City Council agenda - Oak Harbor

CITY COUNCIL AGENDACouncil Chambers, 865 SE Barrington Drive

January 15, 2019 6:00 PM

CALL TO ORDER Invocation - Led by Pastor James Cutter, Church on the Rock Pledge of Allegiance - Led by Mayor Severns Excuse Absent Councilmembers

1. APPROVAL OF AGENDA

2. PRESENTATIONSa. Proclamations

b. Honors & Recognitions

c. Community Presentations

3. CITIZEN COMMENT PERIODCitizens may comment on subjects of interest not listed on the agenda or items listed on the Consent Agenda. To ensurecomments are recorded properly, state your name clearly into the microphone. Please limit comments to three (3) minutes toensure all citizens have sufficient time to speak.

4. CONSENT AGENDAItems on the Consent Agenda are considered to be routine by the Council and will be enacted with one motion unless separatediscussion is requested. Approval of the Consent Agenda authorizes the Mayor to implement each item in accordance withstaff recommendations.

Consent Itemsa. Approval of Payroll and Accounts Payable Vouchersb. Minutes: January 2, 2019 Regular Meetingc. Authorization to Solicit Construction Bids: Water Transmission Projects - Rock Bridge Intertied. Memorandum of Understanding - Oak Harbor Garry Oak Societye. Retainer Agreement: Weed, Graafstra and Associates, Inc., P.S. for Municipal Legal and Support Services

5. MAYOR, COUNCIL & STAFF COMMENTS

January 15, 2019 Regular Meeting 1

a. Mayorb. Councilmembersc. City Administrator

i. Clean Water Facility Update

6. PUBLIC HEARINGS & MEETINGSTo speak during a scheduled public hearing or meeting, please sign-in on the sheet provided in the Council Chambers. Toensure comments are recorded properly, state your name clearly into the microphone. Please limit comments to three (3)minutes to ensure all citizens have sufficient time to speak.a. Ordinance 1862: Annexation of Wood Property

7. ORDINANCES & RESOLUTIONSa. Ordinance No. 1864 amending OHMC Section 11.02.110 Titled “Street Names and Address Assignment”b. Resolution 19-02: Amending the Master Fee Schedule

8. CONTRACTS & AGREEMENTSa. Interagency Agreement: State of Washington - State Patrol and Oak Harbor Fire Departmentb. Utility Construction Agreement Revision: WSDOT - Painting the City's Water Transmission Main, Brackets &

Supports

9. OTHER ITEMS FOR CONSIDERATIONa. None

10. REPORTS & DISCUSSION ITEMSa. None

11. EXECUTIVE SESSIONa. RCW 42.30.110(1)(b) Acquisition of Real Estate

ADJOURN


City of Oak HarborCity Council Agenda Bill

Bill No. 4. a.Date: January 15, 2019Subject: Approval of Payroll and Accounts

Payable Vouchers

FROM: Patricia Soule, Finance Director

INITIALED AS APPROVED FOR SUBMITTAL TO THE COUNCIL BY:Bob Severns, MayorBlaine Oborn, City AdministratorPatricia Soule, Finance DirectorNikki Esparza, City Attorney, as to form

RECOMMENDED ACTIONI move to approve:

Accounts Payable Vouchers and Payroll Checks, see Voucher Numbers listed in the attachments andCheck Numbers listed in the January 15, 2019 background section.

BACKGROUND / SUMMARY INFORMATIONOak Harbor Municipal Code Chapter 3.72 establishes procedures for claims (vouchers) payment. Thedocumentation that regularly supports the signature coversheets is attached. Claim coversheets will beprovided prior to the City Council meeting for appropriate Council signatures.

Accounts Payable Voucher Numbers:

- Voucher Numbers 177666 – 177842 in the amount of $ 3,281,077.18

Check Numbers will be provided at next meeting, February 05, 2019.

LEGAL AUTHORITY

FISCAL IMPACT

PREVIOUS COUNCIL / BOARD / CITIZEN INPUT

ATTACHMENTS


1. Voucher List 25c2. Voucher List 14a3. Voucher List 13a


http://174.127.112.94/downloadScripts/getAttachment.php?cID=10000124&authSessId=&aName=1547140169x_at.pdf



12/31/2018

Voucher List

City of Oak Harbor

1

12:00:10PM

Page:vchlist

Bank code : bank

Voucher Date Vendor Invoice PO # Description/Account Amount

177666 12/31/2018 0000950 LICENSING, WASHINGTON STATE DEPT OF 122618 CONCEALED WEAPONS PERMITS 255.00

Total : 255.00

177667 12/31/2018 0009580 CREST CONSTRUCTION, INC 1 PROF SVC/UTILITY OFFICE REMODEL 7,588.30

Total : 7,588.30

177668 12/31/2018 0000672 OAK HARBOR ACE 305357 RSTP SPRY/SURFACE PREP/DOWL 27.14

67.37HEATERS308005

7.60CONTACT GLUE308020

13.67BITS308093

12.58CLAMP/COUPLE/WASHER308118

69.54SHARPENING308228

4.34PLUG308236

10.85FILTERS308278

3.46KEYS308312

16.48BULBS/PAINT308321

36.59DISH SOAP/PAINT MARKER/BRUSH/POLE308330

20.64CABLE TIES308346

10.13SPRAY/PAD/OIL WOOD STAIN/CLAMP308359

13.02SQUARE SPEED/HOSE308402

13.01THREADLOCKER308403

14.12NAIL BRAD308430

7.80SHIM HVYDTY BLK308436

15.19SPARKPLUGS/BATTERIES308466

5.42FUSE308474

Total : 368.95

Bank total : 8,212.25 3 Vouchers for bank code : bank

8,212.25Total vouchers :Vouchers in this report 3

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Bank code : bank


177669 1/7/2019 0000066 AWC EMPLOYEES BENEFITS TRUST 123118 JAN 2019 PREMIUMS/LTD/EAP 3,389.49

Total : 3,389.49

177810 1/10/2019 0000055 ASSOCIATION OF WASHINGTON 67089 2019 AWC MEMBERSHIP FEE 16,441.00

Total : 16,441.00

177811 1/10/2019 0001563 CHICAGO TITLE COMPANY 245407960 WRIGHT PROPERTY PURCHASE 163,550.81

Total : 163,550.81

177812 1/10/2019 0005773 COMCAST 8498300270032002 BUSINESS CABLE 122.26

35.55BUSINESS CABLE8498300270032028

91.68FIRE ALARM PHONE LINES8498300271219756

Total : 249.49

177813 1/10/2019 0000967 ECOLOGY, WASHINGTON STATE DEPT OF 2019-WAR307145 2019 WATER QUALITY PROGRAM 561.83

Total : 561.83

177814 1/10/2019 0000956 FINANCE OFFICERS, WASHINGTON ASSOCIATION OF010219 MEMBERSHIP RENEWAL/BOYER 75.00

75.002019 MEMBERSHIP REWEWAL/DELA CRUZ010419

Total : 150.00

177815 1/10/2019 0000355 FRONTIER 279-9510 CURRENT PHONE CHARGES 64.37

252.09CURRENT PHONE CHARGES675-1568










Total : 1,099.87

177816 1/10/2019 0001444 GOVERNMENT FINANCE OFFICERS 0104466 2019 MEMBERSHIP RENEWAL/SOULE 225.00

Total : 225.00

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177817 1/10/2019 0000345 GREATER OAK HBR CHAMBER OF COM 30361 JAN 2019 VISITOR CENTER OPERATIONS 9,583.34

Total : 9,583.34

177818 1/10/2019 0002747 GUARDIAN SECURITY 875023 2019 ALARM MONITORING 57.00

Total : 57.00

177819 1/10/2019 0006590 HAFFNER, OTTO TRAVEL ADVANCE USFA FIRE INSPECTION PRINCIPLES COURSE 288.50

Total : 288.50

177820 1/10/2019 0008582 INTERPRETING TECHNOLOGY it24408 JAN 2019 MONTHLY MONITORING 11,500.00

Total : 11,500.00

177821 1/10/2019 0006968 KITTITAS COUNTY SUPERIOR COURT 010819 BAIL/WARRANT #35367 1,000.00

Total : 1,000.00

177822 1/10/2019 0000221 LN CURTIS & SONS INV245524 BOOTS 119.57

Total : 119.57

177823 1/10/2019 0000660 MARKET PLACE FOOD & DRUG 010219 GROCERIES 396.47

Total : 396.47

177824 1/10/2019 0000546 MATTHEWS, PHILLIP EXP REIMB EMERGENCY PARTS FOR CWF 82.32

Total : 82.32

177825 1/10/2019 0009003 MUNICIPAL CODE CORPORATION 00322554 WEBSITE FEATURES FINAL PAYMENT 15,500.00

Total : 15,500.00

177826 1/10/2019 0000600 NORTHWEST CLEAN AIR AGENCY 11435 2019 PER CAPITA FEE 7,994.00

Total : 7,994.00

177827 1/10/2019 0000668 OAK HARBOR AUTO CENTER 035943689 RADIAL SEALS 62.19

159.96FILTERS035943703

Total : 222.15

177828 1/10/2019 0003007 OFFICE DEPOT 2263134373 CALENDARS 31.78

Total : 31.78

177829 1/10/2019 0000729 POSTMASTER 010719 POSTAGE/PERMIT #29 1,200.00

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(Continued) Total : 1,200.00 177829 1/10/2019 0000729 0000729 POSTMASTER

177830 1/10/2019 0007597 PRIME ELECTRIC, INC BL-005726 BUSINESS LICENSE REFUND 25.00

Total : 25.00

177831 1/10/2019 0001309 PROPERTY AND EVIDENCE, INC, INTERNATIONAL ASSOC OFM19-C205188 2019 MEMBERSHILP RENEWAL/MORGAN 50.00

Total : 50.00

177832 1/10/2019 0003544 PUBLIC RECORDS OFFICERS, WASHINGTON ASSOCIATION OF1698 2019 MEMBERSHIP RENEWAL 25.00

Total : 25.00

177833 1/10/2019 0009073 REPORTING SYSTEMS, INC 2019_0506 FEB 2019 SUBSCRIPTION 228.90

Total : 228.90

177834 1/10/2019 0000911 RON TURLEY ASSOCIATES, INC 54090 2019 ANNUAL MAINTENANCE SOFTWARE 2,282.70

Total : 2,282.70

177835 1/10/2019 0005085 SEVERNS, ROBERT TRAVEL ADVANCE MAYORS EXCHANGE 70.50

Total : 70.50

177836 1/10/2019 0000860 STANDARD INSURANCE COMPANY 122118 JAN 2019 LIFE/POCFF 343.75

Total : 343.75

177837 1/10/2019 0000922 UNUM LIFE INSURANCE COMPANY 121818 JAN 2019 LONG TERM CARE 405.86

Total : 405.86

177838 1/10/2019 0009168 WALLIN, DEBBIE SPRING19 1ST QTR 2019 CLASS INSTRUCTION 500.00

Total : 500.00

177839 1/10/2019 0001639 WASHINGTON CITIES INSURANCE 14362 2019 LIABILITY AND/OR PROGRAM ASSESSMENT 787,801.00

Total : 787,801.00

177840 1/10/2019 0001043 WASHINGTON STATE BAR ASSOC 37844 2019 LICENSING/ESPARZA 483.00

481.752019 LICENSING/LEWIS39685

483.002019 LICENSING/THOMPSON44780

Total : 1,447.75

177841 1/10/2019 0001039 WESTERN TRUCK CENTER 026P265972 BRAKE DRUM/NEW CERAM HITEMP 407.43

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(Continued) Total : 407.43 177841 1/10/2019 0001039 0001039 WESTERN TRUCK CENTER

177842 1/10/2019 0008071 XAVUS SOLUTIONS 12789 2019 UPGRADES/MAINTENANCE 1,304.40

Total : 1,304.40

Bank total : 1,028,534.91 34 Vouchers for bank code : bank

1,028,534.91Total vouchers :Vouchers in this report 34

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Bank code : bank


177670 1/9/2019 0007449 A-1 PERFORMANCE, INC 30492 DEC 2018 MONTHLY CLEANING 702.00

3,673.61DEC 2018 JANITORIAL30499

Total : 4,375.61

177671 1/9/2019 0000424 ALL BATTERY SALES AND SERVICE 1905701048664 BATTERIES 87.83

Total : 87.83

177672 1/9/2019 0000028 ALL ISLAND LOCK & KEY 28421 KEYWAY 1,445.71

Total : 1,445.71

177673 1/9/2019 0001609 ALL QUALITY STITCHES 2511 SHIRTS 151.98

Total : 151.98

177674 1/9/2019 0009090 AMAZON CAPITAL SERVICES, INC 11DG-V4QD-JTCD STEREO CABLE 472.46

156.82TRAVEL CASE19Q6-NWTL-363M

62.99MOUSE1GPK-JCYX-3GYD

950.05BATTERIES1L79-KP3Q-FP4X

387.09LANTERNS1N31-3YPG-DVD7

66.37DOG KENNEL1QHT-DX91-NVYP

39.12STEREO AMPLIFIER1QWN-QR6Y-TMK9

856.18BATTERIES1TCH-VLGX-KM3P

78.30TACTICAL T-SHIRTS1TCH-VLGX-KM9F

981.85FLASHLIGHTS1V9V-LPWL-HD4K

270.97LIGHT BAR1V9V-LPWL-RFJ1

239.65MOBILE PROJECT CENTER1YRD-M7PN-TC3W

Total : 4,561.85

177675 1/9/2019 0001862 AMAZON/SYNCB 436433954996 AMSCOPE USB 104.34

194.58TEST PREP436855353896

29.45STENS EXMARK446675977376

108.69FULL MOTION ARTICULAT448936654737

148.36SPLICING453837749996

371.26IMAGE FORMULA457466494833

20.64SEAT TRUNK ORGANIZ459367659398

62.88DUPLEX MULTIMODE468639884867

236.54CORDED BUSINESS468888459779

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Bank code : bank


177675 1/9/2019 (Continued)0001862 AMAZON/SYNCB

217.38QUILT LINED ZIP469646657454

17.39LENS CLEANING STATION486544659435

135.82DEFENDER SERIES HOLST497536583938

27.16BLUETOOTH497874994975

144.57LAMP TESTER548688537695

26.04TURBO CASE583948534936

130.43CLEANVIEW SWIVEL REW636745583456

27.12AUTO SEAT COVER643534853359

57.60LIQUID PASTE WAX646989583794

195.57TREE COLLAR659447993453

466.33SOLIMO/NATIONAL TREE679734436695

370.95FIRESTONE HELPER SPRING689995399694

217.38QUILT LINED ZIP733568844358

362.58WATER FILLING BASE TRIP857478376387

21.90SOUTHWORTH COTTON BUSINESS868735369355

317.36POLYCOM888583546747

290.76LAMP TESTER985539785768

Total : 4,303.08

177676 1/9/2019 0002044 ANACORTES.NET/HOW IT WORKS 10472 WEB PROJECTS/HOSTING-NOV/DEC 2018 39.98

Total : 39.98

177677 1/9/2019 0007876 ANYPROMO, INC CV8127548 POLICE CAR STRESS RELIEVERS 896.41

Total : 896.41

177678 1/9/2019 0006589 APEXCCTV AP125372-E MINI FIXED IP DOME/BRACKET 451.20

Total : 451.20

177679 1/9/2019 0005001 ARAMARK 1990962183 UNIFORM SERVICES 24.16

23.90UNIFORM SERVICES1990962189







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Bank code : bank


177679 1/9/2019 (Continued)0005001 ARAMARK


































Total : 1,300.10

177680 1/9/2019 0007839 ASHLEY'S DESIGN & LETTERMAN 4394 HATS 221.00

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Bank code : bank


177680 1/9/2019 (Continued)0007839 ASHLEY'S DESIGN & LETTERMAN

288.75T-SHIRTS4424

537.50POLO SHIRTS4425

575.00POLO SHIRTS4426

52.00VINYL DECORATION4463

Total : 1,674.25

177681 1/9/2019 0004019 ASSOCIATED PETROLEUM PRODUCTS 1346068-IN FUEL 6,329.85

6,140.16FUEL1353709-IN

9,129.47FUEL1359579-IN

2,832.74FUEL1360607-IN

Total : 24,432.22

177682 1/9/2019 0000055 ASSOCIATION OF WASHINGTON 65630 2018 REGIONAL MEETING/MUNNS/OBORN 100.00

-50.002018 REGIONAL MEETING/MUNNS68273

Total : 50.00

177683 1/9/2019 0000159 AT&T MOBILITY 287249477751X1224201 CURRENT WIRELESS SERVICES 36.12

Total : 36.12

177684 1/9/2019 0000082 BAYSHORE OFFICE PRODUCTS, INC 791273 CHAIRS 1,597.81

Total : 1,597.81

177685 1/9/2019 0003098 BEBEE, LISA 010319 DEC 2018 REIMBURSEMENT 20.00

Total : 20.00

177686 1/9/2019 0000091 BENS CLEANER SALES, INC 299989 CLEANING CHEMCIAL 1,070.25

Total : 1,070.25

177687 1/9/2019 0009590 BIG TOP MANUFACTURING, INC 7832 BIG TOP SHELTER 28,750.00

Total : 28,750.00

177688 1/9/2019 0004168 BLUETARP FINANCIAL, INC 41685162 GRINDER 129.34

Total : 129.34

177689 1/9/2019 0002551 BOS, BRYON 010319 DEC 2018 REIMBURSEMENT 20.00

Total : 20.00

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Bank code : bank


177690 1/9/2019 0003097 BOYER, TALLIE 010319 DEC 2018 REIMBURSEMENT 20.00

Total : 20.00

177691 1/9/2019 0009588 BRIDGES, JAMES L EXP REIMB PROFESSIONAL ENGINEER LICENSE RENEWAL 116.00

Total : 116.00

177692 1/9/2019 0005000 CASCADE FIRE & SAFETY 122970B MOTOR 661.58

Total : 661.58

177693 1/9/2019 0007943 CAUFFMAN, GIDEON 010319 DEC 2018 REIMBURSEMENT 20.00

Total : 20.00

177694 1/9/2019 0000157 CDW GOVERNMENT, INC QLQ0259 NETMOTION MOB UNV 3,854.50

24,623.18DELL BASESVQLS7259

Total : 28,477.68

177695 1/9/2019 0004952 CENTRAL COLLISION, INC 101693 EQUIPMENT REPAIR 758.07

Total : 758.07

177696 1/9/2019 0000179 CLERKS PETTY CASH 010319 PETTY CASH/POSTAGE/PAPER 26.69

Total : 26.69

177697 1/9/2019 0007692 CONTECH ENGINEERED SOLUTIONS 17742042 CARTS 211.97

Total : 211.97

177698 1/9/2019 0000694 CORE & MAIN J860314 RESETTER 587.11

637.36BALL MV FIPXMN/BRS SADJ872314

Total : 1,224.47

177699 1/9/2019 0002357 CORRECT EQUIPMENT 38605 WIRELESS ALARM SYSTEM 1,766.38

Total : 1,766.38

177700 1/9/2019 0009585 CUSTOM INK 26958149 POLO SHIRTS 2,334.69

565.70SWEATER FLEECE PULLOVERS26958739

Total : 2,900.39

177701 1/9/2019 0000247 DIAMOND RENTALS 1-574841 GASKETS/BUSHING/CARBURETOR 206.11

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Bank code : bank


(Continued) Total : 206.11 177701 1/9/2019 0000247 0000247 DIAMOND RENTALS

177702 1/9/2019 0008569 DORAN FENCE COMPANY 999 FENCING 836.99

Total : 836.99

177703 1/9/2019 0009586 DTS, LLC S4112 GLOVES/BELT 159.79

570.68RAIN SHELLS4113

304.36SCOUT LIGHT/REPLACEMENT REAR CAPS4114

108.70MILITARY KITSS4116

381.54WEAPON LIGHT/GRIP SWITCHS4212

Total : 1,525.07

177704 1/9/2019 0006984 ECOLUBE RECOVERY, LLC 2812110818 USED OIL 92.40

Total : 92.40

177705 1/9/2019 0000273 EDGE ANALYTICAL, INC 18-47164 TESTING 133.00

114.00TESTING18-47171

Total : 247.00

177706 1/9/2019 0008922 EMPLOYMENT SCREENING RESOURCES 180327 EMPLOYMENT SCREENING 52.45

Total : 52.45

177707 1/9/2019 0006747 EQUINOX RESEARCH & CONSULTING 13-475-47 DEC 2018 PROF SVC/WINDJAMMER PARK 7,458.43

Total : 7,458.43

177708 1/9/2019 0008082 EVIDENT, INC 139429A HAZARD LABELS/NYLON TIES/EVIDENCE BAGS 201.96

12.50HAZARD LABELS139429B

Total : 214.46

177709 1/9/2019 0008752 EXACT SCIENTIFIC SERVICES, INC 18-15489 TESTING 141.00

141.00TESTING18-16185

211.50TESTING18-16383

Total : 493.50

177710 1/9/2019 0002900 FASTENAL WAANA110387 ROAD RUNNER BAG 920.56

Total : 920.56

177711 1/9/2019 0000308 FEDERAL EXPRESS 6-414-07284 SHIPPING 70.85

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(Continued) Total : 70.85 177711 1/9/2019 0000308 0000308 FEDERAL EXPRESS

177712 1/9/2019 0006206 FIRE CHIEF EQUIPMENT 0068541-IN FIRE EXTINGUISHER MAINTENANCE 838.71

347.06FIRE EXTINGUISHER MAINTENANCE0068544-IN



Total : 2,532.72

177713 1/9/2019 0008572 FIREFIGHTERS BOOKSTORE INV240261 STANDARD FOR COMPETENCE OF RESPONDERS TO 107.79

Total : 107.79

177714 1/9/2019 0008880 FIZZ EVENTS, LLC 201901 DEC 2018 RACE MANAGEMENT FEE 4,050.00

Total : 4,050.00

177715 1/9/2019 0000355 FRONTIER 711-0193 FIBER EQUIPMENT 26,893.37

Total : 26,893.37

177716 1/9/2019 0000325 FRONTIER FORD 149627 VEHICLE SERVICE 4,435.18

Total : 4,435.18

177717 1/9/2019 0009589 GALCO AC8067901 ALTERNATING RELAY 475.14

Total : 475.14

177718 1/9/2019 0000329 GALLS 011392077 MOUCHES/RADIO HOLDERS/BELTS/EAR GADGETS 1,218.96

163.02TACTICAL TDU L/S011419219

260.86TACTICAL ANSI CLASS 3011441864

107.61RADIO HOLDERS011526297

143.47TACTICAL ANSI CLASS 3/THERMOFILM011544454

104.35GEAR BAGS011580935

49.98HANDCUFF CASES011587542

43.05BELTS011594247

Total : 2,091.30

177719 1/9/2019 0002767 GATEWAY CONTROLS, INC 2018044 SLIDE GATE MODIFICATIONS 10,121.06

456.54MDT-2B2018059

Total : 10,577.60

177720 1/9/2019 0008851 GILBERT, MICHAEL EXP REIMB LIFT STATION PARTS 206.27

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(Continued) Total : 206.27 177720 1/9/2019 0008851 0008851 GILBERT, MICHAEL

177721 1/9/2019 0007998 GOOD TO GO TB-183774324 TOLL BILL 4.70

Total : 4.70

177722 1/9/2019 0000349 GRAINGER 9030764683 PLIER SETS 331.16

136.41TORQUE WRENCH9031473995

132.63WORK SHOES9031740054

26.85TEE/REDUCER9038960143

Total : 627.05

177723 1/9/2019 0008996 HARMSEN & ASSOC, INC 18_2033 2018 PROF SVC/ENTERPRISE AREA SEWER 5,698.28

Total : 5,698.28

177724 1/9/2019 0007709 HOFFMAN CONSTRUCTION COMPANY CWFC44 PROF SVC/OAK HARBOR CLEAN WATER FACILITY 1,757,282.40

Total : 1,757,282.40

177725 1/9/2019 0003095 HOME DEPOT CREDIT SERVICES 1021735 BOLT CUTTERS/TOTE/BAGS 262.29

34.70LYSOL WIPES/BATTERIES2582644

120.15BRUSH KNOT GRINDER/DRIVE/BLADE/ADPATER3010465

952.13UTILITY POUCHES/CABINETS/FLOOD LIGHT/AIR3014997

830.01CASTERS/PROJ CENTER/CHEST CABINET3026928

11.41CONCRETE4022798

7.61CONCRETE4971709

16.27SURGE CORD5021068

12.13STRAINERS5570472

25.60POCKET TOOL TOTE633464

21.00WRENCHES7022354

103.50TILE/BACKERBOARD7026225

45.00LIGHTS7164197

9.00LIGHTS7164205

65.48LIGHTS/ELECTRICAL TAPE7581250

62.90TILE7971151

88.05BAR FLAT ALUM8014820

79.37DRYWALL8022207

285.17BOLT CUTTERS822469

21.71UTILITY HEATER8561560

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Bank code : bank


177725 1/9/2019 (Continued)0003095 HOME DEPOT CREDIT SERVICES

15.15DUCT TAPE8592027

193.49NAVIGATOR LIFT AWAY8593599

138.90TENSION ROD/GLUE/SPRINGS/ANTIFREEZE9025897

22.91TAPE/SOCKETS9044149

54.30PROEDGE DRIFTWOOD9561508

10.41STRAINER/SPRAYER9570860

Total : 3,488.64

177726 1/9/2019 0000417 INDUSTRIAL BOLT & SUPPLY 688617-1 COUPLINGS/FLAP WHEELS/HOUSING 423.38

526.87PIN/ADAPTER/BUSHING/TEE690486-1

Total : 950.25

177727 1/9/2019 0008822 IRONCLAD COMPANY 5443-RECON ELGIN/SWARTZE 5 SECTION G/B PAT 581.55

Total : 581.55

177728 1/9/2019 0000410 ISLAND COUNTY SOLID WASTE 123118 DEC 2018 TIPPING FEES 73,916.87

872.00DUMPING1434573

Total : 74,788.87

177729 1/9/2019 0005445 ISLAND DEFENSE, PLLC 048 2018 PUBLIC DEFENSE 10,000.00

Total : 10,000.00

177730 1/9/2019 0000415 ISLAND DISPOSAL 123118 DEC 2018 RECYCLING 9,336.88

Total : 9,336.88

177731 1/9/2019 0000441 ISLAND SYSTEMS 247178 CHLORINE 163.05

Total : 163.05

177732 1/9/2019 0008346 JENSEN, CYNDY 123018 DEC 2018 CLASS INSTRUCTION 68.00

Total : 68.00

177733 1/9/2019 0000454 JET CITY EQUIPMENT RENTAL 28290 DUMPING 39.13

274.58DUMPING28294

Total : 313.71

177734 1/9/2019 0006362 KBA, INC 3004312 2018 PROF SVC/ENSPECTIONS 322.80

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Bank code : bank


(Continued) Total : 322.80 177734 1/9/2019 0006362 0006362 KBA, INC

177735 1/9/2019 0000476 KERR, JACK 12-18 DEC 2018 PUBLIC DEFENSE SCREENING 1,400.00

Total : 1,400.00

177736 1/9/2019 0000889 LANGUAGE EXCHANGE 13 INTERPRETER SERVICES 240.00

Total : 240.00

177737 1/9/2019 0008051 LEAVITT GROUP NORTHWEST 231347 NOTARY BOND/EMERY 87.08

Total : 87.08

177738 1/9/2019 0004502 LEXISNEXIS RISK SOLUTIONS 1404645-20181231 DEC 2018 MINIMUM COMMITMENT 54.35

Total : 54.35

177739 1/9/2019 0000221 LN CURTIS & SONS INV242333 UNIFORM BOOTS 186.91

1,024.76HOLSTERSINV242347

3,304.48JACKETSINV243077

146.69UNIFORM BOOTSINV243497

Total : 4,662.84

177740 1/9/2019 0000530 MAILLIARD'S LANDING NURSERY 166730 YARD WASTE 159.50

152.85YARD WASTE166807




35.85CRUSHED SANDSTONE168206

35.85SANDSTONE168237

-49.83EDGING168265




Total : 520.97

177741 1/9/2019 0009139 MANGLONA-CHARLTON, BERNICE 123018 DEC 2018 CLASS INSTRUCTION 368.00

Total : 368.00

177742 1/9/2019 0000660 MARKET PLACE FOOD & DRUG 621847 GROCERIES 308.85

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12:49:16PM

Page:vchlist

Bank code : bank


(Continued) Total : 308.85 177742 1/9/2019 0000660 0000660 MARKET PLACE FOOD & DRUG

177743 1/9/2019 0007306 MASSEY, MEG 010319 DEC 2018 REIMBURSEMENT 20.00

Total : 20.00

177744 1/9/2019 0008347 MCGEE, MARIA 123018 DEC 2018 CLASS INSTRUCTION 275.00

Total : 275.00

177745 1/9/2019 0008410 MEGAN MCCLUNG MEMORIAL RUN 122718 DEC 2018 ADVERTISING 1,000.00

Total : 1,000.00

177746 1/9/2019 0000538 MID AMERICAN RESEARCH CHEMICAL 0653771-IN SEALER 595.68

Total : 595.68

177747 1/9/2019 0000197 MILES SAND & GRAVEL COMPANY 1686422 SCREENINGS 242.53

Total : 242.53

177748 1/9/2019 0009584 MORTON, DALE 4218 MOORAGE REFUND 64.56

Total : 64.56

177749 1/9/2019 0008460 MOUNTAIN MIST 002475388 WATER 18.81

Total : 18.81

177750 1/9/2019 0003176 NATIONAL SAFETY, INC 0527865-IN PARKAS 321.54

Total : 321.54

177751 1/9/2019 0000608 NC MACHINERY COMPANY MVCR0044554 CORE RETURN -340.46

605.10WINDOWMVCS0295793

Total : 264.64

177752 1/9/2019 0000610 NORTH CENTRAL LABORATORIES 416155 AMMONIA/PROBE/GLOVES 1,058.26

390.40FLASKS/CUPS/STOPPERS/FUNNEL416627

223.51TOTE TRAY/CHLORINE/PIPET416758

Total : 1,672.17

177753 1/9/2019 0000630 NORTHEND TRUCK EQUIPMENT, INC 1036584 TANK INSTALLATION 8,128.24

Total : 8,128.24

11Page:


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Page:vchlist

Bank code : bank


177754 1/9/2019 0000672 OAK HARBOR ACE 307493 FASTENERS 2.09

13.54FASTENERS308456

15.38BATTERY308470

7.60FILLER308505

29.34RECEPT308559

4.88DRYWALL SCREWS308562

6.08GEL308592

44.95FASTENERS308606

5.78NIPPLES/FASTENERS308620

21.72TEXTURE SPRAY308668

19.11BIG GAP/FLEX SEAL308689

19.31CONNECTORS/SCREWS308709

Total : 189.78

177755 1/9/2019 0000668 OAK HARBOR AUTO CENTER 035941137 FILTERS 16.21

119.02FILTERS035941204

85.61AUTOMOTIVE BATTERY035941242

-19.57CORE035941250

119.57WEATHERTECH035941263

17.76MICRO-V BELT035941570

5.40FILTERS035941574

7.23CABIN AIR PANEL035941690

30.99FILTERS035941694

18.88SEALED BEAMS035941861

146.33FILTERS035942244

62.31FITTINGS/HOSE035942393

47.74FUEL035942476

81.47FILTERS035942524

-55.78HOSE035942547

42.61LAMP035942599

7.44LAMP035942605

84.67AUTOMOTIVE BATTE035942617

10.00CABIN AIR PANEL035942889

52.69AXLES035942936

4.13TERMINAL035942949

1.58FLAT PACK SPARK035943106

8.30SPARK PLUG035943364

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Page:vchlist

Bank code : bank


(Continued) Total : 894.59 177755 1/9/2019 0000668 0000668 OAK HARBOR AUTO CENTER

177756 1/9/2019 0000676 OAK HARBOR POLICE DEPARTMENT 123118 PETTY CASH/RX/RETREAT SNACKS/BLEA ITEMS 69.96

Total : 69.96

177757 1/9/2019 0003007 OFFICE DEPOT 245769787001 CHAIR 340.77

Total : 340.77

177758 1/9/2019 0000089 OWEN EQUIPMENT COMPANY 00090841 TUBE 370.22

Total : 370.22

177759 1/9/2019 0000708 PERRINE, KIM 010319 DEC 2018 REIMBURSEMENT 20.00

Total : 20.00

177760 1/9/2019 0000721 PLACE, GEORGE EXP REIMB BOOTS 200.00

Total : 200.00

177761 1/9/2019 0000299 PLACE, SANDRA 010319 DEC 2018 REIMBURSEMENT 20.00

Total : 20.00

177762 1/9/2019 0007877 POLLOCK, JONATHAN EXP REIMB WATER DISTRIBUTION MANAGER EXAM 100.00

Total : 100.00

177763 1/9/2019 0000724 PONY MAILING & BUSINESS CENTER 302471 SHIPPING 121.33

Total : 121.33

177764 1/9/2019 0002881 PUBLIC SAFETY TESTING 2018-8898 4TH QTR 2018 SUBSCRIPTION FEES 412.00

Total : 412.00

177765 1/9/2019 0000743 PUGET SOUND ENERGY 200003131170 ELECTRICITY/WELL #7 13.44

149.63ELECTRICITY/1019 SW SWANTOWN AVE200004839284

13.44ELECTRICITY/WELL #6200010549943

21,478.52ELECTRICITY/1375 SE CITY BEACH ST220010389959

23,319.14ELECTRICITY/STREET LIGHTS300000007421

Total : 44,974.17

177766 1/9/2019 0009059 RADIO SOURCE, LLC 16778 BATTERY PACK 330.00

13Page:


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14

12:49:16PM

Page:vchlist

Bank code : bank


(Continued) Total : 330.00 177766 1/9/2019 0009059 0009059 RADIO SOURCE, LLC

177767 1/9/2019 0008694 RH2 ENGINEERING, INC 71865 NOV 2018 PROF SVC/OAK HARBOR WATER MAIN 1,264.15

Total : 1,264.15

177768 1/9/2019 0000781 SAFEWAY 430199 GROCERIES 27.00

Total : 27.00

177769 1/9/2019 0000788 SAVAGE ROOFING COMPANY 122618 ROOF REMOVAL/INSTALLATION 20,581.26

Total : 20,581.26

177770 1/9/2019 0009587 SCHOOL OUTFITTERS INV13029642 DRY ERASE BOARD 499.74

Total : 499.74

177771 1/9/2019 0000796 SCHROER, PAUL 010319 DEC 2018 REIMBURSEMENT 20.00

Total : 20.00

177772 1/9/2019 0005967 SEATTLE AUTOMOTIVE DIST S6-3936981 STARTER 132.29

26.87SPARKPLUGS6-3975586

-132.29STARTERS6-3979052

Total : 26.87

177773 1/9/2019 0005085 SEVERNS, ROBERT EXP REIMB ROTARY/NAVY LEAGUE/CHAMBER 111.95

Total : 111.95

177774 1/9/2019 0009579 SHINDIGZ Z18258080001 PULLBACK POLICE CARS 252.51

Total : 252.51

177775 1/9/2019 0000830 SIRENNET.COM 0235020-IN HALOGEN BULB 24.73

Total : 24.73

177776 1/9/2019 0000831 SIX ROBBLEES', INC 14-377839 WHEEL CHOCK LOCK 418.11

535.06IMPACT14-377897

-92.23WHEEL CHOCK LOCK14-378095

-17.70IMPACT14-378096

51.72LED SUPER14-378470

Total : 894.96

14Page:


01/09/2019

Voucher List

City of Oak Harbor

15

12:49:16PM

Page:vchlist

Bank code : bank


177777 1/9/2019 0000814 SKAGIT FARMERS SUPPLY 2038703 LP-1 GALLON 365.05

Total : 365.05

177778 1/9/2019 0007890 SMARSH, INC INV00436506 NOV 2018 ARCHIVING PLATFORM 626.80

Total : 626.80

177779 1/9/2019 0002901 SMITH & LOVELESS, INC 131681 FILTER KIT 211.58

Total : 211.58

177780 1/9/2019 0000846 SOUND PUBLISHING, INC 7885444 NOV 2018/PUBLICATIONS-ACCT#80125600 1,104.50

49.84ORDS RESOLUTIONSWCW838775

Total : 1,154.34

177781 1/9/2019 0003883 STAPLES BUSINESS ADVANTAGE 3397148355 TONER 310.18

76.08USB3398303986

117.33CONVERTER3398303988

72.96PAH CABLE3398303989

82.53SPEC ORDER SOFTWARE3398303990

72.21BLACK GIGABIT3398303991

10.32BLACK GIGABIT3398303992

86.92ADAPTERS3398303993

305.86BATTERY BACKUPS3398303994

1,305.93ADAPTERS/STORAGE BOXES/TONER3398303996

16.28STAPLERS3398864672

97.83BROWN BAG3398864673

21.69SHARPIES3398864674

92.42CABLE/TAPE/SCISSORS3398864675

15.21BINDER3398864676

1,459.54BATTERY BACKUPS/DOCKING STATION3398864680

217.38DRYERASE BOARD3398864681

44.23DESK PAD3398864686

26.08MONITOR STAND3399990976

114.10HEATERS3399990978

-108.69DRYERASE BOARD3399990980

Total : 4,436.39

177782 1/9/2019 0008470 STEAM WEB HOSTING 20890 DEC 2018 WEBSITE HOSTING 19.95

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City of Oak Harbor

16

12:49:16PM

Page:vchlist

Bank code : bank


(Continued) Total : 19.95 177782 1/9/2019 0008470 0008470 STEAM WEB HOSTING

177783 1/9/2019 0000863 STERKEL, TIMOTHY EXP REIMB 4TH QTR 2018 PREMIUMS 402.00

Total : 402.00

177784 1/9/2019 0005786 STOWES SHOES & CLOTHING 0010425 BOOTS/ROBBINS 119.85

Total : 119.85

177785 1/9/2019 0000874 SURETY PEST CONTROL 1257469 PEST EXTERMINATION 44.57

33.70PEST EXTERMINATION1257473




Total : 277.19

177786 1/9/2019 0000986 TRANSPORTATION, WASHINGTON STATE DEPT OFRE 41 JZ0101 L007 PROF SVC/SR20 295.39

Total : 295.39

177787 1/9/2019 0000287 TYLER TECHNOLOGIES, INC 045-242532 TIME AND ATTENDANCE 720.00

Total : 720.00

177788 1/9/2019 0000923 UNITED PARCEL SERVICE 0000A0182W488 SHIPPING 4.12

Total : 4.12

177789 1/9/2019 0004165 UNITED RENTALS NORTHWEST, INC 164279985-001 RAMMER 2,826.20

Total : 2,826.20

177790 1/9/2019 0005714 URBAN FOREST NURSERY, INC 6871 TREES 379.75

Total : 379.75

177791 1/9/2019 0008167 US BANK AND HOFFMAN CONST 242213000 RETAINAGE-ACCOUNT 242213000 72,408.21

Total : 72,408.21

177792 1/9/2019 0000926 USABLUEBOOK 709725 ADAPTERS 231.85

164.25LOG BOOK764499

1,981.11CONTROLLER769948

Total : 2,377.21

16Page:


01/09/2019

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17

12:49:16PM

Page:vchlist

Bank code : bank


177793 1/9/2019 0000934 UTILITIES UNDERGROUND LOCATION 8120202 DEC 2018 LOCATES 119.07

Total : 119.07

177794 1/9/2019 0000932 VERIZON WIRELESS 9819921108 CURRENT COMM CHARGES 6,532.61

Total : 6,532.61

177795 1/9/2019 0000978 WALLACE, RICHARD EXP REIMB 4TH QTR 2018 PREMIUMS 402.00

Total : 402.00

177796 1/9/2019 0001052 WASHINGTON STATE PATROL I19004343 DEC 2018 BACKGROUND CHECKS 372.00

Total : 372.00

177797 1/9/2019 0006853 WEED, GRAAFSTRA & BENSON, INC, LAW OFFICES OF6 2018 PROF SVC/RCO PARK PURCHASE 500.25

1,979.25PROF SVC/GENERAL80

Total : 2,479.50

177798 1/9/2019 0004786 WESTERN SYSTEMS, INC 0000037772 BATTERY BACKUP INSTALLATION 1,630.50

2,246.44BATTERY ALPHACELL0000037780

Total : 3,876.94

177799 1/9/2019 0001039 WESTERN TRUCK CENTER 026P265163 CLAMPS/GASKETS 41.76

374.04EXHAUST PIPE026P265678

814.86BRAKE DRUM/CERM HITEM026P265707

Total : 1,230.66

177800 1/9/2019 0003067 WHIDBEY ANIMALS' IMPROVEMENT 1349 DEC 2018 ANIMAL SHELTER 4,166.67

Total : 4,166.67

177801 1/9/2019 0001000 WHIDBEY AUTO PARTS, INC. 375882 HOSE/SWIVEL 146.97

17.48THREADLOCK/RTV376483

12.08MIC FBR CLN CLTH376881

Total : 176.53

177802 1/9/2019 0000675 WHIDBEY COMMUNITY PHYSICIANS CPS142411 RAMIREZ 150.00

Total : 150.00

177803 1/9/2019 0001005 WHIDBEY GENERAL HOSPITAL WAI10202 INMATE SERVICES 148.75

746.30INMATE SERVICESWAI10332

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18

12:49:16PM

Page:vchlist

Bank code : bank


177803 1/9/2019 (Continued)0001005 WHIDBEY GENERAL HOSPITAL

902.70INMATE SERVICESWAI10333

Total : 1,797.75

177804 1/9/2019 0001017 WHIDBEY PRINTERS 50352 ROLL CART TAGS 225.27

Total : 225.27

177805 1/9/2019 0001037 WORK OUTFITTERS 60775 BOOTS/SMITH 166.27

Total : 166.27

177806 1/9/2019 0006775 WORKSAFE SERVICE, INC 268340 DRUG TESTING 55.00

Total : 55.00

177807 1/9/2019 0009583 WOTRING, SCOTT 2598 MOORAGE REFUND 254.93

Total : 254.93

177808 1/9/2019 0001061 XEROX CORPORATION 095354670 NOV 2018 COPIER RENTAL 390.76

3,714.82NOV 2018 COPIER RENTAL702257506

Total : 4,105.58

177809 1/9/2019 0009092 XEROX FINANCIAL SERVICES 1439886 DEC 2018 LEASE PAYMENT 913.62

Total : 913.62

Bank total : 2,244,330.02 140 Vouchers for bank code : bank

2,244,330.02Total vouchers :Vouchers in this report 140

18Page:



Bill No. 4. b.Date: January 15, 2019Subject: Minutes: January 2, 2019 Regular

Meeting

FROM: Administration


RECOMMENDED ACTIONApprove Minutes as presented.

BACKGROUND / SUMMARY INFORMATION

LEGAL AUTHORITY

FISCAL IMPACT


ATTACHMENTS1. 01.02.19 Special Meeting Minutes



Special Meeting Minutes- January 02, 2019 Page 1 of 4

Oak Harbor City Council

Special Meeting Minutes

January 02, 2019

CALL TO ORDER

Mayor Severns called the meeting to order at 6:00 p.m.

ROLL CALL

1. APPROVAL OF AGENDA Motion: Agenda approved as presented. 2. PRESENTATIONS

a. Proclamations

None.

b. Honors & Recognitions None.

c. Community Partner Presentations None.

3. CITIZEN COMMENT PERIOD

Mayor Severns opened the Citizen Comment Period at 6:02 p.m.

Public Comment was offered by:

• George Saul, Annual Homeless Point in Time Count, January 24th

City Council Present: Staff Present: Mayor Robert Severns Mayor Pro Tem Beth Munns Councilmember Rick Almberg Councilmember Joel Servatius Councilmember Tara Hizon Councilmember Bill Larsen

City Administrator Blaine Oborn Development Services Director Steve Powers Public Works Director Cathy Rosen Police Chief Kevin Dresker Fire Chief Ray Merrill Finance Director Patricia Soule

Councilmember Jim Woessner Councilmember Erica Wasinger

City Attorney Nikki Esparza City Engineer Jim Bridges Associate Planner Ray Lindenburg Human Resource Director Emma House

Assistant to the Mayor Deanna Emery City Clerk Carla Brown



Public comment closed at 6:05 p.m.

4. CONSENT AGENDA Consent Items

a. Approval of Payroll and Accounts Payable Vouchers b. Minutes: December 18, 2018 Regular Meeting c. Appointment: Paul McKenna to Oak Harbor Library Board d. Approval of Amended Lodging Tax Advisory Committee Membership Roster e. Authorization to Solicit Construction Bids -SR 20 / Banta Road Watermain Replacement Project f. Resolution 19-01: 2019 Legislative Priorities

Councilmember Almberg requested to pull Item 4.f.: Resolution 19-01: 2019 Legislative Priorities for discussion.

Motion: No objection, therefore consent items a-e are approved as presented.

Councilmember Almberg provided his respective questions regarding consent item 4.f. Mayor Pro Tem Munns, Councilmember Hizon, Councilmember Servatius, Councilmember Wasinger and Councilmember Woessner provided their respective comments. City Administrator Blaine Oborn answered the respective questions and addressed the comments regarding consent item 4.f.

Motion: Councilmember Almberg moved to add an item to the legislative priorities regarding outreach for legislative funding possibilities for the Navy to connect to the Wastewater Treatment Plant, second by Councilmember Servatius. Motion failed with a vote of one (1) for and six (6) opposed (Mayor Pro Tem Munns, Councilmember Servatius, Councilmember Hizon, Councilmember Wasinger, Coun-cilmember Larsen and Councilmember Woessner). Motion: Mayor Pro Tem Munns moved to approve consent item 4.f. Resolution 19-01: 2019 Legisla-tive Priorities, as presented, second by Councilmember Servatius. Motion passed unanimously. 5. MAYOR, COUNCIL & STAFF COMMENTS

a. Mayor Mayor Severns provided his respective comments and announcements.

b. Councilmembers

Councilmember Servatius, Councilmember Hizon, Councilmember Wasinger, and Mayor Pro Tem Munns provided their respective comments and announcements.

c. City Administrator

City Administrator Blaine Oborn provided his respective comments and announcements. 6. PUBLIC HEARINGS & PUBLIC MEETINGS

a. Resolution 19-03: Surplus Utility Property

Cathy Rosen, Public Works Director provided a brief presentation describing Resolution 19-03, which classifies the Public Works Department’s 2006 Peterbilt yard-waste truck and the



generator (acquired with the Whidbey Island Bank) as utility surplus property. The yard-waste truck will be traded-in and the generator will be sold through a public auction.

Mayor Severns opened the public comment period at 6:31 p.m., there being none, public comment was closed.

Motion: Councilmember Wasinger moved to approve Resolution 19-03, Utility Surplus Property, sec-ond by Mayor Pro Tem Munns. Motion passed unanimously. 7. ORDINANCES & RESOLUTIONS

a. Ordinance No. 1863: Rezone Parcel S8180-00-00019-0 from R-4 to R-O.

Ray Lindenburg, Associate Planner provided a brief presentation and PowerPoint presenta-tion describing the rezoning request at property address 830 SE Ireland Street from a R-4 (Multiple Family Residential) to a R-O (Residential-Office). The hearing examiner recom-mends the subject property be rezoned.

Mayor Severns opened the public comment period at 6:35 p.m., there being none, public comment was closed.

Motion: Councilmember Hizon moved to adopt Ordinance No 1863, approving the rezoning of a prop-erty located at 830 SE Ireland Street (parcel number S8180-00-00019-0) from R-4 (Multiple Family Residential) to R-O (Residential-Office), second by Councilmember Larsen. Motion passed unani-mously. 8. CONTRACTS & AGREEMENTS

a. US Navy Contract N4425519P8000: Wastewater Treatment Plant Connect and Treatment

Rate Analysis. Cathy Rosen, Public Works Director provided a summary regarding the rate analysis for connection to the Oak Harbor Wastewater Treatment plant and the operations and mainte-nance and treatment of the US Navy wastewater. A brief history of the recent US Navy in-teractions and negotiations with the City regarding the Navy’s request for quote on connec-tion and rate analysis were presented as well.

Mayor Severns opened the public comment period at 6:39 p.m., there being none, public comment was closed. Mayor Pro Tem Munns and Councilmember Hizon provided their respective comments and questions. Public Works Director Cathy Rosen and Mayor Severns answered the respec-tive questions and comments.

Motion: Councilmember Larsen moved to authorize the Mayor to sign the Navy Order for Supplies or Services in the amount of $127,065 for the City to prepare an analysis of costs to connect to the City’s new Clean Water Facility and determine a rate for operations and maintenance and treatment of the Navy’s wastewater, second by Mayor Pro Tem Munns. Motion passed unanimously.

b. Professional Services Agreement: HDR, Engineering Inc. for Navy Utility Rate Study



Cathy Rosen, Public Works Director provided a summary regarding the Professional Ser-vice Agreement with HDR Engineering, Inc. for the Navy Utility Rate Study to develop anal-ysis regarding connection capital and operational costs, as well as rate studies for treat-ment rates. Carollo Engineering would be a sub-consultant to HDR Engineering, Inc.

Mayor Severns opened the public comment period at 6:50 p.m., there being none, public comment was closed. Councilmember Almberg provided their respective comments and questions. Councilmem-ber Almberg read into record his handout titled “Thoughts on a Unified Strategy with the Navy”.

Motion: Councilmember Wasinger moved to authorize the Mayor to sign the Professional Services Agreement with HDR Engineering, Inc. for preparing a rate analysis for Navy connection to the Oak Harbor sewer system in the amount $116,324, second by Mayor Pro Tem Munns. Motion passed unanimously. 9. OTHER ITEMS FOR CONSIDERATION

None.

10. REPORTS & ITEMS FOR DISCUSSION

None. 11. EXECUTIVE SESSION

None.

ADJOURN Motion: Councilmember Servatius moved to adjourn, second by Councilmember Hizon. Motion passed unanimously, therefore the meeting adjourned at 6:59 p.m.

Certified by Carla Brown, City Clerk



Bill No. 4. c.Date: January 15, 2019Subject: Authorization to Solicit

Construction Bids: WaterTransmission Projects - RockBridge Intertie

FROM: Cathy Rosen, Public Works Director and James Bridges, City Engineer


RECOMMENDED ACTIONA motion authorizing staff to solicit construction bids for the Water Transmission Projects – Rock BridgeIntertie.

BACKGROUND / SUMMARY INFORMATIONThe Rock Bridge Intertie is part of the larger Water Transmission Projects which also includes thecondition assessment and surge analysis of the 24-inch transmission main.

This work consists of construction of a 12-inch ductile iron (DI) intertie between the City of OakHarbor’s existing 12-inch and 24-inch water transmission mains, including trenching, the removal ofexisting blow offs, and installation of the 12-inch intertie.

The project site is located in Deception State Park, approximately 0.2 miles south of the Deception PassBridge. The intertie will be installed under the existing Rock Bridge on State Route 20. Construction isanticipated to begin in Spring 2019 and the opinion of probable construction cost is $180,000.

LEGAL AUTHORITY

FISCAL IMPACTFunds Required: $2,000.00 (Advertisement)

Appropriation Source: Water Fund - 401



WORKSHOPS

June 28, 2017 – Project was introduced to City Council.

CITY COUNCIL PREVIOUS ACTIONS

September 16, 2014 – City Council adopted Resolution 14-25 approving the Water System Plan

October 17, 2017 – City Council authorized the Mayor to sign a Professional Services Agreement withCarollo Engineers for 2017 Water Transmission Main Projects in time and materials, not to exceedamount of $423,509.00.

December 12, 2018 – City Council authorized the Mayor to sign a contract amendment for theProfessional Services Agreement between the City of Oak Harbor and Carollo Engineers changes thecontract completion date from 12/31/2018 to 12/31/2019.

ATTACHMENTS1. Attachment A - 100% Plans, Specifications, and Estimate2. Attachment B - WSDOT Utility Franchise




FINAL CONSTRUCTION COST ESTIMATE

Project: Rock Bridge Intertie

Project #: 10730A.10 Date : December 13, 2018

Client: City of Oak Harbor By : Brian Sliger

Location: Oak Harbor, WA Reviewed: Erik Waligorski

BID ITEM DESCRIPTION UNIT UNIT COST TOTAL

1 Minor Change 1 LS 10,000$ 10,000$

2 Record Drawings (Minimum Bid $2,000) 1 LS 2,000$ 2,000$

3 Mobilization 1 LS 9,095$ 9,095$

4 Locate Existing Utilities 1 LS 5,000$ 5,000$

5 Trench Excavation Safety System 1 LS 5,000$ 5,000$

6 Ductile Iron Pipe: AWWA C151, 12 In. Diam. 70 LF 250$ 17,500$

7 Ductile Iron Pipe: AWWA C151, 24 In. Diam. 10 LF 350$ 3,500$

8 Additional Ductile Iron Fittings 1,000 LB 6$ 6,000$

9 Connection to Existing Water Mains 2 EA 5,000$ 10,000$

10 Bank Run Gravel for Trench Backfill 50 TON 22$ 1,100$

11 Gravel for Pipe Zone Bedding 60 TON 25$ 1,500$

12 Controlled Density Fill (CDF) 5 CY 98$ 490$

13 Gate Valve, 12 In. 4 EA 3,800$ 15,200$

14 Butterfly Valve, 24 In. 2 EA 16,200$ 32,400$

15Erosion Control and Water Pollution

Prevention 1 LS 2,000$ 2,000$

16 Landscape Restortion 1 LS 2,000$ 2,000$ Subtotal 122,785$

18,418$ Subtotal 141,203$

21,180$ Subtotal 162,383$

14,128$ Subtotal 176,511$

176,511$

180,000$

APPROX.

QUANTITY

Contingency @ 15%

Total Estimated Construction

ENGINEER'S ESTIMATE

Washington States Sales Tax @ 8.7%

General Contractor Overhead, Profit & Risk @ 15%


Plot

Date: 2

7-N

OV-2

018 7:2

4:5

2 A

MUser: svcP

W

Model: Layout1

ColorT

able: gshade.ctb

Desig

nScript:

Carollo_Std

_Pen_v0905 - Civil2.p

en PlotS

cale: 1:1

PROJECT NO.

LA

ST S

AV

ED B

Y:

FILE NAME:

1

JOB NO.

DRAWING NO.

SHEET NO.

LOCATIONPROJECT

VICINITY MAPNOT TO SCALE

LOCATION MAPNOT TO SCALE

LOCATIONPROJECT

OF

10730A1000G001.dgn

OAK HARBOR WATER TRANSMISSION PROJECTS

4

10730A.10

INDEX OF DRAWINGS

PAGE DWG DESCRIPTION

GENERAL

1 G01 LOCATION MAP & SHEET INDEX

2 G02 GENERAL NOTES, LEGENDS, ABBREVIATIONS AND SYMBOLS

CIVIL

3 C01 ROCK BRIDGE INTERTIE PLAN

4 C02 ROCK BRIDGE INTERTIE DETAILS

STATE PARKDECEPTION PASS

ROCK BRIDGE INTERTIE DESIGN DRAWINGS

FINAL DESIGN SUBMITTAL

55635

G01

DECEMBER 2018

10730A10

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DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

10730A.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF 4DECEMBER 2018

1 2 3 4 5 6 7 8 9 10 11 12 13

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B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

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®

CITY OF OAK HARBOR


55635

Plot

Date: 1

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GENERAL

ABBREVIATIONS

SOIL BORING LOCATIONS

SYMBOLS

MONUMENT

BENCH MARK

VERTICAL CONTROL POINT

SYMBOL DESCRIPTION

DIRECTION

FLOW/SLOPE

MANHOLE (PROFILE)

MANHOLE (PLAN)

PULL BOX

POWER TOWER

SYMBOL DESCRIPTION

ROCK WALL

RIP RAP

BURIED VALVE

HEADWALL

CABLE TV

UTILITY POLE

UTILITY POLE GUY WIRE

CONNECTION

PIPE CAP OR

CHECK VALVE

FLANGE

PLUG VALVE

REDUCER

COORDINATES

SLOPE CALLOUT

GUARD POST

CONTROL POINT

2

1

X 1325.00

P

CTV

PH

SHRUB/HEDGE

TREE

T TELEPHONE PEDESTAL

COCLEANOUT

AIR RELEASE VALVE

BLOW OFF VALVE

LIGHT

PPPOWER POLE

SIGN/SIGN POST

AND PULL BOX

ELECTRICAL MANHOLE

SERVICE CONNECTION

GATE

LINE WORK

XX

PHXX

XX

SPOT ELEVATION FG XX.XX

EXISTING SPOT ELEVATION

2:1

XX

N XXXXXX.XX

E XXXXXX.XX

N 1600000 E 1000000

2.0%

HOSE BIBB / YARD HYDRANT

FIRE HYDRANT

CATCH BASIN

E

POTHOLE

POTHOLE NUMBER

BALL VALVE

GATE VALVE

SHORING

FLOWLINE

GUARDRAIL

NEW ROAD

EXISTING CONTOURS (SCREENED)

NEW FENCE

POWER POLE & LINE

HATCHING: FENCE SHOWN AS EXAMPLE)

EXISTING FENCE (SCREENED)

EXISTING ROAD (SCREENED)

PROPERTY LINE OR RIGHT OF WAY

REMOVE OR ABANDONED (CROSS

SLOPE

EXISTING PIPING (TRIPLE LINES) (SCREENED)

NEW PIPING (SINGLE LINE)

NEW PIPING (TRIPLE LINES)

EXISTING STRUCTURES (SCREENED)

EXISTING PIPING (SINGLE LINE)(SCREENED)

CENTER, MONUMENT, OR SURVEY LINE

PP

CABLE TV (UNDERGROUND)

FIBER OPTIC

NATURAL GAS

SANITARY SEWER

STORM DRAIN

310

310

NEW STRUCTURES OR EDGE OF PAVEMENT

FUTURE ROAD, WATER EDGE OR RIDGE

HIDDEN LINE OR TRAIL EDGE

FO FO

UNDERGROUND ELECTRIC

RAILROAD TRACKS

FUEL

TELEPHONE

WATER

NEW CONTOURS

SILT FENCE

EASEMENT

EXISTING EASEMENT

CITY LIMITS

EXISTING GRADE (PROFILE)

PROPOSED GRADE (PROFILE)

CURB

CURB & GUTTER

FOR DESIGNATION)

(REFER TO ABBREVIATIONS

TC XX.XX

ASPHALT PAVING

PAVEMENT

CONCRETE

MATERIAL

AGGREGATE

HATCH PATTERNS

UGE UGE

SWALE

S=0.0020

M METER BOX

BUTTERFLY VALVE

GRATING

LANDSCAPING

EXISTING SYMBOLS ARE SCREENED.

ALL SYMBOLS SHOWN AS NEW. NOTE:

COORDINATES / ELEVATION

STAGING AREA

LIMITS OF CONSTRUCTION

10730A1000G002.dgn

G02

GENERAL NOTES, LEGENDS, ABBREVIATIONS

AND SYMBOLS

bha

wes

OF ANY UTILITIES AFFECTED BY THE PROPOSED WORK.

REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT , OR RELOCATIONS

BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE6.

DRAWINGS. SURVEY AND ACCURATELY RECORD THE LOCATION AND ELEVATIONS OF TIE-IN POINT ON THE RECORD DRAWINGS.

ELEVATIONS OF THE TIE-IN POINT. CONFIRM THE EXISTING PIPE MATERIAL AND ANY OTHER INFORMATION REQUIRED BY THE

PRIOR TO CONSTRUCTION OF ANY NEW PIPELINE THAT TIES INTO AN EXISTING UTILITY, EXPOSE AND VERIFY LOCATION AND5.

TO LOCATE AND PROTECT SERVICE DURING CONSTRUCTION.

SOME UTILITY SERVICES MAY NOT BE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES4.

CONSTRUCTED TRENCHES FROM DAMAGE CAUSED BY THE REMOVAL OF ADJACENT MATERIALS.

SUPPORT ALL EXISTING UTILITIES AT CROSSING LOCATIONS. PROTECT EXISTING UTILITIES RUNNING PARALLEL TO 3.

ENGINEER AND OWNER IMMEDIATLEY OF ANY POTENTIAL UTILITY CONFLICTS.

RECONSTRUCTION AND/OR RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. CONTRACTOR SHALL NOTIFY

DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE UTILITY AGENCY THE PROTECTION, REMOVAL,

OR NOT. SURVEY AND ACCURATELY RECORD THE LOCATIONS AND ELEVATIONS OF THE UTILITY CROSSINGS ON THE RECORD

OF ALL EXISTING UTILITIES AND STRUCTURES ADJACENT TO THE WORK AREA, WHETHER INDICATED ON THE DRAWINGS

USE POTHOLING, OR OTHER MEANS OF POSITIVE IDENTIFICATION, TO DETERMINE PRECISE LOCATIONS AND ELEVATIONS

AGENCIES, AND SUBSURFACE UTILITY LOCATING SERVICES (811). IN ADVANCED OF EXCAVATION, CONTRACTOR SHALL

THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES BY CONTACTING ALL UTILITIES, 2.

APPROXIMATE ONLY.

PLAN LOCATIONS OF EXISTING UTILITIES ARE BASED ON RECORD DRAWINGS AND SURVEY INFORMATION AND ARE CONSIDERED 1.

EXISTING UTILITY NOTES:

PLUS/MINUS+/-

AT (MEASUREMENT)@

NUMBER (REBAR Ø)#

EXISTINGEX/EXIST

DRAWING(S)DWG(S)

DIAMETERDIA or Ø

DUCTILE IRON DI

CAST IRON CI

BLOW OFF BO

NOT TO SCALENTS

NUMBERNO

MECHANICAL JOINT MJ

MINIMUMMIN

INSIDE DIAMETERID

FLANGEFL

CONCRETECONC

ASSOCIATION

AMERICAN WATER WORKS AWWA

ASPHALT CONCRETEAC

ASPHALT BASE COURSEABC

TYPICALTYP

RESTRAINED MECHANICAL JOINTRJ

REVISION REV

REQUIREDREQ'D

POLYVINYL CHLORIDE PVC

POUNDS PER SQUARE FOOT PSF

DIMENSION

OUTSIDE DIAMETER, OUTSIDE OD

REPRESENTATIVES. SEE SECTION 1-07.6 OF THE SPECIFICATIONS FOR CLOSURE PERIOD DATES AND WORK RESTRICTIONS.

MONTHS. ALL WORK SHALL BE CONDUCTED DURING THIS CLOSURE PERIOD AND COORDINATED WITH STATE PARK

THE PROJECT IS LOCATED WITHIN DECEPTION PASS STATE PARK. THIS PORTION OF THE PARK IS CLOSED DURING THE FALL/WINTER 11.

SHALL BE SLOPED OR HAVE A SHORING SYSTEM IN ACCORDANCE WITH OSHA, STATE, AND LOCAL REQUIREMENTS.

CONSTRUCT TRENCHES IN ACORDANCE WITH SECTION 7-09 AND TYP P002. ALL OPEN TRENCHES, WORK AREAS, AND SHAFTS 10.

NOTIFICATION REQUIRMENTS.

ENGINEER PRIOR TO COMMENCEMENT OF ANY TIE-IN WORK. REFER TO SPECIFICATION SECTION 07-09.3(19)A FOR ADVANCE

TIE-INS AROUND THE OWNER'S OPERATIONAL REQUIRMENTS AND LIMITATIONS. ADVANCE NOTICE SHALL BE GIVEN TO THE

SCHEDULED TIE-INS IN ACCORDANCE WITH THE SEQUENCING REQUIRMENTS OF THE CONTRACT. SCHEDULE AND COORDINATE9.

INSPECTOR WILL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE PROPER PERFORMANCE OF THE WORK.

THE CONTRACTOR IS REPSONSIBLE FOR ARRANGING FOR REQUIRED INSPECTIONS. THE PRESENCE OR ABSENCE OF THE 8.

CONTRACTOR'S RECORD DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW AND COMMENT.

CONDITIONS THAT HAVE CHANGED OR ARE DIFFERENT THAN SHOWN ON THE PLANS. UPON COMPLETION OF THE WORK, THE

CONTRACTOR SHALL KEEP COMPLETE AND ACCURATE RECORD DRAWINGS OF THE WORK, UTILITY POTHOLE DATA, AND EXISTING7.

BRACING, VENTILATION, CONFORMANCE WITH TRAFFIC CONTROL AND MAINTENANCE OF BARRICADES AND WARNING DEVICES.

SAFETY AND CHARACTER OF WORK, EQUIPMENT, AND PERSONNEL. THIS INCLUDES, BUT IS NOT LIMITED TO SHEETING, SHORING,

THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL LAWS AND ORDINANCES RELATING TO THE6.

PLANS.

CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS UNLESS OTHERWISE NOTED IN THE5.

AND THE ENGINEER AT NO COST TO THE OWNER.

RESULTING FROM CONTRACTORS CONSTRUCTION ACTIVITIES. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE OWNER

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, BUILDINGS, OR OTHER STRUCTURES 4.

STURCTURES THAT ARE DISTURBED, DAMAGED, OR REMOVED BY CONSTRUCTION.

IN THE PROFILE. CONTRACTOR SHALL RESTORE TO PRECONSTRUCTION CONDITIONS AND LOCATIONS ANY EXISTING

RETAINING WALLS, SIGNS, POST, MARKERS, MAIL BOXES, ETC., CROSSED BY THE PROPOSED PIPING MAY NOT BE INDICATED IN

STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING3.

CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER.

SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS 14 DAYS IN ADVANCE OF THE CONSTRUCTION PROGRESS. THE

DIMENSIONS TO STRUCTURES, REFERENCED PIPING, PAVING, AND OTHER IMPROVEMENTS ARE APPROXIMATE. CONTRACTOR2.

SHALL BE REESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF WASHINGTON.

ENCOUNTERED ON SITE. SURVEY MONUMENTS AND PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTS AND CORNER MARKERS, IF1.

GENERAL NOTES:


170

170

170

160

160

160

160

150

ST

AT

E

RO

UT

E 20

SIGN PLACKARD

ASSEMBLY

WATER AIR RELEASE

POWER

VAULT

WOOD COVER

FORCE MAIN JUNCTION BOX W/

SANITARY SEWER

(TYP)SIGN TYPE III

OBJECT MARKER AT

BRIDGE CORNERS

WV

GRAVEL TRAIL

POWER

GUARD RAIL (TYP)

STONE BASE AND

LOG RAILING

P

CONNECTION

EX. SADDLE

DETAIL 2, THIS SHEET

BLOW -OFF PER

EXISTING 4"

EXISTING 24" DI WATER MAIN

APPROXIMATE LOCATION OF

EXISTING 12" DI WATER MAIN

APPROXIMATE LOCATION OF

ROW (TYP)

LIMITS OF WSDOT

ROW (TYP)

LIMITS OF WSDOT


DATE

CHECKED

DRAWN

DESIGNED

10730A.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF 4DECEMBER 2018

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

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G G

®

CITY OF OAK HARBOR


55635

1+00 1+20

1+40

1+60

1+68.54

Plot

Date: 1

9-D

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PROJECT NO.

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BAS

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3

10730A1000C001.dgn

C01CIVIL

ROCK BRIDGE INTERTIE

PLAN

= #

5

DETAIL 1. THIS SHEET

OF EXISTING 3" BLOW-OFF

APPROXIMATE LOCATION

1

- SCALE: NTS

2

- SCALE: NTS

10'0 5' 20'

C02

4

bha

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3

C02

1

8

7

12" W

3

8

4

6

9

2

PATH (TYP)

PEDESTRIAN

LIMITS OF EX

ROCK BRIDGELIMITS O

F EX

GENERAL CONSTRUCTION NOTES

1. ITEMS ENCOUNTERED ON SITE (INCLUDING BELOW

GRADE) NOT SHOWN ON THE DRAWINGS SHALL BE

BROUGHT TO THE ATTENTION OF THE OWNER'S

REPRESENTATIVES IMMEDIATELY.

2. THIS PROJECT IS LOCATED WITHIN DECEPTION PASS

STATE PARK. THIS PORTION OF THE PARK IS CLOSED

DURING THE FALL/WINTER MONTHS. ALL WORK

SHALL BE CONSTRUCTED DURING THE CLOSURE

PERIOD AND COORDINATED WITH STATE PARK

REPRESENTATIVES. SEE SECTION 1-07 OF THE

SPECIFICATIONS FOR CLOSURE PERIOD DATES AND

WORK RESTRICTIONS.

3. NO WORK SHALL BE CONDUCTED FROM STATE

ROUTE 20 (SR20).

4. SEE DETAIL 5, SHEET C02 FOR AVAILABLE

CLEARANCE UNDER ROCK BRIDGE. CONTRACTOR

SHALL VERIFY CLEARANCE PRIOR TO

CONSTRUCTION.

5. EXISTING UTILITIES ARE SHOWN TO ASSIST THE

CONTRACTOR. THE CONTRACTOR SHALL BE

RESPONSIBLE TO PROTECT IN PLACE ALL UTILITIES

OR STRUCTURES WHETHER OR NOT THEY ARE

SHOWN ON THESE PLANS. ANY DAMAGE TO

UTILITIES OR STRUCTURES CAUSED BY THE

CONTRACTOR'S OPERATIONS SHALL BE REPAIRED

AT THE CONTRACTOR'S EXPENSE.

6. CONSTRUCTION SHALL BE SEQUENCED SUCH THAT

ONE OR BOTH OF THE EXISTING WATER MAINS (12"

AND 24") ARE ONLINE AT ALL TIMES.

7. MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.

8. SEE SPECIFICATIONS FOR GENERAL MATERIAL AND

INSTALLATIONS REQUIREMENTS.

9. CONSTRUCT TRENCHES IN ACCORDANCE WITH

SECTION 7-09 OF THE SPECIFICATIONS AND TYP

P002. ALL OPEN TRENCHES, WORK AREAS, AND

SHAFTS SHALL BE SLOPED OR HAVE SHORING

SYSTEM IN ACCORDANCE WITH OSHA, STATE, AND

LOCAL REQUIREMENTS.

10.CONTRACTOR SHALL COORDINATE WITH CITY TO

DRAIN LINES PRIOR TO CUT-INS. DRAIN WATER

SHALL BE DE-CHLORINATED AND DISCHARGED TO

APPROVED FORESTED AREA.

11.CONTRACTOR SHALL PRESSURE TEST ALL

INSTALLED PIPE AND FITTINGS AS DESCRIBED IN

SECTIONS 7-09.3(23) OF THE SPECIFICATIONS.

TESTED PIPE AND FITTINGS SHALL BE ISOLATED

FROM THE EXISTING SYSTEM DURING TESTING.

12.INSTALLED PIPE AND FITTINGS SHALL BE

DISINFECTED AND FLUSHED PRIOR TO BEING PUT

INTO SERVICE. PIPELINE DISINFECTION AND

FLUSHING SHALL CONFORM TO SECTION

7-09.23(24) OF THE SPECIFICATIONS. ALL FLUSHING

WATER SHALL BE DE-CHLORINATED AND

DISCHARGED TO APPROVED FORESTED AREA.

13.ALL PIPE JOINTS AND MECHANICAL FITTINGS SHALL

BE THRUST RESTRAINED AS SPECIFIED IN THE

SPECIFICATIONS AND SHOWN ON THE PLANS.

KEY NOTES

1 REMOVE AND PRESERVE EXISTING 3" BLOW-OFF

AND TAPPED BLIND FLANGE. RELOCATE ON NEW

12" FLANGED TEE PER DETAIL 3, SHEET CO2.

2 TIE-IN TO EXISTING 12" LINE PER DETAIL 3, SHEET

C02.

3 TIE-IN TO EXISTING 24" LINE PER DETAIL 4, SHEET

C02.

4 REMOVE AND DISPOSE OF EXISTING 4" BLOW-OFF

AND SADDLE CONNECTION.

5 INSTALL SILT FENCE ON DOWNHILL SIDE OF

CONSTRUCTION AREA AS NECESSARY TO

CONTAIN CONSTRUCTION SEDIMENT ON SITE.

REMOVE AND REPLACE AS NECESSARY FOR

EQUIPMENT ACCESS.

6 PRESERVE AND PROTECT EXISTING TREES

ADJACENT TO EXISTING 4" BLOW-OFF. HAND DIG

AROUND ROOTS AS NECESSARY.

7 TRENCH TO BE RESURFACED WITH 3" OF 3/4 INCH

MINUS CRUSHED ROCK TO MATCH EXISTING

PEDESTRIAN PATH.

8 TRENCH TO BE RESURFACED WITH TOP SOIL AND

STRAW WHERE OUTSIDE OF EXISTING

PEDESTRIAN PATH LIMITS.

9 64 LF - 12" DI, RESTRAINED JOINT.

10 CONSTRUCTION ACCESS FROM STAGING AREA

PER STATE PARK PROPERTY AGREEMENT. SEE

SECTION 1-07.6.

.

EXISTING 3" BLOW-OFF DETAIL (TO BE RELOCATED)

EXISTING 4" BLOW-OFF DETAIL (TO BE REMOVED)

ACCESS

CONSTRUCTION 10


"X

6"

MIN

TR

EN

CH

"X" + 4" MIN

6" MINIMUM (TYP)

"L"/2

"L"/2

9" MIN

0.25 Ø

8" MIN

(FL x FL)

12" GATE VALVE

(FL x FL)

24" x 12" RED TEE

(FL x RJ)

12" GATE VALVE

(FL x RJ)

24" BUTTERFLY VALVE

(FL x RJ)

24" BUTTERFLY VALVE

(LF AS REQUIRED)

24" DI NIPPLE

(LF AS REQUIRED)

24" DI NIPPLE

WATER MAIN

EXISTING 12" DI

12" TEE (FL x FL)

WATER MAIN

EXISTING 12" DI

WATER MAIN

EXISTING 24" DI

BLOCKING

INSTALL THRUST

WATER MAIN

EXISTING 24" DI

24" SLEEVE (RJ)

24" SLEEVE (RJ)

(FL x RJ)

12" ADAPTER

AS REQUIRED)

12" DI NIPPLE (LF

(FL x RJ)

12" GATE VALVE

12" SLEEVE (RJ)

BLOW-OFF

RELOCATE EXISTING(FL x RJ)

VALVE

12" GATE

AS REQUIRED)

12" DI NIPPLE (LF

(RJ)

12" SLEEVE

(FL x FL)

12" TEE

AP

PR

OX 1

2 L

F

AP

PR

OX 1

2 L

F

11'-0"

8'-9" 8'-9"

2'-6"

EXISTING BRIDGE

TOP OF PIPE

TRENCH DEPTH TO

12" PIPE

BLOCKING

INSTALL THRUST


DATE

CHECKED

DRAWN

DESIGNED

10730A.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF 4DECEMBER 2018

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

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CITY OF OAK HARBOR


55635

CLEAN VALVE BOX OF ALL DEBRIS AND SOIL.2.

ROTATION TO OPEN VALVE.SQUARE AWWA NUT WITHIN 36" OF VALVE BOX COVER. INDICATE ON NUT DIRECTION OF ALL BURIED VALVES SHALL BE PROVIDED WITH EXTENSION STEM OPERATOR WITH 2" 1.

NOTES:

3"

PIPE

OD

TRENCH WIDTH

CONTRACTOR SHALL

MATCH EXISTING

GRADE OR FINISH

GRADE AS INDICATED

ON THE DRAWINGS

AND AS SPECIFIED

12" MINSHORING. SEE NOTE 1.

EXISTING GRADE

UNDISTURBED SOIL

WID

TH

PLAN

SERVICE STAMPED

6" THICK x 3'-4" DIA.

5 1/4" DIA. SLIP TYPE CI

UNDISTURBED SOIL

SECTION

BRICKS ALL AROUND

DIA = VALVE BOX ID MINUS 1/8"

VALVE STEM EXTENSION

VALVE SUPPORT

FINISH GRADE IN

UNPAVED AREAS

VALVE ENDS FOR TYPE

OF PIPE INSTALLED

VALVE BOX. SUPPORT BOX

ON BRICKS. BOX SHALL NOT

REST ON VALVE BODY.

ON LID

1/4" THICK STL TRASH RING. RING

3"

UNDISTURBED SOIL

OBTAIN BEARING AREA AGAINST

LENGTH "L" AS REQUIRED TO

SLOPE

MAXIMUM2

1

TO O

BT

AIN B

EA

RIN

G A

RE

A

ADDITIONAL EXCAVATION IF NECESSARY


OBTAIN BEARING AREA

AGAINST UNDISTURBED

SOIL

PLACE CONC LEVEL WITH TOP OF PIPE

FORCE

THRUST

OBTAIN BEARING AREA AGAINST


UNDISTURBED SOIL

AG

AIN

ST U

NDIS

TU

RB

ED S

OIL

OR SLOPE UP IF NECESSARY TO

OBTAIN REQUIRED BEARING AREA

TO OBTAIN REQUIRED BEARING AREA

A

-

A

-

A

-

-

A TYPICAL SECTION

THRUST

FORCE

"H"

AS R

EQ

UIR

ED

THRUST FORCE

"L"/2 "L"/2

"L"/2 "L"/2

BEDDING PER SECTION 09-03.12(3)

6" COMPACTED BEDDING

CONCRETE.

09-03.12(3)

ZONE BEDDING PER SECTION

GRAVEL BACKFILL FOR PIPE

CONCRETE

TYP

P002

NS 09/06/13

TYP

P102 PIPE THRUST BLOCK

NS 08/01/05

THRUST BLOCK SHALL BEAR ON UNDISTURBED SOIL.3.

CONCRETE SHALL BE PER SECTION 6-02.3(2)B.2.

THE DRAWINGS.WHEN THE PIPE IS SUBJECTED TO ITS TEST PRESSURE, OR BEARING AREA INDICATED ON PER FOOT OF DEPTH TO A MAXIMUM VALUE OF 1500 PSF AT THE TOP OF THRUST BLOCK BEARING AREA IS THE AREA REQUIRED TO OBTAIN A MAXIMUM SOIL LOADING OF 200 PSF 1.

NOTES:

PIPE TRENCH

NATIVE NOT SUITABLE.

BACKFILL PER SECTION 9-03.10 IF

BANK RUN GRAVEL FOR TRENCH

NATIVE MATERIAL BACKFILL OR

GRAVEL BACKFILL FOR PIPE ZONE

SEE SPECIFICATIONS FOR SHORING REQUIREMENTS.1.

NOTES:

CDF PER SECTION 2-09.3(1)E.

VALVES TO SPRINGLINE WITH

BACKFILL TRENCHES AT ALL

VALVE TYPE AS INDICATED ON THE DRAWINGS. 3.

CLEAN VALVE BOX OF ALL DEBRIS AND SOIL.2.

DIRECTION OF ROTATION TO OPEN VALVE.SQUARE AWWA NUT WITHIN 36" OF VALVE BOX COVER. NUT IS TO INDICATE ALL BURIED VALVES SHALL BE PROVIDED WITH EXTENSION STEM OPERATION WITH 2" 1.

NOTES:

SERVICE STAMPED

VALVE BOX. SUPPORT BOX

ON BRICKS. BOX SHALL NOT

REST ON VALVE BODY.

BRICKS ALL AROUND

DIA = VALVE BOX ID MINUS 1/8".

VALVE STEM EXTENSION

FINISH GRADE IN

UNPAVED AREAS

8" x 12" MASONRY

1/8

1/8

ON LID

#5@12" EW CENTERED

1/4" THICK STL TRASH RING. RING

8" THICK x 3'-6" SQUARE

TYP

P026

12/19/18S

BURIED BUTTERFLY VALVE

UNDISTURBED SOIL

6"

MIN

SECTION 09-03.12(3)

BEDDING PER

FOR PIPE ZONE

GRAVEL BACKFILL

CDF PER SECTION 2-09.3(1)E.

VALVES TO SPRINGLINE WITH

BACKFILL TRENCHES AT ALL

OR CONCRETE SUPPORT

CONCRETE VALVE SUPPORT

OD + 24" MAX

TYP

P022

08/01/05

VALVE BOX INSTALLATION

Plot

Date: 2

0-D

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PROJECT NO.

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BAS

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10730A1000C002.dgn

C02CIVIL


DETAILS

4

-

3

-

DETAIL CONNECTION TO 12" LINE

SCALE: NONE SCALE: NONE

TYP

P102

5

- SCALE: NONE

DETAIL CONNECTION TO 24" LINE

11'-0"

ROCK BRIDGE CENTERLINE

PATHWAY CENTERLINE

TO CONSTRUCTION.

AS MEASURED ONSITE. CONTRACTOR TO VERIFY AVAILABLE CLEARANCE PRIOR

1. CLEARANCE SHOWN IS MINIMUM AVAILABLE ALONG CENTERLINE OF UNDERPASS

NOTE:

12" W

12" W

TYP

P102

BLOCKING

THRUST

INSTALL

1

1

E=1200448.90

N=516536.00

STA 1+00.00

E=1200516.71

N=516545.70

STA 1+68.542

2

3'-0"

BRID

GE C

LE

RA

NC

E

6

-

EXISTING ROCK BRIDGE CLEARANCE DETAIL

SCALE: 1/4" = 1'-0"

EXISTING ROCK BRIDGE VERTICAL CLEARANCE DETAIL

MIN WIDTH 20'-0"

BRIDGE UNDERPASS

bha

wes

TRENCHING WIDTH

SPECIFIED IN THE PROJECT SPECIFICATIONS AND PLANS.

ALL PIPE JOINTS AND MECHANICAL FITTINGS SHALL BE RESTRAINED AS 2.

INSTALL GATE VALVES PER TYP P022.1.

NOTE:

TYP

P102

SPECIFIED IN THE PROJECT SPECIFICATIONS AND PLANS.

ALL PIPE JOINTS AND MECHANICAL FITTINGS SHALL BE RESTRAINED AS 2.

INSTALL GATE VALVES PER TYP P022 AND BUTTERFLY VALVES PER TYP P026.1.

NOTE:


CONTRACT PROVISIONS

for

OAK HARBOR WATER TRANSMISSION PROJECTS ROCK BRIDGE INTERTIE

FINAL DESIGN SUBMITTAL December 2018

DRAFT


CERTIFICATION

The technical material and data contained in this document were prepared under the supervision and direction of the undersigned, whose seals, as professional engineers/architects licensed to practice as such, are affixed below.

Prepared by

Brian Sliger WA State

DRAFT


City of Oak Harbor ROCK BRIDGE INTERTIE

December 2018 - DRAFT TOC-1 10730A10 pw://Carollo/Documents/Client/WA/Oak Harbor/8549A13/Specifications/Cover_TOC.docx

TABLE OF CONTENTS

CALL FOR BID...........................................................................................................CB-1 – CB-2

PART 1. BID PROPOSAL DOCUMENTS

BIDDER’S CHECKLIST .................................................................................................. BC-1 BID PROPOSAL .................................................................................................. BP-1 – BP-5 BID PROPOSAL BOND ..................................................................................................BB-1 NON-COLLUSION AFFIDAVIT....................................................................................... NC-1 CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENTS .................................... CC-1

PART 2. AGREEMENT AND BONDS

AGREEMENT .......................................................................................................... A-1 – A-3 PERFORMANCE BOND ..................................................................................... PB-1 – PB-2 LABOR & MATERIAL PAYMENT BOND .............................................................. LB-1 – LB-2 AFFIDAVIT OF INDUSTRIAL INSURANCE COMPLIANCE ............................................ AII-1 INSURANCE COVERAGE QUESTIONAIRE....................................................................IQ-1 LETTER OF EMPLOYMENT OF SUBCONTRACTOR .................................................... LE-1

PART 3. SPECIAL PROVISIONS ............................................................................... SP-1 – SP-51 PART 4. AMENDMENTS TO STANDARD SPECIFICATIONS ............................... AM-1 – AM-44 PART 5. PROPERTY RELEASE FORM ......................................................................... PRF-1 PART 6. PLANS ...................................................................................................... G01 – C02

APPENDICES APPENDIX A: PERMITS APPENDIX B: INADVERTENT DISCOVERY PROTOCOL APPENDIX C: AFFIDAVIT OF INDUSTRIAL INSURANCE COMPLIANCE APPENDIX D: WASHINGTON STATE PREVAILING WAGES


CALL FOR BIDS

CITY OF OAK HARBOR



ENGINEER’S ESTIMATE $180,000

Sealed proposals will be received by the undersigned at the City of Oak Harbor, 865 SE Barrington Drive, Oak Harbor, Washington 98277 up to but not later than 2:00 p.m. local time on Tuesday, February 19th, 2019 for furnishing the necessary labor, materials, equipment, tools, and guarantees thereof to construct the Rock Bridge Intertie. At the time and date stated above, the proposals will be publicly opened and read aloud. Proposals are to be submitted only on the forms provided with the Contract Documents. Contractors are invited to submit bids for the Oak Harbor Water Transmission Projects Rock Bridge Intertie in Oak Harbor, Washington. The work shall consist of Water System Intertie in Oak Harbor, Washington. All work shall be in conformance with the Contract Plans, Contract Provisions, and the 2018 Standard Specifications for Road, Bridge and Municipal Construction. The work shall be completed within 28 calendar days after the commencement date stated in the Notice to Proceed. All bidding and construction is to be performed in compliance with the request for the Proposal, Plans, Specifications, and Contract for this project and any addenda issued thereto which are on file at the office of the City Clerk, City Hall, City of Oak Harbor, Washington.

Complete details of the plans, specifications and submittal requirements are available on-

line at SolicitBid at https://solicitbid.com/Posts/Projects.aspx. Contact SolicitBid at (206)

219-6481 for assistance.

The Owner reserves the right to reject any or all bids, to waive irregularities or informalities in the bid or in the bidding, to accept any alternate bids, and to make such award that it deems to be in its best interest and pursuant to the terms of the General Conditions. The Owner intends to award a contract to the lowest responsible and responsive bidder. Each bid must be accompanied by a cashier's check, money order or surety bid bond in the amount of not less than five percent (5%) of the total bid, made payable to the City of Oak Harbor. A Performance Bond as well as a Labor and Material Payment Bond will be required with the Contract. No bidder may withdraw its bid after the hour set for opening thereof or before award of contract, which normally occurs within 45 calendar days after bid opening. The City of Oak Harbor reserves the right to postpone the award for a period of 60 calendar days after bid opening. Bid securities of the three lowest bidders will be held by the City of Oak Harbor until official award of the contract.


CB - 2

Inquiries should be directed to The City of Oak Harbor; Alex Warner, P.E., Project Manager, email: [email protected], phone: (360) 279-4527. The City of Oak Harbor in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.

(Signed) CARLA BROWN City Clerk


PART 1.

BID PROPOSAL DOCUMENTS


BC-1

BIDDERS’ CHECKLIST

The bidder’s attention is especially called to the following forms which must be completed in full as requested and submitted collectively as Bid Proposal package.

1. PROPOSAL FORM 2. BIDDER’S IDENTIFICATION AND CONTACT INFORMATION 3. WORK ALLOCATION AND LIST OF SUBCONTRACTORS 4. ACKNOWLEDGEMENT OF ADDENDA (ON BID PROPOSAL) 5. POWER-OF-ATTORNEY FOR SURETY’S AGENT TO EXECUTE BIDDER’S BOND (NOTARIZED)

6. BID BOND Cash, Certified Check or Bid Bond through a Surety Company. 7. NON-COLLUSION AFFIDAVIT 8. CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENTS The following contract forms are to be executed and submitted within ten (10) calendar days after award of Contract: 1. AGREEMENT

This agreement is to be executed by the successful bidder in four counterparts.

2. PERFORMANCE BOND To be executed by the successful bidder and the bidder’s surety company.

3. LABOR AND MATERIAL PAYMENT BOND To be executed by the successful bidder and the bidder’s surety company.

4. PROOF OF INSURANCE AND QUESTIONAIRE

Copy of policy and appropriate endorsements on forms provided or other form acceptable to the Owner.

5. LETTER OF EMPLOYMENT OF SUBCONTRACTOR

The contractor shall complete the attached form.


BP-1

PROPOSAL

City of Oak Harbor 865 SE Barrington Drive Oak Harbor, Washington 98277 The undersigned has examined the Work site(s), local condition, the Contract Documents, and all applicable laws and regulations covering the Work. The following unit and lump sum prices are tendered as an offer to perform the Work in accordance with all of the requirements set forth in the Contract Documents and all applicable laws and regulations. After the date and hour set for submitting the Proposals, no bidder may withdraw its Proposal, unless the Award of the contract is delayed for a period exceeding 60 consecutive calendar days. The undersigned agrees that in the event it is awarded the contract for the Work, it shall employ only contractors and Subcontractors that are duly licensed by the State of Washington and remain so at all times they are in any way involved with the Work. The undersigned agrees that the Owner reserves the right to reject any or all Proposals and to waive any minor irregularities and informalities in any Proposal. The undersigned agrees that the Owner reserves the right to Award the contract to the lowest responsible, responsive bidder whose Proposal is in the best interests of the Owner. The Owner will determine at the time of Award of the Contract which additives, if any, will be included in the Contract.


BP-2

PROPOSAL – Continued

OAK HARBOR WATER TRANSMISSION PROJECTS - ROCK BRIDGE INTERTIE

No.

Eng 06-20 Bid Schedule - Item Approx. Quantity

Unit Unit Cost Extended

Cost

1. 1-04.4(1) Minor Change 1 LS $10,000.00 $10,000.00

2. 1-05.18 Record Drawings (Minimum Bid $2,000) 1 LS

$_________

$__________

3. 1-09.7 Mobilization 1 LS

$_________

$__________

4. 2-09.5 Locate Existing Utilities 1 LS

$_________

$__________

5 7-09.5 Trench Excavation Safety System 1 LS

$_________

$__________

6. 7-09.5 Ductile Iron Pipe: AWWA C151, 12 In. Diam. 70 LF

$_________

$__________

7. 7-09.5 Ductile Iron Pipe: AWWA C151, 24 In. Diam. 10 LF

$_________

$__________

8. 7-09.5 Additional Ductile Iron Fittings 1000 LB

$_________

$__________

9. 7-09.5 Connection to Existing Water Mains 2 EA

$_________

$__________

10. 7-09.5 Bank Run Gravel for Trench Backfill 50 TON

$_________

$__________

11. 7-09.5 Gravel Backfill for Pipe Zone Bedding

60 TON

$_________

$__________

12. 7-09.5 Controlled Density Fill (CDF) 5 CY

$_________

$__________

13. 7-12.5 Gate Valve, 12 In. 4 EA

$_________

$__________

14. 7-12.5 Butterfly Valve, 24 In. 2 EA

$_________

$__________

15. 8-01.5 Erosion Control and Water Pollution Prevention 1 LS

$_________

$__________

16. 8-02.5 Landscape Restoration 1 LS

$_________

$__________

SUBTOTAL BID: $_________________________

WASHINGTON SALES TAX (8.7%): $_________________________

TOTAL BID: $_________________________

TOTAL BID WRITTEN IN WORDS:

$_____________________________________________________________________________


BP-3

BIDDER IDENTIFICATION AND CONTACT INFORMATION

Name of Firm: Address: Telephone No.: Cell No.: Contact Person for this Project: Email:


BP-4


WORK COMPLETED BY CONTRACTOR

List the Work and the dollar amount thereof that the Contractor will complete with its forces, if awarded the contract.

Work to be Performed Dollar Amount

PROPOSED SUBCONTRACTORS

List all other Subcontractors and their Washington State Department of Licensing contractor’s Registration No. that will be used on the Work if you are awarded the contract, together with the work to be performed. This information shall be provided to the Owner and Engineer within three days of the bid opening.

Work to be Performed Subcontractor

(Name and Registration No.)


BP-5


ADDENDA RECEIVED

Addendum No. Date Received Name of Recipient

NOTE: Contractor is responsible for verifying the actual number of addenda issued prior

to submitting a Proposal.

Subject to any extensions of the Contract Time granted under the Contract Documents, the undersigned agrees to physically complete the Work required under this contract within 28

calendar days after the commencement date stated in the Notice to Proceed. The undersigned has reviewed and fully understands the provisions in the Contract Documents regarding liquidated damages and agrees that liquidated damages shall be $1,000.00 (US) for each and every working day required beyond the Contract Time for physical completion until the Physical Completion Date is achieved. The undersigned’s Washington State Department of Labor and Industries Workman’s Compensation Account No. is . The undersigned has reviewed all insurance requirements contained in the Contract Documents and has verified the availability of and the undersigned’s eligibility for all required insurance. The undersigned verifies that the cost for all required insurance has been included in this Proposal. The undersigned waives its immunity under applicable Workman’s Compensation Statues including, but not limited to, R.C.W. Title 51. This waive has been specially negotiated by the parties, which is acknowledged by the undersigned in signing this Proposal. By signing the proposal, the undersigned declares, under penalty of perjury under the laws of the United States and the State of Washington, that the following statements are true and correct:

1. That the undersigned person(s) or entity(ies) has(have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this Proposal is submitted.


BP-6


2. That by signing the signature page of this Proposal, I am deemed to have signed and to have agreed to the provisions of this declaration.

The undersigned agrees that the Owner is authorized to obtain information from all references included herein. Proposal Signature:

Print Company Name

By: Print Name

Sign Name

Title

Date


BB-1

BID BOND Herewith find deposit in the form of (_) check, (_) cashier’s check, (_) cash, or (_)bid bond for the amount of $___________________, which amount is not less than five percent (5%) of the total bid. ____________________________________ Signature

KNOW ALL MEN BY THESE PRESENTS: That we, __________________________, as Principal, and _________________________, Surety, are held and firmly bound unto the City of Oak Harbor, as Obligee, in the penal sum of __________________________________________________________________________________________________________________________________________________Dollars,

5% of Maximum Bid Amount That Could Be Awarded

for the payment of which the Principal and Surety bid themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for OAK HARBOR WATER TRANSMISSION PROJECTS - ROCK BRIDGE INTERTIE Contract #: ENG-06-20 According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety of Sureties approved by the Obligee; or, if the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED AND DATED THIS ________DAY OF ______________, 20___. PRINCIPAL SURETY By________________________________ By_____________________________ Title______________________________ Title____________________________ Power of Attorney By


NC-1

NON-COLLUSION AFFIDAVIT

STATE OF WASHINGTON ) ) ss COUNTY OF ISLAND ) , being first duly sworn, on his/her oath stated the bid above submitted is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any person not therein named; and he further says that the said bidder has not directly or indirectly induced or solicited any bidder on the above work or supplies to put in a sham bid, or any other person or corporation to refrain from bidding; and that said bidder has not in any manner sought by collusion to secure to themselves an advantage over any other bidder or bidders. Contractor Subscribed and sworn to before me this day of , 2019. Notary Public in and for the State of Washington residing in


Certification of Compliance with Wage Payment Statutes

The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (Tuesday, February 19th, 2019), the bidder is not a “willful” violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction.

I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct.

Bidder’s Business Name

Signature of Authorized Official*

Printed Name

Title

Date

City

State

Check One:

Sole Proprietorship ☐ Partnership ☐ Joint Venture ☐ Corporation ☐

State of Incorporation, or if not a corporation, State where business entity was formed:

If a co-partnership, give firm name under which business is transacted:

* If a corporation, proposal must be executed in the corporate name by the president or vice-

president (or any other corporate officer accompanied by evidence of authority to sign). If a

co-partnership, proposal must be executed by a partner.


BP-2

PART 2.

AGREEMENT AND BONDS


CITY OF OAK HARBOR, WASHINGTON CONSTRUCTION CONTRACT COVER SHEET

Contract Parties: City of Oak Harbor and ______________________________________ Contract Reference: ___________________________________________________________ Description of Work: ___________________________________________________________ _____________________________________________________________________________ Contract Amount: Not to exceed $____________________ Contract Period: ___________________________________________________________


A-1

AGREEMENT

THIS AGREEMENT is entered into by and between the CITY OF OAK HARBOR (hereinafter called the Owner) and _____________________________________________ hereinafter called the Contractor). The Owner and the Contractor agree as follows:

ARTICLE 1. WORK. The work shall consist of all work items necessary to install, complete and ready for use, Oak Harbor Water Transmission Projects - Rock Bridge Intertie as described in the contract documents. All work shall be in conformance with the Contract Plans, Contract Provisions and 2018 Standard Specifications for Road, Bridge and Municipal Construction.

ARTICLE 2. CONTRACT TIME. The Contractor shall be substantially complete with the work within twenty-eight (28) calendar

days (the Physical Completion Date) of a date specified in the Notice to Proceed.

ARTICLE 3. ROAD CLOSURE

No Road Closures will be allowed without prior approval from the Engineer.

ARTICLE 4. CONTRACT PRICE. The Owner shall pay the Contractor the amount(s) set forth in the Proposal (in United States dollars) for completion of the Work in accordance with the Contract Documents.

ARTICLE 5. CONTRACT DOCUMENTS. The Contract Documents, which comprise the entire agreement between the Owner and the Contractor concerning the Work, consists of the following:

1. Change Orders and written Change Directives issued after the effective date of this Agreement;

2. Addenda numbers __________, inclusive; 3. This Agreement and contract form;

4. The Contractor’s Proposal including the bid, bid schedule(s), information required of

Bidder, and all required certificates and affidavits;

5. The Performance Bond and the Labor and Material Payment Bond;


A-2

6. The Special Provisions;

7. The Plans (or drawings):

8. Amendments to the WSDOT Standard Specification for Road, Bridge and Municipal Construction 2018 edition;

9. WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 2018 edition;

10. Technical Specifications;

11. Appendices _A, B, C, D_____, inclusive; In the event of any conflict or inconsistency between any of the foregoing documents, the conflict or inconsistency shall be resolved upon the basis of the numerical order. The document or documents assigned the small number or numbers being controlling over any document having a larger number in the numerical order set forth above. Provided, however, although the supplemental conditions incorporates standard specifications by reference, in case of conflict or inconsistency, these standard specifications have a numerical order as shown above. There are no Contract Documents other than those listed in this Article 5. The Contract Documents may be amended only in writing by Addendum, Change Order or Change Directive as provided in the Contract Documents.

ARTICLE 6. MISCELLANEOUS. No assignment of any of the Contractor’s rights under or interests in the Contract Documents, including but not limited to rights to payment, will be allowed without the prior written consent of the Owner. Unless specifically stated in a written consent to an assignment, no assignment will release or discharge the Contractor-assignor from any duty or responsibility under the Contract Documents. The Contract Documents are binding upon the Owner and the Contractor, and their respective partners, successors, assigns and legal representatives.


A-3

ARTICLE 7. INDEMNIFICATION

The Contractor shall defend indemnify and hold the City, its officers, officials, employees and volunteers and Engineer harmless from any claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with the performance of this Agreement, except for injuries and damages caused by the sole negligence of the City. Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115 then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, and volunteers, the Contractor’s liability hereunder shall be only to the extent of the Contractor’s negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor’s waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. IN WITNESS WHEREOF, Owner and Contractor have caused this Agreement to be executed the day and year first above written.

CITY OF OAK HARBOR CONTRACTOR By By Date Title

Attest Address for giving notices: _______________________________________________ License No. Agent for service of process:


PB-1

PERFORMANCE BOND

We ______________________________ as Principal, and ___________________________ as Surety, jointly and severally bind ourselves, our heirs, successors and assigns as set forth herein to CITY OF OAK HARBOR (hereinafter called the Owner) for payment of the penal sum of $____________________ (US), lawful money of the United States in connection with the Owner’s award to the Contractor of a Contract for construction (“Contract”) of the following project:


THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor shall in all respects faithfully perform all obligations and provisions in the said Contract, this obligation shall become null and void; otherwise, it shall remain in full force and effect, and Surety shall defend and indemnify Owner and Engineer against any loss or damage due to the failure of the Principal to strictly perform all obligations of the Contract. This bond shall remain in force for a period of at least two years after the Substantial Completion Date of the project, with respect to defective workmanship and materials, and shall otherwise secure all other obligations of the Contractor throughout any other periods of limitation. This bond is provided pursuant to and in compliance with R.C.W. Chapter 39.08, the terms and requirements of which statute are incorporated herein as though fully set forth. Surety agrees that no change, extension of time, modification, or addition to the terms of the Contract, or the Work to be performed hereunder, or to the Specifications shall in any way affect its obligation on this bond, and it hereby waives notice thereof. The Contractor and Surety agree that if the Owner is required to engage the services of an attorney in connection with the enforcement of this bond, each shall be jointly and severally liable to pay the Owner reasonable attorneys’ fees, costs and expenses incurred, with or without suit, in addition to the penal sum. Surety certifies that it is an authorized surety bond issuer, properly authorized to transact surety business in Washington. Surety agrees to be bound by the laws of the State of Washington and subject itself to the jurisdiction of the courts or the State of Washington.


PB-2

PERFORMANCE BOND – Continued Executed in for original counterparts on , 20 . CONTRACTOR By (Title) (Attach acknowledgement of authorized representative of Contractor). Any claims under this bond made in accordance with R.C.W 39.08 may be addressed to; (Name and address of Surety) __________________________________________ __________________________________________ (Name and address of Surety’s agent of process in Washington if different from above) (Telephone No. of Surety’s Washington agent) (Attach acknowledgment) __________________________________________ Surety By Its Attorney-in-Fact

NOTICE: Sureties must be authorized to conduct surety business in Washington and have an agent for service of process in Washington. Certified copy of Power of Attorney must be attached.


