CITY OF PORT ST LUCIE

CITY OF PORT ST LUCIECOUNCIL AGENDA MEMORANDUM

Agenda Item #: 11A

Meeting Date: August 28, 2017

TO:

Mayor and City, oui cil

VIA:

Russ Blackburn, City ManagerPatricia Roebling, P.E., Assistant City Man •;er

FROM:

Patricia A. Tobin, AICP, Director of Planning d

Agenda Item:

Resolution: Community Boulevard at Riverland Parcel A -Phase 1 Preliminary and Final Plat (P16-206)

Submittal Date:

8/11/2017

STRATEGIC PLAN LINK: The City's Mission to plan for smart and balanced growth.

BACKGROUND: This application is for a preliminary/final plat and construction plansfor the proposed extension of Community Boulevard approximately 3,046 feet to thesouth of the intersection of Discovery Way and Community Boulevard.

ANALYSIS: See attached staff report.

FINANCIAL INFORMATION: N/A

LEGAL INFORMATION: The resolution was approved as to form by attorney ElizabethHertz for City Attorney O. Reginald Osenton on August 4, 2017.

NOTICE/ADVERTISING: N/A

STAFF RECOMMENDATION: On June 28, 2017, the Site Plan Review Committeerecommended approval of the preliminary/final plat and construction plans.

SPECIAL CONSIDERATION: N/A

PRESENTATION INFORMATION: Staff may provide a short presentation.

P16-206 Community Boulevard at Riverland Parcel A - Phase 1

REQUESTED MEETING DATE: 8/28/2017

LOCATION OF PROJECT: This property is located south of the intersection of DiscoveryWay and Community Boulevard.

ATTACHMENTS: Resolution, staff report, and recommendation.

A

28 nom.

P16-206 Community Boulevard at Riverland Parcel A - Phase 1

RESOLUTION NO. 17-R55

COUNCIL ITEM

1 1 ADATE

8/28/17

A RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT ANDCONSTRUCTION PLANS FOR COMMUNITY BOULEVARD AT RIVERLAND PARCEL A- PHASE 1 WITHIN THE CITY OF PORT ST. LUCIE, FLORIDA ON THE REQUEST OFRIVERLAND DEVELOPMENT COMPANY, LLC (P16-206); PROVIDING FORCONFLICTS; PROVIDING FOR SEVERABILITY; AND PROVIDING AN EFFECTIVEDATE.

WHEREAS, the City of Port St. Lucie, Florida has been requested by Riverland

Development Company, LLC, acting as agent for the City of Port St. Lucie to approve the

preliminary and final plat and construction plans for Community Boulevard at Riverland

Parcel A - Phase 1, within the City of Port St. Lucie, Florida; and

WHEREAS, a performance guarantee covering the cost of the required

improvements, as set forth in the mutually agreed upon approved cost estimate, has been

submitted to the City; and,

WHEREAS, the plat conforms to Section 156, Port St. Lucie City Code, and meets

all State requirements for such plats; and

WHEREAS, the Site Plan Review Committee, on June 28, 2017 recommended

approval of the preliminary and final plat and construction plans (P16-206).

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Port St.

Lucie as follows:

Section 1. That the City Council hereby approves the preliminary and final plat and

construction plans for Community Boulevard at Riverland Parcel A - Phase 1, within the

City of Port St. Lucie, Florida, said plat being offered by the City of Port St. Lucie as owner

and title holder of said property and as prepared by Perry C. White., as designated on the

attached said Plat.

Page 1 of 2

P16-206. Community Boulevard at Riverland Parcel A-Phase 1

RESOLUTION NO. 17-R55

Section 2. That the Mayor and City Clerk of the City of Port St. Lucie, Florida, are

hereby authorized to countersign the said plat so it may be properly recorded in the public

records of St. Lucie County, Florida.

Section 3. If any Resolution, or parts of any Resolution, are in conflict herewith, this

Resolution shall control to the extent of the conflicting provisions.

Section 4. The provisions of this Resolution are intended to be severable. If any

part of this Resolution is determined to be void or is held to be illegal, invalid, or

unconstitutional by a Court of competent jurisdiction, then the remainder of this Resolution

shall remain in full force and effect and this Resolution shall nevertheless stand and be

construed as if the illegal or invalid part or portion had not been included herein.

BE IT FURTHER RESOLVED that this Resolution shall take effect immediately

upon its adoption.

PASSED AND APPROVED by the City Council of the City of Port St. Lucie, Florida,

this 28th day of August, 2017.

CITY COUNCILCITY OF PORT ST. LUCIE

BY:Gregory J. Oravec, Mayor

ATTEST:

Karen A. Phillips, City Clerk

APPROVED AS TO FORM:

O. Reginald Osenton, City Attorney

Page 2 of 2

P16-206. Community Boulevard at Riverland Parcel A -Phase 1

City of Port St. LuciePlanning and Zoning Department

A City for All Ages

TO:

CITY COUNCIL - MEETING OF AUGUST 28, 2017

FROM:

ANNE COX, ASSISTANT DIRECTOR OF PLANNING AND ZONING

RE:

COMMUNITY BOULEVARD AT RIVERLAND PARCEL A - PHASE 1PRELIMINARY AND FINAL SUBDIVISION PLAT APPLICATIONPROJECT NO. P16-206

DATE:

AUGUST 11, 2017

APPLICANT: Mike Fogarty of Riverland Development Company, LLC.

OWNER: City of Port St. Lucie

LOCATION: The Community Boulevard right-of-way extending approximately 3,046feet to the south of the intersection of Discovery Way and Community Boulevard.

LEGAL DESCRIPTION: A portion of Parcel 24, Southern Grove Plat No. 3 and a parcelof land lying in Sections 15, 16 and 22, Township 37 South, Range 39 East, St. LucieCounty, Florida.

SIZE: 9.176 acres

EXISTING ZONING: Riverland/Kennedy DRI Parcel A MPUD and St. Lucie County AG-5.

EXISTING USE: Vacant land

SURROUNDING USES:

Future Land Use Zoning Existing Use

N NCD MPUD RoadwayS NCD SLC AG-5 Vacant landE NCD SLC AG-5 Vacant land

W NCD MPUD Vacant land

P16-206. Community Boulevard at Riverland Parcel A - Phase 1

PROPOSED PROJECT: The proposed preliminary and final plat application includesconstruction plans for the proposed extension of Community Boulevard to the south.Riverland Development Company will construct the first two lanes within the westernhalf of the right-of-way with 8 foot wide sidewalks on both sides.

IMPACTS AND FINDINGS:

The project has been reviewed for compliance with Chapter 160.01, City Code,regarding provision of adequate public facilities and documented as follows:

Sewer/Water Service: Not applicable

Transportation: Per the Riverland/Kennedy DRI development order, contracts arerequired to be let for this roadway improvement prior to the issuance of any buildingpermits within the DRI.

Parks/Open Space: Not applicable

Storm Water. The construction plans include paving and drainage plans that are incompliance with the adopted level of service standard.

Solid Waste: Not applicable

Environmental: The property was previously agricultural land.

STAFF RECOMMENDATION:

The Site Plan Review Committee reviewed the request at their meeting of June 28,2017 and recommended approval.

P16-206. Community Boulevard at Riverland Parcel A - Phase 1

GENERAL LOCATION

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CITY OF PORT ST LUCIEPLANNING & ZONING DEPT.

SUBDIVISION PLAT

COMMUNITY BOULEVARD

RIVERLANDIKENNEDY PARCEL A. PHASE 1

7/24/2017PPi I CA; ION NUMBER:

P16-206LSER

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PARCEL

FUTURE LAND USE

PARCEL'

PAR,

PARCEL Z

PROPERTY- ..

rv,DISCOVERY WAY

PARCEL 2a

PARCEL _A

CT R2+

PARCEL aA

SUBJECT

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PARCEL

CITY OF PORT ST. LUCIEPLANNING & ZONING DEPT.

SUBDIVISION PLAT

COMMUNITY BOULE/ARD

RIVERLAND/KEINNEDY. PARCEL 'A' PHASE 1

DATE.7/24/2017

APPLiCATICN NUMBER

P16-206LER

catriciass .ALE.

1 in=500ft

PARCEL

EXISTING ZONING

PARCEL,

PAR'

PARCEL C

PARCEL

MPUD

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PARCEL 24

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MPUD

CITY OF PORT ST. LUCIEPLANNING & ZONING DEPT

SUBDIVISION PLAT

COMMUNITY BOULEVARD

RIVERL ,ND'KENNEDY. PARCEL 'A'. PHASE 1

7/24/2017AP°L:CATiCN NUMBER

P16-206USER

patriciasSuALE

1 in = 500 ft

SUBDIVISION PLAT APPLICATION

ONLY COMPLETE SUBMISSIONS WILL BE PROCESSED

CITY OF PORT ST. LUCLE

P&Z File No. -'7) ^ ` (4'PLANNING & ZONING DEPARTMENT

Fee (Nonrefundable): !I y C C(772)871-5212 FAX: (772)871-5124

Receipt # tl 3`/'I p

PRIMARY CONTACT ENL-'IL ADDRESS: [email protected]

PROJECT NAME: Community Blvd at Riverland Parcel A - Phase 1

LEGAL DESCRIPTION: See Attached

LOCATION OF PROJECT SITE: Community Blvd. south of Discovery Way

PROPERTY TAX I.D. NUMBER:

CIRCLE ONE:

PRELIMINARY

FINAL.