LB-1

LABOR AND MATERIAL PAYMENT BOND

We ______________________________ as Principal, and _________________________ as Surety, jointly and severally bind ourselves, our heirs, successors and assigns as set forth herein to CITY OF OAK HARBOR (hereinafter called the Owner) for payment of the penal sum of $____________________ (US), lawful money of the United States in connection with the Owner’s award to the Contractor of a Contract for construction (“Contract”) of the following project.


THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor shall in all respects faithfully perform all obligations and provisions in the said Contract, and pay all laborers, mechanics, Subcontractors, materialmen, taxing authorizes and all persons who supply such person or persons or Subcontractors with material, equipment and supplies for the carrying on of such Work, this obligation shall become null and void; otherwise, it shall remain in full force and effect, and Surety shall defend and indemnify Owner against any loss or damage due to the failure of the Principal to strictly perform all obligations of the Contract. This bond shall remain in force until completion of the project and acceptance by the Owner, and also for such period thereafter during which the law allows claims to be filed and sued upon. This bond is provided pursuant to and in compliance with R.C.W. Chapter 39.08, the terms and requirements of which statute are incorporated herein as though fully set forth. Surety agrees that no change, extension of time, modification, or addition to the terms of the Contract, or the Work to be performed hereunder, or to the Specifications shall in any way affect its obligation on this bond, and it hereby waives notice thereof. The Contractor and Surety agree that if the Owner is required to engage the services of an attorney in connection with the enforcement of this bond, each shall be jointly and severally liable to pay the Owner reasonable attorneys’ fees, costs and expenses incurred, with or without suit, in addition to the penal sum. Surety certifies that it is an authorized surety bond issuer, properly authorized to transact surety business in Washington. Surety agrees to be bound by the laws of the State of Washington and subject itself to the jurisdiction of the courts or the State of Washington.


LB-2

LABOR & MATERIAL PAYMENT BOND – Continued Executed in for original counterparts on , 20 . CONTRACTOR By (Title) (Attach acknowledgement of authorized representative of Contractor). Any claims under this bond made in accordance with R.C.W 39.08 may be addressed to; (Name and address of Surety) ______________________________ ______________________________ (Name and address of Surety’s agent of process in Washington if different from above) (Telephone No. of Surety’s Washington agent) (Attach acknowledgment) _______________________________________________ Surety By Its Attorney-in-Fact,

NOTICE: Sureties must be authorized to conduct surety business in Washington and have an agent for service of process in Washington. Certified copy of Power of Attorney must be attached.


AII-1

AFFIDAVIT OF INDUSTRIAL INSURANCE COMPLIANCE

STATE OF WASHINGTON )

) SS. COUNTY OF ) Being first duly sworn, on her/his oath states that all payments of Industrial Insurance and Medical Aid have been made for all workers, either directly employed by the Contractor or employed under subcontract, who have performed work on the: OAK HARBOR WATER TRANSMISSION PROJECTS - ROCK BRIDGE

INTERTIE for the CITY OF OAK HARBOR.

CONTRACTOR Subscribed and sworn to before me this day of , 20__.

Notary Public in and for State of Washington, residing at

My commission expires:


IQ-1

NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED AND ATTACHED TO CERTIFICATE OF INSURANCE.

INSURANCE COVERAGE QUESTIONNAIRE

For : ___________________________________________________________________________ (Name of Insured)

Project Title: OAK HARBOR WATER TRANSMISSION PROJECTS - ROCK BRIDGE

INTERTIE

Project Owner: CITY OF OAK HARBOR

Is the following coverage and/or conditions in effect?

Yes No

The Policy form is ISO Commercial General Liability form CG 20 10 10 01 (circle ONE). If no, attach a copy of the policy with required coverage clearly identified.

The Owner and Engineer, its officials, officers, employees and volunteers are additional insured’s as Respects (a) activities performed for the Owner by or on behalf of the Named Insured, (b) products and completed operations of the Named Insured, or (c) premises, owned, leased, or used by the Named Insured.

Products Completed operation coverage.

Personal Injury Liability Coverage

Broad Form Damage with X, C U Hazards included.

Blanket Contractual Liability coverage applying to this Contract or Contractual Liability Coverage applying to this Contract

Employers Liability – Stop Gap

45 days written notice of cancellation to the City

Deductibles Or SIRS GL AL Excess Insurer’s Best Rating GL AL Excess This questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does not amend, extend, or alter the coverage afforded by the policies indicated on the attached Certificate of Insurance. Agency/Broker Completed by (type) Address Completed by (Signature) Name of person to contact Telephone Number


LE-1

LETTER OF EMPLOYMENT OF SUBCONTRACTOR

_________________________, 20__ TO: City of Oak Harbor 865 SE Barrington Drive Oak Harbor, Washington 98277

Re: Contract No. ENG-06-20

Dear Sir: We, the undersigned, request permission of the City of Oak Harbor to employ a Subcontractor in order to fully perform the Work covered by the terms of that written Contract made and executed by and between the City of Oak Harbor and ourselves, _____________________________________________ on the

__________ day of ____________________, 20__, designated as Contract No. ENG-06-20

We intend to employ the firm of: A. B. C. for the purpose of performing the following described Work, and represent and warrant that the Work shall be performed by said Subcontractors, in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the Work to be performed by them constitutes approximately percent of the total dollar value of said Contract. Very truly yours, Contractor Signature of Surety


PART 3.

SPECIAL PROVISIONS


INTRODUCTION TO THE SPECIAL PROVISIONS 1 2 (August 14, 2013 APWA GSP) 3 4 The work on this project shall be accomplished in accordance with the Standard 5 Specifications for Road, Bridge and Municipal Construction, 2018 edition, as issued by the 6 Washington State Department of Transportation (WSDOT) and the American Public 7 Works Association (APWA), Washington State Chapter (hereafter “Standard 8 Specifications”). The Standard Specifications, as modified or supplemented by the 9 Amendments to the Standard Specifications and these Special Provisions, all of which are 10 made a part of the Contract Documents, shall govern all of the Work. 11 12 These Special Provisions are made up of both General Special Provisions (GSPs) from 13 various sources, which may have project-specific fill-ins; and project-specific Special 14 Provisions. Each Provision either supplements, modifies, or replaces the comparable 15 Standard Specification, or is a new Provision. The deletion, amendment, alteration, or 16 addition to any subsection or portion of the Standard Specifications is meant to pertain 17 only to that particular portion of the section, and in no way should it be interpreted that the 18 balance of the section does not apply. 19 20 The project-specific Special Provisions are not labeled as such. The GSPs are labeled 21 under the headers of each GSP, with the effective date of the GSP and its source. For 22 example: 23 24 (March 8, 2013 APWA GSP) 25 (April 1, 2013 WSDOT GSP) 26 27 Also incorporated into the Contract Documents by reference are: 28

• Manual on Uniform Traffic Control Devices for Streets and Highways, currently 29 adopted edition, with Washington State modifications, if any 30

• Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, 31 current edition 32

33 Contractor shall obtain copies of these publications, at Contractor’s own expense. 34 35


City of Oak Harbor Oak Harbor Water Transmission Projects - Rock Bridge Intertie

Page 2

1

DIVISION 1 2 GENERAL REQUIREMENTS 3

4 5 DESCRIPTION OF WORK 6 7 (******) 8 The Work consists of construction of a 12-inch ductile iron (DI) intertie between the City 9 of Oak Harbor’s existing 12-inch and 24-inch water transmission mains, including 10 trenching, the removal of existing blow offs, installation of 12-inch intertie and 11 appurtenances, connections to the existing system, repair and reconstruction of existing 12 improvements affected by the Work, and incidentals for a complete and usable intertie. 13 Installation of the intertie and all related work as shown in the approved construction 14 documents shall be completed in accordance with the attached Contract Plans, these 15 Contract Provisions, and Standard Specifications. Work shall also comply with codes, 16 ordinances, regulations, orders, and other legal requirements of public authorities having 17 bearing on the performance of the Work. 18 19 The Work is located in Deception State Park near Oak Harbor, Washington, approximately 20 0.2 miles south of the Deception Pass Bridge. The intertie will be installed under the 21 existing Rock Bridge on State Route 20 (SR20) at this location. 22 23 1-01.3 Definitions 24 (January 4, 2016 APWA GSP) 25 26 Delete the heading Completion Dates and the three paragraphs that follow it, and replace 27 them with the following: 28

29 Dates 30

Bid Opening Date 31 The date on which the Contracting Agency publicly opens and reads the Bids. 32

Award Date 33 The date of the formal decision of the Contracting Agency to accept the lowest 34 responsible and responsive Bidder for the Work. 35

Contract Execution Date 36 The date the Contracting Agency officially binds the Agency to the Contract. 37

Notice to Proceed Date 38 The date stated in the Notice to Proceed on which the Contract time begins. 39

Substantial Completion Date 40 The day the Engineer determines the Contracting Agency has full and unrestricted 41 use and benefit of the facilities, both from the operational and safety standpoint, 42 any remaining traffic disruptions will be rare and brief, and only minor incidental 43 work, replacement of temporary substitute facilities, plant establishment periods, 44 or correction or repair remains for the Physical Completion of the total Contract. 45



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Physical Completion Date 1 The day all of the Work is physically completed on the project. All documentation 2 required by the Contract and required by law does not necessarily need to be 3 furnished by the Contractor by this date. 4

Completion Date 5 The day all the Work specified in the Contract is completed and all the obligations 6 of the Contractor under the contract are fulfilled by the Contractor. All 7 documentation required by the Contract and required by law must be furnished by 8 the Contractor before establishment of this date. 9

Final Acceptance Date 10 The date on which the Contracting Agency accepts the Work as complete. 11

Correction Period 12

If within two years after the date of Substantial Completion (or such longer period 13 of time as may be prescribed by the terms of any applicable special guarantee 14 required by the Contract Documents, or by any specific provision of the Contract 15 Documents), any Work is found to be defective, or if the repair of any damages to 16 the Site, adjacent areas that Contractor has arranged to use through construction 17 easements or otherwise, and other adjacent areas used by Contractor as permitted 18 by Laws and Regulations, is found to be defective, then Contractor shall promptly, 19 without cost to Owner and in accordance with Owner’s written instructions: 20

1. Correct the defective repairs to the Site or such other adjacent areas; 21

2. Correct such defective Work; 22

3. If the defective Work has been rejected by Owner, remove it from the 23 Project and replace it with Work that is not defective, and 24

4. Satisfactorily correct or repair or remove and replace any damage to other 25 Work, to the work of others, or to other land or areas resulting therefrom. 26

If Contractor does not promptly comply with the terms of Owner’s written 27 instructions, or in an emergency where delay would cause serious risk of loss or 28 damage, Owner may have the defective Work corrected or repaired or may have 29 the rejected Work removed and replaced. Contractor shall pay all claims, costs, 30 losses, and damages (including but not limited to all fees and charges of 31 engineers, architects, attorneys, and other professionals and all court or arbitration 32 or other dispute resolution costs) arising out of or relating to such correction or 33 repair or such removal and replacement (including but not limited to all costs of 34 repair or replacement of work of others). 35

In special circumstances where a particular item of equipment is placed in 36 continuous service before Substantial Completion of all the Work, the correction 37 period for that item may start to run from an earlier date if so provided in the 38 Specifications. 39

Where defective Work (and damage to other Work resulting therefrom) has been 40 corrected or removed and replaced under this paragraph, the correction period 41 hereunder with respect to such Work will be extended for an additional period of 42 one year after such correction or removal and replacement has been satisfactorily 43 completed. 44

Contractor’s obligations under this paragraph are in addition to all other obligations 45 and warranties. The provisions of this paragraph shall not be construed as a 46



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substitute for, or a waiver of, the provisions of any applicable statute of limitation 1 or repose. 2

3 Supplement this Section with the following: 4 5

All references in the Standard Specifications, Amendments, or WSDOT General 6 Special Provisions, to the terms “Department of Transportation”, “Washington State 7 Transportation Commission”, “Commission”, “Secretary of Transportation”, 8 “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read 9 “Contracting Agency”. The Contracting Agency is the City of Oak Harbor. 10 11 All references to the terms “State” or “state” shall be revised to read “Contracting 12 Agency” unless the reference is to an administrative agency of the State of 13 Washington, a State statute or regulation, or the context reasonably indicates 14 otherwise. 15 16 All references to “State Materials Laboratory” shall be revised to read “Contracting 17 Agency designated location”. 18 19 All references to “final contract voucher certification” shall be interpreted to mean the 20 Contracting Agency form(s) by which final payment is authorized, and final completion 21 and acceptance granted. 22 23 Additive 24 A supplemental unit of work or group of bid items, identified separately in the Bid 25 Proposal, which may, at the discretion of the Contracting Agency, be awarded in 26 addition to the base bid. 27 28 Alternate 29 One of two or more units of work or groups of bid items, identified separately in the 30 Bid Proposal, from which the Contracting Agency may make a choice between 31 different methods or material of construction for performing the same work. 32 33 Business Day 34 A business day is any day from Monday through Friday except holidays as listed in 35 Section 1-08.5. 36 37 Contract Bond 38 The definition in the Standard Specifications for “Contract Bond” applies to whatever 39 bond form(s) are required by the Contract Documents, which may be a combination of 40 a Payment Bond and a Performance Bond. 41 42 Contract Documents 43 See definition for “Contract”. 44 45 Contract Time 46 The period of time established by the terms and conditions of the Contract within which 47 the Work must be physically completed. 48 49



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Notice of Award 1 The written notice from the Contracting Agency to the successful Bidder signifying the 2 Contracting Agency’s acceptance of the Bid Proposal. 3 4 Notice to Proceed 5 The written notice from the Contracting Agency or Engineer to the Contractor 6 authorizing and directing the Contractor to proceed with the Work and establishing the 7 date on which the Contract time begins. 8 9 Traffic 10 Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, 11 and equestrian traffic. 12

13 1-02 BID PROCEDURES AND CONDITIONS 14 15 1-02.1 Prequalification of Bidders 16 17 Delete this Section and replace it with the following: 18 19

1-02.1 Qualifications of Bidder 20 (January 24, 2011 APWA GSP) 21 22 Before award of a public works contract, a bidder must meet at least the minimum 23 qualifications of RCW 39.04.350(1) to be considered a responsible bidder and 24 qualified to be awarded a public works project. 25 26

Add the following new section: 27 28

1-02.1(1) Supplemental Qualifications Criteria 29 (July 31, 2017 APWA GSP; requires pre-approval on FHWA funded projects, through 30 WSDOT/Local Programs) 31 32 In addition, the Contracting Agency has established Contracting Agency-specific 33 and/or project-specific supplemental criteria, in accordance with RCW 39.04.350(3), 34 for determining Bidder responsibility, including the basis for evaluation and the 35 deadline for appealing a determination that a Bidder is not responsible. These criteria 36 are contained in Section 1-02.14 Option C of these Special Provisions. 37

38 1-02.2 Plans and Specifications 39 (June 27, 2011 APWA GSP) 40 41 Delete this section and replace it with the following: 42 43

Information as to where Bid Documents can be obtained or reviewed can be found in 44 the Call for Bids (Advertisement for Bids) for the work. 45 46 After award of the contract, plans and specifications will be issued to the Contractor at 47 no cost as detailed below: 48 49

To Prime Contractor No. of Sets Basis of Distribution



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Reduced plans (11" x 17") 3 Furnished automatically upon award.

Full size plans (22” x 34”) 1 Furnished upon request Contract Provisions

3

Furnished automatically upon award.

1 Additional plans and Contract Provisions may be obtained by the Contractor from the 2 source stated in the Call for Bids, at the Contractor’s own expense. 3

4 1-02.4 Examination of Plans, Specifications, and Site of Work 5 6

1-02.4(1) General 7 (August 15, 2016 APWA GSP Option B) 8 9 The first sentence of the last paragraph is revised to read: 10 11

Any prospective Bidder desiring an explanation or interpretation of the Bid 12 Documents, shall request the explanation or interpretation in writing by close of 13 business 3 business day preceding the bid opening to allow a written reply to reach 14 all prospective Bidders before the submission of their Bids. 15

16 1-02.4(2) Subsurface Information 17 (March 8, 2013 APWA GSP) 18 The second sentence in the first paragraph is revised to read: 19

20 The Summary of Geotechnical Conditions and the boring logs, if and when 21 included as an appendix to the Special Provisions, shall be considered as part of 22 the Contract. 23

24 1-02.5 Proposal Forms 25 (July 31, 2017 APWA GSP) 26 27 Delete this section and replace it with the following: 28 29

The Proposal Form will identify the project and its location and describe the work. It 30 will also list estimated quantities, units of measurement, the items of work, and the 31 materials to be furnished at the unit bid prices. The bidder shall complete spaces on 32 the proposal form that call for, but are not limited to, unit prices; extensions; 33 summations; the total bid amount; signatures; date; and, where applicable, retail sales 34 taxes and acknowledgment of addenda; the bidder’s name, address, telephone 35 number, and signature; a State of Washington Contractor’s Registration Number; and 36 a Business License Number, if applicable. Bids shall be completed by typing or shall 37 be printed in ink by hand, preferably in black ink. The required certifications are 38 included as part of the Proposal Form. 39

40 The Contracting Agency reserves the right to arrange the proposal forms with 41 alternates and additives, if such be to the advantage of the Contracting Agency. The 42 bidder shall bid on all alternates and additives set forth in the Proposal Form unless 43 otherwise specified. 44

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1-02.6 Preparation of Proposal 1 (June 20, 2017 APWA GSP) 2 3 Supplement the second paragraph with the following: 4

4. If a minimum bid amount has been established for any item, the unit or lump sum 5 price must equal or exceed the minimum amount stated. 6

5. Any correction to a bid made by interlineation, alteration, or erasure, shall be 7 initialed by the signer of the bid. 8

9 Delete the last paragraph, and replace it with the following: 10 11

The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any 12 manner. 13 14 A bid by a corporation shall be executed in the corporate name, by the president or a 15 vice president (or other corporate officer accompanied by evidence of authority to 16 sign). 17 18 A bid by a partnership shall be executed in the partnership name, and signed by a 19 partner. 20 21 A bid by a joint venture shall be executed in the joint venture name and signed by a 22 member of the joint venture. 23 24

1-02.7 Bid Deposit 25 (March 8, 2013 APWA GSP) 26 27 Supplement this section with the following: 28

29 Bid bonds shall contain the following: 30 1. Contracting Agency-assigned number for the project; 31 2. Name of the project; 32 3. The Contracting Agency named as obligee; 33 4. The amount of the bid bond stated either as a dollar figure or as a percentage 34

which represents five percent of the maximum bid amount that could be 35 awarded; 36

5. Signature of the bidder’s officer empowered to sign official statements. The 37 signature of the person authorized to submit the bid should agree with the 38 signature on the bond, and the title of the person must accompany the said 39 signature; 40

6. The signature of the surety’s officer empowered to sign the bond and the power 41 of attorney. 42

43 If so stated in the Contract Provisions, bidder must use the bond form included in the 44 Contract Provisions. 45 46 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 47

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1-02.9 Delivery of Proposal 1 (February 16, 2018 APWA GSP, Option A) 2 3 Delete this section and replace it with the following: 4

5 Each Proposal shall be submitted in a sealed envelope, with the Project Name and 6 Project Number as stated in the Call for Bids clearly marked on the outside of the 7 envelope, or as otherwise required in the Bid Documents, to ensure proper handling 8 and delivery. 9 10 These documents, if applicable, shall be received either with the Bid Proposal or as a 11 Supplement to the Bid. The documents shall be received no later than 24 hours 12 (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid 13 Proposal. 14 15 The Bidder shall submit to the Contracting Agency a signed “Certification of 16 Compliance with Wage Payment Statutes” document where the Bidder under penalty 17 of perjury verifies that the Bidder is in compliance with responsible bidder criteria in 18 RCW 39.04.350 subsection (1) (g), as required per Section 1-02.14. The “Certification 19 of Compliance with Wage Payment Statutes” document shall be received either with 20 the Bid Proposal or as a Supplement to the Bid. The document shall be received no 21 later than 24 hours (not including Saturdays, Sundays and Holidays) after the time 22 for delivery of the Bid Proposal. 23 24 If submitted after the Bid Proposal is due, the document(s) must be submitted in a 25 sealed envelope labeled the same as for the Proposal, with “Supplemental 26 Information” added. All other information required to be submitted with the Bid 27 Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call 28 for Bids. 29 30 The Contracting Agency will not open or consider any Bid Proposal that is received 31 after the time specified in the Call for Bids for receipt of Bid Proposals, or received in 32 a location other than that specified in the Call for Bids. The Contracting Agency will 33 not open or consider any “Supplemental Information” that is received after the time 34 specified above, or received in a location other than that specified in the Call for Bids. 35

36 1-02.10 Withdrawing, Revising, or Supplementing Proposal 37 (July 23, 2015 APWA GSP) 38 39 Delete this section, and replace it with the following: 40

41 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may 42 withdraw, revise, or supplement it if: 43

44 1. The Bidder submits a written request signed by an authorized person and 45

physically delivers it to the place designated for receipt of Bid Proposals, 46 and 47

2. The Contracting Agency receives the request before the time set for receipt 48 of Bid Proposals, and 49



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3. The revised or supplemented Bid Proposal (if any) is received by the 1 Contracting Agency before the time set for receipt of Bid Proposals. 2

3 If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received 4 before the time set for receipt of Bid Proposals, the Contracting Agency will return the 5 unopened Proposal package to the Bidder. The Bidder must then submit the revised 6 or supplemented package in its entirety. If the Bidder does not submit a revised or 7 supplemented package, then its bid shall be considered withdrawn. 8 9 Late revised or supplemented Bid Proposals or late withdrawal requests will be date 10 recorded by the Contracting Agency and returned unopened. Mailed, emailed, or 11 faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 12

13 1-02.13 Irregular Proposals 14 (June 20, 2017 APWA GSP) 15 16 Delete this section and replace it with the following: 17 18

1. A Proposal will be considered irregular and will be rejected if: 19 a. The Bidder is not prequalified when so required; 20 b. The authorized Proposal form furnished by the Contracting Agency is not 21

used or is altered; 22 c. The completed Proposal form contains any unauthorized additions, 23

deletions, alternate Bids, or conditions; 24 d. The Bidder adds provisions reserving the right to reject or accept the 25

award, or enter into the Contract; 26 e. A price per unit cannot be determined from the Bid Proposal; 27 f. The Proposal form is not properly executed; 28 g. The Bidder fails to submit or properly complete a Subcontractor list, if 29

applicable, as required in Section 1-02.6; 30 h. The Bidder fails to submit or properly complete an Underutilized 31

Disadvantaged Business Enterprise Certification, if applicable, as required 32 in Section 1-02.6; 33

k. The Bid Proposal does not constitute a definite and unqualified offer to 34 meet the material terms of the Bid invitation; or 35

l. More than one Proposal is submitted for the same project from a Bidder 36 under the same or different names. 37

38 2. A Proposal may be considered irregular and may be rejected if: 39

a. The Proposal does not include a unit price for every Bid item; 40 b. Any of the unit prices are excessively unbalanced (either above or below 41

the amount of a reasonable Bid) to the potential detriment of the 42 Contracting Agency; 43

c. Receipt of Addenda is not acknowledged; 44 d. A member of a joint venture or partnership and the joint venture or 45

partnership submit Proposals for the same project (in such an instance, 46 both Bids may be rejected); or 47

e. If Proposal form entries are not made in ink. 48 49



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1-02.14 Disqualification of Bidders 1 (July 31, 2017 APWA GSP, Option C) 2 3 Delete this section and replace it with the following: 4

5 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory 6 bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet 7 Supplemental Criteria 1-8 in this Section: 8 9 The Contracting Agency will verify that the Bidder meets the mandatory bidder 10 responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. 11 Evidence that the Bidder meets Supplemental Criteria 3-8 shall be provided by the 12 Bidder as stated later in this Section. 13 14 In addition, the Bidder shall submit to the Contracting Agency a signed 15 “Certification of Compliance with Wage Payment Statutes” document where the 16 Bidder under penalty of perjury verifies that the Bidder is in compliance with 17 responsible bidder criteria in RCW 39.04.350 subsection (1)(g). A form appropriate 18 for “Certification of Compliance with Wage Payment Statutes” will be provided by 19 the Contracting Agency in the Bid Documents. The form provided in the Bid 20 Documents shall be submitted with the Bid as stated in Section 1-02.9. 21 22 23 1. Delinquent State Taxes 24 25

A. Criterion: The Bidder shall not owe delinquent taxes to the Washington 26 State Department of Revenue without a payment plan approved by the 27 Department of Revenue. 28

29 B. Documentation: The Bidder shall not be listed on the Washington State 30

Department of Revenue’s “Delinquent Taxpayer List” website: 31 http://dor.wa.gov/content/fileandpaytaxes/latefiling/dtlwest.aspx , or if they 32 are so listed, they must submit a written payment plan approved by the 33 Department of Revenue, to the Contracting Agency by the deadline listed 34 below. 35

36 2. Federal Debarment 37 38

A. Criterion: The Bidder shall not currently be debarred or suspended by the 39 Federal government. 40

41 B. Documentation: The Bidder shall not be listed as having an “active 42

exclusion” on the U.S. government’s “System for Award Management” 43 database (www.sam.gov). 44

45 3. Subcontractor Responsibility 46

47 A. Criterion: The Bidder’s standard subcontract form shall include the 48

subcontractor responsibility language required by RCW 39.06.020, and 49 the Bidder shall have an established procedure which it utilizes to validate 50



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the responsibility of each of its subcontractors. The Bidder’s subcontract 1 form shall also include a requirement that each of its subcontractors shall 2 have and document a similar procedure to determine whether the sub-tier 3 subcontractors with whom it contracts are also “responsible” 4 subcontractors as defined by RCW 39.06.020. 5

6 B. Documentation: The Bidder, if and when required as detailed below, shall 7

submit a copy of its standard subcontract form for review by the 8 Contracting Agency, and a written description of its procedure for 9 validating the responsibility of subcontractors with which it contracts. 10 11

4. Claims Against Retainage and Bonds 12 13

A. Criterion: The Bidder shall not have a record of excessive claims filed 14 against the retainage or payment bonds for public works projects in the 15 three years prior to the bid submittal date, that demonstrate a lack of 16 effective management by the Bidder of making timely and appropriate 17 payments to its subcontractors, suppliers, and workers, unless there are 18 extenuating circumstances and such circumstances are deemed 19 acceptable to the Contracting Agency. 20


submit a list of the public works projects completed in the three years 23 prior to the bid submittal date that have had claims against retainage and 24 bonds and include for each project the following information: 25

26 • Name of project 27 • The owner and contact information for the owner; 28 • A list of claims filed against the retainage and/or payment bond for any 29

of the projects listed; 30 • A written explanation of the circumstances surrounding each claim and 31

the ultimate resolution of the claim. 32 33 5. Public Bidding Crime 34

35 A. Criterion: The Bidder and/or its owners shall not have been convicted of a 36

crime involving bidding on a public works contract in the five years prior to 37 the bid submittal date. 38


sign a statement (on a form to be provided by the Contracting Agency) 41 that the Bidder and/or its owners have not been convicted of a crime 42 involving bidding on a public works contract. 43 44

6. Termination for Cause / Termination for Default 45 46

A. Criterion: The Bidder shall not have had any public works contract 47 terminated for cause or terminated for default by a government agency in 48 the five years prior to the bid submittal date, unless there are extenuating 49



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circumstances and such circumstances are deemed acceptable to the 1 Contracting Agency. 2


sign a statement (on a form to be provided by the Contracting Agency) 5 that the Bidder has not had any public works contract terminated for 6 cause or terminated for default by a government agency in the five years 7 prior to the bid submittal date; or if Bidder was terminated, describe the 8 circumstances. 9 10

7. Lawsuits 11 12

A. Criterion: The Bidder shall not have lawsuits with judgments entered 13 against the Bidder in the five years prior to the bid submittal date that 14 demonstrate a pattern of failing to meet the terms of contracts, unless 15 there are extenuating circumstances and such circumstances are 16 deemed acceptable to the Contracting Agency. 17


sign a statement (on a form to be provided by the Contracting Agency) 20 that the Bidder has not had any lawsuits with judgments entered against 21 the Bidder in the five years prior to the bid submittal date that 22 demonstrate a pattern of failing to meet the terms of contracts, or shall 23 submit a list of all lawsuits with judgments entered against the Bidder in 24 the five years prior to the bid submittal date, along with a written 25 explanation of the circumstances surrounding each such lawsuit. The 26 Contracting Agency shall evaluate these explanations to determine 27 whether the lawsuits demonstrate a pattern of failing to meet of terms of 28 construction related contracts. 29 30

8. Similar Project Experience 31 32

A. Criterion: The Bidder shall have been the prime contractor a minimum of 33 three (3) similar type projects for government agencies in the State of 34 Washington. Similar type projects shall have been completed within the 35 past ten (10) years to demonstrate expertise in the various aspects of this 36 project. Similar type projects include: 37

a. Water main installations 38 b. Large diameter water main and valve installations (Diameter > 18”) 39

40 B. Documentation: The bidder shall submit sufficient documentation to fully 41

demonstrate compliance with all criteria listed. Final determination of what 42 constitutes a “similar type project” shall be at the sole discretion of the 43 Contracting Agency. Final determination of what constitutes a 44 “successfully complete” project shall be at the sole discretion of the 45 Contracting Agency and may be based on information collected from 46 other contracting agencies. 47 48

As evidence that the Bidder meets Supplemental Responsibility Criteria 3-8 stated 49 above, the apparent low Bidder must submit to the Contracting Agency by 12:00 50



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P.M. (noon) of the second business day following the bid submittal deadline, a 1 written statement verifying that the Bidder meets Supplemental Criteria 3-8 2 together with supporting documentation (sufficient in the sole judgment of the 3 Contracting Agency) demonstrating compliance with Supplemental Responsibility 4 Criteria 3-8. The Contracting Agency reserves the right to request further 5 documentation as needed from the low bidder and documentation from other 6 Bidders as well to assess Bidder responsibility and compliance with all bidder 7 responsibility criteria. The Contracting Agency also reserves the right to obtain 8 information from third-parties and independent sources of information concerning a 9 Bidder’s compliance with the mandatory and supplemental criteria, and to use that 10 information in their evaluation. The Contracting Agency may consider mitigating 11 factors in determining whether the Bidder complies with the requirements of the 12 Supplemental Criteria. 13 14 The basis for evaluation of Bidder compliance with these mandatory and 15 Supplemental Criteria shall include any documents or facts obtained by 16 Contracting Agency (whether from the Bidder or third parties) including but not 17 limited to: (i) financial, historical, or operational data from the Bidder; (ii) 18 information obtained directly by the Contracting Agency from others for whom the 19 Bidder has worked, or other public agencies or private enterprises; and (iii) any 20 additional information obtained by the Contracting Agency which is believed to be 21 relevant to the matter. 22 23 If the Contracting Agency determines the Bidder does not meet the bidder 24 responsibility criteria above and is therefore not a responsible Bidder, the 25 Contracting Agency shall notify the Bidder in writing, with the reasons for its 26 determination. If the Bidder disagrees with this determination, it may appeal the 27 determination within two (2) business days of the Contracting Agency’s 28 determination by presenting its appeal and any additional information to the 29 Contracting Agency. The Contracting Agency will consider the appeal and any 30 additional information before issuing its final determination. If the final 31 determination affirms that the Bidder is not responsible, the Contracting Agency will 32 not execute a contract with any other Bidder until at least two business days after 33 the Bidder determined to be not responsible has received the Contracting Agency’s 34 final determination. 35 36 Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: 37 Bidders with concerns about the relevancy or restrictiveness of the Supplemental 38 Bidder Responsibility Criteria may make or submit requests to the Contracting 39 Agency to modify the criteria. Such requests shall be in writing, describe the 40 nature of the concerns, and propose specific modifications to the criteria. Bidders 41 shall submit such requests to the Contracting Agency no later than five (5) 42 business days prior to the bid submittal deadline and address the request to the 43 Project Engineer or such other person designated by the Contracting Agency in the 44 Bid Documents. 45

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1-02.15 Pre Award Information 1 (August 14, 2013 APWA GSP) 2 3 Revise this section to read: 4

5 Before awarding any contract, the Contracting Agency may require one or more of 6 these items or actions of the apparent lowest responsible bidder: 7 1. A complete statement of the origin, composition, and manufacture of any or all 8

materials to be used, 9 2. Samples of these materials for quality and fitness tests, 10 3. A progress schedule (in a form the Contracting Agency requires) showing the order 11

of and time required for the various phases of the work, 12 4. A breakdown of costs assigned to any bid item, 13 5. Attendance at a conference with the Engineer or representatives of the Engineer, 14 6. Obtain, and furnish a copy of, a business license to do business in the city or 15

county where the work is located. 16 7. Any other information or action taken that is deemed necessary to ensure that the 17

bidder is the lowest responsible bidder. 18 19

1-03 AWARD AND EXECUTION OF CONTRACT 20 21 1-03.1 Consideration of Bids 22 (January 23, 2006 APWA GSP) 23 24 Revise the first paragraph to read: 25

26 After opening and reading proposals, the Contracting Agency will check them for 27 correctness of extensions of the prices per unit and the total price. If a discrepancy 28 exists between the price per unit and the extended amount of any bid item, the price 29 per unit will control. If a minimum bid amount has been established for any item and 30 the bidder’s unit or lump sum price is less than the minimum specified amount, the 31 Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum 32 specified amount and recalculate the extension. The total of extensions, corrected 33 where necessary, including sales taxes where applicable and such additives and/or 34 alternates as selected by the Contracting Agency, will be used by the Contracting 35 Agency for award purposes and to fix the Awarded Contract Price amount and the 36 amount of the contract bond. 37 38

1-03.3 Execution of Contract 39 (October 1, 2005 APWA GSP) 40 41 Revise this section to read: 42 43

Copies of the Contract Provisions, including the unsigned Form of Contract, will be 44 available for signature by the successful bidder on the first business day following 45 award. The number of copies to be executed by the Contractor will be determined by 46 the Contracting Agency. 47 48 Within ***7*** calendar days after the award date, the successful bidder shall return 49 the signed Contracting Agency-prepared contract, an insurance certification as 50



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required by Section 1-07.18, and a satisfactory bond as required by law and Section 1 1-03.4. Before execution of the contract by the Contracting Agency, the successful 2 bidder shall provide any pre-award information the Contracting Agency may require 3 under Section 1-02.15. 4 5 Until the Contracting Agency executes a contract, no proposal shall bind the 6 Contracting Agency nor shall any work begin within the project limits or within 7 Contracting Agency-furnished sites. The Contractor shall bear all risks for any work 8 begun outside such areas and for any materials ordered before the contract is 9 executed by the Contracting Agency. 10 11 If the bidder experiences circumstances beyond their control that prevents return of 12 the contract documents within the calendar days after the award date stated above, 13 the Contracting Agency may grant up to a maximum of ***5*** additional calendar 14 days for return of the documents, provided the Contracting Agency deems the 15 circumstances warrant it. 16 17

1-03.4 Contract Bond 18 (July 23, 2015 APWA GSP) 19 20 Delete the first paragraph and replace it with the following: 21 22

The successful bidder shall provide executed payment and performance bond(s) for 23 the full contract amount. The bond may be a combined payment and performance 24 bond; or be separate payment and performance bonds. In the case of separate 25 payment and performance bonds, each shall be for the full contract amount. The 26 bond(s) shall: 27 1. Be on Contracting Agency-furnished form(s); 28 2. Be signed by an approved surety (or sureties) that: 29

a. Is registered with the Washington State Insurance Commissioner, and 30 b. Appears on the current Authorized Insurance List in the State of Washington 31

published by the Office of the Insurance Commissioner, 32 3. Guarantee that the Contractor will perform and comply with all obligations, duties, 33

and conditions under the Contract, including but not limited to the duty and 34 obligation to indemnify, defend, and protect the Contracting Agency and Engineer 35 against all losses and claims related directly or indirectly from any failure: 36 a. Of the Contractor (or any of the employees, subcontractors, or lower tier 37

subcontractors of the Contractor) to faithfully perform and comply with all 38 contract obligations, conditions, and duties, or 39

b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 40 Contractor) to pay all laborers, mechanics, subcontractors, lower tier 41 subcontractors, material person, or any other person who provides supplies or 42 provisions for carrying out the work; 43

4. Be conditioned upon the payment of taxes, increases, and penalties incurred on 44 the project under titles 50, 51, and 82 RCW; and 45

5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign 46 the bond; and 47

6. Be signed by an officer of the Contractor empowered to sign official statements 48 (sole proprietor or partner). If the Contractor is a corporation, the bond(s) must be 49



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signed by the president or vice president, unless accompanied by written proof of 1 the authority of the individual signing the bond(s) to bind the corporation (i.e., 2 corporate resolution, power of attorney, or a letter to such effect signed by the 3 president or vice president). 4

5 1-03.7 Judicial Review 6 (July 23, 2015 APWA GSP) 7 8 Revise this section to read: 9

10 Any decision made by the Contracting Agency regarding the Award and execution of 11 the Contract or Bid rejection shall be conclusive subject to the scope of judicial review 12 permitted under Washington Law. Such review, if any, shall be timely filed in the 13 Superior Court of the county where the Contracting Agency headquarters is located, 14 provided that where an action is asserted against a county, RCW 36.01.05 shall control 15 venue and jurisdiction. 16

17 1-04 SCOPE OF THE WORK 18 19 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 20

Specifications, and Addenda 21 (March 13, 2012 APWA GSP) 22

23 Revise the second paragraph to read: 24

25 Any inconsistency in the parts of the contract shall be resolved by following this order 26 of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 27 1. Addenda, 28 2. Proposal Form, 29 3. Special Provisions, 30 4. Contract Plans, 31 5. Amendments to the Standard Specifications, 32 6. Standard Specifications for Road, Bridge, and Municipal Construction. 33 7. Contracting Agency’s Standard Plans or Details (if any), and 34 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 35

36 1-05 CONTROL OF WORK 37 38 1-05.4 Conformity With Deviations From Plans and Stakes 39 40 Section 1-05.4 is supplemented with the following: 41 42

(******) 43 Construction Staking 44 Copies of the Contracting Agency provided primary survey control data are available 45 for the bidder's inspection at the office of the Project Engineer. 46

47 The Contractor shall be responsible for setting, maintaining, and resetting all 48 alignment stakes, slope stakes, and grades necessary for the construction of the 49 drainage system, and surfacing. Except for the survey control data to be furnished 50



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by the Contracting Agency, calculations, surveying, and measuring required for 1 setting and maintaining the necessary lines and grades shall be the Contractor's 2 responsibility. 3 4 The Contractor shall inform the Engineer when monuments are discovered that were 5 not identified in the Plans and construction activity may disturb or damage the 6 monuments. All monuments noted on the plans “DO NOT DISTURB” shall be 7 protected throughout the length of the project or be replaced at the Contractors 8 expense. 9 10 Detailed records shall be maintained, including a description of the work performed 11 on each shift, the methods utilized, and the control points used. The record shall be 12 adequate to allow the survey to be reproduced. A copy of each day's record shall be 13 provided to the Engineer within three working days after the end of the shift. 14 15 The meaning of words and terms used in this provision shall be as listed in "Definitions 16 of Surveying and Associated Terms" current edition, published by the American 17 Congress on Surveying and Mapping and the American Society of Civil Engineers. 18 19 The survey work shall include but not be limited to the following: 20 21

1. Verify the primary horizontal and vertical control furnished by the Contracting 22 Agency, and expand into secondary control by adding stakes and hubs as 23 well as additional survey control needed for the project. Provide 24 descriptions of secondary control to the Contracting Agency. The 25 description shall include coordinates and elevations of all secondary control 26 points. 27

3. Establish clearing limits, placing stakes at all angle points and at 28 intermediate points not more than 50 feet apart. Clearing limits will generally 29 be the easement lines. 30 31

4. Establish the horizontal and vertical location of all drainage features, placing 32 offset stakes to all drainage structures and to pipes at a horizontal interval 33 not greater than 25 feet. 34

35 5. Establish intermediate elevation benchmarks as needed to check work 36

throughout the project. 37 38 6. (******) 39 Contractor is to provide as-built plans/survey of the listed items to the City: 40

A. Location and depth of valves shown on the plans. 41 B. Locations of pipes and property corners. 42

43 The Contractor shall provide the Contracting Agency copies of any calculations and 44 staking data when requested by the Engineer. 45 46 To facilitate the establishment of these lines and elevations, the Contracting Agency 47 will provide the Contractor with primary survey control information consisting of 48 descriptions of two primary control points used for the horizontal and vertical control. 49



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Primary control points will be described by reference to the project alignment and the 1 coordinate system and elevation datum utilized by the project. 2

3 The Contracting Agency may spot-check the Contractor's surveying. These spot-4 checks will not change the requirements for normal checking by the Contractor. 5

6 Contract work to be performed using contractor-provided stakes shall not begin until 7 the stakes are approved by the Contracting Agency. Such approval shall not relieve 8 the Contractor of responsibility for the accuracy of the stakes. 9

10 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are 11 needed that are not described in the Plans, then those stakes shall be marked, at no 12 additional cost to the Contracting Agency as ordered by the Engineer. 13 14 Payment 15 Construction Staking, as required to complete the work shown in the Plans and 16 otherwise noted in these Specification, is incidental to the work included in other Bid 17 items. No separate payment shall be made for this work. This shall include all labor, 18 equipment, materials, and supervision utilized to perform the Construction Staking 19 specified, including any resurveying, checking, correction of errors, replacement of 20 missing or damaged stakes, and coordination efforts. 21 22

1-05.7 Removal of Defective and Unauthorized Work 23 (October 1, 2005 APWA GSP) 24 25 Supplement this section with the following: 26 27

If the Contractor fails to remedy defective or unauthorized work within the time 28 specified in a written notice from the Engineer, or fails to perform any part of the work 29 required by the Contract Documents, the Engineer may correct and remedy such work 30 as may be identified in the written notice, with Contracting Agency forces or by such 31 other means as the Contracting Agency may deem necessary. 32 33 If the Contractor fails to comply with a written order to remedy what the Engineer 34 determines to be an emergency situation, the Engineer may have the defective and 35 unauthorized work corrected immediately, have the rejected work removed and 36 replaced, or have work the Contractor refuses to perform completed by using 37 Contracting Agency or other forces. An emergency situation is any situation when, in 38 the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might 39 cause serious risk of loss or damage to the public. 40 41 Direct or indirect costs incurred by the Contracting Agency attributable to correcting 42 and remedying defective or unauthorized work, or work the Contractor failed or refused 43 to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer 44 from monies due, or to become due, the Contractor. Such direct and indirect costs 45 shall include in particular, but without limitation, compensation for additional 46 professional services required, and costs for repair and replacement of work of others 47 destroyed or damaged by correction, removal, or replacement of the Contractor’s 48 unauthorized work. 49 50



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No adjustment in contract time or compensation will be allowed because of the delay 1 in the performance of the work attributable to the exercise of the Contracting Agency’s 2 rights provided by this Section. 3 4 The rights exercised under the provisions of this section shall not diminish the 5 Contracting Agency’s right to pursue any other avenue for additional remedy or 6 damages with respect to the Contractor’s failure to perform the work as required. 7 8

1-05.11 Final Inspection 9 10 Delete this section and replace it with the following: 11 12 1-05.11 Final Inspections and Operational Testing 13 (October 1, 2005 APWA GSP) 14

15 1-05.11(1) Substantial Completion Date 16

17 When the Contractor considers the work to be substantially complete, the Contractor 18 shall so notify the Engineer and request the Engineer establish the Substantial 19 Completion Date. The Contractor’s request shall list the specific items of work that 20 remain to be completed in order to reach physical completion. The Engineer will 21 schedule an inspection of the work with the Contractor to determine the status of 22 completion. The Engineer may also establish the Substantial Completion Date 23 unilaterally. 24 25 If, after this inspection, the Engineer concurs with the Contractor that the work is 26 substantially complete and ready for its intended use, the Engineer, by written notice 27 to the Contractor, will set the Substantial Completion Date. If, after this inspection the 28 Engineer does not consider the work substantially complete and ready for its intended 29 use, the Engineer will, by written notice, so notify the Contractor giving the reasons 30 therefor. 31 32 Upon receipt of written notice concurring in or denying substantial completion, 33 whichever is applicable, the Contractor shall pursue vigorously, diligently and without 34 unauthorized interruption, the work necessary to reach Substantial and Physical 35 Completion. The Contractor shall provide the Engineer with a revised schedule 36 indicating when the Contractor expects to reach substantial and physical completion 37 of the work. 38 39 The above process shall be repeated until the Engineer establishes the Substantial 40 Completion Date and the Contractor considers the work physically complete and ready 41 for final inspection. 42 43

1-05.11(2) Final Inspection and Physical Completion Date 44 45 When the Contractor considers the work physically complete and ready for final 46 inspection, the Contractor by written notice, shall request the Engineer to schedule a 47 final inspection. The Engineer will set a date for final inspection. The Engineer and the 48 Contractor will then make a final inspection and the Engineer will notify the Contractor 49 in writing of all particulars in which the final inspection reveals the work incomplete or 50



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unacceptable. The Contractor shall immediately take such corrective measures as are 1 necessary to remedy the listed deficiencies. Corrective work shall be pursued 2 vigorously, diligently, and without interruption until physical completion of the listed 3 deficiencies. This process will continue until the Engineer is satisfied the listed 4 deficiencies have been corrected. 5 6 If action to correct the listed deficiencies is not initiated within 7 days after receipt of 7 the written notice listing the deficiencies, the Engineer may, upon written notice to the 8 Contractor, take whatever steps are necessary to correct those deficiencies pursuant 9 to Section 1-05.7. 10 The Contractor will not be allowed an extension of contract time because of a delay in 11 the performance of the work attributable to the exercise of the Engineer’s right 12 hereunder. 13 14 Upon correction of all deficiencies, the Engineer will notify the Contractor and the 15 Contracting Agency, in writing, of the date upon which the work was considered 16 physically complete. That date shall constitute the Physical Completion Date of the 17 contract, but shall not imply acceptance of the work or that all the obligations of the 18 Contractor under the contract have been fulfilled. 19 20

1-05.12 Final Acceptance 21 22 Delete the second paragraph of this section and replacer with the following: 23 24 (******) 25

The Contractor agrees that neither completion nor final acceptance shall relieve the 26 Contractor of the responsibility to indemnify, defend, and protect the Contracting 27 Agency and Engineer against any claim or loss resulting from the failure of the 28 Contractor (or the Subcontractors or lower tier subcontractors) to pay all laborers, 29 mechanics, Subcontractors, material persons, or any other person who provides 30 labor, supplies, or provisions for carrying out the Work or for any payments required 31 for unemployment compensation under Title 50 RCW or for industrial insurance and 32 medical aid required under Title 51 RCW. 33

34 1-05.13 SUPERINTENDENTS, LABOR AND EQUIPMENT OF CONTRACTOR 35 (August 14, 2013 APWA GSP) 36

37 Delete the sixth and seventh paragraphs of this section. 38 39 1-05.15 Method of Serving Notices 40 (March 25, 2009 APWA GSP) 41

Revise the second paragraph to read: 42 43 All correspondence from the Contractor shall be directed to the Project Engineer. All 44 correspondence from the Contractor constituting any notification, notice of protest, 45 notice of dispute, or other correspondence constituting notification required to be 46 furnished under the Contract, must be in paper format, hand delivered or sent via mail 47 delivery service to the Project Engineer's office. Electronic copies such as e-mails or 48



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electronically delivered copies of correspondence will not constitute such notice and 1 will not comply with the requirements of the Contract. 2

3 1-05.16 Water and Power 4 (October 1, 2005 APWA GSP) 5

6 The Contractor shall make necessary arrangements, and shall bear the costs for power 7 and water necessary for the performance of the work, unless the contract includes power 8 and water as a pay item. 9 10 Add the following new section: 11

12 1-05.18 Record Drawings 13 (March 8, 2013 APWA GSP) 14

15 The Contractor shall maintain one set of full size plans for Record Drawings, updated with 16 clear and accurate red-lined field revisions on a daily basis, and within 2 business days 17 after receipt of information that a change in Work has occurred. The Contractor shall not 18 conceal any work until the required information is recorded. 19

20 This Record Drawing set shall be used for this purpose alone, shall be kept separate from 21 other Plan sheets, and shall be clearly marked as Record Drawings. These Record 22 Drawings shall be kept on site at the Contractor’s field office, and shall be available for 23 review by the Contracting Agency at all times. The Contractor shall bring the Record 24 Drawings to each progress meeting for review. 25

26 The preparation and upkeep of the Record Drawings is to be the assigned responsibility 27 of a single, experienced, and qualified individual. The quality of the Record Drawings, in 28 terms of accuracy, clarity, and completeness, is to be adequate to allow the Contracting 29 Agency to modify the computer-aided drafting (CAD) Contract Drawings to produce a 30 complete set of Record Drawings for the Contracting Agency without further investigative 31 effort by the Contracting Agency. 32

33 The Record Drawing markups shall document all changes in the Work, both concealed 34 and visible. Items that must be shown on the markups include but are not limited to: 35 36

• Actual dimensions, arrangement, and materials used when different than shown 37 in the Plans. 38

• Changes made by Change Order or Field Order. 39 • Changes made by the Contractor. 40 • Accurate locations of storm sewer, sanitary sewer, water mains and other water 41

appurtenances, structures, conduits, light standards, vaults, width of roadways, 42 sidewalks, landscaping areas, building footprints, channelization and pavement 43 markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, 44 etc.). 45

46 If the Contract calls for the Contracting Agency to do all surveying and staking, the 47 Contracting Agency will provide the elevations at the tolerances the Contracting Agency 48 requires for the Record Drawings. 49

50



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When the Contract calls for the Contractor to do the surveying/staking, the applicable 1 tolerance limits include, but are not limited to the following: 2

Vertical Horizontal

As-built sanitary & storm invert and grate elevations

± 0.01 foot ± 0.01 foot

As-built monumentation ± 0.001 foot ± 0.001 foot

As-built waterlines, inverts, valves, hydrants

± 0.10 foot ± 0.10 foot

As-built ponds/swales/water features ± 0.10 foot ± 0.10 foot

As-built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot

As-built gas lines, power, TV, Tel, Com ± 0.10 foot ± 0.10 foot

As-built signs, signals, etc. N/A ± 0.10 foot 3

Making Entries on the Record Drawings: 4 5

• Use erasable colored pencil (not ink) for all markings on the Record Drawings, 6 conforming to the following color code: 7

• Additions - Red 8 • Deletions - Green 9 • Comments - Blue 10 • Dimensions - Graphite 11 • Provide the applicable reference for all entries, such as the change order 12

number, the request for information (RFI) number, or the approved shop 13 drawing number. 14

• Date all entries. 15 • Clearly identify all items in the entry with notes similar to those in the Contract 16

Drawings (such as pipe symbols, centerline elevations, materials, pipe joint 17 abbreviations, etc.). 18

19 The Contractor shall certify on the Record Drawings that said drawings are an accurate 20 depiction of built conditions, and in conformance with the requirements detailed above. 21 The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting 22 Agency acceptance of the Record Drawings is one of the requirements for achieving 23 Physical Completion. 24

25 Payment will be made for the following bid item: 26

27

Record Drawings(Minimum Bid $2,000) Lump Sum

28 Payment for this item will be made on a prorated monthly basis for work completed in 29 accordance with this section up to 75% of the lump sum bid. The final 25% of the lump 30 sum item will be paid upon submittal and approval of the completed Record Drawings set 31 prepared in conformance with these Special Provisions. 32

33 A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor 34 must bid at least that amount. 35 36



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1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 2 1-07.1 Laws to be Observed 3 (October 1, 2005 APWA GSP) 4 5 Delete the first paragraph of this section and replace it with the following: 6 7 The Contractor shall always comply with all Federal, State, tribal, or local laws, 8 ordinances, and regulations that affect Work under the contract. The Contractor shall 9 indemnify, defend, and save harmless the state (including The Governor, Commission, 10 Secretary, and any agents, officers, and employees) and Engineer against any claims 11 That may arise because the contractor (or any employee of the contractor or 12 Subcontractor or material person) violated a legal requirement. 13 14 Supplement this section with the following: 15

16 In cases of conflict between different safety regulations, the more stringent regulation 17 shall apply. 18 19 The Washington State Department of Labor and Industries shall be the sole and 20 paramount administrative agency responsible for the administration of the provisions 21 of the Washington Industrial Safety and Health Act of 1973 (WISHA). 22 23 The Contractor shall maintain at the project site office, or other well known place at 24 the project site, all articles necessary for providing first aid to the injured. The 25 Contractor shall establish, publish, and make known to all employees, procedures for 26 ensuring immediate removal to a hospital, or doctor’s care, persons, including 27 employees, who may have been injured on the project site. Employees should not be 28 permitted to work on the project site before the Contractor has established and made 29 known procedures for removal of injured persons to a hospital or a doctor’s care. 30 31 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy 32 of the Contractor’s plant, appliances, and methods, and for any damage or injury 33 resulting from their failure, or improper maintenance, use, or operation. The 34 Contractor shall be solely and completely responsible for the conditions of the project 35 site, including safety for all persons and property in the performance of the work. This 36 requirement shall apply continuously, and not be limited to normal working hours. The 37 required or implied duty of the Engineer to conduct construction review of the 38 Contractor’s performance does not, and shall not, be intended to include review and 39 adequacy of the Contractor’s safety measures in, on, or near the project site. 40 41

Section 1-07.1 is supplemented with the following: 42 (April 3, 2006) 43 Confined Space 44 Confined spaces are known to exist at the following locations: 45 46 *** Type 1 catch basins. Confined space status comes into effect when the catch basin 47 lids becomes part of the structure per WAC 296-809-2002. *** 48 49



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The Contractor shall be fully responsible for the safety and health of all on-site workers 1 and compliant with Washington Administrative Code (WAC 296-809). 2 3 The Contractor shall prepare and implement a confined space program for each of the 4 confined spaces identified above. The Contractors Confined Space program shall be 5 sent to the Contracting Agency at least 30 days prior to the Contractor beginning work 6 in or adjacent to the confined space. No work shall be performed in or adjacent to the 7 confined space until the plan is submitted to the Engineer as required. The Contractor 8 shall communicate with the Project Engineer to ensure a coordinated effort for 9 providing and maintaining a safe worksite for both the Contracting Agency’s and 10 Contractor’s workers when working in or near a confined space. 11 12 All costs to prepare and implement the confined space program shall be included in 13 the bid prices for the various items associated with the confined space work. 14

15 1-07.2 State Taxes 16 17 Delete this section, including its sub-sections, in its entirety and replace it with the 18 following: 19 20 1-07.2 State Sales Tax 21 (******) 22

23 The Washington State Department of Revenue has issued special rules on the State 24 sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The 25 Contractor should contact the Washington State Department of Revenue for answers 26 to questions in this area. The Contracting Agency will not adjust its payment if the 27 Contractor bases a bid on a misunderstood tax liability. 28 29 The Contractor shall include all Contractor-paid taxes in the unit bid prices or other 30 contract amounts. In some cases, however, state retail sales tax will not be included. 31 Section 1-07.2(2) describes this exception. 32 33 *** For this project Section 1-07.2(1) applies to all work. *** 34 35 The Contracting Agency will pay the retained percentage (or release the Contract 36 Bond if a FHWA-funded Project) only if the Contractor has obtained from the 37 Washington State Department of Revenue a certificate showing that all contract-38 related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct 39 from its payments to the Contractor any amount the Contractor may owe the 40 Washington State Department of Revenue, whether the amount owed relates to this 41 contract or not. Any amount so deducted will be paid into the proper State fund. 42

1-07.2(1) State Sales Tax — Rule 171 43 44 WAC 458-20-171, and its related rules, apply to building, repairing, or improving 45 streets, roads, etc., which are owned by a municipal corporation, or political 46 subdivision of the state, or by the United States, and which are used primarily for foot 47 or vehicular traffic. This includes storm or combined sewer systems within and 48 included as a part of the street or road drainage system and power lines when such 49 are part of the roadway lighting system. For work performed in such cases, the 50



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Contractor shall include Washington State Retail Sales Taxes in the various unit bid 1 item prices, or other contract amounts, including those that the Contractor pays on the 2 purchase of the materials, equipment, or supplies used or consumed in doing the work. 3 4

1-07.2(2) State Sales Tax — Rule 170 5 6 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new 7 or existing buildings, or other structures, upon real property. This includes, but is not 8 limited to, the construction of streets, roads, highways, etc., owned by the state of 9 Washington; water mains and their appurtenances; sanitary sewers and sewage 10 disposal systems unless such sewers and disposal systems are within, and a part of, 11 a street or road drainage system; telephone, telegraph, electrical power distribution 12 lines, or other conduits or lines in or above streets or roads, unless such power lines 13 become a part of a street or road lighting system; and installing or attaching of any 14 article of tangible personal property in or to real property, whether or not such personal 15 property becomes a part of the realty by virtue of installation. 16 17 For work performed in such cases, the Contractor shall collect from the Contracting 18 Agency, retail sales tax on the full contract price. The Contracting Agency will 19 automatically add this sales tax to each payment to the Contractor. For this reason, 20 the Contractor shall not include the retail sales tax in the unit bid item prices, or in any 21 other contract amount subject to Rule 170, with the following exception. 22 23 Exception: The Contracting Agency will not add in sales tax for a payment the 24 Contractor or a subcontractor makes on the purchase or rental of tools, machinery, 25 equipment, or consumable supplies not integrated into the project. Such sales taxes 26 shall be included in the unit bid item prices or in any other contract amount. 27 28

1-07.2(3) Services 29 30 The Contractor shall not collect retail sales tax from the Contracting Agency on any 31 contract wholly for professional or other services (as defined in Washington State 32 Department of Revenue Rules 138 and 244). 33

34 1-07.5 Environmental Regulations 35 36 This Section is supplemented with the following: 37 38 (September 20, 2010) 39 Environmental Commitments 40

The following Provisions summarize the requirements, in addition to those required 41 elsewhere in the Contract, imposed upon the Contracting Agency by the various 42 documents reference in the Special Provision PERMITS AND LICENSES. Throughout 43 the work, the Contractor shall comply with the following requirements: 44 45

(August 3, 2009) 46 The Contractor shall notify the Engineer a minimum of 10 calendar days prior to 47 commencing any work in environmentally sensitive areas, mitigation areas, and 48 wetland buffers. Installation of construction fencing is excluded from this notice 49 requirement. At the time of notification, the Contractor shall submit a work plan for 50



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review and approval detailing how the work will be performed. Plan detail must be 1 sufficient to verify that work is in conformance with all contract provisions. 2 3 (******) 4 The Contractor shall notify the Engineer prior to commencement of excavation 5 activities so that Tribes and DAHP can be notified of this work, if necessary. 6 7 (******) 8 Limit the removal of native vegetation to the minimum amount needed to construct 9 the project. 10 11 12 13 14 Payment 15 (August 3, 2009) 16 All costs to comply with this special provision for the environmental commitments 17 and requirements are incidental to the contract and are the responsibility of the 18 Contractor. The Contractor shall include all related costs in the associated bid 19 prices of the contract. 20

21 1-07.6 Permits and Licenses 22 23 Section 1-07.6 is supplemented with the following: 24 25

The Contracting Agency has obtained the below-listed permit(s) for this project. A 26 copy of the permit(s) is attached as an appendix for informational purposes. All 27 contacts with the permitting agency concerning the below-listed permit(s) shall be 28 through the Engineer. The Contractor shall obtain additional permits as necessary. 29 All costs to obtain and comply with additional permits shall be included in the 30 applicable bid items for the work involved. Copies of these permits are required to be 31 onsite at all times. 32

33 ***Department of Archaeology & Historic Preservation Archaeological 34 Excavation Permit No: 2018-15*** 35 *** WSDOT 36 ***PARKS LAND USE AGREEMENT 37

38 All included measures and conditions within the provided and obtained permits shall 39 be adhered to by the Contractor. 40

41 1-07.7 Load Limits 42 43 Section 1-07.7 is supplemented with the following: 44

(March 13, 1995) 45 If the sources of materials provided by the Contractor necessitates hauling over 46 roads other than State Highways, the Contractor shall, at the Contractor's expense, 47 make all arrangements for the use of the haul routes. 48

49



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1-07.13 Contractor's Responsibility for Work 1 2 1-07.13(4) Repair of Damage 3 4 Section 1-07.13(4) is revised to read: 5 6

(August 6, 2001) 7 The Contractor shall promptly repair all damage to either temporary or permanent 8 work as directed by the Engineer. For damage qualifying for relief under Sections 1-9 07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section 10 1-04.4. Payment will be limited to repair of damaged work only. No payment will be 11 made for delay or disruption of work. 12 13

1-07.14 Responsibility for Damage 14 15 Delete the fourth and fifth paragraphs of this Section and replace with the following: 16 17

(******) 18 Subject to the limitations in this section, and RCW 4.24.115, the Contractor shall 19 indemnify, defend, and save harmless the State, Governor, Commission, Secretary, 20 and all officers and employees of the State and Engineer from all claims, suits, or 21 actions brought for injuries to, or death of, any persons or damages resulting from 22 construction of the Work or in consequence of any negligence or breach of Contract 23 regarding the Work, the use of any improper materials in the Work, caused in whole 24 or in part by any act or omission by the Contractor or the agents or employees of the 25 Contractor during performance or at any time before final acceptance In addition to 26 any remedy authorized by law, the State may retain so much of the money due the 27 Contractor as deemed necessary by the Engineer to ensure the defense and 28 indemnification obligations of this section until disposition has been made of such 29 suits or claims. 30 31 Subject to the limitations in this section and RCW 4.24.115, the Contractor shall 32 indemnify, defend, and save harmless any county, city, or region, its officers, and 33 employees and Engineer connected with the Work, within the limits of which county, 34 city, or region the Work is being performed, all in the same manner and to the same 35 extent as provided above for the protection of the State, its officers and employees, 36 provided that no retention of money due the Contractor be made by the State except 37 as provided in RCW 60.28, pending disposition of suits or claims for damages brought 38 against the county, city, or district. 39

40 1-07.16 Protection and Restoration of Property 41 42 1-07.16(1) Private/Public Property 43 44

Section 1-07.16(1) is supplemented with the following: 45 46

(******) 47 Access to private properties shall be maintained at all times during construction. 48 Accommodations shall be made by the Contractor to minimize inconvenience to 49 the private property owners. 50



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1 (******) 2 Project site shall not be accessed from State Route 20. All Project site access 3 shall be from the State Park property. 4

5 1-07.16(2) Vegetation Protection and Restoration 6 7

Section 1-07.16(2) is supplemented with the following: 8 9

(August 2, 2010) 10 Vegetation and soil protection zones for trees shall extend out from the trunk to 11 a distance of 1 foot radius for each inch of trunk diameter at breast height. 12 13 Vegetation and soil protection zones for shrubs shall extend out from the stems 14 at ground level to twice the radius of the shrub. 15 16 Vegetation and soil protection zones for herbaceous vegetation shall extend to 17 encompass the diameter of the plant as measured from the outer edge of the 18 plant. 19

20 1-07.17 Utilities and Similar Facilities 21 22 Section 1-07.17 is supplemented with the following: 23 24

(April 2, 2007) 25 Locations and dimensions shown in the Plans for existing facilities are in accordance 26 with available information obtained without uncovering, measuring, or other 27 verification. 28

29 The following addresses and telephone numbers of utility companies known or 30 suspected of having facilities within the project limits are supplied for the Contractor’s 31 convenience: 32 33

*** Power Company *** 34 Puget Sound Energy 35 Steve Johnson 36 1660 Park Lane 37 Burlington, WA 98233 38 Office: 360-766-5487 39 Cell: 360-348-5229 40 [email protected] 41

42 *** Water *** 43

City of Oak Harbor 44 865 SE Barrington Drive 45 Oak Harbor, WA 98277 46 Work: 360-279-4500 47 48

*** Sewer *** 49 City of Oak Harbor 50



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865 SE Barrington Drive 1 Oak Harbor, WA 98277 2 Work: 360-279-4500 3

4 (******) 5

The Contractor shall immediately notify the Engineer of any utility strikes. For any 6 utility strike the Contractor shall: 7

1. Take pictures of the strike damage and transmit same to the Engineer. 8 2. Take pictures of the repair and transmit same to the Engineer, prior to any 9

burial. 10 3. Set and use two six inch hubs with tacks as witness posts for precise recovery 11

of the repair. Provide hub locations details to the Engineer. 12 13 Any work required due to “Unmarked Utility Strikes” that is not otherwise included in 14 the Contract Documents will be paid for by force account in accordance with Section 15 1-09.6. 16 17 No payment will be made to the Contractor for utility repairs to marked utilities 18 required due to the Contractor’s operations. 19 20

1-07.18 Public Liability and Property Damage Insurance 21 22 Delete this section in its entirety, and replace it with the following: 23 24 1-07.18 Insurance 25 (January 4, 2016 APWA GSP) 26 27 1-07.18(1) General Requirements 28 29 A. The Contractor shall procure and maintain the insurance described in all subsections 30

of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best 31 rating of not less than A-: VII and licensed to do business in the State of Washington. 32 The Contracting Agency reserves the right to approve or reject the insurance provided, 33 based on the insurer’s financial condition. 34

35 B. The Contractor shall keep this insurance in force without interruption from the 36

commencement of the Contractor’s Work through the term of the Contract and for thirty 37 (30) days after the Physical Completion date, unless otherwise indicated below. 38

39 C. If any insurance policy is written on a claims made form, its retroactive date, and that 40

of all subsequent renewals, shall be no later than the effective date of this 41 Contract. The policy shall state that coverage is claims made, and state the retroactive 42 date. Claims-made form coverage shall be maintained by the Contractor for a 43 minimum of 36 months following the Completion Date or earlier termination of this 44 Contract, and the Contractor shall annually provide the Contracting Agency with proof 45 of renewal. If renewal of the claims made form of coverage becomes unavailable, or 46 economically prohibitive, the Contractor shall purchase an extended reporting period 47 (“tail”) or execute another form of guarantee acceptable to the Contracting Agency to 48 assure financial responsibility for liability for services performed. 49



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D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or 1 Umbrella Liability insurance policies shall be primary and non-contributory insurance 2 as respects the Contracting Agency’s insurance, self-insurance, or self-insured pool 3 coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by 4 the Contracting Agency shall be excess of the Contractor’s insurance and shall not 5 contribute with it. 6

7 E. The Contractor shall provide the Contracting Agency and all additional insureds with 8

written notice of any policy cancellation, within two business days of their receipt of 9 such notice. 10

11 F. The Contractor shall not begin work under the Contract until the required insurance 12

has been obtained and approved by the Contracting Agency. 13 14 G. Failure on the part of the Contractor to maintain the insurance as required shall 15

constitute a material breach of contract, upon which the Contracting Agency may, after 16 giving five business days’ notice to the Contractor to correct the breach, immediately 17 terminate the Contract or, at its discretion, procure or renew such insurance and pay 18 any and all premiums in connection therewith, with any sums so expended to be repaid 19 to the Contracting Agency on demand, or at the sole discretion of the Contracting 20 Agency, offset against funds due the Contractor from the Contracting Agency. 21

22 H. All costs for insurance shall be incidental to and included in the unit or lump sum prices 23

of the Contract and no additional payment will be made. 24 25 1-07.18(2) Additional Insured 26 27 All insurance policies, with the exception of Workers Compensation, and of Professional 28 Liability and Builder’s Risk (if required by this Contract) shall name the following listed 29 entities as additional insured(s) using the forms or endorsements required herein: 30

� the Contracting Agency and its officers, elected officials, employees, agents, and 31 volunteers 32

� the Engineer and its officers, and employees 33 The above-listed entities shall be additional insured(s) for the full available limits of liability 34 maintained by the Contractor, irrespective of whether such limits maintained by the 35 Contractor are greater than those required by this Contract, and irrespective of whether 36 the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes 37 limits lower than those maintained by the Contractor. 38 39 For Commercial General Liability insurance coverage, the required additional insured 40 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 41 operations and CG 20 37 10 01 for completed operations. 42 43 1-07.18(3) Subcontractors 44 45 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage 46 that complies with all applicable requirements of the Contractor-provided insurance as set 47 forth herein, except the Contractor shall have sole responsibility for determining the limits 48 of coverage required to be obtained by Subcontractors. 49 50



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The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by 2 that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 3 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 4 5 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 6 Agency evidence of insurance and copies of the additional insured endorsements of each 7 Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 8 9 1-07.18(4) Verification of Coverage 10 11 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 12 endorsements for each policy of insurance meeting the requirements set forth herein when 13 the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to 14 demand such verification of coverage with these insurance requirements or failure of 15 Contracting Agency to identify a deficiency from the insurance documentation provided 16 shall not be construed as a waiver of Contractor’s obligation to maintain such insurance. 17 18 Verification of coverage shall include: 19

1. An ACORD certificate or a form determined by the Contracting Agency to be 20 equivalent. 21

2. Copies of all endorsements naming Contracting Agency and all other entities listed in 22 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may 23 submit a copy of any blanket additional insured clause from its policies instead of a 24 separate endorsement. 25

3. Any other amendatory endorsements to show the coverage required herein. 26

4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 27 these requirements – actual endorsements must be submitted. 28

29 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 30 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is 31 required on this Project, a full and certified copy of that policy is required when the 32 Contractor delivers the signed Contract for the work. 33 34 1-07.18(5) Coverages and Limits 35 36 The insurance shall provide the minimum coverages and limits set forth below. 37 Contractor’s maintenance of insurance, its scope of coverage, and limits as required 38 herein shall not be construed to limit the liability of the Contractor to the coverage provided 39 by such insurance, or otherwise limit the Contracting Agency’s recourse to any remedy 40 available at law or in equity. 41 42 All deductibles and self-insured retentions must be disclosed and are subject to approval 43 by the Contracting Agency. The cost of any claim payments falling within the deductible 44 or self-insured retention shall be the responsibility of the Contractor. In the event an 45 additional insured incurs a liability subject to any policy’s deductibles or self-insured 46 retention, said deductibles or self-insured retention shall be the responsibility of the 47 Contractor. 48



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1 1-07.18(5)A Commercial General Liability 2 3 Commercial General Liability insurance shall be written on coverage forms at least as 4 broad as ISO occurrence form CG 00 01, including but not limited to liability arising from 5 premises, operations, stop gap liability, independent contractors, products-completed 6 operations, personal and advertising injury, and liability assumed under an insured 7 contract. There shall be no exclusion for liability arising from explosion, collapse or 8 underground property damage. 9 10 The Commercial General Liability insurance shall be endorsed to provide a per project 11 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 12 13 Contractor shall maintain Commercial General Liability Insurance arising out of the 14 Contractor’s completed operations for at least three years following Substantial 15 Completion of the Work. 16 17 Such policy must provide the following minimum limits: 18

$1,000,000 Each Occurrence 19 $2,000,000 General Aggregate 20 $2,000,000 Products & Completed Operations Aggregate 21 $1,000,000 Personal & Advertising Injury each offence 22 $1,000,000 Stop Gap / Employers’ Liability each accident 23

24 1-07.18(5)B Automobile Liability 25 26 Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall 27 be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves 28 the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 29 48 endorsements. 30 31 Such policy must provide the following minimum limit: 32

$1,000,000 Combined single limit each accident 33 34 1-07.18(5)C Workers’ Compensation 35 36 The Contractor shall comply with Workers’ Compensation coverage as required by the 37 Industrial Insurance laws of the State of Washington. 38 39 1-07.18.6 Patented Devices, Materials, and Processes 40 41 Delete the seventh paragraph of this Section (#6) and replace with the following: 42 43 (******) 44 All insurance policies and coverages required under Sections 1-07.18 and 1-07.10 shall 45 contain a waiver of subrogation against the Contracting Agency, the State, the Engineer, 46 and any Additional Insureds, and their respective departments, agencies, boards, and 47 commissions, and their respective officers, officials, agents, and employees for losses 48 arising from Work performed by or on behalf of the Contractor. This waiver has been 49



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mutually negotiated by the parties. Each policy shall contain a cross liability or severability 1 of interest clause or endorsement. 2 3 1-07.20 Patented Devices, Materials, and Processes 4 5 Delete this Section and replace with the following: 6 7 (******) 8

The Contractor shall assume all costs arising from the use of patented devices, 9 materials, or processes used on or incorporated in the Work, and agrees to indemnify, 10 defend, and save harmless the State, Governor, Commission, Secretary, and their 11 duly authorized agents and employees and Engineer from all actions of any nature for, 12 or on account of the use of any patented devices, materials, or processes. 13

14 1-07.24 Rights of Way 15 (July 23, 2015 APWA GSP) 16 17 Delete this section and replace it with the following: 18 19

Street Right of Way lines, limits of easements, and limits of construction permits are 20 indicated in the Plans. The Contractor’s construction activities shall be confined within 21 these limits, unless arrangements for use of private property are made. 22 23 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of 24 way and easements, both permanent and temporary, necessary for carrying out the 25 work. Exceptions to this are noted in the Bid Documents or will be brought to the 26 Contractor’s attention by a duly issued Addendum. 27 28 Whenever any of the work is accomplished on or through property other than public 29 Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any 30 easement agreement obtained by the Contracting Agency from the owner of the 31 private property. Copies of the easement agreements may be included in the Contract 32 Provisions or made available to the Contractor as soon as practical after they have 33 been obtained by the Engineer. 34 35 Whenever easements or rights of entry have not been acquired prior to advertising, 36 these areas are so noted in the Plans. The Contractor shall not proceed with any 37 portion of the work in areas where right of way, easements or rights of entry have not 38 been acquired until the Engineer certifies to the Contractor that the right of way or 39 easement is available or that the right of entry has been received. If the Contractor is 40 delayed due to acts of omission on the part of the Contracting Agency in obtaining 41 easements, rights of entry or right of way, the Contractor will be entitled to an extension 42 of time. The Contractor agrees that such delay shall not be a breach of contract. 43 44 Each property owner shall be given 48 hours notice prior to entry by the Contractor. 45 This includes entry onto easements and private property where private improvements 46 must be adjusted. 47 48 The Contractor shall be responsible for providing, without expense or liability to the 49 Contracting Agency, any additional land and access thereto that the Contractor may 50



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desire for temporary construction facilities, storage of materials, or other Contractor 1 needs. However, before using any private property, whether adjoining the work or not, 2 the Contractor shall file with the Engineer a written permission of the private property 3 owner, and, upon vacating the premises, a written release from the property owner of 4 each property disturbed or otherwise interfered with by reasons of construction 5 pursued under this contract. The statement shall be signed by the private property 6 owner, or proper authority acting for the owner of the private property affected, stating 7 that permission has been granted to use the property and all necessary permits have 8 been obtained or, in the case of a release, that the restoration of the property has been 9 satisfactorily accomplished. The statement shall include the parcel number, address, 10 and date of signature. Written releases must be filed with the Engineer before the 11 Completion Date will be established. 12

13 1-08 PROSECUTION AND PROGRESS 14 15 Add the following new section: 16 17 1-08.0 Preliminary Matters 18 (May 25, 2006 APWA GSP) 19 20 1-08.0(1) Preconstruction Conference 21

(October 10, 2008 APWA GSP) 22 23 Prior to the Contractor beginning the work, a preconstruction conference will be held 24 between the Contractor, the Engineer and such other interested parties as may be 25 invited. The purpose of the preconstruction conference will be: 26 1. To review the initial progress schedule; 27 2. To establish a working understanding among the various parties associated or 28

affected by the work; 29 3. To establish and review procedures for progress payment, notifications, approvals, 30

submittals, etc.; 31 4. To establish normal working hours for the work; 32 5. To review safety standards and traffic control; and 33 6. To discuss such other related items as may be pertinent to the work. 34 35 The Contractor shall prepare and submit at the preconstruction conference the 36 following: 37 1. A breakdown of all lump sum items; 38 2. A preliminary schedule of working drawing submittals; and 39 3. A list of material sources for approval if applicable. 40 41

Add the following new section: 42 43

1-08.0(2) Hours of Work 44 (December 8, 2014 APWA GSP) 45

46 Except in the case of emergency or unless otherwise approved by the Engineer, the 47 normal working hours for the Contract shall be any consecutive 8-hour period 48 between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. 49



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If the Contractor desires different than the normal working hours stated above, the 1 request must be submitted in writing prior to the preconstruction conference, subject 2 to the provisions below. The working hours for the Contract shall be established at 3 or prior to the preconstruction conference. 4 5 All working hours and days are also subject to local permit and ordinance conditions 6 (such as noise ordinances). 7 8 If the Contractor wishes to deviate from the established working hours, the Contractor 9 shall submit a written request to the Engineer for consideration. This request shall 10 state what hours are being requested, and why. Requests shall be submitted for 11 review no later than 3 calendar days prior to the day(s) the Contractor is requesting to 12 change the hours. 13 14 If the Contracting Agency approves such a deviation, such approval may be subject to 15 certain other conditions, which will be detailed in writing. For example: 16

1. On non-Federal aid projects, requiring the Contractor to reimburse the 17 Contracting Agency for the costs in excess of straight-time costs for 18 Contracting Agency representatives who worked during such times. (The 19 Engineer may require designated representatives to be present during the 20 work. Representatives who may be deemed necessary by the Engineer 21 include, but are not limited to: survey crews; personnel from the Contracting 22 Agency’s material testing lab; inspectors; and other Contracting Agency 23 employees or third party consultants when, in the opinion of the Engineer, 24 such work necessitates their presence.) 25

2. Considering the work performed on Saturdays, Sundays, and holidays as 26 working days with regard to the contract time. 27

3. Considering multiple work shifts as multiple working days with respect to 28 contract time even though the multiple shifts occur in a single 24-hour period. 29

4. If a 4-10 work schedule is requested and approved the non working day for 30 the week will be charged as a working day. 31

5. If Davis Bacon wage rates apply to this Contract, all requirements must be 32 met and recorded properly on certified payroll. 33

34 Add the following new Section: 35 36

1-08.0(4) Archaeology Class 37 (******) 38 39 Prior to any excavation the Contractor, any subcontractor(s) and any employee 40 performing excavation work shall attend a one hour archaeology class to be held by 41 City staff. The class shall review the procedures to be taken should archaeological 42 artifacts be discovered during construction. Attending this class shall be incidental to 43 1-09.7, Mobilization. 44

45 1-08.1 Subcontracting 46 (February 16, 2018 APWA GSP) 47 48 The eighth and ninth paragraphs are revised to read: 49

50



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On all projects, the Contractor shall certify to the actual amount received from the 1 Contracting Agency and amounts paid to all firms that were used as Subcontractors, 2 lower tier subcontractors, manufacturers, regular dealers, or service providers on the 3 Contract. This includes all Disadvantaged, Minority, Small, Veteran or Women’s 4 Business Enterprise firms. This Certification shall be submitted to the Engineer on a 5 monthly basis each month between Execution of the Contract and Physical 6 Completion of the Contract using the application available at: 7 https://wsdot.diversitycompliance.com. A monthly report shall be submitted for every 8 month between Execution of the Contract and Physical Completion regardless of 9 whether payments were made or work occurred. 10 11 The Contractor shall comply with the requirements of RCW 39.04.250, 39.76.011, 12 39.76.020, and 39.76.040, in particular regarding prompt payment to Subcontractors. 13 Whenever the Contractor withholds payment to a Subcontractor for any reason 14 including disputed amounts, the Contractor shall provide notice within 10 calendar 15 days to the Subcontractor with a copy to the Contracting Agency identifying the reason 16 for the withholding and a clear description of what the Subcontractor must do to have 17 the withholding released. Retainage withheld by the Contractor prior to completion of 18 the Subcontractors work is exempt from reporting as a payment withheld and is not 19 included in the withheld amount. The Contracting Agency’s copy of the notice to 20 Subcontractor for deferred payments shall be submitted to the Engineer concurrently 21 with notification to the Subcontractor. 22

23 1-08.3 Progress Schedule 24 25 1-08.3(2) Progress Schedule Types 26 27 1-08.3(2)A Type A Progress Schedule 28 (March 13, 2012 APWA GSP) 29 30 Revise this section to read: 31 32

The Contractor shall submit ***3*** copies of a Type A Progress Schedule no later 33 than at the preconstruction conference, or some other mutually agreed upon submittal 34 time. The schedule may be a critical path method (CPM) schedule, bar chart, or other 35 standard schedule format. Regardless of which format used, the schedule shall 36 identify the critical path. The Engineer will evaluate the Type A Progress Schedule and 37 approve or return the schedule for corrections within 15 calendar days of receiving the 38 submittal. 39

40 1-08.4 Prosecution of Work 41

42 Delete this section in its entirety, and replace it with the following: 43 44 1-08.4 Notice to Proceed and Prosecution of Work 45 (July 23, 2015 APWA GSP) 46 47

Notice to Proceed will be given after the contract has been executed and the contract 48 bond and evidence of insurance have been approved and filed by the Contracting 49 Agency. The Contractor shall not commence with the work until the Notice to Proceed 50



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has been given by the Engineer. The Contractor shall commence construction 1 activities on the project site within ten calendar days of the Notice to Proceed Date, 2 unless otherwise approved in writing. The Contractor shall diligently pursue the work 3 to the physical completion date within the time specified in the contract. Voluntary 4 shutdown or slowing of operations by the Contractor shall not relieve the Contractor of 5 the responsibility to complete the work within the time(s) specified in the contract. 6 7 When shown in the Plans, the first order of work shall be the installation of high visibility 8 fencing to delineate all areas for protection or restoration, as described in the Contract. 9 Installation of high visibility fencing adjacent to the roadway shall occur after the 10 placement of all necessary signs and traffic control devices in accordance with 1-11 10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to 12 inspect the fence. No other work shall be performed on the site until the Contracting 13 Agency has accepted the installation of high visibility fencing, as described in the 14 Contract. 15

16 1-08.5 Time for Completion 17 (September 12, 2016 APWA GSP, Option A) 18 19 Revise the third and fourth paragraphs to read: 20 21

Contract time shall begin on the first working day following the Notice to Proceed Date. 22 23 Each working day shall be charged to the contract as it occurs, until the contract work 24 is physically complete. If substantial completion has been granted and all the 25 authorized working days have been used, charging of working days will cease. Each 26 week the Engineer will provide the Contractor a statement that shows the number of 27 working days: (1) charged to the contract the week before; (2) specified for the physical 28 completion of the contract; and (3) remaining for the physical completion of the 29 contract. The statement will also show the nonworking days and any partial or whole 30 day the Engineer declares as unworkable. Within 10 calendar days after the date of 31 each statement, the Contractor shall file a written protest of any alleged discrepancies 32 in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable 33 the Engineer to ascertain the basis and amount of time disputed. By not filing such 34 detailed protest in that period, the Contractor shall be deemed as having accepted the 35 statement as correct. If the Contractor is approved to work 10 hours a day and 4 days 36 a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked 37 would ordinarily be charged as a working day then the fifth day of that week will be 38 charged as a working day whether or not the Contractor works on that day. 39

40 Revise the sixth paragraph to read: 41 42

The Engineer will give the Contractor written notice of the completion date of the 43 contract after all the Contractor’s obligations under the contract have been performed 44 by the Contractor. The following events must occur before the Completion Date can 45 be established: 46

1. The physical work on the project must be complete; and 47

2. The Contractor must furnish all documentation required by the contract and 48 required by law, to allow the Contracting Agency to process final acceptance of the 49



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contract. The following documents must be received by the Project Engineer prior 1 to establishing a completion date: 2

a. Certified Payrolls (per Section 1-07.9(5)). 3 b. Material Acceptance Certification Documents 4 c. Monthly Reports of Amounts Credited as DBE Participation, as required by the 5

Contract Provisions. 6 d. Final Contract Voucher Certification 7 e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor 8

and all Subcontractors 9 f. Property owner releases per Section 1-07.24 10

11 1-08.9 Liquidated Damages 12 (August 14, 2013 APWA GSP) 13 14 Revise the fourth paragraph to read: 15 16

When the Contract Work has progressed to Substantial Completion as defined in the 17 Contract, the Engineer may determine that the work is Substantially Complete. The 18 Engineer will notify the Contractor in writing of the Substantial Completion Date. For 19 overruns in Contract time occurring after the date so established, the formula for 20 liquidated damages shown above will not apply. For overruns in Contract time 21 occurring after the Substantial Completion Date, liquidated damages shall be 22 assessed on the basis of direct engineering and related costs assignable to the 23 project until the actual Physical Completion Date of all the Contract Work. The 24 Contractor shall complete the remaining Work as promptly as possible. Upon request 25 by the Project Engineer, the Contractor shall furnish a written schedule for 26 completing the physical Work on the Contract. 27

28 1-09 MEASUREMENT AND PAYMENT 29 30 1-09.2(1) General Requirements for Weighing Equipment 31 (July 23, 2015 APWA GSP, Option 2) 32 33 Revise item 4 of the fifth paragraph to read: 34

35 4. Test results and scale weight records for each day’s hauling operations are 36

provided to the Engineer daily. Reporting shall utilize WSDOT form 422-027, 37 Scaleman’s Daily Report, unless the printed ticket contains the same information 38 that is on the Scaleman’s Daily Report Form. The scale operator must provide AM 39 and/or PM tare weights for each truck on the printed ticket. 40

41 1-09.9 Payments 42 (March 13, 2012 APWA GSP) 43 44 Delete the first four paragraphs and replace them with the following: 45

46 The basis of payment will be the actual quantities of Work performed according to the 47 Contract and as specified for payment. 48 49



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The Contractor shall submit a breakdown of the cost of lump sum bid items at the 1 Preconstruction Conference, to enable the Project Engineer to determine the Work 2 performed on a monthly basis. A breakdown is not required for lump sum items that 3 include a basis for incremental payments as part of the respective Specification. 4 Absent a lump sum breakdown, the Project Engineer will make a determination based 5 on information available. The Project Engineer’s determination of the cost of work 6 shall be final. 7 8 Progress payments for completed work and material on hand will be based upon 9 progress estimates prepared by the Engineer. A progress estimate cutoff date will be 10 established at the preconstruction conference. 11

12 The initial progress estimate will be made not later than 30 days after the Contractor 13 commences the work, and successive progress estimates will be made every month 14 thereafter until the Completion Date. Progress estimates made during progress of the 15 work are tentative, and made only for the purpose of determining progress payments. 16 The progress estimates are subject to change at any time prior to the calculation of 17 the final payment. 18

19 The value of the progress estimate will be the sum of the following: 20

1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units 21 of work completed multiplied by the unit price. 22

2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump 23 sum breakdown for that item, or absent such a breakdown, based on the 24 Engineer’s determination. 25

3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job 26 site or other storage area approved by the Engineer. 27

4. Change Orders — entitlement for approved extra cost or completed extra work 28 as determined by the Engineer. 29

30 Progress payments will be made in accordance with the progress estimate less: 31

1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 32 2. The amount of progress payments previously made; and 33 3. Funds withheld by the Contracting Agency for disbursement in accordance with 34

the Contract Documents. 35 36 Progress payments for work performed shall not be evidence of acceptable 37 performance or an admission by the Contracting Agency that any work has been 38 satisfactorily completed. The determination of payments under the contract will be 39 final in accordance with Section 1-05.1. 40 41

1-09.11(3) Time Limitation and Jurisdiction 42 (July 23, 2015 APWA GSP) 43 44 Revise this section to read: 45

46 For the convenience of the parties to the Contract it is mutually agreed by the parties 47 that any claims or causes of action which the Contractor has against the Contracting 48 Agency arising from the Contract shall be brought within 180 calendar days from the 49 date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; 50



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and it is further agreed that any such claims or causes of action shall be brought only 1 in the Superior Court of the county where the Contracting Agency headquarters is 2 located, provided that where an action is asserted against a county, RCW 36.01.05 3 shall control venue and jurisdiction. The parties understand and agree that the 4 Contractor’s failure to bring suit within the time period provided, shall be a complete 5 bar to any such claims or causes of action. It is further mutually agreed by the parties 6 that when any claims or causes of action which the Contractor asserts against the 7 Contracting Agency arising from the Contract are filed with the Contracting Agency or 8 initiated in court, the Contractor shall permit the Contracting Agency to have timely 9 access to any records deemed necessary by the Contracting Agency to assist in 10 evaluating the claims or action. 11

12 1-09.13(3) Claims $250,000 or Less 13 (October 1, 2005 APWA GSP) 14 15 Delete this Section and replace it with the following: 16

17 The Contractor and the Contracting Agency mutually agree that those claims that 18 total $250,000 or less, submitted in accordance with Section 1-09.11 and not 19 resolved by nonbinding ADR processes, shall be resolved through litigation unless 20 the parties mutually agree in writing to resolve the claim through binding arbitration. 21

22 1-09.13(3)A Administration of Arbitration 23 (July 23, 2015 APWA GSP) 24 25 Revise the third paragraph to read: 26 27

The Contracting Agency and the Contractor mutually agree to be bound by the 28 decision of the arbitrator, and judgment upon the award rendered by the arbitrator 29 may be entered in the Superior Court of the county in which the Contracting 30 Agency’s headquarters is located, provided that where claims subject to arbitration 31 are asserted against a county, RCW 36.01.05 shall control venue and jurisdiction of 32 the Superior Court. The decision of the arbitrator and the specific basis for the 33 decision shall be in writing. The arbitrator shall use the Contract as a basis for 34 decisions. 35

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DIVISION 2 1 EARTHWORK 2

3 4 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP 5 6 2-01.2 Disposal of Usable Material and Debris 7 8 Delete the third paragraph of this Section and replace with the following: 9

10 (******) 11 Refuse and debris shall be loaded and hauled to a waste site secured by the 12 Contractor and shall be disposed of in such a manner as to meet all requirements of 13 state, county, and municipal regulations regarding health, safety and public welfare. 14 15

2-01.5 Payment 16 17 Delete this Section and replace it with the following: 18 19

(******) 20 Clearing and Grubbing as required to complete the work shown in the Plans and 21 otherwise noted in these Specification, is incidental to the work included in other Bid 22 items. No separate payment shall be made for this work. This shall include all costs 23 associated with furnishing all labor, materials, tools, and equipment for completion of 24 clearing and grubbing as indicated on the Plans and specified herein including, but 25 not limited to, clearing and grubbing, wastehaul, notification/coordination with 26 property owners and Contracting Agency, protecting landscaping to remain, and 27 restoration/replacement of those items identified to be saved that are damaged by 28 the Contractor. 29

30 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 31 32 2-02.1 Description 33 34 This Section is supplemented with the following: 35

36 (******) 37 This work includes removal and/or relocation of existing water facility structures as 38 indicated on the drawings. 39 40 This work also consists of removing, handling and disposing of deleterious material 41 or debris encountered during trench excavation or other work as indicated on the 42 Plans within the Project site, including, but not limited to, existing pipes, utility 43 structures or appurtenances, riprap, buried concrete including thrust blocks, buried 44 logs or debris, landscaping items. All salvageable items shall be removed and 45 delivered to the Contracting Agency unless indicated otherwise on the Plans. 46

47 2-02.3 CONSTRUCTION REQUIREMENTS 48 49 This Section is supplemented with the following: 50



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1 (******) 2 The removal of any existing improvements shall be conducted in such a manner as 3 not to damage utilities and any portion of the infrastructure that is to remain in place. 4 Any deviation in this matter will obligate the Contractor at his own expense, to repair, 5 replace or otherwise make proper restoration to the satisfaction of the Contracting 6 Agency. 7 8 Unless otherwise indicated on the Plans or in the Special Provisions, all structures, 9 castings, pipe and other material or recoverable value removed from the Project site 10 shall be carefully salvaged and delivered to the Owner of said utility items in good 11 condition and in such order of salvage as the Engineer may direct. Materials and other 12 items deemed of no value by the Contracting Agency shall be promptly removed, 13 loaded and wastehauled by the Contractor and becomes his property, to be disposed 14 of at his discretion, in compliance with regulatory requirements. 15 16 Waste materials shall be loaded and hauled to a waste site secured by the Contractor 17 and shall be disposed of in such a manner as to meet all requirements of state, county 18 and municipal regulations regarding health, safety and public welfare. 19

20 2-02.5 PAYMENT 21 22 This Section is supplemented with the following: 23 24

(******) 25 The removal of the existing water system piping and appurtenances, as required to 26 complete the work shown in the Plans and otherwise noted in these Specification, is 27 incidental to the work included in other Bid items. No separate payment shall be made 28 for this work. 29

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2-09 STRUCTURE EXCAVATION 1 2 2-09.3(5) Locating Utilities (New Section) 3 4 (******) 5 A reasonable attempt has been made to locate known existing utilities; however, the 6 exact location, and/or depth is unknown. It shall be the responsibility of the Contractor to 7 locate existing utilities, to include their respective depths. 8 9 The Contractor shall provide field exploration through vacuum excavation, potholing or 10 other suitable means to locate more precisely existing underground utilities as to location 11 and depth. The Contractor shall decide on the difficulties to be encountered in 12 constructing the project, and determine therefrom the extent of exploration required to 13 expedite the construction to first prevent damage to those utilities, and secondly to 14 determine if the new construction is to go around, over or under the existing utility. 15 Where underground utilities are found to be in the way of construction, such condition 16 shall not be deemed to be a changed or differing site condition, and if necessary, minor 17 pipe alignment or grade will be modified at no additional cost to the Contracting Agency. 18 At a minimum, potholing will be required at all utility interties prior to trench excavation 19 for connections and at all major utility crossings, and potential conflicts noted by 20 underground location notification as may be directed by the Engineer. 21 22 2-09.4 Measurement 23 24 This Section is supplemented with the following: 25 26

(******) 27 No specific unit of measurement shall apply to the lump sum item of “Locate Existing 28 Utilities”. 29

30 2-09.5 Payment 31 32 Delete all paragraphs under this Section and replace with the following: 33 34

(******) 35 "Locate Existing Utilities," per lump sum. 36 37 The lump sum contract price for "Locate Existing Utilities" shall be full compensation 38 for all costs incurred by the Contractor in performing the work. This bid item shall be 39 paid proportionate to the installation of all utilities, complete and in place. 40 41



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DIVISION 3 1 AGGREGATE PRODUCTION AND ACCEPTANCE 2

3 4

3-01 PRODUCTION FROM QUARRY AND PIT SITES 5 6 3-01.2 Material Sources, General Requirement 7 8 3-01.2(1) Approval of Source 9 10 This Section is supplemented with the following: 11 12

(******) 13 The Contractor is responsible for all costs associated with approval of the material 14 source. 15



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DIVISION 7 1 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER 2

MAINS, AND CONDUITS 3 4 5

7-09 WATER MAINS 6 7 7-09.3(5) Grade and Alignment 8 9 This Section is supplemented with the following: 10 11

(******) 12 Except where necessary, in making connections with other lines and unless 13 authorized by the Contracting Agency, pipes shall be laid with bells facing in the 14 direction of laying. Bells shall be placed on the uphill side for lines installed on an 15 appreciable slope. 16 17 Water mains shall be laid on a continuous positive grade as shown on the Plans to 18 minimize the number of high or low points in the pipeline profile unless approved by 19 the Contracting Agency. The Contractor shall, based on his review of the site and the 20 Plans, note areas where additional depth beyond the minimum pipe cover is required 21 to avoid certain utility conflicts and provide adequate bury at ditches, and adjust the 22 pipeline profile accordingly to maintain a continuous grade. 23 24

7-09.3(7) Trench Excavation 25 26 This Section is supplemented with the following: 27 28

(******) 29 The Contractor shall limit his excavation to the limits of the maximum payment width 30 and depth shown on the Plans. If the Contractor purposely or neglectfully excavates 31 to a width or depth beyond the maximum payment limit of the trench, as shown on 32 the Plans, all expenses associated with any additional trenching, wastehaul, trench 33 backfill, compaction, testing and surface restoration as a result of excavating beyond 34 the neat line payment limits shall be borne by the Contractor. 35

36 Trench excavation shall also include wastehauling to a Contracting Agency approved 37 site all excess and/or unsuitable material encountered including, but not limited to, 38 abandoned pipelines, concrete, asphalt, tree stumps, trees, logs, abandoned rail ties, 39 piling, and riprap. 40 41

7-09.3(7)A Dewatering of Trench 42 43 This Section is supplemented with the following: 44 45

(******) 46 The Contractor shall furnish all equipment necessary to dewater the excavation. 47 Before operations begin, the Contractor shall have sufficient pumping equipment 48 and/or other machinery available on site to assure that the operation of any 49 dewatering system can be maintained. 50



Page 46

1 The Contractor shall dispose of the water in such a manner as not to cause a nuisance 2 or menace to the public, and comply with all codes, regulations, and ordinances of 3 applicable governing authorities with regard to drilling, dewatering, and erosion 4 control. 5 6 The release of groundwater to its static level shall be performed in such a manner as 7 to maintain the undisturbed state of the natural foundation soil, prevent disturbance 8 of backfill and prevent movement of structures and pipelines. 9 10 The dewatering system shall be installed and operated by the Contractor so that the 11 groundwater level outside the excavation is not reduced to the extent that would 12 damage or endanger adjacent structures or property. Should settlement of the 13 surrounding area and/or structures be observed, the Contractor shall cease 14 dewatering operations and implement contingency plans. The cost of repairing any 15 damage to adjacent structures, underground facilities or utilities and satisfactory 16 restoration of above ground facilities to include fences, paving, concrete, etc., shall 17 be the responsibility of the Contractor. 18 19 The Contractor shall be required to comply with all conditions and requirements 20 mandated by the Department of Ecology for the construction, operation, and 21 decommissioning of dewatering facilities. 22

23 7-09.3(7)B Rock Excavation 24 25 This Section is supplemented with the following: 26 27

(******) 28 It is not anticipated that solid rock will be encountered. Should such material be 29 encountered, however, the excavation, removal and wastehaul will be paid at a 30 negotiated price per Section 1-04.4. Boulders or broken rock less than 2 cubic yards 31 in volume, shall not be classified as rock, nor will so-called "hard-pan" or cemented 32 gravel, even though it may be advantageous to use special equipment in its removal. 33 34

7-09.3(10) Backfilling Trenches 35 36 This Section is supplemented with the following: 37

38 (******) 39 Gravel Backfill for pipe zone bedding per Section 9-03.12(3) shall be utilized for 40 backfill of the trench within the pipe zone to 12-inches above the pipe crest, as 41 detailed on the Plans. 42 43 It is the intent of these Specifications to utilize excavated native material for trench 44 backfill above the pipe zone, as detailed on the Plans. Should the native material be 45 unacceptable for trench backfill the contractor shall backfill with Bank Run Gravel for 46 Trench Backfill as detailed on the Plans. 47

48 7-09.3(16) Cleaning and Assembling Joints 49 50



Page 47

This Section is supplemented with the following: 1 2 (******) 3 All joints in the pipe, fittings, valves, flexible couplings, ductile iron sleeves, etc., shall 4 be fully seated with small clearances allowed for pipe expansion. Where flexible 5 couplings and ductile iron sleeves are called for, the space between pipe ends shall 6 not exceed 1/4 inch, to prevent pipe movement such as would possibly be caused by 7 the resultant thrust of a nearby closed valve. 8 9 When the space between pipe ends is excessive, a short section (1" to 2") of pipe 10 may be inserted as a spacer ring to limit such pipe movement within the coupling (or 11 sleeve), to obtain the 1/4 inch limitation stipulated herein. 12 13

7-09.3(19)A Connections to Existing Mains 14 15 This Section is supplemented with the following: 16

17 (******) 18 The location, type, and size of existing facilities have been determined from available 19 records and are approximate. It is anticipated that connections can be made, in 20 general, as shown on the Plans. It shall be the responsibility of the Contractor to 21 determine the exact location and to ascertain the type and size of the existing facilities 22 prior to starting work on each connection and to provide minor alteration as may be 23 required at no additional cost to the Contracting Agency. 24 25 The proposed connections to the existing system involve turning off portions of the 26 water system. The shutdown of the water shall be sequenced such that the City’s 27 transmission mains (12-inch and 24-inch) are never shutoff at the same time. The 28 Contractor shall provide a minimum notice of 5 working days to the Inspector, the 29 Contracting Agency, and Fire Marshal, prior to scheduling shutoff. No connections 30 will be scheduled for Fridays or holidays. No service shall be shut down for more than 31 4 hours per day without prior approval of the Contracting Agency. 32 33 The Contractor shall maintain service in the existing facilities at each connection until 34 such time that the connection is actually made. Final connection will be permitted 35 under the supervision of the Contracting Agency after receiving satisfactory water 36 quality tests, and a continuous safe supply of water is available through the new 37 facilities. 38 39 The Contractor shall furnish, install and remove all temporary plugs, caps, blowoffs, 40 temporary blocking, and all other items of a temporary nature required to construct 41 the proposed facilities up to the point of connection for the pressure and purity tests. 42 43 The connections to the existing system will require draining off the existing lines after 44 the section to be connected to has been shutoff. The Contractor shall coordinate with 45 the Contracting Agency to determine a suitable location for discharge of all drained 46 water and receive approval for that location prior to commencing the discharge. 47