PRELIMINARY & FLNAI,

PROPOSED USE:

Arterial Road

GROSS SQ. FT. OF STRUCTURE(S): N/A

NUMBER OF DWELLING UNITS & DENSITYFOR MULTI-FAMILY PROJECTS:

N/A

UTILITIES & SUPPLIER: N/A

GROSS ACREAGE & SQ. FT. OF SITE: 9.176 Acres

FUTURE LAND USE DESIGNATION: NCD ZONING DISTRICT:

OWNER(S) OF PROPERTY:

City of Port St. LucieNAME, ADDRESS, TELEPHONE & FAX NO. 121 S.W. Port St. Lucie Blvd.

Port St. Lucie, FL 34984

APPLICANT OR AGENT OF OWNER:

Riverland Development Company, LLC; Michael Fogarty

NAME, ADDRESS, TELEPHONE & FAX NO. 1600 Sawgrass Corp. Pkwy, Suite 400, Sunrise, FL 33323954-753-1730 / 561-441-8029; Fax: 954-825-4800

PROJECT ARCHITECT/ENGINEER:(FIRM, ENGINEER OF RECORD

Henry Deibel, JR., P.E.Arcadis Us, Inc.

FLORIDA REGISTRATION NO., CONTACTPERSON, ADDRESS, PHONE & FAX No.)

FL Registration No. 50449; 1500 Gateway Blvd. Suite 200,Boynton Beach, FL 33426; 561-697-7000 Ph; 561-369-4731 Fx

- I HEREBY AUTHORIZE THE ABOVE LISTED AGENT TO REPRESENT ME. I GRANT THE PLANNING DEPARTMENTPERMISSION TO ACCESS THE PROPERTY FOR INSPECTION.

- I FULLY UNDERSTAND THAT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND THE COMMENCEMENT OF ANYDEVELOPMENT ALL PLANS AND DETAIL PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PURSUANT TOSUBDIVISION REGULATIONS CHAPTER 156.

;VOTE: Signature on this application acknowledges that a certificate of concurrency for adequate public facilities as needed to service thisproject has not yet been determined. Adequacy of public facility services is not guaranteed at this stage in the development review process.Adequacy for public facilities is determined through certification of concurrency and the issuance of final local development orders as maybe e ssad' fc r this project to be determined base on the application material submitted.

-\,!vN S SIGNATURE

HAND PRINT NAME

TITLE

DATE

Page 1 of 5

COMMUNITY BOULEVARD AT RIVERLANDPARCEL A - PHASE 1

BEING A REPLAT OF A PORTION OF PARCEL 24, SOUTHERN GROVE PLAT NO. 3, ASRECORDED IN PLAT BOOK 61, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDAAND BEING A PARCEL OF LAND LYING IN SECTIONS 15, 16 AND 22, TOWNSHIP 37 SOUTH,

RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA

COUNCIL ITEM//IDATE ,,,02'-j 7

LEIWDESCRIPTIONBEING A REPLAT OF A PORTION OF PARCEL 24, SOUTHERN GROVE PLAT NO. 3, ASRECORDED IN PLAT BOOK 61, PACE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDAAND BEING A PARCEL OF LAND LYING IN SECTIONS 15, 16 AND 22, TOWNSHIP 37 SOUR,RANGE 39 EAST, CITY Of PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA, BONG MOREPARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF TRACT R-2, SOUTHERN GROVE PLAT NO. 4, ASRECORDED IN PLAT BOOK 56, PAGE 18 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,FLORIDA, SAID POINT ALSO BEING ON THE WEST RIGHT-OF-WAY LINE OF COMMUNITYBOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK 2418, PAGE 2671, SAD PUBLICRECORDS; THENCE S89'51 '49E, ALONG THE SOUTH RIGHT-OF-WAY UNE OF SAID COMMUNITYBOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK 2418, PAGE 2671, A DISTANCE OF150.00 FEET; THENCE SOO'05'34'W, ALONG THE EAST RIGHT-OF-WAY OF COMMUNITYBOULEVARD AS RECORDED IN OFPCUL RECORDS BOOK 2899, PAGE 2933, SAD PUBUCRECORDS, A DISTANCE OF 532.53 FEET TO THE POINT OF CURVATURE OF A CURVE,CONCAVE EASTERLY, HAVING A RADIUS OF 2,065.00 FEET AND A CENTRAL ANGLE OF1044'31'; THENCE ALONG THE EAST RIGHT-OF-WAY OF COMMUNITY BOULEVARD ASRECORDED IN OFFICIAL RECORDS BOOK 3935, PAGE 2995, SAID PUBLIC RECORDS, FOR THEFOLLOWING THREE (3) DESCRIBED COURSES, SOUTHERLY. ALONG THE ARC OF SAID CURVETO THE LEFT. A DISTANCE OF 387.15 FEET TO A POINT OF REVERSE CURVATURE WITH ACURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2,215.00 FEET AND A CENTRAL ANGLE OF1044'31 '; THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCEOF 415.27 FEET; THENCE 50005'34'41, A DISTANCE OF 1,329.69 FEET; THENCE N89'54'26'W,A DISTANCE OF 150.00 FEET; THENCE NOG'05 '34'E, ALONG THE WEST RIGHT-OF-WAY OFCOMMUNITY BOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK 2899, PAGE 2933, SAIDPUBLIC RECORDS, A DISTANCE OF 1,329.69 FEET; FEET TO THE POINT OF CURVATURE OF ACURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2,065.00 FEET AND A CENTRAL ANGLE OF1044'31'; THENCE NORTHERLY, ALONG THE WEST RIGHT-OF-WAY OF COMMUNITY BOULEVARDAS RECORDED IN OFFICIAL RECORDS BOOK 3902, PAGE 503. SAID PUBUC RECORDS, FORTHE FOLLOWING THREE (3) DESCRIBED COURSES, ALONG THE ARC OF SAID CURVE TO THELEFT, A DISTANCE OF 387.15 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE,CONCAVE EASTERLY, HAVING A RADIUS OF 2,215.00 FEET AND A CENTRAL ANGLE OF1044'31'; THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCEOF 415.27 FEET; THENCE NOVGS '34'E, A DISTANCE OF 532.64 FEET TO THE POINT OFBEGINNING.

CONTAINING 9.176 ACRES, MORE OR LESS.

CFRTIFIGATION OF OWNERSHIP&DEDICATIONSTATE OF FLORIDACOUNTY OF ST. LUCIE

THE CITY OF PORT ST. LUCIE, A MUNICIPLAL CORPORATION OF THE STATE OF FLORIDAOWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS COMMUNITY BOULEVARD ATRIVERLAND PARCEL A - PHASE 1, BEING IN ST. LUCIE COUNTY, FLORIDA, NAVE CAUSED SAIDLANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES ASFOLLOWS:

COMMUNITY BOULEVARD, SHOWN ON THIS PLAT IS DEDICATED TO THE CITY OF PORT SF,LUCIE, A MUNICIPAL CORPORATION OF THE STATE OF FLORIDA, FOR THE BENEFIT OF THEPUBUC FOR ROAD RIGHT-OF-WAY PURPOSES.

IN WITNESS WHEREOF, THE ABOVE NAMED CITY OF PORT ST. LUCIE HAS CAUSED THESEPRESENTS TO BE SIGNED BY ITS MAYOR, THIS _ DAY OF . 2017.

STATE OF FLORIDACOUNTY OF ST. LUCIE

TIE FOREGOING CERTIFICATE OF OWNERSHIP WAS ACKNOWLEDGED BEFORE If THISDAY OF , 2017 BY GREGORY J. ORAVEC, AM) FE

ACKNOWLEDGED TO AND BEFORE M THAT FE EXECUTED SAID INSTRLAENT ASMAYOR OF SAID CITY OF PORT ST. LUCIEFE IS ( ) PERSONALLY KNOWN TO NE, OR I I HAS PRODUCEDAS IDENTIFICATION AND DID TAKE AN OATH

NOTARY PULIC:_-

PRINT NAME:

MY COABAISSSION EXPIRES

CITY OF PORT SC LUCIE HEREBT:

II ACCEPTS TIE DEDICATIONS OF COAABITY BOULEVARD AS SET FORTH WON TIEWITHIN PLAT AND SPECIFICALLY DEDICATED TO CRY OF PORT ST, LUCIE

2) CONSENTS TO THE PLATTING OF TIE LANDS FEREIM

DATED THIS -SAY OF , 2017.

GREGORY J. ORAVEC, MAYOR

WITNESS

WITNESS

PRINT AMC PRINT NAME:


TIE FOREGOING CERTIFICATE OF OWNERSHIP WAS ACKNOWLEDGED BEFORE If THISDAY CF , 2017 BY GREGORY J. ORAVEC, AN) FE

ACKNOWLEDGED TO MD BEFORE NE THAT FE EXECUTED SAID INSTRUMENT ASMAYOR OF SAID CITY OF PORT ST. LUCIEFE IS ( ) PERSONALLY KNOWN TO AE, OR ( ) HAS PRODUCEDAS IDENTIFICATION AM) DID TAKE AN OATH

TITLE CERTIFICATIDI!TIE UNDERSIGNED, FIDELITY NATIONAL TITLE INSURANCE COMPANY, A CALIFORNIACORPORATION , A TITLE INSURANCE COWRY AS DULY LICENSED IN IRE STATE OFFLORIDA BY AN ATTORNEY LICENSED TO PRACTICE IN FLORIDA, DOES HEREBY COPETHAT, AS OF __-, 2017 AT _WAR

W TIE RECORD TITLE TO TIE LAN) AS DESCRIBED ADD SOWN OF THIS COMMUNITYBOULEVARD AT RIAERLAND PARCEL A - PHASE 1 IS IN TIE NAVE OF THE CRY OFPORT ST. LUCIE, A MUNICIPAL CORPORATION OF THE STATE OF FLORIDA TIEENTRY EXECUTING TIE DEDICATION

18) THERE APE NO MORTGAGES OF RECORD.