48 7-09.3(21) Concrete Thrust Blocking 49 50



Page 48

This Section is supplemented with the following: 1 2 (******) 3 All fittings requiring a thrust and/or anchor concrete block shall first be covered with 4 4-mil Visqueen plastic sheets, before concrete is poured. At no time shall the concrete 5 be allowed to cover pipe joints, bolt heads, or nuts. 6

7 The poured in place concrete thrust and/or anchor blocks shall be in place at least 24 8 hours before beginning the pressure test, to allow the concrete to set. Longer 9 durations may be required to ensure adequate curing has been established to 10 conduct the necessary testing. 11 12

7-09.3(23) Hydrostatic Pressure Test 13 14 This Section is supplemented with the following: 15

16 (******) 17 Testing pressure against closed butterfly valves shall not exceed 150 psi differential 18 between upstream and downstream pressures. 19

20 Delete the ninth paragraph and replace it with the following: 21

22 (******) 23 There shall not be an appreciable or abrupt loss in pressure during the 2-hour test 24 period. 25

26 7-09.3(24)A Flushing 27 28 This Section is supplemented with the following: 29

30 (******) 31 The Contracting Agency will furnish the water necessary to fill and flush the pipelines 32 for testing purposes at a time of day when sufficient quantities of water are available 33 for normal system operation. 34 35 The Contractor shall coordinate with the Contracting Agency to determine a suitable 36 location for discharge of all drained/flushed water and receive approval for that 37 location prior to commencing the discharge. 38 39 The Contractor shall monitor the rate of disposal to prevent flooding of any areas 40 downstream of the Contractor flushing operations. 41 42 The Contractor shall independently verify that all lines and adequately flushed to a 43 chlorine level equal to no higher than that generally prevailing in the City distribution 44 system prior to asking for verification by the Contract Agency. 45 46

7-09.3(24)N Final Flushing and Testing 47 48 Delete the third paragraph under this Section and replace with the following: 49

50



Page 49

(******) 1 Before placing the line into service, a satisfactory report shall be received on samples 2 collected from representative points in the new system. Samples will be collected and 3 bacteriological tests obtained by the Contractor. 4

5 This Section is supplemented with the following: 6

7 (******) 8 All water mains shall be flushed within 48 hours of chlorination. No flushing will be 9 allowed on weekends or on holidays. The Contracting Agency shall be notified by the 10 Contractor a minimum of 48 hours in advance of any flushing or flow testing. 11

12 7-09.3(24)O Repetition of Flushing and Testing 13 14 This Section is supplemented with the following: 15

16 (******) 17 The Contractor shall be responsible for payment of all repeat bacteriological testing. 18 Testing shall not be cause for claims for delay by the Contractor and all expenses 19 accruing there from shall be borne by the Contractor. Retesting and reinspection 20 required because of defective work and testing performed for the convenience of the 21 Contractor shall be paid by the Contractor. 22

23 7-09.4 Measurement 24 25 Delete all paragraphs under this Section and replace with the following: 26 27

(******) 28 Measurement for payment of pipe for water mains will be by the linear foot of pipe 29 laid and tested and shall be measured along the pipe through fittings, valves and 30 couplings at grade. 31 32 No measurement shall be made for extra trench excavation as defined in Section 7-33 09.3(7)C. 34 35 Measurements of “Bank Run Gravel for Trench Backfill” and “Gravel Backfill for Pipe 36 Zone Bedding” will be per ton. The measurements shall be calculated in accordance 37 with the trench detail shown on the Plans and using a conversion factor for cubic 38 yards to tons of 1.8 tons/cy. The Contractor shall provide the Contracting Agency with 39 truckload tickets at the end of each day to be used to support the calculated 40 quantities. 41 42 Measurements of “Controlled Density Fill (CDF)” shall be per cubic yard, measured 43 in place. 44 45 No specific unit of measurement will apply to the lump sum item of “Trench Excavation 46 Safety System”. 47 48 Measurement of “Additional Ductile Iron Fittings” shall be per pound, based on the 49 weight of fittings as listed in the AWWA Standards, ANSI/AWWA C110/A21.10-87. 50



Page 50

Fittings not listed in the above standards will be paid for at the weight listed in the 1 Manufacturer's catalog. Weight will be based on the fitting body only and will not 2 include accessory items such as bolts, glands, etc. Only those extra fittings required 3 during construction, but which are not shown on the Plans, will be paid for under the 4 bid item for Additional Ductile Iron Fittings. 5 6 Measurement for “Connection to Existing Water Mains” will be per each. 7

8 7-09.5 Payment 9 10 Delete all paragraphs under this Section and replace with the following: 11

12 (******) 13 Payment will be made in accordance with Section 1-04.1, for each of the following bid 14 items that are included in the Proposal: 15 16 "Trench Excavation Safety System," lump sum. 17 18 The lump sum contract price for "Trench Excavation Safety System" shall constitute 19 full compensation for all labor, materials, tools, equipment, transportation, supplies, 20 and incidentals required to complete all work to furnish and install this item to include, 21 but not limited to, furnishing, installing, maintaining, and removing all shoring and 22 cofferdams as specified herein and as required by RCW 39.04.180. This item of work 23 shall be paid proportionate to the total amount of pipe and structures, satisfactorily 24 installed on the Project. 25 26 "Ductile Iron Pipe: AWWA C151, 12 In. Diam.," per linear foot. 27 28 The unit contract price per linear foot for the respective diameters of "Ductile Iron 29 Pipe: AWWA C151, 12 In. Diam." shall constitute full compensation for all labor, 30 materials, tools, equipment, transportation, supplies, and incidentals required to 31 complete all work to furnish and install this item to include, but not limited to, trench 32 excavation, bedding, laying and jointing pipe and fittings, backfill with suitable native 33 material, compaction, and removal and wastehaul of excess or unsuitable trench 34 excavation material, dewatering, fittings, connections, marker tape, copper tracer 35 wire, restrained joint systems, bolts, concrete blocking, installation and removal of 36 temporary blowoff assemblies, pressure testing, flushing, disinfection and disposal of 37 hypochlorinated water. 38 39 "Ductile Iron Pipe: AWWA C151, 24 In. Diam.," per linear foot. 40 41 The unit contract price per linear foot for the respective diameters of "Ductile Iron 42 Pipe: AWWA C151, 24 In. Diam." shall constitute full compensation for all labor, 43 materials, tools, equipment, transportation, supplies, and incidentals required to 44 complete all work to furnish and install this item to include, but not limited to, trench 45 excavation, bedding, laying and jointing pipe and fittings, backfill with suitable native 46 material, compaction, and removal and wastehaul of excess or unsuitable trench 47 excavation material, dewatering, fittings, connections, marker tape, copper tracer 48 wire, restrained joint systems, bolts, concrete blocking, installation and removal of 49



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temporary blowoff assemblies, material and compaction testing of suitable native 1 backfill, pressure testing, flushing, disinfection and disposal of hypochlorinated water. 2 3 "Additional Ductile Iron Fittings," per pound. 4 5 The unit contract price per pound for "Additional Ductile Iron Fittings" shall constitute 6 full compensation for all labor, materials, tools, equipment, transportation, supplies, 7 and incidentals required to complete all work to furnish and install this item to include, 8 but not limited to, fittings, follower glands, bolts, grip rings, restrained joint systems, 9 nipples, sleeves, concrete thrust/anchor blocks, testing, flushing, and disinfection. 10 11 "Connection to Existing Water Mains," per each. 12 13 The unit contract price per each for "Connection to Existing Water Mains" shall 14 constitute full compensation for all labor, materials, tools, equipment, transportation, 15 supplies, and incidentals required to complete all work to furnish and install this item 16 to include, but not limited to, removal, dechlorination, and disposal of drained water, 17 pumps, hoses, temporary blocking (and waste hauling of same), plugs, locating the 18 existing main lines, cutting into the main lines, dewatering, waste hauling existing 19 pipes, miscellaneous fittings and appurtenances as shown on the Plans, all temporary 20 materials, including temporary blowoffs, testing, flushing, disinfection and all work 21 associated with making a complete connection. Reconnecting of the existing blowoff 22 as indicated on the Plans shall be subject to payment under this bid item. 23 24 "Bank Run Gravel for Trench Backfill," per ton. 25 26 The unit contract price per ton for "Bank Run Gravel for Trench Backfill" shall 27 constitute full compensation for all labor, materials, tools, equipment, transportation, 28 supplies, and incidentals required to complete all work to furnish and install the 29 imported trench backfill to include, but not limited to, backfilling trenches, placing, 30 shaping, compacting, and material and compaction testing of the bank run gravel 31 backfill material. 32 33 “Gravel Backfill for Pipe Zone Bedding,” per ton. 34 35 The unit contract price per ton for " Gravel Backfill for Pipe Zone Bedding " shall 36 constitute full compensation for all labor, materials, tools, equipment, transportation, 37 supplies, and incidentals required to complete all work to furnish and install the 38 imported trench backfill to include, but not limited to, backfilling trenches, placing, 39 shaping, compacting, and material and compaction testing of the gravel backfill for 40 pipe zone bedding material. 41 42 “Controlled Density Fill (CDF),” per cubic yard. 43 44 The unit contract price per cubic yard for " Controlled Density Fill (CDF)" shall 45 constitute full compensation for all labor, materials, tools, equipment, transportation, 46 supplies, and incidentals required to complete all work to furnish and install the 47 imported trench backfill to include, but not limited to, backfilling trenches, pumping, 48 placing, shaping, for pipe trench backfill material, as indicated on the Plans. 49



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All work associated with providing temporary blowoff assemblies to include the 1 necessary valve, fittings, piping, thrust blocks, connection, and any and all incidentals 2 as required shall be merged into the price bid for the various sizes of water mains. 3 4

7-12 VALVES FOR WATER MAINS 5 6 7-12.3 Construction Requirements 7 8 This Section is supplemented with the following: 9

10 (******) 11 The required field inspection shall include operating the valve over the full range of 12 opening to closed to ensure the valve firmly seals and fully clears the flow path. 13 14 The ears of the valve box cover shall be alignment along the pipe centerline. 15

16 7-12.4 Measurement 17 18 Delete all paragraphs under this Section and replace with the following: 19 20

(******) 21 Measurement for “Gate Valve, 12 In.” will be per each. 22 23 Measurement for “Butterfly Valve, 24 In.” will be per each. 24

25 7-12.5 Payment 26 27 Delete all paragraphs under this Section and replace with the following: 28 29

(******) 30 Payment will be made in accordance with Section 1-04.1, for each of the following bid 31 items that are included in the Proposal: 32 33 "Gate Valve, 12 In.," per each. 34 35 The unit contract price per each for "Gate Valve, 12 In." shall constitute full 36 compensation for all labor, materials, tools, equipment, transportation, supplies, and 37 incidentals required to complete all work to furnish and install this item to include, but 38 not limited to, excavation, backfill with suitable native material, compaction, removal 39 and wastehaul of excess or unsuitable trench excavation material, dewatering, 40 restrained joint systems, valve box, valve stem extension, testing, flushing, 41 disinfection and final adjustment of the valve box to finished grade. 42 43 "Butterfly Valve, 24 In.," per each. 44 45 The unit contract price per each for "Butterfly Valve, 24 In." shall constitute full 46 compensation for all labor, materials, tools, equipment, transportation, supplies, and 47 incidentals required to complete all work to furnish and install this item to include, but 48 not limited to, excavation, backfill with suitable native material, compaction, removal 49 and wastehaul of excess or unsuitable trench excavation material, dewatering, 50



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restrained joint systems, valve box, valve stem extension, testing, flushing, 1 disinfection and final adjustment of the valve box to finished grade. Material and labor 2 for installation of reinforced concrete slab and piers for valve support as indicated on 3 the Drawings shall be incidental to this Bid item. 4

5



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1 DIVISION 8 2

MISCELLANEOUS CONSTRUCTION 3 4

5 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 6

7 8-01.4 Measurement 8 9 Section 8-01.4 is supplemented with the following: 10 11

(******) 12 No specific unit of measurement will apply to the lump sum item “Erosion Control and 13 Water Pollution Prevention”. 14 15

8-01.5 Payment 16 17 Section 8-01.5 is supplemented with the following: 18 19

(******) 20 “Erosion Control and Water Pollution Prevention,” per lump sum. 21 22

The lump sum contract price for “Erosion Control and Water Pollution Prevention” shall 23 be full pay for all labor, equipment, and materials necessary to provide, install, and 24 maintain erosion and water pollution devices per the TESC measures included in the 25 Contract Plans and as required to prevent discharge of sediment laden construction 26 runoff from the site. These devices shall include, but not be limited to, the following: 27 28 Silt Fence 29 30 Maintenance and removal of erosion and water pollution control devices including 31 removal and disposal of sediment, stabilization and rehabilitation of soil disturbed by 32 these activities, and any additional Work deemed necessary by the Engineer to 33 control erosion and water pollution will be included in the lump sum payment for this 34 item. 35

36 8-02 Roadside Restoration 37 38 8-02.1 Description 39 40 Section 8-02.1 is supplemented with the following: 41 42 (******) 43

The Contractor is responsible for all costs associated with restoration of the site to pre-44 construction conditions. This shall include, but not be limited to, restoration of 45 pedestrian path and import of additional pathway gravel (if necessary), stabilization of 46 native soil areas, and fine grading of project site to pre-construction condition 47 48

8-01.4 Measurement 49 50



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Section 8-02.4 is supplemented with the following: 1 2 (******) 3 No specific unit of measurement will apply to the lump sum item “Landscape 4 Restoration”. 5 6

8-02.5 Payment 7 8 Section 8-02.5 is supplemented with the following: 9 10 (******) 11 "Landscape Restoration," lump sum. 12 13 The lump sum contract price for "Landscape Restoration" shall constitute full 14 compensation for all labor, materials, tools, equipment, transportation, supplies, and 15 incidentals required to restore areas within the Project site affected by the Project’s 16 construction, to include, but not limited to, pedestrian pathway gravel, stabilization of 17 native soil areas, and fine grading of project site to pre-construction condition. 18 19



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DIVISION 9 1 MATERIALS 2

3 4 SECTION 9-30 WATER DISTRIBUTION MATERIALS 5 6 9-30.1(1) Ductile Iron Pipe 7 8 Delete the first paragraph of this Section and replace it with the following: 9

10 (******) 11

1. Ductile iron pipe shall be centrifugally cast and meet the requirements of 12 AWWA C151. Ductile iron pipe shall have a cement mortar lining meeting the 13 requirements of AWWA C104. Ductile iron pipe shall be Standard Thickness 14 Class 52 or the thickness as shown on the Plans. 15

16 9-30.2(1) Ductile Iron Pipe 17 18 Delete the fourth sentence and replace with the following: 19

20 (******) 21 Gaskets for flat faced or raised faced flanges shall be 1/8-inch-thick neoprene having 22 a durometer of 60 plus or minus 523 25

9-30.2(6) Restrained Joints 26 27 The Section is supplemented with the following: 28

29 (******) 30 The restraints for mechanical joint fittings shall be Series 1100 MEGALUG restraints 31 as manufactured by EBAA Iron, Inc., or approved equal. 32 33

9-30.3(1) Gate Valves (3 to 16 inches) 34 35 Section 9-30.3(1) is supplemented with the following: 36

37 (******) 38 Valve manufacturer shall be one of the following or equal: 39

1. M&H/Kennedy Valve Co. 40 2. Mueller Co. 41 3. American Flow Control. 42

43 9-30.3(3) Butterfly Valves 44

45 Section 9-30.3(3) is supplemented with the following: 46

47 (******) 48 Valve manufacturer shall be one of the following or equal: 49

1. DeZURIK/Sartell Model BAW. 50 2. Henry Pratt Co. 51



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1 Valves shall be installed on reinforced concrete slab and piers as indicated on the 2 drawings. 3 4


PART 4.

AMENDMENTS TO STANDARD SPECIFICATIONS


AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30, 2018

INTRO.AP1 1 INTRODUCTION 2

The following Amendments and Special Provisions shall be used in conjunction with the 3 2018 Standard Specifications for Road, Bridge, and Municipal Construction. 4 5

AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 7 The following Amendments to the Standard Specifications are made a part of this contract 8 and supersede any conflicting provisions of the Standard Specifications. For informational 9 purposes, the date following each Amendment title indicates the implementation date of the 10 Amendment or the latest date of revision. 11 12 Each Amendment contains all current revisions to the applicable section of the Standard 13 Specifications and may include references which do not apply to this particular project. 14 15 1-01.AP1 16 Section 1-01, Definitions and Terms 17

August 6, 2018 18

1-01.3 Definitions 19 The following new term and definition is inserted before the definition for “Shoulder”: 20 21

Sensitive Area – Natural features, which may be previously altered by human activity, 22 that are present on or adjacent to the project location and protected, managed, or 23 regulated by local, tribal, state, or federal agencies. 24

25 The following new term and definition is inserted after the definition for “Working Drawings”: 26 27

WSDOT Form – Forms developed and maintained by WSDOT that are required or 28 available for use on a project. These forms can be downloaded from the forms 29 catalogue at: 30 31

http://wsdot.wa.gov/forms/pdfForms.html 32 33 1-02.AP1 34 Section 1-02, Bid Procedures and Conditions 35

October 30, 2018 36

1-02.4(1) General 37 This section is supplemented with the following: 38 39

Prospective Bidders are advised that the Contracting Agency may include a partially 40 completed Washington State Department of Ecology (Ecology) Transfer of Coverage 41 (Ecology Form ECY 020-87a) for the Construction Stormwater General Permit 42 (CSWGP) as part of the Bid Documents. When the Contracting Agency requires the 43 transfer of coverage of the CSWGP to the Contractor, an informational copy of the 44 Transfer of Coverage and the associated CSWGP will be included in the appendices. 45 As a condition of Section 1-03.3, the Contractor is required to complete sections I, III, 46 and VIII of the Transfer of Coverage and return the form to the Contracting Agency. 47 48



The Contracting Agency is responsible for compliance with the CSWGP until the end of 1 day that the Contract is executed. Beginning on the day after the Contract is executed, 2 the Contractor shall assume complete legal responsibility for compliance with the 3 CSWGP and full implementation of all conditions of the CSWGP as they apply to the 4 Contract Work. 5

6 1-02.5 Proposal Forms 7 The first sentence of the first paragraph is revised to read: 8 9

At the request of a Bidder, the Contracting Agency will provide a physical Proposal 10 Form for any project on which the Bidder is eligible to Bid. 11

12 1-02.6 Preparation of Proposal 13 Item number 1 of the second paragraph is revised to read: 14 15

1. A unit price for each item (omitting digits more than two places to the right of the 16 decimal point), 17

18 In the third sentence of the fourth paragraph, “WSDOT Form 422-031” is revised to read 19 “WSDOT Form 422-031U”. 20 21 The following new paragraph is inserted before the last paragraph: 22 23

The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 24 Compliance form (WSDOT Form 272-009). Failure to return this certification as part of 25 the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A 26 Contractor Certification of Wage Law Compliance form is included in the Proposal 27 Forms. 28 29

30 1-03.AP1 31 Section 1-03, Award and Execution of Contract 32

January 2, 2018 33

1-03.3 Execution of Contract 34 The first paragraph is revised to read: 35 36

Within 20 calendar days after the Award date, the successful Bidder shall return the 37 signed Contracting Agency-prepared Contract, an insurance certification as required by 38 Section 1-07.18, a satisfactory bond as required by law and Section 1-03.4, the Transfer 39 of Coverage form for the Construction Stormwater General Permit with sections I, III, 40 and VIII completed when provided, and shall be registered as a contractor in the state of 41 Washington. 42 43

1-03.5 Failure to Execute Contract 44 The first sentence is revised to read: 45 46

Failure to return the insurance certification and bond with the signed Contract as 47 required in Section 1-03.3, or failure to provide Disadvantaged, Minority or Women’s 48 Business Enterprise information if required in the Contract, or failure or refusal to sign 49 the Contract, or failure to register as a contractor in the state of Washington, or failure to 50 return the completed Transfer of Coverage for the Construction Stormwater General 51



Permit to the Contracting Agency when provided shall result in forfeiture of the proposal 1 bond or deposit of this Bidder. 2

3 1-05.AP1 4 Section 1-05, Control of Work 5

August 6, 2018 6

1-05.5 Vacant 7 This section, including title, is revised to read: 8 9

1-05.5 Tolerances 10 Geometrical tolerances shall be measured from the points, lines, and surfaces defined 11 in Contract documents. 12 13 A plus (+) tolerance increases the amount or dimension to which it applies, or raises a 14 deviation from level. A minus (-) tolerance decreases the amount or dimension to which 15 it applies, or lowers a deviation from level. Where only one signed tolerance is specified 16 (+ or -), there is no specified tolerance in the opposing direction. 17 18 Tolerances shall not be cumulative. The most restrictive tolerance shall control. 19 20 Tolerances shall not extend the Work beyond the Right of Way or other legal 21 boundaries identified in the Contract documents. If application of tolerances causes the 22 extension of the Work beyond the Right of Way or legal boundaries, the tolerance shall 23 be reduced for that specific instance. 24 25 Tolerances shall not violate other Contract requirements. If application of tolerances 26 causes the Work to violate other Contract requirements, the tolerance shall be reduced 27 for that specific instance. If application of tolerances causes conflicts with other 28 components or aspects of the Work, the tolerance shall be reduced for that specific 29 instance. 30

31 1-05.9 Equipment 32 The following new paragraph is inserted before the first paragraph: 33 34

Prior to mobilizing equipment on site, the Contractor shall thoroughly remove all loose 35 dirt and vegetative debris from drive mechanisms, wheels, tires, tracks, buckets and 36 undercarriage. The Engineer will reject equipment from the site until it returns clean. 37 38

This section is supplemented with the following: 39 40

Upon completion of the Work, the Contractor shall completely remove all loose dirt and 41 vegetative debris from equipment before removing it from the job site. 42

43 1-06.AP1 44 Section 1-06, Control of Material 45

October 30, 2018 46

1-06.1(3) Aggregate Source Approval (ASA) Database 47 This section is supplemented with the following: 48 49



Regardless of status of the source, whether listed or not listed in the ASA database the 1 source owner may be asked to provide testing results for toxicity in accordance with 2 Section 9-03.21(1). 3

4 1-06.2(2)D Quality Level Analysis 5 This section is supplemented with the following new subsection: 6 7

1-06.2(2)D5 Quality Level Calculation – HMA Compaction 8 The procedures for determining the quality level and pay factor for HMA compaction are 9 as follows: 10 11

1. Determine the arithmetic mean, Xm, for compaction of the lot: 12 13

n

xX m

∑= 14

15 Where: 16 x = individual compaction test values for each sublot in the lot. 17 ∑x = summation of individual compaction test values 18 n = total number test values 19

20 2. Compute the sample standard deviation, “S”, for each constituent: 21 22

( )( )

2

1

22

1

−∑−∑

=nn

xxnS 23

24 Where: 25 ∑x2 = summation of the squares of individual compaction test values 26 (∑x)2 = summation of the individual compaction test values squared 27 28

3. Compute the lower quality index (QL): 29 30

S

LSLXQ mL

−= 31

32 Where: 33 LSL = 91.5 34

35 4. Determine PL (the percent within the lower Specification limit which 36

corresponds to a given QL) from Table 1. For negative values of QL, PL is equal 37 to 100 minus the table PL. If the value of QL does not correspond exactly to a 38 figure in the table, use the next higher value. 39

40 5. Determine the quality level (the total percent within Specification limits): 41 42

Quality Level = PL 43 44 6. Using the quality level from step 5, determine the composite pay factor (CPF) 45

from Table 2. 46



1 7. If the CPF determined from step 6 is 1.00 or greater: use that CPF for the 2

compaction lot; however, the maximum HMA compaction CPF using an LSL = 3 91.5 shall be 1.05. 4

5 8. If the CPF from step 6 is not 1.00 or greater: repeat steps 3 through 6 using an 6

LSL = 91.0. The value thus determined shall be the HMA compaction CPF for 7 that lot; however, the maximum HMA compaction CPF using an LSL = 91.00 8 shall be 1.00. 9

10 1-06.2(2)D4 Quality Level Calculation 11 The first paragraph (excluding the numbered list) is revised to read: 12 13

The procedures for determining the quality level and pay factors for a material, other 14 than HMA compaction, are as follows: 15

16 1-06.6 Recycled Materials 17 The first three sentences of the second paragraph is revised to read: 18 19

The Contractor shall submit a Recycled Material Utilization Plan on WSDOT Form 350-20 075A within 30 calendar days after the Contract is executed. The plan shall provide the 21 Contractor’s anticipated usage of recycled concrete aggregates for meeting the 22 requirements of these Specifications. The quantity of recycled concrete aggregate will 23 be provided in tons and as a percentage of the Plan quantity for eligible material listed 24 in Section 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled 25 Material. 26

27 The last paragraph is revised to read: 28 29

Within 30 calendar days after Physical Completion, the Contractor shall report the 30 quantity of recycled concrete aggregates that were utilized in the construction of the 31 project for each eligible item listed in Section 9-03.21(1)E. The Contractor’s report shall 32 be provided on WSDOT Form 350-075A, Recycled Materials Reporting. 33

34 1-06.6(1)A General 35 Item 1(a) in the second paragraph is revised to read: 36 37

a. The estimated costs for the Work for each material with 25 percent recycled 38 concrete aggregate. The cost estimate shall include for each material a 39 documented price quote from the supplier with the lowest total cost for the Work. 40

41 1-07.AP1 42 Section 1-07, Legal Relations and Responsibilities to the Public 43

August 6, 2018 44

1-07.5 Environmental Regulations 45 This section is supplemented with the following new subsections: 46 47

1-07.5(5) U.S. Army Corps of Engineers 48 When temporary fills are permitted, the Contractor shall remove fills in their entirety and 49 the affected areas returned to pre-construction elevations. 50 51



If a U.S. Army Corps of Engineers permit is noted in Section 1-07.6 of the Special 1 Provisions, the Contractor shall retain a copy of the permit or the verification letter (in 2 the case of a Nationwide Permit) on the worksite for the life of the Contract. The 3 Contractor shall provide copies of the permit or verification letter to all subcontractors 4 involved with the authorized work prior to their commencement of any work in waters of 5 the U.S. 6 7 1-07.5(6) U.S. Fish/Wildlife Services and National Marine Fisheries Service 8 The Contracting Agency will provide fish exclusion and handling services if the Work 9 dictates. However, if the Contractor discovers any fish stranded by the project and a 10 Contracting Agency biologist is not available, they shall immediately release the fish into 11 a flowing stream or open water. 12

13 1-07.5(1) General 14 The first sentence is deleted and replaced with the following: 15 16

No Work shall occur within areas under the jurisdiction of resource agencies unless 17 authorized in the Contract. 18

19 The third paragraph is deleted. 20 21 1-07.5(2) State Department of Fish and Wildlife 22 This section is revised to read: 23 24

In doing the Work, the Contractor shall: 25 26

1. Not degrade water in a way that would harm fish, wildlife, or their habitat. 27 28 2. Not place materials below or remove them from the ordinary high water line 29

except as may be specified in the Contract. 30 31 3. Not allow equipment to enter waters of the State except as specified in the 32

Contract. 33 34 4. Revegetate in accordance with the Plans, unless the Special Provisions permit 35

otherwise. 36 37 5. Prevent any fish-threatening silt buildup on the bed or bottom of any body of 38

water. 39 40 6. Ensure continuous stream flow downstream of the Work area. 41 42 7. Dispose of any project debris by removal, burning, or placement above high-43

water flows. 44 45 8. Immediately notify the Engineer and stop all work causing impacts, if at any 46

time, as a result of project activities, fish are observed in distress or a fish kill 47 occurs. 48

49 If the Work in (1) through (3) above differs little from what the Contract requires, the 50 Contracting Agency will measure and pay for it at unit Contract prices. But if Contract 51



items do not cover those areas, the Contracting Agency will pay pursuant to Section 1-1 09.4. Work in (4) through (8) above shall be incidental to Contract pay items. 2

3

1-07.5(3) State Department of Ecology 4 This section is revised to read: 5 6

In doing the Work, the Contractor shall: 7 8

1. Comply with Washington State Water Quality Standards. 9 10 2. Perform Work in such a manner that all materials and substances not 11

specifically identified in the Contract documents to be placed in the water do 12 not enter waters of the State, including wetlands. These include, but are not 13 limited to, petroleum products, hydraulic fluid, fresh concrete, concrete 14 wastewater, process wastewater, slurry materials and waste from shaft drilling, 15 sediments, sediment-laden water, chemicals, paint, solvents, or other toxic or 16 deleterious materials. 17

18 3. Use equipment that is free of external petroleum-based products. 19 20 4. Remove accumulations of soil and debris from drive mechanisms (wheels, 21

tracks, tires) and undercarriage of equipment prior to using equipment below 22 the ordinary high water line. 23

24 5. Clean loose dirt and debris from all materials placed below the ordinary high 25

water line. No materials shall be placed below the ordinary high water line 26 without the Engineer’s concurrence. 27

28 6. When a violation of the Construction Stormwater General Permit (CSWGP) 29

occurs, immediately notify the Engineer and fill out WSDOT Form 422-011, 30 Contractor ECAP Report, and submit the form to the Engineer within 48 hours 31 of the violation. 32

33 7. Once Physical Completion has been given, prepare a Notice of Termination 34

(Ecology Form ECY 020-87) and submit the Notice of Termination 35 electronically to the Engineer in a PDF format a minimum of 7 calendar days 36 prior to submitting the Notice of Termination to Ecology. 37

38 8. Transfer the CSWGP coverage to the Contracting Agency when Physical 39

Completion has been given and the Engineer has determined that the project 40 site is not stabilized from erosion. 41

42 9. Submit copies of all correspondence with Ecology electronically to the 43

Engineer in a PDF format within four calendar days. 44 45 1-07.5(4) Air Quality 46 This section is revised to read: 47 48

The Contractor shall comply with all regional clean air authority and/or State 49 Department of Ecology rules and regulations. 50 51



The air quality permit process may include additional State Environment Policy Act 1 (SEPA) requirements. Contractors shall contact the appropriate regional air pollution 2 control authority well in advance of beginning Work. 3 4 When the Work includes demolition or renovation of any existing facility or structure that 5 contains Asbestos Containing Material (ACM) and/or Presumed Asbestos-Containing 6 Material (PACM), the Contractor shall comply with the National Emission Standards for 7 Hazardous Air Pollutants (NESHAP). 8 9 Any requirements included in Federal and State regulations regarding air quality that 10 applies to the “owner or operator” shall be the responsibility of the Contractor. 11

12 1-07.7(1) General 13 The first sentence of the third paragraph is revised to read: 14 15

When the Contractor moves equipment or materials on or over Structures, culverts or 16 pipes, the Contractor may operate equipment with only the load-limit restrictions in 17 Section 1-07.7(2). 18

19 The first sentence of the last paragraph is revised to read: 20 21

Unit prices shall cover all costs for operating over Structures, culverts and pipes. 22 23 1-07.9(1) General 24 The last sentence of the sixth paragraph is revised to read: 25 26

Generally, the Contractor initiates the request by preparing standard form 1444 Request 27 for Authorization of Additional Classification and Rate, available at 28 https://www.dol.gov/whd/recovery/dbsurvey/conformance.htm, and submitting it to the 29 Engineer for further action. 30

31 1-07.9(2) Posting Notices 32 The second sentence of the first paragraph (up until the colon) is revised to read: 33 34

The Contractor shall ensure the most current edition of the following are posted: 35 36 In items 1 through 10, the revision dates are deleted. 37 38 1-07.11(2) Contractual Requirements 39 In this section, “creed” is revised to read “religion”. 40 41 Item numbers 1 through 9 are revised to read 2 through 10, respectively. 42 43 After the preceding Amendment is applied, the following new item number 1 is inserted: 44 45

1. The Contractor shall maintain a Work site that is free of harassment, humiliation, 46 fear, hostility and intimidation at all times. Behaviors that violate this requirement 47 include but are not limited to: 48

49 a. Persistent conduct that is offensive and unwelcome. 50 51 b. Conduct that is considered to be hazing. 52



1 c. Jokes about race, gender, or sexuality that are offensive. 2 3 d. Unwelcome, unwanted, rude or offensive conduct or advances of a sexual 4

nature which interferes with a person’s ability to perform their job or creates an 5 intimidating, hostile, or offensive work environment. 6

7 e. Language or conduct that is offensive, threatening, intimidating or hostile 8

based on race, gender, or sexual orientation. 9 10 f. Repeating rumors about individuals in the Work Site that are considered to be 11

harassing or harmful to the individual’s reputation. 12 13 1-07.11(5) Sanctions 14 This section is supplemented with the following: 15 16

Immediately upon the Engineer’s request, the Contractor shall remove from the Work 17 site any employee engaging in behaviors that promote harassment, humiliation, fear or 18 intimidation including but not limited to those described in these specifications. 19

20 1-07.11(6) Incorporation of Provisions 21 The first sentence is revised to read: 22 23

The Contractor shall include the provisions of Section 1-07.11(2) Contractual 24 Requirements (1) through (5) and the Section 1-07.11(5) Sanctions in every subcontract 25 including procurement of materials and leases of equipment. 26

27 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan 28 The last sentence of the first paragraph is revised to read: 29 30

An SPCC Plan template and guidance information is available at 31 http://www.wsdot.wa.gov/environment/technical/disciplines/hazardous-materials/spill-32 prevent-report. 33

34 1-07.18 Public Liability and Property Damage Insurance 35 Item number 1 is supplemented with the following new sentence: 36 37

This policy shall be kept in force from the execution date of the Contract until the 38 Physical Completion Date. 39

40 1-08.AP1 41 Section 1-08, Prosecution and Progress 42

August 6, 2018 43

1-08.1 Subcontracting 44 The first sentence of the seventh paragraph is revised to read: 45 46

All Work that is not performed by the Contractor will be considered as subcontracting 47 except: purchase of sand, gravel, crushed stone, crushed slag, batched concrete 48 aggregates, ready-mix concrete, off-site fabricated structural steel, other off-site 49 fabricated items, and any other materials supplied by established and recognized 50 commercial plants; or (2) delivery of these materials to the Work site in vehicles owned 51



or operated by such plants or by recognized independent or commercial hauling 1 companies hired by those commercial plants. 2

3 1-08.5 Time for Completion 4 Item number 2 of the sixth paragraph is supplemented with the following: 5 6

f. A copy of the Notice of Termination sent to the Washington State Department of 7 Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the 8 Notice of Termination by Ecology; and no rejection of the Notice of Termination by 9 Ecology. This requirement will not apply if the Construction Stormwater General 10 Permit is transferred back to the Contracting Agency in accordance with Section 8-11 01.3(16). 12

13 1-08.7 Maintenance During Suspension 14 The fifth paragraph is revised to read: 15 16

The Contractor shall protect and maintain all other Work in areas not used by traffic. All 17 costs associated with protecting and maintaining such Work shall be the responsibility 18 of the Contractor. 19

20 1-09.AP1 21 Section 1-09, Measurement and Payment 22

August 6, 2018 23

1-09.2(1) General Requirements for Weighing Equipment 24 The last paragraph is supplemented with the following: 25 26

When requested by the Engineer, the Contractor’s representative shall collect the 27 tickets throughout the day and provide them to the Engineer’s designated receiver, not 28 later than the end of shift, for reconciliation. Tickets for loads not verified as delivered 29 will receive no pay. 30

31 1-09.2(2) Specific Requirements for Batching Scales 32 The last sentence of the first paragraph is revised to read: 33 34

Batching scales used for concrete or hot mix asphalt shall not be used for batching 35 other materials. 36

37 1-09.10 Payment for Surplus Processed Materials 38 The following sentence is inserted after the first sentence of the second paragraph: 39 40

For Hot Mix Asphalt, the Plan quantity and quantity used will be adjusted for the quantity 41 of Asphalt and quantity of RAP or other materials incorporated into the mix. 42

43 2-02.AP2 44 Section 2-02, Removal of Structures and Obstructions 45

April 2, 2018 46

2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 47 In item number 3 of the first paragraph, the second sentence is revised to read: 48 49



For concrete pavement removal, a second vertical full depth relief saw cut offset 12 to 1 18 inches from and parallel to the initial saw cut is also required, unless the Engineer 2 allows otherwise. 3

4 2-09.AP2 5 Section 2-09, Structure Excavation 6

April 2, 2018 7

2-09.2 Materials 8 In the first paragraph, the references to “Portland Cement” and “Aggregates for Portland 9 Cement Concrete” are revised to read: 10 11

Cement 9-01 12 Fine Aggregate for Concrete 9-03.1(2) 13

14 2-09.3(3)D Shoring and Cofferdams 15 The first sentence of the sixth paragraph is revised to read: 16 17

Structural shoring and cofferdams shall be designed for conditions stated in this Section 18 using methods shown in Division I Section 5 of the AASHTO Standard Specifications for 19 Highway Bridges Seventeenth Edition – 2002 for allowable stress design, or the 20 AASHTO LRFD Bridge Design Specifications for load and resistance factor design. 21

22 3-01.AP3 23 Section 3-01, Production from Quarry and Pit Sites 24

April 2, 2018 25

3-01.1 Description 26 The first paragraph is revised to read: 27 28

This Work shall consist of manufacturing and producing crushed and screened 29 aggregates including pit run aggregates of the kind, quality, and grading specified for 30 use in the construction of concrete, hot mix asphalt, crushed surfacing, maintenance 31 rock, ballast, gravel base, gravel backfill, gravel borrow, riprap, and bituminous surface 32 treatments of all descriptions. 33

34 4-04.AP4 35 Section 4-04, Ballast and Crushed Surfacing 36

April 2, 2018 37

4-04.3(5) Shaping and Compaction 38 This section is supplemented with the following new paragraph: 39 40

When using 100% Recycled Concrete Aggregate, the Contractor may submit a written 41 request to use a test point evaluation for compaction acceptance testing in lieu of 42 compacting to 95% of the standard density as determined by the requirements of 43 Section 2-03.3(14)D. The test point evaluation shall be performed in accordance with 44 SOP 738. 45

46



5-01.AP5 1 Section 5-01, Cement Concrete Pavement Rehabilitation 2

August 6, 2018 3

5-01.2 Materials 4 The section reference for Concrete Patching Material is revised to read “9-20.1”. 5 6 5-01.3(1)A1 Concrete Patching Materials 7 In this section, each reference to “9-20” is revised to read “9-20.1”. 8 9 5-01.3(4) Replace Cement Concrete Panel 10 The last sentence of the fourth to last paragraph is revised to read: 11 12

If the replacement panel is located in an area that will be ground as part of concrete 13 pavement grinding in accordance with Section 5-01.3(9), the surface smoothness shall 14 be measured, by the Contractor, in conjunction with the smoothness measurement 15 done in accordance with Section 5-01.3(10). 16

17 5-04.AP5 18 Section 5-04, Hot Mix Asphalt 19

April 2, 2018 20

5-04.1 Description 21 The last sentence of the first paragraph is revised to read: 22 23

The manufacture of HMA may include additives or processes that reduce the optimum 24 mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance 25 with these Specifications. 26

27 5-04.2 Materials 28 The reference to “Warm Mix Asphalt Additive” is revised to read “HMA Additive”. 29 30 5-04.2(1) How to Get an HMA Mix Design on the QPL 31 The last bullet in the first paragraph is revised to read: 32 33

• Do not include HMA additives that reduce the optimum mixing temperature or serve 34 as a compaction aid when developing a mix design or submitting a mix design for 35 QPL evaluation. The use of HMA additives is not part of the process for obtaining 36 approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. 37

38 In the table, “WSDOT Standard Practice QC-8” is revised to read “WSDOT Standard 39 Practice QC-8 located in the WSDOT Materials Manual M 46-01”. 40 41 5-04.2(1)C Mix Design Resubmittal for QPL Approval 42 Item number 3 of the first paragraph is revised to read: 43 44

3. Changes in modifiers used in the asphalt binder. 45 46 5-04.2(2)B Using Warm Mix Asphalt Processes 47 This section, including title, is revised to read: 48 49



5-04.2(2)B Using HMA Additives 1 The Contractor may, at the Contractor’s discretion, elect to use additives that reduce the 2 optimum mixing temperature or serve as a compaction aid for producing HMA. Additives 3 include organic additives, chemical additives and foaming processes. The use of 4 Additives is subject to the following: 5 6

• Do not use additives that reduce the mixing temperature in accordance with 7 Section 5-04.3(6) in the production of High RAP/Any RAS mixtures. 8

9 • Before using additives, obtain the Engineer’s approval using WSDOT Form 10

350-076 to describe the proposed additive and process. 11 12

5-04.3(3)A Mixing Plant 13 In item number 5 of the first paragraph, “WSDOT T 168” is revised to read “FOP for 14 AASHTO T 168”. 15 16 5-04.3(4) Preparation of Existing Paved Surfaces 17 The first sentence of the fourth paragraph is revised to read: 18 19

Unless otherwise allowed by the Engineer, use cationic emulsified asphalt CSS-1, CSS-20 1h, or Performance Graded (PG) asphalt for tack coat. 21

22 5-04.3(6) Mixing 23 The first paragraph is revised to read: 24 25

The asphalt supplier shall introduce recycling agent and anti-stripping additive, in the 26 amount designated on the QPL for the mix design, into the asphalt binder prior to 27 shipment to the asphalt mixing plant. 28 29

The seventh paragraph is revised to read: 30 31 Upon discharge from the mixer, ensure that the temperature of the HMA does not 32 exceed the optimum mixing temperature shown on the accepted Mix Design Report by 33 more than 25°F, or as allowed by the Engineer. When an additive is included in the 34 manufacture of HMA, do not heat the additive (at any stage of production including in 35 binder storage tanks) to a temperature higher than the maximum recommended by the 36 manufacturer of the additive. 37

38 5-04.3(7) Spreading and Finishing 39 The last row of the table is revised to read: 40 41

3⁄8 inch 0.25 feet 0.30 feet 42

5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 43 The following new paragraph is inserted after the first paragraph: 44

45 The Contracting Agency’s combined aggregate bulk specific gravity (Gsb) blend as 46 shown on the HMA Mix Design will be used for VMA calculations until the Contractor 47 submits a written request for a Gsb test. The new Gsb will be used in the VMA 48 calculations for HMA from the date the Engineer receives the written request for a Gsb 49 retest. The Contractor may request aggregate specific gravity (Gsb) testing be 50 performed by the Contracting Agency twice per project. The Gsb blend of the combined 51



stockpiles will be used to calculate voids in mineral aggregate (VMA) of any HMA 1 produced after the new Gsb is determined. 2

3 5-04.3(9)A1 Test Section – When Required, When to Stop 4 The following new row is inserted after the second row in Table 9: 5 6

VMA Minimum PFi of 0.95 based on the criteria in Section 5-04.3(9)B42

None4

7 5-04.3(9)A2 Test Section – Evaluating the HMA Mixture in a Test Section 8 In Table 9a, the test property “Gradation, Asphalt Binder, and Va” is revised to read 9 “Gradation, Asphalt Binder, VMA, and Va“ 10 11 5-04.3(9)B3 Mixture Statistical Evaluation – Acceptance Testing 12 In Table 11, “Va” is revised to read “VMA and Va” 13 14 5-04.3(9)B5 Mixture Statistical Evaluation – Composite Pay Factors (CPF) 15 The following new row is inserted above the last row in Table 12: 16 17

Voids in Mineral Aggregate (VMA)

2

18 5-04.3(9)B7 Mixture Statistical Evaluation – Retests 19 The second to last sentence is revised to read: 20 21

The sample will be tested for a complete gradation analysis, asphalt binder content, 22 VMA and Va, and the results of the retest will be used for the acceptance of the HMA 23 mixture in place of the original mixture sublot sample test results. 24

25 5-04.3(10)C1 HMA Compaction Statistical Evaluation – Lots and Sublots 26 The bulleted item in the fourth paragraph is revised to read: 27 28

• For a compaction lot in progress with a compaction CPF less than 0.75 using an 29 LSL = 91.0, a new compaction lot will begin at the Contractor’s request after the 30 Engineer is satisfied that material conforming to the Specifications can be 31 produced. See also Section 5-04.3(11)F. 32

33 5-04.3(10)C2 HMA Compaction Statistical Evaluation – Acceptance Testing 34 In the table, “WSDOT FOP for AASHTO T 355” is revised to read “FOP for AASHTO T 355”. 35 36 5-04.3(10)C3 HMA Statistical Compaction – Price Adjustments 37 In the first paragraph, “WSDOT FOP for AASHTO T 355” is revised to read “FOP for 38 AASHTO T 355”. 39 40 The first sentence in the second paragraph is revised to read: 41 42

For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not 43 meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in 44 accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay 45 Factor (CPF). 46



1 The last two paragraphs are revised to read: 2 3

Determine the Compaction Price Adjustment (CPA) from the table below, selecting the 4 equation for CPA that corresponds to the value of CPF determined above. 5 6

Calculating HMA Compaction Price Adjustment (CPA)

Value of CPF Equation for Calculating CPA

When CPF > 1.00 CPA = [0.80 x (CPF – 1.00)] x Q x UP

When CPF = 1.00 CPA = $0 When CPF < 1.0 CPA = [0.40 x (CPF – 1.00)] x Q x

UP 7

Where 8 CPA = Compaction Price Adjustment for the compaction lot ($) 9 CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) 10 Q = Quantity in the compaction lot (tons) 11 UP = Unit price of the HMA in the compaction lot ($/ton) 12

13 5-04.3(13) Surface Smoothness 14 The second to last paragraph is revised to read: 15 16

When concrete pavement is to be placed on HMA, the surface tolerance of the HMA 17 shall be such that no surface elevation lies above the Plan grade minus the specified 18 Plan depth of concrete pavement. Prior to placing the concrete pavement, bring any 19 such irregularities to the required tolerance by grinding or other means allowed by the 20 Engineer. 21

22 5-04.5 Payment 23 The paragraph following the Bid item “Crack Sealing-LF”, per linear foot is revised to read: 24 25

The unit Contract price per linear foot for “Crack Sealing-LF” shall be full payment for all 26 costs incurred to perform the Work described in Section 5-04.3(4)A. 27

28 5-05.AP5 29 Section 5-05, Cement Concrete Pavement 30

August 6, 2018 31

5-05.1 Description 32 In the first paragraph, “portland cement concrete” is revised to read “cement concrete”. 33 34 5-05.2 Materials 35 In the first paragraph, the reference to “Portland Cement” is revised to read: 36 37

Cement 9-01 38 39 In the first paragraph, the section reference for Concrete Patching Material is revised to read 40 “9-20.1”. 41 42



5-05.3(1) Concrete Mix Design for Paving 1 The table title in item number 4 is revised to read Concrete Batch Weights. 2 3 In item 4a, “Portland Cement” is revised to read “Cement”. 4 5 5-05.3(4) Measuring and Batching Materials 6 Item number 2 is revised to read: 7 8

2. Batching Materials – On all projects requiring more than 2,500 cubic yards of 9 concrete for paving, the batching plant shall be equipped to proportion aggregates 10 and cement by weight by means of automatic and interlocked proportioning devices 11 of accepted type. 12

13 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 14 15 This section’s title is revised to read: 16 17

Acceptance of Portland Cement or Blended Hydraulic Cement Concrete Pavement 18 19 The first sentence is revised to read: 20 21

Acceptance of portland cement or blended hydraulic cement concrete pavement shall 22 be as provided under statistical or nonstatistical acceptance. 23

24 5-05.4 Measurement 25 The last paragraph is revised to read: 26 27

The calculation for cement concrete compliance adjustment is the volume of concrete 28 represented by the CPF and the Thickness deficiency adjustment. 29

30 5-05.5 Payment 31 The bid item “Portland Cement Concrete Compliance Adjustment”, by calculation, and the 32 paragraph following this bid item are revised to read: 33 34

“Cement Concrete Compliance Adjustment”, by calculation. 35 36 Payment for “Cement Concrete Compliance Adjustment” will be calculated by 37 multiplying the unit Contract price for the cement concrete pavement, times the volume 38 for adjustment, times the percent of adjustment determined from the calculated CPF 39 and the Deficiency Adjustment listed in Section 5-05.5(1)A. 40

41 6-01.AP6 42 Section 6-01, General Requirements for Structures 43

August 6, 2018 44

This section is supplemented with the following new subsections: 45 46

6-01.16 Repair of Defective Work 47 6-01.16(1) General 48 When using repair procedures that are described elsewhere in the Contract 49 Documents, the Working Drawing submittal requirements of this Section shall not 50 apply to those repairs unless noted otherwise. 51



1 Repair procedures for defective Work shall be submitted as Type 2 Working 2 Drawings. Type 2E Working Drawings shall be submitted when required by the 3 Engineer. As an alternative to submitting Type 2 or 2E Working Drawings, defective 4 Work within the limits of applicability of a pre-approved repair procedure may be 5 repaired using that procedure. Repairs using a pre-approved repair procedure shall 6 be submitted as a Type 1 Working Drawing. 7 8 Pre-approved repair procedures shall consist of the following: 9 10

• The procedures listed in Section 6-01.16(2) 11 12 • For precast concrete, repair procedures in the annual plant approval 13

process documents that have been approved for use by the Contracting 14 Agency. 15

16 All Working Drawings for repair procedures shall include: 17

18 • A description of the defective Work including location, extent and pictures 19 20 • Materials to be used in the repair. Repairs using manufactured products 21

shall include written manufacturer recommendations for intended uses of 22 the product, surface preparation, mixing, aggregate extension (if 23 applicable), ambient and surface temperature limits, placement methods, 24 finishing and curing. 25

26 • Construction procedures 27 28 • Plan details of the area to be repaired 29 30 • Calculations for Type 2E Working Drawings 31

32 Material manufacturer’s instructions and recommendations shall supersede any 33 conflicting requirements in pre-approved repair procedures. 34 35 The Engineer shall be notified prior to performing any repair procedure and shall be 36 given an opportunity to inspect the repair work being performed. 37 38 6-01.16(2) Pre-Approved Repair Procedures 39

6-01.16(2)A Concrete Spalls and Poor Consolidation (Rock Pockets, 40 Honeycombs, Voids, etc.) 41 This repair shall be limited to the following areas: 42 43

• Areas that are not on top Roadway surfaces (with or without an 44 overlay) including but not limited to concrete bridge decks, bridge 45 approach slabs or cement concrete pavement 46

47 • Areas that are not underwater 48 49 • Areas that are not on precast barrier, except for the bottom 4 inches 50

(but not to exceed 1 inch above blockouts) 51 52



• Areas that do not affect structural adequacy as determined by the 1 Engineer. 2

3 The repair procedure is as follows: 4 5

1. Remove all loose and unsound concrete. Impact breakers shall not 6 exceed 15 pounds in weight when removing concrete adjacent to 7 reinforcement or other embedments and shall not exceed 30 pounds 8 in weight otherwise. Operate impact breakers at angles less than 45 9 degrees as measured from the surface of the concrete to the tool and 10 moving away from the edge of the defective Work. Concrete shall be 11 completely removed from exposed surfaces of existing steel 12 reinforcing bars. If half or more of the circumference of any steel 13 reinforcing bar is exposed, if the reinforcing bar is loose or if the bond 14 to existing concrete is poor then concrete shall be removed at least ¾ 15 inch behind the reinforcing bar. Do not damage any existing 16 reinforcement. Stop work and allow the Engineer to inspect the repair 17 area after removing all loose and unsound concrete. Submit a 18 modified repair procedure when required by the Engineer. 19

20 2. Square the edges of the repair area by cutting an edge perpendicular 21

to the concrete surface around the repair area. The geometry of the 22 repair perimeter shall minimize the edge length and shall be 23 rectangular with perpendicular edges, avoiding reentrant corners. The 24 depth of the cut shall be a minimum of ¾ inch, but shall be reduced if 25 necessary to avoid damaging any reinforcement. For repairs on 26 vertical surfaces, the top edge shall slope up toward the front at a 1-27 vertical-to-3-horizontal slope. 28

29 3. Remove concrete within the repair area to a depth at least matching 30

the cut depth at the edges. Large variations in the depth of removal 31 within short distances shall be avoided. Roughen the concrete 32 surface. The concrete surface should be roughened to at least 33 Concrete Surface Profile (CSP) 5 in accordance with ICRI Guideline 34 No. 310.2R, unless a different CSP is recommended by the patching 35 material manufacturer. 36

37 4. Inspect the concrete repair surface for delaminations, debonding, 38

microcracking and voids using hammer tapping or a chain drag. 39 Remove any additional loose or unsound concrete in accordance with 40 steps 1 through 3. 41

42 5. Select a patching material in accordance with Section 9-20.2 that is 43

appropriate for the repair location and thickness. The concrete 44 patching material shall be pumpable or self-consolidating as required 45 for the type of placement that suits the repair. The patching material 46 shall have a minimum compressive strength at least equal to the 47 specified compressive strength of the concrete. 48

49 6. Prepare the concrete surface and reinforcing steel in accordance with 50

the patching material manufacturer’s recommendations. At a 51 minimum, clean the concrete surfaces (including perimeter edges) 52



and reinforcing steel using oil-free abrasive blasting or high-pressure 1 (minimum 5,000 psi) water blasting. All dirt, dust, loose particles, rust, 2 laitance, oil, film, microcracked/bruised concrete or foreign material of 3 any sort shall be removed. Damage to the epoxy coating on steel 4 reinforcing bars shall be repaired in accordance with Section 6-5 02.3(24)H. 6

7 7. Construct forms if necessary, such as for patching vertical or 8

overhead surfaces or where patching extends to the edge or corner 9 of a placement. 10

11 8. When recommended by the patching material manufacturer, saturate 12

the concrete in the repair area and remove any free water at the 13 concrete surface to obtain a saturated surface dry (SSD) substrate. 14 When recommended by the patching material manufacturer, apply a 15 primer, scrub coat or bonding agent to the existing surfaces. Epoxy 16 bonding agents, if used, shall be Type II or Type V in accordance with 17 Section 9-26.1. 18

19 9. Place and consolidate the patching material in accordance with the 20

manufacturer’s recommendations. Work the material firmly into all 21 surfaces of the repair area with sufficient pressure to achieve proper 22 bond to the concrete. 23

24 10. The patching material shall be textured, cured and finished in 25

accordance with the patching material manufacturer’s 26 recommendations and/or the requirements for the repaired 27 component. Protect the newly placed patch from vibration in 28 accordance with Section 6-02.3(6)D. 29

30 11. When the completed repair does not match the existing concrete 31

color and will be visible to the public, a sand and cement mixture that 32 is color matched to the existing concrete shall be rubbed, brushed, or 33 applied to the surface of the patching material and the concrete. 34

35 6-01.10 Utilities Supported by or Attached to Bridges 36 In the third paragraph, “Federal Standard 595” is revised to read “SAE AMS Standard 595”. 37 38 6-01.12 Final Cleanup 39 The second paragraph is deleted. 40 41 6-02.AP6 42 Section 6-02, Concrete Structures 43

August 6, 2018 44

6-02.1 Description 45 The first sentence is revised to read: 46 47

This Work consists of the construction of all Structures (and their parts) made of 48 portland cement or blended hydraulic cement concrete with or without reinforcement, 49 including bridge approach slabs. 50

51




Cement 9-01 5 Aggregates for Concrete 9-03.1 6

7 6-02.3(2) Proportioning Materials 8 The second paragraph is revised to read: 9 10

Unless otherwise specified, the Contractor shall use Type I or II portland cement or 11 blended hydraulic cement in all concrete as defined in Section 9-01.2(1). 12

13 6-02.3(2)A Contractor Mix Design 14 The last sentence of the last paragraph is revised to read: 15 16

For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of 17 7.5 percent for all concrete placed above the finished ground line unless noted 18 otherwise. 19

20 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 21 Item number 5 of the first paragraph is deleted. 22 23 Item number 6 of the first paragraph (after the preceding Amendment is applied) is 24 renumbered to 5. 25 26 6-02.3(2)B Commercial Concrete 27 The second paragraph is revised to read: 28 29

Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging 30 culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB 31 and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post 32 footings, sidewalks, concrete curbs, curbs and gutters, and gutters, the Contractor may 33 use commercial concrete. If commercial concrete is used for sidewalks, concrete curbs, 34 curbs and gutters, and gutters, it shall have a minimum cementitious material content of 35 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of 36 Section 6-02.3(5)C shall apply. 37

38 6-02.3(4) Ready-Mix Concrete 39 The first sentence of the first paragraph is revised to read: 40 41

All concrete, except lean concrete, shall be batched in a prequalified manual, semi-42 automatic, or automatic plant as described in Section 6-02.3(4)A. 43

44 6-02.3(4)D Temperature and Time For Placement 45 The following is inserted after the first sentence of the first paragraph: 46 47

The upper temperature limit for placement for Class 4000D concrete may be increased 48 to a maximum of 80°F if allowed by the Engineer. 49

50



6-02.3(5)C Conformance to Mix Design 1 Item number 1 of the second paragraph is revised to read: 2 3

1. Cement weight plus 5 percent or minus 1 percent of that specified in the 4 mix design. 5

6 6-02.3(6)A1 Hot Weather Protection 7 The first paragraph is revised to read: 8 9

The Contractor shall provide concrete within the specified temperature limits. Cooling of 10 the coarse aggregate piles by sprinkling with water is permitted provided the moisture 11 content is monitored, the mixing water is adjusted for the free water in the aggregate 12 and the coarse aggregate is removed from at least 1 foot above the bottom of the pile. 13 Sprinkling of fine aggregate piles with water is not allowed. Refrigerating mixing water or 14 replacing all or part of the mixing water with crushed ice is permitted, provided the ice is 15 completely melted by placing time. 16

17 The second sentence of the second paragraph is revised to read: 18 19

These surfaces include forms, reinforcing steel, steel beam flanges, and any others that 20 touch the concrete. 21

22 6-02.3(7) Vacant 23 This section, including title, is revised to read: 24 25

6-02.3(7) Tolerances 26 Unless noted otherwise, concrete construction tolerances shall be in accordance with 27 this section. Tolerances in this section do not apply to cement concrete pavement. 28 29 Horizontal deviation of roadway crown points, cross-slope break points, and curb, 30 barrier or railing edges from alignment or work line: ±1.0 inch 31 32 Deviation from plane: ±0.5 inch in 10 feet 33 34 Deviation from plane for roadway surfaces: ±0.25 inch in 10 feet 35 36 Deviation from plumb or specified batter: ±0.5 inch in 10 feet, but not to exceed a total 37 of ±1.5 inches 38 39 Vertical deviation from profile grade for roadway surfaces: ±1 inch 40 41 Vertical deviation of top surfaces (except roadway surfaces): ±0.75 inch 42 43 Thickness of bridge decks and other structural slabs not at grade: ±0.25 inch 44 45 Length, width and thickness of elements such as columns, beams, crossbeams, 46 diaphragms, corbels, piers, abutments and walls, including dimensions to construction 47 joints in initial placements: +0.5 inch, -0.25 inch 48 49 Length, width and thickness of spread footing foundations: +2 inches, -0.5 inch 50 51



Horizontal location of the as-placed edge of spread footing foundations: The greater of 1 ±2% of the horizontal dimension of the foundation perpendicular to the edge and ±0.5 2 inch. However, the tolerance shall not exceed ±2 inches. 3 4 Location of opening, insert or embedded item at concrete surface: ±0.5 inch 5 6 Cross-sectional dimensions of opening: ±0.5 inch 7 8 Bridge deck, bridge approach slab, and bridge traffic barrier expansion joint gaps with a 9 specified temperature range, measured at a stable temperature: ±0.25 inch 10 11 Horizontal deviation of centerline of bearing pad, oak block or other bearing assembly: 12 ±0.125 inch 13 14 Horizontal deviation of centerline of supported element from centerline of bearing pad, 15 oak block or other bearing assembly ±0.25 inch 16 17 Vertical deviation of top of bearing pad, oak block or other bearing assembly: ±0.125 18 inch 19

20 6-02.3(10)C Finishing Equipment 21 The first paragraph is revised to read: 22 23

The finishing machine shall be self-propelled and be capable of forward and reverse 24 movement under positive control. The finishing machine shall be equipped with augers 25 and a rotating cylindrical single or double drum screed. The finishing machine shall 26 have the necessary adjustments to produce the required cross section, line, and grade. 27 The finishing machine shall be capable of raising the screeds, augers, and any other 28 parts of the finishing mechanical operation to clear the screeded surface, and returning 29 to the specified grade under positive control. Unless otherwise allowed by the Engineer, 30 a finishing machine manufacturer technical representative shall be on site to assist the 31 first use of the machine on the Contract. 32

33 The first sentence of the second paragraph is revised to read: 34 35

For bridge deck widening of 20 feet or less, and for bridge approach slabs, or where 36 jobsite conditions do not allow the use of the conventional configuration finishing 37 machines, or modified conventional machines as described above; the Contractor may 38 submit a Type 2 Working Drawing proposing the use of a hand-operated motorized 39 power screed such as a “Texas” or “Bunyan” screed. 40

41 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement 42 This section, including title, is revised to read: 43 44

6-02.3(10)D4 Vacant 45 46 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 47 In the third subparagraph of the first paragraph, the last sentence is revised to read: 48 49

The Contractor shall texture the bridge deck surface to within 3-inches minimum and 50 24-inches maximum of the edge of concrete at expansion joints, within 1-foot minimum 51



and 2-feet maximum of the curb line, and within 3-inches minimum and 9-inches 1 maximum of the perimeter of bridge drain assemblies. 2

3 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 4 The second to last paragraph is revised to read: 5 6

The compression seal shall be a 2½ inch wide gland and shall conform to Section 9-7 04.1(4). 8

9 The last paragraph is deleted. 10 11 6-02.3(13)A Strip Seal Expansion Joint System 12 In item number 3 of the third paragraph, “Federal Standard 595” is revised to read “SAE 13 AMS Standard 595”. 14 15 6-02.3(13)B Compression Seal Expansion Joint System 16 The first paragraph is revised to read: 17 18

Compression seal glands shall conform to Section 9-04.1(4) and be sized as shown in 19 the Plans. 20

21 6-02.3(23) Opening to Traffic 22 This section is supplemented with the following new paragraph: 23 24

After curing bridge approach slabs in accordance with Section 6-02.3(11), the 25 bridge approach slabs may be opened to traffic when a minimum compressive strength 26 of 2,500 psi is achieved. 27

28 6-02.3(24)C Placing and Fastening 29 This section is revised to read: 30 31

The Contractor shall position reinforcing steel as the Plans require and shall ensure that 32 the steel is set within specified tolerances. Adjustments to reinforcing details outside of 33 specified tolerances to avoid interferences and for other purposes are acceptable when 34 approved by the Engineer. 35 36 When spacing between bars is 1 foot or more, they shall be tied at all intersections. 37 When spacing is less than 1 foot, every other intersection shall be tied. If the Plans 38 require bundled bars, they shall be tied together with wires at least every 6 feet. All 39 epoxy-coated bars in the top mat of the bridge deck shall be tied at all intersections, 40 however they may be tied at alternate intersections when spacing is less than 1 foot in 41 each direction and they are supported by continuous supports meeting all other 42 requirements of supports for epoxy-coated bars. Other epoxy-coated bars shall also be 43 tied at all intersections, but shall be tied at alternate intersections when spacing is less 44 than 1 foot in each direction. Wire used for tying epoxy-coated reinforcing steel shall be 45 plastic coated. Tack welding is not permitted on reinforcing steel. 46 47 Abrupt bends in the steel are permitted only when one steel member bends around 48 another. Vertical stirrups shall pass around main reinforcement or be firmly attached to 49 it. 50 51



For slip-formed concrete, the reinforcing steel bars shall be tied at all intersections and 1 cross braced to keep the cage from moving during concrete placement. Cross bracing 2 shall be with additional reinforcing steel. Cross bracing shall be placed both 3 longitudinally and transversely. 4 5 After reinforcing steel bars are placed in a traffic or pedestrian barrier and prior to slip-6 form concrete placement, the Contractor shall check clearances and reinforcing steel 7 bar placement. This check shall be accomplished by using a template or by operating 8 the slip-form machine over the entire length of the traffic or pedestrian barrier. All 9 clearance and reinforcing steel bar placement deficiencies shall be corrected by the 10 Contractor before slip-form concrete placement. 11

12 Precast concrete supports (or other accepted devices) shall be used to maintain the 13 concrete coverage required by the Plans. The precast concrete supports shall: 14

15 1. Have a bearing surface measuring not greater than 2 inches in either dimension, 16

and 17 18 2. Have a compressive strength equal to or greater than that of the concrete in which 19

they are embedded. 20 21

In slabs, each precast concrete support shall have either: (1) a grooved top that will hold 22 the reinforcing bar in place, or (2) an embedded wire that protrudes and is tied to the 23 reinforcing steel. If this wire is used around epoxy-coated bars, it shall be coated with 24 plastic. 25

26 Precast concrete supports may be accepted based on a Manufacturer’s Certificate of 27 Compliance. 28

29 In lieu of precast concrete supports, the Contractor may use metal or all-plastic supports 30 to hold uncoated bars. Any surface of a metal support that will not be covered by at 31 least ½ inch of concrete shall be one of the following: 32 33

1. Hot-dip galvanized after fabrication in keeping with AASHTO M232 Class D; 34 35 2. Coated with plastic firmly bonded to the metal. This plastic shall be at least 36

3⁄32 inch thick where it touches the form and shall not react chemically with the 37 concrete when tested in the State Materials Laboratory. The plastic shall not 38 shatter or crack at or above -5°F and shall not deform enough to expose the 39 metal at or below 200°F; or 40

41 3. Stainless steel that meet the requirements of ASTM A493, Type 302. Stainless 42

steel chair supports are not required to be galvanized or plastic coated. 43 44

In lieu of precast concrete supports, epoxy-coated reinforcing bars may be supported by 45 one of the following: 46 47

1. Metal supports coated entirely with a dielectric material such as epoxy or 48 plastic, 49

50 2. Other epoxy-coated reinforcing bars, or 51 52



3. All-plastic supports. 1 2

Damaged coatings on metal bar supports shall be repaired prior to placing concrete. 3 4 All-plastic supports shall be lightweight, non-porous, and chemically inert in concrete. 5 All-plastic supports shall have rounded seatings, shall not deform under load during 6 normal temperatures, and shall not shatter or crack under impact loading in cold 7 weather. All-plastic supports shall be placed at spacings greater than 1 foot along the 8 bar and shall have at least 25 percent of their gross place area perforated to 9 compensate for the difference in the coefficient of thermal expansion between plastic 10 and concrete. The shape and configuration of all-plastic supports shall permit complete 11 concrete consolidation in and around the support. 12 13 A “mat” is two adjacent and perpendicular layers of reinforcing steel. In bridge decks, 14 top and bottom mats shall be supported adequately enough to hold both in their proper 15 positions. If bar supports directly support, or are directly supported on No. 4 bars, they 16 shall be spaced at not more than 3-foot intervals (or not more than 4-foot intervals for 17 bars No. 5 and larger). Wire ties to girder stirrups shall not be considered as supports. 18 To provide a rigid mat, the Contractor shall add other supports and tie wires to the top 19 mat as needed. 20 21 Unless noted otherwise, the minimum concrete cover for main reinforcing bars shall be: 22 23

3 inches to a concrete surface deposited against earth without intervening forms. 24 25 2½ inches to the top surface of a concrete bridge deck or bridge approach slab. 26 27 2 inches to a concrete surface when not specified otherwise in this section or in the 28 Contract documents. 29 30 1½ inches to a concrete barrier or curb surface. 31

32 Except for top cover in bridge decks and bridge approach slabs, minimum concrete 33 cover to ties and stirrups may be reduced by ½ inch but shall not be less than 1 inch. 34 Minimum concrete cover shall also be provided to the outermost part of mechanical 35 splices and headed steel reinforcing bars. 36 37 Reinforcing steel bar location, concrete cover and clearance shall not vary more than 38 the following tolerances from what is specified in the Contract documents: 39 40

Reinforcing bar location for members 12 inches or less in thickness: ±0.25 inch 41 42 Reinforcing bar location for members greater than 12 inches in thickness: ±0.375 43 inch 44 45 Reinforcing bar location for bars placed at equal spacing within a plane: the greater 46 of either ±1 inch or ±1 bar diameter within the plane. The total number of bars shall 47 not be fewer than that specified. 48 49 The clearance between reinforcement shall not be less than the greater of the bar 50 diameter or 1 inch for unbundled bars. For bundled bars, the clearance between 51



bundles shall not be less than the greater of 1 inch or a bar diameter derived from 1 the equivalent total area of all bars in the bundle. 2 3 Longitudinal location of bends and ends of bars: ±1 inch 4 5 Embedded length of bars and length of bar lap splices: 6 7

No. 3 through No. 11: -1 inch 8 9 No. 14 through No. 18: -2 inches 10

11 Concrete cover measured perpendicular to concrete surface (except for the top 12 surface of bridge decks, bridge approach slabs and other roadway surfaces): ±0.25 13 inch 14 15 Concrete cover measured perpendicular to concrete surface for the top surface of 16 bridge decks, bridge approach slabs and other roadway surfaces: +0.25 inch, -0 17 inch 18

19 Before placing any concrete, the Contractor shall: 20 21

1. Clean all mortar from reinforcement, and 22 23 2. Obtain the Engineer’s permission to place concrete after the Engineer has 24

inspected the placement of the reinforcing steel. (Any concrete placed without 25 the Engineer’s permission shall be rejected and removed.) 26

27 6-02.3(25)H Finishing 28 The last paragraph is revised to read: 29 30

The Contractor may repair defects in prestressed concrete girders in accordance with 31 Section 6-01.16. 32

33 6-02.3(27) Concrete for Precast Units 34 The last sentence of the first paragraph is revised to read: 35 36

Type III portland cement or blended hydraulic cement is permitted to be used in precast 37 concrete units. 38

39 6-02.3(28)B Casting 40 In the second paragraph, the reference to Section 6-02.3(25)B is revised to read Section 6-41 02.3(25)C. 42 43 6-02.3(28)D Contractors Control Strength 44 In the first paragraph, “WSDOT FOP for AASHTO T 23” is revised to read “FOP for AASHTO 45 T 23”. 46 47 6-02.3(28)E Finishing 48 This section is supplemented with the following: 49 50

The Contractor may repair defects in precast panels in accordance with Section 6-51 01.16. 52



1 6-05.AP6 2 Section 6-05, Piling 3

January 2, 2018 4

6-05.3(9)A Pile Driving Equipment Approval 5 The fourth sentence of the second paragraph is revised to read: 6 7

For prestressed concrete piles, the allowable driving stress in kips per square inch shall 8

be 0.095 ∙ ��′ plus prestress in tension, and 0.85f’c minus prestress in compression, 9 where f’c is the concrete compressive strength in kips per square inch. 10

11 6-07.AP6 12 Section 6-07, Painting 13

January 2, 2018 14

6-07.3(6)A Paint Containers 15 In item number 2 of the first paragraph, “Federal Standard 595” is revised to read “SAE AMS 16 Standard 595”. 17 18 6-08.AP6 19 Section 6-08, Bituminous Surfacing on Structure Decks 20

January 2, 2018 21

6-08.3(7)A Concrete Deck Preparation 22 The first sentence of the first paragraph is revised to read: 23 24

The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish 25 the extent of bridge deck repair in accordance with Section 6-09.3(6). 26

27 6-09.AP6 28 Section 6-09, Modified Concrete Overlays 29

August 6, 2018 30

6-09.3 Construction Requirements 31 This section is supplemented with the following new subsection: 32 33

6-09.3(15) Sealing and Texturing Concrete Overlay 34 After the requirements for checking for bond have been met, all joints and visible cracks 35 shall be filled and sealed with a high molecular weight methacrylate resin (HMWM). The 36 Contractor may use compressed air to accelerate drying of the deck surface for crack 37 identification and sealing. Cracks 1⁄16 inch and greater in width shall receive two 38 applications of HMWM. Immediately following the application of HMWM, the wetted 39 surface shall be coated with sand for abrasive finish. 40 41 After all cracks have been filled and sealed and the HMWM resin has cured, the 42 concrete overlay surface shall receive a longitudinally sawn texture in accordance with 43 Section 6-02.3(10)D5. 44 45



Traffic shall not be permitted on the finished concrete until it has reached a minimum 1 compressive strength of 3,000 psi as verified by rebound number determined in 2 accordance with ASTM C805 and the longitudinally sawn texture is completed. 3

4 6-09.3(1)B Rotary Milling Machines 5 This section is revised to read: 6 7

Rotary milling machines used to remove an upper layer of existing concrete overlay, 8 when present, shall have a maximum operating weight of 50,000 pounds and conform 9 to Section 6-08.3(5)B. 10

11 6-09.3(1)C Hydro-Demolition Machines 12 The first sentence of this section is revised to read: 13 14

Hydro-demolition machines shall consist of filtering and pumping units operating in 15 conjunction with a remote-controlled robotic device, using high-velocity water jets to 16 remove sound concrete to the nominal scarification depth shown in the Plans with a 17 single pass of the machine, and with the simultaneous removal of deteriorated concrete. 18

19 6-09.3(1)D Shot Blasting Machines 20 This section, including title, is revised to read: 21 22

6-09.3(1)D Vacant 23 24 6-09.3(1)J Finishing Machine 25 This section is revised to read: 26 27

The finishing machine shall meet the requirements of Section 6-02.3(10) and the 28 following requirements: 29

30 The finishing machine shall be equipped with augers, followed by an oscillating, 31 vibrating screed, vibrating roller tamper, or a vibrating pan, followed by a rotating 32 cylindrical double drum screed. The vibrating screed, roller tamper or pan shall be 33 of sufficient length and width to properly consolidate the mixture. The vibrating 34 frequency of the vibrating screed, roller tamper or pan shall be variable with 35 positive control. 36

37 6-09.3(2) Submittals 38 Item number 1 and 2 are revised to read: 39 40

1. A Type 1 Working Drawing consisting of catalog cuts and operating parameters of 41 the hydro-demolition machine selected by the Contractor for use in this project to 42 scarify concrete surfaces. 43

44 2. A Type 1 Working Drawing consisting of catalog cuts, operating parameters, axle 45

loads, and axle spacing of the rotary milling machine (if used to remove an upper 46 layer of existing concrete overlay when present). 47

48 The first sentence of item number 3 is revised to read: 49 50

A Type 2 Working Drawing of the Runoff Water Disposal Plan. 51 52



6-09.3(5)A General 1 The first sentence of the fourth paragraph is revised to read: 2 3

All areas of the deck that are inaccessible to the selected scarifying machine shall be 4 scarified to remove the concrete surface matrix to a maximum nominal scarification 5 depth shown in the Plans by a method acceptable to the Engineer. 6

7 This section is supplemented with the following: 8 9

Concrete process water generated by scarifying concrete surface and removing existing 10 concrete overlay operations shall be contained, collected, and disposed of in 11 accordance with Section 5-01.3(11) and Section 6-09.3(5)C, and the Section 6-09.3(2) 12 Runoff Water Disposal Plan. 13

14 6-09.3(5)B Testing of Hydro-Demolition and Shot Blasting Machines 15 This section’s title is revised to read: 16 17

Testing of Hydro-Demolition Machines 18 19 The second paragraph is revised to read: 20 21

In the “sound” area of concrete, the equipment shall be programmed to remove 22 concrete to the nominal scarification depth shown in the Plans with a single pass of the 23 machine. 24

25 6-09.3(5)D Shot Blasting 26 This section, including title, is revised to read: 27 28

6-09.3(5)D Vacant 29 30 6-09.3(5)E Rotomilling 31 This section, including title, is revised to read: 32 33

6-09.3(5)E Removing Existing Concrete Overlay Layer by Rotomilling 34 When the Contractor elects to remove the upper layer of existing concrete overlay, 35 when present, by rotomilling prior to final scarifying, the entire concrete surface of the 36 bridge deck shall be milled to remove the surface matrix to the depth specified in the 37 Plans with a tolerance as specified in Section 6-08.3(5)B. The operating parameters of 38 the rotary milling machine shall be monitored in order to prevent the unnecessary 39 removal of concrete below the specified removal depth. 40

41 6-09.3(6) Further Deck Preparation 42 The first paragraph is revised to read:: 43 44

Once the lane or strip being overlaid has been cleaned of debris from scarifying, the 45 Contractor, with the Engineer, shall perform a visual inspection of the scarified surface. 46 The Contractor shall mark those areas of the existing bridge deck that are authorized by 47 the Engineer for further deck preparation by the Contractor. 48

49 Item number 4 of the second paragraph is deleted. 50 51 The first sentence of the third paragraph is deleted. 52



1 6-09.3(6)A Equipment for Further Deck Preparation 2 This section is revised to read: 3 4

Further deck preparation shall be performed using either power driven hand tools 5 conforming to Section 6-09.3(1)A, or hydro-demolition machines conforming to Section 6 6-09.3(1)C. 7

8 6-09.3(6)B Deck Repair Preparation 9 The second paragraph is deleted. 10 11 The last sentence of the second paragraph (after the preceding Amendment is applied) is 12 revised to read: 13 14

In no case shall the depth of a sawn vertical cut exceed ¾ inch or to the top of the top 15 steel reinforcing bars, whichever is less. 16

17 The first sentence of the third to last paragraph is revised to read: 18 19

Where existing steel reinforcing bars inside deck repair areas show deterioration greater 20 than 20-percent section loss, the Contractor shall furnish and place steel reinforcing 21 bars alongside the deteriorated bars in accordance with the details shown in the 22 Standard Plans. 23

24 The last paragraph is deleted. 25 26 6-09.3(7) Surface Preparation for Concrete Overlay 27 The first seven paragraphs are deleted and replaced with the following: 28 29

Following the completion of any required further deck preparation the entire lane or strip 30 being overlaid shall be cleaned to be free from oil and grease, rust and other foreign 31 material that may still be present. These materials shall be removed by detergent-32 cleaning or other method accepted by the Engineer followed by sandblasting. 33 34 After detergent cleaning and sandblasting is completed, the entire lane or strip being 35 overlaid shall be swept clean in final preparation for placing concrete using either 36 compressed air or vacuum machines. 37 38 Hand tool chipping, sandblasting and cleaning in areas adjacent to a lane or strip being 39 cleaned in final preparation for placing concrete shall be discontinued when final 40 preparation is begun. Scarifying and hand tool chipping shall remain suspended until 41 the concrete has been placed and the requirement for curing time has been satisfied. 42 Sandblasting and cleaning shall remain suspended for the first 24 hours of curing time 43 after the completion of concrete placing. 44 45 Scarification, and removal of the upper layer of concrete overlay when present, may 46 proceed during the final cleaning and overlay placement phases of the Work on 47 adjacent portions of the Structure so long as the scarification and concrete overlay 48 removal operations are confined to areas which are a minimum of 100 feet away from 49 the defined limits of the final cleaning or overlay placement in progress. If the 50 scarification and concrete overlay removal impedes or interferes in any way with the 51 final cleaning or overlay placement as determined by the Engineer, the scarification and 52



concrete overlay removal Work shall be terminated immediately and the scarification 1 and concrete overlay removal equipment removed sufficiently away from the area being 2 prepared or overlaid to eliminate the conflict. If the grade is such that water and 3 contaminants from the scarification and concrete overlay removal operation will flow into 4 the area being prepared or overlaid, the scarification and concrete overlay removal 5 operation shall be terminated and shall remain suspended for the first 24 hours of curing 6 time after the completion of concrete placement. 7

8 6-09.3(12) Finishing Concrete Overlay 9 The third paragraph is deleted. 10 11 The last paragraph is deleted. 12 13 6-09.3(13) Curing Concrete Overlay 14 The first sentence of the first paragraph is revised to read: 15 16

As the finishing operation progresses, the concrete shall be immediately covered with a 17 single layer of clean, new or used, wet burlap. 18

19 The last sentence of the second paragraph is deleted. 20 21 The following two new paragraphs are inserted after the second paragraph: 22 23

As an alternative to the application of burlap and fog spraying described above, the 24 Contractor may propose a curing system using proprietary curing blankets specifically 25 manufactured for bridge deck curing. The Contractor shall submit a Type 2 Working 26 Drawing consisting of details of the proprietary curing blanket system, including product 27 literature and details of how the system is to be installed and maintained. 28 29 The wet curing regimen as described shall remain in place for a minimum of 42-hours. 30

31 The last paragraph is deleted. 32 33 6-09.3(14) Checking for Bond 34 The first sentence of the first paragraph is revised to read: 35 36

After the requirements for curing have been met, the entire overlaid surface shall be 37 sounded by the Contractor, in a manner accepted by and in the presence of the 38 Engineer, to ensure total bond of the concrete to the bridge deck. 39

40 The last sentence of the first paragraph is deleted. 41 42 The second paragraph is deleted. 43 44 6-10.AP6 45 Section 6-10, Concrete Barrier 46

August 6, 2018 47

6-10.2 Materials 48 In the first paragraph, the reference to “Portland Cement” is revised to read: 49 50

Cement 9-01 51



1 6-10.3(6) Placing Concrete Barrier 2 The first two sentences of the first paragraph are revised to read: 3 4

Precast concrete barriers Type 2, Type 4, Type F, precast single slope barrier, and 5 transitions shall rest on a paved foundation shaped to a uniform grade and section. The 6 foundation surface for precast concrete barriers Type 2, Type 4, Type F, precast single 7 slope barrier, and transitions shall meet this test for uniformity: When a 10-foot 8 straightedge is placed on the surface parallel to the centerline for the barrier, the 9 surface shall not vary more than ¼ inch from the lower edge of the straightedge. 10

11 6-11.AP6 12 Section 6-11, Reinforced Concrete Walls 13

April 2, 2018 14

6-11.2 Materials 15 In the first paragraph, the reference to “Aggregates for Portland Cement Concrete” is revised 16 to read: 17 18

Aggregates for Concrete 9-03.1 19 20 6-12.AP6 21 Section 6-12, Noise Barrier Walls 22

August 6, 2018 23


Aggregates for Concrete 9-03.1 28 29 The first paragraph is supplemented with the following new material reference: 30 31

Noise Barrier Wall Access Door 9-06.17 32 33 6-12.3(9) Access Doors and Concrete Landing Pads 34 The second paragraph is deleted and replaced with the following: 35 36

All frame and door surfaces, except stainless steel surfaces, shall be painted in 37 accordance with Section 6-07.3(9). Primer shall be applied to all non-stainless steel 38 surfaces. All primer coated exposed metal surfaces shall be field painted with the 39 remaining Section 6-07.3(9)A paint system coats. The top coat, when dry, shall match 40 the color specified in the Plans or Special Provisions. 41


Access door deadbolt locks shall be capable of accepting a Best CX series core. The 45 Contractor shall furnish and install a spring-loaded construction core lock with each 46 lock. The Engineer will furnish the permanent Best CX series core for the Contractor to 47 install at the conclusion of the project. 48

49



6-13.AP6 1 Section 6-13, Structural Earth Walls 2

August 6, 2018 3


Aggregates for Concrete 9-03.1 8 9 6-13.3(4) Precast Concrete Facing Panel and Concrete Block Fabrication 10 Item number 1 of the sixth paragraph is revised to read: 11 12

1. Vertical dimensions shall be ± 1⁄16 inch of the Plan dimension, and the rear height 13 shall not exceed the front height. 14

15 Item number 3 of the sixth paragraph is revised to read: 16 17

3. All other dimensions shall be ± ¼ inch of the Plan dimension. 18 19 6-14.AP6 20 Section 6-14, Geosynthetic Retaining Walls 21

April 2, 2018 22



29 6-16.AP6 30 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls 31

April 2, 2018 32


Aggregates for Concrete 9-03.1 37 38 6-18.AP6 39 Section 6-18, Shotcrete Facing 40

January 2, 2018 41

6-18.3(3) Testing 42 In the last sentence of the first paragraph, “AASHTO T 24” is revised to read “ASTM C1604”. 43 44 6-18.3(3)B Production Testing 45 In the last sentence, “AASHTO T 24” is revised to read “ASTM C1604”. 46 47



6-18.3(4) Qualifications of Contractor’s Personnel 1 In the last sentence of the second paragraph, “AASHTO T 24” is revised to read “ASTM 2 C1604”. 3 4 6-19.AP6 5 Section 6-19, Shafts 6

August 6, 2018 7



14 6-19.3(1)A Shaft Construction Tolerances 15 The last paragraph is supplemented with the following: 16 17

The elevation of the top of the reinforcing cage for drilled shafts shall be within +6 18 inches and -3 inches from the elevation shown in the Plans. 19

20 6-19.3(3)C Conduct of Shaft Casing Installation and Removal and Shaft 21

Excavation Operations 22 The first paragraph is supplemented with the following: 23 24

In no case shall shaft excavation and casing placement extend below the bottom of 25 shaft excavation as shown in the Plans. 26

27 6-19.3(6)E Thermal Wire and Thermal Access Point (TAPS) 28 The third sentence of the third paragraph is revised to read: 29 30

The thermal wire shall extend from the bottom of the reinforcement cage to the top of 31 the shaft, with a minimum of 5-feet of slack wire provided above the top of shaft. 32

33 The following new sentence is inserted after the third sentence of the third paragraph: 34 35

All thermal wires in a shaft shall be equal lengths. 36 37 7-02.AP7 38 Section 7-02, Culverts 39

April 2, 2018 40



47 7-02.3(6)A4 Excavation and Bedding Preparation 48 The first sentence of the third paragraph is revised to read: 49



1 The bedding course shall be a 6-inch minimum thickness layer of culvert bedding 2 material, defined as granular material either conforming to Section 9-03.12(3) or to 3 AASHTO Grading No. 57 as specified in Section 9-03.1(4)C. 4

5 7-05.AP7 6 Section 7-05, Manholes, Inlets, Catch Basins, and Drywells 7

August 6, 2018 8

7-05.3 Construction Requirements 9 The fourth sentence of the third paragraph is deleted. 10 11 7-08.AP7 12 Section 7-08, General Pipe Installation Requirements 13

April 2, 2018 14

7-08.3(3) Backfilling 15 The fifth sentence of the fourth paragraph is revised to read: 16 17

All compaction shall be in accordance with the Compaction Control Test of Section 2-18 03.3(14)D except in the case that 100% Recycled Concrete Aggregate is used. 19 20

The following new sentences are inserted after the fifth sentence of the fourth paragraph: 21 22

When 100% Recycled Concrete Aggregate is used, the Contractor may submit a written 23 request to use a test point evaluation for compaction acceptance. Test Point evaluation 24 shall be performed in accordance with SOP 738. 25

26 8-01.AP8 27 Section 8-01, Erosion Control and Water Pollution Control 28

April 2, 2018 29

8-01.1 Description 30 This section is revised to read: 31 32

This Work consists of furnishing, installing, maintaining, removing and disposing of best 33 management practices (BMPs), as defined in the Washington Administrative Code 34 (WAC) 173-201A, to manage erosion and water quality in accordance with these 35 Specifications and as shown in the Plans or as designated by the Engineer. 36 37 The Contracting Agency may have a National Pollution Discharge Elimination System 38 Construction Stormwater General Permit (CSWGP) as identified in the Contract Special 39 Provisions. The Contracting Agency may or may not transfer coverage of the CSWGP 40 to the Contractor when a CSWGP has been obtained. The Contracting Agency may not 41 have a CSWGP for the project but may have another water quality related permit as 42 identified in the Contract Special Provisions or the Contracting Agency may not have 43 water quality related permits but the project is subject to applicable laws for the Work. 44 Section 8-01 covers all of these conditions. 45

46 8-01.2 Materials 47 The first paragraph is revised to read: 48



1 Materials shall meet the requirements of the following sections: 2 3

Corrugated Polyethylene Drain Pipe 9-05.1(6) 4 Quarry Spalls 9-13 5 Erosion Control and Roadside Planting 9-14 6 Construction Geotextile 9-33 7

8 8-01.3(1) General 9 This section is revised to read: 10 11

Adaptive management shall be employed throughout the duration of the project for the 12 implementation of erosion and water pollution control permit requirements for the 13 current condition of the project site. The adaptive management includes the selection 14 and utilization of BMPs, scheduling of activities, prohibiting unacceptable practices, 15 implementing maintenance procedures, and other managerial practices that when used 16 singularly or in combination, prevent or reduce the release of pollutants to waters of the 17 State. The adaptive management shall use the means and methods identified in this 18 section and means and methods identified in the Washington State Department of 19 Transportation’s Temporary Erosion and Sediment Control Manual or the Washington 20 State Department of Ecology’s Stormwater Management Manuals for construction 21 stormwater. 22 23 The Contractor shall install a high visibility fence along the site preservation lines shown 24 in the Plans or as instructed by the Engineer. 25 26 Throughout the life of the project, the Contractor shall preserve and protect the 27 delineated preservation area, acting immediately to repair or restore any fencing 28 damaged or removed. 29 30 All discharges to surface waters shall comply with surface water quality standards as 31 defined in Washington Administrative Code (WAC) Chapter 173-201A. All discharges to 32 the ground shall comply with groundwater quality standards WAC Chapter 173-200. 33 34 The Contractor shall comply with the CSWGP when the project is covered by the 35 CSWGP. Temporary Work, at a minimum, shall include the implementation of: 36 37

1. Sediment control measures prior to ground disturbing activities to ensure all 38 discharges from construction areas receive treatment prior to discharging from 39 the site. 40

41 2. Flow control measures to prevent erosive flows from developing. 42 43 3. Water management strategies and pollution prevention measures to prevent 44

contamination of waters that will be discharged to surface waters or the 45 ground. 46

47 4. Erosion control measures to stabilize erodible earth not being worked. 48 49 5. Maintenance of BMPs to ensure continued compliant performance. 50 51



6. Immediate corrective action if evidence suggests construction activity is not in 1 compliance. Evidence includes sampling data, olfactory or visual evidence 2 such as the presence of suspended sediment, turbidity, discoloration, or oil 3 sheen in discharges. 4

5 To the degree possible, the Contractor shall coordinate this temporary Work with 6 permanent drainage and erosion control Work the Contract requires. 7 8 Clearing, grubbing, excavation, borrow, or fill within the Right of Way shall never expose 9 more erodible earth than as listed below: 10 11

Western Washington (West of the Cascade

Mountain Crest)

Eastern Washington (East of the Cascade

Mountain Crest)

May 1 through September 30

17 Acres April 1 through

October 31 17 Acres

October 1 through April

30 5 Acres

November 1 through March

31 5 Acres

12 The Engineer may increase or decrease the limits based on project conditions. 13 14 Erodible earth is defined as any surface where soils, grindings, or other materials may 15 be capable of being displaced and transported by rain, wind, or surface water runoff. 16 17 Erodible earth not being worked, whether at final grade or not, shall be covered within 18 the specified time period (see the table below), using BMPs for erosion control. 19 20

Western Washington (West of the Cascade

Mountain Crest)

Eastern Washington (East of the Cascade

Mountain Crest)

October 1 through April

30

2 days maximum

October 1 through June

30

5 days maximum

May 1 to September 30

7 days maximum

November 1 through March

31

10 days maximum

21 When applicable, the Contractor shall be responsible for all Work required for 22 compliance with the CSWGP including annual permit fees. 23 24 If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall 25 continue to comply with this division during the suspension. 26 27 Nothing in this Section shall relieve the Contractor from complying with other Contract 28 requirements. 29

30 8-01.3(1)A Submittals 31 This section’s content is deleted. 32 33 This section is supplemented with the following new subsection: 34 35



8-01.3(1)A1 Temporary Erosion and Sediment Control 1 A Temporary Erosion and Sediment Control (TESC) plan consists of a narrative section 2 and plan sheets that meets the Washington State Department of Ecology’s Stormwater 3 Pollution Prevention Plan (SWPPP) requirement in the CSWGP. Abbreviated TESC 4 plans are not required to include plan sheets and are used on small projects that disturb 5 soil and have the potential to discharge but are not covered by the CSWGP. The 6 contract uses the term “TESC plan” to describe both TESC plans and abbreviated 7 TESC plans. When the Contracting Agency has developed a TESC plan for a Contract, 8 the narrative is included in the appendix to the Special Provisions and the TESC plan 9 sheets, when required, are included in the Contract Plans. The Contracting Agency 10 TESC plan will not include off-site areas used to directly support construction activity. 11 12 The Contractor shall either adopt the TESC Plan in the Contract or develop a new 13 TESC Plan. If the Contractor adopts the Contracting Agency TESC Plan, the Contractor 14 shall modify the TESC Plan to meet the Contractor’s schedule, method of construction, 15 and to include off-site areas that will be used to directly support construction activity 16 such as equipment staging yards, material storage areas, or borrow areas. Contractor 17 TESC Plans shall include all high visibility fence delineation shown on the Contracting 18 Agency Contract Plans. All TESC Plans shall meet the requirements of the current 19 edition of the WSDOT Temporary Erosion and Sediment Control Manual M 3109 and be 20 adaptively managed as needed throughout construction based on site inspections and 21 discharge samples to maintain compliance with the CSWGP. The Contractor shall 22 develop a schedule for implementation of the TESC work and incorporate it into the 23 Contractor’s progress schedule. 24 25 The Contractor shall submit their TESC Plan (either the adopted plan or new plan) and 26 implementation schedule as Type 2 Working Drawings. At the request of the Engineer, 27 updated TESC Plans shall be submitted as Type 1 Working Drawings. 28

29 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 30 This section is revised to read: 31 32

The Contractor shall identify the ESC Lead at the preconstruction discussions and in the 33 TESC Plan. The ESC Lead shall have, for the life of the Contract, a current Certificate 34 of Training in Construction Site Erosion and Sediment Control from a course approved 35 by the Washington State Department of Ecology. The ESC Lead must be onsite or on 36 call at all times throughout construction. The ESC Lead shall be listed on the 37 Emergency Contact List required under Section 1-05.13(1). 38 39 The ESC Lead shall implement the TESC Plan. Implementation shall include, but is not 40 limited to: 41 42

1. Installing, adaptively managing, and maintaining temporary erosion and 43 sediment control BMPs to assure continued performance of their intended 44 function. Damaged or inadequate BMPs shall be corrected immediately. 45

46 2. Updating the TESC Plan to reflect current field conditions. 47 48 3. Discharge sampling and submitting Discharge Monitoring Reports (DMRs) to 49

the Washington State Department of Ecology in accordance with the CSWGP. 50 51



4. Develop and maintain the Site Log Book as defined in the CSWGP. When the 1 Site Log Book or portion thereof is electronically developed, the electronic 2 documentation must be accessible onsite. As a part of the Site Log Book, the 3 Contractor shall develop and maintain a tracking table to show that identified 4 TESC compliance issues are fully resolved within 10 calendar days. The table 5 shall include the date an issue was identified, a description of how it was 6 resolved, and the date the issue was fully resolved. 7

8 The ESC Lead shall also inspect all areas disturbed by construction activities, all on-site 9 erosion and sediment control BMPs, and all stormwater discharge points at least once 10 every calendar week and within 24-hours of runoff events in which stormwater 11 discharges from the site. Inspections of temporarily stabilized, inactive sites may be 12 reduced to once every calendar month. The Washington State Department of Ecology’s 13 Erosion and Sediment Control Site Inspection Form, located at 14 https://ecology.wa.gov/Regulations-Permits/Permits-certifications/Stormwater-general-15 permits/Construction-stormwater-permit, shall be completed for each inspection and a 16 copy shall be submitted to the Engineer no later than the end of the next working day 17 following the inspection. 18

19 8-01.3(1)C Water Management 20 This section is supplemented with the following new subsections: 21 22

8-01.3(1)C5 Water Management for In-Water Work Below Ordinary High Water 23 Mark (OHWM) 24 Work over surface waters of the state (defined in WAC 173-201A-010) or below the 25 OHWM (defined in RCW 90.58.030) must comply with water quality standards for 26 surface waters of the state of Washington. 27 28 8-01.3(1)C6 Environmentally Acceptable Hydraulic Fluid 29 All equipment containing hydraulic fluid that extends from a bridge deck over surface 30 waters of the state or below the OHWM, shall be equipped with an environmentally 31 acceptable hydraulic fluid. The fluid shall meet specific requirements for 32 biodegradability, aquatic toxicity, and bioaccumulation in accordance with the United 33 States Environmental Protection Agency (EPA) publication EPA800-R-11-002. 34 Acceptance shall be in accordance with Section 1-06.3, Manufacturer’s Certification of 35 Compliance. 36 37 The designation of environmentally acceptable hydraulic fluid does not mean fluid spills 38 are acceptable. The Contractor shall respond to spills to land or water in accordance 39 with the Contract. 40 41 8-01.3(1)C7 Turbidity Curtain 42 All Work for the turbidity curtain shall be in accordance with the manufacturer’s 43 recommendations for the site conditions. Removal procedures shall be developed and 44 used to minimize silt release and disturbance of silt. The Contractor shall submit a Type 45 2 Working Drawing, detailing product information, installation and removal procedures, 46 equipment and workforce needs, maintenance plans, and emergency 47 repair/replacement plans. 48 49 Turbidity curtain materials, installation, and maintenance shall be sufficient to comply 50 with water quality standards. 51 52



The Contractor shall notify the Engineer 10 days in advance of removing the turbidity 1 curtain. All components of the turbidity curtain shall be removed from the project. 2

3 8-01.3(1)C1 Disposal of Dewatering Water 4 This section is revised to read: 5 6

When uncontaminated groundwater is encountered in an excavation on a project it may 7 be infiltrated within vegetated areas of the right of way not designated as Sensitive 8 Areas or incorporated into an existing stormwater conveyance system at a rate that will 9 not cause erosion or flooding in any receiving surface water. 10 11 Alternatively, the Contractor may pursue independent disposal and treatment 12 alternatives that do not use the stormwater conveyance system provided it is in 13 compliance with the applicable WACs and permits. 14

15 8-01.3(1)C2 Process Wastewater 16 This section is revised to read: 17 18

Wastewater generated on-site as a byproduct of a construction process shall not be 19 discharged to surface waters of the State. Some sources of process wastewater may be 20 infiltrated in accordance with the CSWGP with concurrence from the Engineer. Some 21 sources of process wastewater may be disposed via independent disposal and 22 treatment alternatives in compliance with the applicable WACs and permits. 23

24 8-01.3(1)C3 Shaft Drilling Slurry Wastewater 25 This section is revised to read: 26 27

Wastewater generated on-site during shaft drilling activity shall be managed and 28 disposed of in accordance with the requirements below. No shaft drilling slurry 29 wastewater shall be discharged to surface waters of the State. Neither the sediment nor 30 liquid portions of the shaft drilling slurry wastewater shall be contaminated, as 31 detectable by visible or olfactory indication (e.g., chemical sheen or smell). 32 33

1. Water-only shaft drilling slurry or water slurry with accepted flocculants may be 34 infiltrated on-site. Flocculants used shall meet the requirements of Section 9-35 14.5(1) or shall be chitosan products listed as General Use Level Designation 36 (GULD) on the Washington State Department of Ecology’s stormwater 37 treatment technologies webpage for construction treatment. Infiltration is 38 permitted if the following requirements are met: 39

40 a. Wastewater shall have a pH of 6.5 – 8.5 prior to discharge. 41 42 b. The amount of flocculant added to the slurry shall be kept to the minimum 43

needed to adequately settle out solids. The flocculant shall be thoroughly 44 mixed into the slurry. 45

46 c. The slurry removed from the shaft shall be contained in a leak proof cell or 47

tank for a minimum of 3 hours. 48 49 d. The infiltration rate shall be reduced if needed to prevent wastewater from 50

leaving the infiltration location. The infiltration site shall be monitored 51 regularly during infiltration activity. All wastewater discharged to the 52



ground shall fully infiltrate and discharges shall stop before the end of 1 each work day. 2

3 e. Drilling spoils and settled sediments remaining in the containment cell or 4

tank shall be disposed of in accordance with Section 6-19.3(4)F. 5 6 f. Infiltration locations shall be in upland areas at least 150 feet away from 7

surface waters, wells, on-site sewage systems, aquifer sensitive recharge 8 areas, sole source aquifers, well head protection areas, and shall be 9 marked on the plan sheets before the infiltration activity begins. 10

11 g. Prior to infiltration, the Contractor shall submit a Shaft Drilling Slurry 12

Wastewater Management and Infiltration Plan as a Type 2 Working 13 Drawing. This Plan shall be kept on-site, adapted if needed to meet the 14 construction requirements, and updated to reflect what is being done in 15 the field. The Working Drawing shall include, at a minimum, the following 16 information: 17

18 i. Plan sheet showing the proposed infiltration location and all surface 19

waters, wells, on-site sewage systems, aquifer-sensitive recharge 20 areas, sole source aquifers, and well-head protection areas within 21 150 feet. 22

23 ii. The proposed elevation of soil surface receiving the wastewater for 24

infiltration and the anticipated phreatic surface (i.e., saturated soil). 25 26 iii. The source of the water used to produce the slurry. 27 28 iv. The estimated total volume of wastewater to be infiltrated. 29 30 v. The accepted flocculant to be used (if any). 31 32 vi. The controls or methods used to prevent surface wastewater runoff 33

from leaving the infiltration location. 34 35 vii. The strategy for removing slurry wastewater from the shaft and 36

containing the slurry wastewater once it has been removed from the 37 shaft. 38

39 viii. The strategy for monitoring infiltration activity and adapting methods 40

to ensure compliance. 41 42 ix. A contingency plan that can be implemented immediately if it 43

becomes evident that the controls in place or methods being used are 44 not adequate. 45

46 x. The strategy for cleaning up the infiltration location after the infiltration 47

activity is done. Cleanup shall include stabilizing any loose sediment 48 on the surface within the infiltration area generated as a byproduct of 49 suspended solids in the infiltrated wastewater or soil disturbance 50 associated with BMP placement and removal. 51

52



2. Shaft drilling mineral slurry, synthetic slurry, or slurry with polymer additives 1 not allowed for infiltration shall be contained and disposed of by the Contractor 2 at an accepted disposal facility in accordance with Section 2-03.3(7)C. Spoils 3 that have come into contact with mineral slurry shall be disposed of in 4 accordance with Section 6-19.3(4)F. 5

6 8-01.3(1)C4 Management of Off-Site Water 7 This section is revised to read: 8 9

Prior to clearing and grubbing, the Contractor shall intercept all sources of off-site 10 surface water and overland flow that will run-on to the project. Off-site surface water 11 run-on shall be diverted through or around the project in a way that does not introduce 12 construction related pollution. It shall be diverted to its preconstruction discharge 13 location in a manner that does not increase preconstruction flow rate and velocity and 14 protects contiguous properties and waterways from erosion. The Contractor shall submit 15 a Type 2 Working Drawing consisting of the method for performing this Work. 16

17 8-01.3(1)E Detention/Retention Pond Construction 18 This section is revised to read: 19 20

Whether permanent or temporary, ponds shall be constructed before beginning other 21 grading and excavation Work in the area that drains into that pond. Detention/retention 22 ponds may be constructed concurrently with grading and excavation when allowed by 23 the Engineer. Temporary conveyances shall be installed concurrently with grading in 24 accordance with the TESC Plan so that newly graded areas drain to the pond as they 25 are exposed. 26

27 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 28 In the table, the second column heading is revised to read: 29 30

Eastern Washington1 31 (East of the Cascade Mountain Crest) 32

33 Footnote 1 in the table is revised to read: 34 35

Seeding may be allowed outside these dates when allowed or directed by the Engineer. 36 37 8-01.3(5) Plastic Covering 38 The first sentence of the first paragraph is revised to read: 39 40

Erosion Control – Plastic coverings used to temporarily cover stockpiled materials, 41 slopes or bare soils shall be installed and maintained in a way that prevents water from 42 intruding under the plastic and prevents the plastic cover from being damaged by wind. 43

44 8-01.3(7) Stabilized Construction Entrance 45 The first paragraph is revised to read: 46 47

Temporary stabilized construction entrance shall be constructed in accordance with the 48 Standard Plans, prior to construction vehicles entering the roadway from locations that 49 generate sediment track out on the roadway. Material used for stabilized construction 50 entrance shall be free of extraneous materials that may cause or contribute to track out. 51

52



8-01.3(8) Street Cleaning 1 This section is revised to read: 2 3

Self-propelled pickup street sweepers shall be used to remove and collect dirt and other 4 debris from the Roadway. The street sweeper shall effectively collect these materials 5 and prevent them from being washed or blown off the Roadway or into waters of the 6 State. Street sweepers shall not generate fugitive dust and shall be designed and 7 operated in compliance with applicable air quality standards. Material collected by the 8 street sweeper shall be disposed of in accordance with Section 2-03.3(7)C. 9 10 When allowed by the Engineer, power broom sweepers may be used in non-11 environmentally sensitive areas. The broom sweeper shall sweep dirt and other debris 12 from the roadway into the work area. The swept material shall be prevented from 13 entering or washing into waters of the State. 14 15 Street washing with water will require the concurrence of the Engineer. 16

17 8-01.3(12) Compost Socks 18 The first two sentences of the first paragraph are revised to read: 19 20

Compost socks are used to disperse flow and sediment. Compost socks shall be 21 installed as soon as construction will allow but before flow conditions create erosive 22 flows or discharges from the site. Compost socks shall be installed prior to any mulching 23 or compost placement. 24

25 8-01.3(13) Temporary Curb 26 The second to last sentence of the second paragraph is revised to read: 27 28

Temporary curbs shall be a minimum of 4 inches in height. 29 30 8-01.3(14) Temporary Pipe Slope Drain 31 The third and fourth paragraphs are revised to read: 32 33

The pipe fittings shall be water tight and the pipe secured to the slope with metal posts, 34 wood stakes, sand bags, or as allowed by the Engineer. 35 36 The water shall be discharged to a stabilized conveyance, sediment trap, stormwater 37 pond, rock splash pad, or vegetated strip, in a manner to prevent erosion and maintain 38 water quality compliance. 39

40 The last paragraph is deleted. 41 42 8-01.3(15) Maintenance 43 This section is revised to read: 44 45

Erosion and sediment control BMPs shall be maintained or adaptively managed as 46 required by the CSWGP until the Engineer determines they are no longer needed. 47 When deficiencies in functional performance are identified, the deficiencies shall be 48 rectified immediately. 49 50



The BMPs shall be inspected on the schedule outlined in Section 8-01.3(1)B for 1 damage and sediment deposits. Damage to or undercutting of BMPs shall be repaired 2 immediately. 3 4 In areas where the Contractor’s activities have compromised the erosion control 5 functions of the existing grasses, the Contractor shall overseed at no additional cost to 6 the Contracting Agency. 7 8 The quarry spalls of construction entrances shall be refreshed, replaced, or screened to 9 maintain voids between the spalls for collecting mud and dirt. 10 11 Unless otherwise specified, when the depth of accumulated sediment and 12 debris reaches approximately ⅓ the height of the BMP the deposits shall be removed. 13 Debris or contaminated sediment shall be disposed of in accordance with Section 2-14 03.3(7)C. Clean sediments may be stabilized on-site using BMPs as allowed by the 15 Engineer. 16

17 8-01.3(16) Removal 18 This section is revised to read: 19 20

The Contractor shall remove all temporary BMPs, all associated hardware and 21 associated accumulated sediment deposition from the project limits prior to Physical 22 Completion unless otherwise allowed by the Engineer. When the temporary BMP 23 materials are made of natural plant fibers unaltered by synthetic materials the Engineer 24 may allow leaving the BMP in place. 25 26 The Contractor shall remove BMPs and associated hardware in a way that minimizes 27 soil disturbance. The Contractor shall permanently stabilize all bare and disturbed soil 28 after removal of BMPs. If the installation and use of the erosion control BMPs have 29 compacted or otherwise rendered the soil inhospitable to plant growth, such as 30 construction entrances, the Contractor shall take measures to rehabilitate the soil to 31 facilitate plant growth. This may include, but is not limited to, ripping the soil, 32 incorporating soil amendments, or seeding with the specified seed. 33 34 At the request of the Contractor and at the sole discretion of the Engineer the CSWGP 35 may be transferred back to the Contracting Agency. Approval of the Transfer of 36 Coverage request will require the following: 37 38

1. All other Work required for Contract Completion has been completed. 39 40 2. All Work required for compliance with the CSWGP has been completed to the 41

maximum extent possible. This includes removal of BMPs that are no longer 42 needed and the site has undergone all Stabilization identified for meeting the 43 requirements of Final Stabilization in the CSWGP. 44

45 3. An Equitable Adjustment change order for the cost of Work that has not been 46

completed by the Contractor. 47 48 4. Submittal of the Washington State Department of Ecology Transfer of 49

Coverage form (Ecology form ECY 020-87a) to the Engineer. 50 51



If the Engineer approves the transfer of coverage back to the Contracting Agency, the 1 requirement in Section 1-07.5(3) for the Contractor’s submittal of the Notice of 2 Termination form to the Washington State Department of Ecology will not apply. 3

4 8-01.4 Measurement 5 This section’s content is deleted and replaced with the following new subsections: 6 7

8-01.4(1) Lump Sum Bid for Project (No Unit Items) 8 When the Bid Proposal contains the item “Erosion Control and Water Pollution 9 Prevention” there will be no measurement of unit or force account items for Work 10 defined in Section 8-01 except as described in Sections 8-01.4(3) and 8-01.4(4). Also, 11 except as described in Section 8-01.4(3), all of Sections 8-01.4(2) and 8-01.5(2) are 12 deleted. 13 14 8-01.4(2) Item Bids 15 When the Proposal does not contain the items “Erosion Control and Water Pollution 16 Prevention”, Section 8-01.4(1) and 8-01.5(1) are deleted and the Bid Proposal will 17 contain some or all of the following items measured as noted. 18 19

ESC lead will be measured per day for each day that an inspection is made and a 20 report is filed. 21 22 Biodegradable erosion control blanket and plastic covering will be measured by the 23 square yard along the ground slope line of surface area covered and accepted. 24 25 Turbidity curtains will be measured by the linear foot along the ground line of the 26 installed curtain. 27 28 Check dams will be measured per linear foot one time only along the ground line of 29 the completed check dam. No additional measurement will be made for check 30 dams that are required to be rehabilitated or replaced due to wear. 31 32 Stabilized construction entrances will be measured by the square yard by ground 33 slope measurement for each entrance constructed. 34 35 Tire wash facilities will be measured per each for each tire wash installed. 36 37 Street cleaning will be measured by the hour for the actual time spent cleaning 38 pavement, refilling with water, dumping and transport to and from cleaning 39 locations within the project limits, as authorized by the Engineer. Time to mobilize 40 the equipment to or from the project limits on which street cleaning is required will 41 not be measured. 42 43 Inlet protections will be measured per each for each initial installation at a 44 drainage structure. 45 46 Silt fence, gravel filter, compost berms, and wood chip berms will be measured by 47 the linear foot along the ground line of the completed barrier. 48 49 Wattles and compost socks will be measured by the linear foot. 50 51



Temporary curbs will be measured by the linear foot along the ground line of the 1 completed installation. 2 3 Temporary pipe slope drains will be measured by the linear foot along the flow line 4 of the pipe. 5 6 Coir logs will be measured by the linear foot along the ground line of the completed 7 installation. 8 9 Outlet protections will be measured per each initial installation at an outlet location. 10 11 Tackifiers will be measure by the acre by ground slope measurement. 12

13 8-01.4(3) Reinstating Unit Items with Lump Sum Erosion Control and Water 14 Pollution Prevention 15 The Contract Provisions may establish the project as lump sum, in accordance with 16 Section 8-01.4(1) and also include one or more of the items included above in Section 17 8-01.4(2). When that occurs, the corresponding measurement provision in Section 8-18 01.4(2) is not deleted and the Work under that item will be measured as specified. 19 20 8-01.4(4) Items not included with Lump Sum Erosion Control and Water Pollution 21 Prevention 22 Compost blanket will be measured by the square yard by ground slope surface area 23 covered and accepted. 24 25 Mulching will be measured by the acre by ground slope surface area covered and 26 accepted. 27 28 Seeding, fertilizing, liming, mulching, and mowing, will be measured by the acre by 29 ground slope measurement. 30 31 Seeding and fertilizing by hand will be measured by the square yard by ground slope 32 measurement. No adjustment in area size will be made for the vegetation free zone 33 around each plant. 34 35 Fencing will be measured by the linear foot along the ground line of the completed 36 fence. 37

38 8-01.5 Payment 39 This section’s content is deleted and replaced with the following new subsections: 40 41

8-01.5(1) Lump Sum Bid for Project (No Unit Items) 42 Payment will be made for the following Bid item when it is included in the Proposal: 43 44

“Erosion Control and Water Pollution Prevention”, lump sum. 45 46 The lump sum Contract price for “Erosion Control and Water Pollution Prevention” 47 shall be full pay to perform the Work as described in Section 8-01 except for costs 48 compensated by Bid Proposal items inserted through Contract Provisions as 49 described in Section 8-01.4(2). Progress payments for the lump sum item “Erosion 50 Control and Water Pollution Prevention” will be made as follows: 51 52



1. The Contracting Agency will pay 15 percent of the bid amount for the 1 initial set up for the item. Initial set up includes the following: 2

3 a. Acceptance of the TESC Plan provided by the Contracting Agency or 4

submittal of a new TESC Plan, 5 6 b. Submittal of a schedule for the installation of the BMPs, and 7 8 c. Identifying water quality sampling locations. 9

10 2. 70 percent of the bid amount will be paid in accordance with Section 1-11

09.9. 12 13 3. Once the project is physically complete and copies of the all reports 14

submitted to the Washington State Department of Ecology have been 15 submitted to the Engineer, and, if applicable, transference of the CSWGP 16 back to the Contracting Agency is complete, the remaining 15 percent of 17 the bid amount shall be paid in accordance with Section 1-09.9. 18

19 8-01.5(2) Item Bids 20 “ESC Lead”, per day. 21 22 “Turbidity Curtain”, per linear foot. 23 24 “Biodegradable Erosion Control Blanket”, per square yard. 25 26 “Plastic Covering”, per square yard. 27 28 “Check Dam”, per linear foot. 29 30 “Inlet Protection”, per each. 31 32 “Gravel Filter Berm”, per linear foot. 33 34 “Stabilized Construction Entrance”, per square yard. 35 36 “Street Cleaning”, per hour. 37 38 “Silt Fence”, per linear foot. 39 40 “Wood Chip Berm”, per linear foot. 41 42 “Compost Berm”, per linear foot. 43 44 “Wattle”, per linear foot. 45 46 “Compost Sock”, per linear foot. 47 48 “Coir Log”, per linear foot. 49 50 “Temporary Curb”, per linear foot. 51 52



“Temporary Pipe Slope Drain”, per linear foot. 1 2 “Temporary Seeding”, per acre. 3 4 “Outlet Protection”, per each. 5 6 “Tackifier”, per acre. 7 8 “Erosion/Water Pollution Control”, by force account as provided in Section 1-09.6. 9 10 Maintenance and removal of erosion and water pollution control devices including 11 removal and disposal of sediment, stabilization and rehabilitation of soil disturbed 12 by these activities, and any additional Work deemed necessary by the Engineer to 13 control erosion and water pollution will be paid by force account in accordance with 14 Section 1-09.6. 15 16 To provide a common Proposal for all Bidders, the Contracting Agency has entered an 17 amount in the Proposal to become a part of the Contractor’s total Bid. 18 19 8-01.5(3) Reinstating Unit Items with Lump Sum Erosion Control and Water 20 Pollution Prevention 21 The Contract may establish the project as lump sum, in accordance with Section 8-22 01.4(1) and also reinstate the measurement of one or more of the items described in 23 Section 8-01.4(2), except for Erosion/Water Pollution Control, by force account. When 24 that occurs, the corresponding payment provision in Section 8-01.5(2) is not deleted 25 and the Work under that item will be paid as specified. 26 27 8-01.5(4) Items not included with Lump Sum Erosion Control and Water Pollution 28 Prevention 29 Payment will be made for each of the following Bid items when they are included in the 30 Proposal: 31 32

“Compost Blanket”, per square yard. 33 34 “Mulching”, per acre 35 36 “Mulching with PAM”, per acre 37 38 “Mulching with Short-Term Mulch”, per acre. 39 40 “Mulching with Moderate-Term Mulch”, per acre. 41 42 “Mulching with Long-Term Mulch”, per acre. 43 44 “Seeding, Fertilizing and Mulching”, per acre. 45 46 “Seeding and Fertilizing”, per acre. 47 48 “Seeding and Fertilizing by Hand”, per square yard. 49 50 “Second Application of Fertilizer”, per acre. 51 52



“Liming”, per acre. 1 2 “Mowing”, per acre. 3 4 “Seeding and Mulching”, per acre. 5 6 “High Visibility Fence”, per linear foot. 7

8 8-02.AP8 9 Section 8-02, Roadside Restoration 10

January 2, 2018 11

8-02.2 Materials 12 The reference to the material “Soil” is revised to read “Topsoil”. 13 14 8-02.5 Payment 15 The following new paragraph is inserted following the Bid item “Plant Selection ___”, per 16 each: 17 18

The unit Contract price for “Plant Selection ___”, per each shall be full pay for all Work 19 to perform the work as specified within the planting area prior to planting for weed 20 control, planting area preparation and installation of plants with initial watering. 21

22 The paragraph following the Bid item “PSIPE ___”, per each is revised to read: 23 24

The unit Contract price for “PSIPE ___”, per each, shall be full pay for all Work to 25 perform the work as specified within the planting area for weed control and planting 26 area preparation, planting, cleanup, and water necessary to complete planting 27 operations as specified to the end of first year plant establishment. 28

29 8-04.AP8 30 Section 8-04, Curbs, Gutters, and Spillways 31

April 2, 2018 32


Cement 9-01 36 37 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 38 The first paragraph is supplemented with the following: 39 40

Roundabout truck apron cement concrete curb and gutter shall be constructed with air 41 entrained concrete Class 4000 conforming to the requirements of Section 6-02. 42

43 8-06.AP8 44 Section 8-06, Cement Concrete Driveway Entrances 45

April 2, 2018 46

8-06.2 Materials 47 In the first paragraph, the reference to “Portland Cement” is revised to read: 48



1 Cement 9-01 2

3 8-06.3 Construction Requirements 4 The first paragraph is revised to read: 5 6

Cement concrete driveway approaches shall be constructed with air entrained concrete 7 Class 4000 conforming to the requirements of Section 6-02 or Portland Cement or 8 Blended Hydraulic Cement Concrete Pavement conforming to the requirements of 9 Section 5-05. 10

11 8-07.AP8 12 Section 8-07, Precast Traffic Curb 13

April 2, 2018 14

8-07.3(1) Installing Curbs 15 The first sentence of the first paragraph is revised to read: 16 17

The curb shall be firmly bedded for its entire length and breadth on a mortar bed 18 conforming to Section 9-20.4(3) composed of one part Portland cement or blended 19 hydraulic cement and two parts sand. 20

21 The fourth paragraph is revised to read: 22 23

All joints between adjacent pieces of curb except joints for expansion and/or drainage 24 as designated by the Engineer shall be filled with mortar composed of one part Portland 25 cement or blended hydraulic cement and two parts sand. 26

27 8-11.AP8 28 Section 8-11, Guardrail 29

August 6, 2018 30

8-11.3(1)C Terminal and Anchor Installation 31 The first paragraph is revised to read: 32 33

All excavation and backfilling required for installation of anchors shall be performed in 34 accordance with Section 2-09, except that the costs thereof shall be included in the unit 35 Contract price for the anchor installed. 36

37 The first sentence of the second to last paragraph is revised to read: 38 39

Assembly and installation of Beam Guardrail Non-flared Terminals for Type 31 guardrail 40 shall be supervised at all times by a manufacturer’s representative, or an installer who 41 has been trained and certified by the manufacturer. 42


Beam Guardrail Non-flared Terminals for Type 31 guardrail shall meet the crash test 46 and evaluation criteria in the Manual for Assessing Safety Hardware (MASH). 47 48

8-11.4 Measurement 49 The third paragraph is revised to read: 50



1 Measurement of beam guardrail _____ terminal will be per each for the 2 completed terminal. 3

4 The fourth paragraph is revised to read: 5 6

Measurement of beam guardrail Type 31 buried terminal Type 2 will be per linear foot 7 for the completed terminal. 8

9 The sixth paragraph is revised to read: 10 11

Measurement of beam guardrail anchor Type 10 will be per each for the completed 12 anchor, including the attachment of the anchor to the guardrail. 13

14 8-11.5 Payment 15 The Bid item “Beam Guardrail Anchor Type ___”, per each is revised to read “Beam 16 Guardrail Anchor Type 10”, per each. 17 18 The Bid item “Beam Guardrail Buried Terminal Type 1”, per each is deleted from this 19 section. 20 21 The Bid item “Beam Guardrail Buried Terminal Type 2”, per linear foot and the following 22 paragraph are revised to read: 23 24

“Beam Guardrail Type 31 Buried Terminal Type 2”, per linear foot. 25 26 The unit Contract price per linear foot for “Beam Guardrail Type 31 Buried Terminal 27 Type 2” shall be full payment for all costs to obtain and provide materials and perform 28 the Work as described in Section 8-11.3(1)C. 29

30 8-14.AP8 31 Section 8-14, Cement Concrete Sidewalks 32

April 2, 2018 33


Cement 9-01 37 38 In the second paragraph, each reference to “Federal Standard 595” is revised to read “SAE 39 AMS Standard 595”. 40 41 8-16.AP8 42 Section 8-16, Concrete Slope Protection 43

April 2, 2018 44

8-16.2 Materials 45 In the first paragraph, the last two material references are revised to read: 46 47

Poured Portland Cement or Blended Hydraulic Cement 48 Concrete Slope Protection 9-13.5(2) 49



Pneumatically Placed Portland Cement or Blended 1 Hydraulic Cement Concrete Slope Protection 9-13.5(3) 2

3 8-17.AP8 4 Section 8-17, Impact Attenuator Systems 5

August 6, 2018 6

8-17.3 Construction Requirements 7 This section is supplemented with the following: 8 9

Impact attenuators shall meet the crash test and evaluation criteria of NCHRP 350 or 10 the Manual for Assessing Safety Hardware (MASH). 11

12 8-20.AP8 13 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation 14

Systems, and Electrical 15

August 6, 2018 16

8-20.1(1) Regulations and Code 17 The last paragraph is revised to read: 18 19

Persons performing electrical Work shall be certified in accordance with and supervised 20 as required by RCW 19.28.161. Proof of certification shall be worn at all times in 21 accordance with WAC 296-46B-942. Persons failing to meet these certification 22 requirements may not perform any electrical work, and shall stop any active electrical 23 work, until their certification is provided and worn in accordance with this Section. 24

25 8-20.2(2) Equipment List and Drawings 26 This section is renumbered: 27 28

8-20.2(1) Equipment List and Drawings 29 30 8-20.3(4) Foundations 31 The second sentence of the first paragraph is revised to read: 32 33

Concrete for Type II, III, IV, V, and CCTV signal standards and light standard 34 foundations shall be Class 4000P and does not require air entrainment. 35

36 8-20.3(5)A General 37 The last two sentences of the last paragraph is deleted. 38 39 This section is supplemented with the following: 40 41

All conduits shall include a pull tape with the equipment grounding conductor. The pull 42 tape shall be attached to the conduit near the end bell or grounded end bushing, or to 43 duct plugs or caps if present, at both ends of the conduit. 44

45 8-20.3(8) Wiring 46 The seventeenth paragraph is supplemented with the following: 47 48



Pulling tape shall meet the requirements of Section 9-29.1(10). Pull string may not be 1 used. 2

3 8-20.3(14)C Induction Loop Vehicle Detectors 4 Item number 2 is deleted. 5 6 Item numbers 3 through 12 are renumbered to 2 through 11, respectively. 7 8 8-21.AP8 9 Section 8-21, Permanent Signing 10

January 2, 2018 11

8-21.3(9)F Foundations 12 Item number 3 of the twelfth paragraph is supplemented with the following new sentence: 13 14

Class 4000P concrete for roadside sign structures does not require air entrainment. 15 16 9-02.AP9 17 Section 9-02, Bituminous Materials 18

April 2, 2018 19

9-02.1 Asphalt Material, General 20 The second paragraph is revised to read: 21 22

The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified 23 asphalt shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 24 “Standard Practice for Asphalt Suppliers That Certify Performance Graded and 25 Emulsified Asphalts”. The Asphalt Supplier’s QCP shall be submitted and receive the 26 acceptance of the WSDOT State Materials Laboratory. Once accepted, any change to 27 the QCP will require a new QCP to be submitted for acceptance. The Asphalt Supplier 28 of PG asphalt binder and emulsified asphalt shall certify through the Bill of Lading that 29 the PG asphalt binder or emulsified asphalt meets the Specification requirements of the 30 Contract. 31 32

9-02.1(4) Performance Graded Asphalt Binder (PGAB) 33 This section’s title is revised to read: 34 35

Performance Graded (PG) Asphalt Binder 36 37 The first paragraph is revised to read: 38 39

PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades 40 specified in the Contract shall be used in the production of HMA. For HMA with greater 41 than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt 42 binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the 43 proportions of the mix design shall meet the PG asphalt binder requirements of 44 AASHTO M 332 Table 1 for the grade of asphalt binder specified by the Contract. 45

46 The second paragraph, including the table, is revised to read: 47 48

In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders 49 shall meet the following requirements: 50



1

Additional Requirements by

Performance Grade (PG) Asphalt Binders

Property Test

Method PG58S-

22 PG58H-

22 PG58V-

22 PG64S-28

PG64H-28

PG64V-28

RTFO Residue: Average Percent

Recovery @ 3.2 kPa

AASHTO T 3501

30% Min. 20% Min. 25% Min. 30% Min.

1Specimen conditioned in accordance with AASHTO T 240 – RTFO.

2 The third paragraph is revised to read: 3 4

The RTFO Jnrdiff and the PAV direct tension specifications of AASHTO M 332 are not 5 required. 6


If the asphalt binder verification sample test results fail to meet AASHTO Test Method T 10 350 “Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of 11 Asphalt Binder Using a Dynamic Shear Rheometer (DSR)” for average percent recovery 12 @ 3.2 kPa for the applicable grades of binder in accordance with Section 9-02.1(4), the 13 Contracting Agency may elect to test the sample using AASHTO Test Method T 301 14 “Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a 15 Ductilometer.” 16 17 When AASHTO T 301 is used, a minimum of 65% elastic recovery (ER) will be required 18 when tested at 25°C ± 0.5°C. 19

20 9-02.1(6) Cationic Emulsified Asphalt 21 This section is revised to read: 22 23

Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the 24 grades specified in the Contract shall be used. 25

26 9-02.5 Warm Mix Asphalt (WMA) Additive 27 This section, including title, is revised to read: 28 29

9-02.5 HMA Additive 30 Additives for HMA shall be accepted by the Engineer. 31

32 9-03.AP9 33 Section 9-03, Aggregates 34

October 30, 2018 35

9-03.1 Aggregates for Portland Cement Concrete 36 This section’s title is revised to read: 37 38



Aggregates for Concrete 1 2 9-03.1(1) General Requirements 3 The first two sentences of the first paragraph are revised to read: 4 5

Concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel 6 in accordance with the provisions of Section 3-01. Reclaimed aggregate may be used if 7 it complies with the specifications for concrete. 8

9 The second paragraph (up until the colon) is revised to read: 10 11

Aggregates for concrete shall meet the following test requirements: 12 13 The second sentence of the second to last paragraph is revised to read: 14 15

The Contractor shall submit test results according to ASTM C1567 through the Engineer 16 to the State Materials Laboratory that demonstrate that the proposed fly ash when used 17 with the proposed aggregates and cement will control the potential expansion to 0.20 18 percent or less before the fly ash and aggregate sources may be used in concrete. 19

20 9-03.1(2) Fine Aggregate for Portland Cement Concrete 21 This section’s title is revised to read: 22 23

Fine Aggregate for Concrete 24 25 9-03.1(4) Coarse Aggregate for Portland Cement Concrete 26 This section’s title is revised to read: 27 28

Coarse Aggregate for Concrete 29 30 9-03.1(4)C Grading 31 The first paragraph (up until the colon) is revised to read: 32 33

Coarse aggregate for concrete when separated by means of laboratory sieves shall 34 conform to one or more of the following gradings as called for elsewhere in these 35 Specifications, Special Provisions, or in the Plans: 36

37 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete 38 This section’s title is revised to read: 39 40

Combined Aggregate Gradation for Concrete 41 42 9-03.1(5)B Grading 43 In the last paragraph, “WSDOT FOP for WAQTC/AASHTO T 27/T 11” is revised to read 44 “FOP for WAQTC/AASHTO T 27/T 11”. 45 46 9-03.2 Aggregate for Job-Mixed Portland Cement Mortar 47 This section’s title is revised to read: 48 49

Aggregate for Job-Mixed Portland Cement or Blended Hydraulic Cement Mortar 50 51 The first sentence of the first paragraph is revised to read: 52



1 Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of 2 sand or other inert materials, or combinations thereof, accepted by the Engineer, having 3 hard, strong, durable particles free from adherent coating. 4

5 9-03.4(1) General Requirements 6 The first paragraph (up until the colon) is revised to read: 7 8

Aggregate for bituminous surface treatment shall be manufactured from ledge rock, 9 talus, or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface 10 Treatment shall meet the following test requirements: 11

12 9-03.8(1) General Requirements 13 The first paragraph (up until the colon) is revised to read: 14 15

Aggregates for Hot Mix Asphalt shall meet the following test requirements: 16 17 9-03.8(2) HMA Test Requirements 18 The two tables in the second paragraph are replaced with the following three tables: 19 20

Mix Criteria

HMA Class 3⁄8 inch ½ inch ¾ inch 1 inch

Min. Max. Min. Max. Min. Max. Min. Max.

Voids in Mineral Aggregate (VMA), %

15.0 14.0 13.0 12.0

Voids Filled With Asphalt (VFA), %

ESAL’s (millions) VFA

< 0.3 70 80 70 80 70 80 67 80

0.3 to < 3 65 78 65 78 65 78 65 78

≥ 3 73 76 65 75 65 75 65 75

Dust/Asphalt Ratio 0.6 1.6 0.6 1.6 0.6 1.6 0.6 1.6

21 Test Method ESAL’s (millions) Number of Passes

Hamburg Wheel-Track Testing, FOP for AASHTO T 324 Minimum Number of Passes with no Stripping Inflection Point and Maximum Rut Depth of 10mm

< 0.3 10,000

0.3 to < 3 12,500

≥ 3 15,000

Indirect Tensile (IDT) Strength (psi) of Bituminous Materials FOP for ASTM D6931 175 Maximum

22 ESAL’s (millions) N initial N design N maximum

% Gmm

< 0.3 ≤ 91.5 96.0 ≤ 98.0

0.3 to < 3 ≤ 90.5 96.0 ≤ 98.0

≥ 3 ≤ 89.0 96.0 ≤ 98.0

Gyratory Compaction (number of gyrations)

< 0.3 6 50 75

0.3 to < 3 7 75 115

> 3 8 100 160

23 9-03.8(7) HMA Tolerances and Adjustments 24 In the table in item number 1, the fifth row is revised to read: 25 26



Asphalt binder -0.4% to 0.5% ±0.7% 1

In the table in item number 1, the following new row is inserted before the last row: 2 3

Voids in Mineral Aggregate, VMA

-1.5%

4 9-03.9(1) Ballast 5 The second paragraph (up until the colon) is revised to read: 6 7

Aggregates for ballast shall meet the following test requirements: 8 9 9-03.14(4) Gravel Borrow for Structural Earth Wall 10 The second sentence of the first paragraph is revised to read: 11 12

The material shall be substantially free of shale or other soft, poor durability particles, 13 and shall not contain recycled materials, such as glass, shredded tires, concrete rubble, 14 or asphaltic concrete rubble. 15

16 9-03.21(1)B Recycled Concrete Aggregate Approval and Acceptance 17 This section is supplemented with the following new subsection: 18 19

9-03.21(1)B1 Recycled Concrete Aggregate Approval and Acceptance 20 Recycled concrete aggregate may be approved through a three tiered system that 21 consists of the following: 22 23

Tier 1

Approval Requirements Approval of the Reclamation Facility is not required.

Acceptance Requirements Certification of toxicity characteristics in accordance with Section 9-03.21(1). Field acceptance testing in accordance with Section 3-04.

Approved to provide the following Aggregate Materials:

9-03.10 Aggregate for Gravel Base 9-03.12(1)B Gravel Backfill for Foundations Class B 9-03.12(2) Gravel Backfill for Walls 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 9-03.14(1) Gravel Borrow 9-03.14(2) Select Borrow 9-03.14(2) Select Borrow (greater than 3 feet below subgrade and side slope) 9-03.14(3) Common Borrow 9-03.14(3) Common Borrow (greater than 3 feet below subgrade and side slope) 9-03.17 Foundation Material Class A and Class B 9-03.18 Foundation Material Class C 9-03.19 Bank Run Gravel for Trench Backfill

24 Tier 2

Approval Requirements The Reclamation Facility shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 9 “Standard Practice for Approval



of Reclamation Facilities of WSDOT Recycled Concrete and Returned Concrete”. The Reclamation Facility’s QCP shall be submitted and approved by the WSDOT State Materials Laboratory. Once accepted, any changes to the QCP will require a new QCP to be submitted for acceptance. Evaluation of aggregate source properties (LA Wear and Degradation) for the recycled concrete aggregate is not required.

Acceptance Requirements Certification of toxicity characteristics in accordance with Section 9-03.21(1), required if requested. Field acceptance testing in accordance with Section 3-04 is required. Provide certification in accordance with WSDOT QC 9 for every lot. A lot shall be no larger than 10,000 tons.


Tier 1 aggregate materials 9-03.1 Coarse Aggregate for Commercial Concrete or Concrete class 3000 9-03.9(1) Ballast 9-03.9(2) Permeable Ballast 9-03.9(3) Crushed Surfacing 9-03.12(1)A Gravel Backfill for Foundations Class A

1 Tier 3

Approval Requirements The Reclamation Facility shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 10 “Standard Practice for Approval of Reclamation Facilities of Recycled Concrete Aggregates from Stockpiles of Unknown Sources”. The Reclamation Facility’s QCP shall be submitted and approved by the WSDOT State Materials Laboratory. Once accepted, any changes to the QCP will require a new QCP to be submitted for acceptance. Evaluation of aggregate source properties (LA Wear and Degradation) for the recycled concrete aggregate is required.

Acceptance Requirements Certification of toxicity characteristics in accordance with Section 9-03.21(1) is required. Field acceptance testing in accordance with Section 3-04 is required. Provide certification in accordance with WSDOT QC 10 for every lot. A lot shall be no larger than 10,000 tons


Tier 1 aggregate materials 9-03.1 Coarse Aggregate for Commercial Concrete or Concrete class 3000



9-03.9(1) Ballast 9-03.9(2) Permeable Ballast 9-03.9(3) Crushed Surfacing 9-03.12(1)A Gravel Backfill for Foundations Class A

1 For Reclamation Facilities that do not participate in Tier 2 and Tier 3, approval of 2 recycled concrete aggregate will be in accordance with Section 9-03.21(1), and 3 acceptance will be in accordance with Section 3-04. 4

5 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled 6

Material 7 “Portland Cement” is deleted from the first two rows in the table. 8 9 The first column of the third row is revised to read: 10 11

Coarse Aggregate for Commercial Concrete and Class 3000 Concrete 12 13 9-04.AP9 14 Section 9-04, Joint and Crack Sealing Materials 15

April 2, 2018 16

9-04.1(2) Premolded Joint Filler for Expansion Joints 17 In this section, each reference to “AASHTO T 42” is revised to read “ASTM D 545”. 18 19 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 20 This section is supplemented with the following: 21 22

Hot poured sealant for cement concrete pavement is acceptable for installations in joints 23 where cement concrete pavement abuts a bituminous pavement. 24

25 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 26 This section is supplemented with the following: 27 28

Hot poured sealant for bituminous pavement is acceptable for installations in joints 29 where cement concrete pavement abuts a bituminous pavement. 30

31 9-04.2(1)B Sand Slurry for Bituminous Pavement 32 Item number 2 of the first paragraph is revised to read: 33 34

2. Two percent portland cement or blended hydraulic cement, and 35 36 9-04.3 Joint Mortar 37 The first paragraph is revised to read: 38 39

Mortar for hand mortared joints shall conform to Section 9-20.4(3) and consist of one 40 part portland cement or blended hydraulic cement, three parts fine sand, and sufficient 41 water to allow proper workability. 42

43



9-05.AP9 1 Section 9-05, Drainage Structures and Culverts 2

April 2, 2018 3

9-05.3(1)C Age at Shipment 4 The last sentence of the first paragraph is revised to read: 5 6

Unless it is tested and accepted at an earlier age, it shall not be considered ready for 7 shipment sooner than 28 days after manufacture when made with Type II portland 8 cement or blended hydraulic cement, nor sooner than 7 days when made with Type III 9 portland cement. 10

11 9-06.AP9 12 Section 9-06, Structural Steel and Related Materials 13

August 6, 2018 14

9-06.5 Bolts 15 This section’s title is revised to read: 16 17

Bolts and Rods 18 19 9-06.5(4) Anchor Bolts 20 This section, including title, is revised to read: 21 22

9-06.5(4) Anchor Bolts and Anchor Rods 23 Anchor bolts and anchor rods shall meet the requirements of ASTM F1554 and, unless 24 otherwise specified, shall be Grade 105 and shall conform to Supplemental 25 Requirements S2, S3, and S4. 26 27 Nuts for ASTM F1554 Grade 105 black anchor bolts and anchor rods shall conform to 28 ASTM A563, Grade D or DH. Nuts for ASTM F1554 Grade 105 galvanized anchor bolts 29 and anchor rods shall conform to either ASTM A563, Grade DH, or AASHTO M292, 30 Grade 2H, and shall conform to the overtapping, lubrication, and rotational testing 31 requirements in Section 9-06.5(3). Nuts for ASTM F1554 Grade 36 or 55 black or 32 galvanized anchor bolts and anchor rods shall conform to ASTM A563, Grade A or DH. 33 Washers shall conform to ASTM F436. 34 35 The bolts and rods shall be tested by the manufacturer in accordance with the 36 requirements of the pertinent Specification and as specified in these Specifications. 37 Anchor bolts, anchor rods, nuts, and washers shall be inspected prior to shipping to the 38 project site. The Contractor shall submit to the Engineer for acceptance a 39 Manufacturer’s Certificate of Compliance for the anchor bolts, anchor rods, nuts, and 40 washers, as defined in Section 1-06.3. If the Engineer deems it appropriate, the 41 Contractor shall provide a sample of the anchor bolt, anchor rod, nut, and washer for 42 testing. 43 44 All bolts, rods, nuts, and washers shall be marked and identified as required in the 45 pertinent Specification. 46

47 9-06.17 Vacant 48 This section, including title, is revised to read: 49 50



9-06.17 Noise Barrier Wall Access Door 1 Access door frames shall be formed of 14-gauge steel to the size and dimensions 2 shown in the Plans. The access door frame head and jamb members shall be mitered, 3 securely welded, and ground smooth. Each head shall have two anchors and each jamb 4 shall have three anchors. The hinges shall be reinforced with ¼-inch by 12-inch plate, 5 width equal to the full inside width of the frame. 6 7 Access doors shall be full flush 1-¾-inch thick seamless doors with a polystyrene core. 8 Door faces shall be constructed with smooth seamless 14-gauge roller-levered, cold-9 rolled steel sheet conforming to ASTM A 792 Type SS, Grade 33 minimum, Coating 10 Designation AZ55 minimum. The vertical edges shall be neat interlocked hemmed edge 11 seam. The top and bottom of the door shall be enclosed with 14-gauge channels. 12 Mortise and reinforcement for locks and hinges shall be 10-gauge steel. Welded top cap 13 shall be ground and filled for exterior applications. The bottom channel shall have weep 14 holes. 15 16 Each access door shall have three hinges. Access door hinges shall be ASTM A 276 17 Type 316 stainless steel, 4-½-inches square, with stainless steel ball bearing and non-18 removable pins. 19 20 Each access door shall have two pull plates. The pull plates shall be ASTM A 240 Type 21 316 stainless steel, with a grip handle of one-inch diameter and 8 to 10-inches in length. 22 23 The door assembly shall be fabricated and assembled as a complete unit including all 24 hardware specified prior to shipment. 25

26 9-06.18 Metal Bridge Railing 27 The second sentence of the first paragraph is revised to read: 28 29

Steel used for metal railings, when galvanized after fabrication in accordance with 30 AASHTO M111, shall have a controlled silicon content of either 0.00 to 0.06 percent or 31 0.15 to 0.25 percent. 32

33 9-07.AP9 34 Section 9-07, Reinforcing Steel 35

April 2, 2018 36

9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and 37

Cement Concrete Pavement Rehabilitation) 38 The first paragraph (up until the colon) is revised to read: 39 40

Corrosion resistant dowel bars shall be 1½ inch outside diameter plain round steel bars 41 or tubular bars 18 inches in length and meet the requirements of one of the following: 42

43 Item number 4 and 5 of the first paragraph are revised to read: 44 45

4. Corrosion-resistant, low-carbon, chromium plain steel bars for concrete 46 reinforcement meeting all the requirements of ASTM A 1035 Alloy Type CS Grade 47 100 or Alloy Type CS Grade 120. 48

49 5. Zinc Clad dowel bars shall be 1½ inch solid bars or tubular bars with 1.695 inch 50

outside diameter by 0.120 inch wall and shall have a minimum 0.035 inch A710 51



Zinc alloy clad to a plain steel inner bar meeting the chemical and physical 1 properties of AASHTO M 31, Grade 60, or AASHTO M 255, Grade 60. A710 Zinc 2 shall be composed of: zinc: 99.5 percent, by weight, minimum; copper: 0.1-0.25 3 percent, by weight; and iron: 0.0020 percent, by weight, maximum. Each end of 4 tubular bars shall be plugged using a snug-fitting insert to prohibit any intrusion of 5 concrete or other materials. 6

7 9-08.AP9 8 Section 9-08, Paints and Related Materials 9

January 2, 2018 10

9-08.1(2)K Orange Equipment Enamel 11 In the second sentence of the first paragraph, the reference to “Federal Standard 595” is 12 revised to read “SAE AMS Standard 595”. 13 14 9-08.1(8) Standard Colors 15 In the first paragraph, the reference to “Federal Standard 595” is revised to read “SAE AMS 16 Standard 595”. 17 18 9-13.AP9 19 Section 9-13, Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion 20

and Scour Protection and Rock Walls 21

April 2, 2018 22

9-13.1(1) General 23 The last paragraph is revised to read: 24 25

Riprap and quarry spalls shall be free from segregation, seams, cracks, and other 26 defects tending to destroy its resistance to weather and shall meet the following test 27 requirements: 28

29 9-13.5 Concrete Slope Protection 30 This section is revised to read: 31 32

Concrete slope protection shall consist of reinforced portland cement or blended 33 hydraulic cement concrete poured or pneumatically placed upon the slope with a 34 rustication joint pattern or semi-open concrete masonry units placed upon the slope 35 closely adjoining each other. 36

37 9-13.5(2) Poured Portland Cement Concrete Slope Protection 38 This section’s title is revised to read: 39 40

Poured Portland Cement or Blended Hydraulic Cement Concrete Slope Protection 41 42 9-13.5(3) Pneumatically Placed Portland Cement Concrete Slope Protection 43 This section’s title is revised to read: 44 45

Pneumatically Placed Portland Cement or Blended Hydraulic Cement Concrete 46 Slope Protection 47

48 The first paragraph is revised to read: 49



1 Cement – This material shall be portland cement or blended hydraulic cement as 2 specified in Section 9-01. 3

4 9-13.7(1) Rock for Rock Walls and Chinking Material 5 The first paragraph (up until the colon) is revised to read: 6 7

Rock for rock walls and chinking material shall be hard, sound and durable material, 8 free from seams, cracks, and other defects tending to destroy its resistance to weather, 9 and shall meet the following test requirements: 10

11 9-14.AP9 12 Section 9-14, Erosion Control and Roadside Planting 13

August 6, 2018 14

9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) 15 In Table 1, the last four rows are deleted. 16 17 9-14.4(2)A Long-Term Mulch 18 The first paragraph is supplemented with the following: 19 20

Products containing cellulose fiber produced from paper or paper components will not 21 be accepted. 22

23 Table 2 is supplemented with the following new rows: 24 25

Water Holding Capacity ASTM D 7367 800 percent minimum

Organic Matter Content AASHTO T 267 90 percent minimum

Seed Germination Enhancement

ASTM D 7322 Long Term 420 percent minimum

26 27 9-14.4(2)B Moderate-Term Mulch 28 This section is revised to read: 29 30

Within 48 hours of application, the Moderate-Term Mulch shall bond with the soil 31 surface to create a continuous, absorbent, flexible, erosion-resistant blanket. Moderate-32 Term Mulch shall effectively perform the intended erosion control function in accordance 33 with Section 8-01.3(1) for a minimum of 3 months, or until temporary vegetation has 34 been established, whichever comes first. 35 36 Moderate-Term Mulch shall not be used in conjunction with permanent seeding. 37

38 9-14.4(2)C Short-Term Mulch 39 This section is revised to read: 40 41

Short-Term Mulch shall effectively perform the intended erosion control function in 42 accordance with Section 8-01.3(1) for a minimum of 2 months, or until temporary 43 vegetation has been established, whichever comes first. Short-Term Mulch shall not be 44 used in conjunction with permanent seeding. 45

46



9-16.AP9 1 Section 9-16, Fence and Guardrail 2

August 6, 2018 3

9-16.3(1) Rail Element 4 The last sentence of the first paragraph is revised to read: 5 6

All rail elements shall be formed from 12-gage steel except for thrie beam reducer 7 sections, reduced length thrie beam rail elements, thrie beams used for bridge rail 8 retrofits, and Design F end sections, which shall be formed from 10-gage steel. 9

10 9-16.3(5) Anchors 11 The last paragraph is revised to read: 12 13

Cement grout shall conform to Section 9-20.3(4) and consist of one part portland 14 cement or blended hydraulic cement and two parts sand. 15

16 9-18.AP9 17 Section 9-18, Precast Traffic Curb 18

April 2, 2018 19

9-18.1(1) Aggregates and Proportioning 20 Item number 1 of the first paragraph is revised to read: 21 22

1. Portland cement or blended hydraulic cement shall conform to the requirements of 23 Section 9-01 except that it may be Type I portland cement conforming to AASHTO 24 M 85. 25

26 9-20.AP9 27 Section 9-20, Concrete Patching Material, Grout, and Mortar 28

August 6, 2018 29

9-20.1 Patching Material 30 This section, including title, is revised to read: 31 32

9-20.1 Patching Material for Cement Concrete Pavement 33 Concrete patching material shall be prepackaged mortar extended with aggregate. The 34 amount of aggregate for extension shall conform to the manufacturer’s 35 recommendation. 36 37 Patching mortar and patching mortar extended with aggregate shall contain 38 cementitious material and conform to Sections 9-20.1(1) and 9-20.1(2). The 39 Manufacturer shall use the services of a laboratory that has an equipment calibration 40 verification system and a technician training and evaluation process in accordance with 41 AASHTO R 18 to perform all tests specified in Section 9-20.1. 42 43

9-20.1(1) Patching Mortar 44 Patching mortar shall conform to the following requirements: 45 46

Compressive Strength ASTM Test Method Specification

at 3 hours C 39 Minimum 3,000 psi




Length Change

at 28 days C 157 0.15 percent maximum

Total Chloride Ion Content C 1218 1 lb/yd3 maximum

Bond Strength

at 24 hours C 882 (As modified by C 928, Section 9.5)

Minimum 1,000 psi

Scaling Resistance (at 25 cycles of freezing and thawing)

C 672 (As modified by C 928, Section 9.4)

1 lb/ft2 maximum

1 9-20.1(2) Patching Mortar Extended with Aggregate 2 Patching mortar extended with aggregate shall meet the following requirements: 3 4

Compressive Strength ASTM Test Method Specification



Length Change

at 28 days C 157 0.15 percent maximum

Bond Strength

at 24 hours C 882 (As modified by ASTM C928, Section 9.5)

Minimum 1,000 psi

Scaling Resistance (at 25 cycles of freezing and thawing)

C 672 2 Maximum Visual Rating

Freeze thaw C 666 Maximum expansion 0.10% Minimum durability 90.0%

5 9-20.1(3) Aggregate 6 Aggregate used to extend the patching mortar shall conform to Section 9-03.1(4) 7 and be AASHTO Grading No. 8. A Manufacturer’s Certificate of Compliance shall 8 be submitted showing the aggregate source and the gradation. Mitigation for Alkali 9 Silica Reaction (ASR) will not be required for the extender aggregate used for 10 concrete patching material. 11 12 9-20.1(4) Water 13 Water shall meet the requirements of Section 9-25.1. The quantity of water shall be 14 within the limits recommended by the repair material manufacturer. 15

16 9-20.2 Specifications 17 This section, including title, is revised to read: 18 19

9-20.2 Patching Material for Concrete Structure Repair 20 Concrete patching material shall be a prepackaged mixture of portland or blended 21 hydraulic cement, aggregate, and admixtures. Fly ash, ground granulated blast furnace 22 slag and microsilica fume may be used. The concrete patching material may be 23 shrinkage compensated. The concrete patching material shall also meet the following 24 requirements: 25 26

• Compressive strength of 6000 psi or higher at 28 days in accordance with 27 AASHTO T 22 (ASTM C 39), unless noted otherwise 28



1 • Bond strength of 250 psi or higher at 28 days or less in accordance with ASTM 2

C 1583 or ICRI 210.3R 3 4 • Shrinkage shall be 0.05 percent (500 microstrain) or lower at 28 days in 5

accordance with AASHTO T 160 (ASTM C 157) as modified by ICRI 320.3R 6 7 • Permeability shall be 2,000 coulombs or lower at 28 days in accordance with 8

AASHTO T 277 (ASTM C 1202) 9 10 • Freeze-thaw resistance shall have a durability factor of 90 percent or higher 11

after a minimum of 300 cycles in accordance with AASHTO T 161 Procedure A 12 (ASTM C 666) 13

14 • Soluble chloride ion limits in Section 6-02.3(2) shall be satisfied 15

16 9-20.2(1) Patching Mortar 17 This section, including title, is deleted in its entirety. 18 19 9-20.2(2) Patching Mortar Extended with Aggregate 20 This section, including title, is deleted in its entirety. 21 22 9-20.5 Bridge Deck Repair Material 23 Item number 3 of the first paragraph is revised to read: 24 25

3. Permeability of less than 2,000 coulombs at 28-days or more in accordance with 26 AASHTO T 277. 27

28 9-21.AP9 29 Section 9-21, Raised Pavement Markers (RPM) 30

January 2, 2018 31

9-21.2 Raised Pavement Markers Type 2 32 This section’s content is deleted. 33 34 9-21.2(1) Physical Properties 35 This section, including title, is revised to read: 36 37

9-21.2(1) Standard Raised Pavement Markers Type 2 38 The marker housing shall contain reflective faces as shown in the Plans to reflect 39 incident light from either a single or opposite directions and meet the requirements of 40 ASTM D 4280 including Flexural strength requirements. 41

42 9-21.2(2) Optical Requirements 43 This section, including title, is revised to read: 44 45

9-21.2(2) Abrasion Resistant Raised Markers Type 2 46 Abrasion Resistant Raised Markers Type 2 shall comply with Section 9-21.2(1) and 47 meet the requirements of ASTM D 4280 with the following additional requirement: The 48 coefficient of luminous intensity of the markers shall be measured after subjecting the 49 entire lens surface to the test described in ASTM D 4280 Section 9.5 using a sand drop 50



apparatus. After the exposure described above, retroreflected values shall not be less 1 than 0.5 times a nominal unblemished sample. 2

3 9-21.2(3) Strength Requirements 4 This section is deleted in its entirety. 5 6 9-26.AP9 7 Section 9-26, Epoxy Resins 8

April 2, 2018 9

9-26.1(2) Packaging and Marking 10 The second paragraph is revised to read: 11 12

Containers shall be identified as “Component A” (contains the Epoxy Resin) and 13 “Component B” (Contains the Curing Agent) and shall show the type, grade, class, and 14 mixing directions as defined by these Specifications. Each container shall be marked by 15 permanent marking with the name of the formulator, the lot or batch number, the date of 16 packaging, expiration date and the quantity contained in pounds or gallons. If the two 17 containers are furnished in a single cartridge, that cartridge shall be marked by 18 permanent marking to the cartridge with the name of the formulator and the lots or batch 19 numbers for both Component A and Component B, the date of packaging, expiration 20 date, and the quantity contained in ounces or milliliters. 21

22 9-28.AP9 23 Section 9-28, Signing Materials and Fabrication 24

April 2, 2018 25

9-28.10 Vacant 26 This section, including title, is revised to read: 27 28

9-28.10 Digital Printing 29 Transparent and opaque durable inks used in digital printed sign messages shall be as 30 recommended by the manufacturer. When properly applied, digital printed colors shall 31 have a warranty life of the base retroreflective sign sheeting. Digital applied colors shall 32 present a smooth surface, free from foreign material, and all messages and borders 33 shall be clear and sharp. Digital printed signs shall conform to 70% of the retroreflective 34 minimum values established for its type and color. Digitally printed signs shall meet the 35 daytime color and luminance, and nighttime color requirements of ASTM D 4956. No 36 variations in color or overlapping of colors will be permitted. Digital printed permanent 37 traffic signs shall have an integrated engineered match component clear protective 38 overlay recommended by the sheeting manufacturer applied to the entire face of the 39 sign. On Temporary construction/maintenance signs printed with black ink only, the 40 protective overlay film is optional, as long as the finished sign has a warranty of a 41 minimum of three years from sign sheeting manufacturer. 42 43 All digital printed traffic control signs shall be an integrated engineered match 44 component system. The integrated engineered match component system shall consist 45 of retroreflective sheeting, durable ink(s), and clear overlay film all from the same 46 manufacturer applied to aluminum substrate conforming to Section 9-28.8. 47 48 The sign fabricator shall use an approved integrated engineered match component 49 system as listed on the Qualified Products List (QPL). Each approved digital printer 50



shall only use the compatible retroreflective sign sheeting manufacturer’s engineered 1 match component system products. 2 3 Each retroreflective sign sheeting manufacturer/integrated engineered match 4 component system listed on the QPL shall certify a department approved sign fabricator 5 is approved to operate their compatible digital printer. The sign fabricator shall re-certify 6 annually with the retroreflective sign manufacturer to ensure their digital printer is still 7 meeting manufacturer’s specifications for traffic control signs. Documentation of each 8 re-certification shall be submitted to the QPL Engineer annually. 9

10 9-28.11 Hardware 11 The last paragraph is revised to read: 12 13

All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and 14 related connecting hardware shall be galvanized in accordance with ASTM F 2329. 15

16 9-28.14(2) Steel Structures and Posts 17 The first sentence of the third paragraph is revised to read: 18 19

Anchor rods for sign bridge and cantilever sign structure foundations shall conform to 20 Section 9-06.5(4), including Supplemental Requirement S4 tested at -20°F. 21

22 In the second sentence of the fourth paragraph, “AASHTO M232” is revised to read “ASTM 23 F 2329”. 24 25 The first sentence of the fifth paragraph is revised to read: 26 27

Except as otherwise noted, steel used for sign structures and posts shall have a 28 controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. 29

30 The last sentence of the last paragraph is revised to read: 31 32

If such modifications are contemplated, the Contractor shall submit a Type 2 Working 33 Drawing of the proposed modifications. 34

35 9-29.AP9 36 Section 9-29, Illumination, Signal, Electrical 37

August 6, 2018 38

9-29.1 Conduit, Innerduct, and Outerduct 39 This section is supplemented with the following new subsection: 40 41

9-29.1(10) Pull Tape 42 Pull tape shall be pre-lubricated polyester pulling tape. The pull tape shall have a 43 minimum width of ½-inch and a minimum tensile strength of 500 pounds. Pull tape may 44 have measurement marks. 45

46 9-29.2(1) Junction Boxes 47 The first paragraph is revised to read: 48 49

For the purposes of this Specification concrete is defined as portland cement or blended 50 hydraulic cement concrete and non-concrete is all others. 51



1 9-29.2(1)A2 Non-Concrete Junction Boxes 2 The first paragraph is revised to read: 3 4

Material for the non-concrete junction boxes shall be of a quality that will provide for a 5 similar life expectancy as portland cement or blended hydraulic cement concrete in a 6 direct burial application. 7

8 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 9 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: 10 11

Slip Resistant Lid ASTM A36 steel Frame ASTM A36 steel Slip Resistant Frame ASTM A36 steel

12 9-29.6 Light and Signal Standards 13 In the first sentence of the third paragraph, “AASHTO M232” is revised to read “ASTM F 14 2329”. 15 16 Item number 2 of the last paragraph is revised to read: 17 18

2. The steel light and signal standard fabricator’s shop drawing submittal, including 19 supporting design calculations, submitted as a Type 2E Working Drawing in 20 accordance with Section 8-20.2(1) and the Special Provisions. 21

22 9-29.6(1) Steel Light and Signal Standards 23 In the second paragraph, “AASHTO M232” is revised to read “ASTM F 2329”. 24 25 The first sentence of the last paragraph is revised to read: 26 27

Steel used for light and signal standards shall have a controlled silicon content of either 28 0.00 to 0.06 percent or 0.15 to 0.25 percent. 29

30 9-29.6(5) Foundation Hardware 31 In the last paragraph, “AASHTO M232” is revised to read “ASTM F 2329”. 32 33 9-29.10(1) Conventional Roadway Luminaires 34 This section is revised to read: 35 36

All conventional roadway luminaires shall meet 3G vibration requirements as described 37 in ANSI C136.31. 38 39 All luminaires shall have housings fabricated from aluminum. The housing shall be 40 painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise 41 specified in the Contract. Painted housings shall withstand a 1,000 hour salt spray test 42 as specified in ASTM B117. 43 44 Each housing shall include a four bolt slip-fitter mount capable of accepting a nominal 2” 45 tenon and adjustable within +/- 5 degrees of the axis of the tenon. The clamping 46 bracket(s) and the cap screws shall not bottom out on the housing bosses when 47 adjusted within the +/- 5 degree range. No part of the slipfitter mounting brackets on the 48



luminaires shall develop a permanent set in excess of 0.2 inch when the cap screws 1 used for mounting are tightened to a torque of 32 foot-pounds. Each luminaire shall 2 include leveling reference points for both transverse and longitudinal adjustment. 3 4 All luminaires shall include shorting caps when shipped. The caps shall be removed and 5 provided to the Contracting Agency when an alternate control device is required to be 6 installed in the photocell socket. House side shields shall be included when required by 7 the Contract. Order codes shall be modified to the minimum extent necessary to include 8 the option for house side shields. 9

10 This section is supplemented with the following new subsections: 11 12

9-29.10(1)A High Pressure Sodium (HPS) Conventional Roadway Luminaires 13 HPS conventional roadway luminaires shall meet the following requirements: 14 15

1. General shape shall be “cobrahead” style, with flat glass lens and full cutoff 16 optics. 17

18 2. Light pattern distribution shall be IES Type III. 19 20 3. The reflector of all luminaires shall be of a snap-in design or secured with 21

screws. The reflector shall be polished aluminum or prismatic borosilicate 22 glass. 23

24 4. Flat lenses shall be formed from heat resistant, high-impact, molded 25

borosilicate or tempered glass. 26 27 5. The lens shall be mounted in a doorframe assembly, which shall be hinged to 28

the luminaire and secured in the closed position to the luminaire by means of 29 an automatic latch. The lens and doorframe assembly, when closed, shall 30 exert pressure against a gasket seat. The lens shall not allow any light output 31 above 90 degrees nadir. Gaskets shall be composed of material capable of 32 withstanding the temperatures involved and shall be securely held in place. 33

34 6. The ballast shall be mounted on a separate exterior door, which shall be 35

hinged to the luminaire and secured in the closed position to the luminaire 36 housing by means of an automatic type of latch (a combination hex/slot 37 stainless steel screw fastener may supplement the automatic-type latch). 38

39 7. Each luminaire shall be capable of accepting a 150, 200, 250, 310, or 400 watt 40

lamp complete and associated ballast. Lamps shall mount horizontally. 41 42 9-29.10(1)B Light Emitting Diode (LED) Conventional Roadway Luminaires 43 LED Conventional Roadway Luminaires are divided into classes based on their 44 equivalent High Pressure Sodium (HPS) luminaires. Current classes are 200W, 250W, 45 310W, and 400W. LED luminaires are required to be pre-approved in order to verify 46 their photometric output. To be considered for pre-approval, LED luminaires must meet 47 the requirements of this section. 48 49 LED luminaires shall include a removable access door, with tool-less entry, for access 50 to electronic components and the terminal block. The access door shall be removable, 51 but include positive retention such that it can hang freely without disconnecting from the 52



luminaire housing. LED drivers may be mounted either to the interior of the luminaire 1 housing or to the removable door itself. 2 3 LED drivers shall be removable for user replacement. All internal modular components 4 shall be connected by means of mechanical plug and socket type quick disconnects. 5 Wire nuts may not be used for any purpose. All external electrical connections to the 6 luminaire shall be made through the terminal block. 7 8 LED luminaires shall include a 7-pin NEMA photocell receptacle. The LED driver(s) 9 shall be dimmable from ten volts to zero volts. LED output shall have a Correlated Color 10 Temperature (CCT) of 4000K nominal (4000-4300K) and a Color Rendering Index (CRI) 11 of 70 or greater. LED output shall be a minimum of 85% at 75,000 hours at 25 degrees 12 Celsius. 13 14 LED luminaires shall be available for 120V, 240V, and 480V supply voltages. Voltages 15 refer to the supply voltages to the luminaires present in the field. LED power usage shall 16 not exceed the following maximum values for the applicable wattage class: 17 18

Class Max. Wattage

200W 110W 250W 165W 310W 210W 400W 275W

19 Only one brand of LED conventional roadway luminaire may be used on a Contract. 20 They do not necessarily have to be the same brand as any high-mast, underdeck, or 21 wall-mount luminaires when those types of luminaires are specified in the Contract. 22 LED luminaires shall include a standard 10 year manufacturer warranty. 23 24 The list of pre-approved LED Conventional Roadway Luminaires is available at 25 http://www.wsdot.wa.gov/Design/Traffic/ledluminaires.htm. 26

27 9-29.10(2) Decorative Luminaires 28 This section, including title, is revised to read: 29 30

9-29.10(2) Vacant 31 32 9-29.12 Electrical Splice Materials 33 This section is supplemented with the following new subsections: 34 35

9-29.12(3) Splice Enclosures 36 9-29.12(3)A Heat Shrink Splice Enclosure 37 Heat shrink splice enclosures shall be medium or heavy wall cross-linked 38 polyolefin, meeting the requirements of AMS-DTL-23053/15, with thermoplastic 39 adhesive sealant. Heat shrink splices used for “wye” connections require rubber 40 electrical mastic tape. 41 42 9-29.12(3)B Molded Splice Enclosure 43 Molded splice enclosures shall use epoxy resin in a clear rigid plastic mold. The 44 material used shall be compatible with the insulation material of the insulated 45 conductor or cable. The component materials of the resin insulation shall be 46 packaged ready for convenient mixing without removing from the package. 47



1 9-29.12(4) Re-Enterable Splice Enclosure 2 Re-enterable splice enclosures shall use either dielectric grease or a flexible resin 3 contained in a two-piece plastic mold. The mold shall either snap together or use 4 stainless steel hose clamps. 5 6 9-29.12(5) Vinyl Electrical Tape for Splices 7 Vinyl electrical tape in splicing applications shall meet the requirements of MIL-I-8 24391C. 9

10 9-29.12(1) Illumination Circuit Splices 11 This section is revised to read: 12 13

Underground illumination circuit splices shall be solderless crimped connections 14 capable of securely joining the wires, both mechanically and electrically, as defined in 15 Section 8-20.3(8). Aerial illumination splices shall be solderless crimp connectors or 16 split bolt vice-type connectors. 17

18 9-29.12(1)A Heat Shrink Splice Enclosure 19 This section is deleted in its entirety. 20 21 9-29.12(1)B Molded Splice Enclosure 22 This section is deleted in its entirety. 23 24 9-29.12(2) Traffic Signal Splice Material 25 This section is revised to read: 26 27

Induction loop splices and magnetometer splices shall use an uninsulated barrel-type 28 crimped connector capable of being soldered. 29

30 9-29.16(2)E Painting Signal Heads 31 In the first sentence, “Federal Standard 595” is revised to read “SAE AMS Standard 595”. 32 33 9-29.17 Signal Head Mounting Brackets and Fittings 34 In the first paragraph, item number 2 under Stainless Steel is revised to read: 35 36

2. Bands or cables for Type N mount. 37 38 9-29.20 Pedestrian Signals 39 In item 2C of the second paragraph, “Federal Standard 595” is revised to read “SAE AMS 40 Standard 595”. 41 42 9-29.24 Service Cabinets 43 The third sentence of item number 6 is revised to read: 44 45

The dead front cover shall have cutouts for the entire breaker array, with blank covers 46 where no circuit breakers are installed. 47

48 Item number 8 is revised to read: 49 50

8. Lighting contactors shall meet the requirements of Section 9-29.24(2). 51



1 The last sentence of item number 10 is revised to read: 2 3

Dead front panels shall prevent access to any exposed, live components, and shall 4 cover all equipment except for circuit breakers (including blank covers), the photocell 5 test/bypass switch, and the GFCI receptacle. 6

7 9-29.24(2) Electrical Circuit Breakers and Contactors 8 This section is revised to read: 9 10

All circuit breakers shall be bolt-on type, with the RMS-symmetrical interrupting capacity 11 described in this Section. Circuit breakers for 120/240/277 volt circuits shall be rated at 12 240 or 277 volts, as applicable, with an interrupting capacity of not less than 10,000 13 amperes. Circuit breakers for 480 volt circuits shall be rated at 480 volts, and shall have 14 an interrupting capacity of not less than 14,000 amperes. 15 16 Lighting contactors shall be rated for tungsten or ballasted (such as sodium vapor, 17 mercury vapor, metal halide, and fluorescent) lamp loads. Contactors for 120/240/277 18 volt circuits shall be rated at 240 volts maximum line to line voltage, or 277 volts 19 maximum line to neutral voltage, as applicable. Contactors for 480 volt circuits shall be 20 rated at 480 volt maximum line to line voltage. 21

22 9-33.AP9 23 Section 9-33, Construction Geosynthetic 24

August 6, 2018 25

9-33.4(1) Geosynthetic Material Approval 26 The second sentence of the first paragraph is revised to read: 27 28

If the geosynthetics material is not listed in the current WSDOT QPL, a Manufacturer’s 29 Certificate of Compliance including Certified Test Reports of each proposed 30 geosynthetic shall be submitted to the State Materials Laboratory in Tumwater for 31 evaluation. 32


Geosynthetics used as reinforcement in permanent geosynthetic retaining walls, 36 reinforced slopes, reinforced embankments, and other geosynthetic reinforcement 37 applications require proof of compliance with the National Transportation Product 38 Evaluation Program (NTPEP) in accordance with AASHTO Standard Practice R 69, 39 Standard Practice for Determination of Long-Term Strength for Geosynthetic 40 Reinforcement. 41

42 9-34.AP9 43 Section 9-34, Pavement Marking Material 44

January 2, 2018 45

9-34.2(2) Color 46 Each reference to “Federal Standard 595” is revised to read “SAE AMS Standard 595”. 47 48 9-34.2(5) Low VOC Waterborne Paint 49 The heading “Standard Waterborne Paint” is supplemented with “Type 1 and 2”. 50



1 The heading “High-Build Waterborne Paint” is supplemented with “Type 4”. 2 3 The heading “Cold Weather Waterborne Paint” is supplemented with “Type 5”. 4 5 In the row beginning with “° @90°F”, each minimum value is revised to read “60”. 6 7 In the row beginning with “Fineness of Grind, (Hegman Scale)”, each minimum value is 8 revised to read “3”. 9 10 The last four rows are replaced with the following: 11 12

Vehicle Composition ASTM D 2621

100% acrylic emulsion 100% cross-linking acrylic4

100% acrylic emulsion

Freeze-Thaw Stability, KU

ASTM D 2243 and D 562

@ 5 cycles show no coagulation or change in viscosity greater than ± 10 KU



Heat Stability ASTM D 5622 ± 10 KU from the initial viscosity

± 10 KU from the initial viscosity

± 10 KU from the initial Viscosity

Low Temperature Film Formation

ASTM D 28053

No Cracks* No Cracks

Cold Flexibility5 ASTM D522 Pass at 0.5 in mandrel*

Test Deck Durability6 ASTM D913 ≥70% paint retention in wheel track*

Mud Cracking (See note 7) No Cracks No Cracks

13 After the preceding Amendments are applied, the following new column is inserted after the 14 “Standard Waterborne Paint Type 1 and 2” column: 15

16 Semi-Durable Waterborne Paint Type 3

White Yellow

Min. Max. Min. Max.

Within ± 0.3 of qualification sample

80 95 80 95

60 60

77 77

65 65

43 43

1.25 1.25

3 3

0.98 0.96

88 50

100° 100°

9.5 9.5

10 10

100% acrylic emulsion


± 10 KU from the initial viscosity

No Cracks

Pass at 0.25 in mandrel



≥70% paint retention in wheel track

No Cracks

1 The footnotes are supplemented with the following: 2 3

4Cross-linking acrylic shall meet the requirements of federal specification TT-P-1952F 4 Section 3.1.1. 5 6 5Cold Flexibility: The paint shall be applied to an aluminum panel at a wet film thickness 7 of 15 mils and allowed to dry under ambient conditions (50±10% RH and 72±5 ˚F) for 24 8 hours. A cylindrical mandrel apparatus (in accordance with ASTM D522 method B) shall 9 be put in a 40°F refrigerator when the paint is drawn down. After 24 hours, the 10 aluminum panel with dry paint shall be put in the 40°F refrigerator with the mandrel 11 apparatus for 2 hours. After 2 hours, the panel and test apparatus shall be removed and 12 immediately tested to according to ASTM D522 to evaluate cold flexibility. Paint must 13 show no evidence of cracking, chipping or flaking when bent 180 degrees over a 14 mandrel bar of specified diameter. 15 16 6NTPEP test deck, or a test deck conforming to ASTM D713, shall be conducted for a 17 minimum of six months with the following additional requirements: it shall be applied at 18 15 wet mils to a test deck that is located at 40N latitude or higher with at least 10,000 19 ADT and which was applied during the months of September through November. 20 21 7Paint is applied to an approximately 4”x12” aluminum panel using a drawdown bar with 22 a 50 mil gap. The coated panel is allowed to dry under ambient conditions (50±10% RH 23 and 72±5 ˚F) for 24 hours. Visual evaluation of the dry film shall reveal no cracks. 24

25 9-34.3 Plastic 26 In the first sentence of the last paragraph, “Federal Standard 595” is revised to read “SAE 27 AMS Standard 595”. 28 29 9-34.3(2) Type B – Pre-Formed Fused Thermoplastic 30 In the last two paragraphs, each reference to “Federal Standard 595” is revised to read “SAE 31 AMS Standard 595”. 32 33 9-34.7(1) Requirements 34 The first paragraph is revised to read: 35 36

Field performance evaluation is required for low VOC solvent-based paint per Section 9-37 34.2(4), Type A – liquid hot applied thermoplastic per Section 9-34.3(1), Type B – 38 preformed fused thermoplastic per Section 9-34.3(2), Type C – cold applied preformed 39 tape per Section 9-34.3(3), and Type D – liquid applied methyl methacrylate per Section 40 9-34.3(4). 41

42 The last paragraph is deleted. 43 44 9-34.7(1)C Auto No-Track Time 45 The first paragraph is revised to read: 46 47

Auto No-Track Time will only be required for low VOC solvent-based paint in 48 accordance with Section 9-34.2(4). 49

50



The second and third sentences of the second paragraph are deleted. 1 2


PART 5.

PROPERTY RELEASE FORM


PROPERTY RELEASE FORM

Property Owner’s Name and Address

DATE: I,

(Property Owner)

owner of (Location /Address of Property)

hereby release , from any property

(Contractor) Damage or personal injury resulting from construction adjacent to my property located at , during construction

(Property address) of the OAK HARBOR WATER TRANSMISSION PROJECTS - ROCK BRIDGE

INTERTIE. My signature below is my acknowledgement and acceptance that my property, as identified above, was returned to a satisfactory condition.

Name:

Signed:

Address:

Phone:

PRF-1


PART 6.

PLANS


APPENDIX A

Permits


APPENDIX B

Cultural Resources Report &

Inadvertent Discovery Protocol (IDP)


CULTURAL RESOURCES REPORT COVER SHEET Authors: Robert H. Gargett and Laura M. Syvertson Title of Report: Archaeological Overview and Investigation Report: City of Oak Harbor 24-inch

Water Main Project, Island County, Washington

Date of Report: April 20, 2018 County: Island Township: 32 N Range: 01 E Section: 23, 24, 26, 35 Township: 32 N Range: 02 E Section: 5, 7, 8, 18 Township: 33N Range: 02 E Section: 2, 11, 13, 14, 23, 24 Quad: Anacortes South, Deception Pass Acres: approximately 89 PDF of report submitted (REQUIRED) Yes Historic Property Inventory Forms to be Approved Online? Yes No Archaeological Site(s)/Isolate(s) Found or Amended? Yes No TCP(s) found? Yes No Replace a draft? Yes No Satisfy a DAHP Archaeological Excavation Permit requirement? Yes # No Were Human Remains Found? Yes DAHP Case # No DAHP Archaeological Site #:


ARCHAEOLOGICAL OVERVIEW AND INVESTIGATION REPORT: CITY OF OAK HARBOR 24-INCH WATER MAIN PROJECT, ISLAND COUNTY, WASHINGTON

Prepared for: Carollo Engineers under contract to the City of Oak Harbor

April 20, 2018 Prepared by:

1229 Cleveland Avenue, Mount Vernon, Washington 98273 • Tel 360-826-4930 • Fax 360-826-4830 • www.equinoxerci.com


ERCI—City of Oak Harbor 24-in water main ii

CREDITS AND ACKNOWLEDGMENTS PROJECT COORDINATOR .................................................................................... Kelly R. Bush, MA

REPORT AUTHORS ......................................... Laura M. Syvertson, MS and Robert H. Gargett, PhD,

GRAPHICS ..................................................................................................................... Karen Toor, BS

FIELD RESEARCHERS ......................................................................................... Laura M. Syvertson

PROJECT CONTACT ..................................................................... Erik Waligorski, Carollo Engineers

LEAD AGENCY ................................................................................................ Washington State Parks

TRIBAL CONTACTS ..................................................................... Jackie Ferry, Samish Indian Nation

............................................................................................ Kerry Lyste, Stillaguamish Tribe of Indians

........................................................................................................... Dennis Lewarch, Suquamish Tribe

..................................................................... Josephine Jefferson, Swinomish Indian Tribal Community

....................................................................................... Richard Young and Gene Enick, Tulalip Tribes

............................................................................................... Scott Schuyler, Upper Skagit Indian Tribe

DAHP CONTACTS ................................................................................................. Dr. Robert Whitlam

Equinox Research and Consulting International Inc. (ERCI) would like to thank Carollo Engineers and the City of Oak Harbor for retaining us for this investigation and for their commitment to the process and archaeological resources. We extend our thanks to the representatives of Samish Indian Nation, Stillaguamish Tribe of Indians, Suquamish Tribe, Swinomish Indian Tribal Community, Tulalip Tribes and the Upper Skagit Indian Tribe for their insights and timely attention to our projects. The opinions and recommendations in this report are those of ERCI alone and do not necessarily reflect those held by any of the organizations or individuals mentioned above. Any errors or omissions are ERCI’s responsibility.


ERCI—City of Oak Harbor 24-in water main iii

MANAGEMENT SUMMARY Project Carollo Engineers: Oak Harbor Transmission Main County Skagit, Island TRS Township 32N, Range 02E, Section 5, 7, 8, 18

Township 32N, Range 01E, Section 23, 24, 26, 35 Township 33N, Range 02E, Section 2 11, 13, 14, 23, 24

Quad Anacortes South, Deception Pass, Oak Harbor Parcel ID (Ault Field Parcels) R13314-264-2640, R13323-270-2730 Address ROW SR 20 from Cascade Loop to Monkey Hill Rd, Monkey Hill Rd to

NAS Whidbey Island Ault Field Property Owner United States of America Area ~89 acres

Lat/Long N Extent: 48° 27′ 45″ N/ 122° 34′ 50″ W Central: 48° 24′ 27″ N/ 122° 38′ 41″ W S Extent: 48° 19′ 49″ N/ 122° 39′ 15″ W

UTM Zone N Extent: Zone 10 531008 Easting 5367792 Northing Central: Zone 10 526293 Easting 5361655 Northing

S Extent: Zone 10 5225632 Easting 5353068 Northing Elevation 15-250′ Nearest Water Body Fidalgo Bay, Lake Campbell, Pass Lake, Deception Pass, Cranberry Lake Nearest Arch Site 45SK143 - adjacent Soils Bozarth-Pilepoint complex; Cady-Doeby-Rock Outcrop complex; Clallam

gravelly loam; Coveland gravelly loam; Coveland loam, cool; Doebay, moist-Cady-Rock Outcrop complex; Elwha-Zylstra-Morancreek, cool,

complex; Everett-Alderwood complex; Everett sandy loam; Fidalgo-Lithic Xerocrepts-Rock Outcrop complex; Hoypus sandy loam; Indianola loamy

sand; Laconner very gravelly loamy sand; Mitchellbay gravelly sandy loam; Pits, gravel; Semiahmoo muck; Shalcar muck; Sholander, cool-

Limepoint complex; Sholander, cool-Speiden complex; Suica loamy sand; Swinomish-Fidalgo-Rock Outcrop complex; Urban Land-Coupeville-Coveland, cool complex; Whidbey gravelly loam; Whidbey-Hoypus complex; Whistle-Fidalgo-Rock Outcrop complex; Zylstra-Frostad

complex Geology Cretaceous-Jurassic: argillite, metasedimentary rocks, volcaniclastic

deposits or rocks; Holocene: artificial fill, including modified land; Jurassic: intrusive rocks, undivided, volcanic rocks; Pleistocene:

continental glacial drift, continental glacial outwash, continental glacial till, glaciomarine drift

In August 2017 Erik Waligorski, P.E., of Carollo Engineers contacted Kelly R. Bush of Equinox Research and Consulting International Inc. (ERCI) to prepare a cultural resources overview and assessment of the risk of encountering cultural resources during a City of Oak Harbor (the City) project to complete a condition assessment of a 24-inch drinking-water main (the Project) that follows State Route 20 (SR 20) from Fidalgo Bay to Monkey Hill, then south across country to Ault Field Road, and along Ault Field Road as far as Goldie Road on Naval Air Station Whidbey Island (NASWI), in Island County Washington. The condition assessment may include minor ground disturbing activities, including excavation to expose the water main in select locations. The City has not completed the condition assessment plan so we considered the entire Project area in this risk assessment.


ERCI—City of Oak Harbor 24-in water main iv

In addition, this report includes the results of ERCI’s archaeological investigation of one area where a proposed water-line intertie will be constructed where the Discovery Trail crosses SR 20 in Deception Pass State Park. That work will take place in the SR 20 road right of way (ROW) for 45 feet on either side of SR 20. This part of the Project includes excavation to connect existing water lines on either side of SR 20. These results can be found in Section 6.2. The combined pedestrian survey and shovel testing effort was carried out on February 16, 2018. Shovel testing and pedestrian survey were conducted judgmentally due to dense vegetation. Ground visibility was low from the dense vegetation and the gravelling of the Discovery trail. In all, ERCI excavated ten shovel tests. No protected cultural resources were encountered during this part of the Project. No protected cultural resources were identified during our fieldwork that might be impacted by the proposed project. The management recommendations that we are now providing are based on our findings from this initial investigation. We recommend that:

1. The greater project area runs through many high probability zones along the route and we believe that when the final condition assessment plan is in place the high probability locations should be shovel tested ahead of time.

2. Any geotechnical investigations or other ground disturbing activities, including at the intertie location, associated with the design of this project should be monitored by a professional archaeologist and that data collected should be used to help assess the risk to the rest of the project. This will require a monitoring plan to be developed. The monitoring plan should have the UDP incorporated into the plan.

3. An Unanticipated Discoveries Protocol (UDP) training should be given to all contractors working on this project and a copy of the Unanticipated Discoveries Protocol (UDP) to be kept on site at all times

4. The final design of the condition assessment and the intertie construction design be reviewed by an archaeologist to determine if based on any shovel testing projects or other data gathering opportunities have provided more data to determine where we should shovel test ahead of time or develop a monitoring plan to monitor some areas.

5. In the event that any ground-disturbing activities or other project activities related to this development or in any future development uncover protected cultural material (e.g., bones, shell, stone or antler tools), all work in the immediate vicinity should stop, the area should be secured and any equipment moved to a safe distance away from the location. The on-site superintendent should then follow the steps specified in the UDP.

6. In the event that any ground-disturbing activities or other project activities related to this development or in any future development uncover human remains, all work in the immediate vicinity should stop, the area should be secured and any equipment moved to a safe distance away from the location. The on-site superintendent should then follow the steps specified in the UDP.


ERCI—City of Oak Harbor 24-in water main v

CONTENTS CREDITS AND ACKNOWLEDGMENTS ........................................................................................... ii MANAGEMENT SUMMARY............................................................................................................. iii FIGURES .............................................................................................................................................. vi TABLES ............................................................................................................................................... vii 1.0 INTRODUCTION ............................................................................................................................ 1 2.0 REGULATORY FRAMEWORK .................................................................................................... 4 3.0 TRIBAL CONSULTATION ............................................................................................................ 5 4.0 BACKGROUND .............................................................................................................................. 5

4.1 Physical Environment ................................................................................................................ 5

4.1.1 Pleistocene geology and geomorphology .............................................................................. 5

4.1.2 Soils ....................................................................................................................................... 7

4.1.3 Climate and vegetation .......................................................................................................... 8

4.2 Cultural Environment ................................................................................................................ 8

4.2.1 Archaeological cultures ......................................................................................................... 8

4.2.2 Salish Ethnography and Ethnohistory ................................................................................. 11

4.2.3 Exploration and Immigration .............................................................................................. 16

4.3 Previous Archaeology .............................................................................................................. 23

4.3.1 Previously Recorded Archaeological Sites .......................................................................... 23

4.3.2 Previous Cultural Resources Surveys .................................................................................. 25

4.3.3 National Register Properties ................................................................................................ 27

4.4 Archaeological Expectations ................................................................................................... 28

5.0 METHODS ..................................................................................................................................... 28 5.1 Archival Research .................................................................................................................... 28

5.2 Fieldwork ................................................................................................................................. 28

6.0 RESULTS ....................................................................................................................................... 29 6.1 Overview Assessment .............................................................................................................. 29

6.2 High Probability Zones ............................................................................................................ 30

6.1.1 Fern Hill Cemetery .............................................................................................................. 30

6.1.2 Campbell and Pass Lakes .................................................................................................... 30

6.1.3 Discovery Trail .................................................................................................................... 30

6.1.4 Cornet Bay to Cranberry Lake............................................................................................. 34

6.1.5 Skagit Bay to Puget Sound—Clover Valley ........................................................................ 34

6.2 Intertie Assessment .................................................................................................................. 34

6.2.1 Pedestrian Survey ................................................................................................................ 34

6.2.2 Subsurface Survey ............................................................................................................... 34

6.3 Discussion ................................................................................................................................ 43

7.0 MANAGEMENT RECOMMENDATIONS .................................................................................. 43 8.0 REFERENCES CITED .................................................................................................................. 44


ERCI—City of Oak Harbor 24-in water main vi

9.0 APPENDICES ................................................................................................................................ 61 Appendix 1: Shovel Test Descriptions, Particle Size Classes and Matrix Descriptions ................ 61

Appendix 2: Photograph Log ......................................................................................................... 62

Appendix 3: Unanticipated Discovery Protocol ............................................................................ 64

FIGURES Figure 1: Regional Map illustrating approximate Project area location. ................................................ 1 Figure 2: USGS Anacortes South and Deception Pass 7.5-minute quadrangle maps showing the Project area in red. .............................................................................................................................................. 2 Figure 3: Aerial photograph showing Project area in red. ...................................................................... 2 Figure 4: Skagit and Island County Assessors' map showing Project area in red. ................................. 3 Figure 5: Lidar map of Whidbey and Fidalgo Islands with Project area shown in red. ......................... 4 Figure 6: Map showing Waterman's place names (after Waterman 1920). .......................................... 12 Figure 7: Example of a seasonal house, “Mat House—Skokomish” (1912) by Curtis (Northwestern University Library 2003b). ................................................................................................................... 15 Figure 8: Examples of the kind of baskets made by Coast Salish people, “Puget Sound Baskets” (1912) by Edward S. Curtis (Northwestern University Library 2003c). .......................................................... 15 Figure 9: Example of the kind of weaving done by Coast Salish people, “Goat-hair Blanket—Cowichan” (1912) by Curtis (Northwestern University Library 2003a). ............................................. 16 Figure 10: 1858 GLO map showing the Deception Pass military reserve outlined in pink. ................ 19 Figure 11: The unfinished bridge arms, taken from Neil 1999:50. ...................................................... 20 Figure 12: CCC Stone Bridge Construction to create underpass under Highway 20. .......................... 20 Figure 13: CCC Stone Bridge Construction to create underpass under Highway 20. .......................... 21 Figure 14: CCC Stone Bridge Construction to create underpass under Highway 20. .......................... 21 Figure 15: CCC Stone Bridge Construction to create underpass under Highway 20. .......................... 22 Figure 16: CCC Stone Bridge Construction to create underpass under Highway 20. .......................... 22 Figure 17:CCC Stone Bridge Construction to create underpass under Highway 20. ........................... 23 Figure 18: Sketch Map showing Project area (red), with blue representing high-probability zones. ... 31 Figure 19: Sketch map of the Project area’s northern portion showing where subsurface survey has occurred in the past. .............................................................................................................................. 32 Figure 20: Sketch map of the Project area’s southern portion showing where subsurface survey has occurred in the past. .............................................................................................................................. 33 Figure 21: USGS Deception Pass 7.5-minute quadrangle map with the intertie Project area outlined in red. ........................................................................................................................................................ 35 Figure 22: Aerial map showing the intertie Project area outlined in red. ............................................. 35 Figure 23: Assessor’s map showing the intertie Project area outlined in red. ...................................... 36 Figure 24: Lidar map showing the intertie Project area outlined in red. .............................................. 36 Figure 25: Engineer's map showing the intertie Project area in red. .................................................... 37 Figure 26: Map of pedestrian survey transects in black dashed lines with the intertie Project area in red. .............................................................................................................................................................. 38 Figure 27: View west, intertie Project overview showing stone bridge and trail sign. ........................ 39 Figure 28: View east, intertie Project overview showing stone bridge and utility access. ................... 39 Figure 29: Map showing ST locations with the intertie Project area outlined in red. .......................... 40 Figure 30: ST 5 Profile. ........................................................................................................................ 41 Figure 31: View south, ST 8 Profile. .................................................................................................... 42 Figure 32: View north, ST 3 Profile. .................................................................................................... 42 Figure 33: Example of historic glass artifacts for UDP. ....................................................................... 65 Figure 34: Example of historic solder dot can for UDP ....................................................................... 65


ERCI—City of Oak Harbor 24-in water main vii

Figure 35: Example of protected shell midden for UDP. ..................................................................... 66 Figure 36: Example of protected rock lined hearth feature for UDP. .................................................. 66 Figure 37: Example of projectile point for UDP. ................................................................................. 67 Figure 38: Example of protected worked bone and spines for UDP. ................................................... 67 Figure 39: Example of protected adze blade for UDP. ......................................................................... 68 Figure 40: Example of stone tool for UDP. .......................................................................................... 68 Figure 41: Example of stone tool for UDP. .......................................................................................... 69 Figure 42: Example of bone awl for UDP. ........................................................................................... 69 Figure 43: Example of worked bone, beak and spines for UDP. ......................................................... 70 Figure 44: Example of cedar bark basketry for UDP. .......................................................................... 70

TABLES Table 1: Place names and translations from Waterman (1920). Map numbers refer to Figure 6. Places nearest the Project area are highlighted. ............................................................................................... 12 Table 2: Previously recorded archaeological sites within three quarter miles of the Project area. ...... 24 Table 3: Previous cultural resource reports on file with DAHP. .......................................................... 26 Table 4: National Register Properties on file with DAHP. .................................................................. 27


ERCI—City of Oak Harbor 24-in water main 1

1.0 INTRODUCTION In August 2017 Erik Waligorski, P.E., of Carollo Engineers contacted Kelly R. Bush of Equinox Research and Consulting International Inc. (ERCI) to prepare a cultural resources overview and assessment of the risk of encountering cultural resources during a City of Oak Harbor (the City) project to complete a condition assessment of a 24-inch drinking-water main (the Project) that follows State Route 20 (SR 20) from Fidalgo Bay to Monkey Hill, then south across country to Ault Field Road, and along Ault Field Road as far as Goldie Road on Naval Air Station Whidbey Island (NASWI), in Island County Washington (Figure 1 to Figure 5). The condition assessment may include minor ground disturbing activities, including excavation to expose the water main in select locations. At the time of writing the condition assessment plan is not complete. This report assessed the risk of encountering archaeological resources along the entire length of the project. Based on background research, including knowledge of the previous archaeological work in the area see Section 6.1. In addition, this report includes the results of ERCI’s archaeological investigation of one area where a proposed water-line intertie will be constructed where the Discovery Trail crosses SR 20 in Deception Pass State Park. That work will take place in the SR 20 road right of way (ROW) for 45 feet on either side of SR 20. This part of the Project includes excavation to connect existing water lines on either side of SR 20. These results can be found in Section 6.2.

Figure 1: Regional Map illustrating approximate Project area location.



Figure 2: USGS Anacortes South and Deception Pass 7.5-minute quadrangle maps showing the Project area in red.

Figure 3: Aerial photograph showing Project area in red.



Figure 4: Skagit and Island County Assessors' map showing Project area in red.



Figure 5: Lidar map of Whidbey and Fidalgo Islands with Project area shown in red.

2.0 REGULATORY FRAMEWORK The State Environmental Policy Act (SEPA) requires that all major actions sponsored, funded, permitted, or approved by state or local agencies, or both, undergo planning to ensure environmental considerations—such as impacts on historic and cultural resources—are given due weight in decision-making. State implementing regulations are in Washington Administrative Codes (WAC) 197-11 and WAC 468-12 (Washington State Department of Transportation). SEPA procedures are given at WAC197-11 Part Four. Washington State protects archaeological sites with several state laws, including the Revised Code of Washington (RCW) 27.53—Archaeological Sites and Resources and RCW 27.44—Indian Graves and Records. These laws require that consideration be given to archaeological resources during construction and development activities. RCW 27.44 also strictly mandates the protection of human skeletal remains and imposes a duty to notify law enforcement in the case of inadvertent discovery.

Governor’s executive order 05-05 was signed in November of 2005 and recognized the rich and diverse cultural heritage of Washington State. This order requires that state agencies consult with the Department of Archaeology and Historic Preservation (DAHP) and affected Tribes into the planning process for any capital construction projects or land acquisition projects for the purpose of capital construction. This executive order recognizes DAHP as the environmental agency with special



expertise in cultural resources (WAC 197-11.920). Consultation is the responsibility of the State agency with the capitol construction project and requires a face to face meeting with affected Tribes (EO 05-05 1b). Consultation with DAHP can be informal or formal and may require background research and/or field work to identify and evaluate archaeological sites or Historic Properties for eligibility to the State or Federal Register. If any of these resources are identified, reasonable steps must be taken to avoid, minimize or mitigate effects to these resources. Although some projects are exempted from investigation the best risk management is done early in the planning stages of a project. Typically, the only projects that do not trigger an investigation are those used to refinance an existing loan or those from a revolving fund. The goal of this legislation was to help state agencies lead by example and to provide some consistency in the planning processes between the federal and state regulations. To help streamline review time, and to provide a framework for the resolution of concerns by affected Tribes on any state funded or permitted project or projects on state lands. Washington State Parks as the land owner for the Intertie location is responsible for consultation on that work and distribution of this report to the appropriate parties.

3.0 TRIBAL CONSULTATION The Samish Indian Nation, Stillaguamish Tribe of Indians, Swinomish Indian Tribal Community (SITC), Upper Skagit Indian Tribe (USIT) and Tulalip Tribes are concerned about development in the Project area and will require detailed development descriptions to adequately review the project.

Over the years, in discussions between Kelly Bush and Tribal representatives, it is clear that the Tribes consider this area to be culturally and historically significant, and are concerned about the effects of development.

4.0 BACKGROUND Any archaeological undertaking requires knowledge of the physical surroundings (and their evolution) and the duration and kind of human activity in any given area. From this knowledge, archaeologists are able to develop the current best method to carry out field investigations. For example, environmental factors play an important role in the location and preservation of archaeological sites. Sediments and soils are of particular interest to cultural resource managers because they can be used for reconstructing past landscapes and landscape evolution, in estimating the age of surfaces and depositional episodes and providing physical and chemical indicators of human occupation (Holliday 1992).

4.1 Physical Environment The Project area comprises the State Route 20 (SR 20) corridor between Fidalgo Bay and Ault Field Road, and along Ault Field Road as far as Goldie Road.

Previous disturbance to the Project area includes • Logging and associated disturbance • Fill and sediment redistribution for bridge construction • Construction of SR 20 and associated infrastructure • Construction of residences and commercial properties and associated infrastructure

4.1.1 Pleistocene geology and geomorphology For most of the last 2.6 million years—the Pleistocene Epoch—the Earth underwent drastic shifts in global temperature caused by periodic variations in the Earth’s orbital eccentricity, axial tilt and



precession. The result has been 11 “ice ages,” during which almost 30 percent of the world’s land surface was covered by sheets of ice as much as 3 kilometers (km) thick. The most recent of these glacial stages began in earnest nearly 70,000 years ago, and came to a close barely 11,700 years ago—the beginning of the Holocene Epoch (Porter and Swanson 1998). Archaeological evidence supports an inference that the first humans entered the Americas as the most recent deglaciation progressed, and that by about 10,500 years ago, humans had populated North and South America from the Arctic Ocean to Tierra del Fuego.

As the last cold stage intensified, high-altitude valley glaciers grew in depth and extent, and through a process of coalescence formed the Cordilleran Ice Sheet, centered over the Pacific Northwest’s mountain ranges: Coast Mountains, Cascade Range, Olympic Mountains, Columbia Mountains and Rocky Mountains. Further east in North America, ice simply accumulated in place, creating the Laurentide ice sheet, centered over Hudson Bay. During the cold periods (‘glacials’ or ‘glaciations’) so much of the world’s water was stored as ice that global sea level dropped by as much as 150 meters (almost 500 feet). At the same time, beneath the ice Earth’s crust was depressed by the enormous weight. Thus, during the last glaciation, much of what is now the coastline was below present-day sea level. The most recent glacial period—the Fraser Glaciation—began about 25,000 years ago and ended by about 10,000. In that time the ice advanced and retreated twice in what is now the area of Puget Sound, first during the Everson Creek Stade and most recently in the Vashon Stade (Easterbrook 1986). At the height of the Vashon Stade—about 17,500 years ago—the Project area was under as much as 2 km of glacial ice (Porter and Swanson 1998:206).

As the ice sheets finally retreated the land rebounded and sea level rose. The precise timing of sea-level stabilization (eustacy) and the rate of post-glacial rebound (isostacy) varied from place to place due to a complex interplay between the underlying geology and the surficial geological processes that predominated at any given location. In the Pacific Northwest, most of the coastline has been within a few meters of present-day sea level for about the last 6,000 years (Anundsen et al. 1994), while in the northernmost parts of the Northern Hemisphere the land is still rebounding (Thorson 1980, 1989). Yet, in the Hakai Passage region of the central British Columbia coast, due to the particulars of geology and movement of the receding ice sheet, sea level has been relatively stable for most of the past 15,000 years (McLaren et al. 2014).

In the Salish Sea the picture is equally complex. Due to the gradual south-to-north progression of deglaciation and the relatively rapid rise of sea level in the early postglacial period, sea level in the southern Puget Sound was about 40 meters below its present elevation by 8,000 years ago (Thorson 1989). By contrast, in the northern Puget Sound at the same time, sea level was only about 10 m below its present elevation (Clague 1983; Easterbrook 1963; Kelsey et al. 2004; Thorson 1989).

Across the globe, sea level has been rising gradually since about 8,000 years ago. By about 5,000 years ago, sea level across Puget Sound was about 2 to 3 m below its present level; it reached its present-day elevation only in the last 1,500 years or so (Kelsey et al. 2004; Sherrod et al. 2000). For all these reasons, even though people have been in the region for 10,000 or more years, evidence for human occupation near the present Puget Sound coastline dates to the time since sea level stabilized at or near its present elevation. In general, evidence of earlier coastal occupation was inundated by the encroaching sea.

The Project area lies between sea level and 200 feet above sea level, and follows a complex and varied landscape that includes Jurassic-age and Cretaceous-age volcanic and metasedimentary bedrock outcrops (approximately 200 to 140 million years old), sediments laid down during the last glacial period (Fraser Glaciation Vashon Stade till deposits between about 19,000 and 16,000 years old), and



some deposited during the Holocene (i.e., since 11,700 years ago). Glacial drift and till sediments vary from clay and silt through boulders (dropstones).

4.1.2 Soils Geologists define a soil as the effect of weathering on naturally or culturally deposited sediments, which creates discernible ‘horizons’ within a vertical soil profile. A soil typically comprises an A horizon that contains decomposed organic material mixed with the upper portion of the so-called parent material—usually naturally occurring deposits that are exposed to weathering. The A horizon lies above one or more horizons that develop as a result of water percolating downward, carrying chemicals leached from the A and lower horizons. Soils vary from place to place across the landscape, in keeping with the type of sediments that form the parent material and the local environmental conditions. The horizons of different soil types display color variations according to the local soil chemistry. Color, coupled with the nature of the parent material are what enable soil scientists and archaeologists to distinguish one soil type from another, and, most importantly, to tell a naturally developed soil from a stratigraphic profile that results from cultural processes. A soil complex consists of areas of two or more soils, so intricately mixed or so small in size that they cannot be shown separately on the soil map. Each area of a complex contains some of each of the two or more dominant soils, and the pattern and relative proportions are about the same in all areas. There are twenty six soil types within the Project area: Bozarth-Pilepoint complex; Cady-Doeby-Rock Outcrop complex; Clallam gravelly loam; Coveland gravelly loam; Coveland loam, cool; Doebay, moist-Cady-Rock Outcrop complex; Elwha-Zylstra-Morancreek, cool, complex; Everett-Alderwood complex; Everett sandy loam; Fidalgo-Lithic Xerocrepts-Rock Outcrop complex; Hoypus sandy loam; Indianola loamy sand; Laconner very gravelly loamy sand; Mitchellbay gravelly sandy loam; Pits, gravel; Semiahmoo muck; Shalcar muck; Sholander, cool-Limepoint complex; Sholander, cool-Speiden complex; Suica loamy sand; Swinomish-Fidalgo-Rock Outcrop complex; Urban Land-Coupeville-Coveland, cool complex; Whidbey gravelly loam; Whidbey-Hoypus complex; Whistle-Fidalgo-Rock Outcrop complex; Zylstra-Frostad complex (Soil Survey Staff 2018). As the Project identifies additional areas where ground disturbance will occur, ERCI will employ knowledge of the soil types to help them interpret the sediments they excavate. For the intertie portion of the Project area the soils are Elwha-Zylstra-Morancreek, cool complex (Soil Survey Staff 2018). A soil complex consists of areas of two or more soils, so intricately mixed or so small in area that they cannot be shown separately on the soil map. Each area of a complex contains some of each of the two or more dominant soils, and the pattern and relative proportions are about the same in all areas. Elwha is distributed on ridges, in glacial drift over dense glaciomarine deposits. It is moderately well drained, with a depth to the water table of about 12 to 20 inches. The surface does not pond or flood. A typical profile includes: 0 to 2 inches, slightly decomposed plant material; 2 to 35 inches, gravelly sandy loam; 35 to 60 inches, sandy loam. Morancreek, cool is distributed on hillslopes, in glacial drift. It is moderately well drained, with a depth to the water table of about 16 to 28 inches. The surface does not pond or flood. A typical profile includes: 0 to 1 inches, slightly decomposed plant material; 1 to 60 inches, sandy loam. Zylstra is distributed on ridges, in glacial drift over dense glaciomarine deposits. It is somewhat poorly drained, with a depth to the water table of about 4 to 12 inches. The surface does not pond or flood. A typical profile includes: 0 to 12 inches, loam; 12 to 18 inches, sandy loam; 18 to 32 inches, gravelly sandy loam; 32 to 37 inches, gravelly loam; 37 to 60 inches, gravelly sandy loam.



4.1.3 Climate and vegetation The Project area is in the Puget Sound area subset of the Tsuga heterophylla environmental zone (Franklin and Dyrness 1988). The climate is significantly tempered by the proximal Pacific Ocean and Puget Sound. Summers are fairly warm and hot days are rare; winters are cool but snow and freezing temperatures are not common except at higher elevations. This wet, mild, maritime climate is responsible for the unique nature and wide distribution of the Tsuga heterophylla (Western hemlock) zone, the most extensive vegetation zone in western Washington, Oregon and southwestern British Columbia.