IC) PURSUANT TO FLORIDA STATUTE 197.192 ALL TAXES HAVE BEEN PAID THROUGH HEYEAR 2016.

DATED THIS DAY OF

.2017.

FIDELITY NATIONAL TITLE INSURANCE COWARTA CALIFORNIA CORPORATION AS DAY LICENSED IN TIE STATE OF FLORIDA

BY: DATED:GEORGE TELLED VICE PESICENT

IT IS IEREHY CERTIFIED THAT THIS PAT OF COMMUNITY BOULEVARD AT RNERLA NDPARCEL A - PHASE 1, HAS BEEN OFFICIALLY APPROVED FOR RECORD BY TIE CITYCOUNCIL OF THE CITY OF PORT ST. LUCIE AND ALL DEDICATIONS HEREIN ARE ACCEPTEDTHIS ____ DAY OF 2017.

CITY OF PORT ST. LUCIE

ATTEST:

GREGORY J. ORAVEC MAYOR

KAREN A. PHILIPS, CITY CLERK

ClFINKS FFCCIDOCImTFICNTF

STATE OF FLORIDACOMITY Of ST. LUCIE

I JOSEPH E. SMITH CLERIC OF TIE CIRCUIT COAT OF ST. LUCIE. FLORIDA, DO HEREBYCERTIFY THAT THIS PLAT HAS BEEN EXM@ED, AND THAT IT COFLES IN FORM WITHALL THE REOJIREHE TUTS Of THE LAWS CF FLORIDA PERTAINING TO MAPS AND PLATSMD THAT THIS PLAT WAS BEEN FILED FOR RECORD IN RAT BOO( PACES ___ OF TIE PUBLIC RECORDS CF ST. LUCIE CCUHTY, FLORIDA. THIS

. DAY OF -_^ 2017.

CERTIFICATE OF SEINEYCA MD MAPPER

THIS IS TO CERTIFY THAT TIE PLAT AS SHOWN HEREON IS A TRUE ADO CORRECTREPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION ANDSEERVISION AND THAT SAID SURVEY IS ACCURATE TO TIE BEST OF MY KNOWLEDGEAND BELIEF; THAT PERMAIFNT REFERENCE MOMENTS (FIRMS) HAVE BEEN SET ANDTHAT PERMANENT CONTROL POINTS P.CP.S) AND LOT CORNER S WILL BE SET UNDER TIEGUARANTEES POSTED WITH TIE CITY COUNCIL OF PORT ST. LUCE FOR TIE REWIREDAFROVEMNTS, AND FURTHER, THAT TIE SURVEY DATA COARJES WITH ALL Of TIER'OUIEAETNTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED. AND IN ACCORDANCEWITH TIE SRVEYIA STANDARDS CCNTADED WITHIN CHAPTER 6GI7-6, FLORIDAAIIMINISTRATIVE CODE, SET FORTH BY TIE FLORIDA BOAR) OF SURVEYORS ANDMAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AN) ODINMEES OF TIECITY CF PORT ST. LUCIE, FLORIDA, THIS DAY Of

2017.

FERRY C. WHITEPROFESSIONAL SURVEYOR & MAPPERFLORIDA REGISTRATION NO.4213SAND & HILLS S.RVEYLNG, INC.8461 LAKE WORTH ROAD, SUITE 410LANE WORM FLORIDA 33467

9RYEYORS LL]TES

I) BEARINGS SHOWN HEREON ARE BASED ON THE STATE PLANE GRID, FLORIDA EASTZONE, THE SOUTH UNE OF SOUTHERN GROVE PLAT NO. 4, PLAT BOOK 56, PAGE 18,PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA HAVING A BEARING OF SOUTH84'50'39' EAST AND ALL OTTER BEARINGS BENS RELATIVE THERETO.

2)NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS TIE OFFICIAL DEPICTIONOF TIE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BESUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEPLAT.

3) THERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLATTHAT MAY BE FORD IN TIE PUBUC RECORDS OF THIS COLMY.

4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AID DECIMALS THEREOF.

51 THIS PLAT HAS BEEN REVIEWED FOR CORFOMITY TO CHAPTER 177, PART I, FLORIDASTATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDERCONTRACT WITH TIE CITY OF PORT ST. LUCE.

COMMISSIONNUMBER


APFROVN CF CITY CONCRSTATE OF FLORIDACOUNTY OF ST. LUCIE

BY: DATE:GREGORY J. CRAVED, MAYOR

WITNESS:

WITNESS:

PRINT NAME: PRINT NAME:

NOTARY FUFLIC

PRINT NAIVE_

MY COMMISSION SPITES

JOSEPH E. SMITH CLERK OF TIE CIRCUIT COURTST. LUCIE COUNTY, FLORIDA

COMMISSIONNUMBER:

PLAINNG & ZONING PROECT N.EBER P 16-206

CLERK OF

CITY OF LOCATION MAPNOT TO SCALE

THIS INSTRUMENT PREPARED BYPERRY C. WHITE, P.S.M. 4213,

STATE OF FLORIDASAND & HILLS SURVEYING, INC.

8461 LAKE WORTH ROAD, SUITE 410LAKE WORTH, FLORIDA 33467 LB-7741

CIRCUIT COURT

PORT ST. LUCIE

SURVEYOR

SH0248

SHEET 1 OF 3

COMMUNITY BOULEVARD AT RIVERLANDPARCEL A -PHASE 1



SCALE: 1" = 40'

SH0248

SHEET 2 OF 3

WEST LINE OFEAST UNE OF RIGHT-OF-WAY

SOUTHERN GROVE PLAT NO. 3O.R.B. 3935 PG. 2995

P.B. 61, PG. 17

oa R.206500' x,10'44'31' L•387.15'

1L- mot

SOO'05 '3419 532.53 '

COMMUNITY BOULEVARD(150 ' RIGHT-OF-WAY)

WEST LINE OF RIGHT-OF-WAYO.R.B. 3902 PGS. 503

Qz( C0 8 20

40

80

120

SCALE: 1" = 40'

PARCEL 4A

SOUTHERN GROVE PLAT NO. 4P.B. 56, PG. 18

SW DISCOVERY WAYE/W#1 (150 ' R/W)O.R.B. 2899 PG. 2933

UTILITY SITE 1O.R.B. 3935 PG. 2995

TRACT R-1P.B. 61, PG. 17 - - -

EAST UNE OF RIGHT-OF-WAY O.R.B. 2899 PG. 2933

NOO'05 '34'E

532.64'

TRACT R-1^P.B. 56, PG. 18

LIMITS OF PLAT

SOUTH UNE OFCOMMUNITY BOULEVARD

O.R.B. 2418, PAGE 2671

SOO'05 '34Y1 532.59 '

KEY MAPNOT TO SCALE

n - SET PERMANENT REFERENCE MONUMENT5/8' IRON ROD WITH CAP LB7741

q - FOUND PERMANENT REFERENCE MONUMENT5/8' IRON ROD WITH CAP LB4286

• - SET PERMANENT CONTROL POINTNAIL WITH 1.25 ' DISK STAMPED LB.7741

q - FOUND PERMANENT CONTROL POINTNAIL WITH 1.25 ' DISK STAMPED LB.7741

A

- DELTA ANGLEB .E. - BUFFER EASEMENTCB - CHORD BEARINGCH - CHORD DISTANCEQ - CENTERLINE

D.B. - DEED 6001D.E. - DRAINAGE EASEMENT

F.P.L. - FLORIDA POWER & LIGHTL - ARC LENGTH

L.A.E. - LIMITED ACCESS EASEMENT

LEGEND:

LEGEND:N.R. - NOT RADIAL

N.T.S. - NOT TO SCALEO.R.B. - OFFICIAL RECORD BOOKP.B. - PLAT BOOKP.CP. - PERMANENT CONTROL POINTPG. - PAGE

P.O.B. - POINT OF BEGINNINGP.O.C. - POINT OF COMMENCEMENTP.A.C. - POINT OF REVERSE CLRVATIMEP.S.M. - PROFESSIONAL SURVEYOR AND MAPPERP.U.D. - PLANNED UNIT DEVELOPMENT

R

- RADIUSRAD - RADIALR/W - RIGHT-OF-WAYS.T. - SURVEY TIEU.E. - UTILITY EASEMENT

WEST LINE OFI

SOUTHERN GROVE PLAT NO. 3- -

-P.B.B. 61, PG. , 17

A_10'44'31'

L=401.21 '- R=2140 .C00

CH=400.62 'Q

B,S05'16 '41'E

-

-J

IU

aI NOO'05 '34'E

1329,69 '

16

21

SECTION CORNER NOT FOUND.LOCATION BASED ON THAT SURVEY

WEST UNE OF RIGHT-OF-WAY

PREPARED BY CULPEPPER & TERPENING,O.R.B. 2899 PC. 2933

JOB NO. 13-178I?

E,

EAST LINE SECTION 16-37-39

75.00 ' WIDE RW(COMMUNITY BOULEVARD)

RELEASED O.R.B. 3902 POS. 376

40


SECTION 16TOWNSHIP 37 SOUTH

RANGE 39 EAST

-

1522



8461 LAKE WORTH ROAD, SUITE 410LAKE WORTH, FLORIDA

33467 LB-77418o 120

COMMUNITY BOULEVARD AT RIVERLANDPARCEL A - PHASE 1



Qz0 8 20

40

80

120

SCALE: 1" = 40'

SOUTHERN GROVE PLAT NO. 3LIMITS OF PLAT

P.B. 61, PG. 17

S00'015'34111 1329.69'

EAST LINE OF RIGHT-OF-WAYO.R.B. 3935 PG. 2995 \

WEST UNE OFSOUTHERN GROVE PLAT NO. 3

P.B. 61, PG. 17


WEST UNE OF RIGHT-OF-WAYO.R.B. 2899 PG. 2933

NOO'05'34'E 1329.69 '

\

75.00 ' WIDE RW` (COMMUNITY BOULEVARD) -

RELEASED O.R.B. 3902 PCS. 376

(UNPLATTED)SECTION 21

TOWNSHIP 37 SOUTHRANCF 39 FAST

EAST LINE SECTION 21-37-39 N00'05'34'E

1329.89 '



8461 LAKE WORTH ROAD, SUITE 410LAKE WORTH, FLORIDA 33467 LB-7741

LIMITS OF PLAT

8

- - _ -

• R

• °toZ m

i

LEGEND:

n - SET PERMANENT REFERENCE MONUMENT5/8' IRON ROD WITH CAP LB7741

q - FOUND PERMANENT REFERENCE MONUMENT5/8' IRON ROD WITH CAP L84286

• - SET PERMANENT CONTROL POINTNAIL WITH 1.25' DISK STAMPED LB.7741

q - FOUND PERMANENT CONTROL POINTNAIL WITH 1.25' DISK STAMPED L.8.7741

- DELTA ANGLEB.E. - BUFFER EASEMENTCB - CHORD BEARINGCH - CHORD DISTANCEQ - CENTERLINE

D.B. - DEED BOOKD.E. - DRAINAGE EASEMENT

F.P.L. - FLORIDA POWER & LICHTL - ARC LENGTH

LAE. - LIMITED ACCESS EASEMENTN.R. - NOT RADIAL

N.T.S. - NOT TO SCALEO.R.B. - OFF1CWL RECORD BOOKP.B. - PLAT BOOKP.CP. - PERMANENT CONTROL POINTPG. - PAGE

P.OR. - POINT OF BEGINNINGP.G.C. - POINT OF COMMENCEMENTP.R.C. - POINT OF REVERSE CURVATUREP.S.M. - PROFESSIONAL SURVEYOR AND MAPPERP.U.D. - PLANNED UNIT DEVELOPMENT

R

- RADIUSRAD - RADR/W - RIGHT

IAL-OF-WAY

S.T. - SURVEY TIEU.E. - UTILITY EASEMENT

KEY MAPNOT TO SCALE

SH0248

SHEET 3 OF 3

SOUTHERN GROVE PLAT NO. 3P.B. 61, PG. 17

S00'05'34"W 1329.69'PARCEL MSOUTHERN GROVE PLAT NO. 4

P.B. 56, PG. 18

8.4

TRACT R-IP.B. 56, PG. I

SOUTH UNE OF /

SW DISCOVERY WAYE/W#l (150 ' R/W)O.R.B. 2899 PG. 2933

75.00' WIDE RWO.R.B. 2899 PG. 2933

(COMMUNITY BOULEVARD)

75 WTDE AW

(COMMUNITY BOULEVARD)(COMMUNITY BOULEVARD)

RELEASED O.R.B. 3902 PCS 376RELEASED O.R.8. 3902 F IGS. 376

DEEDED RW O.R.B. 3902 PS. 503DEEDED RW O.R.B. 3902 PCS. 503

75.00 ' VIDE RW

-

10' POE

WEST UNEO.R.B. 3935 PG. 2995

P.B. 81, PC. 17

SOUTHERN GROVE PEAT NO. 3-

- -

-

(COMMUNITY BOULEVARD)

-

- - P.B. 61, PG. 17

RIGHT-OF-WAYO.R.B. 39335 PG. 2995

COMMUNITY BOULEVARD

75.00 ' WIDE RW(COMMUNTTY BOUIEVA

(150 ' RIGHT-OF-WAY)

O.R.B. 2899 PG. 2933

COMMUNITY BOULEVARD(COMMUNITY BOULEVARD)

.•

°°

N00'OY34'E 1329.69'

(150' RIGHT-OF-WAY)

5000Ss, 0NN

co

E/W#1 RIGHT-OF-WAYO.R.B. 3902 PC. 456

WCOMMUNITY BOULEVARD

•O.R.A. 2418. PAGE 2671

p0

M) O

U,N

NOO'05 '34E

532.64R=221 5.00A=10'44'31''

L=415.27'

TRACT R-2P.B. 56, PG. 18

P.O.B.E COORNER OF TRACT R-2

SOUTHERN GROVE PLAT NO. 4P.B. 56, PG. 18 (UNPLATTED)

R=2065.00

7500 ' WIDE RW

16 - 21

SECTION CORNER NOT FOUND.COMMUNITY BOULEVARD)

LOCATION BASED ON THAT SURVEYA.10'44'31.

R ASED O.R.B. 3902 F IGS. 376

PREPARED BY

1 EO5 TERPENING,

- 1=3$7. 15 _ -- - - - - - - - - - - - - - - - - - - -



(UNPLATTED)RANGE 39 EAST RAKE 39 EAST

EAST UNE SECTION 21-37-39

SIJ EOIE(sS ELEORT:1. THIS SKETCH OF BOUNDARY SURVEY IS PREPARED FOR OVERLAND ASSOCIATES I L.L.L.P. AND IS NOT ASSIGNABLE.2. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA UCENSEO SURVEYOR AND MAPPER.3. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF THIS COUNTY.4. THIS SKETCH IS THE PROPERTY OF SAND & HILLS SURVEYING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAND & HILLS

SURVEYING, INC.5. NO VISIBLE IMPROVEMENTS ACROSS THE BOUNDARY LINES OF THE SUBJECT PARCEL EXCEPT FOR CATTLE FENCING AND DRAINAGE DITCHES.6. BOUNDARY DIMENSIONS SHOWN ARE PER DESCRIPTION AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED.7. BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (1992 ADJUSTMENT) FLORIDA EAST COAST STATE PLANE COORDINATE SYSTEM (EAST ZONE) ALONG THE SOUTH ONE OF

SOUTHERN GROVE PUT NO. 4 HAVING A BEARING OF SOUTH 89'50'39" EAST, WITH ALL BEARINGS SHOWN HEREON BEING RELATIVE THERETO.8. DESCRIPTION PROVIDED TO THIS SURVEYOR.9. ALL INSTRUMENTS SHOWN HEREON ARE RECORDED IN THE PUBUC RECORDS OF ST. LUCIE COUNTY, FLORIDATO. REFERENCE THAT BOUNDARY SURVEY PREPARED BY CULPEPPER & TERPENING, INC., JOB NO. 13-178, DATED 11/2/13 REV 3/12/15.IL THE EASEMENTS AND RIGHTS-OF-WAY SHOWN HEREON ARE BASED ON THAT TITLE COMMTJENT PREPARED BY CHICAGO TINY INSURANCE COMPANY, EFFECTIVE DALE NOVEMBER 7, 2016 0 11:00 P.R., ORDER

NUMBER 6101315, THE FOLLOWING EXCEPRONS, NUMBERED AS THEY APPEAR IN SAID COMMITMENT, ENCUMBER THE SUBJECT PARCEL UNLESS OTHERWISE NOTED.6. RESERVATION IN FAVOR OF THE BOARD OF EDUCATION OF THE STATE OF FLORIDA CONTAINED IN THAT CERTAIN DEED FROM THE BOARD OF EDUCATION OF THE STATE OF FLORIDA TO

O.L. PEACOCK AND MILDRED VARE PEACOCK HIS WIFE, DATED JUNE 18, 1951 AND FILED IN DEED BOOK 166, AT PAGE 99, IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA ASTO ALL OF SECTION 16, TOWNSHIP 37 SOUTH, RANGE 39 EAST, AS TO AN UNDMDED 3/4 INTEREST IN AND TITLE IN AND TO AN UNDMDED 3/4 INTEREST IN ALL PHOSPHATE MINERALSAND METALS, AND AN UNDMDED 1/2 INTEREST IN AND TITLE IN AND TO ANY UNDMDED 1/2 INTEREST IN ALL PETROLEUM WITH THE PRMLEGE TO MINE AND DEVELOP THE SAME; ALSORESERVING THE RIGHT TO ENTER UPON SAID LANDS AND MAKE OR CAUSE TO BE MADE AND CONSTRUCTED THEREUPON SUCH CANALS, CUTS, SLUICE-WAYS, DIKES AND OTHER WORKS.(NOT PLOTTED)

7. EASEMENT IN FAVOR OF FLORIDA POWER AND OGHT COMPANY, AS RECORDED IN OFFICIAL RECORDS BOOK 444, AT PAGE 600 IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA(PLOTTED)

8. EASEMENT IN FAVOR OF FLORIDA POWER AND LIGHT COMPANY, AS RECORDED IN OFFICIAL RECORDS BOOK 462, AT PAGE 2317 IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA(DOES NOT ENCUMBER)