Prior to the influx of European settlers, the Puget Sound and the surrounding areas likely supported a mixed prairie/forest vegetation of Western Washington’s climax hemlock (Tsuga heterophylla)/red cedar (Thuja plicata) forests. A solid component of Douglas fir (Pseudotsuga menziesii) is likely to have existed. Soil development and traditional cultural practices in some areas of the Skagit River drainage encouraged indigenous prairie areas. For more information on the flora associated with the Skagit River region see Franklin and Dyrness (1988), Heusser (1983), Klochak (2001), Pojar and Mackinnon (1994) and Turner (1995).

4.2 Cultural Environment The Project area lies in a region that Native Americans had inhabited for at least 10,000 years by the time of contact with Europeans, when Salishan-speaking people occupied vast tracts in the Columbia and Fraser River basins, the inland waters of the Salish Sea, the Puget Lowland, the Cascade Range and parts of the Pacific Coast between the Columbia River and the Olympic Peninsula. First contact with European explorers took place in the late sixteenth century, with Euro-American settlement beginning in the early nineteenth century, and increasing after the Donation Land Claim Act of 1850. Here we present a synopsis of the archaeological cultures, traditional Coast Salish lifeways and pertinent details of the time since Euro-American occupation.

A detailed description of the Central Puget Sound’s traditional Coast Salish cultures is beyond the scope of this report. Instead, we present a broad overview of their traditional lifeways, including what is known of the precontact cultures, using knowledge gained from archaeology, ethnography, ethnohistory and the historic record. For in-depth descriptions of traditional Coast Salish culture, readers are directed to the following references: Adamson (1969), AFSC (1969 [1934]), Allen (1976), Ames and Maschner (1999), Amoss (1977a, 1977b, 1978, 1981), Ballard (1929), Barnett (1938, 1955), Belcher (1986), Bennett (1972), Bierwert (1993, 1999), Blukis Onat (1987), Borden (1950, 1951, 1975), Boxberger (1986, 1996), Boyd (1999), Bryan (1963), Collins (1952, 1974a, 1974b, 1974c), Dewhirst (1976), Duncan (1977), Elmendorf (1971, 1974, 1993), Guilmet et al. (1991), Gunther (1928, 1945), Haeberlin and Gunther (1930), Harmon (1998), Harris (1994), Howay (1918), Jorgensen (1969), Kozloff (1973), Lane and Lane (1977), Mansfield (1993), Mattson (1971, 1985), B. Miller (1993, 1997, 1998, 2001), Miller and Boxberger (1994), J. Miller (1988), Mitchell (1971), Mooney (1976), Moss and Erlandson (1995), Roberts (1975), Ruby and Brown (1986), Sampson (1972), H. Smith (1900, 1907), Smith and Fowkes (1901), M. Smith (1941, 1950, 1956), Snyder (1964, 1981), Spier (1935, 1936), Stein (2000), Stewart (1973, 1977, 1979, 1984, 1996), Suttles (1958, 1960, 1987, 1990), Suttles and Lane (1990), Taylor (1984), Thompson (1978), Waterman (1920), Waterman et al. (2001) and Whitlam (1983).

4.2.1 Archaeological cultures Archaeological evidence of human presence in Western Washington is at least 10,000 years old in the upland areas, evidenced by finds of Clovis and other early postglacial cultural traditions (Ames and Maschner 1999; Kopperl et al. 2015). Although people have been in the region all along, many archaeological sites on the relatively narrow strip of near-shore landscape were inhabited for the first



time between 5,000 and 1,500 years ago due to sea-level changes that resulted from a complex interplay of climatic and geological processes whose magnitude and influence varied with location.

For example, large-magnitude changes in sea level can be due to the volume of water contained in Earth’s glaciers and polar ice caps, but smaller (but nonetheless significant) changes can be caused by thermal expansion and contraction. At the same time, the earth’s crust is dynamic. So, for example, the marine shoreline (continental margins) was significantly affected by depression and rebound in response to the weight of glaciers that formed during the last Ice Age. Smaller-magnitude changes occur due to the evolving global ocean basin morphology (and thus capacity) due to plate tectonics and coastal buildup and erosion, such as delta formation and growth.

Despite having knowledge of these processes and a broad understanding of how they combine in sometimes predictable ways to determine the marine–terrestrial interface at any given time, the variability inherent in each process means that each locality has its own unique history of sea-level change. Perhaps none is more illustrative of this than the Hakai Passage region of the central British Columbia coast, where sea level has been relatively stable for most of the past 15,000 years (McLaren et al. 2014) and impressions of human feet have been discovered preserved in clay that date to 13,200 years ago (CBC 2016).

In Western Washington the picture is also complex. Due to the gradual south-to-north progression of deglaciation and the relatively rapid rise of sea level in the early postglacial period, in the southern Puget Sound sea level was about 40 meters (m) below its present elevation by 8,000 years ago (Thorson 1989); any archaeological evidence of human activity near the shoreline at that time and place would now be under 40 m of water. By contrast, in the northern Puget Sound 8,000 years ago sea level was about 10 m below its present elevation (Clague 1983; Easterbrook 1963; Kelsey et al. 2004; Thorson 1989).

Across the globe sea level has been rising gradually since that time. At about 5,000 years ago, sea level across Puget Sound was about 2 to 3 m below its present level; it reached its present-day elevation only in the last 1,500 years or so (Kelsey et al. 2004; Sherrod et al. 2000). For all these reasons, even though people have been in the region for 10,000 or more years, evidence for human occupation on the Puget Sound shoreline is often found to date to the time since sea level stabilized at or near its present elevation.

As sea level rose in the early and middle Holocene, river valleys in the Puget Lowlands gradually filled up with sediment, burying any early archaeological sites in the near-stream areas. Thus, evidence for early human occupation around Puget Sound is found at higher elevations, on landforms that retain sediments from those earlier times. In those upland areas, where sea level change has had no effect on archaeological visibility, evidence from the early Holocene is widespread, but well-dated contexts are extremely rare—most archaeological assemblages are ‘dated’ by their formal similarity to those recovered from dated contexts. Here we mention only the few well-dated archaeological occurrences.

The earliest period is represented by the Lower Bear Creek Site (45KI839), near the shore of Lake Sammamish, about 10 miles northeast of the APE. This site yielded artifacts belonging to the Paleo-Indian tradition beneath a peat deposit that dates to at least 9700 to 9900 BP (Kopperl et al. 2015). In the North Cascades National Park near Marblemount and Newhalem in the Skagit River basin, the Cascades Pass site yielded artifacts and a cooking feature beneath Mazama volcanic ash, estimated to be 9,600 years old (Steury 2016). The Beech Creek Site (45LE415) in the Gifford Pinchot National Forest of southwestern Washington represents another early Holocene archaeological culture, the Stemmed Point Tradition, at 9,200 years old (Mack et al. 2010).



In the Puget Sound regional cultural chronology, the Olcott Phase (ca. 10,000 to 7,550 years ago) succeeds the Fluted Point and Stemmed traditions. Olcott assemblages are remarkably similar to others attributed to the Old Cordilleran Tradition, well known from other parts of the Northwest Coast (Chatters et al. 2011). Typical Olcott artifacts include “Cascade” leaf-shaped bifaces, which bear distinctive edge grinding on the stem, or hafting portion, and often-heavily patinated expedient stone artifacts of medium- to coarse-grained raw material, and lacking in fine-grained silicates. One can imagine that sites with such artifacts are the result of people arriving on this landscape for the first time, without intimate knowledge of sources of fine-grained tool stone such as chert and obsidian. Again, although there are numerous sites ascribed to the Olcott Phase, securely dated components are rare, as evidenced by the few mentioned here. Thermoluminescence (TL) dating of fire-modified rock (FMR) from the Woodhaven Site (45SN417), near Granite Falls, produced median dates of 9,316 and 7,886 years ago (Roger Kiers in Baldwin and Chambers 2014). Two other Olcott Phase sites near Granite Falls, 45SN28 and 45SN303, yielded TL dates on FMR in the same age range, between 7,340 and 9,650 years ago (Chatters et al. 2011).

Between about 7,550 and 4,000 years ago—often termed the middle Holocene—well-dated archaeological sites are more numerous, in part due to the gradual stabilization of sea level near present elevations. The archaeological cultures are called by many names, but the Marymoor Phase and Charles Culture (or Mayne Phase in the San Juan/Gulf Islands) seem most common in the region. Many include microblade technology. Sites in the region dated to the middle Holocene include Cattle Point (45SJ9) on San Juan Island (King 1950), the Glenrose Cannery Site (DgRr-22) near Vancouver, BC. (Matson 1976), the Milliken Site (DjRi-3) near Yale, B.C. (Borden 1960) and Pender Island (DeRt-1 and -2) in the Gulf Islands, the northern extension of the San Juan Islands (Carlson and Hobler 1993), the Marymoor Site (45KI9) in Redmond (Greengo and Houston 1970) and the Cascade Pass (45CH221) (Mierendorf and Foit, Jr. 2008). Some of these are the earliest coastal shell midden sites. The oldest dated shell midden component in the Puget Sound region is from the Dupont Site, 45PI72, about 6 miles southwest of Steilacoom, which yielded a date of 5260 ±70 radiocarbon years before present (BP) (Wessen 1989).

Beginning roughly 5,000 years ago western red cedar became more prevalent in the coastal forests and archaeological evidence reveals the intensification of its use by the people living on the Salish Sea. Specifically, in the Locarno Beach Phase (3,300–3,500 to 2,500 years ago) and the succeeding Marpole Phase, the woodworking triad of the antler wedge, polished nephrite adze bit and hand maul formed an increasingly prominent part of coastal shell middens (Hebda and Mathewes 1984). In addition, evidence for large post and plank houses and food storage comes to the fore (Matson 2010). Artifact assemblages from this time also illustrate increasing social complexity in the form of personal adornment—e.g. finely made nephrite and jadeite labrets—refinements in procurement technology—e.g. ground slate knives, toggling harpoons and fishing paraphernalia—and ascribed status in the form of status symbols interred with infants and very young children, and cranial deformation. These archaeological manifestations comprise the climax Northwest Coast cultural pattern that was encountered when Europeans first visited the region. Among the best known archaeological sites in the region, the Ozette site (2,500 to 500 years ago) (e.g., Daugherty and Fryxell 1967) and the Hoko River site (3,000 to 1,700) (Croes 1995) on the Olympic Peninsula preserved botanical material in addition to the other artifacts common in most Northwest Coast middens, thus revealing a breadth of material culture similar to that known ethnographically, and underscoring the material and social complexity of the regional cultures that existed in the late precontact period.

Finally, the complex interplay of post-glacial geological processes meant that salmon streams were constantly disrupted by cycles of erosion and deposition, which precluded establishment of nearshore marine resources and climax salmon runs between the time of deglaciation and that of sea-level stabilization, which began around 5,000 years ago and ended approximately 1,500 years ago (Fladmark



1975). Thus, prior to about 5,000 years ago, without the abundant, predictable salmon runs, the entire region would have been populated by mobile foragers (Grier et al. 2009; Moss et al. 2007). Since that time, the rich resources available in the maritime and riverine environments allowed for a more settled existence, and the region saw establishment of permanent residential villages, increasingly dense populations and complex cultures that existed at the time of European contact (Butler and Campbell 2004; Taylor et al. 2011).

Specific archaeological findings for the Project area and surroundings are discussed in the next section.

4.2.2 Salish Ethnography and Ethnohistory The central Puget Sound shoreline has been home to people for millennia. Ethnographic accounts, the historic record and the oral histories of the people who lived there have all provided a rich story of the lives and deaths of the area’s original inhabitants.

In 1916 and 1917 Haeberlin interviewed people whose traditional territory would have included the Project area (Haeberlin and Gunther 1930). His informants had direct knowledge of the earliest immigrant settlement in the region, which began about 1840. Their recollections of the surrounding area are in broad agreement with knowledge acquired in similar research throughout the Pacific Northwest in the late nineteenth and early twentieth centuries. Coast Salish societies exhibited social stratification, with hereditary rights to social roles, property, territory and ceremonies, although acquiring status through life achievements was not unknown.

Coast Salish social life. Social life began in the longhouse, a large, red cedar, post and beam structure clad in broad planks, in which up to twenty closely related families dwelt and cooperated economically. Frequently, longhouses were 100- to 200-foot-long structures, with gable or shed roofs. One or more longhouses comprised a village, usually situated advantageously with respect to the area’s resources—often at the river mouth or on the main stem of the river at the mouth of a tributary stream. Each longhouse was led by the head of one of its resident, closely related, families.

Within each village one of the longhouses may have had more social influence than the others. Villages, too, were often ranked, and quite often the larger villages wielded more influence. Most decisions that affected the village were undertaken within a small group of those representing individual longhouses; those decisions affecting the tribe as a whole would be made amongst the leaders of individual villages and their constituents. The Potlatch was one of the ways that power was asserted within and between villages.

Waterman (1920) recorded numerous traditional place names for Fidalgo and Whidbey Islands. The Project area occurs on a travel corridor between heavily populated and intensively used areas during the precontact and ethnographic eras. Waterman’s name lists are not exhaustive, but they are perhaps the most comprehensive recorded for the area. Waterman’s named and general locations are shown on Figure 6 (detailed in Table 1).



Figure 6: Map showing Waterman's place names (after Waterman 1920).

Table 1: Place names and translations from Waterman (1920). Map numbers refer to Figure 6. Places nearest the Project area are highlighted.

Waterman Place Name Map Translation Description

K!aix 1 None A promontory at Anacortes. Tsiba’³ 2 None Flounder Bay.

Blbdel’lgʷlL 3 Small beach A small watercourse cutting a small island from the nearby shore.

Steuds 4 Dangerous Deception Pass, the narrow waterway between Fidalgo Island and Whidbey Island.



Waterman Place Name Map Translation Description

Tuxsai’p 5 Resembling a high born person Site of Dewey.

DzE’q!ltc 6 Fallen tree A place on the southern shore of Fidalgo Island.

Q!eq!ala’xûd 7 Small stockade Similk Bay, a shallow bay in the south side of the island.

Sdjila’lqwlL 8 Going into another canoe

A narrow isthmus connecting Kiket Island with the shore.

Kukuta’le 9 None Kiket Island – really a peninsula.

Tuxsta’Lub 10 Resembling something lying crosswise

A small islet lying offshore from Kiket Island.

Tattco’olki 11 Single tree standing Tosi Point. Ciɛds 12 None Hunot Point. Sedius 13 Nice beach The shoreline south of Hunot Point.

Llka’lqo 14 Spotted water A spring on the shoreline south of reference #13.

TLuxxe’dus 15 Place where you put your head through and it gets squeezed

A promontory west of La Conner.

TuxxwEtsa’lad l 16 Tearing at the side A shallow bay just east of reference #15. Tuxsta’Lub 17 Crosswise Goat Island, one of two islets lying off La

Conner flats. Heq-qed 18 Large head Ika Island.

Tcitcu’ds 19 Facing toward aperture

The narrow place at the entrance to Swinomish Slough.

TciTcigwa’ladi 20 Facing outward of ears

A place where a little bay constricts to form Swinomish Slough.

Duxi’wuts 21 None A place at the west end of the La Conner Bridge.

Lalta’tci 22 None A trickle of water on the west side of the slough.

Suksukwillya’al 23 None A village site on a small peninsula amid the water courses at the north end of Swinomish Slough.

Suxka’kiuk 24 None A narrow place in the peninsula north of reference #23.

Ba’kʷbakwob 25 Open places among the trees

A level flat, rather dry and sandy, west of Swinomish Slough.

TsExbE’qsd 26 None March Point, the promontory east of Fidalgo Bay.

Dugwa’ltc 27 Protected place where there is calm water

Fidalgo Bay.

Economy. Coast Salish economies are often characterized by their relationship to the sea and the abundant and predictable resources it offers in addition to the plentiful salmon. Many Coast Salish resources were seasonal. This applied to salmon as much as to the berries and bulbs that formed an



important part of the diet. For this reason, economic life most of the year meant leaving the permanent winter village and the longhouse and setting up seasonal camps where local resources were exploited. This often entailed constructing temporary shelters of wood and waterproof mats similar to those shown in Figure 7. Mat houses like this one illustrated would have been a common structure on the prairies and riverbanks inland from the Sound. Terrestrial resources were acquired by collecting and hunting. Using digging sticks, they collected bulbs of camas, wild potato, brake and wood fern, cattail, wild carrot and others. Some plant products were preserved and stored for use during the winter. Fruits gathered were salmonberry, huckleberry, blackberry, raspberry, salal, serviceberry and wild strawberry, as well as acorn and hazelnut (Haeberlin and Gunther 1930:20–21). They hunted elk and deer, beaver, wildcat, bear, groundhog, cougar, as well as ducks and grouse. Seal were hunted from canoes. As with the important salmon, all meat beyond immediate need was cured and stored for winter consumption. Trade back and forth for shellfish and other seafood for camas or dried meat was common (Haeberlin and Gunther 1930:20). Material culture. In addition to the archaeological collections and oral histories much of what we know of traditional Coast Salish material culture derives from ethnographic collections residing in museums around the world, from the observations of ethnographers and historians and photographs taken in the nineteenth and early twentieth centuries (e.g., Curtis 1913). Coast Salish groups relied heavily on plants to create functional, decorative and ceremonial objects. For example, the red cedar tree provided wood for longhouses, canoes and storage containers, as well as bark that when shredded could be woven to make clothing, capes and head coverings. Cedar and spruce root were used along with other fiber to make baskets similar to those shown in Figure 8 for use when foraging or cooking, some so tightly woven that they were waterproof. Local and exotic stone was chipped or ground to fashion knives, spear, dart and arrow tips, mauls, wedges, adzes and chisels for woodworking and ear and lip ornaments. Fishing barbs, combs, pins and many other items were fashioned from animal bone, antler, teeth and shell.

Dog wool was spun and woven on a loom to produce blankets similar to the one shown in Figure 9. Although the loom is from Vancouver Island, such looms would have been common in the Project area. Some clothing was made from bear and buckskin. Among the many uses for marine shell, clam shell disc beads—“shell money”—were used for trade (Haeberlin and Gunther 1930:29). From an archaeological perspective only special depositional circumstances could be expected to preserve most of these organic artifacts.



Figure 7: Example of a seasonal house, “Mat House—Skokomish” (1912) by Curtis (Northwestern University Library 2003b).

Figure 8: Examples of the kind of baskets made by Coast Salish people, “Puget Sound Baskets” (1912) by Edward S. Curtis (Northwestern University Library 2003c).



Summary. This overview has barely sketched traditional lifeways. The Salish People thrived for millennia, and developed a rich and complex culture within an environment that supported a large population prior to European contact and the devastation of disease and political oppression. Despite these hardships the peoples of the region have resiliency, and continue to fight for renewed political and economic power, at the same time working to preserve and maintain traditional cultural knowledge and beliefs.

Figure 9: Example of the kind of weaving done by Coast Salish people, “Goat-hair Blanket—Cowichan” (1912) by Curtis (Northwestern University Library 2003a).

4.2.3 Exploration and Immigration The first documented exploration of the Pacific Northwest was a Spanish expedition in 1592, led by Greek-born Apostolus Valerianos, more commonly known as Juan de Fuca, after whom the entrance to the Salish Sea is named. Between 47° and 48° north latitude—after entering a “broad Inlet of the Sea” de Fuca traveled for “twentie dayes … passed divers Ilands … went on Land in divers places, and … saw some people on Land, clad in Beasts skins” (Purchas 1906 [1625]:416). Some of the earliest English-language records of this region come from George Vancouver’s exploration of the Salish Sea. On June 4, 1792, he went ashore in the vicinity of Tulalip, near today’s Everett, Washington, and claimed for King George III the coast south to 39° 20’ N, which had been his



first landfall. Vancouver was convinced of the historical justification of his claim and his maps all show British Territory from about 39° north latitude northward (Hayes 1999:85). The southern portion of the Salish Sea is named after Vancouver’s lieutenant, Peter Puget. Whidbey Island—also known by the traditional name Tscga-kole-chy—is named for Joseph Whidbey, part of Vancouver’s expedition, who went ashore in Penn Cove in June 1792.

The Hudson’s Bay Company The first Europeans to stay for any length of time in the Puget Sound area were traders, trappers and explorers associated with the Hudson's Bay Company (HBC). From the 1820s through to the 1860s, HBC employees regularly traveled and traded around the Puget Sound (Harmon 1998). Tribes around Puget Sound took benefit from trading and bartering with HBC, and many were hired as guides. Fort Nisqually was established in 1833 at the southern end of Puget Sound, the first European settlement on Puget Sound (Bagley 1915). Many Native American groups traded with HBC at Fort Nisqually. Using the Naches, Snoqualmie, and Yakima passes through the Cascades, even the Yakima people traded with HBC at Fort Nisqually and Fort Langley, to the north. The influence of HBC in the Puget Sound was felt by native people and immigrants alike (Suttles and Lane 1990). The Hudson's Bay Company (HBC) founded Fort Nisqually in 1833, the first European settlement on Puget Sound (Bagley 1915). That was handed over to the US in 1846 after a treaty between Great Britain and the United States. That treaty had ostensibly settled the dispute over the Oregon Country; however, it was vague as to possession of the islands that straddled the new boundary—including San Juan Island. The HBC took advantage of the confusion, built a log trading post on San Juan Island, and for several years traded with the resident Native American population for fish, which they salted and transported in barrels that they made on site (Bailey-Cummings and Cummings 1987). At Garrison Bay, the HBC also began a new venture, Bellevue Farm, which was a salmon fishing station and sheep ranch. In 1859 a dispute led to HBC officials demanding the arrest of an American settler. The United States responded by sending sixty-six soldiers to set up a garrison at the southern tip of the island. The British countered with warships and more soldiers. By September 1859 there were three warships with numerous guns and roughly two thousand men on the British side, and nearly five hundred Americans, although fewer cannons. A joint military presence was negotiated (McDonald 1990). In 1860 the HBC charter expired, and British claims to land south of the 49th parallel were laid to rest.

Charles Wilkes Expedition The United States Exploring Expedition led by Charles Wilkes was conducted in 1841 at a time when the territories of the Northwest were under contention by British and American interests. In 1845, 31 members of the Michael T. Simmons party cut a wagon trail that became the northern branch of the Oregon Trail at present-day Tumwater. Known as the end of the Oregon Trail or Cowlitz Trail, Tumwater is the oldest permanent American settlement on Puget Sound (Stevenson 1977; 1986:158). The discovery of gold in the Fraser River in 1858 brought more Euro-Americans (Jeffcott 1995). Settlers arrived at Alki Point in 1851 and proceeded to lay claims along the waterfront that became the commercial center of Seattle by the 1860s.

The Donation Land Claim Act of 1850 The pace of immigrant settlement was encouraged by the US 31st Congress, with the 1850 passage of Statute 496, an unnamed Act known by various names, most commonly as the Donation Land Claim Act, which legitimized a practice originally set in motion by the territorial Provisional Government in 1843 (Robbins 2018). The Act was



to create the Office of Surveyor–General of the Public Lands in [the] Oregon [Territory], and to provide for the Survey, and to make Donations to Settlers of the said Public Lands. … granted to every white settler or occupant of the public lands, American half-breed Indians included ... three hundred and twenty acres of land, if a single man, and if a married man ... the quantity of one section, or six hundred and forty acres, one half to himself and the other half to his wife, to be held by her in her own right ... [US Statute 496, September 27, 1850]

The law explicitly excluded African Americans and Hawaiians. Prior to its enactment Territorial Delegate Samuel Thurston had told Congress that extinguishing Indian title was the “first prerequisite step” to settling Oregon’s land question, so Congress had earlier authorized commissioners to negotiate treaties with that would, among other things, remove Native Americans from their land (Robbins 2018). What followed were the 1854 Treaty of Medicine Creek, the 1855 Treaties of Point Elliott, Point No Point, Neah Bay, Yakama and Walla Walla, and the Quinault Treaty of 1856, by which the Native American tribes ceded their lands in return for continued resource procurement rights, ‘reservations’ (for some, but not all of the tribes), and a one-time payment. Once the treaties were in place, settlement and commercial exploitation of previously tribal lands proceeded almost unfettered.

Industry and infrastructure Several large-scale commercial undertakings underpinned and dominated economic development and fueled settlement in the region during the nineteenth and early twentieth centuries: construction of transcontinental railroads, logging and sawmilling, mining and hydroelectric power projects. The Northern Pacific Railway was the first transcontinental route to Puget Sound, completed in 1883 with its terminus at Tacoma. 1893 saw completion of the Great Northern Railway, which terminated in Seattle and was the only privately funded such railway in US history. These railways and their local spurs promoted economic growth and prompted the founding and development of small, coastal sawmill towns throughout the region. Timber harvested locally, or rafted by sea and river, was milled and loaded on trains for transport to the east.

Significant Development in the Project Area Much of the Project area lies within Deception Pass State Park. Between the mid nineteenth century and 1925 the area around the pass was considered strategically important, and was thus a military reserve, as indicated by an annotation on the 1858 General Land Office (GLO) map (Figure 10). However, by the 1920s the US military saw the reserve as no longer necessary, and, recognizing its recreation potential, at first sought to find private purchasers. However, in 1925 Congress ceded the reserve to the State of Washington for public recreation. GLO maps from 1858 through 1871 contain no information no Donation Land Claims or mentions of Native Americans near the Project area.

Deception Pass State Park and Bridge Until the 1930s Whidbey and Fidalgo Islands were connected only by ferry passage. An hourly ferry ran between Blout’s Point on Fidalgo and Hoypus Point on Whidbey (Neil 1999:52). The idea to build a bridge was first proposed in the early 1900s by Captain George Morse, a local representative to Olympia, but Morse never got the idea out of the planning stages. In 1918 the bridge was promoted as a military necessity but again support waned. In 1929 the idea resurfaced once more this time with the support of state representatives from Skagit and Island County. Their bill passed legislation only to be vetoed by the governor but the bridge bill did not die there (Neil 1999). In 1930 a group of prominent citizens from Skagit, Snohomish and Island Counties formed the Deception Pass Bridge Association. The annual membership fee was set at one dollar (Neil 1999).



Through the efforts of the Bridge Association the bridge bill stayed alive and in 1933 state, federal and local funding was secured for the project (Neil 1999). With the bridge project a go, 200 members of the Civilian Conservation Corps (CCC) were brought in to build a park surrounding the bridge. The CCC was a federal program that provided unskilled manual labor jobs related to the conservation and development of natural resources in rural lands owned by federal, state and local governments during the Great Depression. The CCC built trails, picnic shelters and other structures out of local materials (Hartt and Wotipka 2013). Much of the infrastructure constructed by the CCC is still in use today including the rock and fir tree railings that line Highway 20 on either side of the bridge (Neil 1999). Members of the CCC also worked on the bridge (Neil 1999) (Figure 11).

Figure 10: 1858 GLO map showing the Deception Pass military reserve outlined in pink.

On a sunny July 31, 1935, approximately 12,000 people gathered for Deception Pass Bridge’s dedication ceremony. Governor Clarence D. Martin, and past and current state and local officials, drum and bugle corps, high school bands, bridge association members, state highway representatives and the general contractors took part in the festivities, along with people from surrounding counties, Whidbey and Fidalgo Islands. Washington State Rep. Pearl Wanamaker cut the ribbon with specially crafted silver scissors as assembled parties marched from either side to the bridge center. All then proceeded to the Cranberry Lake picnic grounds for more speeches, entertainment and food, and CCC workers quit counting the cars passing over the bridge as the first hour numbered 700 (Neil 1999:10).

Today the bridge is used by more than 18,000 drivers on a typical weekday and more than 20,000 drivers on an average weekend day. This level of traffic has caused some state officials to consider the idea of a second bridge connecting Whidbey Island to the mainland (Neil 1999).

The stone bridge 1200 feet south of the Deception Pass Bridge was built to create an underpass for a highway to connect the North beach area of the state park to Cornett Bay (Figure 12–Figure 17) (Hartt and Wotipka 2013). The highway was never used for vehicles and the path is now the Discovery Trail.



Figure 11: The unfinished bridge arms, taken from Neil 1999:50.

Figure 12: CCC Stone Bridge Construction to create underpass under Highway 20.



Figure 17:CCC Stone Bridge Construction to create underpass under Highway 20.

4.3 Previous Archaeology For general overviews of the archaeology and cultural resources of the Northwest Coast, see Ames (1995, 2003, 2005a, 2005b), Ames and Maschner (1999), Borden (1950, 1951, 1962, 1968, 1975), Boyd (1998, 1999), Burley (1980), Butler (1961), Butler and Campbell (2004), Campbell (1991), Carlson (1990), Carlson and Dalla Bona (1996), Erlandson et al. (1998), Fladmark (1975, 1982), Matson and Coupland (1995), Matson et al. (2003), Meltzer (2004), Meltzer and Dunnell (1987), Mitchell (1971, 1990), Nelson (1990), Pratt (1992) and Prentiss and Kuijt (2004, 2012).

The earliest archaeological studies of the central Puget Sound are H.I. Smith’s (1900, 1907). More recent archaeological overviews can be found in Avey (1991), Avey and Starwich (1985), Blukis Onat (1987), Blukis Onat and Hollenbeck (1981), Blukis Onat et al. (1980), Blukis Onat and Kiers (2007a, 2007b), Bryan (1963), Burtchard (2007), Burtchard et al. (2003 [1998]), Campbell (1984), Carlson (1960), Carlson and Dalla Bona (1996), Carlson and Hobler (1993), Duncan (1977), Grabert (1968), Greengo (1983), Hale (1991), Hearne and Hollenbeck (1996), Hollenbeck (1987), Hollenbeck and Carter (1986), Juell (2006), Kidd (1964), Lewarch (1979), Lewarch and Larson (2003), Lewarch et al. (2005, 2006), Markert and Biggane (2006), Mattson (1971, 1989), Mierendorf (1986), Mierendorf et al. (1998), Miss and Campbell (1991), NWAA/EHC (2007), Rooke et al. (2002), Samuels (1993), Schalk (1988), A. Smith (1964), H.I. Smith (1900, 1907), Smith and Fowkes (1901), Snyder (1980, 1981), Stein (1984, 2000), Stein and Phillips (2002), Tarver (1963), Thrush (2007), Wessen (1988c), Wessen and Welch (1991), Wessen and Stilson (1987).

4.3.1 Previously Recorded Archaeological Sites The earliest archaeological studies of the region are H.I. Smith’s (1900, 1907). For more detail about the archaeology and cultures of the Salish Sea, Puget Sound and Puget Lowlands consult cultural syntheses of Blukis Onat (1980, 1987), Bryan (1955), Carlson (1990), Carlson and Dalla Bona (1996), Duncan (1977), Hale (1991), Hearne and Hollenbeck (1996), Mattson (1971, 1985), Snyder (1981) Stein (1984, 2000) and Suttles and Lane (1990).



Eight archaeological sites are recorded within one-quarter mile of the Project area and are on file at the DAHP. A short description of the sites is provided below (Table 2).

Table 2: Previously recorded archaeological sites within three quarter miles of the Project area.

Site # Type

Distance from Project Area

Citations NRHP Eligibility

45SK143 Precontact Lithic Material adjacent Mattson (1985), Montgomery et al (2000)

Undetermined

45SK173

Historic Debris Scatter/Concentration, Historic and Precontact Components, Precontact Lithic Material

<.01 mile

Montgomery et al. (2000)

Undetermined

45IS209 Precontact Lithic Material ~0.1 mile Wessen (2005) Undetermined

45IS93 Precontact Shell Midden ~0.15 mile

Campbell and Koetje (2001) Montgomery et al. (2000), Wessen (2005)

Undetermined

45SK144 Precontact Lithic Material, Precontact Shell Midden ~0.15 mile

Anderson (2001), Campbell and Koetje (2001), Mattson (2005), Montgomery et al. (2000)

Undetermined

45SK282 Precontact Shell Midden ~0.2 mile Undetermined 45IS243 Historic Logging Properties ~0.25 mile Rudolph et al. (2008) Undetermined 45SK536 Historic Structure ~0.25 mile Arthur (2015a) Potential

45IS143 is the base of a greenstone maul from the shores of Pass Lake adjacent to the Project area. Mattson (1980a) recorded the isolate that was collected in 1915 and passed on to him in 1966. 45SK173—Lottie Bay—is a precontact and historic site on the east shore of Lottie Bay in the intertidal zone less than 0.1 miles from the Project area. Mattson (1986) observed split quartzite cobbles that possibly served as an anvil or hammerstone. Also encountered were brick, chinaware, glass and metal fragments dating from the late 19th century as well as modern trash. 45IS209—a precontact lithic scatter site extending from Gunn Point to an outcrop at the base of the Deception Pass Bridge on Whidbey Island approximately 0.1 miles from the Project area. Reid and Wilkowski (2001) encountered fire-modified rock (FMR) and twenty-one lithic artifacts including modified cobbles and flakes. 45IS93—a shell midden site on the west side of Gun Point approximately 0.15 miles from the Project area. Solland and Stenholm (1963c) observed a heavily disturbed shell layer with charred rocks and sea urchin spines. Wessen (1988b) was unable to locate the site and assumed it had been destroyed. There is some ambiguity to the number as Bryan (1955) used the Smithsonian number 45IS93 in his Master’s thesis, however, he did not file a site form. The number was therefore officially assigned to another location. 45SK144—a precontact midden site bounded by a small shallow bay and Bowman’s Bay approximately 0.15 miles from the Project area. Mattson (1980b) observed a cryptocrystalline projectile point and



several spall tools in shell midden that was partially destroyed by a crossing trail and storm wave tide action. 45SK282 Bowman Bay Back-Dune Wetland Midden—a precontact midden site east of a steep rocky slope in a wetland approximately 0.2 miles from the Project area. Kelly (2003) observed small connected deposits of shell midden that may have been larger prior to the 1947 construction of the Department of Fisheries Marine Biological Station. 45IS243 is a historic logging site on a northeast facing slope with NAS Whidbey Island Ault Field approximately 0.25 mile from the Project area. Rudolph (2007) recorded 5+ features associate with logging including berms, a depression, push piles, tree stumps and a wagon trail. 45SK536 Bowman Bay Marine Biological Station are the remnants of four rearing ponds within Deception Pass State Park approximately 0.25 mile from the Project Area. Arthur (2015b) observed buried elements of a biological station utilized as a rearing station for food fish. The station was demolished in 1972 and portions of the station were crushed and buried with the ponds under spoils in Bowman Bay.

4.3.2 Previous Cultural Resources Surveys Below we summarize the seventeen cultural resource reports on file with DAHP from work within three quarter miles of the Project area for which there was subsurface investigation. Garner (1957) reports on excavations in 1954 at shell midden site 45IS31b which were supervised by Alan Bryan. Garner (1957) mentions recovery of 120 artifacts midden deposits between 3 and 5 feet thick. Nelson (1958, 1962) reports on the 1957–1958 Washington Archaeological Society’s excavation of site 45IS31b, a stratified site on Cornet Bay at the north end of Whidbey Island, less than half a mile from SR 20. Twenty-two 5-foot by 5-foot excavation units were completed. Some 63 artifacts and an Ancestral interment were recovered. Hedlund (1968) summarizes five archaeological sites in Deception Pass Park—at Bowman’s Bay (45SK8), Cornet Bay (45IS31), Lottie Bay (45SK46), Rosario (45SK7) and West Point (45IS90). Robinson (1995a) carried out a pedestrian survey that included “[s]hovel scrapes in a few places” and two more elsewhere between Milepost 36.42 and Milepost 41.05 of SR 20, where it intersects with Troxell Road. No cultural resources were observed. Robinson (1995b) excavated eight shovel probes with negative results on the Christensen property where Campbell Lake Road crosses SR 20. Anderson (2001) reports on analysis of sediments from two precontact archaeological sites, 45KS46 and 45SK144. Western Washington University (WWU) field schools in 1999 and 2000 conducted grain size analysis to understand site formation processes. The analysis looked at colluvial sediments and examined local sea level rise. Campbell and Koetje (2001) report on the 1999 WWU field school in Deception Pass State Park. As part of the Whidbey Island Prehistory Project, students conducted subsurface investigations at 45SK144, a coastal shell midden threatened by erosion, bank profiling and sample collection at 45IS106, a small shell midden, surface collection and subsurface sampling at 45IS107, a lithic scatter in a dune field.



Between State Route (SR) 20 MP 39.92—near Troxell Road—and 41.04—near Rosario Road—Emerson and McKenny (2001a) undertook a pedestrian survey and excavated 106 shovel tests (ST). These yielded modern debris: broken bottle glass, round wire nails, plastic, porcelain insulator fragments, wire and a metal bolt, as well as a few marine shell fragments and one possible lithic flake. Along the route, the authors recorded three potentially Register-eligible historic properties: the 1930s Civilian Conservation Corps (CCC) guardrail in Deception Pass Park (which runs between MP 41.53 to MP 43.17), the Deception Pass Store (1934) and the Goat Lady Farm at 40251 SR 20 (MP 40.37). Emerson and McKenney (2001b) conducted shovel testing in undeveloped areas between Mileposts (MP) 44.65 and 47.09 along Highway 20. No subsurface cultural resources were identified. Between SR 20 MP 37.33 and 39.57—some of which occurs in Township 33 North, Range 1 East, Section 2 (T33N R1E S2)—Lutrell (2003) carried out pedestrian survey and 16 STs on the side of Banta Road near where it intersects SR 20, as well as an area near Monkey Hill Road. . Five isolated, small mammal bone fragments were recovered; none were recovered in cultural deposits. In 2004 ERCI was contacted by a homeowner who found a projectile point on their property. Bush (2004) conducted an assessment of the location and examined the point which was transferred to the Anacortes Museum. Emerson and McKenney (2004) conducted shovel testing in undeveloped areas between mileposts 44.65 and 47.87 along Highway 20. No subsurface cultural resources were identified. Mather (2009) wrote a Master’s thesis in which she analyzed artifacts recovered from 45SK46 during WWU field schools in 2000 and 2001. The goal was to understand a task-specific site which dates to the Locarno Beach Period, as most interpretations of this period are from residential sites. The site was found to represent more diverse activities than expected. Rudoph (2010) excavated 95 STPs and 17 augur probes in a survey for a fuel pipeline replacement that connects Ault Field with the Seaplane Base on Crescent Harbor. The route crosses SR 20 near Ault Field Road. No cultural resources were encountered. Koziarski and Baldwin (2011) excavated subsurface tests along a proposed road corridor along South Fidalgo Bay Road. No subsurface cultural resources were identified. Stell Environmental Enterprises (SEE 2013) excavated 2,531 shovel test probes (STP) on 630 acres at two NASWI installations, Outlying Landing Field Coupeville and Ault Field. STPs were excavated in two portions of Ault Field near SR 20, one referred to as the Gate A-65 Survey Area, where in all, 397 STPs were excavated, the other in the Nortz Road Survey Area where an additional 171 were dug. This work yielded evidence of two new historic scatters.

Table 3: Previous cultural resource reports on file with DAHP.

Date Author Title

1995 Robinson A Cultural Resource Study of Washington State Department of Transportation's SR 20: Frostad Road to Deception Pass State Park South Boundary Project, Island County, Washington

1997 EDAW Historic Resources Survey: Naval Air Station Whidbey Island, United State Department of the Navy, Island County, Washington

2004 Bush Letter to Stephanie Kramer RE: Projectile point in the Anacortes Museum



Date Author Title

2001a Emerson and McKenney

A Cultural Resources Survey of the Washington State Department of Transportation's SR 20 Troxell Road to Rosario Road, Island and Skagit Counties

2001b Emerson and McKenney

A Cultural Resources Survey of the Washington State Department of Transportation's SR 20 Quiet Cove Vicinity to SR 20 Spur Vicinity Safety Improvements. Skagit County. Washington

2004 Emerson and McKenney

A 2004 Cultural Resources Survey of the Washington State Department of Transportation's SR 20 Quiet Cove Vicinity to SR 20 Spur Vicinity Safety Improvements. Skagit County. Washington

2004 Roedel and Larson

Letter to Ik Icard Re: Field Reconnaissance Results of the Fidalgo Island Landing Site, for the Deception Pass Fiber Optic Landing Sites Archaeological Resources and Traditional Cultural Places Assessment, Island and Skagit Counties, Washington

2008 Rudoph et al.

Final Cultural Resources Survey of Impact and Mitigation Areas on Naval Air Station Whidbey Island, Washington

2009 Baldwin Archaeological Assessment of the Deception Pass State Park Beach Riprap Replacement Project. Bowman Bay. Skagit County. Washington

2010 Hampton Phase I Architecture Survey of Naval Air Station Whidbey Island, Island County, Washington

2011 Koziarski and Baldwin

Archaeological Assessment for the Fidalgo Bay Road Connection Project, Anacortes, Washington

2013 Kelley A Cultural Resource Assessment of the Proposed Pressurized Drain Field System Project at Deception Pass State Park

2013 SEE Archaeological Inventory of Outlying Landing Field Coupeville and Select Lands of Ault Field, Naval Air Station Whidbey Island, Island County, Washington

2013 Thrusby et al

Naval Air Station Whidbey Island Cold War Study Phase 2: Inventory and Evaluation

2016 Baldwin Cultural Resources Review for the T-Mobile Tower Site Number SE07240C, Oak Harbor, Island County, Washington

2016 Silverman Cultural Resources Survey of the Deception Pass (Forest Loop) Comfort Station #2 Renovation

2017 Silverman Cultural Resources Survey of the Deception Pass Headworks Area Waste Water Project

4.3.3 National Register Properties There are four National Register Properties on file with DAHP that are within one-quarter of a mile of the Project area; they are listed below in Table 4.

Table 4: National Register Properties on file with DAHP.

Register Number

Common Name Year built Distance from Project area

45IS310 Deception Pass State Park 1933-1938 within 45SK170 Deception Pass Bridge 1935 ~0.2 miles 45SK238 Canoe Pass Bridge 1935 ~0.45 miles

Deception State Park The Deception Pass State Park Historic District encompasses the southern end of Fidalgo Island, the Deception Pass and Canoe Pass Bridges and the northern end of Whidbey Island. Thirty-two structures



of historic significance were developed and constructed by the CCC between the years of 1933 and 1938 for use as picnic areas and caretaker areas (McMurray 2012).

Deception Pass and Canoe Pass Bridges Surveys were conducted in 1908 to determine feasibility of a road and bridge system to connect Skagit and Island counties. In 1934, the CCC began construction completing first the Canoe Pass Bridge and then the Deception Pass portion. Both bridges are representations of the evolution of the cantilever truss (Soderberg 1979a and 1979b). Mauer Barn The Mauer Barn was constructed in 1925 with a wood and metal gable roof and batten board, drop and shingle siding. The condition of the barn at time of recording was listed as poor.

4.4 Archaeological Expectations Based on our knowledge of cultural materials previously located in the vicinity of the Project, as well as general knowledge about the local and regional history of the area as detailed in section 3.3, there are a few types of cultural material that are most likely to be found. Precontact finds are likely to be isolated lithic artifacts or lithic scatters, resource processing or procurement and or evidence related to activities associated with trail use. Plant or animal harvesting or small short-term encampments may also be encountered. Historic refuse associated with early homesteading on Whidbey Island and leisure activities before the official park construction may be encountered. Additionally, historic refuse associated with the CCC construction of the stone bridge and other Deception State Park elements may be encountered. Areas with steep topography are less likely to have cultural deposits as the dominant surface-altering processes are erosional; on more level ground erosion would be less pronounced and the likelihood of people using level locations is much higher. We also expect to see archaeological sites where the is natural protection from wind and weather, a good vantage point for observing animals for hunting, and locations that are dry part of the year. Access to drinking water is also a primary concern so we find archaeological site near features that could have had potable water in the past.

5.0 METHODS This section provides details on the archival research and fieldwork methods that Equinox Research and Consulting International Inc. (ERCI) carried out.

5.1 Archival Research ERCI researchers

• Reviewed site forms and reports of previous archaeology on file at the Department of Archaeology and Historic Preservation (DAHP) in Olympia, Washington

• Reviewed other archaeological reports and related documents on file at the ERCI offices in Mount Vernon, Washington

• Reviewed published information on the precontact, traditional Native American and historic land use in the Project area and the Salish Sea—including the Northern Puget Sound

• Reviewed the Island County Assessor’s records • Reviewed General Land Office and other historic maps

5.2 Fieldwork For the intertie location ERCI conducted a combined pedestrian survey and shovel testing effort on February 16, 2018. Shovel testing and pedestrian survey were conducted judgmentally due to dense



vegetation. Ground visibility was low with the exception of the Discovery trail, which has been graveled. All observations were recorded on paper, and activities photographed using digital range-finder cameras. ST locations were obtained using an Eos Arrow 100 Subfoot GNSS (Global Navigation Satellite System) GPS (Global Positioning System) high-accuracy receiver that connects to an Apple iPad via Bluetooth. To record field data on the iPad ERCI uses Esri’s Collector for ArcGIS. The Arrow 100 simultaneously captures location data from GPS, Glonass, and a third constellation (either Galileo or BeiDou), as well as automatically applying WAAS (Wide Area Augmentation System) corrections for 60-cm real-time accuracy; this allows for real-time results in the field with no need for post-processing. Sedimentary matrix and shovel test descriptions are provided in Appendix 1. Appendix 2 contains the photograph log. Field notes, digital photographs and GIS shape files are stored at ERCI’s offices in Mount Vernon, Washington.

6.0 RESULTS

6.1 Overview Assessment The following is an overview of the relationship between the landforms near the Project area and previously recorded archaeological sites, aimed at understanding the likelihood of discovering cultural resources at any given point along its length. The Project area on Fidalgo and Whidbey Islands occurs in a heavily populated precontact use area, with archaeological and ethnographic villages and camps within easy reach, as well as lakes and streams that hosted migratory fowl, fish, and water-loving plants. This Project area traverses the resource procurement zone for these sites, where people gathered economic and food plants and hunted terrestrial game, in places for at least 10,000 years. We base our assessment on

• Proximity to water, both marine and fresh, and the resources they contain • Proximity to known archaeological sites and the results of previous archaeological surveys—

less than half of the Project area has been surveyed, and none of it has been intensively investigated beneath the surface

• Likely pedestrian travel routes in the upland areas • Slope—archaeological sites are most likely to occur on fairly level ground near a source of

fresh water; in addition, in general, the steeper the terrain, the less likely it is that one would encounter buried cultural resources

• Elevation–in general, on the Salish Sea habitation sites are chosen for ease of access to aquatic resources and fresh water

• Knowledge of traditional subsistence, procurement and processing techniques play a part in determining where people are likely to go when they are foraging

Our purpose here is to identify high risk archaeological zones for the project. In the north, the Project area begins at the head of Fidalgo Bay, Quiet Cove, where SR 20 turns south toward Deception Pass and Whidbey Island. On the way it passes Lake Campbell and the smaller Pass Lake, where the relief is overall very steep, and bedrock outcrops dominate. Once on Whidbey Island, the route passes again through an area of fairly rugged topography, a continuation of the bedrock north of the Deception Pass Bridge. Then it passes through relatively low elevation, level to slightly rolling hills in the areas dominated by glacial deposits. East of Ault Field the route of the water line leaves SR 20 and drops onto one of Whidbey Islands prairies, where springs and streams keep the lower elevations well-watered. Finally, the route rises again somewhat, then drops on its way along Ault Field Road to end at Goldie Road.



6.2 High Probability Zones SR 20 passes through several areas where roadside construction has a moderate to high probability of exposing cultural resources. These are described below. Figure 18 illustrates these zones; Figure 19 and Figure 20 show where subsurface testing has been carried out within the zones.

6.1.1 Fern Hill Cemetery Quiet Cove is at the northernmost part of the Project area; it and the area around it are densely populated with precontact archaeological sites, including habitation sites. However, the area around Sharpe’s Corner has been heavily modified by construction and development, making it unlikely that construction would encounter cultural deposits SR 20 near the cove. Moreover, the water-line’s route along follows a ridge between two small valleys that would have been likely routes from Quiet Cove to Lake Campbell and Similk Bay. Nevertheless, about a third of a mile south of Quite Cove and adjacent to SR 20 is the still-active Fern Hill Cemetery, which had its beginnings in the late nineteenth century. Therefore, we believe that the area of the pipeline route for 100 feet north and south of the cemetery could be expected to contain buried or near-surface historic cultural resources.

6.1.2 Campbell and Pass Lakes As SR 20 drops down onto Campbell Lake it follows the valley bottom that is the most likely route of overland travel for people wanting to get from Quiet Cove to the lake. Such pathways are also where isolated artifacts can be expected. Campbell Lake itself would have been attractive to water birds and migratory waterfowl, and overall a pleasant place to spend leisure time. As a result, the portion of the Project area that skirts the lake could be expected to contain small- to medium-sized artifact scatters where people paused, and either made or maintained tools, making this a place where gear can be misplaced or discarded, creating small archaeological sites. It is also highly likely that seasonal procurement camps were located here, which may have left more extensive cultural deposits, with fire-modified rock (FMR) one of the tell-tales of the human presence. Once SR 20 turns southward toward Deception Pass, the road crosses a low-elevation saddle between a beach on the Pass and Lake Campbell. This, too is a likely pedestrian pathway, and is thus a place to expect evidence of past activity. From there, SR 20 travels westward through another pass that leads to Pass Lake, after which it skirts the margin of Pass Lake, another place that aquatic resources and wildlife would have attracted hunters and gatherers at times during the year. Evidence of this past use includes the discovery of a precontact woodworking tool on the lake shore. Thus, there is a relatively high probability that Project activities could disturb cultural resources at Pass Lake. Finally, a relatively broad valley to the west leads down from Pass Lake to Bowman Bay, where there are known precontact sites; thus, it is highly likely that this, too, was a well-travelled route in the past. To summarize, SR 20 between the intersection with Tibbles Lane in the northeast and a point 200 feet southwest of the intersection with Rosario Road comprises an area with a high probability of encountering buried cultural resources during construction for the water line.

6.1.3 Discovery Trail The Discovery Trail, a present-day hiking path that crosses SR 20 at the 1930s stone bridge, follows the straightest and lowest route from Cornet Bay to North Beach on the north end of Whidbey Island, both places where there are precontact occupation sites. Very likely this was a traditional travel corridor, and, like others mentioned above, could yield evidence of past activity during Project ground-disturbing activities, despite the negative archaeological survey of the planned intertie location, which is described in Section 6.2. Given the relatively rugged topography in the area it is likely that the most sensitive part of the landscape is 200 feet on either side of the bridge.



Figure 18: Sketch Map showing Project area (red), with blue representing high-probability zones.



Figure 19: Sketch map of the Project area’s northern portion showing where subsurface survey has occurred in the past.



Figure 20: Sketch map of the Project area’s southern portion showing where subsurface survey has occurred in the past.



6.1.4 Cornet Bay to Cranberry Lake Between Cornet Bay and Cranberry Lake is another likely traditional pathway. Between SR 20 at the entrance to the Deception Pass Park information center and the driveway to 40287 SR 20 there is a relatively high risk of encountering isolated artifacts or small artifact scatters.

6.1.5 Skagit Bay to Puget Sound—Clover Valley Another likely travel corridor exists between Dugualla Bay, on the east shore of Whidbey Island, and the Clover Valley, where Ault Field was built, where the water line turns south from SR 20 and follows North Monkey Hill Road and North Hoffman Road past Ault Field Road, ultimately ending at Goldie Road. Here the terrain is low elevation and low relief, and there are seasonal wetlands and a stream that empties into Dugualla Bay, draining most of valley. The area of concern extends from the intersection of North Monkey Hill Road and the Monkey Hill driveway to the intersection of North Hoffman Road and West Sleeper Road.

6.2 Intertie Assessment The combined pedestrian survey and shovel testing effort was carried out by Laura M. Syvertson, MS on February 16, 2018. The ten shovel tests were placed judgmentally due to dense vegetation. Ground visibility was low from the dense vegetation and the gravelling of the Discovery trail where it crosses beneath SR 20 at a stone bridge built in the 1930s (Figure 21–Figure 24). The City plans to construct an intertie in an area comprising approximately one acre (Figure 25).

6.2.1 Pedestrian Survey Pedestrian survey followed the existing Discovery trail and cleared areas following the existing water line (Figure 26). Ground visibility was low due to dense vegetation outside of the cleared areas. The Discovery trail has been graveled. This is likely partly due to the fact that the trail was originally designed to be a road for automobiles. The stone bridge over Discovery trail is visible from the trail and is within the Project area (Figure 27, Figure 28). The Stone bridge was built by the CCC as part of the park construction and qualifies as part of the protected infrastructure on the National Historic Register. However, as the pipeline will be underground and will not require any modification to the bridge, there is no anticipated effect on this National Historic Property. No archaeological sites or other historic properties were recorded during pedestrian survey.

6.2.2 Subsurface Survey Ten STs were excavated in the Project area (Figure 29), ranging in diameter between 43 and 55 cm and between 23 and 66 cm deep. Observed sediments included local material (including glacial till) used as fill, and glacial till. Appendix1 provides descriptions of the six matrices observed. Four of the eight STs contained M1 above M3 (Figure 30: ST 5 Profile.); three contained Matrix 1 (M1) over M7 and M3 (Figure 31: View south, ST 8 Profile.). A third profile consisted of M1 over M4, overlying M5 and M4. The fourth profile ERCI observed was M1 over M6 and M3. The fifth contained M1 over M6 and M3.



Figure 21: USGS Deception Pass 7.5-minute quadrangle map with the intertie Project area outlined in red.

Figure 22: Aerial map showing the intertie Project area outlined in red.



Figure 23: Assessor’s map showing the intertie Project area outlined in red.

Figure 24: Lidar map showing the intertie Project area outlined in red.



Figure 25: Engineer's map showing the intertie Project area in red.



Figure 26: Map of pedestrian survey transects in black dashed lines with the intertie Project area in red.



Figure 27: View west, intertie Project overview showing stone bridge and trail sign.

Figure 28: View east, intertie Project overview showing stone bridge and utility access.



Figure 29: Map showing ST locations with the intertie Project area outlined in red.



Shovel Test 3 (Figure 32: View north, ST 3 Profile.) was an anomaly in that it had an oxidized layer that looked like a burn had happened on top of M3 (disturbed glacial deposits) and then the heated soil from beneath that burn was pushed into the location of M3 and a local A horizon—developed soil was pushed on top of it. This likely happened during grading events either associated with trail or road construction. The oxidized or burned soil had no artifacts or other objects, just heated sediment. One D dry cell battery was encountered in ST 3 in the top 10 cm of M1V2, a fill deposit. It has a light grey body, imprinted on one side, from top to bottom, with “BATTERY, DRY,” “BA-30,” “NBA-O30,” “DAAB07-82-D-6046,” “UNION CARBIDE CORPORATION,” “BATTERY PRODUCTS DIVISION,” “ASHEBORO, N.C., U.S.A.,” and on the other side, from top to bottom, “+,” “1 ½ VOLTS,” and “(–).” The battery was documented and reburied in ST 3. During on line research, several antique sellers and military equipment hobbyists state that this battery is was made to US military specifications between World War II and the 1980s. No definitive date could be found. As this could be as recent as 1980 ERCI does not consider this a historic artifact for management purposes.

Figure 30: ST 5 Profile.



Figure 31: View south, ST 8 Profile.

Figure 32: View north, ST 3 Profile.



6.3 Discussion For the intertie part of the Project ERCI conducted a pedestrian survey and excavated 10 STs. There were no protected cultural resources encountered during this testing.

7.0 MANAGEMENT RECOMMENDATIONS No protected cultural resources were identified during our fieldwork that might be impacted by the proposed project. The management recommendations that we are now providing are based on our findings from this initial investigation. We recommend that:

1. The greater Project area runs through many high probability zones along the route and we believe that when the final condition assessment plan is in place that the high probability locations should be shovel tested ahead of time.

2. Any geotechnical investigations or other ground disturbing activities, including at the intertie location, associated with the design of this Project should be monitored by a professional archaeologist and that data collected should be used to help assess the risk to the rest of the project. This will require a monitoring plan to be developed. The monitoring plan should have the UDP incorporated into the plan.

3. An Unanticipated Discoveries Protocol (UDP) training should be given to all contractors working on this project and a copy of the Unanticipated Discoveries Protocol (UDP) to be kept on site at all times.

4. The final design of the condition assessment and the intertie construction design be reviewed by an archaeologist to determine if based on any shovel testing projects or other data gathering opportunities have provided more data to determine where we should shovel test ahead of time or develop a monitoring plan to monitor some areas.

5. In the event that any ground-disturbing activities or other project activities related to this development or in any future development uncover protected cultural material (e.g., bones, shell, stone or antler tools), all work in the immediate vicinity should stop, the area should be secured and any equipment moved to a safe distance away from the location. The on-site superintendent should then follow the steps specified in the UDP.

6. In the event that any ground-disturbing activities or other project activities related to this development or in any future development uncover human remains, all work in the immediate vicinity should stop, the area should be secured and any equipment moved to a safe distance away from the location. The on-site superintendent should then follow the steps specified in the UDP.



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Norman.



Rudolph, Teresa 2007 State of Washington Archaeological Site Inventory Form (45IS243). On file at the

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341.



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Washington State Department of Archaeology and Historic Preservation, Olympia. Spier, Leslie 1935 The Prophet Dance of the Northwest and its Derivatives: The Source of the Ghost Dance.

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http://wsm.wsu.edu/s/index.php?id=764, accessed February 21, 2018. Stevenson, Shanna B.



1977 National Register of Historic Places Inventory- Nomination form for 45DT169, New Market: [Stehtsamish] (prehistoric) / Tumwater Historic District. On file, Department of Archaeology and Historic Preservation, Olympia.

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Victoria, British Columbia.



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Maritime Cultures on the Northeast and Northwest Coasts of America, edited by Ronald J. Nash, pp. 109-124. Simon Fraser University, Department of Archaeology Publication 11. Simon Fraser University, Burnaby.



9.0 APPENDICES

Appendix 1: Shovel Test Descriptions, Particle Size Classes and Matrix Descriptions Particle Size Classes

Scale Clay Silt Sand Gravel Pebble Cobble Boulder in <.00015 .00015–.0025 .0025–.08 .08–1 1–4 4–10 >10

mm <.004 .004–.062 .062–2 2–25.4 25.4–102 102–254 >254 Matrix Descriptions

Matrix 1: 10 YR 2/2 very dark brown gravels (70%) with 25% sandy silt and 5% organics; local top soil mostly disturbed

Matrix 2: 10 YR 3/4 yellowish brown gravels (90%) with 10% sand; medium compaction; wet; imported road fill.

Matrix 3: 10 YR 3/4 yellowish brown gravels (60%) with 35% silty sand and 5% cobbles; dense compaction; glacial till

Matrix 4: Gray gravels (60%) with 35% sandy silt and 5% cobbles; glacial local disturbed Matrix 5: 10 YR 2/2 very dark brown gravels (70%) with 25% sandy silt and 5% organics; top

soil; Buried A horizon. This indicated a buried surface. Matrix 6: 60% cobbles with 20% gravels and 20% sand; locally fill deposits from a beach. Matrix 7: Brown M3; B horizon, intact

Shovel Test Descriptions

ST Depth (cm)

Dia (cm)

Matrix Description Comments

1 23 44 0-13: M1. 13-22: M2. Water table at M3 at base.

Negative.

2 33 47 0-20: M1. 20-33: M3. Water table at base.

Negative.

3 66 43 0-20: M1-military D battery in top 10 cm. 20-32: M4. 32-66: M5-oxidized lens on NE wall at 35-47 cm dbs. 66: M4-super compact.

Negative.

4 60 50 0-13: M1-sandy with duff. 13-37: M6. 37-60: M3-sandy. Terminated due to wall collapse.

Negative.

5 3 46 0-17: M1. 17-32: M3.

Negative.

6 32 46 0-17: M1. 17-32: M3.

Negative.

7 46 50 0-16: M1. 16-46: M3.

Negative.

8 50 40 0-10: M1. 10-35: M7. 35-50: M3.

Negative.

9 55 50 0-10: M1. 10-45: M7-large boulder in N wall at 10-35 cm dbs. 45-55: M3.

Negative.



ST Depth (cm)

Dia (cm)

Matrix Description Comments

10 36 55 0-12: M1. 12-27: M7. 27-36: M3. Terminated due to rock and root impasse.

Negative.

Appendix 2: Photograph Log Number View Description 180212LS-1 DELETE DELETE 180212LS-2 DELETE DELETE 180212LS-3 DELETE DELETE 180212LS-4 DELETE DELETE 180212LS-5 DELETE DELETE 180212LS-6 S Hwy 20 stone bridge overview 180212LS-7 S Hwy 20 stone bridge overview 180212LS-8 N Hwy 20 stone bridge overview 180212LS-9 S Waterline path from Hwy 20 to Discovery Trail 180212LS-10 W Stone bridge and Discovery Trail 180212LS-11 E Stone bridge and Discovery Trail showing sewer and gas access 180212LS-12 SE Gas access near stone bridge 180212LS-13 PLAN Sign on W side of stone bridge honoring John Tursi's contributions to the park 180216LS-14 N ST 1 profile without scale 180216LS-15 W ST 1 overview showing bridge 180216LS-16 NE ST 1 profile with scale 180216LS-17 NE ST 2 profile without scale 180216LS-18 N ST 2 overview with trail sign in view 180216LS-19 N ST 3 profile with scale 180216LS-20 N ST 3 profile without scale 180216LS-21 S ST 3 overview showing dense vegetation 180216LS-22 PLAN D battery, positive end 180216LS-23 PLAN D battery, negative end 180216LS-24 PLAN D battery, front label with scale 180216LS-25 PLAN D battery, back label with scale 180216LS-26 PLAN D battery, front label 180216LS-27 PLAN D battery, back label 180216LS-28 W ST 4 profile with scale 180216LS-29 W ST 4 profile without scale 180216LS-30 W ST 4 profile without scale 180216LS-31 S ST 4 overview 180216LS-32 SW ST 5 profile with scale 180216LS-33 SW ST 5 profile without scale, with flash 180216LS-34 SW ST 5 profile without scale, without flash 180216LS-35 E ST 6 profile with scale



Number View Description 180216LS-36 E ST 6 profile without scale 180216LS-37 E ST 6 overview showing bridge 180216LS-38 S ST 7 profile with scale 180216LS-39 S ST 7 profile without scale 180216LS-40 SW ST 7 overview showing Discovery/N Beach trail intersect 180216LS-41 S ST 8 profile with scale 180216LS-42 S ST 8 profile without scale 180216LS-43 NE ST 8 overview showing sewer access and bridge 180216LS-44 NE ST 9 profile with scale 180216LS-45 N ST 9 profile without scale 180216LS-46 E ST 9 overview showing water access 180216LS-47 E ST 10 profile with scale 180216LS-48 E ST 10 profile without scale 180216LS-49 NE ST 10 overview with N Beach trail sign in view



Appendix 3: Unanticipated Discovery Protocol In the event that any ground-disturbing activities or other project activities related to this development or any future development uncover protected cultural material (e.g., bones, shell, antler, horn or stone tools), the following actions should be taken:

1. If the any object that may be older than 50 years is encountered then the on-site superintendent should avoid the object and relocate work activities to a different area within the APE. The on-site superintendent should then contact the project manager. The project manager should then call a professional archaeologist to evaluate the discovery.

a. If the unanticipated discovery is a historic feature (e.g., hearth, building foundation, privy, etc.) or prehistoric protected cultural materials (e.g., bones, shell, antler, horn or stone tools) The archaeologist will provide the evaluation and recommendations in writing to the lead agency who will provide to DAHP for concurrence with the recommendations

i. The Department of Archaeology and Historic Preservation (DAHP), Dr. Robert Whitlam (360-586-3080).

2. In the case of an unanticipated discovery of human remains, the project manager or on-site superintendent will cease excavation, secure the area and contact the Island County Sheriff’s Office (360-417-2459 or 911) and the 360-417-2459 Coroner (360-417-2301), who will determine if the remains are forensic. If the remains are not forensic the Department of Archaeology and Historic Preservation State Physical Anthropologist, Guy Tasa (360-586-3534) will be called to manage the human remains, and will consult with the concerned parties.

Cultural material that may be protected by law could include but not be limited to:

• Historic bottles, china and soldered dot cans (Figure 33, Figure 34) • Buried layers of black soil with layers of shell, charcoal, fish and mammal bones (Figure 35) • Buried cobbles that may indicate a hearth feature (Figure 36) • Stone tools or stone flakes (Figure 37) • Stone, bone, shell, horn, or antler tools that may include projectile points (arrowheads),

scrapers, cutting tools, wood working wedges or axes, and grinding stones (Figure 38–Figure 43)

• Perennially damp areas may have preservation conditions that allow for remnants of wood and other plant fibers; in these locations there may be remains including fragments of basketry (Figure 44), weaving, wood tools, or carved pieces

• human remains



Figure 33: Example of historic glass artifacts for UDP.

Figure 34: Example of historic solder dot can for UDP



Figure 35: Example of protected shell midden for UDP.

Figure 36: Example of protected rock lined hearth feature for UDP.



Figure 37: Example of projectile point for UDP.

Figure 38: Example of protected worked bone and spines for UDP.



Figure 39: Example of protected adze blade for UDP.

Figure 40: Example of stone tool for UDP.



Figure 41: Example of stone tool for UDP.

Figure 42: Example of bone awl for UDP.



Figure 43: Example of worked bone, beak and spines for UDP.

Figure 44: Example of cedar bark basketry for UDP.



CONTACT LIST Sheriff Island County 360-417-2459

Coroner Island County 360-417-2301

Joe Stowell City of Oak Harbor 360-279-4750 [email protected]

Jackie Ferry Samish Indian Nation 360-726-3399 [email protected]

Kerry Lyste Stillaguamish Tribe of Indians

360.652.3687 ext. 14 [email protected]

Dennis Lewarch Suquamish Tribe 360-509-1321 [email protected]

Josephine Jefferson Swinomish Indian Tribal Community 360.466.7352 [email protected]

Richard Young Tulalip Tribes 360-716-2652 [email protected]

Scott Schuyler Upper Skagit Indian Tribe 360-982-8218 [email protected]

Robert Whitlam Washington State DAHP, State Archaeologist 360-586-3080 [email protected]

Guy Tasa Washington State Physical Anthropologist 360-586-3534 [email protected]

Kelly Bush Project Archaeologist (ERCI) 360-661-0356 [email protected]


mailto:[email protected]

APPENDIX C

Affidavit of Industrial Insurance Compliance


APPENDIX D

Washington State Prevailing Wages


State of Washington

Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335

PO Box 44540, Olympia, WA 98504-4540

Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of

fringe benefits. On public works projects, worker's wage and benefit rates must add to not lessthan this total. A brief description of overtime calculation requirements are provided on the

Benefit Code Key.

Journey Level Prevailing Wage Rates for the Effective Date: 12/13/2018 County Trade Job Classification Wage Holiday Overtime NoteIsland Asbestos Abatement Workers Journey Level $46.57 5D 1H

Island Boilermakers Journey Level $66.54 5N 1C

Island Brick Mason Journey Level $57.32 5A 1M

Island Brick Mason Pointer-Caulker-Cleaner $57.32 5A 1M

Island Building Service Employees Janitor $11.50 1

Island Building Service Employees Shampooer $11.50 1

Island Building Service Employees Waxer $11.50 1

Island Building Service Employees Window Cleaner $11.50 1

Island Cabinet Makers (In Shop) Journey Level $24.63 1

Island Carpenters Acoustical Worker $60.04 5D 4C

Island Carpenters Bridge, Dock And WharfCarpenters

$60.04 5D 4C

Island Carpenters Carpenter $60.04 5D 4C

Island Carpenters Carpenters on Stationary Tools $60.17 5D 4C

Island Carpenters Creosoted Material $60.14 5D 4C

Island Carpenters Floor Finisher $60.04 5D 4C

Island Carpenters Floor Layer $60.04 5D 4C

Island Carpenters Scaffold Erector $60.04 5D 4C

Island Cement Masons Journey Level $60.07 7A 4U

Island Divers & Tenders Bell/Vehicle or SubmersibleOperator (Not Under Pressure)

$113.60 5D 4C

Island Divers & Tenders Dive Supervisor/Master $76.33 5D 4C

Island Divers & Tenders Diver $113.60 5D 4C 8V

Island Divers & Tenders Diver On Standby $71.33 5D 4C

Island Divers & Tenders Diver Tender $64.71 5D 4C

Island Divers & Tenders Manifold Operator $64.71 5D 4C

Island Divers & Tenders Manifold Operator Mixed Gas $69.71 5D 4C

Island Divers & Tenders Remote Operated VehicleOperator/Technician

$64.71 5D 4C

Island Divers & Tenders Remote Operated Vehicle $60.29 5A 4C


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javascript:__doPostBack('grdWageLookUp','Sort$job_classification_name')

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Tender

Island Dredge Workers Assistant Engineer $56.44 5D 3F

Island Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F

Island Dredge Workers Boatmen $56.44 5D 3F

Island Dredge Workers Engineer Welder $57.51 5D 3F

Island Dredge Workers Leverman, Hydraulic $58.67 5D 3F

Island Dredge Workers Mates $56.44 5D 3F

Island Dredge Workers Oiler $56.00 5D 3F

Island Drywall Applicator Journey Level $58.48 5D 1H

Island Drywall Tapers Journey Level $59.32 5P 1E

Island Electrical Fixture MaintenanceWorkers

Journey Level $13.82 1

Island Electricians - Inside Cable Splicer $71.52 7H 1E

Island Electricians - Inside Construction Stock Person $34.97 7H 1D

Island Electricians - Inside Journey Level $66.89 7H 1E

Island Electricians - Motor Shop Craftsman $15.37 1

Island Electricians - Motor Shop Journey Level $14.69 1

Island Electricians - PowerlineConstruction

Cable Splicer $79.43 5A 4D


Certified Line Welder $69.75 5A 4D


Groundperson $46.28 5A 4D


Heavy Line Equipment Operator $69.75 5A 4D


Journey Level Lineperson $69.75 5A 4D


Line Equipment Operator $59.01 5A 4D


Meter Installer $46.28 5A 4D 8W


Pole Sprayer $69.75 5A 4D


Powderperson $52.20 5A 4D

Island Electronic Technicians Electronic Technicians JourneyLevel

$43.70 5B 1B

Island Elevator Constructors Mechanic $91.24 7D 4A

Island Elevator Constructors Mechanic In Charge $98.51 7D 4A

Island Fabricated Precast ConcreteProducts


Island Fabricated Precast ConcreteProducts

Journey Level - In-Factory WorkOnly

$13.50 1

Island Fence Erectors Fence Erector $41.45 7A 3I

Island Fence Erectors Fence Laborer $41.45 7A 3I

Island Flaggers Journey Level $41.45 7A 3I

Island Glaziers Journey Level $63.06 7L 1Y

Island Heat & Frost Insulators And Journeyman $73.58 5J 4H


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Asbestos Workers

Island Heating Equipment Mechanics Journey Level $82.51 7F 1E

Island Hod Carriers & Mason Tenders Journey Level $50.42 7A 3I

Island Industrial Power VacuumCleaner


Island Inland Boatmen Boat Operator $61.41 5B 1K

Island Inland Boatmen Cook $56.48 5B 1K

Island Inland Boatmen Deckhand $57.48 5B 1K

Island Inland Boatmen Deckhand Engineer $58.81 5B 1K

Island Inland Boatmen Launch Operator $58.89 5B 1K

Island Inland Boatmen Mate $57.31 5B 1K

Island Inspection/Cleaning/Sealing OfSewer & Water Systems ByRemote Control

Cleaner Operator, FoamerOperator

$11.50 1


Grout Truck Operator $11.50 1


Head Operator $12.78 1


Technician $11.50 1


Tv Truck Operator $11.50 1

Island Insulation Applicators Journey Level $60.04 5D 4C

Island Ironworkers Journeyman $69.28 7N 1O

Island Laborers Air, Gas Or Electric VibratingScreed

$48.90 7A 3I

Island Laborers Airtrac Drill Operator $50.42 7A 3I

Island Laborers Ballast Regular Machine $48.90 7A 3I

Island Laborers Batch Weighman $41.45 7A 3I

Island Laborers Brick Pavers $48.90 7A 3I

Island Laborers Brush Cutter $48.90 7A 3I

Island Laborers Brush Hog Feeder $48.90 7A 3I

Island Laborers Burner $48.90 7A 3I

Island Laborers Caisson Worker $50.42 7A 3I

Island Laborers Carpenter Tender $48.90 7A 3I

Island Laborers Caulker $48.90 7A 3I

Island Laborers Cement Dumper-paving $49.81 7A 3I

Island Laborers Cement Finisher Tender $48.90 7A 3I

Island Laborers Change House Or Dry Shack $48.90 7A 3I

Island Laborers Chipping Gun (under 30 Lbs.) $48.90 7A 3I

Island Laborers Chipping Gun(30 Lbs. And Over) $49.81 7A 3I

Island Laborers Choker Setter $48.90 7A 3I

Island Laborers Chuck Tender $48.90 7A 3I

Island Laborers Clary Power Spreader $49.81 7A 3I






































Island Laborers Clean-up Laborer $48.90 7A 3I

Island Laborers Concrete Dumper/chuteOperator

$49.81 7A 3I

Island Laborers Concrete Form Stripper $48.90 7A 3I

Island Laborers Concrete Placement Crew $49.81 7A 3I

Island Laborers Concrete Saw Operator/coreDriller

$49.81 7A 3I

Island Laborers Crusher Feeder $41.45 7A 3I

Island Laborers Curing Laborer $48.90 7A 3I

Island Laborers Demolition: Wrecking & Moving(incl. Charred Material)

$48.90 7A 3I

Island Laborers Ditch Digger $48.90 7A 3I

Island Laborers Diver $50.42 7A 3I

Island Laborers Drill Operator(hydraulic,diamond)

$49.81 7A 3I

Island Laborers Dry Stack Walls $48.90 7A 3I

Island Laborers Dump Person $48.90 7A 3I

Island Laborers Epoxy Technician $48.90 7A 3I

Island Laborers Erosion Control Worker $48.90 7A 3I

Island Laborers Faller & Bucker Chain Saw $49.81 7A 3I

Island Laborers Fine Graders $48.90 7A 3I

Island Laborers Firewatch $41.45 7A 3I

Island Laborers Form Setter $48.90 7A 3I

Island Laborers Gabian Basket Builders $48.90 7A 3I

Island Laborers General Laborer $48.90 7A 3I

Island Laborers Grade Checker & Transit Person $50.42 7A 3I

Island Laborers Grinders $48.90 7A 3I

Island Laborers Grout Machine Tender $48.90 7A 3I

Island Laborers Groutmen (pressure)includingPost Tension Beams

$49.81 7A 3I

Island Laborers Guardrail Erector $48.90 7A 3I

Island Laborers Hazardous Waste Worker (levelA)

$50.42 7A 3I

Island Laborers Hazardous Waste Worker (levelB)

$49.81 7A 3I

Island Laborers Hazardous Waste Worker (levelC)

$48.90 7A 3I

Island Laborers High Scaler $50.42 7A 3I

Island Laborers Jackhammer $49.81 7A 3I

Island Laborers Laserbeam Operator $49.81 7A 3I

Island Laborers Maintenance Person $48.90 7A 3I

Island Laborers Manhole Builder-mudman $49.81 7A 3I

Island Laborers Material Yard Person $48.90 7A 3I

Island Laborers Motorman-dinky Locomotive $49.81 7A 3I

Island Laborers Nozzleman (concrete Pump,Green Cutter When UsingCombination Of High PressureAir & Water On Concrete &

$49.81 7A 3I







































Rock, Sandblast, Gunite,Shotcrete, Water Bla

Island Laborers Pavement Breaker $49.81 7A 3I

Island Laborers Pilot Car $41.45 7A 3I

Island Laborers Pipe Layer Lead $50.42 7A 3I

Island Laborers Pipe Layer/tailor $49.81 7A 3I

Island Laborers Pipe Pot Tender $49.81 7A 3I

Island Laborers Pipe Reliner $49.81 7A 3I

Island Laborers Pipe Wrapper $49.81 7A 3I

Island Laborers Pot Tender $48.90 7A 3I

Island Laborers Powderman $50.42 7A 3I

Island Laborers Powderman's Helper $48.90 7A 3I

Island Laborers Power Jacks $49.81 7A 3I

Island Laborers Railroad Spike Puller - Power $49.81 7A 3I

Island Laborers Raker - Asphalt $50.42 7A 3I

Island Laborers Re-timberman $50.42 7A 3I

Island Laborers Remote Equipment Operator $49.81 7A 3I

Island Laborers Rigger/signal Person $49.81 7A 3I

Island Laborers Rip Rap Person $48.90 7A 3I

Island Laborers Rivet Buster $49.81 7A 3I

Island Laborers Rodder $49.81 7A 3I

Island Laborers Scaffold Erector $48.90 7A 3I

Island Laborers Scale Person $48.90 7A 3I

Island Laborers Sloper (over 20") $49.81 7A 3I

Island Laborers Sloper Sprayer $48.90 7A 3I

Island Laborers Spreader (concrete) $49.81 7A 3I

Island Laborers Stake Hopper $48.90 7A 3I

Island Laborers Stock Piler $48.90 7A 3I

Island Laborers Tamper & Similar Electric, Air &Gas Operated Tools

$49.81 7A 3I

Island Laborers Tamper (multiple & Self-propelled)

$49.81 7A 3I

Island Laborers Timber Person - Sewer (lagger,Shorer & Cribber)

$49.81 7A 3I

Island Laborers Toolroom Person (at Jobsite) $48.90 7A 3I

Island Laborers Topper $48.90 7A 3I

Island Laborers Track Laborer $48.90 7A 3I

Island Laborers Track Liner (power) $49.81 7A 3I

Island Laborers Traffic Control Laborer $44.33 7A 3I 8R

Island Laborers Traffic Control Supervisor $44.33 7A 3I 8R

Island Laborers Truck Spotter $48.90 7A 3I

Island Laborers Tugger Operator $49.81 7A 3I

Island Laborers Tunnel Work-Compressed AirWorker 0-30 psi

$107.60 7A 3I 8Q

Island Laborers Tunnel Work-Compressed AirWorker 30.01-44.00 psi

$112.63 7A 3I 8Q










































$116.31 7A 3I 8Q


$122.01 7A 3I 8Q


$124.13 7A 3I 8Q


$129.23 7A 3I 8Q


$131.13 7A 3I 8Q


$133.13 7A 3I 8Q


$135.13 7A 3I 8Q

Island Laborers Tunnel Work-Guage and LockTender

$50.52 7A 3I 8Q

Island Laborers Tunnel Work-Miner $50.52 7A 3I 8Q

Island Laborers Vibrator $49.81 7A 3I

Island Laborers Vinyl Seamer $48.90 7A 3I

Island Laborers Watchman $37.67 7A 3I

Island Laborers Welder $49.81 7A 3I

Island Laborers Well Point Laborer $49.81 7A 3I

Island Laborers Window Washer/cleaner $37.67 7A 3I

Island Laborers - Underground Sewer &Water

General Laborer & Topman $48.90 7A 3I

Island Laborers - Underground Sewer &Water

Pipe Layer $49.81 7A 3I

Island Landscape Construction Landscape Laborer $37.67 7A 3I

Island Landscape Construction Landscape Operator $59.49 7A 3C 8P

Island Lathers Journey Level $58.48 5D 1H

Island Marble Setters Journey Level $57.32 5A 1M

Island Metal Fabrication (In Shop) Fitter $15.16 1

Island Metal Fabrication (In Shop) Laborer $11.50 1

Island Metal Fabrication (In Shop) Machine Operator $11.50 1

Island Metal Fabrication (In Shop) Painter $11.50 1

Island Metal Fabrication (In Shop) Welder $15.16 1

Island Millwright Journey Level $61.54 5D 4C

Island Modular Buildings Journey Level $11.50 1

Island Painters Journey Level $42.50 6Z 2B

Island Pile Driver Crew Tender $54.99 5D 4C

Island Pile Driver Hyperbaric Worker -Compressed Air Worker 0-30.00PSI

$74.87 5D 4C

Island Pile Driver Hyperbaric Worker -Compressed Air Worker 30.01 -44.00 PSI

$79.87 5D 4C


$83.87 5D 4C




































$88.87 5D 4C


$91.37 5D 4C


$96.37 5D 4C


$98.37 5D 4C


$100.37 5D 4C


$102.37 5D 4C

Island Pile Driver Journey Level $60.29 5D 4C

Island Plasterers Journey Level $56.54 7Q 1R

Island Playground & Park EquipmentInstallers


Island Plumbers & Pipefitters Journey Level $71.42 5A 1G

Island Power Equipment Operators Asphalt Plant Operators $60.49 7A 3C 8P

Island Power Equipment Operators Assistant Engineer $56.90 7A 3C 8P

Island Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P

Island Power Equipment Operators Batch Plant Operator, Concrete $59.96 7A 3C 8P

Island Power Equipment Operators Bobcat $56.90 7A 3C 8P

Island Power Equipment Operators Brokk - Remote DemolitionEquipment

$56.90 7A 3C 8P

Island Power Equipment Operators Brooms $56.90 7A 3C 8P

Island Power Equipment Operators Bump Cutter $59.96 7A 3C 8P

Island Power Equipment Operators Cableways $60.49 7A 3C 8P

Island Power Equipment Operators Chipper $59.96 7A 3C 8P

Island Power Equipment Operators Compressor $56.90 7A 3C 8P

Island Power Equipment Operators Concrete Pump: Truck MountWith Boom Attachment Over 42M

$60.49 7A 3C 8P

Island Power Equipment Operators Concrete Finish Machine -laserScreed

$56.90 7A 3C 8P

Island Power Equipment Operators Concrete Pump - Mounted OrTrailer High Pressure LinePump, Pump High Pressure.

$59.49 7A 3C 8P

Island Power Equipment Operators Concrete Pump: Truck MountWith Boom Attachment Up To42m

$59.96 7A 3C 8P

Island Power Equipment Operators Conveyors $59.49 7A 3C 8P

Island Power Equipment Operators Cranes Friction: 200 tons andover

$62.33 7A 3C 8P

Island Power Equipment Operators Cranes: 20 Tons Through 44Tons With Attachments

$59.96 7A 3C 8P






























Island Power Equipment Operators Cranes: 100 Tons Through 199Tons, Or 150' Of Boom(Including Jib WithAttachments)

$61.10 7A 3C 8P

Island Power Equipment Operators Cranes: 200 tons- 299 tons, or250’ of boom including jib withattachments

$61.72 7A 3C 8P

Island Power Equipment Operators Cranes: 300 tons and over or300’ of boom including jib withattachments

$62.33 7A 3C 8P

Island Power Equipment Operators Cranes: 45 Tons Through 99Tons, Under 150' Of Boom(including Jib WithAttachments)

$60.49 7A 3C 8P

Island Power Equipment Operators Cranes: A-frame - 10 Tons AndUnder

$56.90 7A 3C 8P

Island Power Equipment Operators Cranes: Friction cranes through199 tons

$61.72 7A 3C 8P

Island Power Equipment Operators Cranes: Through 19 Tons WithAttachments A-frame Over 10Tons

$59.49 7A 3C 8P

Island Power Equipment Operators Crusher $59.96 7A 3C 8P

Island Power Equipment Operators Deck Engineer/deck Winches(power)

$59.96 7A 3C 8P

Island Power Equipment Operators Derricks, On Building Work $60.49 7A 3C 8P

Island Power Equipment Operators Dozers D-9 & Under $59.49 7A 3C 8P

Island Power Equipment Operators Drill Oilers: Auger Type, TruckOr Crane Mount

$59.49 7A 3C 8P

Island Power Equipment Operators Drilling Machine $61.10 7A 3C 8P

Island Power Equipment Operators Elevator And Man-lift:Permanent And Shaft Type

$56.90 7A 3C 8P

Island Power Equipment Operators Finishing Machine, Bidwell AndGamaco & Similar Equipment

$59.96 7A 3C 8P

Island Power Equipment Operators Forklift: 3000 Lbs And OverWith Attachments

$59.49 7A 3C 8P

Island Power Equipment Operators Forklifts: Under 3000 Lbs. WithAttachments

$56.90 7A 3C 8P

Island Power Equipment Operators Grade Engineer: Using BluePrints, Cut Sheets, Etc

$59.96 7A 3C 8P

Island Power Equipment Operators Gradechecker/stakeman $56.90 7A 3C 8P

Island Power Equipment Operators Guardrail Punch $59.96 7A 3C 8P

Island Power Equipment Operators Hard Tail End Dump ArticulatingOff- Road Equipment 45 Yards.& Over

$60.49 7A 3C 8P

Island Power Equipment Operators Hard Tail End Dump ArticulatingOff-road Equipment Under 45Yards

$59.96 7A 3C 8P

Island Power Equipment Operators Horizontal/directional DrillLocator

$59.49 7A 3C 8P

Island Power Equipment Operators Horizontal/directional DrillOperator

$59.96 7A 3C 8P


























Island Power Equipment Operators Hydralifts/boom Trucks Over 10Tons

$59.49 7A 3C 8P

Island Power Equipment Operators Hydralifts/boom Trucks, 10Tons And Under

$56.90 7A 3C 8P

Island Power Equipment Operators Loader, Overhead 8 Yards. &Over

$61.10 7A 3C 8P

Island Power Equipment Operators Loader, Overhead, 6 Yards. ButNot Including 8 Yards

$60.49 7A 3C 8P

Island Power Equipment Operators Loaders, Overhead Under 6Yards

$59.96 7A 3C 8P

Island Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P

Island Power Equipment Operators Loaders: Elevating Type Belt $59.49 7A 3C 8P

Island Power Equipment Operators Locomotives, All $59.96 7A 3C 8P

Island Power Equipment Operators Material Transfer Device $59.96 7A 3C 8P

Island Power Equipment Operators Mechanics, All (leadmen - $0.50Per Hour Over Mechanic)

$61.10 7A 3C 8P

Island Power Equipment Operators Motor Patrol Graders $60.49 7A 3C 8P

Island Power Equipment Operators Mucking Machine, Mole, TunnelDrill, Boring, Road HeaderAnd/or Shield

$60.49 7A 3C 8P

Island Power Equipment Operators Oil Distributors, BlowerDistribution & Mulch SeedingOperator

$56.90 7A 3C 8P

Island Power Equipment Operators Outside Hoists (elevators AndManlifts), Air Tuggers,strato

$59.49 7A 3C 8P

Island Power Equipment Operators Overhead, Bridge Type Crane:20 Tons Through 44 Tons

$59.96 7A 3C 8P

Island Power Equipment Operators Overhead, Bridge Type: 100Tons And Over

$61.10 7A 3C 8P

Island Power Equipment Operators Overhead, Bridge Type: 45 TonsThrough 99 Tons

$60.49 7A 3C 8P

Island Power Equipment Operators Pavement Breaker $56.90 7A 3C 8P

Island Power Equipment Operators Pile Driver (other Than CraneMount)

$59.96 7A 3C 8P

Island Power Equipment Operators Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P

Island Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P

Island Power Equipment Operators Power Plant $56.90 7A 3C 8P

Island Power Equipment Operators Pumps - Water $56.90 7A 3C 8P

Island Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P

Island Power Equipment Operators Quick Tower - No Cab, Under100 Feet In Height Based ToBoom

$56.90 7A 3C 8P

Island Power Equipment Operators Remote Control Operator OnRubber Tired Earth MovingEquipment

$60.49 7A 3C 8P

Island Power Equipment Operators Rigger And Bellman $56.90 7A 3C 8P

Island Power Equipment Operators Rigger/Signal Person, Bellman(Certified)

$59.49 7A 3C 8P

Island Power Equipment Operators Rollagon $60.49 7A 3C 8P

Island Power Equipment Operators Roller, Other Than Plant Mix $56.90 7A 3C 8P
































Island Power Equipment Operators Roller, Plant Mix Or Multi-liftMaterials

$59.49 7A 3C 8P

Island Power Equipment Operators Roto-mill, Roto-grinder $59.96 7A 3C 8P

Island Power Equipment Operators Saws - Concrete $59.49 7A 3C 8P

Island Power Equipment Operators Scraper, Self Propelled Under45 Yards

$59.96 7A 3C 8P

Island Power Equipment Operators Scrapers - Concrete & Carry All $59.49 7A 3C 8P

Island Power Equipment Operators Scrapers, Self-propelled: 45Yards And Over

$60.49 7A 3C 8P

Island Power Equipment Operators Service Engineers - Equipment $59.49 7A 3C 8P

Island Power Equipment Operators Shotcrete/gunite Equipment $56.90 7A 3C 8P

Island Power Equipment Operators Shovel , Excavator, Backhoe,Tractors Under 15 Metric Tons.

$59.49 7A 3C 8P

Island Power Equipment Operators Shovel, Excavator, Backhoe:Over 30 Metric Tons To 50Metric Tons

$60.49 7A 3C 8P

Island Power Equipment Operators Shovel, Excavator, Backhoes,Tractors: 15 To 30 Metric Tons

$59.96 7A 3C 8P

Island Power Equipment Operators Shovel, Excavator, Backhoes:Over 50 Metric Tons To 90Metric Tons

$61.10 7A 3C 8P

Island Power Equipment Operators Shovel, Excavator, Backhoes:Over 90 Metric Tons

$61.72 7A 3C 8P

Island Power Equipment Operators Slipform Pavers $60.49 7A 3C 8P

Island Power Equipment Operators Spreader, Topsider &Screedman

$60.49 7A 3C 8P

Island Power Equipment Operators Subgrader Trimmer $59.96 7A 3C 8P

Island Power Equipment Operators Tower Bucket Elevators $59.49 7A 3C 8P

Island Power Equipment Operators Tower Crane Up To 175' InHeight Base To Boom

$61.10 7A 3C 8P

Island Power Equipment Operators Tower Crane: over 175’ through250’ in height, base to boom

$61.72 7A 3C 8P

Island Power Equipment Operators Tower Cranes: over 250’ inheight from base to boom

$62.33 7A 3C 8P

Island Power Equipment Operators Transporters, All Track Or TruckType

$60.49 7A 3C 8P

Island Power Equipment Operators Trenching Machines $59.49 7A 3C 8P

Island Power Equipment Operators Truck Crane Oiler/driver - 100Tons And Over

$59.96 7A 3C 8P

Island Power Equipment Operators Truck Crane Oiler/driver Under100 Tons

$59.49 7A 3C 8P

Island Power Equipment Operators Truck Mount Portable Conveyor $59.96 7A 3C 8P

Island Power Equipment Operators Welder $60.49 7A 3C 8P

Island Power Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C 8P

Island Power Equipment Operators Yo Yo Pay Dozer $59.96 7A 3C 8P

Island Power Equipment Operators-Underground Sewer & Water

Asphalt Plant Operators $60.49 7A 3C 8P


Assistant Engineer $56.90 7A 3C 8P

Island Power Equipment Operators- Barrier Machine (zipper) $59.96 7A 3C 8P

































Underground Sewer & Water


Batch Plant Operator, Concrete $59.96 7A 3C 8P


Bobcat $56.90 7A 3C 8P


Brokk - Remote DemolitionEquipment

$56.90 7A 3C 8P


Brooms $56.90 7A 3C 8P


Bump Cutter $59.96 7A 3C 8P


Cableways $60.49 7A 3C 8P


Chipper $59.96 7A 3C 8P


Compressor $56.90 7A 3C 8P


Concrete Pump: Truck MountWith Boom Attachment Over 42M

$60.49 7A 3C 8P


Concrete Finish Machine -laserScreed

$56.90 7A 3C 8P


Concrete Pump - Mounted OrTrailer High Pressure LinePump, Pump High Pressure.

$59.49 7A 3C 8P


Concrete Pump: Truck MountWith Boom Attachment Up To42m

$59.96 7A 3C 8P


Conveyors $59.49 7A 3C 8P


Cranes Friction: 200 tons andover

$62.33 7A 3C 8P


Cranes: 20 Tons Through 44Tons With Attachments

$59.96 7A 3C 8P


Cranes: 100 Tons Through 199Tons, Or 150' Of Boom(Including Jib WithAttachments)

$61.10 7A 3C 8P


Cranes: 200 tons- 299 tons, or250’ of boom including jib withattachments

$61.72 7A 3C 8P


Cranes: 300 tons and over or300’ of boom including jib withattachments

$62.33 7A 3C 8P


Cranes: 45 Tons Through 99Tons, Under 150' Of Boom(including Jib WithAttachments)

$60.49 7A 3C 8P


Cranes: A-frame - 10 Tons AndUnder

$56.90 7A 3C 8P


Cranes: Friction cranes through199 tons

$61.72 7A 3C 8P

























Cranes: Through 19 Tons WithAttachments A-frame Over 10Tons

$59.49 7A 3C 8P


Crusher $59.96 7A 3C 8P


Deck Engineer/deck Winches(power)

$59.96 7A 3C 8P


Derricks, On Building Work $60.49 7A 3C 8P


Dozers D-9 & Under $59.49 7A 3C 8P


Drill Oilers: Auger Type, TruckOr Crane Mount

$59.49 7A 3C 8P


Drilling Machine $61.10 7A 3C 8P


Elevator And Man-lift:Permanent And Shaft Type

$56.90 7A 3C 8P


Finishing Machine, Bidwell AndGamaco & Similar Equipment

$59.96 7A 3C 8P


Forklift: 3000 Lbs And OverWith Attachments

$59.49 7A 3C 8P


Forklifts: Under 3000 Lbs. WithAttachments

$56.90 7A 3C 8P


Grade Engineer: Using BluePrints, Cut Sheets, Etc

$59.96 7A 3C 8P


Gradechecker/stakeman $56.90 7A 3C 8P


Guardrail Punch $59.96 7A 3C 8P


Hard Tail End Dump ArticulatingOff- Road Equipment 45 Yards.& Over

$60.49 7A 3C 8P


Hard Tail End Dump ArticulatingOff-road Equipment Under 45Yards

$59.96 7A 3C 8P


Horizontal/directional DrillLocator

$59.49 7A 3C 8P


Horizontal/directional DrillOperator

$59.96 7A 3C 8P


Hydralifts/boom Trucks Over 10Tons

$59.49 7A 3C 8P


Hydralifts/boom Trucks, 10Tons And Under

$56.90 7A 3C 8P


Loader, Overhead 8 Yards. &Over

$61.10 7A 3C 8P


Loader, Overhead, 6 Yards. ButNot Including 8 Yards

$60.49 7A 3C 8P


Loaders, Overhead Under 6Yards

$59.96 7A 3C 8P


Loaders, Plant Feed $59.96 7A 3C 8P



























Loaders: Elevating Type Belt $59.49 7A 3C 8P


Locomotives, All $59.96 7A 3C 8P


Material Transfer Device $59.96 7A 3C 8P


Mechanics, All (leadmen - $0.50Per Hour Over Mechanic)

$61.10 7A 3C 8P


Motor Patrol Graders $60.49 7A 3C 8P


Mucking Machine, Mole, TunnelDrill, Boring, Road HeaderAnd/or Shield

$60.49 7A 3C 8P


Oil Distributors, BlowerDistribution & Mulch SeedingOperator

$56.90 7A 3C 8P


Outside Hoists (elevators AndManlifts), Air Tuggers,strato

$59.49 7A 3C 8P


Overhead, Bridge Type Crane:20 Tons Through 44 Tons

$59.96 7A 3C 8P


Overhead, Bridge Type: 100Tons And Over

$61.10 7A 3C 8P


Overhead, Bridge Type: 45 TonsThrough 99 Tons

$60.49 7A 3C 8P


Pavement Breaker $56.90 7A 3C 8P


Pile Driver (other Than CraneMount)

$59.96 7A 3C 8P


Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P


Posthole Digger, Mechanical $56.90 7A 3C 8P


Power Plant $56.90 7A 3C 8P


Pumps - Water $56.90 7A 3C 8P


Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P


Quick Tower - No Cab, Under100 Feet In Height Based ToBoom

$56.90 7A 3C 8P


Remote Control Operator OnRubber Tired Earth MovingEquipment

$60.49 7A 3C 8P


Rigger And Bellman $56.90 7A 3C 8P


Rigger/Signal Person, Bellman(Certified)

$59.49 7A 3C 8P


Rollagon $60.49 7A 3C 8P


Roller, Other Than Plant Mix $56.90 7A 3C 8P



























Roller, Plant Mix Or Multi-liftMaterials

$59.49 7A 3C 8P


Roto-mill, Roto-grinder $59.96 7A 3C 8P


Saws - Concrete $59.49 7A 3C 8P


Scraper, Self Propelled Under45 Yards

$59.96 7A 3C 8P


Scrapers - Concrete & Carry All $59.49 7A 3C 8P


Scrapers, Self-propelled: 45Yards And Over

$60.49 7A 3C 8P


Service Engineers - Equipment $59.49 7A 3C 8P


Shotcrete/gunite Equipment $56.90 7A 3C 8P


Shovel , Excavator, Backhoe,Tractors Under 15 Metric Tons.

$59.49 7A 3C 8P


Shovel, Excavator, Backhoe:Over 30 Metric Tons To 50Metric Tons

$60.49 7A 3C 8P


Shovel, Excavator, Backhoes,Tractors: 15 To 30 Metric Tons

$59.96 7A 3C 8P


Shovel, Excavator, Backhoes:Over 50 Metric Tons To 90Metric Tons

$61.10 7A 3C 8P


Shovel, Excavator, Backhoes:Over 90 Metric Tons

$61.72 7A 3C 8P


Slipform Pavers $60.49 7A 3C 8P


Spreader, Topsider &Screedman

$60.49 7A 3C 8P


Subgrader Trimmer $59.96 7A 3C 8P


Tower Bucket Elevators $59.49 7A 3C 8P


Tower Crane Up To 175' InHeight Base To Boom

$61.10 7A 3C 8P


Tower Crane: over 175’ through250’ in height, base to boom

$61.72 7A 3C 8P


Tower Cranes: over 250’ inheight from base to boom

$62.33 7A 3C 8P


Transporters, All Track Or TruckType

$60.49 7A 3C 8P


Trenching Machines $59.49 7A 3C 8P


Truck Crane Oiler/driver - 100Tons And Over

$59.96 7A 3C 8P


Truck Crane Oiler/driver Under100 Tons

$59.49 7A 3C 8P

Island Power Equipment Operators- Truck Mount Portable Conveyor $59.96 7A 3C 8P



























Underground Sewer & Water


Welder $60.49 7A 3C 8P


Wheel Tractors, Farmall Type $56.90 7A 3C 8P


Yo Yo Pay Dozer $59.96 7A 3C 8P

Island Power Line Clearance TreeTrimmers

Journey Level In Charge $49.96 5A 4A


Spray Person $47.37 5A 4A


Tree Equipment Operator $49.96 5A 4A


Tree Trimmer $44.57 5A 4A


Tree Trimmer Groundperson $33.60 5A 4A

Island Refrigeration & Air ConditioningMechanics

Journey Level $70.71 5A 1G

Island Residential Brick Mason Journey Level $57.32 5A 1M

Island Residential Carpenters Journey Level $45.05 5D 4C

Island Residential Cement Masons Journey Level $60.07 7A 4U

Island Residential Drywall Applicators Journey Level $45.05 5D 4C

Island Residential Drywall Tapers Journey Level $45.19 5P 1E

Island Residential Electricians Journey Level $30.15 5I 1E

Island Residential Glaziers Journey Level $42.05 7L 1H

Island Residential InsulationApplicators

Journey Level $45.05 5D 4C

Island Residential Laborers Journey Level $36.68 7A 1H

Island Residential Marble Setters Journey Level $57.32 5A 1M

Island Residential Painters Journey Level $42.50 6Z 2B

Island Residential Plumbers &Pipefitters


Island Residential Refrigeration & AirConditioning Mechanics


Island Residential Sheet Metal Workers Journey Level (Field or Shop) $39.47 7J 1I

Island Residential Soft Floor Layers Journey Level $49.43 5A 3J

Island Residential Sprinkler Fitters(Fire Protection)

Journey Level $46.58 5C 2R

Island Residential Stone Masons Journey Level $57.32 5A 1M

Island Residential Terrazzo Workers Journey Level $52.61 5A 1M

Island Residential Terrazzo/TileFinishers

Journey Level $43.44 5A 1B

Island Residential Tile Setters Journey Level $52.61 5A 1M

Island Roofers Journey Level $51.52 5A 3H

Island Roofers Using Irritable BituminousMaterials

$54.52 5A 3H

Island Sheet Metal Workers Journey Level (Field or Shop) $82.51 7F 1E

Island Shipbuilding & Ship Repair New Construction Boilermaker $36.36 7V 1




































Island Shipbuilding & Ship Repair New Construction Carpenter $36.36 7V 1

Island Shipbuilding & Ship Repair New Construction CraneOperator

$36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Electrician $36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Heat & FrostInsulator

$73.58 5J 4H

Island Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Machinist $36.36 7V 1

Island Shipbuilding & Ship Repair New Construction OperatingEngineer

$36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Pipefitter $36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Sheet Metal $36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Shipfitter $36.36 7V 1

Island Shipbuilding & Ship Repair New ConstructionWarehouse/Teamster

$36.36 7V 1

Island Shipbuilding & Ship Repair New Construction Welder /Burner

$36.36 7V 1

Island Shipbuilding & Ship Repair Ship Repair Boilermaker $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Crane Operator $44.06 7Y 4K

Island Shipbuilding & Ship Repair Ship Repair Electrician $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Heat & FrostInsulator

$73.58 5J 4H

Island Shipbuilding & Ship Repair Ship Repair Laborer $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Machinist $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Operating Engineer $44.06 7Y 4K

Island Shipbuilding & Ship Repair Ship Repair Painter $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Pipefitter $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Rigger $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Sheet Metal $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J

Island Shipbuilding & Ship Repair Ship Repair Warehouse /Teamster

$44.06 7Y 4K

Island Sign Makers & Installers(Electrical)


Island Sign Makers & Installers (Non-Electrical)


Island Soft Floor Layers Journey Level $49.43 5A 3J

Island Solar Controls For Windows Journey Level $11.50 1

Island Sprinkler Fitters (FireProtection)

Journey Level $77.39 5C 1X

Island Stage Rigging Mechanics (NonStructural)


Island Stone Masons Journey Level $57.32 5A 1M

Island Street And Parking Lot SweeperWorkers







































Island Surveyors Assistant Construction SiteSurveyor

$59.49 7A 3C 8P

Island Surveyors Chainman $58.93 7A 3C 8P

Island Surveyors Construction Site Surveyor $60.49 7A 3C 8P

Island Telecommunication Technicians Telecom Technician JourneyLevel

$43.70 5B 1B

Island Telephone Line Construction -Outside

Cable Splicer $41.22 5A 2B


Hole Digger/Ground Person $23.12 5A 2B


Installer (Repairer) $39.53 5A 2B


Special Aparatus Installer I $41.22 5A 2B


Special Apparatus Installer II $40.41 5A 2B


Telephone Equipment Operator(Heavy)

$41.22 5A 2B


Telephone Equipment Operator(Light)

$38.36 5A 2B


Telephone Lineperson $38.36 5A 2B


Television Groundperson $21.92 5A 2B


Television Lineperson/Installer $29.13 5A 2B


Television System Technician $34.68 5A 2B


Television Technician $31.18 5A 2B


Tree Trimmer $38.36 5A 2B

Island Terrazzo Workers Journey Level $52.61 5A 1M

Island Tile Setters Journey Level $52.61 5A 1M

Island Tile, Marble & Terrazzo Finishers Finisher $43.44 5A 1B

Island Traffic Control Stripers Journey Level $45.53 7A 1K

Island Truck Drivers Asphalt Mix Over 16 Yards $54.30 5D 3A 8L

Island Truck Drivers Asphalt Mix To 16 Yards $53.46 5D 3A 8L

Island Truck Drivers Dump Truck $53.46 5D 3A 8L

Island Truck Drivers Dump Truck & Trailer $54.30 5D 3A 8L

Island Truck Drivers Other Trucks $54.30 5D 3A 8L

Island Truck Drivers - Ready Mix Journey Level $34.63 1

Island Well Drillers & Irrigation PumpInstallers

Irrigation Pump Installer $11.60 1


Oiler $11.50 1


Well Driller $11.60 1
































Benefit Code Key – Effective 8/31/2018 thru 3/2/2019

1

************************************************************************************************************ Overtime Codes

Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker.