9. RESERVATIONS AND CONDmONS SET FORTH IN DEED RECORDED IN OFFICIAL RECORDS BOOK 383, AT PAGE 1026 IN THE PUBUC RECORDS OF ST. LUCIE COUNTY, FLORIDA (NOTPLOTTED)

TO. THE NATURE, EXTENT OR EXISTENCE OF RIPARIAN RIGHTS I5 NOT INSURED. (NOT PLOTTED)

11. RIGHT OF WAY OCCUPANCY PERMIT ISSUED TO RIVERLAND GROVES PROPERTY OWNER'S ASSOCIATION, INC., AS RECORDED IN OFFICIAL RECORDS BOOK 1296, AT PAGE 2799 IN THEPUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (DOES NOT ENCMBER)

12. DRAINAGE DITCHES THAT MAY TRAVERSE THE LANDS INSURED, TOGETHER WITH ANY RIGHTS OF OTHERS FOR DRAINAGE PURPOSES AND ANY RIGHTS OF ST. LUCIE COUNTY, OR THE STATEOF FLORIDA TO MAINTAIN SAID DITCHES. (NOT PLOTTED)

13. TERMS, COVENANTS, CONDIONS AND OTHER MATTERS CONTAINED IN ANY UNRECORDED LEASE(S) AND ALL RIGHTS THERE UNDER OF THE LESSEE(S) AND OF ANY PERSON CLAIMING BY,THROUGH OR UNDER THE LESSEE(S). (DOES NOT ENCUMBER)

14. ORDINANCE 04.67- ANNEXING AS RECORDED IN JULY 23, 2004 IN OFFICIAL RECORDS BOOK 2024, AT PAGE 1033; TOGETHER WITH ANNEXATION AGREEMENT

BY

AND

AMONGHORIZONS ACQUISITION 5, LLC; HORIZONS ACQUISITION 2, LLC; ST. LUCIE ASSOCIATES II, LLLP; ST. LUCIE ASSOCIATES III,

LLLP;; ACR PROPERTIES, LLC AND CITY OF PORT ST. LUCIEDATED JULY 19, 2004 AS RECORDED JANUARY 13, 2005 IN OFFICIAL RECORDS BOOK 2137,

AT PAGE 2419, AS AMEND BY SW ANNEXATION AGREEMENT - 3RD AMENDMENTRECORDED IN OFFICIAL RECORDS BOOK 3146. AT PAGE 1445 IN THE

PUBUC RECORDS OF ST. LUCIE COUNTY, FLORIDA (DOES NOT ENCUMBER)

15. NOTICE OF ADOPTION OF A DEVELOPMENT ORDER FOR A DEVELOPMENT OF REGIONAL IMPACT KNOWN AS THE RNERLAND/KENNEDY DEVELOPMENT OF

REGIONAL IMPACT RECORDED INOFFICIAL RECORDS BOOK 2732, AT PAGE 2439 AND AMENDED AND RESTATED IN OFFICIAL RECORDS BOOK 2896, AT

PAGE 1570, AND FURTHER NOTICE OF ADOPTION AMENDMENTRECORDED IN OFFICIAL RECORDS BOOK 3912, PAGE 1611; OFFICIAL RECORDS BOOK

3912, PAGE 1620 AND 3929, PAGE 2923 IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,FLORIDA (DOES NOT ENCUMBER)

16. EDUCATIONAL FACILITIES IMPACT FEE CREDIT AGREEMENT BETWEEN RIVERLAND/KENNEDY, LLP AND THE SCHOOL BOARD OF ST. LUCIE COUNTY, FLORIDA AS RECORDED IN OFFICIALRECORDS BOOK 2841, AT PAGE 440 IN THE PUBUC RECORDS OF ST. LUCIE COUNTY, FLORIDA (DOES NOT ENCUMBER)

17. SETTLEMENT AGREEMENT INCLUDING IMPACT FEE CREDIT AGREEMENT BY AND BETWEEN ST. LUCIE COUNTY, FLORIDA AND RNERLWD/KENNEDY, LLP AS

RECORDED

IN

OFFICIALRECORDS BOOK 2942, AT PAGE 911 IN THE PUBUC RECORDS OF ST. LUCIE COUNTY, FLORIDA (DOES NOT ENCUMBER)

18. TERMS AND COVENANTS SET FORTH IN BOUNDARY UNE AGREEMENT BY AND BETWEEN OVERLAND/KENNEDY, LLP AND ACR PROPERTIES, LLC AS

RECORDED IN OFFICIAL RECORDSBOOK 2856, AT PAGE 2577 IN THE PUBUC RECORDS OF ST. LUCIE COUNTY, FLORIDA (DOES NOT ENCUMBER)

19. IMPACT FEE PRE-PAYMENT AGREEMENT BY AND AMONG OVERLAND/KENNEDY, LIP AND MINTO TOWNPARK, LLC AS RECORDED IN OFFICIAL RECORDS

BOOK 2773, AT PAGE 611, ASREFINED IN OFFICIAL RECORDS BOOK 3302, PAGE 233 IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (NOT PLOTTED)

20. RIGHTS OF GRACE AG CONSULTING, INC., A FLORIDA CORPORATION UNDER AN UNRECORDED CATTLE GRAZING LEASE AGREEMENT BY AND BETWEEN OVERLAND/KENNEDY,

LLP,OVERLAND/KENNEDY II, LLC AND OVERLAND/KENNEDY III, LLC, COLLECTIVELY, AS LANDLORD, AND GRACE AG CONSULTING

INC., AS TENANT, DATED AS OF OCTOBER 1, 2015. (NOTPLOTTED)

21. RESOLURON NO. 2013-127 OF THE ST. LUCIE COUNTY MOSQUITO CONTROL DISTRICT RECORDED IN OFFICIAL RECORDS BOOK 3541, PAGE 1239. ((DOES NOT ENCUMBER)

22. NOTICE OF ENVIRONMENTAL RESOURCE OR SURFACE WATER MANAGEMENT PERMIT, RECORDED IN OFFICIAL RECORDS BOOK 3284, PAGE 783. ((DOES NOT ENCUMBER)

23. TERMS, CONOOONS AND PROVISIONS OF NON-EXCLUSIVE ASSIGNMENT AND ASSUMPTION OF AGREEMENTS, LICENSES, PLANS, PERMITS. CONTRACTS, APPROVALS, AUTHORIZATIONS ANDGENERAL INTANGIBLES AS RECORDED IN OFFICIAL RECORDS BOOK 3592, PAGE 1738. ((DOES NOT ENCUMBER)

24. ASSIGNMENT AND ASSUMPTION OF AGREEMENTS, UCENSES, PLANS, PERMITS, CONTRACTS, APPROVALS, AUTHORIZATIONS AND GENERAL INTANGIBLES RECORDED MARCH 23, 2015 INOFFICIAL RECORDS BOOK 3727, PAGE 895. ((DOES NOT ENCUMBER)

25. RIGHTS OF ROBERT M. CARON UNDER AN UNRECORDED CATTLE GRAZING LEASE AGREEMENT BY AND BETWEEN RIVERLAND/KENNEDY, LIP, AS LANDLORD, AND ROBERT M. CARON, ASTENANT, DATED AS OF JANUARY 1, 2009, AS AMENDED BY THAT CERTAIN FIRST AMENDMENT TO CATTLE GRAZING LEASE AGREEMENT DATED JANUARY 1, 2014 AND SECOND AMENDMENTTO CATTLE GRAZING LEASE AGREEMENT DATED AS OF JANUARY 1, 2015, AND AS PARTIALLY ASSIGNED BY RIVERLAND/KENNEDY, LLP TO RIVERLAND ASSOCIATES I, CLIP BY THAT CERTAINPARTIAL ASSIGNMENT AND ASSUMPTION OF

LEASE

AGREEMENT DATED AS OF MARCH 16, 2016. ((DOES NOT ENCUMBER)

26. MUTT-MODAL EASEMENT (EAST) BY OVERLAND/KENNEDY, LLP; RMERLAND/KENNEDY II, LLC AND OVERLAND ASSOCIATES I, LLP, IN FAVOR OF CITY OF PORT ST. LUCIE AS RECORDEDAUGUST 16, 2016 IN OFFICIAL RECORDS BOOK 3902, PAGE 511. ((DOES NOT ENCUMBER)

27. RESTRICTIONS AND EASEMENTS ACCORDING TO THE PLAT OF SOUTHERN GROVE PLAT NO. 3 AS RECORDED IN PLAT BOOK 61, PAGE 17, PUBUC RECORDS OF ST. LUCIE COUNTY,FLORIDA (PLOTTED)

wSwSOUTHERN GROVE PLAT NO. 4

mP.B. 56, PG. 18

€=

BEING A PORTION OF PARCEL 24, SOUTHERN GROVE PLAT NO. 3, AS RECORDED IN PLAT BOOK 61, PACE 17, PUBLIC RECORDS OFST. LUCIE COUNTY, FLORIDA AND BEING A PARCEL OF LAND LYING IN SECTIONS 15, 16 AND 22, TOWNSHIP 37 SOUTH, RANGE 39EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA, BONG MORE PARTICULARLY DESCRIBED AS FOLLOWS;

BEGINNING AT THE SOUTHEAST CORNER OF TRACT R-2, SOUTHERN GROVE PLAT NO. 4, AS RECORDED IN PLAT BOOK 56, PAGE 18OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID POINT ALSO BONG ON THE WEST RIGHT-OF-WAY UNE OFCOMMUNITY BOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK 2418, PAGE 2671, SAID PUBUC RECORDS; THENCE S89'51'49E,ALONG THE SOUTH RIGHT-OF-WAY UNE OF SAID COMMUNITY BOULEVARD AS RECORDED IN OFF1CLAL RECORDS BOOK 2418, PAGE2671, A DISTANCE OF 150.00 FEET; THENCE SO0'05 '34'N, ALONG THE EAST RIGHT-OF-WAY OF COMMUNITY BOULEVARD ASRECORDED IN OFFICIAL RECORDS BOOK 2899, PAGE 2933, SAID PUBLIC RECORDS, A DISTANCE OF 532.53 FEET TO THE POINT OFCURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,065.00 FEET AND A CENTRAL ANGLE OF 10 '44 ' 31 ' ; THENCEALONG THE EAST RIGHT-OF-WAY OF COMMUNITY BOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK 3935, PAGE 2995, SAIDPUBUC RECORDS, FOR THE FOLLOWING THREE (3) DESCRIBED COURSES, SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THELEFT, A DISTANCE OF 387.15 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF2,215.00 FEET AND A CENTRAL ANGLE OF 1044 '31'; THENCE SOUTHERLY, ALONG THE ARC OF SAD CURVE TO THE RIGHT, ADISTANCE OF 415.27 FEET; THENCE SOO05 '34TW, A DISTANCE OF 1,329.69 FEET; THENCE N89'54 '26 'W, A DISTANCE OF 150.00FEET; THENCE NO005'34'E, ALONG THE WEST RIGHT-OF-WAY OF COMMUNITY BOULEVARD AS RECORDED IN OFFICIAL RECORDSBOOK 2899, PAGE 2933, SAID PUBUC RECORDS, A DISTANCE OF 1,329.69 FEET; FEET TO THE POINT OF CURVATURE OF A CURVE,CONCAVE WESTERLY, HAVING A RADIUS OF 2,065.00 FEET AND A CENTRAL ANGLE OF 10'44'31'; THENCE NORTHERLY, ALONG THEWEST RIGHT-OF-WAY OF COMMUNITY BOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK 3902, PAGE 503, SAID PUBUCRECORDS, FOR THE FOLLOWING THREE (3) DESCRIBED COURSES, ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF387.15 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,215.00 FEET ANDA CENTRAL ANGLE OF 1044'31'; THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 415.27FEET; THENCE N0005 '34'E, A DISTANCE OF 532.64 FEET TO THE POINT OF BEGINNING.

LEGEND

AC - ACRESCALC. - CALCULATEDD.B.- DEED BOOKEND. - FOUNDID - IDENTIFICATIONIRC - IRON ROD AND CAPL.B. - LICENSED BUSINESSMEAS.- MEASUREDO.R.B. - OFFICIAL RECORD BOOKP.B. - PLAT BOOKPG. - PAGEP.O.B. - POINT OF BEGINNINGP.O.C. - POINT OF COMMENCEMENTRW - RIGHT-OF-WAYU.E.- UTILITY EASEMENTW.C. - WITNESS CORNERq - END 5/8" IRON ROD & CAP "PRM LB 4286"0 - SET 5/8" IRON ROD & CAP L.B. #7741

CONTAINING 9.176 ACRES, MORE OR LESS.

LOCATION MAPNOT TO SCALE

SEAL

SKETCH OF BOUNDARY SURVEY

CLIENT: RIVERLAND ASSOCIATES I L.L.L.P.

PROJECT: COMMUNITY BOULEVARD - PHASE 1

2.

3.

4.

REV. ISSUED BOB DESCRIPTION

CONTACT PEDRWTION

SAND & HILLS SURVEYING, INC.8461 LAKE WORTH RD., /410WYE WORTH, FLORIDA 33467Tel: (561) 209-6048

Wh1IRO8And-hills.camWWW.sand-hills.cam

LICENSE BUSINESS NO. 7741

CERLFTCATpk

I HERESY CERTIFY THAT THE SURVEY AS SHOWNHEREON MEETS THOSE STANDARDS CONTAINED INCHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE,FLORIDA STATUTES.

PERRY C. WHITEPROFESSIONAL SURVEYOR & MAPPERFLORIDA REGISTRATION NO. 4213

DATE4/27/17

CHECKED BY:PCW

DRAWN BY:PFJ

FED BOOK / PAGERIVERLAND / 1

PROJECT NUMBERSH0248

DRAFNG NIAIBEC

D0248BD06-BLVD

SHEET 1 OF 1Hills Surveying, Inc. DATE OF SURVEY:

3/7/17

SC!!E1" - 100'

COMMUNITY BOULEVARD

ROADWAY CONSTRUCTION

AT

RIVERLAND • PARCEL A - PHASE 1FOR

RIVERLAND DEVELOPMENTCOMPANY, LLC

INDEX OF SHEETS

SHEET No.

DESCRIPTION

COVER SHEET

2-6

TYPICAL SECTIONS

7

GENERAL NOTES

8-17

PLAN PROFILE SHEETS

18

DETAILS

19-20

DRAINAGE STRUCTURE SHEETS

21-33

CROSS SECTIONS FROM APPROX. 2500 LF SOUTH OF DISCOVERY WAY TOAPPROX. 1000 LF NORTH OF DISCOVERY WAY

ALL MATERIALS AND CONSTRUCTION SHALL CONFORMTO THE LATEST FDOT DESIGN STANDARDS ANDLATEST STANDARD SPECIFICATIONS FOR ROAD AND END PROJECTBRIDGE CONSTRUCTION.

GOVERNING SPECIFICATIONS: FLORIDA DEPARTMENTOF TRANSPORTATION STANDARD SPECIFICATIONSFOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION.

SURVEY DATUM: NAVD 88

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCEWITH AND ARE GOVERNED BY THE STATE OF FLORIDA,DEPARTMENT OF TRANSPORTATION, DESIGN STANDARDS.(BOOKLET DATED JANUARY, 2015)

SLVD3ST. LUCIE WES

LENGTH OF PROJECT

COMMUNITY BLVD. DISCOVERY WAYMILES FEET MILES FEET

ROADWAY 0.65 3431.10 0.066 350.40

BRIDGES 0 0 0 0

NET LENGTH OF

PROJ. 0.65 3431.10 0.066 350.40

EXCEPTIONS 0 0 0 O

GROSS LENGTH OF PROJ. 0.65 3431.10 0.066 350.40

STA. 375*00BECKER ROAD

ST. LUCIE COUNTY LINE

LOCATION MAP

N.T.S.

SEC. 4,9 TWP. 37 S, RGE. 39 E

ARCADIS U.S., INC.1500 GATEWAY BLUVD. SUITE 200. BONYTON BEACH, FLORIDA 33426

(561) 697-7000, FAX (561) 369-4731

ENGINEER'S CERTIFICATION

I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN AREIN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS ANDCRITERIA IN EFFECT ON THIS DATE FOR PALM BEACH COUNTYENGINEERING DEPARTMENT AND THE STATE OF FLORIDADEPARTMENT OF TRANSPORTATION.

DATE:

PROFESSIONAL ENGINEER •

50449

HENRY W. DEIBEL. JR., P.E.

0C

zC

ua

0z

SCALE N.T.S.

APPROVED:H.0.

1 DRAWN: B.F.

CHECKED: H.D.

DATE 4 . 16

f z0H

SHEET:

OR

33

PSL PROJECT No.

P16-206

ARCADIS PROJECT No.

WF900293

1

/STANDARD CLEARING & GRUBBING

75 '

75'

SOD

TYPICAL SECTIONCOMMUNITY BLVD.

STA. 375+00 TO STA. 375+4/STA. 387+50 TO STA. 391+20.61

STRUCTURAL NUMBER CALCULATION

SURFACE: 1.5' FC-12.5

0.663" SP-/2.5

1.32

BASE: STRUCTURAL NUMBER RANGE

1.44 TO 1.80

STABILIZED SUBGRADE

0.96

TOTAL:

4.38 TO 4.74

CONST. 45' RIGHT OF WAY LINE rRIGHT 30'

WHEN THE ROADWAY IS WIDENED TO 4 LANES.THESE LANES WILL BE WIDENED TO 12' ANDTHE 2' SHOULDER ON THE HIGH SIDE WILLBE REMOVED.

' MIN.

6' MIN. TO44'

EDGE OFFACEOF CURB PAVEMENT

II'.TRAVEL TRAVEL

LANE

LANE

FPLGAS

PHONE/CABLEWATER MAIN

CONC. SHAREDUSE PATH(4" THICK)

4:l SLOPE (MAX.)

NEW CONSTRUCTION

SURFACE:

1.5" TYPE FC - /2.5 FRICTION COURSE (W/RUBBER) OVER3" TYPE SP - /2.5 ASPHALTIC CONCRETE STRUCTURAL COURSE

BASE:

8" SHELL ROCK (LBR /00) OR 8" LIMEROCK (LBR /00) OR 6" TYPE B-12.5

SIBGRADE:

/2" STABILIZED SUBGRADE TYPE B (LBR-40)

TYPICAL SECTION NOTES:

I, ALL PAVED AREAS WITHIN THE PROJECT LIMITS WHICH ARENOT SPECIFICALLY COVERED BY A 'TYPICAL SECTION' SHALLBE CONSTRUCTED IN ACCORDANCE WITH THE PAVEMENTSPECIFICATIONS INDICATED HEREON. UNLESS OTHERWISE NOTED.