1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE

PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.

B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and

the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage.

E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage.

G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-

ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment

breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.

J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.

K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours

worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid

at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.

All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.



2

Overtime Codes Continued

1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours

worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage.

P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and

one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.

Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage.

R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage.

U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on

Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage.

V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and

one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage.

W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the

employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.

X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage.

Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any

employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.

Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All

hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.



3


2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.

C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage.

F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday

pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.

G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay.

H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall

be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double

the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked

over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage.

3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when

four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.

C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when

four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.



4


3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of

straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate.

F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on

Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay.

H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at

two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay.

I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day-ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on

Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE

PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly

rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly

rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be

paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.



5


4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly

rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew.

EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage.

E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.

G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked

Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage.

I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All

hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.

K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday

is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.



6

4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.

M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work

less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate.

N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on

Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM) every day shall be paid at double the hourly rate of wage.

O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of

wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.

P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday

shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is

the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.

R. Placeholder

Holiday Codes

5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after

Thanksgiving Day, and Christmas Day (7).

B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8).

C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the

Friday after Thanksgiving Day, And Christmas Day (8).

Holiday Codes Continued

5. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and

Saturday after Thanksgiving Day, And Christmas Day (8).

H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6).



7

5. I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day

(6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,

Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,

Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving

Day, Friday after Thanksgiving Day, And Christmas Day (8).

N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).

P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday

After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday.

Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas

Day (6).

R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).

S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7).

T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day,

Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9).

Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8).

6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,

the Friday after Thanksgiving Day, And Christmas Day (8).

E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-Day On Christmas Eve Day. (9 1/2).

G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,

Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11).

H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).

I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7).



8


6. T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,

Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9).

Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after

Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday.

7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and

Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day.

B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and

Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving

Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,

the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after

Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after

Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day

(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving

Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.


I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The

Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be



9

observed as a holiday on the preceding Friday.

7. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day

before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day,

Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after

Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.

P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.

Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day.

R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.

S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after

Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.

T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day,

Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,

the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.



10


7. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving

Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday.

X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,

Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday.

Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly.

Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The

Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.

15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after

Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.

B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor

Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9)

C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)

D Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday

after Thanksgiving Day, Christmas Day, and the day after Christmas.

Note Codes

8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And

Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:

$0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level

C: $0.50, And Level D: $0.25.



11

Note Codes Continued

8. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50,

Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the

shift shall be used in determining the scale paid.

R. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.

S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.

T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary

traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.

U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,

And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour.

V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.

W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description.


Washington State Northwest Region/Mount Baker Area

Department of Transportation 1ksind,Sn Juan, &

1019 NidiS RoadBurlington, WA 9B233360-757-5999TTY: 1 -800-833 5385www.wsdot.wa.gov

December 27, 2018

Robert SevernsCity of Oak Harbor1400 NE 16t1 AveOak Harbor, WA 98277

Subject: SR 20 MP 41.58 to MP 41.59 intertieUtility Franchise UF 10300C AM 4

Dear Mr. Severns,

Enclosed is your approved Utility Franchise UF I 0300C AM 4 for the connection ofthe intertie between the city’s 24” waterline and the 1 2” waterline. Construction ofyour utility must begin within one calendar year and be completed within three yearsof the date of approval shown on the application.

Prior to any construction equipment or personnel entering WSDOT right-of-way, apre-construction conference is required with WSDOT’s inspector, Michael Gallop.

The utility shall notify Mike Gallop a minimum of5 working days in advance:

Mike GallopNW Local Agency & Development Services Office4100 Cedardale RoadMount Vernon, WA 98274-9599360-848-7243/206-940-2736GAl A OPM(o \VSdOt.\\ d.UO\

A copy of the approved Utility Franchise must be on-site.Please note, WSDOT invoice account number JZ02 18 will continue to be charged forpersonnel time for inspection activities and attendance to the pre-constructionconference.

For your convenience, here is the link to the WSDOT’s Standard Specifications ofRoad, Bridge. and Municipal Construction:http :/A<\W\\ .wsdot.wa.govPublications/Manuals/M4 1-I O.htrn


City of Oak HarborUF 10300C AM 4 12/27/18

If you have any questions regarding your application, please contact me at 360-757-5944 or JOHANSP(awsdot.wa.ov,

Sincerely,

Paul JohansenMt Baker Area Iitility Engineer

PJ : pjEnclosure

cc: Mike GallopGary ClayboTom ChiMaria Mayrhofer


Date Received 10/1212018Reviewed By Paul J.

Application for Utility Permit or Franchise

Permit/Franchise No. UF 103000 AM4Applicant - Please print or type all information

Intended Use of State Right of Way is to Construct, Operate, and Maintain a:Construct an intertie between the City of Oak Harbor’s existing 24’ and 12 watertransmission mains, on a portion of

State Route 20 (at/from) MilePost 41:59 to Mile Post 41.58

Section 26 Township 34 North. Range 1 WesW.M

Section 26 Township 34 North Range 1 WestA,’V.M

Fees in the amount of $ 300 are paid to cover the basic administrative expenses incident to the processing of thisapplication according to WAC 468-34 and RCW 47 44 and amendments thereto The applicant promises to pay any additionalcosts incurred by the Washington State Department of Transportation (Department) on the b half of the applicant

Checks or Money Orders are to be made payable to ‘WaifIi Stat - partment of Transportation.

Daiedinis day of

q1-cQIy7 ----

Federal Tax ID or Social Security

Applicant Reference (WO) Number

Authorization to Occupy Only If Approved BelowThe Department hereby grants this Permit or Franchise, as applicable, subject to the terms and conditions stated in the GeneralProvisions, Special Provisions, and Exhibits attached hereto and by this reference made a part hereof.

For Department Use Only

Department Approval

By: 7fl/U T0N G(tF0 Maria Mayrhofer

Title: NW Region Utilities Manager

Date: 12/27/2018

Expiration Date: 08/03/2023

[ Deparimeni Accounting ReIrencc Number

.17fl2 1 P

n accepting this Franchise Amendment No. to Franchise No 10300C Utility agrees that the General Provisions to the originalFranchise and any previous Amendments shall be replaced in their entirety with the General Provisions as included with thisAmendment All other terms and conditions shall remain in full force and effect.

Application is Hereby Made For.

Li Franchise Renewal $250.00

-1- Permit

Franchise Amendment

LI Franchise Consolidation $300 00

to begin in the

and end in the

LI Category 1 $500.00

Category 2 $300 00

LI Category 3 $150.00

1/4

1/4

in Island County,

City of Oak HarborApplicant (Referred to as Utility)

1400 NE 16th AveAddress

Oak Harbor, WA 98277City Slate Zip Code

360-279-4750

Telephone

vmkhQcqEmail

Applicant Aorize’tiature

RobLr- T. S€ILrnsPnnt or Type Name

McDrTitle

Exhibits Attached

Exhibit “A”Special Provisions for FranchisesExhibit “B’ Utility Facility DescriptionExhibit “C” Right Of Way PlanExhibit “D” Utility Work PlanExhibit “E” PhotographsExhibit “F” Pre-Construction NotificationExhibit “G” Maintenance Notification

Pages 1-5Page 1-1Page 1-1Page 1-5Pages 1-2Page 1-1Page 1-1

DOT Form 224-696

Revised 08/2016 Page 1


General Provisions

This Permit or Franchise is issued pursuant to the terms of RCW 47.32, RCW 47.44, and WAG 468-34. and amendments thereto

Renewal of a Franchise must be by application prior to expiration of ths Franchise as required by RCW 47.44.020(3).

1 A copy of this Permit or Franchise must be on the job site, protected from the elements, at all times during any construction authorized

by this Permit or Franchise

2 The Utility agrees to pay the reasonable costs for investigating, handling, and granting the Permit or Franchise, including, but not limited

to basic overhead charges and for providing an inspector during construction and/or maintenance of the Utility’s facilities Further, theUtility agrees that it shall be responsible for and pay the Department’s expended direct and indirect costs associated with applicable

provisions of the Permit or Franchise

(a) The Department will assign a reimbursable account to the Utility as a means of invoicing the Utility for the costs

associated with this Permit ci’ Franchise.

(b) The Department will invoice the Utility and the Utility agrees to pay the Department within thirty (30) calendar days

Qf receipt of an invoice

3 Upon approval of this Permit or Franchise, the Ut:lity shall diligently proceed with the Work and comply with all General and Special

provisions herein Construction of facilities proposed under this Permit or Franchise shall begin within one (1) year and must be

completed within three (3) years from date of Department approval “Work” under this Permit or Franchise shall mean construction,

operation, and maintenance of the Utility’s facilities as authorized herein,

4 The Utility shall notify the Department representative in special provision 1 of the name, address and telephone number of its

contractor when Work outlined herein IS going to be performed with other than its own forces V’ien the Utility uses a contractor, an

authorized representative of the Utility shall be present at all times unless otherwise agreed to by the Department representative. A list of

authorized representatives shall be submitted prior to the construction start date (Authorized representatives are defined as persons

having signatory aulhority for the Utility and or’the auhrity to control the Work as needed for any issues identified by the Department

5 The Utility agrees to schedule od Serforrn irs Work in sibh a mariner as not to delay the Department’s contractor’s work when the

Department has a contractor performing work in the vicinity of tte Utility’s Work

6. All contact between the Department and the Utility’s contraãt’oTh hhll be through the Utility representative. Where the Utility chooses to

pemforni the Work with its o’n forces, it may elect o appoint one of its own employees engaged in the Work as its representative. The

Ulitit’y at it’s own xpense, shaWadequately plice atnd supervise all Work performed by itself, its contractor, subcontractor agent and/or

others, so as not to endanger or injure any person prproperty’\. , . ,

.. •,1.

7 The Utility shall contact the identified Department representative two (2) weeks prior to conducting Work, to detenmne the location of

survey control monuments within the area in which the Utility wit) be working in the event any monument or right of way marker will be

altered, damaged. or destroyed by the Utility, the Department, prior to Utility Work, will reference or reset the monument or right of way

marker, During tIle Work, upon discovery of a monument or right of way marker, the Utility shall cease Work in that area and immediately

notify the Department of the discovery The Department will coordinate with the Utility to ensure that the monument or right of way

marker is recorded or replaced The Utility agrees to pay all Department costs to perform monument or right of way marker work, asprovided in this provision, in accordance with general provision 2

8. In the event any milepost, fence, or guardrail is located within the limits of the Utility’s Work and will be disturbed during Utility Work, the

Utility agrees to carefully remove these highway lacilities prior to Utility Work and reset or replace these highway facilities after the Utility

Work, to the Department’s sole satisfaction and at the sole cost of the Utility The Utility agrees that all highway signs and traffic control

devices shall not be removed or disturbed during Utility Work

9 The Utility agrees that all Work shall be done to the satisfaction of the Department All material and workmanship shall conform to the

Department’s Standard Specifications for Road. Bridge, and Municipal Construction, current edition, and amendments thereto, and shall

be subject to Department inspection Alt Department acceptance and inspections are solely for the benefit of the Department and not for

the benefit of the Utility. the Utility’s contractor (if any), or any third party The Utility agrees that it shall pay all Department inspection

costs in accordance with general provision 2.

10 The Utility shall comply with the Manual on Uniform Traffic Control Devices for SfreetS and Highways (Federal Highway Administration)

‘and the State of Washington modifications thereto (chapter 468-95 WAC) while it performs the Work If the Department requires the

Utifity shalt submit a signing and traffic control plan to the Department’s representative for approval prior to construction or maintenance

Work, No lane closures shall be allowed except as approved by the Department’s representative. Approvals may cause revision of

Special Provisions of this Permit or Franchise, including hours of operation

DOT Form 224-696Revised 08/2016 Page 2


11 This Permit or Franchise may not be amended or modified without the Department’s prior review and approval Upon completion of theWork, the Utility shall provide a written notice of completion of the Work to the Department’s representative within ten (10) calendar daysof the completion of the Work so that the Department may make its final inspection. Further, the Utility shall provide the Region UtilitiesEngineer with detailed as-built drawings Within ninety (90) calendar days of Work completion, if the onginally approved Permit orFranchise construction plans have been revised during the course of construction

12 If the Department, at its sole discretion, shall determine that any or all of the Utility’s facilities must be modified, removed from orrelocated within the state-owned highway right of way as necessary, incidental, or convenient for the construction, alteration.improvement, repair, relocation, or maintenance of the state highway, or for the safety of the traveling public, the Utilty its successorsand assigns, shalt, at its sole cost and expense, upon written notice by the Department, modify, relocate, or remove any or all of itsfacilities Within or from the state-owned highway right of way as required by the Department. The Utility shall perform in a timely mannerall lacility modifications, relocations, and/or removals as the Department directs, to avoid highway project impacts or delays and in suchmanner as will cause the least disruption of traffic or interference with the Departments continued operation and/or maintenance of thehighway

13 Should the Utility fail or refuse to comply with the Department’s direction, pursuant to general provision 12. to modify, remove, or relocateany Utility facility, the Department may undertake and perform any modification, removal, or relocation of the Utility facility that theDepartment in its sole discretion deems necessary The Utility agrees to pay the Department’s expended coSts and expenses forperforming the work, ri accordance with general provision 2

14 if the Department determines in good faith that emergency maintenance work on the Utility’s facility is needed to (a) protect any aspectof the state highway right of way, or (b) secure the safety of the traveling public due to a failure of the Utility s facility, the Departmentmay perform the necessary work without the Utility’s prior approval, and the Utility agrees to pay the Department’s expended costs andexpenses for performing the work in accordance with general provision 2 The Department will notify the Utility of the emergency workperformed as soon as practicable

15 The Department may amend, revoke, or cancel this Permit or Franchise at any time by giving written notice to the Utility. If the Permit orFranchise is amended, the Utility will have thirty (30) calendar days to modify the facility as the Permit or Franchise amendment(s)require If the facility modifications cannot be made within thirty (30) calendar’days. the Utility shall respond to the Department, in writing.as to when the facility modifications can be made If the Permit or Franchise is revoked or canceled, the Utility shall immediately removeall facilities from the right of way. Any facilities remaining upon the right of way thirty (30) calendar days after written notice of Permit oiFranchise revocation or cancellation may be removed by the Department at the expense of the Utility The Utility agrees to pay theDepartment’s expended costs and expenses for performing the work in accordance with general provision 2

16 Should the Utility breach any of the conditions and requirements of this Permit or Franchise or should the Utility fail to proceed with duediligence and in good faith with the Work as authorized by this Permit or Franchise, the Department may cancel or revoke the Permit orFranchise upon thirty (30) calendar days written notice to the Utility

17. The Utility shall not excavate or place any obstacle within the state-owned highway right of way in such a manner as to interfere With theDepartment’s construction. operation, and maintenance of the state-owned highway right of way or the public’s travel thereon withoutfirst receiving the Department’s written authorization.

18 The Utility agrees to maintain, at its sole expense, its facilities authorized by this Permit or Franchise in a condition satisfactory to theDepartment

19. The Utility agrees that it is financially responsible to the Department for all necessary expenses incurred in inspecting the constructionand restoring the highway pavement or related transportation equipment or facilities to a permanent condition suitabte for travel asdetermined by the Department, as well as financially responsible to the Department for trenchng work not completed and forcompensating the Department for the loss of useful pavement life caused by trenching as required by RCW 47.44 020

20 Upon completion of all Work, the Utility shall immediately remove all rubbish and debris from the state-owned highway right of way,leaving the state-owned highway right of way in a neat, presentable. and safe condition to the Department’s satisfaction Any Work-related rubbish and debris clean up, or any necessary slope treatment to restore and/or protect the state-owned nght of way, not donewithin one (1) week of Work completion, unless otherwise negotiated. will be done by the Department at the expense of the Utility TheUtility agrees to pay the Department’s expended costs and expenses for performing the work in accordance With general provision 2

21 For the benefit and safety of the traveling public, the Utility voluntarily agrees to permit the Department to attach and maintain upon anyUtility facility under this Permit or Franchise any required traffic control devices, such as traffic signals, lumnaires. and overheadsuspended signs, when the use of such devices or attachments does not interfere with the use for which the facility was constructedThe Department shah bear the cost of attachment and maintenance of such traffic control devices, including the expended cost of anyextra Utility infrastructure construction beyond what is necessary for the Utiiity’s facility, such extra cost to be jointly determined by theDepartment and the Utility The Department shall not share in the Utility facilities’ cost of installation, operation, or maintenance of any ofthe facilities installed under this Permit or Franchise.

DOT Form 224-696Revised 0812016 Page 3


22 The Utilty shall comply with the Departments Temporary Erosion and Sediment Control Manual (M 3103 01) and any revisions thereto.for erosion control and/or to mitigate any erosion occurring as a result of the Work If the Utility Work performed under this Permit alters.modifies, changes or nterferes in any way with the drainage of the state-owned highway right of way Ihe Utility shall, at its ownexpense make all corrections and/or provisions the Department requires to fix and restore the state-owned right of way dranage to itsoriginal condition arid function prior to the Utility s Work. Any flows from the Utility shall not exceed the flows discharging to WSDOTdrainage prior to the new work Any flows discharged to state-owned highway right of way shall meet the requirements for quantity aridwater quality according to the current version Highway Runoff Manual (M 31-16) Should the Utlity not make the required drainagerestoration, the Department reserves the right to make such changes as necessary to restore the original drainage function at the sole

cost of the Utility and the Utility agrees to pay the Department’s expended costs and expenses for performing the work in accordancewith Stormwater Discharge General Provision 2

23 The Utility shall be responsible for secunng all necessary permits including but not limited to. federal, state, and local regulatory. tnbal,environmental. archeological and railroad permits and permits from the Washington State Department of Ecology, the Washington StateDepartment of Fish and ‘tdtife, ndlor the U S Prmy Corps tif Engineers prior to beginning the Work authorized by this Permit orFranchise The Utility shall be responsible for mitigation measures where wetlands have been disturbed and agrees that it is responsible

for any fines imposed for noncompliance with the permit(s) conditions or for failure to obtain the required permits In addition, the Utility.

on behalf of itself and its contractors, officers, officials, employees, and agents agrees to indemnify, hold harmless. and defend, at itssole cost and expense the Department and its officers, officials, employees, and agents from any and all fines, costs. claims. Judgments,

and/or awards of damages (to regulatory agencies, persons, and/or property), arising out of. or in any way resulting from, the Utility’s

failure to (1) obtain any required permit for the Utility Work or (2) comply with permit conditions Further, the Utility shall be responsiblefor compliance with all federal, state, and tonal laws, regulations.

24. For any of the Utility’s Work that requires permit coverage under the “CONSTRUCTION STORM WATER GENERAL PERMIT — National

Pollutant Discharge Elimination System and State Waste Discharge General Permit for Stormwater Discharges Associated withConstruction Activity (Construction Stormwater General Permit), the Utility shall obtain said permit coverage and shall comply with allrequirements of the Construction Stormwater General Permit. Upon the Department’s request. the Utility shall provide a copy of The

Construction Stormwater General Permit, In addition, the Utility, on behalf of itself and its contractors. officers officials. employees, andagents. agrees to indemnify, hold harmless and defend, at its sole cost and expense, the Department and its officers, officials.

employees, and agents from any and all fines, costs, claims, judgments and/or awards of damages (to regulatory agencies, persons,

and/or property), arising out of, or in any way resulting from, the Utility’s failure to (1) obtain coverage under the Construction Stormwater

General Permit for Utility Work or (2) comply with the Construction Stormwater General Permit requirements

25 This Permit or Franchise does not authorize the Utility, or its employees, contractors, or agents, any right to cut, spray, retard remove.destroy, disfigure, or in any way modify the physical condition of any vegetative material located on the state.o’.’ned highway right of

way. Should the Utility anticipate that its Work will alter the appearance of the state-owned highway right of way vegetation, the Utilityshall notify the Department representative listed in special provision 1 to obtain the Department’s prior written approval of the Ut/ity’sproposed work lithe Department permits the Utility to modify the state-owned highway right of way vegetation. it agrees that anyvegetation cutting and/or trimming activities shalt be conducted in such a manner that the state-owneO highway right of way vegetation

appearance will not be damaged Should the Utlity damage the appearance of the state-owned highway right of way vegetation Without

the Department’s prior written approval, the Utility is subject to penalties provided for in RCW5 47 40 070. 47 40.080 and 4.24.630 asapplicable.

26 The Utility hereby certifies that its facilities described in this Permit or Franchise are (1) in compliance with the Control Zone Guidelines.

or (2) for a franchise consolidation or renewal, a mtigation plan has been submitted and approved for any existing Location I or Location

II utility objects to be corrected in accordance with the Control Zone Guidelines, pursuant to Chapter 9 of the Department’s Uh/ities

Manual (M 22-87) and any revisions thereto

27 The Utility shall not assign or transfer this Permit or Franchise without the Department’s prior written approval The Utilty understands

that any assignment or transfer requires the assignee or transferee to have the means to assume all obligations, duties. and liabilities of

the terms and conditions of this Permit or Franchise, and the Utility will advise the assignee or transferee of its obligation to apply for anupdated or replacement Permit or Franchise lithe Department does not approve the assignment or transfer, this Permit or Franchiseshalt automatically terminate. and ttiC tacitly occupying stale-owned highway nghl of way shall be sub(ecl to inc terms of RCV’1

47 44 060

DOT Form 224-696Revised 08/2016 Page 4


28. The Utility, its successors and assigns. shall indemnify, defend at its sole cost and expense, and hold harmless the State of Washington.its officers and employees, from all claims, demands, damages (both to persons and/or property) expenses regulatory fines, and/orsuits that (1) anse out of or are incident to any acts or omissions of the Utility, itS agents, contractors and/or employees. in the use of thestate-owned highway right of way as authorized by the terms and conditions of this Permit or Franchise or (2) are caused by the breachof any of the ternis or conditions of this Permit or Franchise by the Utility, its successors and assigns and its contractors, agents, and/oremployees. The Utility its successors and assigns. shall not be required to indemnify, defend, or hold harmless the State of Washington.its officers and/or employees, if the claim, suit, or action for damages (both to persons and/or property) is caused by the acts oromissions of the State of Washington. its officers and/or employees, provided that, if such claims, suits, or actions result from theconcurrent negligence of (a) the State of Washington, its officers and/or employees, and (b) the Utility, its agents, contractors and/oremployees, or involves those actions covered by RCW 4 24 115, the indemnity provisions provided herein shall be valid and enforceableonty to the extent of the acts or omissions of the Utility, its agents. contractors, and/or employees

29 The Utility agrees that its obligations under this Permit or Franchise extend to any claim, demand, and/or cause of action brought by. oron behalf of. any of its employees or agents while performing Work under this Permit or Franchise while located on state-owned highwayright of way For this purpose, the Utility, by MUTUAL NEGOTIATION, hereby waives, with respect to the State of Washington only anyimmunity that would otherwise be available to it against such claims under the Industrial Insurance provisions in chapter 51,12 RCW

30 The indemnification and waiver provided for ri general provisions 28 and 29 shall survive the termination of this Pem’iit or Franchise

31. Any action for damages against the State of Washington. its agents, contractors. and/or employees, arising Out of damages to a utility orother facility located on state-owned highway right of way. shall be subject to the provisions and limitations of RCW 47 44 150

32. This Permit or Franchise shall not be deemed or held to be an exclusive one and shall not prohibit the Department from granting rights oflike or other nature to other public or private utilities, nor shall it prevent the Department from using any of the state-owned highway rightof way or other properties for transportation purposes, or affect the Departments right to full supervision and control over all or any partof the state-owned highway right of way or properties, none of which is hereby surrendered Further, the Department reserves theexclusive right to require that all utility facilities be subject to joint trenching and occupancy

DOT Form 224-696

Revised 08/2016 Page 5


7’ Washington State Special Provisions for UtilityDepartment of Transportation Accommodation Application

Applicable provisions are denoted by (/)

/ 1. No Work provided for herein shall be performed until the Utility is authorized by the following Washington StateDepartment of Transportation (WSDOT) Representative(s):

Name: Mike Gallop Name:

_______________________________________

Title: Construction Oversight Utilities Title:___________________________________________

Street: 4100 Cedardale Rd. Street:

_________________________________________

City: Mount Vernon City:

State: WA Zip: 98274 State:

__________________

Zip:

Phone: 360-848-7243 Cell: 206-940-2736 Phone:

_____________

Cell:

__________________

Fax Gallopmwsdot.wa.gov Fax:

_____________________________________________

The Utility shall notify in writing the identified WSDOT representative(s) at least five ( 5working days (Monday through Friday excluding any holidays), in advance of commencing Work on state-ownedhighway right of way.

1 2. Prior to beginning the Work, a pre-construction conference shall be held at which WSDOT, Utility’s engineer,contractor, and inspector (as applicable) shall be present. The Utility shall give a minimum 5 working days(Monday through Friday excluding any holidays) notice to WSDOT’s representative(s) (prior to the preconstruction conference)

Work within the state-owned highway right of way shall be restricted to

______________________________

No Work shall be allowed on Saturday, Sunday, or holidays, without prior approval by WSDOT. In addition, theUtility shall be off the highway by noon the day prior to a holiday unless authorized by WSDOT. If a holiday fallson a Saturday, the preceding Friday is counted as the holiday, and the Utility shall be off the highway by noonThursday. When the Holiday falls on a Monday the Utility shall be off the right of way at noon on the precedingFriday. Nothing in this section shall limit the authority of WSDOT to further restrict work within state-ownedhighway right of way at WSDOT’s discretion. The hours of closure are subject to change if required by WSDOT.

/4. During non-working hours equipment and materials shall not be located or stored within the work zone clearzone (WZCZ) area. Minimum WZCZ distances will be measured from the edge of the traveled way (the portionof the roadway intended for the movement of vehicles, exclusive of shoulders and lanes for parking, turning, andstorage for turning) and will be determined as follows:

Minimum Work Zone Clear Zone Distance

Posted Speed Distance From Traveled Way (ft)

35mphorless 10

40 mph 15

45 to 55 mph 20

60 mph or greater 30

DOT Form 224-030Revised 09/2018


1 5. In the event that during the course of this project an inadvertent discovery of historical/archeological objects,human remains, or a bone/bones of uncertain origin is made, the Utility shall immediately cease operations andcontact WSDOT Representative in section 1 and WSDOT Archaeologist:

Name: Jason Cooper

Phone: Office 206-440-4525 Cell/Text 206-487-0604

Email: CoopJaswsdot.wa.qov

Determination of necessary follow-up actions or the ability to continue work shall be at the sole discretion ofthe WSDOT.

/ 6. The Utility agrees that, in the event any construction and/or maintenance of the highway facility becomesnecessary within the proximity of the utility installation, it is expressly understood that, upon request fromWSDOT’s representative, the Utility will promptly identify and locate by suitable field markings any and all of itsunderground facilities so that WSDOT or its contractor can be fully apprised at all times of their precise locations.

/. 7. Construction of this facility will not be permitted from the shoulders or through the traffic lanes and/or ramps of SR

20 . All construction access will be from Washington State Parks Service road! trail

BOND AND INSURANCE CONVERAGE

8. The Utility has provided bond coverage for the Work under this Permit or Franchise by furnishing a blanketsurety bond held by WSDOT at the WSDOT Headquarters Utilities in Olympia, WA.

The Utility or its contractor shall provide a surety bond to WSDOT in the amount of $

_____________,

written by asurety company authorized to do business in the State of Washington, or shall set up a WSDOT approved escrowaccount prior to the start of construction to cover the Work under this Permit or Franchise. The surety bond orescrow account shall remain in force for a period of one (1) year after the written notice of completion of the Work(as provided in general provision 11), except that when the Work impacts the paved highway (open cuts, bores ordamage to the highway surface), the Utility shall be required to maintain the surety bond or escrow account for aperiod of two (2) years after the notice of completion.

10. When the Utility chooses to perform the Work with other than its own forces and requires its contractor to providea surety bond to WSDOT before performing any Work to ensure compliance with all of the terms and conditionsof this Permit or Franchise, the bond shall be in the amount of $

________________,

written by a surety companyauthorized to do business in the State of Washington and shall remain in force until all Work under this Permit orFranchise has been completed, and the Utility’s contractor has restored any affected WSDOT property and rightof way to the satisfaction of WSDOT.

11. The Utility shall provide proof of insurance coverage prior to performing any Work within state-owned highwayright of way, as follows:

(a) Commercial General Liability covering the risks of bodily injury (including death), property damage, andpersonal injury, including coverage for contractual liability, with a limit of not less than $3 million peroccurrence and in the aggregate;

(b) Business Automobile Liability (owned, hired, or non-owned) covering the risks of bodily injury (includingdeath) and property damage, including coverage for contractual liability, with a limit of not less than $1million per accident;

(c) Employers Liability covering the risks of Utility’s employees’ bodily injury by accident or disease, with limitsof not less than $1 million per accident for bodily injury by accident and $1 million per employee for bodilyinjury by disease.

Such insurance policies or related certificates of insurance shall name the Washington State Department ofTransportation as an additional insured on all general liability, automobile liability, employers’ liability, and excesspolicies. A forty-five (45) calendar day written notice shall be given to WSDOT prior to termination of or anymaterial change to the policy(ies) as such relate(s) to this Permit or Franchise.



/ 12 lf the Utility is a city or county, it has provided verification of insurance coverage to WSDOT by providIng proof ofits coverage through a Risk Pool or verification that the city or county is self-insured, to comply with the insuranceterms and conditions of this Permit or Franchise

UNDERGROUND FACILITIES

[1 13 The Utility shall completely remove all Deactivated Facilities (as defined in Washington State Department ofTransportation Utilities Manual M 22-87).

V 14. Deactivated facilities left within the state owned right of way shall remain owned by the Utility, who shall continueto bear all responsibility for any future costs incurred for removal of the Deactivated facilities if required byWSDOT in its sole discretion.

/ 15. For underground facilities, markers shall be placed at both ends of a crossing. and at all changes in offsetdistance from right of way line or centerline of the highway and placed approximately every 500 feet forlongitudinal installations Marker information as a minimum shall include owner name, pipeline or cableidentification and station, and telephone number or other means to contact a local office. Markers must be incompliance with WSDOTs Standard Specifications for Road Bridge. and Municipal Construction Manual M41-10, Division 9 (9-17 Flexible Guideposts). not create a safety hazard, and all markers shall be placed andmaintained so as to minimize interference with WSDOT maintenance operations It is the Utility’s responsibility tomaintain its markers. Maintenance of markers includes but is not limited to update of Utility’s name (if changed) orUtility’s successors’ or assigns’ contact information, and replacement of damaged or missing markers.

16 All underground facilities shall include a component by which the utility can be located with conventionalmethods, provided that for all installations in trenches. the Utility shall install detector tape approximately 12inches above the underground facility The tape shall conform to the standards of the American Public WorksAssociation Uniform Color Code

[117. Utility facilities or casings for facilities crossing under highways surfaced with oil, asphalt concrete pavement, orcement concrete pavement shall be by trenchless construction, using the appropriate equipment to jack, bore, orauger the facility through the highway prism with a minimum depth of 5 feet along any point from the top of facilityto the lowest point of the finished highway grade, at a minimum of 3.5 feet depth from bottom of ditch/toe of slopeto top of facility or casing.

LI 18. If PVC or HDPE casings are utilized for crossings, they shall be greater than Schedule 80 or equivalent or asapproved by WSDOT.

[119. Casing requirements (WAC 468-34-210) for utilities are specified individually or in whole on the attached exhibitsAny variances to these casing requirements must be approved by WSDOT, in writing prior to installation.

LI 20 Pipeline installation shall meet the provisions of chapter 480-93 WAC, Gas Companies- Safety, and amendmentsthereto.

21. Open trenching (cutting a trench for direct placement of a utility that does not include cutting an existing pavedhighway surface) will only be allowed at the locations identified on the plan sheets and/or listed on Exhibit(s)

D ,with restoration to be performed as noted on the attached “Open Trench Detail.’Exhibit D

[122 Open Cuts (cutting a trench for direct placement of a utility that does include cutting the existing paved highwaysurface) of the highway are a variance to WSDOT policy, requiring lustification (Open Cut Variance Request) andapproval by WSDOT prior to the Work beginning Open cuts are only allowed at approved locations identifiedon the plan sheets and/or listed on Exhibit(s) with restoration to be performed asnoted on the attached ‘Open Cut Detail.” Exhibit

23 If determined necessary by WSDOT representative, any or all of the excavated material shall be removed andreplaced with suitable material as specified by WSDOT It is the Utility’s responsibility to obtain any necessarypermits or comply with applicable requirements to haul or dispose of any excavated material.



1 24. If determined by the Washington State Department of Labor and Industries and/or WSDOT representative thatextra Shoring (beyond that specified in Section 7-08.3(1 )B of WSDOT’s Standard Specifications for Road, Bridge,and Municipal Construction) is necessary for the safety of the workers or the protection of the highway pavement,the trenching or excavation work shall be stopped and no Work in the trench or excavation area will be alloweduntil satisfactory modifications are made.

25 All trenches, boring or jacking pits, etc., shall be backfilled as soon as possible. If left open during nonworkinghours, they shall be protected to the satisfaction of WSDOT. Methods of protection shall be submitted a minimumof five ( 5 ) calendar days in advance for approval by WSDOT prior to use.

AERIALIABOVEGROUND FACILITIES

26. All facilities on joint use poles shall be relocated at the time the pole owner either moves or removes its poles.(The pole owner is the Permit or Franchise holder under which the poles were installed and is responsible forensuring the removal of the pole.)

27. Neutral conductors associated with circuits of 0 to 22 Kilovolts, where the neutral is considered to be 0-750 Volts,shall have a minimum clearance of 24 feet Vertical Clearance as indicated in WAC 468-34-290, 20 feet providedthe facility is grounded at each pole at each end of the crossing.

28. The Utility agrees to underground the aboveground facilities covered by this Franchise in Scenic Classes “A” and“B”, as defined on the attached Exhibit(s)

___________________,

either at the time of major construction of thefacility , for that portion of facility to be reconstructed, or prior to expiration of this Franchise.

29. The Utility agrees to underground the aboveground facilities covered by this Franchise in Scenic Classes ‘A,”“AX,” B,” and/or “BX,” as defined on the attached Exhibit(s)

________________________,

at the time the poleowner undergrounds its facility. The existing aboveground facility may remain or be relocated as aboveground inScenic Classes “AX’ or “BX,” if acceptable to WSDOT.

30. The Utility agrees to underground or relocate the existing aboveground facilities covered by this Franchise inScenic Classes “A,” “AX,” “B,” and/or “BX,” as defined on the attached Exhibit(s)

________________________,

toa location acceptable to WSDOT either at the time of reconstruction, for the portion of line to be reconstructed,or prior to the expiration of this Franchise. The existing aboveground facility may remain or be relocated asaboveground in Scenic Classes ‘AX” or ‘BX,” if acceptable to WSDOT.

MAINTENANCE

31. No routine maintenance of the facility authorized by this Permit or Franchise will be allowed within the limitedaccess area.

f 32. Maintenance access of this facility will not be permitted from the shoulders, thru-traffic lanes, and/or ramps of

________

and all service to this facility will be accessed from Washington State Parks Service Rd / Trail

33 The Utility will notify WSDOT representative(s), listed in Special Provision 1,

___________

(working days (Monday through Friday excluding any holidays) prior to any scheduled maintenance work to beperformed in the state-owned highway right of way.



Washington State Special Provisions for! Department of Transportation

Permits and FranchisesUF 10300C AM 4

34. The Utility shall notify the Department representative(s), listed in Exhibit ‘G’, ten (10) working clays (Mondaythrough Friday excluding any holidays) prior to any scheduled maintenance work to be performed in the state—owned highway right of way.

35. APRIL 1 through AUGUST 5 (Marbled murrelet early nesting season), do not conduct high noise activities such as pavementgrinding, grader patching, shoulder grading, chip sealing, sign/guardrail installation using an impact post driver, excavator!backhoe operation. vactor truck operation, drilling, hazard tree removal, chain sawing, and demolition or construction forMORE TI-IAN ONE 1-IOUR IN ONE LOCATION within the restricted zone. Activities arc restricted to a limited operatingperiod of 2 hours after sunrise to 2 hours prior to sunset (NO NIGHT WORK). No blasting or jackhammer during this time.

36. Low-effect activities such as angered sign/guardrail installation, guardrail repair, vegetation maintenance and brush cutting(non-chain saw), striping, or oil distribution can be conducted for THREE DAYS OR LESS IN ONE LOCATION within therestricted zone. Activities are restricted to a limited operating period of 2 hours after sunrise to 2 hours prior to sunset (NONIGHT WORK).

37. AUGUST 6 through SEPTEMBER 23 (Marbled murrelet late nesting season), do not conduct high noise activities such aspavement grinding, grader patching. shoulder grading, chip sealing. sign/guardrail installation using an impact post driver.excavator/backhoe operation. vactor truck operation, drilling, hazard tree removal, chain sawing. and demolition orconstruction for MORE TFIAN ONE I)AY IN ONE LOCATION within the restricted zone. Activities are restricted to alimited opei’ating period of 2 hours after sunrise to 2 hours prior to sunset (NO NIGIIT \VORK). No blasting or jackhammering.

Page 5


Washktgton StateV. Department of Transportation Utility Facility DescriptionApplicant Field Contact Person Field Coritacl Phone N,inrbpr Apliait Retererce ZOO Nebe, Permit/Franchise No.

Stale Route ilghtway Scenic Oiss ACCeSS Control Begin MP End MP Reference MP Distance and Direct,orr iFrom near-sr reference OPt

20 N/A N/A 41.59 41.58 42 0.41 mites south of MP 42

Facility Description

Construction of a” intedie between the City of Oak Harbors existing 24” and l2 water transmission mains. Interfie consists of approsirtiatety 10 feet of 12”ductile iron pipe irtstatled in a trench under an existing SR2O bndge within Deception Pass State Park. Trench wilt pass through the existing Liridgeunderpass. tritertie project includes erosirrtOsediment control and site restoration. There will be no constructstn traffic entering or leaving the site via SR2Oand all site access will be eta the State P.irk No traffic control is anticipated

Facility Detail

______

LUMPt0MP RU

Xing

415941,58 Rt

41.59 41 58 LI

41.59 41.58 Xiuig

Remarkstiictirdinij Porir.ent T,t,oqiaphiy info Turnouts.

Road Approacivs inrc’rseciicris Cur liii Cameo,Tirairtiarl etc tXiirg TechiriqirO Cent ot Torn Otrj

Frrter.i cave RAT

—15 from road surtace to ground surfaceunder brtdge—100 total RtW wttilh

4

Offset Distance

FrontFrom

TraveledCenterline

Way

DepIcth/erht

R!WDescription

Width

lie,,, to be iestatteii / Cnirsiiricted Left Right

20’

30’

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32’

42’

N/A

-1

-15 Transmission ntain connection EAST of bridge . 50 50’

—15’ lransrnisston main connection WEST ol bridge 50 50’

‘Ito t2 ijijcttn iron witer main ptpe (interti 50 50

DOT Fern, 224-607Roused 22(04 Exhibit B’ Page 1 ot I Pages


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ROCK BRIDGE INTERTIE DESIGN DRAWINGSAUGUST 2018

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Exhibit D Utility Work PlanUF 10300C AM 4 Page 1 of 5


ABBREVIATIONS LINE WORK COORDINATES I ELEVATION SYMBdLS

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J OAK HARSOR WATER TRANSMISSION PROJECTS

A

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Exhibit D Utility Work PlanUF 10300C AM 4 Page 3of5

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CROSS SRCTION


Exhibit E PhotographsUP 10300C AM 4 Page 1 of 2


Exhibit E PhotographsUF lO300tZ AM 4 Page 2 of 2

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Pre-Construction NotificationIn accordance with Washington State Department of Transportation (WSDOT) Special Provisions for Permitsand Franchises, provide requested information to below-designated WSDOT construction contacts prior tothe beginning of construction. Use Alternate Contact or surface mail if phone or e-mail are no longer ineffect. This form is NOT for maintenance work. (..)

No work shall take place until the Utility has participated in the Pre-Construction conference. 0en0

Accommodation No.: UF1O300C AM 4 State Route No: 20

Expiration Date: 8/3/2023 From Mile Post: 41.58

WO/Charge Code: JZ0218 To Mile Post: 41.59

WSDOT Construction Contacts

WSDOT Inspector (notify at least five (5) days prior to starting work)NW LOCAL AGENCY & DEVELOPMENT SERVICES NAME: Michael GallopOFFICE

TITLE: WSD0T Inspector15700 DAYTON AVE. N.

P0 BOX 330310, MS 82-240 PHONE: 206-940-2736

SEATTLE WA 98133-9710 E-MAIL: [email protected]

WSDOT Traffic Control (notify at least five (5) days prior to starting work)CONSTRUCTION TRAFFIC CONTROL OFFICE NAME: Ken Seguin15700 DAYTON AVE. N.

TITLE: WSDOT NWR CTCQ EngineerP.O. BOX 330310, NB82-125

PHONE: 206-440-4454SEATTLE, WA 98133-9710

E-MAIL: 5EGUINK(wsdot,wa.eov

Construction Contacts and ScheduleAnticipated Start Date: Estimated Duration:

Permit/Franchise Holder

__________________________________________________

NAME:

____________________________________________________

COMPANY

______________________________________________________________________________

TITLE:

________________________________________________________________________________

STREET ADDRESS

_____________________________________________________________

PHONE:

_______________________________________________________________

CITY, STATE ZIP

__________________________________________________

E-MAIL:

OFFICE PHONE

Contractor

_________________________________________________________

NAME:

___________________________________________________________

COMPANY

_______________________________________________________________________

TITLE:

_________________________________________________________________________

STREET ADORESS

_________________________________________________________

PHONE:

___________________________________________________________

CITY, STATE ZIP

__________________________________________________

E-MAIL:

____________________________________________________

OFFICE PHONE

THE PERMIT/FRANCHISE HOLDER OR THEIR REPRESENTATIVE SHALL NOTIFY NORTHWEST REGION UTILITIES U F1O300C AM 4IMMEDIATELY IF THEY ARE UNABLE TO START CONSTRUCTION ON THE DATE INDICATED ABOVE. EXH I BIT ‘F’FAILURE TO PROVIDE NOTIFICATION MAY RESULT IN INSPECTION CHARGES BEING INCURRED. PAGE 1 OF 1

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Maintenance_Notification

______ ______

Update and re-use this form as needed for in-kind repair or replacement of EXISTING primary and secondary facilitiesassociated with the referenced utility permit or franchise number ONLY. Maintenance activities are subject to the generaland special provisions of the referenced utility permit or franchise, a WSDOT-approved, site-specific Traffic Control Plan,and submittal of this Notification Form.

This form does NOT apply if there will be an upgrade, change in capacity, location/route, appurtenances, orsubcontracted! outsourced work. Please call the NW Region Utilities Office if you have questions.

No work shall take place until the Utility has received written or verbal authorization from WSDOT to proceed.Accommodation No.: UF1O300C AM 4 State Route No: 20Expiration Date: 8/3/2023 From Mile Post: 41.58WO/Charge Code: iZ0218 To Mile Post: 41.59In accordance with Washington State Department of Transportation (WSDOT) Special Provisions for Permits andFranchises, provide the project information below to the following WSDOT representative ten (10) working daysprior to the beginning of construction. Use Alternate Contact or surface mail if phone or e-mail are no longer ineffect.

WSDOT NW REGION UTILITIES Contact: Paul johansen15700 DAYTON AVE. N., NB82-113 Phone: 360-757-5944P.O. BOX 330310 E-Mail: [email protected], WA 98133-9710 Alt. Contact: NWR Utilities Office

Alt. Phone: 206.440.4120

Provide Description of Work Activity

Anticipated Start Date: Estimated_Duration:

Provide Utility ContactsPermit/Franchise Holder

CONTACT NAME:COMPANY

TITLE:STREET ADDRESS

PHONE:CITY, STATE ZIP

E-MAILOFFICE PHONE

ContractorCONTACT NAME:

COMPANY

TITLE:STREET ADDRESS

PHONE:CITY, STATE ZIP

E-MAIL:OFFICE PHONE

WSDOT Authorization

SIGNATURE:NWR UTILITIES OFFICE

DATE:TITLE

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THE PERMIT/FRANCHISE HOLDER OR THEIR REPRESENTATIVE SHALL NOTIFY NORTHWEST REGION UTIUTIES

IMMEDIATELY IF THEY ARE UNABLE TO START WORK ON THE DATE INDICATED ABOVE.

FAILURE TO PROVIDE NOTIFICATION MAY RESULT IN INSPECTION CHARGES BEING INCURRED.

UF1O300C AM 4EXHIBIT ‘G

PAGE 1 OF 1



Bill No. 4. d.Date: January 15, 2019Subject: Memorandum of Understanding - Oak Harbor Garry Oak Society

FROM: Legal Department


RECOMMENDED ACTIONAuthorize the Mayor to sign the Memorandum of Understanding with the Garry Oak Society.

BACKGROUND / SUMMARY INFORMATIONThe City of Oak Harbor has a governmental interest to promote the protection and preservation of Garry Oak Trees pursuant to OHMC 20.16 and to educate the public for that purpose. To that end, the City wishes to enter into a Memorandum of Understanding with the Garry Oak Society to provide fallen or trimmed Garry Oak trees and branches to the Society for use in projects that raise money for the purpose of preserving Garry Oak trees. The Garry Oak Society is providing a service to the City by promoting and encouraging protection of critical areas identified in the Municipal Code.

LEGAL AUTHORITYAuthorized by City Council.

FISCAL IMPACTN/A

PREVIOUS COUNCIL / BOARD / CITIZEN INPUTN/A

ATTACHMENTS1. OHGOS Memorandum of Understanding




Bill No. 4. e.Date: January 15, 2019Subject: Retainer Agreement: Weed,

Graafstra and Associates, Inc.,P.S. for Municipal Legal andSupport Services

FROM: Nikki Esparza, City Attorney


RECOMMENDED ACTIONAuthorize the Mayor to sign the Retainer Agreement for Municipal Legal and Support Services withWeed, Graafstra and Associates, Inc., P.S.

BACKGROUND / SUMMARY INFORMATIONWeed, Graafstra and Associates, Inc., P.S., (WGA) has contracted with the City to provide legalservices since 2012. Between 2012 and 2014, WGA acted as the City Attorney during the search forpermanent in-house counsel. After appointment of the City Attorney in 2014, WGA continued toprovide services on an on-call basis. WGA has been instrumental in assisting with property matters, inparticular those related to WWTP construction. WGA's services are included in Legal's budget. Theproposed retainer agreement is necessary because the current agreement entered into in 2016 does notreflect WGA's new rate structure. The proposed retainer agreement does not contain a minimum numberof hours per month and sets the rate of compensation at $195/hour for basic services, $205/hour foradditional services and $210/hour for litigation. The new agreement reflects a $10/hour increase.

Council approval of this agreement is necessary because it is an ongoing agreement without a terminationdate. It is staff's opinion that it is in the City's best interest to continue its longstanding relationship withWGA and enter into this agreement for legal services on an as-needed basis.

LEGAL AUTHORITY

FISCAL IMPACT



ATTACHMENTS1. Retainer Agreement - Legislative Draft2. Retainer Agreement - Clean Copy




WGA Retainer Agreement 1

W/Resume/OH/ret.agmt.2019.RED

RETAINER AGREEMENT

FOR MUNICIPAL LEGAL AND SUPPORT SERVICES

I - PARTIES/EMPLOYMENT

The CITY OF OAK HARBOR (hereinafter "CITY") agrees to retain the law firm of

WEED, GRAAFSTRA AND ASSOCIATES, INC., P.S., 110 Cedar Avenue, Suite 102,

Snohomish, Washington, and said law firm (hereinafter "ATTORNEY") agrees to provide

municipal law services and legal support services on the terms and conditions stated below. The

ATTORNEY shall serve at the pleasure of the Mayor; PROVIDED, that all decisions relative to

such employment, or termination of the same, shall be subject to confirmation by a majority vote

of the City Council.

II - QUALITY OF SERVICES

The ATTORNEY shall perform all legal services covered by this contract Agreement in a

capable and efficient manner, and in accordance with the professional and ethical standards of

the Washington State Bar Association.

III - COMPENSATION

A. Basic Services: Basic City Attorney services shall be charged at the rate of

$185.00195.00 per hour and may consist of:

1. To provide municipal law services and support to the Mayor,

Councilpersons, City Administrator, City Attorney and administrative heads of the

various departments of the CITY under the direction of the Mayor, City Administrator

and City Attorney.

2. To prepare such ordinances, resolutions, and instruments as the Mayor,

City Council and City Administrator may direct, to render legal advice on all civil and

criminal matters, and to prepare or review such correspondence, contracts, easements,

and instruments as may be necessary and appropriate. To perform such other municipal

legal services as requested.




B. Additional Services: The CITY shall pay the ATTORNEY for the following

additional or special legal services at the rate of $195.00205.00 per hour, or, if said services are

performed by a paralegal in the ATTORNEY's office the same shall be compensated at the rate

of $140.00150.00 per hour:

1. Meetings. Attendance, at the request of the Mayor or City Administrator,

at evening meetings of CITY boards, City Council, commissions or committees.

2. Local Improvement Districts. All legal services performed in connection

with the formation and financing of any LID or ULID (although it is understood that the

primary responsibility for this type of legal work will fall under the exceptions referred to

in paragraph V below).

C. Litigation. The CITY shall pay the ATTORNEY for all superior and appellate

court litigation and all administrative hearings of a quasi-judicial nature, except those conducted

by the CITY itself, at the rate of $200.00210.00 per hour.

D. Time Records. In order to determine appropriate compensation, the ATTORNEY

shall maintain accurate time records, copies of which shall be made available to the CITY.

E. Time for Payment. The CITY shall pay all compensation provided herein to the

ATTORNEY on a monthly basis, and within two weeks of the date on which each billing

statement is received.

IV - REIMBURSEMENT

In addition to compensation for the legal services specified above, the CITY shall

reimburse the ATTORNEY for direct expenses incurred, and costs advanced, including but not

limited to court costs, filing fees, witness fees, recording fees, copying expenses at cost, long

distance phone calls, library charges for municipal law books, and the cost of travel, at the hourly

rate one way, lodging and tuition relating to meetings of the Association of Washington Cities

and Association of Municipal Attorneys which shall be pro-rated. However, ordinary law office

operating expenses, such as rent and secretarial services, shall not be compensated or

reimbursed.




V - EXCEPTIONS

This contract Agreement shall not cover legal representation relating to insurance

defense, the formation and financing of local improvement districts, or other specialized fields

where it is agreed by the parties that other outside legal counsel should be retained.

VI - INSURANCE COVERAGE

The ATTORNEY shall provide errors and omissions, and malpractice insurance

coverage, while providing services under this Agreement. Provided, the CITY shall indemnify

and hold the ATTORNEY harmless from any and all claims brought by third parties against the

ATTORNEY acting in said capacity.

VII – EMPLOYMENT

The CITY agrees for a period of two years from the effective date of this Agreement it

shall not employ or contract with any employee, former employee or independent contractor of

WEED, GRAAFSTRA AND ASSOCIATES, INC., P.S., for services. This provision shall

survive expiration and/or termination of this Agreement.

VIII - EFFECTIVE DATE AND DURATION

This contract Agreement shall supersede and replace all previous agreements and shall

take effect on July 1, 2016January 1, 2019 and shall continue indefinitely until terminated or

renegotiated by either party upon 60 days' written notice.

DATED this _____ day of ___________, 20162019.

WEED, GRAAFSTRA AND

ASSOCIATES, INC., P.S. CITY OF OAK HARBOR

By:_______________________________ By:______________________________

GRANT K. WEED, PRESIDENT ROBERT SEVERNS, MAYOR




ATTEST:

By:______________________________

ANNA THOMPSONCARLA BROWN,

CITY CLERK



W/Resume/OH/ret.agmt.2019.F

RETAINER AGREEMENT

FOR MUNICIPAL LEGAL AND SUPPORT SERVICES

I - PARTIES/EMPLOYMENT

The CITY OF OAK HARBOR (hereinafter "CITY") agrees to retain the law firm of

WEED, GRAAFSTRA AND ASSOCIATES, INC., P.S., 110 Cedar Avenue, Suite 102,

Snohomish, Washington, and said law firm (hereinafter "ATTORNEY") agrees to provide

municipal law services and legal support services on the terms and conditions stated below. The

ATTORNEY shall serve at the pleasure of the Mayor; PROVIDED, that all decisions relative to

such employment, or termination of the same, shall be subject to confirmation by a majority vote

of the City Council.

II - QUALITY OF SERVICES

The ATTORNEY shall perform all legal services covered by this Agreement in a capable

and efficient manner, and in accordance with the professional and ethical standards of the

Washington State Bar Association.

III - COMPENSATION

A. Basic Services: Basic City Attorney services shall be charged at the rate of

$195.00 per hour and may consist of:

1. To provide municipal law services and support to the Mayor,

Councilpersons, City Administrator, City Attorney and administrative heads of the

various departments of the CITY under the direction of the Mayor, City Administrator

and City Attorney.

2. To prepare such ordinances, resolutions, and instruments as the Mayor,

City Council and City Administrator may direct, to render legal advice on all civil and

criminal matters, and to prepare or review such correspondence, contracts, easements,

and instruments as may be necessary and appropriate. To perform such other municipal

legal services as requested.




B. Additional Services: The CITY shall pay the ATTORNEY for the following

additional or special legal services at the rate of $205.00 per hour, or, if said services are

performed by a paralegal in the ATTORNEY's office the same shall be compensated at the rate

of $150.00 per hour:

1. Meetings. Attendance, at the request of the Mayor or City Administrator,

at evening meetings of CITY boards, City Council, commissions or committees.

2. Local Improvement Districts. All legal services performed in connection

with the formation and financing of any LID or ULID (although it is understood that the

primary responsibility for this type of legal work will fall under the exceptions referred to

in paragraph V below).

C. Litigation. The CITY shall pay the ATTORNEY for all superior and appellate

court litigation and all administrative hearings of a quasi-judicial nature, except those conducted

by the CITY itself, at the rate of $210.00 per hour.

D. Time Records. In order to determine appropriate compensation, the ATTORNEY

shall maintain accurate time records, copies of which shall be made available to the CITY.

E. Time for Payment. The CITY shall pay all compensation provided herein to the

ATTORNEY on a monthly basis, and within two weeks of the date on which each billing

statement is received.

IV - REIMBURSEMENT

In addition to compensation for the legal services specified above, the CITY shall

reimburse the ATTORNEY for direct expenses incurred, and costs advanced, including but not

limited to court costs, filing fees, witness fees, recording fees, copying expenses at cost, long

distance phone calls, library charges for municipal law books, and the cost of travel, at the hourly

rate one way, lodging and tuition relating to meetings of the Association of Washington Cities

and Association of Municipal Attorneys which shall be pro-rated. However, ordinary law office

operating expenses, such as rent and secretarial services, shall not be compensated or

reimbursed.




V - EXCEPTIONS

This Agreement shall not cover legal representation relating to insurance defense, the

formation and financing of local improvement districts, or other specialized fields where it is

agreed by the parties that other outside legal counsel should be retained.

VI - INSURANCE COVERAGE

The ATTORNEY shall provide errors and omissions, and malpractice insurance

coverage, while providing services under this Agreement. Provided, the CITY shall indemnify

and hold the ATTORNEY harmless from any and all claims brought by third parties against the

ATTORNEY acting in said capacity.

VII – EMPLOYMENT

The CITY agrees for a period of two years from the effective date of this Agreement it

shall not employ or contract with any employee, former employee or independent contractor of

WEED, GRAAFSTRA AND ASSOCIATES, INC., P.S., for services. This provision shall

survive expiration and/or termination of this Agreement.

VIII - EFFECTIVE DATE AND DURATION

This Agreement shall supersede and replace all previous agreements and shall take effect

on January 1, 2019 and shall continue indefinitely until terminated or renegotiated by either party

upon 60 days' written notice.

DATED this _____ day of ___________, 2019.

WEED, GRAAFSTRA AND

ASSOCIATES, INC., P.S. CITY OF OAK HARBOR

By:_______________________________ By:______________________________

GRANT K. WEED, PRESIDENT ROBERT SEVERNS, MAYOR




ATTEST:

By:______________________________

CARLA BROWN, CITY CLERK



Bill No. 5. c. i.Date: January 15, 2019 Subject: Clean Water Facility Update

FROM: Brett Arvidson, Project Manager


RECOMMENDED ACTIONThe Clean Water Facility Presentation will be provided during the January 15, 2019 Regular Meeting.

BACKGROUND / SUMMARY INFORMATION

LEGAL AUTHORITYCity Council

FISCAL IMPACT


ATTACHMENTS1. December 2018 Clean Water Facility Report



This page intentionally left blank.


Monthly Progress Report Page 1 of 61 December 2018

MONTHLY PROGRESS REPORT December 2018

The following report is a summary of construction phase activities and costs incurred that are being monitored by the project team as part of the Oak Harbor Clean Water Facility Project.

1. EXECUTIVE SUMMARY

Work Activities in December. Photographs referenced below are located in Section 12 of this report.

The City’s operations staff operated the clean water facility and discharged effluent through a 24-inch outfall pipeline and into Oak Harbor Bay.

University Mechanical and Valley Electric focused their resources on assembling and energizing biosolids dryer equipment in the biosolids building (see Photos #8 through #11, #17, #24, #25, #29, #38, #40, #41, #47, #48, #51, #53, #62, #63, #64, and #67).

Interwest Construction continued to place concrete for pedestrian walkways in Windjammer Park (see Photos #15, #20, #26, and #34).

LangCo NW built concrete shear walls for a pavilion in Windjammer Park (see Photos #21, #37, and #58).

Turnstone Construction finished placing and sculping concrete for faux rocks and logs at the splash park and at the shipwreck water feature in Windjammer Park. Turnstone Construction finished painting the rocks and logs to make them look more realistic (see Photos #16, #31, and #44).

See Section 3, Work Performed this Month, for additional information.

Cost. The total guaranteed maximum price for the clean water facility (including outfall pipeline) and Windjammer Park improvements is $128,779,438 (including tax). After the City approves Hoffman Construction Company’s payment request for the month of December, the total paid to date will be $117,901,261 (including tax and preconstruction phase services), which makes up 91.6% of Hoffman’s total contract amount. See Section 8, Pay Request and Contract Status, for additional information.

Schedule. The City’s operations staff is operating the clean water facility and it is substantially complete, but some work and start-up activities associated with the biosolids dryer will occur in January and February of 2019. The work at Windjammer Park is expected to be complete by June of 2019. See Section 11, Schedule, for additional information.

Table of Contents

Section 1 – Executive Summary ………………… 1

Section 2 – Introduction …………………………… 2

Section 3 – Work Performed this Month ……… 4

Section 4 – Quality Assurance …………………… 7

Section 5 – Document Tracking ………………… 8

Section 6 – Public Outreach ……………………… 8

Section 7 – Safety …………………………………… 8

Section 8 – Pay Request and Contract Status … 8

Section 9 – Contingencies and CCMs …………… 10

Section 10 – Change Orders ……………………… 12

Section 11 – Schedule ……………………………… 13

Section 12 – Photographs ………………………… 14

Attachment A – Project Financial Report

Attachment B – Authorization for Payment

Attachment C – Project Organization Chart



2. INTRODUCTION

Background. The City of Oak Harbor (City) operates a wastewater collection and treatment system that serves approximately 24,000 people who live within the City and on a U.S. Navy seaplane base. Wastewater was treated at a rotating biological contactor facility in the City and then at a lagoon facility at the U.S. Navy seaplane base. The City has now replaced its aging wastewater treatment facility with a new facility that meets modern standards for reliability and performance.

Planning and Design. The City and a design consultant, Carollo Engineers (Carollo), finalized a wastewater facilities plan in August of 2013 (after three years of work) and a preliminary design submittal in November of 2013. Carollo then developed plans and specifications to 60% complete in June of 2015. Plans and specifications for process structures (i.e., headworks, secondary treatment, aeration basins, WAS storage, emergency generator, electrical, aeration blower, and solids) were advanced to 100% complete in June of 2016. Plans and specifications for an administration and maintenance building and an odor control structure were advanced to 100% complete in September and October of 2016, respectively. Plans and specifications for final site restoration (i.e., landscaping, sidewalks, and pavement) were advanced to 100% in December of 2017. Planning and design work for the clean water facility is now complete; however, Carollo has prepared a draft Reclaimed Water Engineering Report for submittal to the State Department of Ecology.Once approved, Carollo is expected to design additional disinfection facilities pertaining to reclaimed water, storage within the new clean water facility, and pumps to convey reclaimed water to Windjammer Park’s irrigation system.

Alternative Public Works Contracting. The City completed an analysis in November 2013 that compared design-bid-build, design-build, and general contractor/ construction manager (GC/CM) contracting methods and proceeded to use the recommended method, which was GC/CM. The City gained permission from the Washington State Capital Project Advisory Review Board in March of 2014 to complete the project by means of GC/CM. The City evaluated five proposals from GC/CM firms and then shortlisted three firms for an interview based on a fee proposal. Hoffman Construction Company of Washington (Hoffman) was selected as the GC/CM in July of 2014.



Agreement between City and GC/CM. The City and Hoffman executed a Standard Form of Agreement Between Owner and Construction Manager as Constructor (AIA Document A133-2009) on July 1, 2014. This agreement defines compensation and payment for preconstruction phase services such as value engineering, cost estimating, and constructability reviews, which are paid for on an hourly rate basis up to a total amount not to exceed $790,050 (including sales tax). This agreement also defines compensation for construction phase services such as the performance of the work of a component, which is defined by a guaranteed maximum price amendment (AIA Document A133-2009 Exhibit A) to the original agreement. Guaranteed maximum price amendments (GMPAs) define the costs of the work of a component. The work of a component includes subcontractor bid packages, negotiated self-performed work, negotiated support services, risk and design contingencies, and services necessitated by specified general conditions (AIA Document A201-2007). Hoffman’s fee of 4.28% (including business and occupation taxes and the cost of personal liability and property damage insurance and bonds) is applied to the cost of work of a component. Currently the City Council has approved the following 13 GMPAs:

GMPA No. 1 MBR and UV System Equipment and Support $2,553,317 GMPA No. 2 Outfall Replacement $1,991,249(1)

GMPA No. 3 Site Prep A – Excavation and Archaeological Survey $836,130 GMPA No. 4 Site Prep B – Utilities, Shoring, Demolition, Stone Columns $5,109,549 GMPA No. 5 Pre-purchase of Biosolids Dryer $2,028,222 GMPA No. 6 Site Prep C – Micropiles $3,966,503 GMPA No. 7 Deep Foundation Work at Area 30 and Misc Changes $9,355,968 GMPA No. 8 Area 20 and Remainder of Area 30 Concrete Work $10,824,756 GMPA No. 9 Electrical, Instrumentation & Controls, Process Mechanical $33,265,589 GMPA No. 10 Phase 3 Self-perform Concrete; RBC Plant Demo; Misc Earthwork $5,373,040 GMPA No. 11 Superstructure Construction – Bid Package 6 Results $22,023,790 GMPA No. 12 Odor Control System $4,353,876 GMPA No. 13 Civil Site Improvements (Clean Water Facility) $5,837,305(2)

GMPA No. 13 Windjammer Park Improvements $10,226,233(2)

Subtotal $117,745,527WA State Sales Tax (8.7%) $10,243,861

Subtotal $127,989,388 Preconstruction Phase Services $790,050

Total Guaranteed Maximum Price (GMP) $128,779,438(1)

Notes:

1. Outfall replacement costs are not included in construction expenditures. See Attachment A, Project Financial Report,for additional information.

2. GMPA No. 13 is shown subdivided to show the approximate cost to finish the Clean Water Facility relative to the approximate cost of Windjammer Park Improvements.

See Section 8, Pay Request and Contract Status, for additional information pertaining to the current status of approved GMPAs.

Funding. The City is funding the project, in part, by means of State Revolving Fund (SRF) low-interest loans, cash, grants, and proceeds from bond sales. The City has obtained over $97 million in SRF loans and $8.5 million in grants. The City, with help from its bond attorneys and its financial advisor, The PFM Group, put the sale of over $25 million in bonds out to bid on the bond market on April 19, 2016. Robert Baird & Company was the successful bidder with an interest rate of 3.43%. See Attachment A, Project Financial Report, for additional information pertaining to funding.



3. WORK PERFORMED THIS MONTH

Photographs that are referenced in this section are located in Section 12 of this report.

Pre-construction Services. Preconstruction services are complete.

Windjammer Park Design. The design of clean water facility site restoration work and Windjammer Park improvements is complete.

SCADA System Development. Throughout the first three weeks of December, Carollo Engineers’ systems integration engineers (i.e., Jeff Janowiak, Amir Najafi, and Elise Moore) and operations start-up support engineer Brian Graham utilized the SCADA system to facilitate operation of the clean water facility.

Start-up Activities. Throughout the month of December, the City’s operations staff operated the plant and discharged effluent into a 24-inch outfall pipeline and into Oak Harbor Bay. Representatives of the City, Hoffman, and Carollo Engineers continued to meet during the first three weeks of December to coordinate start-up activities and facilitate resolution of problems encountered during start-up. Valley Electric, University Mechanical, and other subcontractors and vendors also participated in meetings and start-up activities. On December 4th and 5th, a representative of Headworks International, Bryon Phillipe, was on site to evaluate start-up issues with three fine screens and a washer/compactor in the headworks building (see Photo #12). During the 2nd and 3rd weeks of December, GEA representative Tom Potter and representatives of Carollo Engineers and University Mechanical utilized waste activated sludge (WAS) from the clean water facility to start up and test centrifuges, centrifuge cake pumps, and associated polymer dosing units (see Photos #28, #50, and #56). On December 13th, University Mechanical and the City’s operations staff tested emergency eyewash stations and verified that flow switches and alarms work properly. On December 14th, Valley Electric and a representative of JBV began start-up activities associated with a roll-off bin cover hoist. During the 3rd week of December, a project engineer for NE Controls, Nick Radley, was on site to evaluate control issues associated with aeration blowers. NE Controls is a subcontractor of Aerzen, the company that supplied the blowers.

GMPA No. 1 – MBR System and UV Disinfection Equipment (Procurement) and Engineering Support. Work on this GMPA is approximately 99% complete. Engineering support continued in December. Start-up testing must be completed before this GMPA is deemed complete.

GMPA No. 2 – Outfall Replacement. Work on this GMPA is complete.

GMPA No. 3 – Site Prep A. Work on this GMPA is complete.

GMPA No. 4 – Site Prep B: Utilities, Demolition, Stone Columns, and Shoring. Work on this GMPA is complete.

GMPA No. 5 – Biosolids Dryer (Procurement). This GMPA is approximately 85% complete. All major components of the biosolids belt dryer system have arrived on site. Start-up, testing, and operator training is expected to occur in January and February and must be completed before this GMPA is deemed complete.

GMPA No. 6 – Site Prep C: Micropiles. Work on this GMPA is complete.

GMPA No. 7 – Deep Concrete Work at Area 30 and Miscellaneous Changes. Work on this GMPA is complete.

GMPA No. 8 – Area 20 and Remainder of Area 30 Concrete Work. Work on this GMPA is complete.



GMPA No. 9 – Mechanical, Electrical, and Process Systems. Work on this GMPA is approximately 95% complete. Valley Electric continued to install conduits and conductors in the biosolids building for process control modules, motor control centers, local control panels, and miscellaneous equipment including instruments (see Photo #24), a biosolids dryer (see Photo #10), conveyor motors (see Photo #29), a roll-off bin cover hoist (see Photo #40), exhaust and off-gas fans (see Photos #9 and #47), HVAC equipment (see Photo #51), exterior light fixtures (see Photo #63), polymer tote mixing motors (see Photo #64), and a dust collection system. Valley Electric installed conduits and conductors associated with a roll-up door in the maintenance building and condensing units located outside the headworks building. Valley Electric installed heat trace conductors and tape on chemical piping in the secondary treatment building (see Photo #13), on nutrient feed piping in the headworks building (see Photo #22), and on polymer piping in the biosolids building (see Photos #41 and #48). University Mechanical continued to assemble and install equipment associated with a biosolids dryer in the biosolids building. University Mechanical installed hot gas fans (see Photo #8), a roll-off bin cover (see Photo #17), dewatered sludge piping (see Photo #25), conveyors and chutes (see Photos #11 and #38), a natural gas regulator at a burner plenum (see Photo #53), and a polymer tote rack (see Photo #64). University Mechanical removed plastic protective film from the biosolids dryer (see Photos #47 and #67). University Mechanical repaired globe valves associated with the clean water facility utility water system (see Photo #3), continued to label process piping (see Photo #4), and fabricated covers to place over the ends of wet cake bin augers. University Mechanical installed seal water piping for dryer feed pumps and installed toe-kicks for an elevated platform associated with the biosolids dryer. University Mechanical finished installing pipe supports for raw sewage discharge piping in the headworks building (see Photo #66). University Mechanical’s subcontractor, Delta Technology Corporation, continued to install fiber reinforced plastic (FRP) foul air piping and ducts (see Photo #6) and a dust collector system (see Photo #62) in the biosolids building.

GMPA No. 10 – Concrete, Stone Columns, Compaction Grouting, and Shoring for Non-process Structures. Work on this GMPA is complete.



GMPA No. 11 – Superstructure Construction. Work on this GMPA is approximately 98% complete.Valley Electric and its subcontractor, EZ Interface, continued to install a security and access control system (see Photo #7). EZ Interface installed a battery as part of an uninterrupted power supply for a network panel in the administration building. Pacific Glass was on site to disassemble door and window frames at locations where EZ Interface drilled holes through the frames to facilitate installation of the security and access control system. Honeywell and EC Electric continued to work on the HVAC system in the administration building. D&G Mechanical Insulation wrapped insulation around HVAC piping in the adminstration building (see Photo #61) and around HVAC ducts at an air handling unit located adjacent to the north side of the administration building. Painters for Penington Painting Company (Penington) painted utility water lines, roof joists, and a monorail beam in the headworks building. Penington painted utility water piping, UV piping, and other process piping in the secondary treatment building and atop the odor control structure (see Photo #39). Penington painted a hydropneumatic tank adjacent to the north side of the biosolids building and process piping in the biosolids building. Steelkorr continued to work on aluminum tread plates in the headworks building (see Photo #46).

GMPA No. 12 – Odor Control System. Work on this GMPA is approximately 99% complete. University Mechanical finished installing PVC piping and repaired a leaking flanged connection in a recirculation chamber at the east end of the odor control structure (see Photo #23). University Mechanical installed supports for a valve operator extension in a drain sump (also at the east end of the odor control structure). University Mechanical finished installing utility water piping associated with a utility station located atop the odor control structure.

GMPA No. 13 – Civil Site Work. Work on this portion of GMPA No. 13 is approximately 61% complete. The following work was performed where the old Whidbey Island Bank Building was located before being demolished (i.e., the area between the north side of the new clean water facility and Pioneer Way as shown in Photos #1 and #2):

Interwest Construction completed work on an 8-inch PVC potable water line and installed PVC storm drain piping, a drain inlet, and an oil/water separator. Interwest Construction continued to grade existing earthen material and place and compact imported aggregate base material. Interwest Construction demolished existing pavement at the north side of the odor control structure. S&S Concrete Construction placed concrete for curbs (see Photos #27 and #35). Interwest Construction built formwork and placed reinforcing steel and concrete for three seat walls (see Photos #54 and #60). Interwest Construction placed concrete and installed steel splash pads under downspouts at various locations around the exterior of the clean water facility. Valley Electric installed buried electrical conduits and conductors, fiberglass light poles (see Photo #52), and precast concrete lamp bases.

P&L General Contractors finished installing a screen wall made of weathering steel along the west side of the generator yard (see Photo #36) and along the north and west sides of the odor control structure. Pacific Earth Works continued to place wetland enhancement plantings in a storm water detention pond located just west of the administration building. Turnstone Construction painted faux rocks and sprayed acid on concrete at a water feature located adjacent to the west and south sides of the interpretive center portion of the administration building (see Photo #45).



GMPA No. 13 – Windjammer Park Improvements. Work on this portion of GMPA No. 13 is approximately 55% complete (see Photo #1). Interwest Construction placed concrete for seat steps at the pavilion (see Photo #5) and placed concrete for a mow strip along the seat steps. Interwest Construction continued to build formwork and place concrete for sidewalks, walkways, and seat walls at the west and north ends of the park (see Photos #15, #34, and #49). Interwest Construction began placing concrete for a pedestrian walkway that runs in a north-south direction between Pioneer Way and Oak Harbor Bay (see Photos #20, #26, #30, and #43). Interwest Construction built forms and placed reinforcing steel and concrete for a planter box located adjacent to the west side of the west kitchen. Interwest Construction graded on-site earthen material east of the splash park and along the southwest border of Windjammer Park. Two pre-assembled stainless steel restrooms, known as Portland Loos, arrived on site during the week of December 10th (see Photo #33). Interwest Construction installed utility piping and plumbing fixtures and placed concrete to facilitate installation of the Portland Loos (see Photo #65). Pacific Earth Works installed irrigation piping and topsoil at the southwest corner of the park (southwest of the traffic circle) and around two basketball courts. Pacific Earth Works began installing irrigation piping at an area just east of the west kitchen. Pacific Earth Works placed and graded top soil adjacent to the west side of a stormwater detention pond. Valley Electric continued to install conduit, conductors, fiberglass light posts, and precast concrete lamp bases throughout the park (see Photo #32). Valley Electric installed ground rods for the western most Portland Loos (see Photo #59) and installed electrical conduits within formwork for shear walls at the pavilion. P&L General Contractors began to install glulam beams and columns at the west kitchen (see Photos #55 and #57). P&L General Contractor’s subcontractor, LangCo NW, built forms and placed reinforcing steel and concrete for seat walls at the west kitchen (see Photo #18) and at the east kitchen (see Photo #42). LangCo NW also placed concrete for portions of a 4-inch topping slab at both the west and east kitchens. LangCo NW and Morse Steel Services built formwork and placing reinforcing steel, respectively, for two shear walls for a pavilion (see Photo #14). LangCo NW placed concrete for the shear walls (see Photos #21, #37, and #58). Turnstone Construction finished placing and sculping concrete for faux rocks and logs at the splash park and at the shipwreck water feature. Turnstone Construction finished painting the rocks and logs to make them look more realistic (see Photos #16, #31, and #44). Turnstone Construction pressure washed the splash park.

4. QUALITY ASSURANCE

An inspector for the City’s subconsultant, KBA, performed full-time inspection at the clean water facility. A resident engineer for KBA performed part-time inspection at Windjammer Park. Special inspectors for KBA’s subconsultant, GeoTest, performed part-time specialty inspection on an as-requested basis (mostly at Windjammer Park). Representatives from Hoffman performed part-time inspection on a daily basis. Hoffman conducted daily quality assurance (QA) coordination meetings with its subcontractors and with KBA. Hoffman conducted bi-weekly QA meetings with its subcontractors, KBA, and a resident engineer for Carollo Engineers. Archaeologists from ERCI were on-site during excavation work at Windjammer Park looking for cultural resources. Inspectors for the State Department of Labor & Industries inspected electrical work on an as-requested basis (both at the clean water facility and at Windjammer Park). City building official Scott King was on site several times at Windjammer Park to inspect reinforcing steel and plumbing at the west kitchen, pavilion, and Portland Loos. Inspectors produced written daily reports that were filed on the City’s server.



5. DOCUMENT TRACKING

See Table 5.1 below for the overall status of submittals and requests for information:

Table 5.1 Document Tracking

December 2018 Project to Date

NumberReceived

Number of Reviews

NumberReceived

Number of Reviews

Submittals 6 6 1,427 1,423

Requests for Information 20 20 1,309 1,298

6. PUBLIC OUTREACH

The City adopted a proposed good neighbor plan when the City Council approved Resolution 15-28 on September 1, 2015. The City continued to inform the community by means of the following activities:

Weekly Oak Harbor Clean Water Facility construction updates (by means of e-mail) Website updates: http://www.oakharborcleanwater.orgSignage at the job-site and at Windjammer Park Answering a project information and construction hot-line during working hours

7. SAFETY

Hoffman reported the following safety statistics at the end of November:

Manhours worked to date: 508,000 Recordable injuries to date: 12Lost time injuries to date: 2Average number of craft workers on site: 65

8. PAY REQUEST AND CONTRACT STATUS

Pre-construction phase services. Hoffman submitted its last progress payment application for pre-construction services in January of 2017. Total applications for payment to date for preconstruction phase services add up to $787,905 (including sales tax) representing 99% of the current agreement amount of $790,050 (including sales tax).

Table 8.1 Preconstruction

Services

OriginalAgreement

Price(1)

Adjustments and

ChangeOrders

CurrentAgreement

Price

Total Paymentsto Date

RemainingBalance

Pre-construction Services 726,817 0 726,817 724,844 1,973

State Sales Tax (8.7%) 63,233 0 63,233 63,061 172

Total 790,050 0 790,050 787,905 2,145

Notes: 1. An agenda bill approved by City Council on July 1, 2014, included an additional $250,000 for optional pre-construction

services for a current agreement price of $790,050 (including sales tax).



Construction phase services. Hoffman submitted a progress payment application for November 2018, for $2,846,224 (including sales tax). The progress payment applicaton was reviewed and processed in December. See Attachment B, Authorization for Payment, for additional information. Total applications for payment to date for construction phase services through November are $115,283,666 representing 90.1% of the current agreement amount of $127,989,388. See Table 8.2 below for additional information.

Table 8.2 Construction Phase

Services

OriginalGuaranteed Maximum

Price

Adjustmentsand

ChangeOrders(1)

CurrentGuaranteed Maximum

Price

Total Paymentsto Date

RemainingBalance

GMPA No. 1 Work: 2,448,520 0 2,448,520 2,330,714 117,806

GMPA No. 2 Work: 1,427,000 5,642 1,432,642 1,432,642 0

GMPA No. 3 Work: 627,347 (199,915) 427,432 292,799 134,633

GMPA No. 4 Work: 3,919,735 235,558 4,155,293 4,155,293 0

GMPA No. 5 Work: 1,879,205 0 1,879,205 1,597,327 281,879

GMPA No. 6 Work: 2,565,820 (331,379) 2,234,441 2,231,945 2,496

GMPA No. 7 Work: 6,239,185 14,245 6,253,430 6,143,138 110,292

GMPA No. 8 Work: 7,024,188 930,880 7,955,068 7,829,559 125,509

GMPA No. 9 Work: 30,148,712 1,910,974 32,059,686 31,455,953 603,751

GMPA No. 10 Work: 4,809,815 1,574,970 6,384,785 6,384,785 0

GMPA No. 11 Work: 17,934,490 1,010,868 18,945,358 18,565,510 379,848

GMPA No. 12 Work: 3,957,515 23,722 3,981,237 3,859,213 122,025

GMPA No. 13 Work (CWF): 4,580,898 (927,644) 3,611,911 2,024,752 1,587,159

GMPA No. 13 Work (WJP): 9,268,436 156,406 9,424,843 4,224,354 5,200,489

Negotiated Support Services 8,339,260 0 8,339,260 6,823,326 1,515,934

Specified General Conditions 2,392,490 0 2,392,490 2,311,172 81,318

Subtotal 107,562,616 4,404,329 111,966,945 101,703,807 10,263,138

GC/CM’s Risk Contingency 3,492,360 (2,640,970) 851,390 851,390(2)

Owner’s Risk Contingency 1,875,883 (1,763,359) 94,524 94,524(2)

Subtotal 5,350,243 (4,404,329) 945,914 945,914

GC/CM fee (4.28%) 4,832,668 0 4,832,668 4,170,351 479,745

Subtotal 117,745,527 0 117,745,527 106,056,730 11,688,797

State Sales Tax (8.7%) 10,243,861 0 10,243,861 9,226,936 1,016,925

Total 127,989,388 0 127,989,388 115,283,666 12,705,722

Notes:

1. There is only one change order to date. The change order transferred $202,630 from GMPA No. 3 to GMPA No. 4. All other adjustments are due to transfers to and from contingency funds. See Section 9, Contingencies and Cost Change Memorandums, and Section 10, Change Orders, for additional information.

2. Remaining balance does not include encumbrances that were approved by the City in December. See Table 9.3 for additional information.



9. CONTINGENCIES AND COST CHANGE MEMORANDUMS

Contingencies. A GC/CM risk contingency is a fund that is made available for the GC/CM’s (i.e., Hoffman’s) exclusive use to pay for a variety of project issues such as, but not limited to, ambiguities in construction documents, buy-out errors or shortfalls, scope gaps, subcontractor performance or failure, and expediting costs for critical materials. A GC/CM risk contingency is included in 12 of the 13 guaranteed maximum price amendments (GMPAs) in amounts equal to 3.5% of the value of the work in the GMPA.

An owner design contingency is a fund that is made available for the owner’s (i.e., the City’s) exclusive use to pay for owner-directed design or scope changes and unforeseen or differing site conditions. An owner design contingency is included in eight of the 13 GMPAs in amounts equal to 2.0% of the value of the work in the GMPA.

Hoffman may use either of these funds only with the City’s prior written consent. Hoffman must give the City notice and provide supporting cost backup when applying for the use of these funds. The notice and supporting cost backup are defined, herein, as a cost change memorandum.

Any balance remaining in these funds at the end of the project is returned to the City.

See Section 2.2.4.1 of the Standard Form of Agreement Between Owner and Construction Manager asConstructor for additional information pertaining to contingencies. The current status of the GC/CM risk and owner design contingency funds at the end of December are indicated below in Tables 9.1 and 9.2.

Table 9.1 GC/CM Risk Contingency

GC/CM’s Original Risk

Contingency(3)

PreviousAdjustments

Adjustments this Past Month

GC/CM’s Current Risk

Contingency(1)(2)

GC/CM Risk Contingency 3,492,360 (2,640,970) 0 851,390

Table 9.2 Owner Design Contingency

Owner’s Original Design

Contingency(4)

PreviousAdjustments

Adjustments this Past Month

Owner’s Current Design

Contingency(1)(2)

Owner Design Contingency 1,857,883 (1,763,359) 0 94,524

Notes: 1. Excluding profit and tax. 2. Balance does not include encumbrances that were approved by the City in December. See Table 9.3 on the next page for

additional information. 3. GMPA No. 13 added $404,835 to GC/CM risk contingency. 4. GMPA No. 13 added $269,890 to Owner design contingency.



Cost change memorandums. Hoffman prepares a cost change memorandum (CCM) to request the City’s written consent to use its own risk contingency or the owner’s design contingency to cover those costs that are deemed reimbursible in accordance with Section 2.2.4.1 of the Standard Form of Agreement Between Owner and Construction Manager as Constructor. The City has reviewed and approved a total of 435 CCMs through December 2018. See Tables 9.1 and 9.2 on the previous page for additional information. The following CCMs were reviewed and tentatively approved by the City in December.

Table 9.3 – Cost Change Memorandums

CCM Description Tranfer Amount(1)

125.1 CCTV and Access Security Recon From GMPA #11 to owner contingency $ 37,133 407 Foul Air Piping From owner contingency to GMPA #9 $ 41,297 482.1 Windjammer Park Irrigation From owner contingency to GMPA #13 $ 9,111 581 Raw Sewage Pump Pad Extension From GC/CM risk contingency to GMPA #9 $ 8,021 582 Conduit for Relocated Transformer From owner contingency to GMPA #13 $ 3,406 592 Control Box for Dosing Pumps From GC/CM risk contingency to GMPA #9 $ 3,456 593 Revise Week Holes in Brick From owner contingency to GMPA #11 $ 1,321 594 Relocate Fire Alarm Panel From GC/CM risk contingency to GMPA #9 $ 722 595 Revised Conduit due to HVAC From GC/CM risk contingency to GMPA #9 $ 1,282 597 Ceiling Access Hatches From GC/CM risk contingency to GMPA #9 $ 299 598 Overtime for work at Odor Control From GC/CM risk contingency to GMPA #12 $ 1,599 600 Vendor Control Panel Revisions From owner contingency to GMPA #9 $ 1,298 602 Added Heat Tracing From GC/CM risk contingency to GMPA #9 $ 57,888

Note:1. Excluding profit and tax.



10. CHANGE ORDERS

Change orders. Change orders that adjust a guaranteed maximum price amendment (GMPA) shall be made principally for the following events:

Scope changes Concealed or unknown conditions Regulatory agency changes Significant design errors or omissions Changes required by governmental inspectors to meet requirements beyond those contained in regulations Allowance adjustment

See Section 2.2.4.2 of the Standard Form of Agreement Between Owner and Construction Manager as Constructor for additional information pertaining to change orders. The current status of change orders adjusting GPMAs are indicated in Table 10.1 below.

Table 10.1 Change Orders Original GMPA

Previous Change Orders

Change Orders this Month Current GMPA(1)

GMPA No. 1 2,553,317 0 0 2,553,317

GMPA No. 2 1,991,249 0 0 1,991,249

GMPA No. 3 836,130 -202,630 0 633,500

GMPA No. 4 5,109,549 202,630 0 5,312,179

GMPA No. 5 2,028,222 0 0 2,028,222

GMPA No. 6 3,966,503 0 0 3,966,503

GMPA No. 7 9,335,968 0 0 9,335,968

GMPA No. 8 10,824,756 0 0 10,824,756

GMPA No. 9 33,265,589 0 0 33,265,589

GMPA No. 10 5,373,040 0 0 5,373,040

GMPA No. 11 22,023,790 0 0 22,023,790

GMPA No. 12 4,353,876 0 0 4,353,876

GMPA No. 13 – CWF(2) 5,837,305 0 0 5,837,305

GMPA No. 13 – WJP(2) 10,226,233 0 0 10,226,233

Subtotal 117,745,527 0 0 117,745,527

State Sales Tax (8.7%) 10,243,861 0 0 10,243,861

Total 127,989,388 0 0 127,989,388

Notes: 1. Excluding transfers of contingency between GMPAs. 2. GMPA No. 13 is shown subdivided to show the approximate cost to finish the Clean Water Facility relative to the approximate

cost of Windjammer Park Improvements.



11. SCHEDULE

The overall project schedule and construction schedule shown below are based on the latest project construction schedule developed by Hoffman and the current status of construction and start-up activities.

Table 10.1 – Overall Project Schedule

Table 10.2 – Construction Schedule



12. PHOTOGRAPHS

Photo #1

Aerial photo of Windjammer Park and the clean water facility job site (looking north) on January 1st,2019, about eight months after demolition work at Windjammer Park began.

Oak HarborClean WaterFacility

State Route 20

SE Beeksma Drive

SE City Beach StreetPioneer Way

West Kitchen

Pavilion

East Kitchen

Splash Park

Parking Area

Basketball Courts

Old WhidbeyIsland BankBuilding (nowdemolished)

Sidewalks



Photo #2

Aerial photo of the clean water facility job site (looking northeast) on January 1st, 2019.

Area 01Maintenance

Storm WaterDetention Pond

Existing Pump Station(to be demolished)

Area 60OdorControl

Area 30SecondaryTreatmentBuilding

Area 20Headworks

Old WhidbeyIsland BankBuilding (nowdemolished)

WellsFargoBank

Area 50Biosolids

Area 01AdministrationArea 32

AerationBlower

Area 70Electrical

Area 70Generator Yard

Area 33WAS Storage

Area 31AerationBasins



Photo #3

Area 33 RAS Tanks (looking south) on Monday, December 3rd.

A pipefitter for University Mechanical is repairing a globe valve.



Photo #4

Area 50 Biosolids (looking southwest) on Monday, December 3rd.

A pipefitter for University Mechanical is labeling PVC pipe at a polymer blending unit.

Photo #5

West end of Windjammer Park (looking northwest at the pavilion) on Tuesday, December 4th.

Carpenters for Interwest Construction are finishing concrete for pavilion seat steps. Reinforcing steel and formwork for concrete shear walls for the pavilion are seen in the background.

Pavilion Seat Step



Photo #6

Area 50 Biosolids Building (looking north in the load out area) on Tuesday, December 4th.

Sheet metal workers for Delta Technology Corporation are preparing for the installation of a fiber reinforced plastic (FRP) foul air duct associated with a conveyor.



Photo #7

Area 01 Administration Building (looking west) on Tuesday, December 4th.

Electricians for EZ Interface are guiding conductors through a hole in a window frame. The conductors are part of a security and access control system.

Access Control



Photo #8

Area 50 Biosolids (looking east) on Wednesday, December 5th.

A millwright for University Mechanical is aligning a coupling for a hot gas fan.

Photo #9

Area 50 Biosolids (looking north) on Wednesday, December 5th.

An electrician for Valley Electric is installing conduit and conductors for an exhaust fan that is located atop the biosolids dryer.



Photo #10


Electricians for Valley Electric are installing conduits and conductors associated with biosolids dryer equipment.



Photo #11


A pipefitter for University Mechanical is modifying (by means of welding) a section of stainless steel chute associated with a conveyor.



Photo #12

Area 20 Headworks Building (looking northeast at a fine screen) on Wednesday, December 5th.

A customer service manager for Headworks International, Bryon Phillipe, is holding a shim that he removed from a fine screen, which reduced friction and the resulting amperage draw. Shim

Fine Screen



Photo #13

Area 37 Chemical Facilities (looking northwest) on Wednesday, December 5th.

Two electricians for Valley Electric are installing heat trace conductors and tape on PVC chemical piping.

Photo #14

West end of Windjammer Park (looking northwest at a pavilion) on Wednesday, December 5th.

Carpenters for LangCo NW are installing formwork for one of two shear walls at the pavilion.



Photo #15

North end of Windjammer Park (looking west) on Wednesday, December 5th.

A carpenter for Interwest Construction is finishing concrete for a pedestrian walkway.

Photo #16

South end of Windjammer Park (looking north at the east side of the splash park) on Thursday, December 6th.

A laborer for Turnstone Construction is applying light brown paint to faux rocks.



Photo #17

Area 50 Biosolids (looking southeast) on Thursday, December 6th.

Pipefitters for University Mechanical are installing a roll-off bin cover in the loadout area of the biosolids building.



Photo #18

Southwest end of Windjammer Park (looking north at the west kitchen) on Friday, December 7th.

Carpenters for LangCo NW are placing concrete for a seat wall.

Photo #19

Area 70 Electrical Building (looking west at main switchgear) on Monday, December 10th.

An electrician for General Electric is installing an EIP communications gateway.



Photo #20

South end of Windjammer Park (looking north along the west side of the splash park) on Monday, December 10th.

Interwest Construction is utilizing a truck-mounted concrete pump and hydraulic actuated boom to place concrete for the main north-south pedestrian walkway between Pioneer Way and Oak Harbor Bay.

Photo #21

West end of Windjammer Park (looking north) on Tuesday, December 11th.

LangCo NW is utilizing a truck-mounted concrete pump and hydraulic actuated boom to place concrete for two shear walls associated with a pavilion.



Photo #22

Area 20 Headworks Building (looking northwest) on Tuesday, December 11th.

Electricians for Valley Electric are attaching a label to an explosion-proof disconnect switch (left) and attaching heat trace conductors and tape to nutrient feed piping (top right).



Photo #23

Area 60 Odor Control (looking east) on Wednesday, December 12th.

Pipefitters for University Mechanical are applying sealant to a gasket that is associated with a flow meter in a re-circulation chamber.

Photo #24

Area 50 Biosolids (looking northeast) on Wednesday, December 12th.

An electrician for Valley Electric is terminating conductors for a sensor that is part of a dewatered sludge piping system.



Photo #25

Area 50 Biosolids Building (looking northwest) on Wednesday, December 12th.

A pipefitter for University Mechanical is welding together two sections of stainless steel dewatered sludge piping.



Photo #26

South end of Windjammer Park (looking west and south) on Wednesday, December 12th.

Interwest Construction continues to place concrete for walkways.

Photo #27

Area north of aeration blower building (looking northeast) on Wednesday, December 12th.

S&S Concrete, Inc., is placing concrete for curbs for a parking lot.



Photo #28

Area 50 Biosolids Building (looking southwest and north) on Thursday, December 13th.

GEA representative Tom Potter (center) and a pipefitter for University Mechanical (right) are removing a cover at a centrifuge. A pipefitter (bottom photo) is exchanging a weir plate as a means of adjusting centrate discharge.



Photo #29

Area 50 Biosolids (looking north in loadout area) on Thursday, December 13th.

Electricians for Valley Electric are installing conduits and conductors for screw conveyor motors.



Photo #30

South side of Windjammer (looking northeast towards the west side of the splash park) on Thursday, December 13th.

Carpenters for Interwest Construction are utilizing a gas-powered saw to cut contraction joins in a pedestrian walkway.

Photo #31

South end of Windjammer Park (looking north along the east side of the splash park) on Thursday, December 13th.

A carpenter for Turnstone Construction is attaching faux starfish and barnacles to a faux rock.



Photo #32

South end of Windjammer Park (looking east at an area adjacent to the east side of the splash park) on Thursday, December 13th.

Electricians for Valley Electric are installing a precast concrete lamp base.



Photo #33

West end of Windjammer Park (looking northwest) on Thursday, December 13th.

Two Portland Loos arrived on site earlier this week.

Photo #34

Southwest end of Windjammer Park (looking south and east near the west kitchen) on Thursday, December 13th.

Carpenters for Interwest Construction are placing concrete for a sidewalk adjacent to the west kitchen.



Photo #35 Area north of the clean water facility (looking north towards Pioneer Way) on Thursday, December 13th.

S&S Concrete Construction is building curbs for a parking lot.

Photo #36 Area 70 Generator Yard north (looking northeast towards the engine generator) on Friday, December 14th.

Two carpenters for P&L General Contractors continue to install screen wall made of weathering steel.

New Curbs



Photo #37 West end of Windjammer Park (looking southwest towards a pavilion) on Friday, December 14th.

Carpenters for LangCo NW are utilizing a telescoping lift to remove formwork from shear walls for the pavilion.



Photo #38 Area 50 Biosolids Building (looking west) on Friday, December 14th.

A sheet metal worker for Delta Technology Corporation (left) and a pipefitter for University Mechanical (right) are installing a chute between a diverter and a back mixer screw.



Photo #39 Area 60 Odor Control (looking northeast) on Friday, December 14th.

A painter for Penington Painting Company is painting utility water piping atop the odor control structure (next to the headworks building).



Photo #40 Area 50 Biosolids Building (looking southwest in the loadout area) on Friday, December 14th.

An electrician for Valley Electric is terminating conductors at a bin cover hoist.



Photo #41 Area 50 Biosolids Building (looking west) on Friday, December 14th.

An electrician for Valley Electric is attaching heat trace conductors to polymer piping.



Photo #42

East end of Windjammer Park (looking northwest at the east kitchen) on Friday, December 14th.

Two carpenters for LangCo NW are installing reinforcing steel for a seat wall by means of drilled holes and epoxy.



Photo #43

South end of Windjammer Park (looking west towards a lagoon) on Monday, December 17th.

Carpenters for Interwest Construction are utilizing a gas-powered saw to cut contraction joins in a pedestrian walkway.

Photo #44

South end of Windjammer Park (looking east at the south end of a splash park) on Monday, December 17th.

A carpenter for Turnstone Construction is painting faux starfish and barnacles.



Photo #45

Area 01 Administration Building (looking north) on Tuesday, December 18th.

A carpenter for Turnstone Construction is spraying muriatic acid on a concrete water feature.The acid removes excess mortar and further exposes aggregate.

Photo #46

Area 20 Headworks Building (looking southeast) on Tuesday, December 18th.

Two ironworkers for Steelkorr are installing aluminum tread plates atop a course screen channel.



Photo #47

Area 50 Biosolids Building (looking northwest towards the dryer) on Tuesday, December 18th.

Two pipefitters for University Mechanical are removing protective film from the stainless steel dryer (top) and an electrician for Valley Electric (bottom) is terminating conductors for an instrument associated with an off-gas fan (bottom).



Photo #48

Area 50 Biosolids Building (looking north at a centrifuge) on Tuesday, December 18th.

An electrician for Valley Electric is attaching heat tape to a polymer pipe.

Photo #49

Southwest end of Windjammer Park (looking north towards the west side of the west kitchen) on Wednesday, December 19th.

A carpenter for Interwest Construction is utilizing a Fresno trowel to finish concrete for a pedestrian walkway.



Photo #50

Area 50 Biosolids Building (looking south at a centrifuge) on Wednesday, December 19th.

Top: A representative of centrifuge supplier GEA, Tom Potter, is opening an inspection cover from a chute below a centrifuge.

Bottom: Mr. Potter is inspecting sludge cake from a sample port in a centrifuge.



Photo #51

Area 50 Biosolids Building (looking south in the control room) on Wednesday, December 19th.

An electrician for Valley Electric is terminating conductors for an air-handling unit.



Photo #52

Area north of Area 32 Aeration Blower Building (looking south along boundary between the clean water facility and the Bayview property) on Wednesday, December 19th.

Electricians for Valley Electric are utilizing a telescoping lift to install a fiberglass light pole within a not-yet-constructed pedestrian walkway. The walkway runs in a north-south direction between Pioneer Way and Oak Harbor Bay. The east side of the People’s Bank building is seen at right.



Photo #53

Area 50 Biosolids Building (looking west) on Thursday, December 20th.

A pipefitter for University Mechanical is installing ventilation piping associated with a natural gas regulator at a burner plenum.



Photo #54

Area north of Area 60 Odor Control (looking northwest) on Thursday, December 20th.

Carpenters for Interwest Construction are placing concrete for a seat wall footing.

Photo #55

Southwest end of Windjammer Park (looking east from the west kitchen) on Thursday, December 20th.

A carpenter for P&L General Contractors is utilizing a battery-powered drill with a special bit to facilitate countersinking bolts in a glulam column.



Photo #56

Area 50 Biosolids Building (looking northwest) on Thursday, December 20th.

A representative of centrifuge manufacturer DEA, Tom Potter, (top in orange vest) and an engineer for University Mechanical, Joe Alvarez (bottom in yellow jacket) are utilizing control panels to operator a centrifuge and polymer dosing units, respectively.