2. SEE PLAN & PROFILE AND/OR CROSS SECTION SHEETS FORDIMENSIONS. ELEVATIONS AND SLOPES INDICATED AS 'VARIES.

DESIGN SPEED = 45 MPHPOSTED SPEED = 35 MPH

ARCADIS U.S., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426

(561) 697-7000. FAX 1561) 369-4731

NO.j REVISION.

I BY. DATE.TYPICAL SECTION

COMMUNITY BOULEVARD


1600 SAWGRASS CORPORATE PARKWAYSUNRISE, FLORIDA

SCALE.

N.T.S '

APPROVED.

HWD

DRAWN.

B.F.

CHECKED.

HWD

DATE.

5-17

FIELD BOOK NO.

$0)TE$

5TP/E$

YFILE$

PROJECT NO. P16-206

JOB NO. WF900293

2

33

rSTANDARD CLEARING & GRUBBING

75'

75'


STA. 375+4/ TO STA. 384+00STA. 39/+20.6l TO STA. 399+0/.65

NEW CONSTRUCTION

SURFACE:

1.5 ' TYPE FC - 12.5 FRICTION COURSE (W/RUBBER) OVER3" TYPE SP - 12.5 ASPHALTIC CONCRETE STRUCTURAL COURSE

BASE:

8' SHELL ROCK (LBR 100) OR 8" LIMEROCK (LBR 100) OR 6' TYPE 8-12.5

SUBGRADE: 12' STABILIZED SUBGRADE TYPE B (LBR-40


ALL PAVED AREAS WITHIN THE PROJECT UNITS WHICH ARENOT SPECIFICALLY COVERED BY A 'TYPICAL SECTION' SHALLBE CONSTRUCTED IN ACCORDANCE WITH THE PAVEMENTSPECIFICATIONS INDICATED HEREON. UNLESS OTHERWISE NOTED.

SOD

-f RIGHT OF WAY LINE

$ WHEN THE ROADWAY IS WIDENED TO 4 LANES.THESE LANES WILL BE WIDENED TO /2' ANDTHE 2' SHOULDER ON THE HIGH SIDE WILLBE REMOVED.

4:1 SLOPE (MAX.)

MATCH EXIST. GROUND -\

FUTURELANDSCAPE

FPLGAS



4:1 SLOPE (MAX.)

TG^ij, /A a

SURFACE: 1.5' FC-12.53' SP-12.5

STRUCTURAL NUMBERCALCULATION

0.661.32



..0

2. SEE PLAN & PROFILE AND/OR CROSS SECTION SHEETS FORDIMENSIONS. ELEVATIONS AND SLOPES INDICATED AS 'VARIES'.

BASE GROUP 9: STRUCTURAL NUMBER RANGE 1.44 TO 1.80

STABILIZED SUBGRADE

0.96

TOTAL:

4.38 TO 4.74

NO., REVISION. BY.I DATE.

J

I-

SCALE.

N.T.S.

APPROVED.

HWD

DRAWN.

B.F.

CHECKED.

HWD

DATE.

5-17

N.sFIELD BOOK NO.

SDATES

ARCAD1S U.S., INC.1500 GATEWAY BLVD. SUITE 200, BOYNTON BEACH, FL 33426

(561) 697-7000. FAX (561) 369-4731


JOB NO. WF900293

STII.'ES

$FILE£

TYPICAL SECTION

SHEET '

COMMUNITY BOULEVARD

/STANDARD CLEARING & GRUBBING

75 '

75'

SOD

VAR/ES

VARIES/0' 3

(0 ' -I!7

5'

II'

(0 ' -ll ' )

* WHEN THE ROADWAY IS WIDENED T 4 LANES,THESE LANES WILL BE WIDENED TO 12' ANDTHE 2' SHOULDER ON THE HIGH SIDE WILLBE REMOVED.

UE RIGHTTURNLANE

W

v)

TRAVELLANE

y

RIGHT OF WAY LINE-.- I-/0'CLEARZONE

VARIES(5'-16')

45' 30'

CONST. SOD

/5' 8'

-RIGHT OF WAY LINE

10'

UE

MAX.1.5X 3X 3X 2X 4:1 SLOPE (MAX.)

CURB &GUTTERTYPE F


FPLGAS




NEW CONSTRUCT/ON

SURFACE: 1.5' TYPE FC - 12.5 FRICTION COURSE (W/RUBBER) OVER3" TYPE SP - 12.5 ASPHALTIC CONCRETE STRUCTURAL COURSE

BASE:

8" SHELL ROCK (LBR 100) OR 8" L/MEROCK (LBR 100) OR 6" TYPE 8-12.5

SUBGRADE: 12" STABILIZED SUBGRADE TYPE B (LBR-40


0.661.32


STABILIZED SUBGRADE

0.96

TOTAL:

4.38 TO 4.74

SURFACE: 1.5" FC-12.53" SP-I2.5


I. ALL PAVED AREAS WITHIN THE PROJECT LIMITS WHICH ARENOT SPECIFICALLY COVERED BY A ' TYPICAL SECTION' SHALLBE CONSTRUCTED /N ACCORDANCE WITH THE PAVEMENTSPECIFICATIONS INDICATED HEREON. UNLESS OTHERWISE NOTED.

2. SEE PLAN & PROFILE AND/OR CROSS SECTION SHEETS FORDIMENSIONS. ELEVATIONS AND SLOPES INDICATED AS 'VARIES'.



(SCALE.

N.T.S

APPROVED.

HWD

DRAWN.

BE.

CHECKED.

HWD

DATE.

5-17

FIELD BOOK NO.

1047E4


15611 697-7000. FAX (561) 369-4731

TYPICAL SECTION

COMMUNITY BOULEVARD$FILE£


STA. 384+00 TO STA. 387+50

STANDARD CLEARING & GRUBBING

75'

75'RIGHT OF WAY LINE

10'UE

15'SOD

VARIES(0 ' -4 ')

/2TRAVEL

LANE

y

WIDENING

VARIES(0 ' -ll ')

TURNLANE

VARIES(0'-42')

MILLING &RESURFACING

I-

12'

4'1VARIES(3 ' -47 ')

45'-

CL CONST.30'

117'

VARIES(4.5 ' -70') 15 10'

UETRAVELLANE

SOD -RIGHT OF WAY LINE

MAX.

PGL4:! SLOPE (MAX.)

/.5X I.5X

I.5X

3X

3Z

2Z

2X

MATCH EXIST. GROUND- S

FUTURESTREETLIGHT

CURB &GUTTERTYPE F

SURFACE

EXIST. CURB &BASE

GUTTERSUBGRADE

TYPE F (MOD.)TO REMAIN

GAS I IFPL

PHONE/CABLEFORCE MAIN


I. ALL PAVED AREAS WITHIN THE PROJECT LIMITS WHICH ARENOT SPECIFICALLY COVERED BY A ' TYPICAL SECTION ' SHALLBE CONSTRUCTED IN ACCORDANCE WITH THE PAVEMENTSPECIFICATIONS INDICATED HEREON. UNLESS OTHERWISE NOTED.

TYPICAL SECTIONCOMMUNI TY BLVD.

STA. 400+70.66 TO STA. 409+3/

MILLING & RESURFACE

MILLING:

MILL EXISTING PAVEMENT I' MIN. DEPTH

SURFACE:

P TYPE FC - 9.5 FRICTION COURSE (W/RUBBER)

NEW CONSTRUCTION

SURF ACE:

1.5" TYPE FC - 12.5 FRICTION COURSE (W/RUBBER) OVER3" TYPE SP - /2.5 ASPHALTIC CONCRETE STRUCTURAL COURSE

BASE:

SHELL ROCK (LBR 100) OR 8" LIMEROCK (LBR 100) OR 6' TYPE B-12.5

SUBGRADE: l2" STABILIZED SUBGRADE TYPE B (LBR-40

WATER MAINEXIST. SIDEWALKTO REMAIN

FUTURE STREET LIGHT

STRUCTURAL NUMBER CALCULATION2. SEE PLAN & PROFILE MD/OR CROSS SECTION SHEETS FOR

DIMENSIONS. ELEVATIONS AND SLOPES INDICATED AS 'VARIES.

SURFACE: I.5' FC-12.5

0.663' SP-12.5

1.32


DESIGN SPEED = 45 MPHSTABILIZED SUBGRADE

0.96

POSTED SPEED = 45 MPHTOTAL:

4.38 TO 4.74

(NO.

REVISION.

BY. DATE



ARCAD1S u.s., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

(561) 697-7000. FAX (561) 369-4731

75'

75'

STANDARDCLEARING &GRUBBING

11MILLING & RESURFACINGkIDENIN

RIES

G

(0 ' -1P)

/2'

(0'-ll')

TURN

TRAVEL I TURN I

LANE

LANE I LANE

VARIES

A

RIGHT OF WAY LINE

H c CONS T.

30.77 '

MILLING &RESURFACING*

17.5' .t.TRAVEL

LANE

T

EXIST.PAVEMENTTO REMAIN

TYPICAL SECTION

DISCOVERY WAYSTA. 850+72.14 TO STA. 854+22.54

CURB &GUTTERTYPE F

RIGHT OF WAY LINE

MILLING & RESURFACE

MILLING:

MILL EXISTING PAVEMENT P MIN, DEPTH

SURFACE:

P TYPE FC - 12.5 FRICTION COURSE (W/RUBBER)

* STA. 850+72.14 TO STA. 851+64.32

2. SEE PLAN & PROFILE AND/OR CROSS SECTION SHEETS FORDIMENSIONS. ELEVATIONS AND SLOPES INDICATED AS 'VARIES.

I. ALL PAVED AREAS WITHIN THE PROJECT UMITS WHICH ARENOT SPECIFICALLY COVERED BY A 'TYPICAL SECTION' SHALLBE CONSTRUCTED IN ACCORDANCE WITH THE PAVEMENTSPECIFICATIONS INDICATED HEREON. UNLESS OTHERWISE NOTED.