Photo #57

Southwest end of Windjammer Park (looking south towards the west kitchen) on Friday, December 21st.

Carpenters for P&L General Contractors are utilizing a mobile crane to lift a glulam beam into place at the west kitchen.

Photo #58

West end of Windjammer Park (looking northwest towards the pavilion) on Friday, December 21st.

Carpenters for LangCo NW are utilizing a truck-mounted concrete pump to place concrete for the top portions of two shear walls.



Photo #59

West end of Windjammer Park (looking northwest) on Friday, December 21st.

An electrician is installing a ¾-inch diameter, 10-foot-long bare copper ground rod.

Photo #60

Area north of Area 60 Odor Control (looking southeast) on Friday, December 21st.

Carpenters for Interwest Construction are placing reinforcing steel and formwork for a seat wall.



Photo #61

Area 01 Administration Building (looking west in a mechanical room) on Wednesday, December 26th.

A worker for D&G Insulation is wrapping a potable water pipe with insulation.



Photo #62

Area 50 Biosolids (looking north in the loadout area) on Thursday, December 27th.

A sheet metal worker for Delta Technology Corporation is installing foul air ductwork for a dust collection system.



Photo #63

Area 50 Biosolids Building (looking southeast) on Thursday, December 27th.

An electrician for Valley Electric (top) is installing a luminaire above a rollup door at the load out area.



Photo #64

Area 50 Biosolids Building (looking southeast) on Thursday, December 27th.

An electrician for Valley Electric (left) and a pipefitter for University Mechanical (right) are working on a polymer tote mixer motor and a polymer tote rack, respectively.

Photo #65

West end of Windjammer Park (looking northwest) on Friday, December 28th.

Carpenters for Interwest Construction are placing concrete for a foundation for two Portland Loos (seen in background at left).



Photo #66

Area 20 Headworks Building (looking west) on Friday, December 28th.

A pipefitter for University Mechanical is installing a pipe strap around a ductile-iron raw sewage discharge pipe.

Photo #67

Area 50 Biosolids Building (looking east) on Friday, December 28th.

Two pipefitters for University Mechanical are using a heat gun to help remove protective film or tape from the biosolids dryer.


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ATTACHMENT A


of 3


ATTACHMENT


KBA

K Adams, Project Manager Daniel Williams, Resident Engineer Chris Bailey, Project Specialist Brian Hanson, Inspector

-- GeoTest Services -- Oxford Engineering (cost validation)

Hoffman Construction Company

Trevor Thies, Senior Project Manager Bryan Shirley, Senior Superintendent Ben Larson, Project Manager Esau Spicer, Superintendent Bobby Taylor, Project Engineer Jim Morrison, Project Engineer Adam Jorgenson, Project Engineer Dana Beckman, Office Manager

Carollo Engineers

Brian Matson, Project Manager Karl Hadler, Design Manager, Michael Borrero, Resident Engineer Monte Richards, SCADA Engineer Brian Graham, Start-up Engineer

-- MWA Architects -- Greenworks -- Enviroissues

KPFF Consulting Engineers Laboratory Design & Construction -- Scientific Lab Technology Leewens Corporation (crack injection) Madden Fabrication Malcolm Drilling -- Barnhart Crane & Rigging -- Concrete Nor’West (Miles Sand & Gravel) -- Lenz Enterprises -- Ness Cranes Ming Surveyors Morrow Equipment Company Ness Cranes Northwest Playground Equipment, Inc. Northwest Tower Crane P&L Contractors -- Valdez Construction Pacific Earthworks, Inc. Pacific Glass and Door Pellco Construction -- Ace Concrete Cutting -- Allstar Hydroseeding -- Bayside Services -- Elcon Corporation -- Holocene Drilling -- Manholes Unlimited -- Concrete Nor’West (Miles Sand & Gravel) -- Penny Lee Trucking Penington Painting Company -- Hunnicutt’s, Inc. Performance Contracting, Inc. R & D Masonry Richards Phillips Marine (RPM) -- Ace Concrete Cutting -- Barnhart Crane and Rigging -- Bellingham Marine Industry, Inc. -- Emtek Matting Solutions > CR Woods Trucking -- HD Supply -- Wilson Engineering (Surveyors) Shinn Mechanical

City of Oak Harbor

Bob Severns, Mayor Beth Munns, Mayor Pro-Tem

Rick Almberg, Councilmember Bill Larsen, Councilmember Erica Wasinger, Councilmember Tara Hizon, Councilmember Joel Servatius, Councilmember James Woessner, Councilmember

Blaine Oborn, City Administrator Patricia Soule, Finance Director Cathy Rosen, Director of Public Works Brett Arvidson, Project Engineer Phil Matthews, Plant Supervisor

Snyder Roofing ST Fabrication -- Steelkorr, LLC Turner Construction University Mechanical Corporation -- Casdade Sawing and Drilling -- D&G Mechanical Insulation -- Delta Technology Corporation -- Honeywell International > EC Company -- Interwest Construction -- Norton Corrosion -- Penhall Company -- Seattle Concrete Core Drilling United Site Services Valdez Construction -- Alliance Partition Systems -- Axiom Construction (GFRC Cladding) -- Forest Sound Products -- Gale Contractor Services -- LangCo NW > Flooring Solutions -- Sabelhaus West -- Sterling Contractors Valley Electric -- Concrete Nor’West (Miles Sand & Gr) -- Integrity Networks -- Interwest Construction -- Johnson Controls -- Ness Cranes -- QualiTEQ -- Redhawk Fire & Safety -- RPL Electric > General Electric (Switchgear) > Rockwell Automation (MCCs) -- Western Concrete Pumping Washington Iron Works WEMCOXylem Dewatering Solutions Zenon Environmental (a.k.a Suez) Zesbaugh, Inc.

Advanced Equipment Corporation Andersen Specialties, Co. Ascendent, LLC Automated Gates and Equipment Axiom Construction (metal roof and flashing) Bilco Company, The Biorem Enviromental, LLC Brandsen Hardwood Floors, Inc. Condon Johnson -- Concrete Nor’West (Miles Sand & Gravel) -- Ness Cranes Crawford Garage Doors DeaMor Associates EISI Consulting Engineers Electric Reliability Services Engineered Treatment Systems (ETS) Garner Construction Haarslev Industries, Inc. Hoffman Mechanical, Inc. Hoffman Structures, Inc. (HSI) -- Gerdau Reinforcing Steel -- Interwest Construction -- Leewens Corporation (T-lock lining) -- Western Concrete Pumping Interwest Construction -- Allstar Hydroseeding -- Bayside Services -- Cascade Dive Company -- Holocene Drilling -- Lakeside Industries -- Ming Surveyors -- Morse Steel Service -- Ness Cranes -- Nordic Construction -- North Hill Resources -- Norton Corrosion -- Penny Lee Trucking -- Reece Construction -- Salinas Sawing and Sealing Island Partners Painting Kent Crane & Inspection Services


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Bill No. 6. a.Date: January 15, 2019Subject: Ordinance 1862: Annexation of

Wood Property

FROM: Steve Powers, AICP, Development Services Director


RECOMMENDED ACTION

Conduct a public hearingMove to adopt Ordinance No.1862 annexing the Wood property

BACKGROUND / SUMMARY INFORMATIONHarold W. Wood, Trustee of the Wood Family Trust, that owns two parcels, R13210-364-1400 andR13210-364-1570, submitted a request to annex the properties into the City in March 2018. Theproperties are located on the south side of SW 24th Ave (see Map Attachment 1) and encompassapproximately 4.6 acres. The properties are contiguous to the City to the north, east, and south and aredirectly south of Ridgeway Drive intersection with SW 24th Ave. The Wood Family Trust has 100%ownership of the properties with an assessed value of $300,000.

As required by RCW 35A.14.120, the City Council convened a meeting on May 1, 2018 with theinitiating party within 60 days after the filing of the notice of intent (the notice was received March 13,2018). The City Council decided at this meeting: 1) to accept the annexation as proposed; 2) requireadoption of zoning simultaneously with annexation; and, 3) require the annexed properties to share Cityindebtedness. The agenda bill accompanying the decision has been attached for your reference(Attachment 2).

The property owners have filed the necessary documents with the City to proceed with the annexationprocess. The documents have been verified by the Island County Assessor’s office for sufficiency.

Annexations are discretionary actions by the City and are based on the city’s goals and policies for urbangrowth. Goal 4 of the Urban Growth Area Element of the Comprehensive Plan includes a list of policiesto consider in making the final decision. A copy of the Urban Growth Area Element has been includedfor your reference (Attachment 3).

In reviewing the proposed annexation against Goal 4 policies of the Urban Growth Areas Element, the


following can be determined:

The properties are a logical extension of the City boundary and its services.No enclaves are created by the annexation.Utilities are available along SW 24th Ave and can be extended to serve the property. As noted inthe initial review of the request, the timing of development can have a significant impact on the costassociated with the infrastructure. For example, if this property wants to develop prior to thedevelopment of the property to the east and south, a forced main sewer system will be neededsince the land slopes away from SW 24th Ave. This can add substantial costs for thedevelopment.The development of this property should not diminish the present LOS for the various utilities tothe site. However, it should be noted that LOS for transportation networks may be impacted asthis area and the surrounding properties eventually develop.The Fire Department has stated that the annexation of property in the southwest quadrant of theCity will impact their ability to serve this area. They have also indicated that an additional FireStation is needed to serve the growing needs of the community. Though the solutions to thesechallenges cannot be addressed within this annexation request, the City should consider them whenplanning for facilities/utilities, purchasing equipment, and amending code revisions. “The inclusion of this annexation area exceeds the level of service set by the Oak HarborCity Counsel for Fire Department response times. The city’s fire insurance rating currentlyrated a 4 by the Washington Survey and Rating Bureau may be negatively impacted byadditional growth in the southwest quadrant of the city without an additional FireDepartment facility and staffing positioned in the Southwest portion of the city.” -OakHarbor Fire DepartmentThe level of police service will likely not be diminished by the proposal.The requirements of the code should mitigate for the R2 density development proposed on theselots and improve the infrastructure surrounding the property.

LEGAL AUTHORITYLegal authority for municipal annexations is established under RCW 35A.14.010.

FISCAL IMPACTPositive impacts to the City would be realized in additional property tax assessment, utility fee collection,meeting housing demand, and providing housing options. However, there will also be fiscal impactsincurred through the provision of police, fire, sewer, transportation, and other general City services. Asmentioned in the discussion above, the Fire Departments ability to serve the area as it grows should benoted. Continued growth in the southwest quadrant will need to be eventually addressed with additionalfacilities.



City Council Workshop – April 25, 2018

City Council Meeting – May 1, 2018

ATTACHMENTS1. Map of Annexation Area2. Agenda Bill from May 1, 2018: Intent to Commence Annexation Proceedings3. Urban Growth Element - Goal 4 and related policies4. Notice of Public Hearing for Ordinance No. 18625. Ordinance No. 1862 Annexation of Wood Property







SR 20

SW 24TH AVE

RIDGEWAY DR

SW CA

PITAL

DR

SW RO

SARIO

PL

CAPIT

AL ST

POPPYS PL

SW VI

STA P

ARK D

R

GREE

NWOO

DST

SPARR OW DR

KIWI ACRE S LN

SW EAGLE VISTA AVE

S W TALON LOO P

MERID

IAN ST

SW HARBOR VISTA CIR

SWN A

VIGAT

OR

LOOP

SW 20TH CT

SW HARBOR VIEW LN µ

0 340 680170 Feet

Vicin

ity M

ap

Subject Location

LegendProposed Annexation

High-Intensity Residential/Low-Intensity Commercial Land Use

Low-Intensity Residential Land Use

Public Facilities Land Use

Oak Harbor City Limits

Urban Growth Area Boundary

Island County

City of Oak Harbor

0 500 1,000250 Feet 201



Bill No. 9. a.Date: May 1, 2018Subject: Intent to Commence Annexation

Proceedings: Wood Property

FROM: Steve Powers, AICP, Director, Development Services Department

INITIALED AS APPROVED FOR SUBMITTAL TO THE COUNCIL BY:Bob Severns, MayorPatricia Soule, Finance DirectorNikki Esparza, City Attorney, as to form

RECOMMENDED ACTION

Conduct a meeting with the applicant.Move to accept the area for annexation as proposed and authorize circulating a annexation petitionfor signatories representing not less than sixty percent of the assessed value, require the adoptionof R1, Single Family or R2, Limited Multifamily zoning simultaneous with annexation, and requirethe annexed properties to share City indebtedness.

BACKGROUND / SUMMARY INFORMATIONHarold W. Wood, Trustee of the Wood Family Trust, that owns two parcels, R13210-364-1400 andR13210-364-1570, has submitted a request to annex (Attachment 3) into the City. The properties arelocated on the south side of SW 24th Ave (see Map Attachment 1) and encompass approximately 4.6acres.

The properties are contiguous to the City to the north, east, and south and are directly south of RidgewayDrive intersection with SW 24th Ave. The Wood Family Trust has 100% ownership of the propertieswith an assessed value of $300,000.

RCW 35A.14.120 requires the City Council to convene a meeting with the initiating party within 60 daysafter the filing of the notice of intent (the notice was received March 13, 2018). The City Council mustdecide at this meeting: 1) whether it will accept, reject, or geographically modify the proposedannexation; 2) whether it will require adoption of zoning simultaneously with annexation; and, 3) whetherit will require annexed properties to share City indebtedness.

The decision of the Council whether to move forward with the proposed annexation is entirely within itsdiscretion. By accepting a proposed intent to annex at this stage, the Council is not committing itself toultimately annexing the territory proposed. This acceptance authorizes the proponent to circulate apetition for signatories representing not less than sixty percent of the assessed value of the proposedannexation area. If the Council rejects the proposed annexation at this stage, the initiating parties have noright of appeal.

1. Whether to accept, reject, or geographically modify the proposed annexation

Guidance for this is provided in the goals and policies adopted in the Urban Growth Element of the City’sComprehensive Plan. It addresses such issues as maintaining adopted levels of service, ensuring publicservices can be provided to the annexed area, funding of these services, potential future obligations byproperty owners, and confirming the annexation is a logical extension of the City’s municipal limits (pleasesee Attachment 2 for these goals and policies).

On the surface, the proposed annexation seems straightforward. It is a logical extension of the City,contiguous to the City boundaries, and can be served by City utilities. However, there are a few minorchallenges to note. Some of these challenges are property specific and others are more general.

GeneralWith every annexation, there is an increase in demand on the City’s fire and police protection service.The Fire Department has offered the following comments on this annexation: “The inclusion of thisannexation area exceeds the level of service set by the Oak Harbor City Counsel for FireDepartment response times. The city’s fire insurance rating currently rated a 4 by the WashingtonSurvey and Rating Bureau may be negatively impacted by additional growth in the southwestquadrant of the city without an additional Fire Department facility and staffing positioned in theSouthwest portion of the city.” As the City grows to accommodate the forecasted population growth,this increase in demand for services will need to be addressed. Though the solutions to these challengescannot be addressed within this annexation request, the City should consider them when planning forfacilities/utilities, purchasing equipment, and amending code revisions. All of these will likely have somesort of direct or indirect fiscal impacts to property owners or the City.

As properties in this area annex and develop, there will be some impacts on the transportation system.Trips generated from developments have the potential to be distributed through the various residentialstreets that connect to SW 24th Ave. However, at some point there could likely be a need forimprovement at either SW 24th and SR 20 or at SW Eagle Vista and SR 20, especially with moreintense development options provided by flexible zoning designations. The costs of these improvementsmay be borne by a future development or the City depending on circumstances at the time the need isestablished.

Property SpecificThe development of this property can have some specific challenges based on the timing of development.The property generally slopes to the south. Therefore, designing a stormwater and sewer system can havesome potential challenges to overcome. Stormwater facilities may be dependent on the need fordownstream facilities to be built. This includes stormwater facilities on adjacent land to the south and theCity’s outfall project along Scenic Heights. Ideally, the timing of this development will be at a point whenthe downstream improvements have been completed and adjacent development (proposed Garry OaksSubdivision) has built its storm drain system and the facilities are in place to accept the run-off from thisland. If the development wants to move ahead of these facilities being completed, additional requirementsmay be placed on the development of this property to obtain easement, build facilities, etc.

The slope of this property also impacts the design of the sewer system to serve the development. Ideally,

the property will be developed after, or in conjunction with, the adjacent property so that it can be servedby gravity flow that will be directed to the Scenic Heights lift station. If not, the development may need toprovide a system that directs the effluent to SW 24th Ave and then potentially be abandoned whengravity flow becomes available. These challenges can add costs to a development proposal.

The development will be required to extend Ridgeway Drive through its property and connect with thelayout and development of the adjacent property. Transportation related impacts will be determined bythe type and density of the proposed development.

2. Whether it will require adoption of zoning simultaneously with annexation

Up until the adoption of the 2016 Update to the City’s Comprehensive Plan, annexation of propertytransitioned from land use designation to the associated zoning designation seamlessly due to its one-onerelationship. The 2016 Update adopted a generalized land use map that now provides flexibility withimplementing the zoning designation. The Low Density Residential land use category is now implementedby the R1 Single Family, R2 Limited Multifamily, and R3 Medium Density Multifamily zoningclassification. Therefore, this property can be zoned upon annexation into any one of these zoningdesignations, providing flexibility and density options. Although this provides flexibility, choosing a higherdensity will likely require more services and will have subsequent impacts on all utilities.

In general, the City can consider establishing a policy to have R2 as a default zoning designation forannexations of properties with a land use designation of Low Density Residential. R2 provides theflexibility to include the lower densities of the R1, Single Family Residential as well as the option for anincreased density and smaller lots permitted in the R2. R3, Multifamily Residential, prohibits single familyresidential development and therefore will require a preconceived development idea by an applicant torequest that zoning at the time of annexation. R3 zoning designations will also need additional thought bythe City in terms of location and access to services and transportation networks. A R3 designation and itsdensities for this annexation could likely have impacts to the existing surrounding land uses withouttransitioning densities and access to public services.

If, and when, this annexation moves forward, the applicant can choose between a R1 or R2 zoning basedon the desired development of the property.

3. Whether it will require annexed properties to share City indebtedness

City indebtedness refers to existing or future bonds, the cost of which is shared by City taxpayers. It islogical for the City to require that properties in the proposed annexation to share in City indebtedness.

LEGAL AUTHORITYLegal authority for municipal annexations is established under RCW 35A.14.010.

FISCAL IMPACT

Positive impacts to the City would be realized in additional property tax assessment, utility fee collection,meeting housing demand, and providing housing options. However, there will also be fiscal impactsincurred through the provision of police, fire, sewer, transportation and other general City services asmentioned in the discussion above.

PREVIOUS COUNCIL / BOARD / CITIZEN INPUTCity Council Workshop – April 25, 2018




City of Oak Harbor Comprehensive Plan (June 2016)

Urban Growth Area Element Goals/Policies

Goal 4 - Annexations to the City will occur in compliance with the Washington State

Growth Management Act and the following policies:

4.a. Land to be annexed should include only areas seen as logical extensions of the City,

located adjacent to existing urban development.

4.b. The City should avoid annexations that would result in unincorporated enclaves within

the UGA.

4.c. Annexations to the City should be based on evidence that public facilities and service

capacities already exist or are planned for and can be efficiently, economically, and

practically provided by either public or private sources.

4.d. Annexations should not diminish the present LOS or create an excessive financial burden

to existing and prospective property owners in the City.

4.e. Ensure property owners within an annexing area are aware of foreseeable obligations or

requirements that may be imposed upon them by the City at the time of annexation.

4.f. Require existing buildings, within annexed areas, to meet the City's fire and safety

requirements.

4.g. Assure that the City's fire rating is not reduced because of annexation.

4.h. Maintain the existing level of police service when annexing new areas.

4.i. Annexation proposals should describe the method and level of funding for capital

facilities needed to serve the annexed area.

4.j. Proponents of annexation in developed or partially developed areas should pay their fair

share of the costs of urban services and public improvements required to meet the City's

LOS standards.

4.k. The City may require the preparation of a fiscal impact study which addresses long and

short-term economic impacts to the City.

4.l. Annex, when possible, areas of sufficient size that square off City boundaries and

enhance circulation.

4.m. Proposed annexations shall not result in the long-term reduction of the City's established

LOS standards.

Goal 5 - New neighborhoods annexed into the City should contribute in a positive manner

to sustain and enhance the quality of life for all Whidbey Island citizens while promoting a

strong sense of place for Oak Harbor.

5.a Annexation agreements should include a preliminary plan for a transportation network

that emphasizes connections to existing neighborhoods, streets and pedestrian facilities.

5.b Where topography allows, new annexation areas should develop in the traditional lot and

block grid pattern that typified early Oak Harbor development and enhances the provision

of public facilities and services.

5.c The City should consider the desirability of acquiring potential new public facilities, such

as trails, parks or open space lands, during the annexation review process with the

cooperation of the petitioners.

5.d In annexation requests where the surrounding land uses could be significantly affected by

the potential land uses in the annexing area, the City should require a greenbelt

designation of an appropriate width to ameliorate the negative impacts.

5.e The City should adopt standards that support the Comprehensive Plan annexation

policies.

PUBLISH: Saturday, December 29, 2018

Public Hearing Notice Oak Harbor City Council

NOTICE is hereby given that the Oak Harbor City Council will hold a public hearing in the City Hall Council Chambers, 865 SE Barrington Drive, on Tuesday, January 15, 2019 at 6:00 p.m. at the City Council Regular Meeting regarding the following:

• Ordinance No. 1862: Annexing certain property known as the Wood Annexation (Parcels R13210-364-1400 and R13210-364-1570), located approximately 1,000 feet west of SR20, on the southside of SW 24th Avenue.

Anyone wishing to support or oppose this item or provide other relevant comments may do so in writing or appear in person before the Oak Harbor City Council at the time and place of said public hearing. To assure disabled persons the opportunity to participate in or benefit from City services, please provide 24-hour advance notice to the City Clerk at (360) 279-4539 for additional arrangements to reasonably accommodate special needs.

Carla Brown, City Clerk Carla Brown City Clerk Posted on December 26, 2018 POSTED: City Hall Bulletin Boards www.oakharbor.org on 12/26/2018 PUBLISHED: WNT legal section on 12/29/2018

EMAILED: [email protected] Remove posting after 01/15/2019


http://www.oakharbor.org/

mailto:[email protected]

Ordinance No. 1892 Annexation of Wood Property Page 1 of 3

ORDINANCE NO. 1862

AN ORDINANCE ANNEXING CERTAIN REAL PROPERTY TO THE CITY OF OAK HARBOR, ASSESSING ALL PROPERTY WITHIN THE ANNEXATION AREA AT THE SAME RATE AND BASIS AS OTHER PROPERTY WITHIN THE CITY, REQUIRING THE SUBJECT PROPERTIES TO ASSUME THEIR PROPORTIONATE SHARE OF THE CITY INDEBTEDNESS AND ASSIGNING ZONING FOR THE ANNEXED PROPERTY CONSISTENT WITH THE OAK HARBOR COMPREHENSIVE PLAN.

WHEREAS, the initiating party, representing not less than ten percent in assessed value of the property for which annexation is sought, filed an intent to commence annexation proceedings with the City of Oak Harbor on March 13, 2018; and, WHEREAS, in conformance with RCW 35A.14.120, the City Council met with said initiating party on May 1, 2018 and authorized the annexation process to move forward; and, WHEREAS, said petition was received by the City of Oak Harbor and transmitted to the Island County Assessor for determination of sufficiency; and, WHEREAS, a determination of sufficiency was made by the Island County Assessor on November 8, 2018; and, WHEREAS, annexations are exempt from the State Environmental Policy Act (SEPA) pursuant to RCW43.21C.222. Environmental review and SEPA checklist submittal will be required, if necessary, with subsequent development applications; and, WHEREAS, a public hearing for this annexation was held before the City Council on January 15, 2018, notice of said hearing having been published as required by law; and, WHEREAS, the City Council of the City of Oak Harbor, following due deliberation and careful consideration of the issues germane to the annexation petition, finds that the proposal is consistent with state and local laws pertaining to the annexation of property to the City of Oak Harbor and with the Urban Growth Area goals and policies in the Oak Harbor Comprehensive Plan; NOW THEREFORE, the City Council of the City of Oak Harbor, do ordain as follows:

Section 1. That the following described property, situated in the County of Island, State of Washington and contiguous to the City of Oak Harbor, is hereby annexed to and incorporated into the City of Oak Harbor, Washington:



Legal Description (Per Old Republic Title Guarantee SGWO8000279, dated August 23, 2018): Parcel A – The East Half of the West Half of the Northwest Quarter of the Southeast Quarter of the Northwest Quarter of Section 10, Township 32 North, Range 1 East W.M.; EXCEPT the North 30 feet for road, as conveyed to Island County under Auditor’s File No. 304426. (Also known as Lot C of SP #76/55 recorded August 23,1976 as Auditor’s File No. 301894, records of Island County, Washington.) Situate in the County of Island, State of Washington. Parcel B – The West Half of the West Half of the Northwest Quarter of the Southeast Quarter of the Northwest Quarter of Section 10, Township 32 North, Range 1 East W.M; EXCEPT the North 30 feet for road, as conveyed to Island County under Auditor’s File No. 304426. (Also known as Lot D of SP #76/55 recorded August 23,1976 as Auditor’s File No. 301894, records of Island County, Washington.) ALL Situate in the County of Island, State of Washington. Section 2. All said real property in the annexed area described in Section 1 shall be assessed and taxed at the same rate and on the same basis as other property in the City of Oak Harbor is assessed and taxed, assume existing indebtedness and be subject to the comprehensive plan as presently adopted or as hereafter amended. Section 3. The annexed area described in Section 1 is hereby assigned zoning of R-2, Limited Medium Density Residential in accordance with the Oak Harbor Comprehensive Plan Land Use Map. The zoning provisions of the Oak Harbor Municipal Code shall be in full force and effect in the annexed area in accordance with this assignment. Section 4. Severability. If any section, subsection, paragraph, sentence, clause, or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation. Section 5. Effective Date. This Ordinance shall become effective five (5) days following passage and publication as required by law.



PASSED by the City Council this 15th day of January, 2019. THE CITY OF OAK HARBOR Veto ( ) Approve ( ) By Robert Severns, Mayor Dated: Attest: Carla Brown, City Clerk Approved as to Form: Nikki Esparza, City Attorney Published:



Bill No. 7. a.Date: January 15, 2019Subject: Ordinance No. 1864 amending

OHMC Section 11.02.110 Titled“Street Names and AddressAssignment”

FROM: Steve Powers, AICP, Director, Development Services


RECOMMENDED ACTION“I move to adopt Ordinance No. 1864, amending OHMC Section 11.02.110 Titled ‘Street Names and Address Assignment’”.

BACKGROUND / SUMMARY INFORMATIONOak Harbor Municipal Code Chapter (OHMC) 11.02 establishes the street and numbering system usedby the City. One section, Section 11.02.110, is used to assign street addresses.

Mr. Mike Cann, with SaviBank, recently submitted a letter (Attachment 1) requesting their new bank beassigned a Midway Boulevard address rather than the NE 3rd Avenue address OHMC Section11.02.110 would require. The NE 3rd Avenue address was assigned at the beginning of the constructionprocess while staff and the applicant looked for ways for the project to be assigned a Midway Boulevardaddress. When none of the options explored provided workable solutions, and in the interest of beingbusiness-friendly, staff proposed to amend the addressing code.

The proposed code amendment (Attachment 2) will achieve SaviBank’s goal and possibly assist otherbusinesses/uses without significantly changing the intent or structure of the addressing code. The draftcode proposes to allow a property located at the intersection of two streets to take its address from themore significant street. The level of significance will be determined by using the Oak HarborTransportation Plan. The Plan determines this by assigning functional classifications for all streets (e.g.principal arterial, minor arterial, collector and local). Oak Harbor Transportation Plan, Figure 3,Roadway Functional Classifications (Attachment 3) depicts the different classification of streets.

The Police Chief and Fire Chief were asked to review the draft code since addressing plays a part inemergency responses. Neither expressed any concern with the proposed amendment.


LEGAL AUTHORITY

FISCAL IMPACT


ATTACHMENTS1. Mike Cann, SaviBank, letter of December 4, 20182. Draft Ordinance No. 18643. Oak Harbor Transportation Plan, Figure 3, Roadway Functional Classification





December 4, 2018

City of Oak Harbor Development Services 865 SE Barrington Drive Oak Harbor, WA 98277

~ SaviBdnk

Attn: Blaine Oborn, City Administrator Steve Powers, Development Services Director Scott King, Building Official

Re: Address for New SaviBank, Midway Boulevard, Oak Harbor

RECEIVED

DEC 0 4 2018

CITY Or OA!-. HARHOR Development St:n·1ce5 Depn11111e111

We are presently constructing the new Savi Bank branch on Midway Boulevard with an assigned address of 1100 NE 3rd Avenue. The address was issued per Oak Harbor Municipal Code 11.02.110 (3). The building was designed per Oak Harbor's Design Regulations and Guidelines with the building faced toward Midway Boulevard and necessitating the road entry on 3rd

Avenue. Due to the fact that this property is between NE 3rd and NE 4th Avenues, an entry drive would not be allowed. As a business, SaviBank is requesting to be given a Midway Boulevard address for customer ease in locating the facility.

Thank you for your consideration.

Mike Cann CEO & Chairman of the Board


Ordinance No. 1864 amending OHMC Section 11.02.110 Titled “Street Names and Address Assignment” Page 1 of 3

ORDINANCE NO. 1864

AN ORDINANCE OF THE CITY OF OAK HARBOR AMENDING OAK HARBOR MUNICIPAL CODE SECTION 11.02.110 TITLED “STREET NAMES AND ADDRESS ASSIGNMENT”

The City Council of the City of Oak Harbor, do ordain as follows:

Section One. Section 11.02.110 of the Oak Harbor Municipal Code, last amended by Section 4 of Ordinance No. 1337 in 2003, is hereby amended to read as follows:

11.02.110 Street names and address assignment. (1) The development services director, or other person appointed by the city administrator,

shall assign or reassign street names and addresses to existing development to comprehensively implement the city’s addressing system.

(2) Addresses for new developments shall be assigned at the time of building permit issuance or prior to plat map recording in accordance with the adopted addressing system and applicable state law (see RCW 58.17.280).

(3) Addresses shall be assigned according to the location of the intersection of the primary access to a building or unit with the named street. Except as provided for in (a) below, Iif a driveway provides the initial access to a building, the address shall be assigned based on the location of the driveway’s intersection on the named street (see diagram 3)1. Addresses for circular streets shall be assigned in a counter-clockwise direction at the rate of 100 numbers per 300 feet of street length with even numbers on the right side.

(3) a. Where a lot or parcel is located at the intersection of two streets with different functional classifications (as designated in the Oak Harbor Transportation Plan) the address may be assigned to the street with the higher functional classification.

(4) Loop roads shall be addressed based on their predominant direction in relation to the addressing grid at the rate of 100 numbers per 300 feet of street length (see diagram 1).

(5) Where one side of a street is in the city and addressed according to the city plan and the other side is in the county, or where small city and county segments alternate back and forth along a section of street, it may be decided that those sections of the street adjacent to the city may be addressed consistent with the county plan to avoid confusion.

(6) Only one address shall be assigned per legal parcel except as specified in subsection (8) of this section.

(7) A single parcel developed with multiple habitable buildings shall conform to the following:

1 Diagrams referred to throughout this section were attached to Ord. 1052 (adopted in 1996) which put the City’s current street naming and numbering system into place.



(a) Mobile home parks, recreational vehicle parks and similar establishments shall designate each unit with a number in the address (i.e., No. 1, Space 1, etc.).

(b) All other types of development sharing a single parcel, such as apartments, duplexes, condominiums, office complexes, schools, hospital campuses and commercial shopping centers, shall designate each building with a letter in the address (i.e., 4002 Main St. Bldg. A, etc.). Building letter designation shall progress from left to right and/or nearest to farthest as the buildings are viewed from the named street or in a counter-clockwise order for loop configurations or as deemed appropriate by the building department.

(8) Multiple addresses shall be assigned to one parcel if separate habitable structures have different primary accesses to a named road. All buildings sharing an access shall have the same address.

(9) Multi-unit buildings shall have a number designation for each unit.

(a) Each building shall be numbered independently.

(b) Numbering for single level buildings shall start with one and proceed to the total number of units in the building. Units above ground in multi-level buildings shall be assigned three-digit numbers (or four in buildings with 10 or more floors) to each unit where the leftmost digit(s) reflects the level of the unit. Basement units in multi-level buildings shall be assigned one- or two-digit numbers.

(c) The unit number shall be appended to the building letter where multiple buildings exist (i.e., 4002 Main St. Apt. A12, 4002 Main St. Suite A12, etc.).

(d) Unit number designation shall progress from left to right as the building is viewed from the front side of the building. “Front side” is defined as the side from which the primary access (front door) to the units are located.

Section Two. Severability. If any section, subsection, paragraph, sentence, clause, or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation.

Section Three. Effective Date. This ordinance shall become effective five (5) days following passage and publication as required by law.



PASSED by the City Council this 15th day of January, 2019.

THE CITY OF OAK HARBOR Veto ( ) Approve ( )

By Robert Severns, Mayor

Dated: Attest:

Carla Brown, City Clerk

Approved as to Form:

Nikki Esparza, City Attorney

Published:


12

Figure 3. Roadway Functional Classifications



Bill No. 7. b.Date: January 15, 2019Subject: Resolution 19-02: Amending the

Master Fee Schedule

FROM: Nikki Esparza, City Attorney


RECOMMENDED ACTIONApprove Resolution No. 19-02 amending the Master Fee Schedule.

BACKGROUND / SUMMARY INFORMATIONSchedule A (Development Services - Land Development & Building) is being amended to account forchanges in the CPIU and to move Special Events fees to Schedule B (Finance) as part of the Title 5restructure.

Schedule B (Finance) is being amended to reflect the changes from the Title 5 restructure and to correctSpecial Trip fees for solid waste roll carts, dumpsters, recycling and yard waste.

Schedule C (OHFD) is being amended to delete the fee to insurance companies for fire investigationreports since that fee is invoiced per Addendum 1 (Public Records Fee Schedule).

Schedule E (OHPD) is being amended to increase the fee for fingerprint cards (Residents/Military), add afee for fingerprint cards (Non-residents), increase the booking fee, and increase impoundment fees andfees relating to registration of a dangerous dog and potentially dangerous dog.

Addendum 1 is being amended to include actual postage costs and current actual cost to the City forCD-R, DVD, DVR and flash drives.

Addendum 2 is being amended to reflect that the passport photo fee includes tax.

LEGAL AUTHORITY

FISCAL IMPACT



ATTACHMENTS1. Resolution No. 19-022. Master Fee Schedule - Legislative Draft3. Master Fee Schedule - Clean copy





Resolution No. 19-02 amending the

Master Fee Schedule

Page 1 of 2

RESOLUTION NO. 19-02

A RESOLUTION OF THE CITY OF OAK HARBOR AMENDING THE

MASTER FEE SCHEDULE

WHEREAS, Schedule A (Development Services – Land Development & Building), last

amended by Resolution No. 18-18 on July 3, 2018, is amended to account for changes in

the CPIU; and

WHEREAS, Special Events Fees currently located in Schedule A are being moved to

Schedule B (Finance) as part of the Title 5 restructure; and

WHEREAS, Schedule B (Finance), last amended by Resolution No. 18-14 on

June 5, 2018, is amended to reflect the changes from the Title 5 restructure and to

correct the Special Trip fees for solid waste roll carts, dumpsters, recycling and

yard waste; and

WHEREAS, Schedule C (OHFD), last amended by Resolution No. 16-04 on

January 19, 2016, is amended to delete the fee to insurance companies for fire

investigation reports since that fee is invoiced per Addendum 1 (Public Records

Fee Schedule); and

WHEREAS, Schedule E (OHPD), last amended by Resolution No. 18-08 on

March 20, 2018, is amended to increase the fee for fingerprint cards

(residents/military) and include a fingerprint card fee for non-residents; increase

the booking fee; and increase impoundment fees and fees relating to registration

of a dangerous dog and potentially dangerous dog; and

WHEREAS, Addendum 1 (Public Records Fee Schedule) is being amended to include

"Actual Postage Costs" and "Current actual cost to the City for CD-R, DVD, DVR and

flash drives"; and

WHEREAS, Addendum 2 (Senior Center) is being amended to reflect that the passport

photo fee includes tax.

NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Oak Harbor

as follows:

1. Adoption of the Oak Harbor Master Fee Schedule. The City hereby adopts by

reference and incorporates herein the attached Master Fee Schedule for Oak

Harbor setting the fees, rates, deposits, and other charges. This Master Fee

Schedule replaces the previous Master Fee Schedule on file with the City Clerk.


Resolution No. 19-02 amending the

Master Fee Schedule

Page 2 of 2

2. Severability. If any provision of this Resolution or its application to any person

or circumstances is held invalid, the remainder of the Resolution or the

application of the provision to other persons or circumstances is not affected.

3. Effective Date. This Resolution shall be in full force and effect immediately.

PASSED by the City Council and approved by its Mayor this ______ day of

________________, 2019.

CITY OF OAK HARBOR

__________________________

Robert Severns, Mayor

Attest:

Carla Brown, City Clerk

Approved as to form:

Nikki Esparza, City Attorney

L:\LGLA\WORK\RES-ORD2019\MFS 1-15-19\MFS Res 19-02.docx


1

Master Fee Schedule

Fee Schedules

Schedule A: Development Services (Land Development & Building)

Schedule B: Finance & Utilities

Schedule C: Fire Department

Schedule D: Marina

Schedule E: Police Department

Schedule F: Public Works

Addendum 1: Public Records

Addendum 2: Senior Services

Resolution No. 15-11: Master Fee Schedule adopted 4/7/15 (every dept)

Resolution No. 15-16: OHPD Fee Schedule adopted 5/19/15

Resolution No. 15-17: Public Works Fee Schedule adopted 6/2/15



Resolution No. 16-04: Development Services, OHFD, Public Works and Finance Fee Schedules adopted 1/19/16

Resolution No. 16-12: Finance & Utilities Fee Schedule adopted 4/5/16

Resolution No. 16-20: Development Services Fee Schedule adopted 8/3/16


Resolution No. 17-02: Development Services and Finance & Utilities Fee Schedules adopted 1/17/17

Resolution No. 17-06: Marina Fee Schedule adopted 3/7/17


Resolution No. 17-14: OHPD & Addendum 1 Fee Schedules adopted 8/2/17

Resolution No. 18-01: Development Services and Public Works Fee Schedules adopted 1/2/18


Resolution No. 18-08: Development Services, OHPD & Senior Services Fee Schedule adopted 3/20/18


Resolution No. 18-14: Development Services, Finance and Public Works adopted 6/5/18

Resolution No. 18-18: Development Services adopted 7/3/18

Resolution No. 19-02: Development Services, Finance, OHFD, OHPD, Public Records and Senior Services adopted 1/15/19


2

SCHEDULE "A"

DEVELOPMENT SERVICES MASTER FEE SCHEDULE

LAND DEVELOPMENT

Chapter 3.63 IMPACT FEES FEE

3.63.020 Payment and amount of park impact fees by

subdivider.

• Park impact fee:

- Single-family residence lot

- Multiple-family, mobile home or modular

home lot as computed in the appendix

$1,673.00

$1,344.00

3.63.030 Payment and amount of park impact fees.





$1,673.00

$1,344.00

3.63.065(3) Payment and amount of transportation impact

fees for development activities.

• Transportation impact fee per peak hour

generated for:

- Nonresidential activities

- Residential unit developed

$589.00

$907.00

3.63.075(1) Deferral of Impact Fees.

• Transportation and park impact fees deferral

application fee

$50.00

3.63.090(3) Appeals.

• Impact fee

$400.00

Chapter 3.64 FEE SCHEDULE FEE

3.64.040(1)(a) SEPA.

• Written confirmation of exemption

$802.00

3.64.040(1)(b)(i) SEPA.

• Base fee for submittal of environmental

checklist

$3239.00

3.64.040(1)(b)(ii) SEPA.

• Fee if DNS issued that requires public notice

$24553.00

3.64.040(1)(c)(i) SEPA.

• Submittal of preliminary draft EIS

$3,387492.00

3.64.040(d) SEPA.

• Detailed environmental study review

$250.00


3

3.64.505

Fees applicable to all land use development

processes.

• Additional notice because of changes or

additions to the project initiated by the

applicant or where improper notice has been

posted by the applicant

• Additional publication required because of

changes or additions initiated by the applicant

• Alternate security approval in lieu of a bond

• Application for annexation

• Appeals of administrative decisions by non-

elected city officials

• Development agreement

• Interpretation of land use code

• Other unspecified development permit fees

under OHMC Titles 2, 8, 11, 12, 13, 14, 16,

17, 18, 19, 20, 21 and 22.

• Joint use agreement for parking

• Penalty permit fee

• Time extensions for land use development

permits under Titles 16, 18, 19, 20, 21 and 22:

- Administrative action

- Site plan approval (not in OHMC)

- Final plat approval

- Other actions requiring council or hearing

examiner approval

$802.00

$802.00

$1638.00

$2,452528.00and

$1638.00 per acre

$33950.00

$41124.00 plus

$802.00 per hour of

staff time over 6 hours

$41124.00 plus

$635.00 per hour

$3232.00

$3232.00

Two times the normal

fee for a permit fee.

$1638.00

$1638.00

$41124.00 plus cost of

publishing notices


publishing notices

3.64.510(1) Streets – Concurrency test fee.

• Application fee for concurrency test or

traffic impact analysis

$3232.00

3.64.510(4) Street vacation.

• Street vacation fee

$696718.00

3.64.515 Street opening permit fees.

• First 100 linear feet

• Each additional foot, over 100 linear feet

• Openings each Curb cut

• Openings each fire hydrant

$802.00

$0.1920/LFT

$412.00

$412.00

3.64.520 Utility code permit development fees.

• LID agreement approval

• Utility reimbursement agreements

$24452.00

$150.00

3.64.525 Water utility connection fees.

• Extend or repair of water line from property

line to building

$802.00 per inspection


4

• Extend or repair of water line from water

main to property line.

•Making a change to an existing line

•Making an opening in a public water main

(tap/connection)


$802.00

$412.00 per opening

3.64.530 Sewer permit fees.

•Extending a side sewer from sewer main to

property line (OHMC 14.03.130).

•Extending a side sewer from the property line

to building (building sewer) (OHMC

14.03.130).

•Inspection fee/Cleaning

•Inspection fee/Cameraing

•Inspection fee/Dumping of sewage

(contaminated waste)

•Storm Controlled Device (not in OHMC)

•Installing a grease trap or interceptor (OHMC

14.03.130)

•Making a change to an existing line (OHMC

14.03.130)

•Making an opening in a public sewer

(OHMC 14.03.130)

•Multiresidential, add for each dwelling unit

over one up to 20 units (OHMC 14.03.130)

$802.00

$802.00

$0.668 per foot

$0.668 per foot

$105.00 per ton

$35.00 per ton

$0.00

$802.00

$802.00

$256.00

3.64.535(3) Building code and miscellaneous development

permit fees.

Grading Permits

50 cubic yds or less

Plan review

Permit fee

51 to 100 cubic yds

Plan review

Permit fee

101 to 1,000 cubic yds

Plan review

Permit fee

First 100 cubic yds

Each additional 100 cubic yds

1,001 to 10,000 cubic yds

Plan review

Permit fee

First 1,000 cubic yds

Each additional 1,000 cubic yds

10,001 to 100,000 cubic yds

Plan review



No fee

$23.50

$23.50

$37.00

$37.00

$37.00

$17.50

$49.25

$194.50

$14.50

$49.25

$24.50


5

Permit fee



100,001 to 200,000 cubic yds

Plan Review



Permit fee (100,001 cubic yds or more)



200,001 cubic yds or more

Plan review



Permit fee (see above)

$325.00

$66.00

$269.75

$13.25

$919.00

$36.50

$402.25

$7.25

3.64.545 Zoning permit fees.

•Accessory dwelling permit

•Comprehensive plan change:

-Pre-Application fee

-Application fee

•Conditional Uses:

(a) Residentially zoned property and

single-family use in other zones

(b) All other zones unless use is single-

family

•Home Occupation review

•Land clearing permit:

- Application

- Land clearing plan time extension

- Permit exemption

- Land clearing permit – Minor

•Landscape alternative compliance

•Landscape plan review

•Planned Business Park (PBP) Approval

-Pre-Application

-Preliminary Approval

•Planned Industrial Park (PIP) Approval

-Pre-Application

-Application fee

•Planned Residential Development (PRD)

Approval

-Pre-Application

-Application Approval

•Pre-Application fee

$3232.00

$41124.00

$1,63788.00

$41124.00

$81742.00

$0.00

$3232.00

$1638.00

$0.00

$0.00

$3232.00

$3232.00

$41124.00

$1,63788.00 +

$802.00/acre

$41124.00

$1,63788.00 +

$802.00/acre

$41124.00

$1,63788.00 +

$802.00/acre

$41124.00


6

•Rezones – Map amendments:

(a) Up to one-half acre in size or to correct

split zoning on individual parcels;

provided, the costs of publication shall

be reimbursed if not used; and further

provided, that the cost of publishing

the rezone ordinance need not be paid

until the council passes the ordinance

(b) Up to 10 acres in size

(c) Over 10 acres in size

•Temporary use permit

•Text amendment to the zoning code

•Variance from zoning code requirements:

(a) Type II process – Residentially zoned

property and single-family use in other

zones

(b) Type III process – All other zones

unless use is single-family

(c) Administrative

•Zoning request for letter regarding zoning

requirements for a particular site

$81843.00

$2,452528.00 plus

$1638.00 per acre

$2,398472.00 plus

$1638.00 per acre

$234.00

$1,63687.00

$41124.00

$81742.00

$11923.00

$289.00

3.64.550

Shoreline master program permit fees.

•Shoreline substantial master program

amendment

•Shoreline substantial development permit,

conditional use or variance:

(a) Administrative review

(b) Project value of up to $100,000 as

determined by the building official

(c) Project value of over $100,000 as


(*See code section for further

explanation.)

(d) Permit revision

(e) Permit exempt review letter

$3,617729.00

$41124.00

$1,63788.00

$1,63788.00 plus

$797822.00 for every

$100,000 over

$100,000 or portion

thereof increased in

value.

$41124.00

$802.00

3.64.555 Site plan fees.

• Review Process 1 preapplication fee

• Review Process 1 application fee (if went

through preapplication process)

• Review Process 1 application fee (if did not

go through preapplication process)

$41124.00

$0.00

$41124.00


7

• Review Process 2 and 4 preapplication fee

(fee subtracted from 1% taken at time of site

plan application)

• Site Plan Application Submittal for Review

Process 2 and

•For increases in valuations greater than

$500,000

$41124.00

1% of the value of

proposed development

increase as determined

by the building

department up to and

including a total

increase valuation of

$500,000

$75.00 per person per

hour in excess of 60

hours along with a

minimum fee of

$5,000

3.64.560(1) Environmental permit fees.

SEPA Project Review.

•Written confirmation of exemption.

•Threshold determination of an environmental

checklist:

• Submittal of environmental checklist

• Public Notice (if DNS)

-(*See code for additional costs.)

•Environmental impact statement:

-Submittal of preliminary draft EIS


•Detailed environmental study review

$802.00

$3239.00

$24553.00

$3,387492.00

$250.00 (in addition to

environmental

checklist fee)


• Wetland Permits.

- Application

- Administrative variance

- Variance requiring a public hearing

- Wetland exemption

$3232.00

$11923.00

$41124.00

No fee

3.64.565 Subdivision code permit fees.

•Binding site plan:


-Variance (admin)

-Boundary line adjustment

(a) Binding site plan application

(b) Final binding site plan

•Short subdivision:


(a) Short subdivision application for

preliminary approval

$41124.00

$11923.00

$41124.00

$2,452528.00 plus

$5860.00 per lot

Included in above fee

$41124.00

$81742.00 plus

$635.00 per lot


8

(b) Final short subdivision approval

(c) Alterations

•Subdivisions:


-Variance (admin)

(a) Subdivision application for


(b) Final subdivision approval

(c) Alteration

•Vacation or amendment of plat

•Variances under any process in this section


$41124.00

$41124.00

$11923.00

$3,2321.00 plus

$5860.00 per lot


$81742.00


publishing

$41124.00

Chapter 11.08 RIGHT-OF-WAY EXCAVATION

PERMITS

FEE

11.08.050 Right-of-Way Permit Fees.

• Right-of-Way Excavation Permit Fee

$802.00

Chapter 11.14 RIGHT-OF-WAY USE FEE

11.14.110 Application Fee.

• Right-of-Way Use Permit Fee

$502.00

Chapter 13.24 SERVICE BEYOND CITY LIMITS FEE

13.24.060 Fire hydrant.

• Connecting a fire hydrant to a city line

outside city limits

$1,500.00

Chapter 13.32 RATES AND CHARGES FEE

13.32.010 Water Service Connection Deposits. (City staff

installed services only) (50% surcharge added

to the deposit for services outside of the City

limits)

¾” Service (subdivisions under development)

¾” Service

1” Service

1 ½” Service

2” Service

Water Meter – Cost of Meter – City Installed

¾” meter (radio read)

1” meter

1 ½” meter

2” meter

$900.00

$1,000.00

$1,200.00

$3,400.00

$3,600.00

$348.10367.78

$465.10428.21

$857.80842.38

$1,118.401,097.54

Chapter 14.20 WEST SIDE OF OAK HARBOR – SEWER

TRUNK LINE CHARGE

FEE

14.20.030(1) Equivalent residential units – Schedule of

fixtures.

• One residential unit/single-family residence

• Multiple-residential units

$425

$425 times number of

residential units


9

• Nonresidential properties, including all

commercial and industrial properties – based

on the number of points for the improvements

on or to be constructed on the property

$30.00 shall be added

for each point in

excess of 20

Chapter 18.20 PERMIT PROCESS FEE

18.20.515(2) Closed record appeal on certain Type I review

processes.

• Fee for appeal

$50.00

Chapter 18.60 UTILITY SYSTEM DEVELOPMENT

CHARGE

FEE

18.60.030(1) Utility system development charges after July

15, 2004.

• Water system development charge

3/4 inch meter

1 inch meter

1-1/2 inch meter

2 inch meter

3 inch meter

4 inch meter

6 inch meter

8 inch meter

• Sewer system development charge

3/4 inch meter

1 inch meter

1-1/2 inch meter

2 inch meter

3 inch meter

4 inch meter

6 inch meter

8 inch meter

$3,081.00

$7,703.00

$15,405.00

$24,648.00

$49,296.00

$77,025.00

$154,050.00

$246,480.00

$1,680.00

$4,200.00

$8,399.00

$13,439.00

$26,879.00

$41,998.00

$76,500.00

$122,400.00

Chapter 19.20 ZONING DISTRICTS FEE

19.20.580(1) Appeals to council.

• Filing fee to appeal decision by the planning

commission on an application of approval of a

preliminary or final master plan

$100.00



commission of an application of approval of a

site plan

$100.00

Chapter 19.52 ADULT ENTERTAINMENT FACILITIES

OVERLAY ZONE

FEE

19.52.060(6) Non-conforming uses.

• Application for extension of time

$715770.00


10

BUILDING DIVISION


3.64.505

Fees applicable to all land use development processes.

• Penalty permit fee. When a permit is applied for after

a temporary or permanent stop work order has been

issued for the project in question or work has

commenced prior to payment of the full permit fees

required.

(Other unspecified development permit fees under

OHMC Title 17)

Two times the normal fee

for a permit fee.

3.64.535(1) Building code and miscellaneous development permit

fees.

•Floodplain development permit

•Variance

$1638.00

$11923.00



$234.00

Chapter 16.60 INSTALLATION CODE FEE

16.60.030 Installation permits.

• Mobile home installation permit

- Single wide

- Double or triple wide

$120.00

$150.00

Chapter 17.05 INTERNATIONAL BUILDING CODE FEE

17.05.030(2) Permit fees.

• Building permit fees

• Other inspections and fees

• Miscellaneous building permit fees

See below – Table 17-1




11

TABLE 17-1 BUILDING PERMIT FEES

Total Valuation Fees

$1.00 to $500.00 $23.50

$501.00 to $2,000 $23.50 for the first $500.00 plus $3.05 for each additional $100.00 or fraction thereof, to and including $2,000

$2,001 to $25,000 $69.25 for the first $2,000 plus $14.00 for each additional $1,000 or fraction thereof, to and including $25,000



$100,001 to $500,000 $993.75 for the first $100,000 plus $5.60 for each additional $1,000 or fraction thereof

$500,001 to $1,000,000 $3,233.75 for the first $500,000 plus $4.75 for each additional $1,000 or fraction thereof, to and including $1,000,000

$1,000,001 and up $5,608.75 for the first $1,000,000 plus $3.65 for each additional $1,000 or fraction thereof

TABLE 17-2 OTHER INSPECTIONS AND FEES

1. Inspections outside of normal business hours (minimum charge – two hours) $60.00 per hour

2. Inspections for which no fee is specifically indicated (minimum charge – one-half hour)

$60.00 per hour

3. Additional plan review required by changes, additions or revisions to approved plans (minimum charge – one-half hour)

$60.00 per hour

4. For use of outside consultants for plan checking and inspections, or both Actual costs

TABLE 17-3 MISCELLANEOUS BUILDING PERMIT FEES

ACTION FEE

Antenna Tower $25.00

Building Code Interpretation $355.00

Change Lot After Plan Review or Issuance of Permit

$100.00

Change Plans During or After Plan Review New Plan Review Fee

Change or Revise Plans After Issuance of Permit

Current Hourly Rate per IBC or New Plan Review Fee

Covered Patio Varies by Valuation

Covered Porch Varies by Valuation

Decks Varies by Valuation

Demolitions Residential: $50.00 Plus $6.50 State Surcharge Commercial: $50.00 plus $25.00 State Surcharge

Espresso Carts (Portable and Stand Alone) $250.00

Factory Built Structures Varies by Valuation


12

Fences Over 6 Feet in Height Current Hourly Rate per IBC for Plan Review Plus $25.00 Permit Fee

Flagpoles $25.00

Fireplaces

Freestanding (Wood/Gas/Pellet/ Propane)

$35.00

Insert (Wood/Gas) $25.00

Fireplace (Masonry) $100.00

Mobile Homes, Single Wide $120.00

Mobile Homes, Double and Triple Wide $150.00

Modular Homes or Buildings $500.00

Modular Offices (Job Shacks) $350.00

Moved Buildings $50.00 Prior to Moving Together with a Building Permit Fee Based on the IBC Valuation for New Building and Cost of Moved Building

Occupancy Permit $278.00

Penalty Permit Fee Double Permit Fee

Re-Roofs – Residential (Permit Required for Overlays of Two Layers or More) $25.00

– Commercial Varies by Valuation

Retaining Walls (Permit Not Required Under Four Feet)

$100.00 or IBC Valuation, Whichever Is Greater

Satellite Dish (48" Diameter or Greater) $25.00

Signs – 25 Sq. Ft. or Less (New Construction) Permit Fee, Plan Review Fee, and $25.00 State Surcharge Plus $25.00

– 26 Sq. Ft. or More (New Construction) Permit Fee, Plan Review Fee, and $25.00 State Surcharge Plus $50.00

– 25 Sq. Ft. or Less (Existing) Permit Fee, and $25.00 State Surcharge Plus $25.00

– 26 Sq. Ft. or More (Existing) Permit Fee, and $25.00 Surcharge Plus $50.00

Solariums Varies by Valuation

Work Commencing Before Issuance of Permit (Whichever Is Greater) Double Permit Fee or $100.00

17.05.035(1) Building permit – Additional charge.

• Additional charge to be added to cost of a

residential building permit

• Additional state surcharge per residential unit on

buildings with more than one unit for purposes of

paying fees required by RCW 19.27.085

Commercial permit – Additional charge.


commercial permit




$6.50 plus

$2.00

$25.00 plus

$2.00


13

Chapter 17.10 INTERNATIONAL MECHANICAL CODE FEE

17.10.070(3) Amendments – Additions.

• Mechanical permit fees


TABLE 17-6 MECHANICAL PERMIT FEES

ACTION FEE

Permit Issuance and Heaters

For the issuance of each mechanical permit $23.50

For issuing each supplemental permit for which the original permit has not expired, been canceled or finaled

$7.25

Unit Fee Schedule (In addition to required permits as listed above.)

Furnaces

For the installation or relocation of each forced air or gravity type furnace or burner, including ducts and vents attached to such appliance, up to and including 100,000 Btu/h (29.3 kW)

$15.00

For the installation or relocation of each forced air or gravity type furnace or burner, including ducts and vents attached to such appliance over 100,000 Btu/h (29.3 kW)

$18.00

For the installation or relocation of each floor furnace, including vent $15.00

For the installation or relocation of each suspended heater, recessed wall heater or floor mounted unit heater

$15.00

Appliance Vents

For the installation, relocation or replacement of each appliance vent installed and not included in an appliance permit

$7.00

Repairs or Additions

For the repair of, alteration of, or addition to each heating appliance, refrigeration unit, cooling unit, absorption unit, or each heating, cooling, absorption or evaporative cooling system, including installation of controls regulated by the Mechanical Code

$14.00

Boilers, Compressors and Absorption Systems

For the installation or relocation of each boiler or compressor to and including 3 horsepower (10.6 kW), or each absorption system to and including 100,000 Btu/h (29.3 kW)

$15.00

For the installation or relocation of each boiler or compressor over 3 horsepower (10.6 kW) to and including 15 horsepower (52.7 kW), or each absorption system over 100,000 Btu/h (29.3 kW) to and including 500,000 Btu/h (146.6 kW)

$27.00

For the installation or relocation of each boiler or compressor over 15 horsepower (52.7 kW) to and including 30 horsepower (105.5 kW), or each absorption system over 500,000 Btu/h (146.6 kW) to and including 1,000,000 Btu/h (293.1 kW)

$37.00

For the installation or relocation of each boiler or compressor over 30 horsepower (105.5 kW) to and including 50 horsepower (176 kW), or each absorption system over 1,000,000 Btu/h (293.1 kW) to and including 1,750,000 Btu/h (512.9 kW)

$55.00

For the installation or relocation of each boiler or compressor over 50 horsepower (176 kW), or each absorption system over 1,750,000 Btu/h (512.9 kW)

$93.00

Air Handling

For each air handling unit to and including 10,000 cubic feet per minute (cfm) (4719 Us), including ducts attached thereto

$11.00


14

Note: This fee does not apply to an air handling unit which is a portion of a factory assembled appliance, cooling unit, evaporative cooler or absorption unit for which a permit is required elsewhere in the Mechanical Code.

For each air handling unit over 10,000 cfm (4719 Us) $18.00

Evaporative Coolers

For each evaporative cooler other than portable type $11.00

Ventilation and Exhaust

For each ventilation fan connected to a single duct $7.00

For each ventilation system which is not a portion of any heating or air conditioning system authorized by a permit

$11.00

For the installation of each hood which is served by mechanical exhaust, including the ducts for such hood

$11.00

Incinerators

For the installation or relocation of each domestic type incinerator $18.00

For the installation or relocation of each commercial or industrial type incinerator $15.00

Gas Piping Systems

For each gas piping system of one to five outlets $5.00

For each additional outlet over five, each $1.00

Miscellaneous

For each appliance or piece of equipment regulated by the Mechanical Code but not classed in other appliance categories, or for which the fee is listed in the table

$11.00

Other inspections and fees, refer to Table 17-2.

Chapter 17.12 UNIFORM PLUMBING CODE FEE


• Plumbing permit fees


TABLE 17-5

PLUMBING PERMIT FEES

ACTION FEE

PERMIT ISSUANCE

For the issuance of each plumbing permit $20.00


$10.00

UNIT FEE SCHEDULE (In addition to required permits as listed above)

For each plumbing fixture on one trap or set of fixtures on one trap (including water, drainage piping and backflow protection thereof)

$7.00

For each building sewer and each trailer park sewer $15.00

Rainwater systems per drain (inside building) $7.00

For each cesspool (where permitted) $7.00

For each private sewage disposal system $40.00

For each water heater including vent $12.00

For each industrial waste pretreatment interceptor, including its trap and vent, excepting kitchen type grease interceptors functioning as fixture traps

$7.00


15

For each installation, alteration, or repair of water piping or water treating equipment, or both, each

$7.00

For repair or alteration of drainage or vent piping, each fixture $7.00

For each lawn sprinkler system on any one meter, including backflow protection devices thereof

$7.00

For atmospheric type vacuum breakers or backflow protection devices not included in lawn sprinkler systems:

1 to 5 devices $45.00

Over 5 devices, each $1.00

For each backflow protection device other than atmospheric type vacuum breakers:

2 inches (50.8 mm) diameter and smaller $7.00

Over 2 inches (50.8 mm) diameter $15.00

For each graywater system $40.00

For initial installation and testing for a reclaimed water system $30.00

For each annual cross-connection testing of a reclaimed water system (excluding initial test) $30.00

For each medical gas piping system serving 1 to 5 inlets or outlets for a specific gas. $50.00

For each additional medical gas inlet or outlet $5.00

Swimming Pools For each swimming pool or spa:

Public pool Varies by Valuation Plus Permit Fee -

Public spa Varies by Valuation Plus Permit Fee -

Private pool Varies by Valuation Plus Permit Fee -

Private spa $30.00

Miscellaneous

For each appliance or piece of equipment regulated by the Plumbing Code but not classed in other appliance categories, or for which no other fee is listed in this code

$7.00

Other inspections and fees, refer to Fee Table 17-2.

Chapter 19.35 TEMPORARY USE PERMITS FEE

19.35.060(2)(b)(xi) Homeless encampment regulations.

• Application filing fee

$234.00

Chapter 19.36 SIGN CODE FEE

19.36.130(7) Permits and fees.

• Sign permit under 25 sq. ft.

• Sign permit 26 sq. ft. and over

$25.00

$50.00

SPECIAL EVENTS Chapter 5.50 PARADES, ATHLETIC EVENTS AND

OTHER SPECIAL EVENTS

FEE

5.50.020(7) Permits required.

• Special event application fee

• Carnivals

$50.00

$50.00 per day

5.50.090(1) Fees for city services.

• Special events fees for services

Actual costs for servicse but can

be waived by the City per

OHMC 5.50.090(3)


16

SCHEDULE "B"

FINANCE/UTILITY DEPARTMENT MASTER FEE SCHEDULE


3.64.525 Water utility fees.

• Account setup fee

• Hydrant use permits:

- Hydrant meter deposit (Special Events exempt)

- Hydrant meter base fee

•Hydrant water consumption

*0 to 300 cubic feet


*700 and above cubic feet

•Hydrant meter rent per day

•Water connection fee

•Hydrant meter permit

$25.00

$1,000.00

$26.25 minimum charge

per month

$2.85 per 100 cubic feet

$4.30 per hundred cubic

feet


feet

$5.00/day

$15.00/month

$10.00/month

Chapter 3.70 BUSINESS AND OCCUPATION LICENSE TAX FEE

3.70.030(3) Occupation license required.

• Annual application fee

$50.00

Chapter 3.95 UTILITY BILLING AND COLLECTION

PROCEDURES

FEE

3.95.040 Application – Account initiation fee.

• Account initiation fee

$25.00

3.95.080 Delinquency.

• Delinquency payment

$15.00

3.95.080(5) Delinquency.

• Charge for cutting off the water and/or meter

removal

$10.00

3.95.100 Water cut-offs – Lien enforcement.

• Turning off water

$10.00

3.95.120

Turning water on – Charges.

•Turning water on for service

•Turning water on for service after 5 p.m. on any work

day or on weekends

$15.00

$75.00

3.95.170 NSF check – Fee for collection.

• Nonsufficient fund check

$40.00 or amount of NSF

check, whichever is less


17

Chapter 5.03 BUSINESS LICENSES FEE

5.03.160 Class 1.

• License fee for taverns, fraternal organizations

serving food or liquor, restaurant businesses serving

liquor, grocery stores/supermarkets containing over

3,000 square feet of sales area and manufacturing and

other businesses employing 50 or more full- and/or

part-time employees.

$100.00

5.03.170 Class 2.

• License fee for financial institutions including savings

and loan businesses, credit unions, and banks; and

professional businesses including law businesses,

accounting businesses, dentists, doctors, optometrists,

veterinarians, engineers, surveyors, architects, real

estate brokers, insurance brokers, building and

landscape designers, chiropractors, automobile

dealerships and auto part dealers.

$50.00

5.03.180 Class 3.

• Annual License fee for businesses located outside the

corporate limits of the city engaged in sales or sales of

services within the corporate limits of the city, or

making retail sales or sales and deliveries within the

corporate limits of the city; contractors and

subcontractors providing building services, or materials

or equipment within the corporate limits of the city; all

other businesses not classified as either Class 1 or

Class 2.

$25.00

Chapter 5.04 POOL AND BILLIARDS FEE

5.04.040 License – Fee.

• Annual license fee

$50.00

Chapter 5.08 CARD TABLES FEE

5.08.020 License fee.

• First table

• Each additional table

$50.00 per year

$5.00 per year

Chapter 5.12 AMUSEMENT DEVICES FEE

5.12.020 License required – Fee – Penalty for violation.

• Annual license fee per device

$25.00

Chapter 5.16 PUBLIC DANCES AND DANCEHALLS FEE

5.16.040 Granting of license - Fee.

• License not to exceed one year in duration

• One day license

$20.00

May be waived

Chapter 5.20 ADULT ENTERTAINMENT FEE

5.20.050 License fees.

• Adult entertainment establishment license

• Adult entertainer's license

• Adult entertainment manager's license

$720.00 per year

$145.00 per year

$145.00 per year


18

Chapter 5.22 NIGHTCLUBS FEE

5.22.050 Annual license fee.

• Annual nightclub license

• Annual WATCH criminal background check

$200.00 plus

$12.00

Chapter 5.24 PAWNBROKERS FEE

5.24.020 License required – Regulations.

• License fee

$30.00 per year

Chapter 5.30 FOR HIRE VEHICLES FEE

5.30.020 License required.

• License fee for the first two taxicabs owned and

operated by any person, firm or corporation.

• For each additional taxicab to the same owner

$50.00 per year

$25.00 per year

5.30.040 Driver’s license required - Parking stall charge.

• Taxi parking charge

$5.00 per month per

parking stall

Chapter 5.31 HORSE DRAWN CARRIAGES, CARTS OR

CONVEYANCES

FEE

5.31.020 License Fee.

•License fee for the first two horse drawn carriages,

carts or conveyances owned and operated by any

person, firm or corporation

•For each additional horse drawn carriage, cart or

conveyance to the same owner

$50.00 per year

$25.00 per year

Chapter 5.32 FIREWORKS SALE FEE

5.32.030(6) Application form and requirements.

• Application fee

$50.00

Chapter 5.44 AMUSEMENT ARCADES FEE

5.44.030 License – Required – Application procedure – Hearing.

• Nonrefundable application fee

$25.00

5.44.050 License – Fee – Issuance conditions – Application

update.

• Annual license fee

$100.00

Chapter 5.52 HAWKERS, PEDDLERS AND SOLICITORS FEE

5.52.050(1) License – Fee.

• Fee for a peddler, canvasser or solicitor license – first

day

• Fee for each additional day

$22.00

$10.00

5.52.050(2) License – Fee.

• Fee for all persons per calendar year

• Use of streets, parks, walks and other public places

for the sale and/or display of wares or goods and may

set dates and hours of operation.

$5.00

May waive fees required

in this section


19

Chapter 5.01 BUSINESS LICENSES, ENDORSEMENTS AND

PERMITS

FEE

5.01.070(2)(a) Applying for a business license – Business license

classes – Fees.

• Class 1. License fee for taverns, fraternal

organizations serving food or liquor, restaurant

businesses serving liquor, grocery stores/supermarkets

containing over 3,000 square feet of sales area and

manufacturing and other businesses employing 50 or

more full- and/or part-time employees.

$100.00

5.01.070(2)(b) Applying for a business license – Business license

classes – Fees.

• Class 2. License fee for financial institutions

including savings and loan businesses, credit unions

and banks; and professional businesses including law

businesses, accounting businesses, dentists, doctors,

optometrists, veterinarians, engineers, surveyors,

architects, real estate brokers, insurance brokers,

building and landscape designers, chiropractors,

automobile dealerships and auto part dealers.

$50.00

5.01.070(2)(c) Applying for a business license – Business license

classes – Fees.

• Class 3. License fee for businesses located outside

the corporate limits of the city engaged in sales or sales

of services within the corporate limits of the city, or





other businesses not classified as either Class 1 or Class

2.

$25.00

5.01.120(4)

Annual renewal of licenses and endorsements –

Penalties for late renewals.

• Delinquency charge for renewal application received

after January 31st.

18% of the annual

business license fee for

each month or part of

month accruing between

the time such license is

procured and the time

when the same should

have been procured

Chapter 5.05 ENTERTAINMENT ESTABLISHMENT

ENDORSEMENTS

FEE

5.05.040 Application fee.

• Type 1 entertainment endorsement non-refundable

application fee


application fee

$25.00

$200.00


20

5.05.040(2) Application fee.

• Type 2 entertainment establishment applicants –

WATCH and local criminal background check.

$22.00

5.05.070 Annual renewals – Fees.

• Entertainment endorsement renewal fee.

$50.00

Chapter 5.10 ADULT ENTERTAINMENT ENDORSEMENT FEE

5.10.050 Application and renewal process – Fees -- Application

Process.

• Non-refundable application fee (includes the cost of

local records and WATCH criminal background

checks)

- Adult entertainment establishment endorsement

- Adult entertainer's endorsement

- Adult entertainment manager's endorsement

$720.00 per year

$145.00 per year

$145.00 per year

5.10.050(2)(b) Application and renewal process – Fees -- Annual

Renewals and Fees.

• Endorsement renewal fee.




$720.00 per year

$145.00 per year

$145.00 per year

Chapter 5.15 PAWNBROKER ENDORSEMENT FEE

5.15.050(1) Application fee and renewals – Application.



checks)

$30.00

5.15.050(2)(b) Application fee and renewals – Annual renewals.

• Pawnbroker endorsement renewal fee.

$30.00

Chapter 5.21 TAXICAB AND FOR HIRE VEHICLE

ENDORSEMENT

FEE

5.21.080(1) Application fees and renewals – Application.



checks)

- For the first two taxicabs/for hire vehicles owned and

operated by any person, firm or corporation

- For each additional taxicab/for hire vehicle to the

same owner

$50.00 per year

$25.00 per year

5.21.080(2) Application fees and renewals – Annual renewals –

Fees.

• Taxicab and For Hire vehicle endorsement renewal

fee

-For the first two taxicabs/for hire vehicles owned and


-For each additional taxicab/for hire vehicle to the same

owner

$50.00 per year

$25.00 per year


21

5.21.110(1)(f) Subsequent taxicab driver application, fees,

investigation and results – Taxicab driver application

and fees.

• Non-refundable application fee to cover the

administrative cost of the WATCH and local

background check

$22.00

Chapter 5.25 TRANSPORTATION NETWORK COMPANY

ENDORSEMENT

FEE

5.25.110(1) Application fees and renewals – Application and first-

year fee.

• Non-refundable application fee.

$600.00

5.25.110(2)(b) Application fees and renewals – Annual Renewal –

Fees.

• TNC endorsement renewal fee

$600.00

Chapter 5.29 MOBILE FOOD VENDOR ENDORSEMENT FEE

5.29.060(1) Application fees and renewals – Application fees.


$300.00

5.29.060(2)(b) Application fees and renewals – Anual renewals and

fees – Fees.

• Mobile food vendor endorsement renewal fee.

$100.00

Chapter 5.35 HORSE DRAWN CARRIAGE, CART OR

CONVEYANCE ENDORSEMENT

FEE

5.35.030(1) Application fee and renewals.

• Non-refundable application fee (includes cost of

WATCH criminal background check)

-For the first two horse drawn carriages, carts or

conveyances owned and operated by any person, firm

or corporation

-For each additional horse drawn carriage, cart or


$50.00 per year

$25.00 per year

5.35.030(2)(b) Application fee and renewals – Annual Renwals –

Fees.

• Horse drawn carriage, cart or conveyance

endorsement renewal

- For the first two horse drawn carriages, carts or


or corporation



$50.00 per year

$25.00 per year

Chapter 5.40 FIREWORKS SALE PERMIT FEE

5.40.040(1) Application and permit fees – Application fee.


$50.00

5.40.040(2) Application and permit fees – Permit fee.

• Permit fee

The application fee shall

serve as the permit fee

upon approval of the

application.


22

Chapter 5.45 PEDDLER, SOLICITOR AND CANVASSER

PERMITS

FEE

5.45.050(2)(a) Investigation and fees – Fees.

• Non-refundable investigation fee.

• Veterans who present a certificate of honorable

discharge to the finance director or his/her designee

shall be exempt from payment of the fee as provided in

RCW 73.04.050 – RCW 73.04.060.

$22.00 first day/$10.00

each additional day

No fee

5.45.050(2)(b) Investigation and fees – Fees.

• Permit fee

$25.00

Chapter 5.51 FILMING PERMIT FEE

5.51.030(6) Application contents and process – Fees.

• Application fee.

• Deposit of the daily permit fee for the estimated time

of filming and the estimated cost of services by City

forces to be paid prior to issuance of the permit.

$100.00

$25.00 per day

Chapter 5.55 SPECIAL EVENTS PERMITS FEE


• Non-refundable application fee and not subject to

waiver

$50.00

5.55.100(1) Fees for City services.

• Special events fee for City services

Varies by event, etc.

5.55.110(1) Fees for City services – Cleanup deposit.

• Cleanup deposit – may be required prior to issuance

of the special event permit.


Chapter 7.12 DOG AND CAT LICENSES FEE

7.12.030(1) Fees - Schedule.

• For each unneutered male dog

• For each unneutered male cat

• For each unspayed female dog

• For each unspayed female cat

• For each neutered male dog

• For each neutered male cat

• For each spayed female dog

• For each spayed female cat

$35.00

$35.00

$35.00

$35.00

$10.00

$10.00

$10.00

$10.00

7.12.035 Fees – Procedure for senior citizens.

For persons who are 65 years of age or over and the

owner of the cat or dog to be licensed.

50% of the fee stated in

OHMC 7.12.030

7.12.040 When purchased – Late fee – Term.

• Late charge fee

$5.00

7.12.080 Duplicate tag – Fee – License not transferable.

• Replacement fee for duplicate license tag

$3.00

Chapter 15.04 SOLID WASTE, RECYCLING AND YARD

WASTE COLLECTION AND DISPOSAL

FEE

15.04.070(2)(b) Temporary Service Suspension.

• Reinstatement fee

$15.00


23

15.04.080(3) Abatement of Public Nuisance.

• Abatement fees

$114.50 per hour

15.04.090(4) Collection Requirements.

• Clean-up fee per 15 minutes

$28.62

15.04.120(3)(a) Special Trips.

• Solid waste roll carts

$27.5025.70

15.04.120(3)(b) Special Trips.

• Dumpsters

$27.5025.70

15.04.120(3)(c) Special Trips.

• Recycling

$27.5025.70

15.04.120(3)(d) Special Trips.

• Yard waste

$27.5025.70

15.04.130(2)(a) Temporary Dumpster Rental Service.

• Non-customer rental deposit

- 1 – 6 yard dumpster


$1,000.00

$2,000.00

15.04.130(2)(b) Temporary Dumpster Rental Service.

• Set-up fee

$28.62

15.04.130(2)(c) Temporary Dumpster Rental Service.

• Service fees

30% of the monthly

charge for similar-sized

containers (once a week

service) plus $25.70 per

pick-up

15.04.130(2)(d) Temporary Dumpster Rental Service.

• Weekly rental fee

$30% of the monthly

charge for such container

service

15.04.140(4)(b)(i) Solid Waste Management.

• Prepaid garbage bag

$4.85

15.04.140(4)(b)(ii) Solid Waste Management.

• Overloaded dumpster fee

$19.19 extra solid waste

estimated in one yard

increments

15.04.140(5)(a) Solid Waste Management.

• Initial container delivery for first solid waste roll cart

No charge


• Change in roll cart size within 30 days of activating

services

No charge


• After 30 days, upsize special trip fee

$25.70

15.04.140(5)(b)(iii) Solid Waste Management.

• Downsize container at any time

No charge


24

15.04.150(1) Solid Waste Collection Rates.

• Monthly commercial and residential roll cart service

-Roll cart size: 20 gallon




$14.53

$19.90

$33.36

$44.37

15.04.170(4)(b) Recycling Program.

• Contaminated recycling fee

$62.32

15.04.170(15)(a) Recycling Program.

• Commercial recycling roll cart – one 65 gallon or 95

gallon

• Additional roll carts – monthly rate

No charge

$8.00 per container


• Residential recycling roll cart – one 65 gallon


No charge

$25.70

15.04.180(9) Voluntary Yard Waste Program.

• Yard waste paper bag fee

$3.50

15.04.180(10)(a) Voluntary Yard Waste Program.

• March through November – weekly

• December through February - monthly

$9.72 per month

$3.25 per month


• Restarting service of the yard waste program

Per OHMC 15.04.120


25

SCHEDULE "C"

FIRE DEPARTMENT MASTER FEE SCHEDULE

Chapter 8.06 FEE SCHEDULE FOR PERMITTING, PLAN

REVIEW AND INSPECTIONS

FEE

8.06.010 Fee schedule. See Below

Permit, Plan Review, and Inspection Fee Schedule

Permits Plan Review Inspection Total

Fire Alarm Systems (new or revised)

Zone Type Systems

A. One to four zones $50.00 $100.00 $100.00 $250.00

B. Each additional zone --- $10.00 $20.00 $30.00/zone

C. Sprinkler supervision only $50.00 $25.00 $100.00 $175.00

Addressable Type Systems

A. One to 25 devices $50.00 $100.00 $100.00 $250.00

B. Each additional 25 devices --- --- $50.00 $50.00/25 devices

Sprinkler Systems (new)

A. Up to and including 99 sprinklers $50.00 $2.00/sprinkler $50.00 $100.00 + $2.00/ sprinkler

B. Each new system having 100 or more sprinklers $50.00 $150.00 $250.00 $450.00

C. Revised systems (Note: Maximum for revised systems is equal to new installation)

$25.00 $2.00/sprinkler $50.00 $75.00 + $2.00/ sprinkler

Standpipe Systems

A. Class I

Manual $50.00 $50.00 $75.00 $175.00

Automatic or semi-automatic $50.00 $100.00 $150.00 $300.00

B. Class II and Class III $50.00 $100.00 $150.00 $300.00

C. Combination sprinkler and standpipe $50.00 $250.00 $250.00 $550.00

Fire Pumps $50.00 $250.00 $250.00 $550.00

Range Hood Fire Suppression Systems

A. Pre-engineered $50.00 $10.00 $50.00 $110.00

B. Custom $50.00 $200.00 $100.00 $350.00

Fixed Pipe Fire Suppression Systems

A. Pre-engineered $50.00 $50.00 $50.00 $150.00

B. Custom $50.00 $200.00 $100.00 $350.00

Fireworks

A. Wholesale or retail use $25.00 no plan review $50.00 $75.00

B. Public display $25.00 no plan review $75.00 $100.00

Liquefied Gas

A. Under 2,000 water gallon

no fee $25.00 $50.00 $75.00

B. 2,000 water gallon or the aggregate capacity of 4,000 water gallon

no fee $50.00 $50.00 $100.00

Compressed Gas

A. Flammable 2,500 cubic feet or more no fee $25.00 $25.00 $50.00

B. Nonflammable 6,000 cubic feet or more

no fee $25.00 $25.00 $50.00


26

Flammable or Combustible Liquids

A. Tank installation (commercial only) $50.00 $100.00 $50.00 $200.00 + $25.00 for each additional tank

B. Underground tank(s) removal and abandonment (commercial)

$25.00 $50.00 $50.00 $125.00 + $25.00 for each additional tank

C. Underground tank(s) removal and abandonment (residential)

$25.00 included in permit

$25.00 $50.00 + $15.00 for each additional tank

All Categories

A. Call-back inspections for more than two site visits when contractor not ready $50.00 each

B. Additional plan review required by changes, additions or revisions to approved plans (minimum one-hour fee)

$60.00/hour

Copies

One – two pages No cost

Three plus pages $0.15 per page

Mailing or shipping Actual costs

Fire Investigation Fee

Fee to insurance companies for fire investigation reports $10.00


27

SCHEDULE "D"

MARINA MASTER FEE SCHEDULE Chapter 6.36 MOORAGE REGULATIONS FEE

6.36.021 Moorage rates.

• Uncovered Monthly

• Uncovered Yearly

• Covered Monthly Rate Schedule

• Covered – Yearly

• Small Boats and Winter Rates

• Covered 2x Rate Schedule June 1st – Sept 1st

• Uncovered 2x Rate Schedule June 1st – Sept

1st

• Miscellaneous Marina Rates

See attached:

Page M-1

Page M-2

Page M-3

Page M-4

Page M-5

Page M-6

Page M-7

Page M-8

6.36.022 Guest moorage rates.

• Year round

$1.00 per foot per

night

6.36.023 Extended guest moorage.

• Stays longer than one week (subject to

availability)

Prorated at the

applicable monthly

rate

6.36.023(1) Extended guest moorage. Stays in excess of

one month will require a written contract,

including deposit.

• Seasonal Rate – Between June 1st and

September 1st of each year

The standard

applicable monthly

rate times a factor of

two



including deposit.

• Winter Moorage – Day following Labor Day

and no later than May 15th of the following

year

Rates are the same as

those given above for

uncovered permanent

moorage and for

electrical service.

6.36.024(1) Special case moorage rates.

Commercial Fishing Vessels. Commercial

fishing vessels which normally depart in the

spring and return in the fall and do not occupy

permanent moorage in the marina may, upon

the customer’s request and the discretion of

the harbormaster, be kept on an open account.

Monthly rate for the

size of the vessel, on a

pro rata basis, only for

the time they actually

occupy moorage plus

electricity charged per

meter, if the slip is

metered, and

otherwise at the

published flat rate.


28


Sailing Race Moorage. Boats which come

from outside moorage to participate in the

regularly scheduled summer sailing races will

be allowed to occupy moorage, as available,

for very limited periods (normally 2-3 days for

each race).

Normal monthly rate,

prorated for the

number of days they

occupied marina

moorage.


Coast Guard and Customs and similar vessel

Not normally charged

moorage fees for visits

of short duration.


Emergency. Vessels which occupy marina

moorage solely because of mechanical failure,

illness, emergency conditions or similar

misfortune which makes it impossible or

dangerous to proceed on to the planned

destination.

Fees may be waived

for short periods of

time.


Race Week.

• For the period beginning the Sunday prior to

the first race day and ending on Saturday

following the final race day, regardless of boat

size.

•Race boats or tenders arriving earlier or

remaining beyond this period.

Flat rate to be

established by the

harbormaster and

marina committee

each year.

Normal guest moorage

rates for those days in

excess.


Spectator Event Rates.

•Marina guests

•Marina tenants

$2.00 per foot per

night with a minimum

charge for 40'.

$1.00 per foot per


charge for 40'.

6.36.025 Liveaboards.

• Fee for living aboard a vessel for periods in

excess of three days in any seven-day period.

This fee is in addition to all other applicable

moorage charges, taxes and electricity

charges.

$61.80 per month

6.36.026(1) Electricity.

• Metered Slips

-Charge per kilowatt (per meter)

-Minimum charge

See Page M-8

$0.119 per kwh

$11.07 per month


29

•Unmetered, non-liveaboard (flat rate)

-Boats to 30 feet

-Boats 31 to 36 feet

-Boats greater than 36 feet

•Unmetered, liveaboard (flat rate)

-Boats to 36 feet


$11.07 per month

$17.03 per month

$24.99 per month

$45.42 per month

$60.18 per month

6.36.027 Storage sheds. Requires a written contract, to

include the prescribed moorage deposit.

• Dry storage sheds – monthly rental

• Temporary storage

$113.00 per month

Prorated at the

monthly rate

6.36.029 Environmental compliance fee. Fee assessed

each month on each account (wet moorage,

dry moorage and storage sheds) to help offset

the costs associated with environmental

compliance.

$7.29 per month

6.36.032 Gate cards.

• Each card

$10.00

6.36.033 Change of moorage.

• Fee to change moorage locations

$0.00

6.36.034 Waiting list deposit.

• Nonrefundable annual fee for reserving and

maintaining a place on the waiting list for

moorage. (Does not apply to storage sheds, dry land

storage or to marina tenants who wish to upgrade to a larger

slip or to otherwise relocate from one slip to another.)

$25.00

6.36.035 Contract deposit.

• Contract deposit fee

• Additional deposit. (To be paid in advance may be required if during the time a vessel is

moored in the marina the account has become delinquent and the

original deposit has been applied to the delinquency or the original deposit for any reason can no longer be used for security.

Equal to on full

month’s moorage

Equal to one month’s

moorage

6.36.036(1)(a) Marina late fees and charges.

• Late charge on all accounts in excess of 30

days delinquent

3% per month

6.36.036(1)(b) Marina late fees and charges.

• Service charge imposed when notice of

delinquency is mailed by certified mail

$45.00

6.36.036(1)(c) Marina late fees and charges.

• Service charge imposed when the vessel is

chained or otherwise secured


hour ($75.00

minimum)

6.36.036(1)(d) Marina late fees and charges.

• Service charge imposed when council action

is required to sell a vessel

$30.00


30

6.36.036(1)(e) Marina late fees and charges.

• Service charge imposed when it is necessary

to inventory a vessel or storage space


hour ($150.00

minimum)

6.36.036(2) Marina late fees and charges.

• Employee's time spent on collection

$75.00 per hour

6.36.037(2) Parking lot storage.

• Monthly rental

See Page M-8

$46.30 per month

6.36.072(1)(a) Fees.

• License fee to be paid prior to the time work

begins on the boat in question.

5% of gross receipt to

be earned by person

conducting the

commercial activity

6.36.072(1)(b) Fees.

• Temporary moorage fee

• Moorage for the whole service dock

$0.50 per day per foot

of the boat

$1,000.00 per month

6.36.072(1)(c) Fees.

• Electrical utility service for boats not on a

regular moorage contract

$11.07 per month

6.36.072(1)(d) Fees.

• Assistance of city staff in moving a boat


hour ($150.00

minimum)

Chapter 6.40 MARINA REGULATIONS Fee

6.40.170(2) Exclusion of persons from the marina or

portions of the marina.

Filing fee for appeal from the decision

$10.00


31

M-1

Uncovered Moorage Monthly Rate Schedule

Effective May 1, 2018

Boat or

Slip

Length

Moorage State Leasehold

Excise Tax

12.84%

Dredge Fee State Leasehold

Excise Tax

12.84%

Environmental

Compliance

Total

24 $127.61 $16.39 $24.72 $3.17 $7.29 $179.18

25 $132.93 $17.07 $25.75 $3.31 $7.29 $186.35

26 $138.24 $17.75 $26.78 $3.44 $7.29 $193.50

27 $155.44 $19.96 $27.81 $3.57 $7.29 $214.70

28 $161.20 $20.70 $28.84 $3.70 $7.29 $221.73

29 $166.96 $21.44 $29.87 $3.84 $7.29 $229.40

30 $172.72 $22.18 $30.90 $3.97 $7.29 $237.06

31 $182.06 $23.38 $31.93 $4.10 $7.29 $248.76

32 $187.94 $24.13 $32.96 $4.23 $7.29 $256.55

33 $193.81 $24.89 $33.99 $4.36 $7.29 $264.34

34 $199.69 $25.64 $35.02 $4.50 $7.29 $272.14

35 $211.24 $27.12 $36.05 $4.63 $7.29 $286.33

36 $217.27 $27.90 $37.08 $4.76 $7.29 $294.30

37 $223.31 $28.67 $38.11 $4.89 $7.29 $302.27

38 $229.34 $29.45 $39.14 $5.03 $7.29 $310.25

39 $240.32 $30.86 $40.17 $5.16 $7.29 $323.80

40 $246.48 $31.65 $41.20 $5.29 $7.29 $331.90

41 $252.65 $32.44 $42.23 $5.42 $7.29 $340.03

42 $258.81 $33.23 $43.26 $5.55 $7.29 $348.14

43 $264.97 $34.02 $44.29 $5.69 $7.29 $356.26

44 $271.09 $34.81 $45.32 $5.82 $7.29 $364.33

45 $277.29 $35.60 $46.35 $5.95 $7.29 $372.48

46 $283.46 $36.40 $47.38 $6.08 $7.29 $380.61

47 $289.62 $37.19 $48.41 $6.22 $7.29 $388.73

48 $295.78 $37.98 $49.44 $6.35 $7.29 $396.84

49 $325.24 $41.76 $50.47 $6.48 $7.29 $431.24

50 $331.88 $42.61 $51.50 $6.61 $7.29 $439.89

51 $338.52 $43.47 $52.53 $6.74 $7.29 $448.55

52 $345.15 $44.32 $53.56 $6.88 $7.29 $457.20

53 $351.79 $45.17 $54.59 $7.01 $7.29 $465.85

54 $358.43 $46.02 $55.62 $7.14 $7.29 $474.50

55 $365.07 $46.87 $56.65 $7.27 $7.29 $483.15

56 $371.70 $47.73 $57.68 $7.41 $7.29 $491.81

57 $378.34 $48.58 $58.71 $7.54 $7.29 $500.46

58 $384.98 $49.43 $59.74 $7.67 $7.29 $509.11

59 $391.61 $50.28 $60.77 $7.80 $7.29 $517.75

60 $398.25 $51.14 $61.80 $7.94 $7.29 $526.42


32

M-2

Uncovered Moorage Yearly Rate Schedule


Boat or

Slip

Length


Tax 12.84%


Tax 12.84%

Environmental

Compliance

Total

28 $147.77 $18.97 $28.84 $3.70 $7.29 $206.57

29 $153.05 $19.65 $29.87 $3.84 $7.29 $213.69

30 $158.32 $20.33 $30.90 $3.97 $7.29 $220.81

31 $166.89 $21.43 $31.93 $4.10 $7.29 $231.64

32 $172.28 $22.12 $32.96 $4.23 $7.29 $238.88

33 $177.66 $22.81 $33.99 $4.36 $7.29 $246.11

34 $183.05 $23.50 $35.02 $4.50 $7.29 $253.36

35 $193.64 $24.86 $36.05 $4.63 $7.29 $266.47

36 $199.17 $25.57 $37.08 $4.76 $7.29 $273.87

37 $204.70 $26.28 $38.11 $4.89 $7.29 $281.27

38 $210.23 $26.99 $39.14 $5.03 $7.29 $288.68

39 $220.29 $28.29 $40.17 $5.16 $7.29 $301.19

40 $225.94 $29.01 $41.20 $5.29 $7.29 $308.73

41 $231.60 $29.74 $42.23 $5.42 $7.29 $316.27

42 $237.24 $30.46 $43.26 $5.55 $7.29 $323.80

43 $242.89 $31.19 $44.29 $5.69 $7.29 $331.34

44 $248.50 $31.91 $45.32 $5.82 $7.29 $338.84

45 $254.19 $32.64 $46.35 $5.95 $7.29 $346.41

46 $259.84 $33.36 $47.38 $6.08 $7.29 $353.96

47 $265.48 $34.09 $48.41 $6.22 $7.29 $361.48

48 $271.13 $34.81 $49.44 $6.35 $7.29 $369.03

49 $298.13 $38.28 $50.47 $6.48 $7.29 $400.65

50 $304.22 $39.06 $51.50 $6.61 $7.29 $408.68

51 $310.31 $39.84 $52.53 $6.74 $7.29 $416.72

52 $316.39 $40.62 $53.56 $6.88 $7.29 $424.74

53 $322.47 $41.41 $54.59 $7.01 $7.29 $432.77

54 $328.56 $42.19 $55.62 $7.14 $7.29 $440.80

55 $334.65 $42.97 $56.65 $7.27 $7.29 $448.83

56 $340.72 $43.75 $57.68 $7.41 $7.29 $456.85

57 $346.81 $44.53 $58.71 $7.54 $7.29 $464.88

58 $352.90 $45.31 $59.74 $7.67 $7.29 $472.91

59 $358.98 $46.09 $60.77 $7.80 $7.29 $480.93

60 $365.06 $46.87 $61.80 $7.94 $7.29 $488.96

61 $371.29 $47.67 $62.83 $8.07 $7.29 $497.15

62 $377.37 $48.45 $63.86 $8.20 $7.29 $505.18


33

M-3

Covered Moorage Monthly Rate Schedule


Boat or

Slip

Length


Tax


Excise Tax

12.84%

Environmental

Compliance

Total

24 $174.58 $22.42 $24.72 $3.17 $7.29 $232.18

25 $181.85 $23.35 $25.75 $3.31 $7.29 $241.55

26 $189.12 $24.28 $26.78 $3.44 $7.29 $250.91

27 $208.61 $26.79 $27.81 $3.57 $7.29 $274.07

28 $216.33 $27.78 $28.84 $3.70 $7.29 $283.95

29 $224.07 $28.77 $29.87 $3.84 $7.29 $293.83

30 $231.79 $29.76 $30.90 $3.97 $7.29 $303.71

31 $253.87 $32.60 $31.93 $4.10 $7.29 $329.79

32 $262.07 $33.65 $32.96 $4.23 $7.29 $340.20

33 $270.26 $34.70 $33.99 $4.36 $7.29 $350.60

34 $278.45 $35.75 $35.02 $4.50 $7.29 $361.01

35 $320.27 $41.12 $36.05 $4.63 $7.29 $409.36

36 $329.42 $42.30 $37.08 $4.76 $7.29 $420.84

37 $338.57 $43.47 $38.11 $4.89 $7.29 $432.34

38 $347.72 $44.65 $39.14 $5.03 $7.29 $443.82

39 $377.65 $48.49 $40.17 $5.16 $7.29 $478.75

40 $387.33 $49.73 $41.20 $5.29 $7.29 $490.84

41 $397.02 $50.98 $42.23 $5.42 $7.29 $502.94

42 $406.70 $52.22 $43.26 $5.55 $7.29 $515.03

43 $416.38 $53.46 $44.29 $5.69 $7.29 $527.11

44 $426.06 $54.71 $45.32 $5.82 $7.29 $539.20

45 $435.75 $55.95 $46.35 $5.95 $7.29 $551.29

46 $445.43 $57.19 $47.38 $6.08 $7.29 $563.38

47 $455.12 $58.44 $48.41 $6.22 $7.29 $575.47

48 $464.79 $59.68 $49.44 $6.35 $7.29 $587.55

49 $474.48 $60.92 $50.47 $6.48 $7.29 $599.64

50 $511.96 $65.74 $51.50 $6.61 $7.29 $643.10

51 $522.20 $67.05 $52.53 $6.74 $7.29 $655.81

52 $532.44 $68.36 $53.56 $6.88 $7.29 $668.53


34

M-4

Covered Moorage Yearly Rate Schedule


Boat or

Slip

Length


Excise Tax

12.84%


Excise Tax

12.84%

Environmental

Compliance

Total

28 $198.31 $25.46 $28.84 $3.70 $7.29 $263.60

29 $205.40 $26.37 $29.87 $3.84 $7.29 $272.76

30 $212.47 $27.28 $30.90 $3.97 $7.29 $281.91

31 $232.72 $29.88 $31.93 $4.10 $7.29 $305.92

32 $240.23 $30.85 $32.96 $4.23 $7.29 $315.56

33 $247.73 $31.81 $33.99 $4.36 $7.29 $325.19

34 $255.25 $32.77 $35.02 $4.50 $7.29 $334.83

35 $293.58 $37.70 $36.05 $4.63 $7.29 $379.25

36 $301.97 $38.77 $37.08 $4.76 $7.29 $389.87

37 $310.36 $39.85 $38.11 $4.89 $7.29 $400.50

38 $318.74 $40.93 $39.14 $5.03 $7.29 $411.12

39 $346.18 $44.45 $40.17 $5.16 $7.29 $443.24

40 $355.05 $45.59 $41.20 $5.29 $7.29 $454.42

41 $363.93 $46.73 $42.23 $5.42 $7.29 $465.60

42 $372.81 $47.87 $43.26 $5.55 $7.29 $476.78

43 $381.68 $49.01 $44.29 $5.69 $7.29 $487.95

44 $390.56 $50.15 $45.32 $5.82 $7.29 $499.13

45 $399.44 $51.29 $46.35 $5.95 $7.29 $510.31

46 $408.31 $52.43 $47.38 $6.08 $7.29 $521.49

47 $417.19 $53.57 $48.41 $6.22 $7.29 $532.68

48 $426.06 $54.71 $49.44 $6.35 $7.29 $543.84

49 $434.94 $55.85 $50.47 $6.48 $7.29 $555.02

50 $469.30 $60.26 $51.50 $6.61 $7.29 $594.96

51 $478.68 $61.46 $52.53 $6.74 $7.29 $606.71

52 $488.07 $62.67 $53.56 $6.88 $7.29 $618.46


35

M-5

Small Boat Winter Moorage Rate Schedule


Small Boat

(Covered & Uncovered – September 1st through May 31st)

Boat or

Slip

Length

Moorage State

Leasehold Tax

12.84%


Tax 12.84%

Environmental

Compliance

Total

24 $17.56 $2.25 $24.72 $3.17 $7.29 $55.00

25 $16.53 $2.12 $25.75 $3.31 $7.29 $55.00

26 $15.50 $1.99 $26.78 $3.44 $7.29 $55.00

Winter Moorage

(October 1st through April 30th)

Boat or

Slip

Length

Moorage State

Leasehold Tax

12.84%


Tax 12.84%

Environmental

Compliance

Total

40 $211.27 $27.13 $26.59 $3.41 $7.29 $270.24

41 $216.56 $27.81 $27.26 $3.50 $7.29 $276.83

42 $221.83 $28.48 $27.93 $3.59 $7.29 $283.40

43 $227.12 $29.16 $28.59 $3.67 $7.29 $289.97

44 $232.37 $29.84 $29.25 $3.76 $7.29 $296.51

45 $237.68 $30.52 $29.92 $3.84 $7.29 $303.12

46 $242.97 $31.20 $30.59 $3.93 $7.29 $309.71

47 $248.25 $31.87 $31.25 $40.1 $7.29 $316.27

48 $253.53 $32.55 $31.92 $4.10 $7.29 $322.85

49 $278.78 $35.79 $35.09 $4.51 $7.29 $354.27

50 $284.46 $36.52 $35.81 $4.60 $7.29 $361.34

51 $290.15 $37.26 $36.53 $4.69 $7.29 $368.43

52 $295.84 $37.99 $37.24 $4.78 $7.29 $375.51

53 $301.53 $38.72 $37.96 $4.87 $7.29 $382.59

54 $307.23 $39.45 $38.67 $4.97 $7.29 $389.68

55 $312.92 $40.18 $39.39 $5.06 $7.29 $396.77

56 $318.60 $40.91 $40.11 $5.15 $7.29 $403.84

57 $324.29 $41.64 $40.82 $5.24 $7.29 $410.92

58 $329.98 $42.37 $41.54 $5.33 $7.29 $418.00

59 $335.67 $43.10 $42.25 $5.43 $7.29 $425.08

60 $341.36 $43.83 $42.97 $5.52 $7.29 $432.18

Storage Unit $113.00 $14.51 $7.29 $134.80


36

M-6

Covered 2x Rate Schedule

7-14 Days, June 1st – Sept 1st


Boat or

Slip

Length


Tax 12.84%

Dredge Fee Dredge Fee

State Lease Tax

Environmental

Compliance

Total

24 $11.64 $1.49 $1.65 $0.21 $0.49 $15.48

25 $12.12 $1.56 $1.72 $0.22 $0.49 $16.11

26 $12.61 $1.62 $1.79 $0.23 $0.49 $16.73

27 $13.91 $1.79 $1.85 $0.24 $0.49 $18.28

28 $14.42 $1.85 $1.92 $0.25 $0.49 $18.93

29 $14.94 $1.92 $1.99 $0.26 $0.49 $19.59

30 $15.45 $1.98 $2.06 $0.26 $0.49 $20.25

31 $16.93 $2.17 $2.13 $0.27 $0.49 $21.99

32 $17.47 $2.24 $2.20 $0.28 $0.49 $22.68

33 $18.02 $2.31 $2.27 $0.29 $0.49 $23.38

34 $18.56 $2.38 $2.33 $0.30 $0.49 $24.07

35 $21.35 $2.74 $2.40 $0.31 $0.49 $27.29

36 $21.96 $2.82 $2.47 $0.32 $0.49 $28.06

37 $22.57 $2.90 $2.54 $0.33 $0.49 $28.83

38 $23.18 $2.98 $2.61 $0.34 $0.49 $29.59

39 $25.18 $3.23 $2.68 $0.34 $0.49 $31.92

40 $25.82 $3.32 $2.75 $0.35 $0.49 $32.73

41 $26.47 $3.40 $2.82 $0.36 $0.49 $33.53

42 $27.11 $3.48 $2.88 $0.37 $0.49 $34.34

43 $27.76 $3.56 $2.95 $0.38 $0.49 $35.14

44 $28.40 $3.65 $3.02 $0.39 $0.49 $35.95

45 $29.05 $3.73 $3.09 $0.40 $0.49 $36.76

46 $29.70 $3.81 $3.16 $0.41 $0.49 $37.56

47 $30.34 $3.90 $3.23 $0.41 $0.49 $38.37

48 $30.99 $3.98 $3.30 $0.42 $0.49 $39.17

49 $31.63 $4.06 $3.36 $0.43 $0.49 $39.98

50 $34.13 $4.38 $3.43 $0.44 $0.49 $42.88

51 $34.81 $4.47 $3.50 $0.45 $0.49 $43.72

52 $35.50 $4.56 $3.57 $0.46 $0.49 $44.57


37

M-7

Uncovered 2x Rate Schedule



Boat or

Slip

Length


Tax 12.84%

Dredge Fee State Lease Tax Environmental

Compliance

Total

24 $8.51 $1.09 $1.65 $0.21 $0.49 $11.95

25 $8.86 $1.14 $1.72 $0.22 $0.49 $12.43

26 $9.22 $1.18 $1.79 $0.23 $0.49 $12.91

27 $10.36 $1.33 $1.85 $0.24 $0.49 $14.28

28 $10.75 $1.38 $1.92 $0.25 $0.49 $14.79

29 $11.13 $1.43 $1.99 $0.26 $0.49 $15.29

30 $11.52 $1.48 $2.06 $0.26 $0.49 $15.81

31 $12.14 $1.56 $2.13 $0.27 $0.49 $16.59

32 $12.53 $1.61 $2.20 $0.28 $0.49 $17.10

33 $12.92 $1.66 $2.27 $0.29 $0.49 $17.63

34 $13.31 $1.71 $2.33 $0.30 $0.49 $18.14

35 $14.09 $1.81 $2.40 $0.31 $0.49 $19.10

36 $14.48 $1.86 $2.47 $0.32 $0.49 $19.62

37 $14.89 $1.91 $2.54 $0.33 $0.49 $20.16

38 $15.29 $1.92 $2.61 $0.34 $0.49 $20.24

39 $15.29 $1.96 $2.68 $0.34 $0.49 $20.76

40 $16.02 $2.06 $2.75 $0.35 $0.49 $21.67

41 $16.42 $2.11 $2.82 $0.36 $0.49 $22.20

42 $16.84 $2.16 $2.88 $0.37 $0.49 $22.75

43 $17.26 $2.22 $2.95 $0.38 $0.49 $23.30

44 $17.67 $2.27 $3.02 $0.39 $0.49 $23.83

45 $18.07 $2.32 $3.09 $0.40 $0.49 $24.37

46 $18.48 $2.37 $3.16 $0.41 $0.49 $24.91

47 $18.90 $2.43 $3.23 $0.41 $0.49 $25.46

48 $19.51 $2.51 $3.30 $0.42 $0.49 $26.23

49 $19.72 $2.53 $3.36 $0.43 $0.49 $26.53

50 $21.69 $2.78 $3.43 $0.44 $0.49 $28.83

51 $22.12 $2.84 $3.50 $0.45 $0.49 $29.41

52 $22.57 $2.90 $3.57 $0.46 $0.49 $29.99

53 $23.45 $3.01 $3.64 $0.47 $0.49 $31.06

54 $23.90 $3.07 $3.71 $0.48 $0.49 $31.64

55 $24.34 $3.12 $3.78 $0.48 $0.49 $32.21

56 $24.78 $3.18 $3.85 $0.49 $0.49 $32.79

57 $25.22 $3.24 $3.91 $0.50 $0.49 $33.37

58 $25.66 $3.30 $3.98 $0.51 $0.49 $33.94

59 $26.11 $3.35 $4.05 $0.52 $0.49 $34.53

60 $26.55 $3.41 $4.12 $0.53 $0.49 $35.10


38

M-8

Miscellaneous Marina Rates

Electricity (OHMC 6.36.026)

Metered Slips

Charge per kilowatt (per meter) $0.119 per kwh

Minimum charge $11.07 per month

Unmetered, non-liveaboard (flat rate)

Boats to 30 feet $11.07 per month

Boats 31 to 36 feet $17.03 per month

Boats greater than 36 feet $24.99 per month

Unmetered, liveaboard (flat rate)



Guests $5.00 per night per outlet

used

Storage Sheds (OHMC 6.36.027)

Monthly Rental $113.00 per month

Parking Storage (OHMC 6.36.037)


Fuel (OHMC – none)

Diesel Invoice cost + $0.50 x

1.087 = retail price

Gasoline Invoice cost + $.50 + .03

(delivery charge) = retail

price

$0.05 per gallon discount for purchases over 100 gallons

$0.20 per gallon discount up to amount of 1st night of guest moorage when guest moorage is purchased.

*Only one discount may be applied.


39

SCHEDULE "E"

OAK HARBOR POLICE DEPARTMENT

MASTER FEE SCHEDULE


3.64.100 Police fee schedule.

• WATCH records check, per name

• Local records check

• Records check with clearance letter for visa,

passport, etc.

• Fingerprint cards (Oak Harbor Resident & Active

Duty Military):

- First card

- Additional cards

• Fingerprint cards (Non-resident):

- First card

- Additional cards

• Traffic accident report, per report:

• Service of arrest warrant

• Reproduction of audio, video or photos to:

- CD

- DVD

- USB drive

•Public Record Charges

$12.00

$10.00

$25.00

$10.0015.00

$3.005.00

$20.00

$5.00

$9.5010.00

$75.00

See Addendum 1

See Addendum 1

See Addendum 1

See Addendum 1

3.64.110 Booking fee.

• Jail booking fee

$40.0050.00

3.64.400 Arrest warrant fee.

• Issuance or ordering or both issuance and ordering

of an arrest warrant by the Oak Harbor municipal

court

$75.00

Chapter 7.20 IMPOUNDMENT FEE

7.20.030 Notification of owner – Redemption fee.

• Owner reclaiming an impounded cat

• Owner reclaiming an impounded dog:

- For the first offense

- For the second offense and subsequent offenses

- For any subsequent offense

• Additional impound fee for dogs after the first 24

hours

• If the impounded animal is unlicensed and its owner

has been a resident for over 60 days, the owner shall

pay a fine

$15.0025.00 plus

$5.0010.00 board

fee for each

calendar day cat

impounded

$15.0025.00

$25.0050.00

$100.00

$5.0010.00 for each

calendar day

$25.00 over and

above the

impoundment fees


40

Chapter 7.32 DANGEROUS DOG AND POTENTIALLY

DANGEROUS DOG

7.32.100 Registration of dangerous and potentially dangerous

dog required.

• Registration of a dangerous dog

• Registration of a potentially dangerous dog

$50.0075.00

$25.0050.00


41

SCHEDULE "F"

PUBLIC WORKS DEPARTMENT MASTER FEE SCHEDULE

Chapter 6.12 PARKS CODE FEE

6.12.095(2) Park facility reservation system.

• Fee for reservation for a single day's use of a facility

$25.00

Chapter 6.13 RECREATIONAL CAMPING IN CITY PARKS FEE

6.13.090(1) Fee for overnight use required.

• For each recreation vehicle parked in the Staysail RV

Park located at Windjammer Park

$25.00 per night


• For use of each overflow campsite, tent campsite or

special event campsite

$15.00 per night

6.13.100(2) Other fees for camping.

• Charge for each use of the trailer dump station at

Staysail RV Park

$5.00

Chapter 6.22 SHOPPING CART REGULATIONS FEE

6.22.060(2)(e) Enforcement.

• Delivery fee

$75.00

6.22.060(2)(f) Enforcement.

• Refusal and fee

$110.00

Chapter 11.06 FRANCHISE FOR USE OF THE RIGHT-OF-

WAY

FEE

11.06.040 Fee Deposit.

• Fee deposit

$5,000.00

Chapter 13.36 FIRE PROTECTION SYSTEMS FEE

13.36.010 Installation permitted – Rate – Billings.

City installed fire protection rate

$12.72 per month plus

$1.79 per inch over 8" in

diameter at the city main


TRUNK LINE CHARGE

FEE

14.20.030(1) Equivalent residential units – Schedule of fixtures.



• Nonresidential properties, including all commercial

and industrial properties – based on the number of

points for the improvements on or to be constructed on

the property

$425


residential units

$30.00 shall be added for

each point in excess of 20


42

ADDENDUM 1

CITY OF OAK HARBOR PUBLIC RECORDS FEE SCHEDULE PAPER COPIES

Copy Size Cost to Public

8.5” x 11” $0.15/copy

11” x 17” $0.15/copy

8.5” x 14” $0.15/copy

SCANNED PAPER COPIES


8.5” x 11” $0.10/page

11” x 17” $0.10/page

8.5” x 14” $0.10/page

ELECTRONIC TRANSMISSION*

Volume Cost to Public

Attachments $0.05/per 4

Gigabyte $0.10/per 1

*If the electronic transfer exceeds the City’s email

network limit (currently 10 MB/email), then the records

may be uploaded to an FTP site, picked up, or mailed

on an electronic device with applicable fees.

MEDIUM AND MAILING CONTAINERS –

Electronic and Paper

Medium/ Container Size Cost to Public

CD-R 700 MB 52x 80 Min $0.63/each

Flash Drive “Clip It” 4GB $9.78/each

CD-R, DVD, DVR, Flash Drive – Current actual

cost to the City

12” x 9” Large Envelope $0.07/each

13.5” x 9.5” Padded Envelope $0.51/each

6” x 9” Medium Envelope $0.06/each

4” x 9.5” Small Envelope $0.05/each

CD Mailing Bubble Envelope $0.60/each

PLOTTER/WIDE FORMAT COPIER – PW

US ANSI Paper Sizes Cost to Public

ANSI C 17” x 22” Bond $4.00/copy

ANSI C 17” x 22” Photo $8.00/copy

ANSI D 22” x 34” Bond $4.00/copy

ANSI D 22” x 34” Photo $10.00/copy

ANSI E 34” x 44” Bond $5.00/copy

ANSI E 34” x 44” Photo $13.00/copy

1 to 600 scale 36” x 42” Bond $5.00/copy

1 to 600 scale 36” x 42” Photo $12.00/copy







PLOTTER – Development Services


22” X 24” Mono or Laser Bond $3.00



WIDE FORMAT COPIER – Dev. Services





Plat Maps, Recorded Maps $3.00

Tax will only be charged on Maps & Plans printed by

Third Party Plotter (WAC 44-14-07001).

FLAT FEE ALTERNATIVE

$2 Flat Fee* - if any combination of the above

fees are equal to or greater than $2.00.

*The “Flat Fee Alternative” may be applied at the City’s

discretion.

CUSTOMIZED SERVICE CHARGE

Email Searches $64.98/hour

(Plus cost of electronic transmission if applicable)

10% DEPOSIT -- The City may require a 10%

advance deposit of the estimated cost of providing

requested records.

ACTUAL COST OF POSTAGE


43

ADDENDUM 2

SENIOR SERVICES MASTER FEE SCHEDULE

Item Fee Note

Membership $40.00 Annual dues

Drop in day fee $3.00 Non-member day use fee

Passport acceptance fee $25.00 Set by Federal Government through

March 31, 2018

Passport acceptance fee $35.00 Set by Federal Government – effective

April 1, 2018

Passport photo $11.00 Tax included

Clogging class $20.00 Per month

Clogging class $7.00 Per class

Enhance fitness $25.00 Per month

Enhance fitness $5.00 Per class

Guitar class $20.00 Set by instructor

Line dancing $5.00 Per month

Pickleball $60.00 Per quarter

Pickleball $25.00 Per month

Pickleball $5.00 Per day

Yoga $25.00 Per month

Yoga $5.00 Per class

Rental fees $40.00 Per hour based on usage and

discretion of the Senior Services

Administrator

L:\LGLA\WORK\RES-ORD2019\MFS 1-15-19\MFS 1-15-19.docx


1

Master Fee Schedule

Fee Schedules

Schedule A: Development Services (Land Development & Building)

Schedule B: Finance & Utilities

Schedule C: Fire Department

Schedule D: Marina

Schedule E: Police Department

Schedule F: Public Works

Addendum 1: Public Records

Addendum 2: Senior Services

Resolution No. 15-11: Master Fee Schedule adopted 4/7/15 (every dept)





Resolution No. 16-04: Development Services, OHFD, Public Works and Finance Fee Schedules adopted 1/19/16




Resolution No. 17-02: Development Services and Finance & Utilities Fee Schedules adopted 1/17/17



Resolution No. 17-14: OHPD & Addendum 1 Fee Schedules adopted 8/2/17

Resolution No. 18-01: Development Services and Public Works Fee Schedules adopted 1/2/18


Resolution No. 18-08: Development Services, OHPD & Senior Services Fee Schedule adopted 3/20/18


Resolution No. 18-14: Development Services, Finance and Public Works adopted 6/5/18

Resolution No. 18-18: Development Services adopted 7/3/18

Resolution No. 19-02: Development Services, Finance, OHFD, OHPD, Public Records and Senior Services adopted 1/15/19


2

SCHEDULE "A"

DEVELOPMENT SERVICES MASTER FEE SCHEDULE

LAND DEVELOPMENT

Chapter 3.63 IMPACT FEES FEE

3.63.020 Payment and amount of park impact fees by

subdivider.





$1,673.00

$1,344.00

3.63.030 Payment and amount of park impact fees.





$1,673.00

$1,344.00

3.63.065(3) Payment and amount of transportation impact

fees for development activities.

• Transportation impact fee per peak hour

generated for:

- Nonresidential activities

- Residential unit developed

$589.00

$907.00

3.63.075(1) Deferral of Impact Fees.

• Transportation and park impact fees deferral

application fee

$50.00

3.63.090(3) Appeals.

• Impact fee

$400.00


3.64.040(1)(a) SEPA.

• Written confirmation of exemption

$82.00

3.64.040(1)(b)(i) SEPA.

• Base fee for submittal of environmental

checklist

$339.00

3.64.040(1)(b)(ii) SEPA.

• Fee if DNS issued that requires public notice

$253.00

3.64.040(1)(c)(i) SEPA.

• Submittal of preliminary draft EIS

$3,492.00

3.64.040(d) SEPA.

• Detailed environmental study review

$250.00


3

3.64.505

Fees applicable to all land use development

processes.

• Additional notice because of changes or

additions to the project initiated by the

applicant or where improper notice has been

posted by the applicant

• Additional publication required because of

changes or additions initiated by the applicant

• Alternate security approval in lieu of a bond

• Application for annexation

• Appeals of administrative decisions by non-

elected city officials

• Development agreement

• Interpretation of land use code

• Other unspecified development permit fees

under OHMC Titles 2, 8, 11, 12, 13, 14, 16,

17, 18, 19, 20, 21 and 22.

• Joint use agreement for parking

• Penalty permit fee

• Time extensions for land use development

permits under Titles 16, 18, 19, 20, 21 and 22:

- Administrative action

- Site plan approval (not in OHMC)

- Final plat approval

- Other actions requiring council or hearing

examiner approval

$82.00

$82.00

$168.00

$2,528.00and $168.00

per acre

$350.00

$424.00 plus $82.00

per hour of staff time

over 6 hours

$424.00 plus $65.00

per hour

$332.00

$332.00

Two times the normal

fee for a permit fee.

$168.00

$168.00


publishing notices


publishing notices

3.64.510(1) Streets – Concurrency test fee.

• Application fee for concurrency test or

traffic impact analysis

$332.00

3.64.510(4) Street vacation.

• Street vacation fee

$718.00

3.64.515 Street opening permit fees.

• First 100 linear feet

• Each additional foot, over 100 linear feet

• Openings each Curb cut

• Openings each fire hydrant

$82.00

$0.20/LFT

$42.00

$42.00

3.64.520 Utility code permit development fees.

• LID agreement approval

• Utility reimbursement agreements

$252.00

$150.00

3.64.525 Water utility connection fees.

• Extend or repair of water line from property

line to building



4

• Extend or repair of water line from water

main to property line.

•Making a change to an existing line

•Making an opening in a public water main

(tap/connection)


$82.00

$42.00 per opening

3.64.530 Sewer permit fees.

•Extending a side sewer from sewer main to

property line (OHMC 14.03.130).

•Extending a side sewer from the property line

to building (building sewer) (OHMC

14.03.130).

•Inspection fee/Cleaning

•Inspection fee/Cameraing

•Inspection fee/Dumping of sewage

(contaminated waste)

•Storm Controlled Device (not in OHMC)

•Installing a grease trap or interceptor (OHMC

14.03.130)

•Making a change to an existing line (OHMC

14.03.130)

•Making an opening in a public sewer

(OHMC 14.03.130)

•Multiresidential, add for each dwelling unit

over one up to 20 units (OHMC 14.03.130)

$82.00

$82.00

$0.68 per foot

$0.68 per foot

$105.00 per ton

$35.00 per ton

$0.00

$82.00

$82.00

$26.00

3.64.535(3) Building code and miscellaneous development

permit fees.

Grading Permits

50 cubic yds or less

Plan review

Permit fee

51 to 100 cubic yds

Plan review

Permit fee

101 to 1,000 cubic yds

Plan review

Permit fee

First 100 cubic yds

Each additional 100 cubic yds

1,001 to 10,000 cubic yds

Plan review

Permit fee



10,001 to 100,000 cubic yds

Plan review



No fee

$23.50

$23.50

$37.00

$37.00

$37.00

$17.50

$49.25

$194.50

$14.50

$49.25

$24.50


5

Permit fee



100,001 to 200,000 cubic yds

Plan Review



Permit fee (100,001 cubic yds or more)



200,001 cubic yds or more

Plan review



Permit fee (see above)

$325.00

$66.00

$269.75

$13.25

$919.00

$36.50

$402.25

$7.25


•Accessory dwelling permit

•Comprehensive plan change:


-Application fee

•Conditional Uses:

(a) Residentially zoned property and

single-family use in other zones

(b) All other zones unless use is single-

family

•Home Occupation review

•Land clearing permit:

- Application

- Land clearing plan time extension

- Permit exemption

- Land clearing permit – Minor

•Landscape alternative compliance

•Landscape plan review

•Planned Business Park (PBP) Approval

-Pre-Application

-Preliminary Approval

•Planned Industrial Park (PIP) Approval

-Pre-Application

-Application fee

•Planned Residential Development (PRD)

Approval

-Pre-Application

-Application Approval

•Pre-Application fee

$332.00

$424.00

$1,688.00

$424.00

$842.00

$0.00

$332.00

$168.00

$0.00

$0.00

$332.00

$332.00

$424.00

$1,688.00 +

$82.00/acre

$424.00

$1,688.00 +

$82.00/acre

$424.00

$1,688.00 +

$82.00/acre

$424.00


6

•Rezones – Map amendments:

(a) Up to one-half acre in size or to correct

split zoning on individual parcels;

provided, the costs of publication shall

be reimbursed if not used; and further

provided, that the cost of publishing

the rezone ordinance need not be paid

until the council passes the ordinance

(b) Up to 10 acres in size

(c) Over 10 acres in size


•Text amendment to the zoning code

•Variance from zoning code requirements:

(a) Type II process – Residentially zoned

property and single-family use in other

zones

(b) Type III process – All other zones

unless use is single-family

(c) Administrative

•Zoning request for letter regarding zoning

requirements for a particular site

$843.00

$2,528.00 plus

$168.00 per acre

$2,472.00 plus

$168.00 per acre

$24.00

$1,687.00

$424.00

$842.00

$123.00

$29.00

3.64.550

Shoreline master program permit fees.

•Shoreline substantial master program

amendment

•Shoreline substantial development permit,

conditional use or variance:

(a) Administrative review

(b) Project value of up to $100,000 as


(c) Project value of over $100,000 as


(*See code section for further

explanation.)

(d) Permit revision

(e) Permit exempt review letter

$3,729.00

$424.00

$1,688.00

$1,688.00 plus

$822.00 for every

$100,000 over

$100,000 or portion

thereof increased in

value.

$424.00

$82.00

3.64.555 Site plan fees.

• Review Process 1 preapplication fee

• Review Process 1 application fee (if went

through preapplication process)

• Review Process 1 application fee (if did not

go through preapplication process)

$424.00

$0.00

$424.00


7

• Review Process 2 and 4 preapplication fee

(fee subtracted from 1% taken at time of site

plan application)

• Site Plan Application Submittal for Review

Process 2 and

•For increases in valuations greater than

$500,000

$424.00

1% of the value of

proposed development

increase as determined

by the building

department up to and

including a total

increase valuation of

$500,000


hour in excess of 60

hours along with a

minimum fee of

$5,000


SEPA Project Review.

•Written confirmation of exemption.

•Threshold determination of an environmental

checklist:

• Submittal of environmental checklist

• Public Notice (if DNS)


•Environmental impact statement:

-Submittal of preliminary draft EIS


•Detailed environmental study review

$82.00

$339.00

$253.00

$3,492.00

$250.00 (in addition to

environmental

checklist fee)


• Wetland Permits.

- Application

- Administrative variance

- Variance requiring a public hearing

- Wetland exemption

$332.00

$123.00

$424.00

No fee

3.64.565 Subdivision code permit fees.

•Binding site plan:


-Variance (admin)

-Boundary line adjustment

(a) Binding site plan application

(b) Final binding site plan

•Short subdivision:


(a) Short subdivision application for


$424.00

$123.00

$424.00

$2,528.00 plus $60.00

per lot


$424.00

$842.00 plus $65.00

per lot


8

(b) Final short subdivision approval

(c) Alterations

•Subdivisions:


-Variance (admin)

(a) Subdivision application for


(b) Final subdivision approval

(c) Alteration

•Vacation or amendment of plat

•Variances under any process in this section


$424.00

$424.00

$123.00

$3,321.00 plus $60.00

per lot


$842.00


publishing

$424.00

Chapter 11.08 RIGHT-OF-WAY EXCAVATION

PERMITS

FEE

11.08.050 Right-of-Way Permit Fees.

• Right-of-Way Excavation Permit Fee

$82.00

Chapter 11.14 RIGHT-OF-WAY USE FEE

11.14.110 Application Fee.

• Right-of-Way Use Permit Fee

$52.00

Chapter 13.24 SERVICE BEYOND CITY LIMITS FEE

13.24.060 Fire hydrant.

• Connecting a fire hydrant to a city line

outside city limits

$1,500.00

Chapter 13.32 RATES AND CHARGES FEE

13.32.010 Water Service Connection Deposits. (City staff

installed services only) (50% surcharge added

to the deposit for services outside of the City

limits)

¾” Service (subdivisions under development)

¾” Service

1” Service

1 ½” Service

2” Service

Water Meter – Cost of Meter – City Installed

¾” meter (radio read)

1” meter

1 ½” meter

2” meter

$900.00

$1,000.00

$1,200.00

$3,400.00

$3,600.00

$367.78

$428.21

$842.38

$1,097.54


TRUNK LINE CHARGE

FEE

14.20.030(1) Equivalent residential units – Schedule of

fixtures.



$425


residential units


9

• Nonresidential properties, including all

commercial and industrial properties – based

on the number of points for the improvements

on or to be constructed on the property

$30.00 shall be added

for each point in

excess of 20

Chapter 18.20 PERMIT PROCESS FEE

18.20.515(2) Closed record appeal on certain Type I review

processes.

• Fee for appeal

$50.00

Chapter 18.60 UTILITY SYSTEM DEVELOPMENT

CHARGE

FEE

18.60.030(1) Utility system development charges after July

15, 2004.

• Water system development charge

3/4 inch meter

1 inch meter

1-1/2 inch meter

2 inch meter

3 inch meter

4 inch meter

6 inch meter

8 inch meter

• Sewer system development charge

3/4 inch meter

1 inch meter

1-1/2 inch meter

2 inch meter

3 inch meter

4 inch meter

6 inch meter

8 inch meter

$3,081.00

$7,703.00

$15,405.00

$24,648.00

$49,296.00

$77,025.00

$154,050.00

$246,480.00

$1,680.00

$4,200.00

$8,399.00

$13,439.00

$26,879.00

$41,998.00

$76,500.00

$122,400.00

Chapter 19.20 ZONING DISTRICTS FEE



commission on an application of approval of a

preliminary or final master plan

$100.00



commission of an application of approval of a

site plan

$100.00

Chapter 19.52 ADULT ENTERTAINMENT FACILITIES

OVERLAY ZONE

FEE

19.52.060(6) Non-conforming uses.

• Application for extension of time

$770.00


10

BUILDING DIVISION


3.64.505

Fees applicable to all land use development processes.

• Penalty permit fee. When a permit is applied for after

a temporary or permanent stop work order has been

issued for the project in question or work has

commenced prior to payment of the full permit fees

required.

(Other unspecified development permit fees under

OHMC Title 17)

Two times the normal fee

for a permit fee.

3.64.535(1) Building code and miscellaneous development permit

fees.

•Floodplain development permit

•Variance

$168.00

$123.00



$24.00

Chapter 16.60 INSTALLATION CODE FEE

16.60.030 Installation permits.

• Mobile home installation permit

- Single wide

- Double or triple wide

$120.00

$150.00

Chapter 17.05 INTERNATIONAL BUILDING CODE FEE

17.05.030(2) Permit fees.

• Building permit fees

• Other inspections and fees

• Miscellaneous building permit fees





11

TABLE 17-1 BUILDING PERMIT FEES

Total Valuation Fees

$1.00 to $500.00 $23.50

$501.00 to $2,000 $23.50 for the first $500.00 plus $3.05 for each additional $100.00 or fraction thereof, to and including $2,000




$100,001 to $500,000 $993.75 for the first $100,000 plus $5.60 for each additional $1,000 or fraction thereof

$500,001 to $1,000,000 $3,233.75 for the first $500,000 plus $4.75 for each additional $1,000 or fraction thereof, to and including $1,000,000

$1,000,001 and up $5,608.75 for the first $1,000,000 plus $3.65 for each additional $1,000 or fraction thereof

TABLE 17-2 OTHER INSPECTIONS AND FEES

1. Inspections outside of normal business hours (minimum charge – two hours) $60.00 per hour

2. Inspections for which no fee is specifically indicated (minimum charge – one-half hour)

$60.00 per hour

3. Additional plan review required by changes, additions or revisions to approved plans (minimum charge – one-half hour)

$60.00 per hour

4. For use of outside consultants for plan checking and inspections, or both Actual costs

TABLE 17-3 MISCELLANEOUS BUILDING PERMIT FEES

ACTION FEE

Antenna Tower $25.00

Building Code Interpretation $355.00

Change Lot After Plan Review or Issuance of Permit

$100.00

Change Plans During or After Plan Review New Plan Review Fee

Change or Revise Plans After Issuance of Permit

Current Hourly Rate per IBC or New Plan Review Fee

Covered Patio Varies by Valuation

Covered Porch Varies by Valuation

Decks Varies by Valuation

Demolitions Residential: $50.00 Plus $6.50 State Surcharge Commercial: $50.00 plus $25.00 State Surcharge

Espresso Carts (Portable and Stand Alone) $250.00

Factory Built Structures Varies by Valuation


12

Fences Over 6 Feet in Height Current Hourly Rate per IBC for Plan Review Plus $25.00 Permit Fee

Flagpoles $25.00

Fireplaces

Freestanding (Wood/Gas/Pellet/ Propane)

$35.00

Insert (Wood/Gas) $25.00

Fireplace (Masonry) $100.00

Mobile Homes, Single Wide $120.00

Mobile Homes, Double and Triple Wide $150.00

Modular Homes or Buildings $500.00

Modular Offices (Job Shacks) $350.00

Moved Buildings $50.00 Prior to Moving Together with a Building Permit Fee Based on the IBC Valuation for New Building and Cost of Moved Building

Occupancy Permit $28.00

Penalty Permit Fee Double Permit Fee

Re-Roofs – Residential (Permit Required for Overlays of Two Layers or More) $25.00

– Commercial Varies by Valuation

Retaining Walls (Permit Not Required Under Four Feet)

$100.00 or IBC Valuation, Whichever Is Greater

Satellite Dish (48" Diameter or Greater) $25.00

Signs – 25 Sq. Ft. or Less (New Construction) Permit Fee, Plan Review Fee, and $25.00 State Surcharge Plus $25.00

– 26 Sq. Ft. or More (New Construction) Permit Fee, Plan Review Fee, and $25.00 State Surcharge Plus $50.00

– 25 Sq. Ft. or Less (Existing) Permit Fee, and $25.00 State Surcharge Plus $25.00

– 26 Sq. Ft. or More (Existing) Permit Fee, and $25.00 Surcharge Plus $50.00

Solariums Varies by Valuation

Work Commencing Before Issuance of Permit (Whichever Is Greater) Double Permit Fee or $100.00

17.05.035(1) Building permit – Additional charge.


residential building permit




Commercial permit – Additional charge.


commercial permit




$6.50 plus

$2.00

$25.00 plus

$2.00


13

Chapter 17.10 INTERNATIONAL MECHANICAL CODE FEE


• Mechanical permit fees


TABLE 17-6 MECHANICAL PERMIT FEES

ACTION FEE

Permit Issuance and Heaters

For the issuance of each mechanical permit $23.50


$7.25

Unit Fee Schedule (In addition to required permits as listed above.)

Furnaces

For the installation or relocation of each forced air or gravity type furnace or burner, including ducts and vents attached to such appliance, up to and including 100,000 Btu/h (29.3 kW)

$15.00

For the installation or relocation of each forced air or gravity type furnace or burner, including ducts and vents attached to such appliance over 100,000 Btu/h (29.3 kW)

$18.00

For the installation or relocation of each floor furnace, including vent $15.00

For the installation or relocation of each suspended heater, recessed wall heater or floor mounted unit heater

$15.00

Appliance Vents

For the installation, relocation or replacement of each appliance vent installed and not included in an appliance permit

$7.00

Repairs or Additions

For the repair of, alteration of, or addition to each heating appliance, refrigeration unit, cooling unit, absorption unit, or each heating, cooling, absorption or evaporative cooling system, including installation of controls regulated by the Mechanical Code

$14.00

Boilers, Compressors and Absorption Systems

For the installation or relocation of each boiler or compressor to and including 3 horsepower (10.6 kW), or each absorption system to and including 100,000 Btu/h (29.3 kW)

$15.00

For the installation or relocation of each boiler or compressor over 3 horsepower (10.6 kW) to and including 15 horsepower (52.7 kW), or each absorption system over 100,000 Btu/h (29.3 kW) to and including 500,000 Btu/h (146.6 kW)

$27.00

For the installation or relocation of each boiler or compressor over 15 horsepower (52.7 kW) to and including 30 horsepower (105.5 kW), or each absorption system over 500,000 Btu/h (146.6 kW) to and including 1,000,000 Btu/h (293.1 kW)

$37.00

For the installation or relocation of each boiler or compressor over 30 horsepower (105.5 kW) to and including 50 horsepower (176 kW), or each absorption system over 1,000,000 Btu/h (293.1 kW) to and including 1,750,000 Btu/h (512.9 kW)

$55.00

For the installation or relocation of each boiler or compressor over 50 horsepower (176 kW), or each absorption system over 1,750,000 Btu/h (512.9 kW)

$93.00

Air Handling

For each air handling unit to and including 10,000 cubic feet per minute (cfm) (4719 Us), including ducts attached thereto

$11.00


14

Note: This fee does not apply to an air handling unit which is a portion of a factory assembled appliance, cooling unit, evaporative cooler or absorption unit for which a permit is required elsewhere in the Mechanical Code.

For each air handling unit over 10,000 cfm (4719 Us) $18.00

Evaporative Coolers

For each evaporative cooler other than portable type $11.00

Ventilation and Exhaust

For each ventilation fan connected to a single duct $7.00

For each ventilation system which is not a portion of any heating or air conditioning system authorized by a permit

$11.00

For the installation of each hood which is served by mechanical exhaust, including the ducts for such hood

$11.00

Incinerators

For the installation or relocation of each domestic type incinerator $18.00

For the installation or relocation of each commercial or industrial type incinerator $15.00

Gas Piping Systems

For each gas piping system of one to five outlets $5.00

For each additional outlet over five, each $1.00

Miscellaneous

For each appliance or piece of equipment regulated by the Mechanical Code but not classed in other appliance categories, or for which the fee is listed in the table

$11.00

Other inspections and fees, refer to Table 17-2.

Chapter 17.12 UNIFORM PLUMBING CODE FEE


• Plumbing permit fees


TABLE 17-5

PLUMBING PERMIT FEES

ACTION FEE

PERMIT ISSUANCE

For the issuance of each plumbing permit $20.00


$10.00

UNIT FEE SCHEDULE (In addition to required permits as listed above)

For each plumbing fixture on one trap or set of fixtures on one trap (including water, drainage piping and backflow protection thereof)

$7.00

For each building sewer and each trailer park sewer $15.00

Rainwater systems per drain (inside building) $7.00

For each cesspool (where permitted) $7.00

For each private sewage disposal system $40.00

For each water heater including vent $12.00

For each industrial waste pretreatment interceptor, including its trap and vent, excepting kitchen type grease interceptors functioning as fixture traps

$7.00


15

For each installation, alteration, or repair of water piping or water treating equipment, or both, each

$7.00

For repair or alteration of drainage or vent piping, each fixture $7.00

For each lawn sprinkler system on any one meter, including backflow protection devices thereof

$7.00

For atmospheric type vacuum breakers or backflow protection devices not included in lawn sprinkler systems:

1 to 5 devices $45.00

Over 5 devices, each $1.00

For each backflow protection device other than atmospheric type vacuum breakers:

2 inches (50.8 mm) diameter and smaller $7.00

Over 2 inches (50.8 mm) diameter $15.00

For each graywater system $40.00

For initial installation and testing for a reclaimed water system $30.00

For each annual cross-connection testing of a reclaimed water system (excluding initial test) $30.00

For each medical gas piping system serving 1 to 5 inlets or outlets for a specific gas. $50.00

For each additional medical gas inlet or outlet $5.00

Swimming Pools For each swimming pool or spa:

Public pool Varies by Valuation Plus Permit Fee -

Public spa Varies by Valuation Plus Permit Fee -

Private pool Varies by Valuation Plus Permit Fee -

Private spa $30.00

Miscellaneous

For each appliance or piece of equipment regulated by the Plumbing Code but not classed in other appliance categories, or for which no other fee is listed in this code

$7.00

Other inspections and fees, refer to Fee Table 17-2.

Chapter 19.35 TEMPORARY USE PERMITS FEE

19.35.060(2)(b)(xi) Homeless encampment regulations.

• Application filing fee

$24.00

Chapter 19.36 SIGN CODE FEE

19.36.130(7) Permits and fees.

• Sign permit under 25 sq. ft.

• Sign permit 26 sq. ft. and over

$25.00

$50.00


16

SCHEDULE "B"

FINANCE/UTILITY DEPARTMENT MASTER FEE SCHEDULE


3.64.525 Water utility fees.

• Account setup fee

• Hydrant use permits:

- Hydrant meter deposit (Special Events exempt)

- Hydrant meter base fee

•Hydrant water consumption



*700 and above cubic feet

•Hydrant meter rent per day

•Water connection fee

•Hydrant meter permit

$25.00

$1,000.00

$26.25 minimum charge

per month

$2.85 per 100 cubic feet


feet


feet

$5.00/day

$15.00/month

$10.00/month

Chapter 3.70 BUSINESS AND OCCUPATION LICENSE TAX FEE

3.70.030(3) Occupation license required.

• Annual application fee

$50.00

Chapter 3.95 UTILITY BILLING AND COLLECTION

PROCEDURES

FEE

3.95.040 Application – Account initiation fee.

• Account initiation fee

$25.00

3.95.080 Delinquency.

• Delinquency payment

$15.00

3.95.080(5) Delinquency.

• Charge for cutting off the water and/or meter

removal

$10.00

3.95.100 Water cut-offs – Lien enforcement.

• Turning off water

$10.00

3.95.120

Turning water on – Charges.

•Turning water on for service

•Turning water on for service after 5 p.m. on any work

day or on weekends

$15.00

$75.00

3.95.170 NSF check – Fee for collection.

• Nonsufficient fund check

$40.00 or amount of NSF

check, whichever is less


17

Chapter 5.01 BUSINESS LICENSES, ENDORSEMENTS AND

PERMITS

FEE

5.01.070(2)(a) Applying for a business license – Business license

classes – Fees.

• Class 1. License fee for taverns, fraternal

organizations serving food or liquor, restaurant

businesses serving liquor, grocery stores/supermarkets

containing over 3,000 square feet of sales area and

manufacturing and other businesses employing 50 or

more full- and/or part-time employees.

$100.00

5.01.070(2)(b) Applying for a business license – Business license

classes – Fees.

• Class 2. License fee for financial institutions

including savings and loan businesses, credit unions

and banks; and professional businesses including law

businesses, accounting businesses, dentists, doctors,

optometrists, veterinarians, engineers, surveyors,

architects, real estate brokers, insurance brokers,

building and landscape designers, chiropractors,

automobile dealerships and auto part dealers.

$50.00

5.01.070(2)(c) Applying for a business license – Business license

classes – Fees.

• Class 3. License fee for businesses located outside

the corporate limits of the city engaged in sales or sales

of services within the corporate limits of the city, or





other businesses not classified as either Class 1 or Class

2.

$25.00

5.01.120(4)

Annual renewal of licenses and endorsements –

Penalties for late renewals.

• Delinquency charge for renewal application received

after January 31st.

18% of the annual

business license fee for

each month or part of

month accruing between

the time such license is

procured and the time

when the same should

have been procured

Chapter 5.05 ENTERTAINMENT ESTABLISHMENT

ENDORSEMENTS

FEE

5.05.040 Application fee.


application fee


application fee

$25.00

$200.00


18

5.05.040(2) Application fee.

• Type 2 entertainment establishment applicants –

WATCH and local criminal background check.

$22.00

5.05.070 Annual renewals – Fees.

• Entertainment endorsement renewal fee.

$50.00

Chapter 5.10 ADULT ENTERTAINMENT ENDORSEMENT FEE

5.10.050 Application and renewal process – Fees -- Application

Process.



checks)




$720.00 per year

$145.00 per year

$145.00 per year

5.10.050(2)(b) Application and renewal process – Fees -- Annual

Renewals and Fees.

• Endorsement renewal fee.




$720.00 per year

$145.00 per year

$145.00 per year

Chapter 5.15 PAWNBROKER ENDORSEMENT FEE

5.15.050(1) Application fee and renewals – Application.



checks)

$30.00

5.15.050(2)(b) Application fee and renewals – Annual renewals.

• Pawnbroker endorsement renewal fee.

$30.00

Chapter 5.21 TAXICAB AND FOR HIRE VEHICLE

ENDORSEMENT

FEE

5.21.080(1) Application fees and renewals – Application.



checks)

- For the first two taxicabs/for hire vehicles owned and


- For each additional taxicab/for hire vehicle to the

same owner

$50.00 per year

$25.00 per year

5.21.080(2) Application fees and renewals – Annual renewals –

Fees.

• Taxicab and For Hire vehicle endorsement renewal

fee

-For the first two taxicabs/for hire vehicles owned and


-For each additional taxicab/for hire vehicle to the same

owner

$50.00 per year

$25.00 per year


19

5.21.110(1)(f) Subsequent taxicab driver application, fees,

investigation and results – Taxicab driver application

and fees.

• Non-refundable application fee to cover the

administrative cost of the WATCH and local

background check

$22.00

Chapter 5.25 TRANSPORTATION NETWORK COMPANY

ENDORSEMENT

FEE

5.25.110(1) Application fees and renewals – Application and first-

year fee.


$600.00

5.25.110(2)(b) Application fees and renewals – Annual Renewal –

Fees.

• TNC endorsement renewal fee

$600.00

Chapter 5.29 MOBILE FOOD VENDOR ENDORSEMENT FEE

5.29.060(1) Application fees and renewals – Application fees.


$300.00

5.29.060(2)(b) Application fees and renewals – Anual renewals and

fees – Fees.

• Mobile food vendor endorsement renewal fee.

$100.00

Chapter 5.35 HORSE DRAWN CARRIAGE, CART OR

CONVEYANCE ENDORSEMENT

FEE

5.35.030(1) Application fee and renewals.

• Non-refundable application fee (includes cost of

WATCH criminal background check)

-For the first two horse drawn carriages, carts or


or corporation



$50.00 per year

$25.00 per year

5.35.030(2)(b) Application fee and renewals – Annual Renwals –

Fees.

• Horse drawn carriage, cart or conveyance

endorsement renewal

- For the first two horse drawn carriages, carts or


or corporation



$50.00 per year

$25.00 per year

Chapter 5.40 FIREWORKS SALE PERMIT FEE

5.40.040(1) Application and permit fees – Application fee.


$50.00

5.40.040(2) Application and permit fees – Permit fee.

• Permit fee

The application fee shall

serve as the permit fee

upon approval of the

application.


20

Chapter 5.45 PEDDLER, SOLICITOR AND CANVASSER

PERMITS

FEE

5.45.050(2)(a) Investigation and fees – Fees.

• Non-refundable investigation fee.

• Veterans who present a certificate of honorable

discharge to the finance director or his/her designee

shall be exempt from payment of the fee as provided in

RCW 73.04.050 – RCW 73.04.060.

$22.00 first day/$10.00

each additional day

No fee

5.45.050(2)(b) Investigation and fees – Fees.

• Permit fee

$25.00

Chapter 5.51 FILMING PERMIT FEE

5.51.030(6) Application contents and process – Fees.

• Application fee.

• Deposit of the daily permit fee for the estimated time

of filming and the estimated cost of services by City

forces to be paid prior to issuance of the permit.

$100.00

$25.00 per day

Chapter 5.55 SPECIAL EVENTS PERMITS FEE


• Non-refundable application fee and not subject to

waiver

$50.00

5.55.100(1) Fees for City services.

• Special events fee for City services


5.55.110(1) Fees for City services – Cleanup deposit.

• Cleanup deposit – may be required prior to issuance

of the special event permit.


Chapter 7.12 DOG AND CAT LICENSES FEE

7.12.030(1) Fees - Schedule.

• For each unneutered male dog

• For each unneutered male cat

• For each unspayed female dog

• For each unspayed female cat

• For each neutered male dog

• For each neutered male cat

• For each spayed female dog

• For each spayed female cat

$35.00

$35.00

$35.00

$35.00

$10.00

$10.00

$10.00

$10.00

7.12.035 Fees – Procedure for senior citizens.

For persons who are 65 years of age or over and the

owner of the cat or dog to be licensed.

50% of the fee stated in

OHMC 7.12.030

7.12.040 When purchased – Late fee – Term.

• Late charge fee

$5.00

7.12.080 Duplicate tag – Fee – License not transferable.

• Replacement fee for duplicate license tag

$3.00

Chapter 15.04 SOLID WASTE, RECYCLING AND YARD

WASTE COLLECTION AND DISPOSAL

FEE

15.04.070(2)(b) Temporary Service Suspension.

• Reinstatement fee

$15.00


21

15.04.080(3) Abatement of Public Nuisance.

• Abatement fees

$114.50 per hour

15.04.090(4) Collection Requirements.

• Clean-up fee per 15 minutes

$28.62

15.04.120(3)(a) Special Trips.

• Solid waste roll carts

$25.70

15.04.120(3)(b) Special Trips.

• Dumpsters

$25.70

15.04.120(3)(c) Special Trips.

• Recycling

$25.70

15.04.120(3)(d) Special Trips.

• Yard waste

$25.70

15.04.130(2)(a) Temporary Dumpster Rental Service.

• Non-customer rental deposit



$1,000.00

$2,000.00

15.04.130(2)(b) Temporary Dumpster Rental Service.

• Set-up fee

$28.62

15.04.130(2)(c) Temporary Dumpster Rental Service.

• Service fees

30% of the monthly

charge for similar-sized

containers (once a week

service) plus $25.70 per

pick-up

15.04.130(2)(d) Temporary Dumpster Rental Service.

• Weekly rental fee

$30% of the monthly

charge for such container

service


• Prepaid garbage bag

$4.85


• Overloaded dumpster fee

$19.19 extra solid waste

estimated in one yard

increments

15.04.140(5)(a) Solid Waste Management.

• Initial container delivery for first solid waste roll cart

No charge


• Change in roll cart size within 30 days of activating

services

No charge


• After 30 days, upsize special trip fee

$25.70

15.04.140(5)(b)(iii) Solid Waste Management.

• Downsize container at any time

No charge


22

15.04.150(1) Solid Waste Collection Rates.

• Monthly commercial and residential roll cart service





$14.53

$19.90

$33.36

$44.37


• Contaminated recycling fee

$62.32

15.04.170(15)(a) Recycling Program.

• Commercial recycling roll cart – one 65 gallon or 95

gallon


No charge

$8.00 per container


• Residential recycling roll cart – one 65 gallon


No charge

$25.70


• Yard waste paper bag fee

$3.50

15.04.180(10)(a) Voluntary Yard Waste Program.

• March through November – weekly

• December through February - monthly

$9.72 per month

$3.25 per month


• Restarting service of the yard waste program

Per OHMC 15.04.120


23

SCHEDULE "C"

FIRE DEPARTMENT MASTER FEE SCHEDULE

Chapter 8.06 FEE SCHEDULE FOR PERMITTING, PLAN

REVIEW AND INSPECTIONS

FEE

8.06.010 Fee schedule. See Below

Permit, Plan Review, and Inspection Fee Schedule

Permits Plan Review Inspection Total

Fire Alarm Systems (new or revised)

Zone Type Systems

A. One to four zones $50.00 $100.00 $100.00 $250.00

B. Each additional zone --- $10.00 $20.00 $30.00/zone

C. Sprinkler supervision only $50.00 $25.00 $100.00 $175.00

Addressable Type Systems

A. One to 25 devices $50.00 $100.00 $100.00 $250.00

B. Each additional 25 devices --- --- $50.00 $50.00/25 devices

Sprinkler Systems (new)

A. Up to and including 99 sprinklers $50.00 $2.00/sprinkler $50.00 $100.00 + $2.00/ sprinkler

B. Each new system having 100 or more sprinklers $50.00 $150.00 $250.00 $450.00

C. Revised systems (Note: Maximum for revised systems is equal to new installation)

$25.00 $2.00/sprinkler $50.00 $75.00 + $2.00/ sprinkler

Standpipe Systems

A. Class I

Manual $50.00 $50.00 $75.00 $175.00

Automatic or semi-automatic $50.00 $100.00 $150.00 $300.00

B. Class II and Class III $50.00 $100.00 $150.00 $300.00

C. Combination sprinkler and standpipe $50.00 $250.00 $250.00 $550.00

Fire Pumps $50.00 $250.00 $250.00 $550.00

Range Hood Fire Suppression Systems

A. Pre-engineered $50.00 $10.00 $50.00 $110.00

B. Custom $50.00 $200.00 $100.00 $350.00

Fixed Pipe Fire Suppression Systems

A. Pre-engineered $50.00 $50.00 $50.00 $150.00

B. Custom $50.00 $200.00 $100.00 $350.00

Fireworks

A. Wholesale or retail use $25.00 no plan review $50.00 $75.00

B. Public display $25.00 no plan review $75.00 $100.00

Liquefied Gas

A. Under 2,000 water gallon

no fee $25.00 $50.00 $75.00

B. 2,000 water gallon or the aggregate capacity of 4,000 water gallon

no fee $50.00 $50.00 $100.00

Compressed Gas

A. Flammable 2,500 cubic feet or more no fee $25.00 $25.00 $50.00

B. Nonflammable 6,000 cubic feet or more

no fee $25.00 $25.00 $50.00


24

Flammable or Combustible Liquids

A. Tank installation (commercial only) $50.00 $100.00 $50.00 $200.00 + $25.00 for each additional tank

B. Underground tank(s) removal and abandonment (commercial)

$25.00 $50.00 $50.00 $125.00 + $25.00 for each additional tank

C. Underground tank(s) removal and abandonment (residential)

$25.00 included in permit

$25.00 $50.00 + $15.00 for each additional tank

All Categories

A. Call-back inspections for more than two site visits when contractor not ready $50.00 each

B. Additional plan review required by changes, additions or revisions to approved plans (minimum one-hour fee)

$60.00/hour

Copies

One – two pages No cost

Three plus pages $0.15 per page

Mailing or shipping Actual costs


25

SCHEDULE "D"

MARINA MASTER FEE SCHEDULE Chapter 6.36 MOORAGE REGULATIONS FEE

6.36.021 Moorage rates.

• Uncovered Monthly

• Uncovered Yearly

• Covered Monthly Rate Schedule

• Covered – Yearly

• Small Boats and Winter Rates

• Covered 2x Rate Schedule June 1st – Sept 1st

• Uncovered 2x Rate Schedule June 1st – Sept

1st

• Miscellaneous Marina Rates

See attached:

Page M-1

Page M-2

Page M-3

Page M-4

Page M-5

Page M-6

Page M-7

Page M-8

6.36.022 Guest moorage rates.

• Year round

$1.00 per foot per

night

6.36.023 Extended guest moorage.

• Stays longer than one week (subject to

availability)

Prorated at the

applicable monthly

rate



including deposit.

• Seasonal Rate – Between June 1st and

September 1st of each year

The standard

applicable monthly

rate times a factor of

two



including deposit.

• Winter Moorage – Day following Labor Day

and no later than May 15th of the following

year

Rates are the same as

those given above for

uncovered permanent

moorage and for

electrical service.


Commercial Fishing Vessels. Commercial

fishing vessels which normally depart in the

spring and return in the fall and do not occupy

permanent moorage in the marina may, upon

the customer’s request and the discretion of

the harbormaster, be kept on an open account.

Monthly rate for the

size of the vessel, on a

pro rata basis, only for

the time they actually

occupy moorage plus

electricity charged per

meter, if the slip is

metered, and

otherwise at the

published flat rate.


26


Sailing Race Moorage. Boats which come

from outside moorage to participate in the

regularly scheduled summer sailing races will

be allowed to occupy moorage, as available,

for very limited periods (normally 2-3 days for

each race).

Normal monthly rate,

prorated for the

number of days they

occupied marina

moorage.


Coast Guard and Customs and similar vessel

Not normally charged

moorage fees for visits

of short duration.


Emergency. Vessels which occupy marina

moorage solely because of mechanical failure,

illness, emergency conditions or similar

misfortune which makes it impossible or

dangerous to proceed on to the planned

destination.

Fees may be waived

for short periods of

time.


Race Week.

• For the period beginning the Sunday prior to

the first race day and ending on Saturday

following the final race day, regardless of boat

size.

•Race boats or tenders arriving earlier or

remaining beyond this period.

Flat rate to be

established by the

harbormaster and

marina committee

each year.

Normal guest moorage

rates for those days in

excess.


Spectator Event Rates.

•Marina guests

•Marina tenants

$2.00 per foot per


charge for 40'.

$1.00 per foot per


charge for 40'.

6.36.025 Liveaboards.

• Fee for living aboard a vessel for periods in

excess of three days in any seven-day period.

This fee is in addition to all other applicable

moorage charges, taxes and electricity

charges.

$61.80 per month

6.36.026(1) Electricity.

• Metered Slips

-Charge per kilowatt (per meter)

-Minimum charge

See Page M-8

$0.119 per kwh

$11.07 per month


27

•Unmetered, non-liveaboard (flat rate)

-Boats to 30 feet

-Boats 31 to 36 feet


•Unmetered, liveaboard (flat rate)

-Boats to 36 feet


$11.07 per month

$17.03 per month

$24.99 per month

$45.42 per month

$60.18 per month

6.36.027 Storage sheds. Requires a written contract, to

include the prescribed moorage deposit.

• Dry storage sheds – monthly rental

• Temporary storage

$113.00 per month

Prorated at the

monthly rate

6.36.029 Environmental compliance fee. Fee assessed

each month on each account (wet moorage,

dry moorage and storage sheds) to help offset

the costs associated with environmental

compliance.

$7.29 per month

6.36.032 Gate cards.

• Each card

$10.00

6.36.033 Change of moorage.

• Fee to change moorage locations

$0.00

6.36.034 Waiting list deposit.

• Nonrefundable annual fee for reserving and

maintaining a place on the waiting list for

moorage. (Does not apply to storage sheds, dry land

storage or to marina tenants who wish to upgrade to a larger

slip or to otherwise relocate from one slip to another.)

$25.00

6.36.035 Contract deposit.

• Contract deposit fee

• Additional deposit. (To be paid in advance may be required if during the time a vessel is

moored in the marina the account has become delinquent and the

original deposit has been applied to the delinquency or the original deposit for any reason can no longer be used for security.

Equal to on full

month’s moorage

Equal to one month’s

moorage

6.36.036(1)(a) Marina late fees and charges.

• Late charge on all accounts in excess of 30

days delinquent

3% per month

6.36.036(1)(b) Marina late fees and charges.

• Service charge imposed when notice of

delinquency is mailed by certified mail

$45.00

6.36.036(1)(c) Marina late fees and charges.

• Service charge imposed when the vessel is

chained or otherwise secured


hour ($75.00

minimum)

6.36.036(1)(d) Marina late fees and charges.

• Service charge imposed when council action

is required to sell a vessel

$30.00


28

6.36.036(1)(e) Marina late fees and charges.

• Service charge imposed when it is necessary

to inventory a vessel or storage space


hour ($150.00

minimum)

6.36.036(2) Marina late fees and charges.

• Employee's time spent on collection

$75.00 per hour

6.36.037(2) Parking lot storage.

• Monthly rental

See Page M-8

$46.30 per month

6.36.072(1)(a) Fees.

• License fee to be paid prior to the time work

begins on the boat in question.

5% of gross receipt to

be earned by person

conducting the

commercial activity

6.36.072(1)(b) Fees.

• Temporary moorage fee

• Moorage for the whole service dock

$0.50 per day per foot

of the boat

$1,000.00 per month

6.36.072(1)(c) Fees.

• Electrical utility service for boats not on a

regular moorage contract

$11.07 per month

6.36.072(1)(d) Fees.

• Assistance of city staff in moving a boat


hour ($150.00

minimum)

Chapter 6.40 MARINA REGULATIONS Fee

6.40.170(2) Exclusion of persons from the marina or

portions of the marina.

Filing fee for appeal from the decision

$10.00


29

M-1

Uncovered Moorage Monthly Rate Schedule


Boat or

Slip

Length


Excise Tax

12.84%


Excise Tax

12.84%

Environmental

Compliance

Total

24 $127.61 $16.39 $24.72 $3.17 $7.29 $179.18

25 $132.93 $17.07 $25.75 $3.31 $7.29 $186.35

26 $138.24 $17.75 $26.78 $3.44 $7.29 $193.50

27 $155.44 $19.96 $27.81 $3.57 $7.29 $214.70

28 $161.20 $20.70 $28.84 $3.70 $7.29 $221.73

29 $166.96 $21.44 $29.87 $3.84 $7.29 $229.40

30 $172.72 $22.18 $30.90 $3.97 $7.29 $237.06

31 $182.06 $23.38 $31.93 $4.10 $7.29 $248.76

32 $187.94 $24.13 $32.96 $4.23 $7.29 $256.55

33 $193.81 $24.89 $33.99 $4.36 $7.29 $264.34

34 $199.69 $25.64 $35.02 $4.50 $7.29 $272.14

35 $211.24 $27.12 $36.05 $4.63 $7.29 $286.33

36 $217.27 $27.90 $37.08 $4.76 $7.29 $294.30

37 $223.31 $28.67 $38.11 $4.89 $7.29 $302.27

38 $229.34 $29.45 $39.14 $5.03 $7.29 $310.25

39 $240.32 $30.86 $40.17 $5.16 $7.29 $323.80

40 $246.48 $31.65 $41.20 $5.29 $7.29 $331.90

41 $252.65 $32.44 $42.23 $5.42 $7.29 $340.03

42 $258.81 $33.23 $43.26 $5.55 $7.29 $348.14

43 $264.97 $34.02 $44.29 $5.69 $7.29 $356.26

44 $271.09 $34.81 $45.32 $5.82 $7.29 $364.33

45 $277.29 $35.60 $46.35 $5.95 $7.29 $372.48

46 $283.46 $36.40 $47.38 $6.08 $7.29 $380.61

47 $289.62 $37.19 $48.41 $6.22 $7.29 $388.73

48 $295.78 $37.98 $49.44 $6.35 $7.29 $396.84

49 $325.24 $41.76 $50.47 $6.48 $7.29 $431.24

50 $331.88 $42.61 $51.50 $6.61 $7.29 $439.89

51 $338.52 $43.47 $52.53 $6.74 $7.29 $448.55

52 $345.15 $44.32 $53.56 $6.88 $7.29 $457.20

53 $351.79 $45.17 $54.59 $7.01 $7.29 $465.85

54 $358.43 $46.02 $55.62 $7.14 $7.29 $474.50

55 $365.07 $46.87 $56.65 $7.27 $7.29 $483.15

56 $371.70 $47.73 $57.68 $7.41 $7.29 $491.81

57 $378.34 $48.58 $58.71 $7.54 $7.29 $500.46

58 $384.98 $49.43 $59.74 $7.67 $7.29 $509.11

59 $391.61 $50.28 $60.77 $7.80 $7.29 $517.75

60 $398.25 $51.14 $61.80 $7.94 $7.29 $526.42


30

M-2

Uncovered Moorage Yearly Rate Schedule


Boat or

Slip

Length


Tax 12.84%


Tax 12.84%

Environmental

Compliance

Total

28 $147.77 $18.97 $28.84 $3.70 $7.29 $206.57

29 $153.05 $19.65 $29.87 $3.84 $7.29 $213.69

30 $158.32 $20.33 $30.90 $3.97 $7.29 $220.81

31 $166.89 $21.43 $31.93 $4.10 $7.29 $231.64

32 $172.28 $22.12 $32.96 $4.23 $7.29 $238.88

33 $177.66 $22.81 $33.99 $4.36 $7.29 $246.11

34 $183.05 $23.50 $35.02 $4.50 $7.29 $253.36

35 $193.64 $24.86 $36.05 $4.63 $7.29 $266.47

36 $199.17 $25.57 $37.08 $4.76 $7.29 $273.87

37 $204.70 $26.28 $38.11 $4.89 $7.29 $281.27

38 $210.23 $26.99 $39.14 $5.03 $7.29 $288.68

39 $220.29 $28.29 $40.17 $5.16 $7.29 $301.19

40 $225.94 $29.01 $41.20 $5.29 $7.29 $308.73

41 $231.60 $29.74 $42.23 $5.42 $7.29 $316.27

42 $237.24 $30.46 $43.26 $5.55 $7.29 $323.80

43 $242.89 $31.19 $44.29 $5.69 $7.29 $331.34

44 $248.50 $31.91 $45.32 $5.82 $7.29 $338.84

45 $254.19 $32.64 $46.35 $5.95 $7.29 $346.41

46 $259.84 $33.36 $47.38 $6.08 $7.29 $353.96

47 $265.48 $34.09 $48.41 $6.22 $7.29 $361.48

48 $271.13 $34.81 $49.44 $6.35 $7.29 $369.03

49 $298.13 $38.28 $50.47 $6.48 $7.29 $400.65

50 $304.22 $39.06 $51.50 $6.61 $7.29 $408.68

51 $310.31 $39.84 $52.53 $6.74 $7.29 $416.72

52 $316.39 $40.62 $53.56 $6.88 $7.29 $424.74

53 $322.47 $41.41 $54.59 $7.01 $7.29 $432.77

54 $328.56 $42.19 $55.62 $7.14 $7.29 $440.80

55 $334.65 $42.97 $56.65 $7.27 $7.29 $448.83

56 $340.72 $43.75 $57.68 $7.41 $7.29 $456.85

57 $346.81 $44.53 $58.71 $7.54 $7.29 $464.88

58 $352.90 $45.31 $59.74 $7.67 $7.29 $472.91

59 $358.98 $46.09 $60.77 $7.80 $7.29 $480.93

60 $365.06 $46.87 $61.80 $7.94 $7.29 $488.96

61 $371.29 $47.67 $62.83 $8.07 $7.29 $497.15

62 $377.37 $48.45 $63.86 $8.20 $7.29 $505.18


31

M-3

Covered Moorage Monthly Rate Schedule


Boat or

Slip

Length


Tax


Excise Tax

12.84%

Environmental

Compliance

Total

24 $174.58 $22.42 $24.72 $3.17 $7.29 $232.18

25 $181.85 $23.35 $25.75 $3.31 $7.29 $241.55

26 $189.12 $24.28 $26.78 $3.44 $7.29 $250.91

27 $208.61 $26.79 $27.81 $3.57 $7.29 $274.07

28 $216.33 $27.78 $28.84 $3.70 $7.29 $283.95

29 $224.07 $28.77 $29.87 $3.84 $7.29 $293.83

30 $231.79 $29.76 $30.90 $3.97 $7.29 $303.71

31 $253.87 $32.60 $31.93 $4.10 $7.29 $329.79

32 $262.07 $33.65 $32.96 $4.23 $7.29 $340.20

33 $270.26 $34.70 $33.99 $4.36 $7.29 $350.60

34 $278.45 $35.75 $35.02 $4.50 $7.29 $361.01

35 $320.27 $41.12 $36.05 $4.63 $7.29 $409.36

36 $329.42 $42.30 $37.08 $4.76 $7.29 $420.84

37 $338.57 $43.47 $38.11 $4.89 $7.29 $432.34

38 $347.72 $44.65 $39.14 $5.03 $7.29 $443.82

39 $377.65 $48.49 $40.17 $5.16 $7.29 $478.75

40 $387.33 $49.73 $41.20 $5.29 $7.29 $490.84

41 $397.02 $50.98 $42.23 $5.42 $7.29 $502.94

42 $406.70 $52.22 $43.26 $5.55 $7.29 $515.03

43 $416.38 $53.46 $44.29 $5.69 $7.29 $527.11

44 $426.06 $54.71 $45.32 $5.82 $7.29 $539.20

45 $435.75 $55.95 $46.35 $5.95 $7.29 $551.29

46 $445.43 $57.19 $47.38 $6.08 $7.29 $563.38

47 $455.12 $58.44 $48.41 $6.22 $7.29 $575.47

48 $464.79 $59.68 $49.44 $6.35 $7.29 $587.55

49 $474.48 $60.92 $50.47 $6.48 $7.29 $599.64

50 $511.96 $65.74 $51.50 $6.61 $7.29 $643.10

51 $522.20 $67.05 $52.53 $6.74 $7.29 $655.81

52 $532.44 $68.36 $53.56 $6.88 $7.29 $668.53


32

M-4

Covered Moorage Yearly Rate Schedule


Boat or

Slip

Length


Excise Tax

12.84%


Excise Tax

12.84%

Environmental

Compliance

Total

28 $198.31 $25.46 $28.84 $3.70 $7.29 $263.60

29 $205.40 $26.37 $29.87 $3.84 $7.29 $272.76

30 $212.47 $27.28 $30.90 $3.97 $7.29 $281.91

31 $232.72 $29.88 $31.93 $4.10 $7.29 $305.92

32 $240.23 $30.85 $32.96 $4.23 $7.29 $315.56

33 $247.73 $31.81 $33.99 $4.36 $7.29 $325.19

34 $255.25 $32.77 $35.02 $4.50 $7.29 $334.83

35 $293.58 $37.70 $36.05 $4.63 $7.29 $379.25

36 $301.97 $38.77 $37.08 $4.76 $7.29 $389.87

37 $310.36 $39.85 $38.11 $4.89 $7.29 $400.50

38 $318.74 $40.93 $39.14 $5.03 $7.29 $411.12

39 $346.18 $44.45 $40.17 $5.16 $7.29 $443.24

40 $355.05 $45.59 $41.20 $5.29 $7.29 $454.42

41 $363.93 $46.73 $42.23 $5.42 $7.29 $465.60

42 $372.81 $47.87 $43.26 $5.55 $7.29 $476.78

43 $381.68 $49.01 $44.29 $5.69 $7.29 $487.95

44 $390.56 $50.15 $45.32 $5.82 $7.29 $499.13

45 $399.44 $51.29 $46.35 $5.95 $7.29 $510.31

46 $408.31 $52.43 $47.38 $6.08 $7.29 $521.49

47 $417.19 $53.57 $48.41 $6.22 $7.29 $532.68

48 $426.06 $54.71 $49.44 $6.35 $7.29 $543.84

49 $434.94 $55.85 $50.47 $6.48 $7.29 $555.02

50 $469.30 $60.26 $51.50 $6.61 $7.29 $594.96

51 $478.68 $61.46 $52.53 $6.74 $7.29 $606.71

52 $488.07 $62.67 $53.56 $6.88 $7.29 $618.46


33

M-5

Small Boat Winter Moorage Rate Schedule


Small Boat

(Covered & Uncovered – September 1st through May 31st)

Boat or

Slip

Length

Moorage State

Leasehold Tax

12.84%


Tax 12.84%

Environmental

Compliance

Total

24 $17.56 $2.25 $24.72 $3.17 $7.29 $55.00

25 $16.53 $2.12 $25.75 $3.31 $7.29 $55.00

26 $15.50 $1.99 $26.78 $3.44 $7.29 $55.00

Winter Moorage

(October 1st through April 30th)

Boat or

Slip

Length

Moorage State

Leasehold Tax

12.84%


Tax 12.84%

Environmental

Compliance

Total

40 $211.27 $27.13 $26.59 $3.41 $7.29 $270.24

41 $216.56 $27.81 $27.26 $3.50 $7.29 $276.83

42 $221.83 $28.48 $27.93 $3.59 $7.29 $283.40

43 $227.12 $29.16 $28.59 $3.67 $7.29 $289.97

44 $232.37 $29.84 $29.25 $3.76 $7.29 $296.51

45 $237.68 $30.52 $29.92 $3.84 $7.29 $303.12

46 $242.97 $31.20 $30.59 $3.93 $7.29 $309.71

47 $248.25 $31.87 $31.25 $40.1 $7.29 $316.27

48 $253.53 $32.55 $31.92 $4.10 $7.29 $322.85

49 $278.78 $35.79 $35.09 $4.51 $7.29 $354.27

50 $284.46 $36.52 $35.81 $4.60 $7.29 $361.34

51 $290.15 $37.26 $36.53 $4.69 $7.29 $368.43

52 $295.84 $37.99 $37.24 $4.78 $7.29 $375.51

53 $301.53 $38.72 $37.96 $4.87 $7.29 $382.59

54 $307.23 $39.45 $38.67 $4.97 $7.29 $389.68

55 $312.92 $40.18 $39.39 $5.06 $7.29 $396.77

56 $318.60 $40.91 $40.11 $5.15 $7.29 $403.84

57 $324.29 $41.64 $40.82 $5.24 $7.29 $410.92

58 $329.98 $42.37 $41.54 $5.33 $7.29 $418.00

59 $335.67 $43.10 $42.25 $5.43 $7.29 $425.08

60 $341.36 $43.83 $42.97 $5.52 $7.29 $432.18

Storage Unit $113.00 $14.51 $7.29 $134.80


34

M-6

Covered 2x Rate Schedule



Boat or

Slip

Length


Tax 12.84%

Dredge Fee Dredge Fee

State Lease Tax

Environmental

Compliance

Total

24 $11.64 $1.49 $1.65 $0.21 $0.49 $15.48

25 $12.12 $1.56 $1.72 $0.22 $0.49 $16.11

26 $12.61 $1.62 $1.79 $0.23 $0.49 $16.73

27 $13.91 $1.79 $1.85 $0.24 $0.49 $18.28

28 $14.42 $1.85 $1.92 $0.25 $0.49 $18.93

29 $14.94 $1.92 $1.99 $0.26 $0.49 $19.59

30 $15.45 $1.98 $2.06 $0.26 $0.49 $20.25

31 $16.93 $2.17 $2.13 $0.27 $0.49 $21.99

32 $17.47 $2.24 $2.20 $0.28 $0.49 $22.68

33 $18.02 $2.31 $2.27 $0.29 $0.49 $23.38

34 $18.56 $2.38 $2.33 $0.30 $0.49 $24.07

35 $21.35 $2.74 $2.40 $0.31 $0.49 $27.29

36 $21.96 $2.82 $2.47 $0.32 $0.49 $28.06

37 $22.57 $2.90 $2.54 $0.33 $0.49 $28.83

38 $23.18 $2.98 $2.61 $0.34 $0.49 $29.59

39 $25.18 $3.23 $2.68 $0.34 $0.49 $31.92

40 $25.82 $3.32 $2.75 $0.35 $0.49 $32.73

41 $26.47 $3.40 $2.82 $0.36 $0.49 $33.53

42 $27.11 $3.48 $2.88 $0.37 $0.49 $34.34

43 $27.76 $3.56 $2.95 $0.38 $0.49 $35.14

44 $28.40 $3.65 $3.02 $0.39 $0.49 $35.95

45 $29.05 $3.73 $3.09 $0.40 $0.49 $36.76

46 $29.70 $3.81 $3.16 $0.41 $0.49 $37.56

47 $30.34 $3.90 $3.23 $0.41 $0.49 $38.37

48 $30.99 $3.98 $3.30 $0.42 $0.49 $39.17

49 $31.63 $4.06 $3.36 $0.43 $0.49 $39.98

50 $34.13 $4.38 $3.43 $0.44 $0.49 $42.88

51 $34.81 $4.47 $3.50 $0.45 $0.49 $43.72

52 $35.50 $4.56 $3.57 $0.46 $0.49 $44.57


35

M-7

Uncovered 2x Rate Schedule



Boat or

Slip

Length


Tax 12.84%

Dredge Fee State Lease Tax Environmental

Compliance

Total

24 $8.51 $1.09 $1.65 $0.21 $0.49 $11.95

25 $8.86 $1.14 $1.72 $0.22 $0.49 $12.43

26 $9.22 $1.18 $1.79 $0.23 $0.49 $12.91

27 $10.36 $1.33 $1.85 $0.24 $0.49 $14.28

28 $10.75 $1.38 $1.92 $0.25 $0.49 $14.79

29 $11.13 $1.43 $1.99 $0.26 $0.49 $15.29

30 $11.52 $1.48 $2.06 $0.26 $0.49 $15.81

31 $12.14 $1.56 $2.13 $0.27 $0.49 $16.59

32 $12.53 $1.61 $2.20 $0.28 $0.49 $17.10

33 $12.92 $1.66 $2.27 $0.29 $0.49 $17.63

34 $13.31 $1.71 $2.33 $0.30 $0.49 $18.14

35 $14.09 $1.81 $2.40 $0.31 $0.49 $19.10

36 $14.48 $1.86 $2.47 $0.32 $0.49 $19.62

37 $14.89 $1.91 $2.54 $0.33 $0.49 $20.16

38 $15.29 $1.92 $2.61 $0.34 $0.49 $20.24

39 $15.29 $1.96 $2.68 $0.34 $0.49 $20.76

40 $16.02 $2.06 $2.75 $0.35 $0.49 $21.67

41 $16.42 $2.11 $2.82 $0.36 $0.49 $22.20

42 $16.84 $2.16 $2.88 $0.37 $0.49 $22.75

43 $17.26 $2.22 $2.95 $0.38 $0.49 $23.30

44 $17.67 $2.27 $3.02 $0.39 $0.49 $23.83

45 $18.07 $2.32 $3.09 $0.40 $0.49 $24.37

46 $18.48 $2.37 $3.16 $0.41 $0.49 $24.91

47 $18.90 $2.43 $3.23 $0.41 $0.49 $25.46

48 $19.51 $2.51 $3.30 $0.42 $0.49 $26.23

49 $19.72 $2.53 $3.36 $0.43 $0.49 $26.53

50 $21.69 $2.78 $3.43 $0.44 $0.49 $28.83

51 $22.12 $2.84 $3.50 $0.45 $0.49 $29.41

52 $22.57 $2.90 $3.57 $0.46 $0.49 $29.99

53 $23.45 $3.01 $3.64 $0.47 $0.49 $31.06

54 $23.90 $3.07 $3.71 $0.48 $0.49 $31.64

55 $24.34 $3.12 $3.78 $0.48 $0.49 $32.21

56 $24.78 $3.18 $3.85 $0.49 $0.49 $32.79

57 $25.22 $3.24 $3.91 $0.50 $0.49 $33.37

58 $25.66 $3.30 $3.98 $0.51 $0.49 $33.94

59 $26.11 $3.35 $4.05 $0.52 $0.49 $34.53

60 $26.55 $3.41 $4.12 $0.53 $0.49 $35.10


36

M-8

Miscellaneous Marina Rates

Electricity (OHMC 6.36.026)

Metered Slips

Charge per kilowatt (per meter) $0.119 per kwh

Minimum charge $11.07 per month

Unmetered, non-liveaboard (flat rate)


Boats 31 to 36 feet $17.03 per month


Unmetered, liveaboard (flat rate)



Guests $5.00 per night per outlet

used

Storage Sheds (OHMC 6.36.027)


Parking Storage (OHMC 6.36.037)


Fuel (OHMC – none)

Diesel Invoice cost + $0.50 x

1.087 = retail price

Gasoline Invoice cost + $.50 + .03

(delivery charge) = retail

price

$0.05 per gallon discount for purchases over 100 gallons

$0.20 per gallon discount up to amount of 1st night of guest moorage when guest moorage is purchased.

*Only one discount may be applied.


37

SCHEDULE "E"

OAK HARBOR POLICE DEPARTMENT

MASTER FEE SCHEDULE


3.64.100 Police fee schedule.

• WATCH records check, per name

• Local records check

• Records check with clearance letter for visa,

passport, etc.

• Fingerprint cards (Oak Harbor Resident & Active

Duty Military):

- First card

- Additional cards

• Fingerprint cards (Non-resident):

- First card

- Additional cards

• Traffic accident report, per report:

• Service of arrest warrant

• Reproduction of audio, video or photos to:

- CD

- DVD

- USB drive

•Public Record Charges

$12.00

$10.00

$25.00

$15.00

$5.00

$20.00

$5.00

$10.00

$75.00

See Addendum 1

See Addendum 1

See Addendum 1

See Addendum 1

3.64.110 Booking fee.

• Jail booking fee

$50.00

3.64.400 Arrest warrant fee.

• Issuance or ordering or both issuance and ordering

of an arrest warrant by the Oak Harbor municipal

court

$75.00

Chapter 7.20 IMPOUNDMENT FEE

7.20.030 Notification of owner – Redemption fee.

• Owner reclaiming an impounded cat

• Owner reclaiming an impounded dog:

- For the first offense

- For the second offense

- For any subsequent offense

• Additional impound fee for dogs after the first 24

hours

• If the impounded animal is unlicensed and its owner

has been a resident for over 60 days, the owner shall

pay a fine

$25.00 plus $10.00

board fee for each

calendar day cat

impounded

$25.00

$50.00

$100.00

$10.00 for each

calendar day

$25.00 over and

above the

impoundment fees


38

Chapter 7.32 DANGEROUS DOG AND POTENTIALLY

DANGEROUS DOG

7.32.100 Registration of dangerous and potentially dangerous

dog required.

• Registration of a dangerous dog

• Registration of a potentially dangerous dog

$75.00

$50.00


39

SCHEDULE "F"

PUBLIC WORKS DEPARTMENT MASTER FEE SCHEDULE

Chapter 6.12 PARKS CODE FEE

6.12.095(2) Park facility reservation system.

• Fee for reservation for a single day's use of a facility

$25.00

Chapter 6.13 RECREATIONAL CAMPING IN CITY PARKS FEE


• For each recreation vehicle parked in the Staysail RV

Park located at Windjammer Park

$25.00 per night


• For use of each overflow campsite, tent campsite or

special event campsite

$15.00 per night

6.13.100(2) Other fees for camping.

• Charge for each use of the trailer dump station at

Staysail RV Park

$5.00

Chapter 6.22 SHOPPING CART REGULATIONS FEE

6.22.060(2)(e) Enforcement.

• Delivery fee

$75.00

6.22.060(2)(f) Enforcement.

• Refusal and fee

$110.00

Chapter 11.06 FRANCHISE FOR USE OF THE RIGHT-OF-

WAY

FEE

11.06.040 Fee Deposit.

• Fee deposit

$5,000.00

Chapter 13.36 FIRE PROTECTION SYSTEMS FEE

13.36.010 Installation permitted – Rate – Billings.

City installed fire protection rate

$12.72 per month plus

$1.79 per inch over 8" in

diameter at the city main


TRUNK LINE CHARGE

FEE

14.20.030(1) Equivalent residential units – Schedule of fixtures.



• Nonresidential properties, including all commercial

and industrial properties – based on the number of

points for the improvements on or to be constructed on

the property

$425


residential units

$30.00 shall be added for

each point in excess of 20


40

ADDENDUM 1

CITY OF OAK HARBOR PUBLIC RECORDS FEE SCHEDULE PAPER COPIES


8.5” x 11” $0.15/copy

11” x 17” $0.15/copy

8.5” x 14” $0.15/copy

SCANNED PAPER COPIES


8.5” x 11” $0.10/page

11” x 17” $0.10/page

8.5” x 14” $0.10/page

ELECTRONIC TRANSMISSION*

Volume Cost to Public

Attachments $0.05/per 4

Gigabyte $0.10/per 1

*If the electronic transfer exceeds the City’s email

network limit (currently 10 MB/email), then the records

may be uploaded to an FTP site, picked up, or mailed

on an electronic device with applicable fees.

MEDIUM AND MAILING CONTAINERS –

Electronic and Paper

Medium/ Container Size Cost to Public

CD-R, DVD, DVR, Flash Drive – Current actual

cost to the City

12” x 9” Large Envelope $0.07/each

13.5” x 9.5” Padded Envelope $0.51/each

6” x 9” Medium Envelope $0.06/each

4” x 9.5” Small Envelope $0.05/each

CD Mailing Bubble Envelope $0.60/each

PLOTTER/WIDE FORMAT COPIER – PW

US ANSI Paper Sizes Cost to Public

ANSI C 17” x 22” Bond $4.00/copy

ANSI C 17” x 22” Photo $8.00/copy

ANSI D 22” x 34” Bond $4.00/copy

ANSI D 22” x 34” Photo $10.00/copy

ANSI E 34” x 44” Bond $5.00/copy

ANSI E 34” x 44” Photo $13.00/copy









PLOTTER – Development Services





WIDE FORMAT COPIER – Dev. Services





Plat Maps, Recorded Maps $3.00

Tax will only be charged on Maps & Plans printed by

Third Party Plotter (WAC 44-14-07001).

FLAT FEE ALTERNATIVE

$2 Flat Fee* - if any combination of the above

fees are equal to or greater than $2.00.

*The “Flat Fee Alternative” may be applied at the City’s

discretion.

CUSTOMIZED SERVICE CHARGE

Email Searches $64.98/hour

(Plus cost of electronic transmission if applicable)

10% DEPOSIT -- The City may require a 10%

advance deposit of the estimated cost of providing

requested records.

ACTUAL COST OF POSTAGE


41

ADDENDUM 2

SENIOR SERVICES MASTER FEE SCHEDULE

Item Fee Note

Membership $40.00 Annual dues

Drop in day fee $3.00 Non-member day use fee

Passport acceptance fee $25.00 Set by Federal Government through

March 31, 2018

Passport acceptance fee $35.00 Set by Federal Government – effective

April 1, 2018

Passport photo $11.00 Tax included

Clogging class $20.00 Per month

Clogging class $7.00 Per class

Enhance fitness $25.00 Per month

Enhance fitness $5.00 Per class

Guitar class $20.00 Set by instructor

Line dancing $5.00 Per month

Pickleball $60.00 Per quarter

Pickleball $25.00 Per month

Pickleball $5.00 Per day

Yoga $25.00 Per month

Yoga $5.00 Per class

Rental fees $40.00 Per hour based on usage and

discretion of the Senior Services

Administrator

L:\LGLA\WORK\RES-ORD2019\MFS 1-15-19\MFS 1-15-19 (clean copy).docx



Bill No. 8. a.Date: January 15, 2019Subject: Interagency Agreement: State of

Washington - State Patrol andOak Harbor Fire Department

FROM: Ray Merrill - Fire Chief


RECOMMENDED ACTIONAuthorize the Mayor to sign the interagency agreement between the Washington State Patrol and the Oak Harbor Fire Department to provide assistance with the State Fire Mobilization Plan.

BACKGROUND / SUMMARY INFORMATIONThe Mobilization Plan provides a process to quickly notify, assemble, and deploy fire service personneland equipment to any local fire jurisdiction in Washington State. This assistance is to manage, mitigateand control an emergency incident that has exceeded the capability of the requesting agency. This serviceis voluntary on the part of the responding agency, in so much as providing the assistance does not reducethe agencies service level. Repayment of services shall be accordance with the State Fire Chiefs Feeschedule. All payments will be administered by Washington State Patrol.

This inter local agreement shall remain in effect until Dec. 31, 2023.

LEGAL AUTHORITYThis interagency agreement is pursuant to RCW 43.43.960 through RCW 43.43.964 (State Fire ServiceMobilization) and Chapter 39.34 RCW Interlocal Cooperation Act

FISCAL IMPACTN/A


ATTACHMENTS


1. Interlocal Agreement State of Washington / State Patrol and Oak Harbor FD




Bill No. 8. b.Date: January 15, 2019Subject: Utility Construction Agreement

Revision: WSDOT - Painting theCity's Water Transmission Main,Brackets & Supports

FROM: Cathy Rosen, Public Works Director


RECOMMENDED ACTIONA motion authorizing the Mayor to sign a Utility Construction Agreement with Washington StateDepartment of Transportation (WSDOT) for painting the City’s 16” water transmission main and thebrackets and supports for the 10” water transmission main that are connected to the Deception PassBridge, in a lump sum amount of $364,937.42.

BACKGROUND / SUMMARY INFORMATIONWSDOT will be painting the Deception Pass Bridge beginning in Spring 2019 and continuing into 2020.As part of the WSDOT project, staff would like to have WSDOT’s painting contractor paint the City’s16” water transmission main under the bridge as well as the brackets and supports for the City’s 10”water transmission main, also under the bridge. (The 10” pipe was painted in the past 2 years when it wasinspected and repaired.)

On September 18, 2018, City Council approved an agreement with WSDOT in an amount not to exceed$363,992.23 (engineer's estimate) plus an allowance of 25% for changes in work or cost increases.Since that time, WSDOT has received bids. Based on the low bid, it appears under a not to exceed formof contract such as the one that was previously approved, the City's costs for painting the waterline couldpossibly exceed $1,000,000. As this exceeds the previously approved contract amount, a new contractwith WSDOT would be required. Instead of a not-to exceed form of contract, WSDOT has proposed alump sum contract in the amount of $364,937.42 which is the amount of the engineer's estimate forpainting the water line and is in line with the previously approved contract.

Under the City’s Water Service Agreement with the U.S. Navy, the Navy will contribute 50% of the costto paint the 16” water transmission main under the Deception Pass Bridge.

LEGAL AUTHORITY


FISCAL IMPACTFunds required: Lump sum of $364,937.42.

Appropriation Source: Water Fund 401 and reimbursement from U.S. Navy of 50% of the cost.


ATTACHMENTS1. Utility Construction Agreement - Work by WSDOT - Utility Cost



Utility Construction Agreement Utility Name & AddressCity of Oak Harbor

Work by WSDOT— Utility Cost Attn: Robert SevernsAgreement Number Region 865 SE Barrington Drive

UT 1344 NWR Oak Harbor, WA 98277State Route Mileposts Project Title/LocationSR 20 From 41.61 to 42.34 SR2O I Deception Pass and Canoe PassEstimated Agreement Amount Advance Payment Amount Bridges — Painting & Special Repair$ 364,937.42 $54,740.61

This Utility Construction Agreement is entered into between the Washington State Departmentof Transportation, hereinafter “WSDOT” and the above named Utility, hereinafter the “Utility;”collectively the ‘Parties” and individually the “Party.”

Recitals

1. WSDOT’s project, SR 20 IDeception Pass and Canoe Pass Bridges — Painting & SpecialRepair, is located on SR 20 from MP 41.75 to MP 42.14, hereinafter “Project.” TheProject will clean and paint the Deception and Canoe Pass Bridges. Minor maintenanceand repairs will also be performed such as replacing missing or damaged bolts, rivets,drainpipes, bridge rail elements and selected secondary members.

2. The Utility owns and operates a water line system that is attached to the Deception Passand Canoe Pass Bridges pursuant to the terms of a utility franchise issued by WSDOT tothe Utility, Franchise No. UF 10300C (the “Franchise”). Under WSDOT’s Bridge DesignManual, M 23-50.18, dated June 2018, utility facilities on bridges are required to bepainted the same color as the bridge. The Utility is responsible for the cost of paintingthe Utility facilities pursuant to the terms of the Franchise and under state law.

WSDOT is willing to allow its contractor to paint the Utility facilities and perform minornecessary repairs to the Utility facilities as part of the Project, at Utility cost (the “Work”).The Work is more particularly described in the “Scope of Work, Exhibit A” (Exhibit A).

4. The Utility is willing to allow WSDOT’s contractor to perform the Work as part of theProject at Utility cost and both Parties deemed it to be in the best public interest forWSDOT to include the Work in the Project.

Now, Therefore, pursuant to RCW 47.01.210, 47.44 and the Franchise, and in consideration ofthe terms, conditions, covenants, and performances contained herein, as well as the attachedExhibits which are incorporated and made a part hereof,

It Is Mutually Agreed As Follows:1. Work Plans1.1 WSDOT, acting on behalf of the Utility, agrees to perform the Work in accordance with

Exhibit A, and Exhibit C (“Plans”). WSDOT incorporated the Plans into Project. TheUtility acknowledges that it has reviewed the Plans and agrees that the Plans satisfy allapplicable standards, codes, regulations, or any other requirements the Utility isobligated to meet.

1.2 When requested by WSDOT, the Utility shall timely assist WSDOT in answering andresolving any issues with the Plans that may arise during with the Work. All commentsand clarifications must go through WSDOT.

UT1344 Pagelof6


2. Construction, Inspection, and Acceptance2.1 WSDOT agrees to administer the Work on behalf of the Utility.

2.2 The Utility agrees to disconnect and/or reconnect its facilities as required by WSDOTwhen such disconnection or reconnection is required to be performed by the Utility. TheParties agree to define disconnect and/or reconnection requirements, includingnotification and response in Exhibit A. WSDOT agrees, as part of the Work, to removedisconnected and/or abandoned facilities at the Utility’s cost. Utility facilities notremoved pursuant to this Agreement shall remain the ownership, operation andmaintenance responsibility of the Utility.

2.3 Salvage: All materials removed by WSDOT shall be reclaimed or disposed of byWSDOT and shall become the property of WSDOT. If the Utility desires to retain suchmaterials and WSDQT agrees, the value of salvaged materials will be paid to WSDOT inan amount not less than that required by the Program Guide: Utility Relocation andAccommodation on Federal Aid Highway Projects.

2.4 The Utility may furnish an inspector for the Work, The Utility agrees that it is solelyresponsible for all such inspection costs. The Utility’s inspector shall not directly contactWSDOT’s contractor. All contact between the Utility’s inspector and WSDOT’s contractorshall be through WSDOT’s representatives. WSDOT’s Project Construction Engineermay require the removal and/or replacement of the Utility’s inspector if the inspectorinterferes with WSDOT’s Project, WSDOT’s contractor and/or the Work.

2.5 WSDOT shall promptly notify the Utility in writing when the Work is completed.

2.6 The Utility shall, within ten (10) working days of being notified that the Work iscompleted: (a) deliver a letter of acceptance to WSDOT which shall include a releaseand waiver of all future claims or demands of any nature resulting from the performanceof the Work and WSDOT’s administration thereof, or (b) deliver to WSDOT writtenreasons why the Work does not comply with the previously approved Plans and SpecialProvisions. The Utility agrees to work diligently and in good faith with WSDOT to resolveany issues so as not to delay WSDOT’s Project. If all issues are resolved, the Utilityagrees to deliver to WSDOT a letter of acceptance as provided herein.

2.7 If the Utility does not respond within ten (10) working days as provided in section 2.6, theWork and the administration thereof will be deemed accepted by the Utility, and WSDOTshall be released from all future claims and demands.

2.8 WSDOT will prepare the final construction documentation in general conformance withWSDOT’s Construction Manual. WSDOT will maintain one set of plans as the official“as-built” set, then make notations in red of all plan revisions typically recorded perstandard WSDQT practice, as directed by WSDOT’s Construction Manual. Once theUtility has accepted the Work per Section 2.6 or 2.7, WSDOT upon request by the Utilitywill provide one reproducible set of contract as-builts to the Utility, and the Utility agreesto pay the cost of reproduction upon receipt of a WSDOT invoice.

3. Payment3.1 The Utility agrees that it shall be responsible for the actual costs of the Work. The cost of

this Work is estimated to be Three Hundred Sixty-Four Thousand Nine Hundred Thirty

UT1344 Page2of6


Seven & 42/1 00 Dollars ($364,937.42). An itemized estimate of the costs for Work to beperformed by WSDOT on behalf of the Utility is included in ExhibIt B, Cost Estimate.

3.2 The Utility agrees to pay WSDOT the ‘Advance Payment Amount” stated above withintwenty (20) calendar days after WSDOT submits its first partial payment request to theUtility. The Advance Payment Amount represents fifteen (15) percent of the estimate ofcost for which the Utility is responsible. The Advance Payment Amount will be carriedthroughout the life of the Work with final adjustment made in the final invoice

3.3 The Parties acknowledge and agree that WSDOT does not have the legal authority toadvance state funds for the Utility’s Work under this Agreement. Should the Utility fail tomake payment according to the terms of this Agreement, WSDDT shall have the right toterminate this Agreement, charging the Utility for all associated costs of termination,including non-cancellable items, as well as associated Project delay and contractorclaims.

3.4 The Utility, in consideration of the faithful performance of the Work to be done byWSDOT, agrees to pay WSDOT for the actual cost of all Work, including mobilization,construction engineering, administration and overhead costs. WSDOT shall invoice theUtility and provide supporting documentation therefore, and the Utility agrees to payWSDOT within thirty (30) calendar days of receipt of an invoice. A partial payment willnot constitute agreement as to the appropriateness of any item and that, at the time offinal invoice, the Parties will resolve any discrepancies.

4. Change in Work or Cost Increase4.1 Increase in Cost: In the event the actual the cost of the Work exceeds the Cost Estimate,

as shown on Exhibit B (including sales tax, engineering, and contingencies), the Partiesshall modify Exhibit B and the Utility shall pay the additional cost.

4.2 If the WSDOT determines that additional Work or a change in the Work is required, priorwritten approval must be secured from the Utility; however, where the change is requiredto mitigate a Project emergency or safety threat to the traveling public, WSDOT willdirect the change without the Utility’s prior approval. WSDQT will notify the Utility of suchchange as soon as possible thereafter. The Utility agrees to respond to all WSDOTchange order requests in writing and within five (5) working days. WSDOT notificationshall not be required for Utility-requested changes. The Utility agrees to pay all costsassociated with the changed Work, as well as the costs of Project or Work delays and/orsubsequent contractor claims associated with the Utility’s failure to timely respond asrequired.

4.3 The Utility may request additions to the Work through WSDOT in writing. WSDOT willimplement the requested changes as elective changes, provided that a change does notnegatively impact WSDOT’s transportation system and complies with the StandardSpecifications, Project permits, state and/or federal law, applicable rules and/orregulations, and/or WSDOT design policies, and does not unreasonably delay criticallyscheduled Project contract activities.

4.4 All elective changes to the Work shall be approved in writing by the Utility beforeWSDOT directs the contractor to implement the changes, even if an executed changeorder is not required by the Project contract. The Utility agrees to pay for the increasesin cost, if any, for such elective changes in accordance with Section 3.

UT1344’ Page3of6


4.5 WSDOT will make available to the Utility all change order documentation related to theWork.

5. Rightof Entry5.1 The Utility agrees to arrange for rights of entry upon all privately owned lands upon

which the Utility has a claimed property right and which are necessary to perform theWork. The Utility also agrees to obtain all necessary permissions for WSDOT to performthe Work on such lands, which may include reasonable use restrictions on those lands.The Utility agrees to provide the rights of entry and applicable permissions under thissection to WSDOT within seven (7) calendar days of entering into this Agreement. Uponcompletion of the Work on such lands, the rights of entry and permissions shallterminate.

6. General Provisions6.1 Indemnification: To the extent authorized by law, the Utility and WSDOT shall indemnify

and hold harmless one another and their employees and/or officers from and shallprocess and defend at its own expense any and all claims, demands, suits at law orequity, actions, penalties, losses, damages (both to persons and/or property), or costs,of whatsoever kind or nature, brought against the one Party arising out of, in connectionwith, or incident to the other Party’s performance or failure to perform any aspect of thisAgreement, provided, however, that if such claims are caused by or result from theconcurrent negligence of (a) the Utility and (b) WSDOT, their respective employeesand/or officers, or involves those actions covered by RCW 4.24.115, this indemnityprovision shall be valid and enforceable only to the extent of the negligence of the Utilityor WSDOT, and provided further, that nothing herein shall require the Utility or WSDOTto hold harmless or defend the other or its employees and/or officers from any claimsarising from that Party’s sole negligence or that of its employees and/or officers.FURTHER BY MUTUAL NEGOTIATION, the Parties agree that their obligations underthis Section extend to any claim, demand and/or cause of action brought by, or on behalfof, any of its employees or agents while occupying land as identified in Section 5 orperforming Work on such lands pursuant to this Agreement; therefore, the Parties waivewith respect to one another only, any immunity that would otherwise be available againstsuch claims under the Industrial Insurance provisions of chapter 51.12 RCW. The termsof this section shall survive the termination of this Agreement.

7.1 Disputes: If a dispute occurs between the Utility and WSDOT at any time during theprosecution of the Work, the Parties agree to negotiate at the management level toresolve any issues. Should such negotiations fail to produce a satisfactory resolution,the Parties agree to enter into arbitration and/or mediation before proceeding to anyother legal remedy. Each Party shall be responsible for its own fees and costs. TheParties agree to equally share the cost of a mediator or arbiter.

7.2 Venue: In the event that either Party deems it necessary to institute legal action orproceedings to enforce any right or obligation under this Agreement, the Parties heretoagree that any such action or proceedings shall be brought in the superior court situatedin Thurston County, Washington. Each Party shall be responsible for its own attorney’sfees and costs.

7.3 Termination:

UT1344 Page4of6


7.4.1 Unless otherwise provided herein,the Utility may terminate this Agreement uponthirty (30) calendar days written notice to WSDOT. If this Agreement isterminated by the Utility prior to the fulfillment of the terms stated herein, theUtility shall reimburse WSDOT for all actual direct and related indirect expensesand costs, including mobilization, construction engineering, contractadministration and overhead costs, incurred up to the date of terminationassociated with the Utility Work, as well as the cost of non-cancelableobligations, including any redesign, reengineering or re-estimating, if necessary,to delete the Work, and contractor claims, if any, in accordance with Section 3.Further, the Utility acknowledges and agrees that should it terminate thisAgreement, such termination shall not relieve the Utility from its responsibility todesign, remove, relocate and/or construct its facilities so as not to delay orconflict with WSDOT’s Project. WSDOT agrees to provide to the Utility all Work-related documents upon final payment by the Utility.

7.4.2 Unless otherwise provided herein, WSDOT may terminate this Agreement uponthirty (30) calendar days’ written notice to the Utility. Should WSDOT terminatethis Agreement, the Utility shall reimburse WSDOT for all actual direct andrelated indirect expenses and costs, including mobilization, constructionengineering, contract administration and overhead costs, incurred by WSDOT upto the date of termination associated with the Utility Work. The Utilityacknowledges and agrees that should WSDOT terminate this Agreement, suchtermination shall not relieve the Utility from its responsibility to design, remove,relocate and/or construct its facilities so as not to delay or conflict with WSDOT’sProject. WSDOT agrees to provide to the Utility all Work-related documents uponfinal payment by the Utility.

7.4 Amendments: This Agreement may be amended by the mutual agreement of theParties. Such amendments or modifications shall not be binding unless put in writing andsigned by persons authorized to bind each of the Parties.

7.5 Independent Contractor: Both Parties shall be deemed independent contractors for allpurposes, and the employees of each Party and any of its contractors, subcontractors,consultants, and the employees thereof, shall not in any manner be deemed to be theemployees of the other Party.

7.6 Audit and Records: During the progress of the Work and for a period of not less than six(6) years from the date of final payment, both Parties shall maintain the records andaccounts pertaining to the Work and shall make them available during normal businesshours and as often as necessary, for inspection and audit by the other Party, State ofWashington, and/or Federal Government and copies of all records, accounts, documentsor other data pertaining to the Work will be furnished upon request. The requesting Partyshall pay the cost of copies produced. If any litigation, claim or audit is commenced, therecords and accounts along with supporting documentation shall be retained until anylitigation, claim or audit finding has been resolved even though such litigation, claim oraudit continues past the six-year retention period.

7.7 Working Days: Working days for this Agreement are defined as Monday through Friday,excluding Washington State holidays per RCW 1.16.050.

UT1344 Page5of6


In Witness Whereof, the parties hereto have executed this Agreement as of the day and yearlast written below.

. Washington StateRequesting Entity

Department of TransportationBy: By:

Printed: Robert Severns Printed:

Title: Mayor of Oak Harbor Title:

Date: Date:

Approved as to FormBy:

PrintedMa- -h .‘ Vfr -‘

Title: Assistant Attorney General

Date: <7 ?‘ “7

UT1344 Page6of6


UTB 1344

EXHIBIT A

SCOPE OF WORK

The Utility will be responsible to reimburse WSDOT for the Work” which includes the costs of preparationand painting of the 16 inch waterline system brackets, the disposal of the wood coverings and associatedstraps, hangers, pipe sway braces at trusses, pipe expansion joints, and thrust struts at abutments; andthe costs of preparation and painting of the 10 inch waterline system pipe sway braces, pipe supports andpipe hangers within 6 inches from the bridge truss and overhang connections, as well as the pipeexpansion joint support beam limits shown in the waterline paint details.

The Work will be completed concurrently with WSDOT’s construction project SR 20 /Deception Pass andCanoe Pass Bridges — Painting & Special Repair. The Work is necessary to protect the pipeline andhangars from corrosion.

The Specifications for the Work include:

1. For the 10” and 16” waterline systems on both bridges, portions of the existing pipe sway braces,pipe supports and pipe hangers within 6 inches from the bridge truss and overhang connections,as well as the pipe expansion joint support beam limits shown in the waterline paint details, willbe blasted to bare metal and painted per Standard Specification 6.07.3(1 0).

2. The remainder of the 10” waterline system on both bridges will be protected from paintingoperations.

3. The remainder of the 16” waterline system on both bridges will also be prepared and painted perStandard Specification 6.07.3(10), except that cleaning methods will be limited to SSPC-SP1(Solvent Cleaning) and SSPC-SP2 (Hand Tool Cleaning). The existing waterline pipe systemcomponents to be painted shall include the insulated waterline pipes, pipe supports and thruststruts at abutments, pipe hangers at the truss overhangs, pipe sway braces at the trusses, pipeexpansions joint support system, pipe flexible couplings and insulated air release valves.

4. Existing timber coverings and associated metal straps on the 16” waterline will be removedbefore surface preparation of the waterline system components. Repairs to existing anchor boltsfor the pipe thrust struts, if needed, shall be complete before surface preparation and painting ofthe thrust struts.

5. The Parties will define and adhere disconnect and/or reconnection requirements, includingnotification and response to ensure the work is not interrupted.

UTB 1344ExhibitA PAGE 1 of 1


EXHIBIT B

UTB 1344

ItemItem Description Qty Unit Cost COST

1 Canoe Pass bridge Mobilization 8% of Item No. 2 1 $7,000.00 $7,000.00Canoe Pass bridge Clean, Prep & Paint 16 inch waterline & components

2 . . . . . 3500 $25.00 $87 500.00/Prep & Paint 10 inch pipe sway braces, pipe supports and pipe hangers

Canoe Pass bridge Construction Engineering Costs 8% of Item No.1 &No.2

1 $7,560.00 $7,560.00

Subtotal4 $102,060.00

6 Tax 8.7% $8,879.227 Total $110,939.228 Overhead 11.78% $13,068.64

9 Total $124,007.86

emItem Description Unit Cost COST

No.Qty

10 Deception Pass bridge Mobilization 8% of Item No. 2 1 $13,600.00 $13,600.00Deception Pass bridge Canoe Pass bridge Clean, Prep & Paint 16 inch

6800 $25.00 $170 000.00waterline & comoonents /Preo & Paint 10 inch oioe sway braces. oioeDeception Pass bridge Construction Engineering Costs 8% of Item No.1& No.2

12 1 $14,688.00 $14,688.00

Subtotal$198,288.00

14 Tax 8.7% $17,251.06

15

________

Total $215,539.06Overhead 11.78% $25,390.50

17 ITotal $240,929.56

Lump sum total of Canoe Pass Item No. 9 & Deception Pass Item No. 17 $364,937.421

UTB 1344 Exhibit B Page 1 of 1


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City Council agenda - Oak Harbor

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