TYPICAL SECTION

COMMUNITY BOULEVARDFIELDSBOOK NO.^

I


SURFACE:

1.5' FC-12.5 0.663' SP-12.5 1.32

BASE GROUP 9: STRUCTURAL NUMBER RANGE 1.44

TO 1.80

STABILIZED SUBGRADE 0.96

TOTAL: 4.38 TO 4.74



°rSCALE.

N.T,ST

APPROVED.

HWD

DRAWN.

BE.

CHECKED.

HWD

DATE.

5-17

0DATES

sTlidEs

BFILES

SHEET.

6

OF. 33

PROJECT NO. P16-206

JOB NO. WF900293

4

NEW CONSTRUCTION

SURFACE:

1.5" TYPE FC - /2.5 FRICTION COURSE (W/RUBBER) OVER3' TYPE SP - /2.5 ASPHALTIC CONCRETE STRUCTURAL COURSE

BASE:

8" SHELL ROCK (LBR 1001 OR 8" LIMEROCK (LBR 1001 OR 6' TYPE B-12.5

SUBGRADE: /2' STABILIZED SUBGRADE TYPE B (LBR-40

ARCAD1S u.s., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426

(561) 697-7000. FAX (561) 369-4731

ro. DATEREVISION.


GENERAL NOTESI.

BENCHMARK DATUM IS NORTH ATLANTIC VERTICAL DATUM /988 (NAVD '88), 18. EXISTING UTILITY OWNERS:

2. PRIOR TO COMMENCEMENT OF ANY EXCAVATION. THE CONTRACTOR SHALLCOMPLY WITH FLORIDA STATUTE 556.105 FOR THE PROTECTION OFUNDERGROUND GAS PIPELINES.

3. ALL GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED.

4. STATIONING AND OFFSETS REFER TO THE CENTERLINE OF CONSTRUCTION,UNLESS OTHERWISE NOTED.

3l. ALL EXISTING IRRIGATION SYSTEM COMPONENTS CONFLICTING WITH THE PROPOSEDCONSTRUCTION SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. EXISTINGPIPES SHALL BE CAPPED PRESSURE TIGHT AT THE R/W UNE OR UMITS OF CONSTRUCTION.EXISTING CONTROL WIRING SHALL BE CUT. SEALED AND LEFT BURIED BELOW GRADE ATTHE R/W LINE OR UMITS OF CONSTRUCTION. IN ALL CASES, THE CONTRACTOR SHALLCLEARLY MARK IN THE FIELD ALL IRRIGATION SYSTEM BREAKS IN A MANNER ACCEPTABLETO THE ENGINEER FOR FUTURE RECONNECTION OR EXTENSION BY OTHERS. THE COSTFOR IRRIGATION SYSTEM REMOVAL, CAPPING PIPE AND SEALING WIRING SHALL BEINCLUDED IN THE CONTRACT PRICE FOR CLEARING AND GRUBBING.

COMCAST

MARK MILFORD

561-882-43K)FLORIDA POWER & LIGHT

JORGE SANCHEZ

561-616-16/2AT&T/DISTRIBUTION

GARTH BEDWARD

561-504-9263FPL FIBERNET

IVAN GORDON

561-402-6313FLORIDA POWER & LIGHT TRANSMISSION GEORGE BECK

561-904-3604TEACO PEOPLES GAS SYSTEM

MAX CHAMORRO

954-234-1036WINDSTREAM COMM.

DUSTIN VELCOFF

501-748-4434

5. ALL RETURN RADII DIMENSIONS. STATIONS, OFFSETS. AND ELEVATIONS REFERTO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.

19. WHEN UTILITY POLES ARE IN AREAS OF EXCAVATIONS. CONTRACTOR SHALLMAINTAIN A MINIMUM SEPARATION OF FIVE (5 ') FEET BETWEEN THE POLE ANDANY EXCAVATION.

32. ALL EXISTING INLET GRATES AND MANHOLE CASTINGS WHICH ARE REMOVED WITHINTHE LIMITS OF CITY OF PORT ST. LUICE R/W'S SHALL BE STOCK PILED WITHIN THE R/WFOR REMOVAL BY CITY FORCES. CONTACT CITY OF PORT ST. LUCIE ROAD AND BRIDGE DIVISION.ALL STOCK PILED MATERIALS SHALL BE KEPT OUT OF THE CLEAR ZONE.

6.

ANY EXISTING SECTION CORNER. QUARTER SECTION CORNER PROPERTY CORNERAND CITY OF PORT ST. LUCIE SURVEY CONTROL MONUMENTS AND ALL OTHERPERMANENT MONUMENTS LOCATED WITHIN THE LIMITS OF CONSTRUCTION SHALLBE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DISTURBED,THECONTRACTOR SHALL HAVE A PROFESSIONAL LAND SURVEYOR REFERENCE IT 'SLOCATION PRIOR TO CONSTRUCTION, AND RESET IT AFTER CONSTRUCTION.

20. WHEN WORKING WITHIN TEN (10') FEET OF A TRAFFIC SIGNAL POLE. CITY OFPORT ST. LUCIE TRAFFIC OPERATIONS SHALL BE NOTIFIED.

2l. INTERSECTING ROADS AND DRIVEWAYS SHALL BE GRADED AS DIRECTED BY THEENGINEER. UNLESS OTHERWISE NOTED ON THE PLANS.

33. ALL EXISTING INLET GRATES & MANHOLE CASTINGS WHICH ARE REMOVED WITHIN THE OMITSOF FOOT R/W 'S SHALL BE TRANSPORTED BY THE CONTRACTOR TO THE FOOT MAINTENANCE YARD.

34. CONTRACTOR SHALL COORDINATE WITH CITY OF PORT ST. LUCIE TRAFFIC DIVISION FOR ANY TRAFFICSIGNAL WORK.

7,

ANY PUBUC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BEPROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DISTURBED, ANDHAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THECITY SURVEYOR LOCATION SURVEYOR. WITHOUT DELAY BY TELEPHONE.

35, THE NOTATION M.E. INDICATES MATCH EXISTING.

36. ALL EXCAVATION MATERIALS REMOVED FROM FOOT'S RIGHT OF WAY NOT USED FOR EMBANKMENTSHALL BE DELIVERED BY THE CONTRACTOR TO THE FOOT'S MAINTENANCE YARD AT7900 FOREST HILL BOULEVARD.

8. ANY NGVD-29 MONUMENT WITHIN THE UMITS OF CONSTRUCTION SHALL BEPROTECTED. IF A MONUMENT IS IN DANGER OF BEING DISTURBED. THECONTRACTOR SHOULD NOTIFY:

MARK MAINTENANCE SECTIONGEODETIC INFORMATION CENTER ATTN: N/CG-29ROCKVILLE, MARYLAND 20852TELEPHONE: 301-443-83/9

37. NONE OF THE EXISTING BASE THAT IS REMOVED DURING CONSTRUCTION SHALL BE USED INTHE CONSTRUCTION OF THE PROPOSED ROADWAY BASE. UNLESS AUTHORIZED BY THE ENGINEER.

38. THE CONTRACTOR SHALL TAKE ALL NECESSARY CARE & CAUTION TO PREVENT MILLEDMATERIALS FROM ENTERING THE EXISTING & PROPOSED DRAINAGE SYSTEM. ALL COSTASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN ITEM MILUNG EXISTING ASPHALT PAVEMENT.

39. IN AREAS REQUIRING PAVEMENT REMOVAL. THE CONTRACTOR SHALL REMOVE ALL ASPHALT.BASE AND STABILIZATION AND BACKFILL WITH CLEAN A-2/A-3 MATERIAL AS DIRECTED BYTHE ENGINEER.

9.

NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS ANDAPPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS ISSUED A 'NOTICETO PROCEED'.

10.

CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES ASINDICATED IN FOOT STANDARD INDEX'S 100. 101. 102. 103. 104 AND 105 WHERENECESSARY IN ORDER TO COMPLY WITH ALL STATE. LOCAL AND NPDES WATEROUAUTY STANDARDS.

40. THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES ALONG THE PROJECT WHICH ARETO REMAIN FROM ANY DAMAGE DURING CONSTRUCTION.

41. PIPE REMOVAL AND REPLACEMENT ACROSS EXISTING TRAVEL LANES SHALL BE PERFORMEDAT NIGHT.

II.

CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES DURING CONSTRUCTION INACCORDANCE WITH CURRENT FOOT ROADWAY AND TRAFFIC DESIGN STANDARDSAND SPECIFICATIONS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL STANDARDS(MUTCD) AND SHALL PROVIDE ALL BARRICADES. UGH TING. SIGNAGE. PAVEMENT MARKINGSAND FLAG MEN AS NECESSARY TO PROVIDE FOR THE SAFETY OF THE PUBLIC INTHE AREA OF THE WORK. PRIME CONTRACTOR SHALL PREPARE AND SUBMIT AMAINTENANCE AND PROTECTION OF TRAFFIC PLAN PRIOR TO THE COMMENCEMENT OFCONSTRUCTION FOR REVIEW AND APPROVAL BY THE ENGINEER AND FOOT PRIOR TOTHE BEGINNING OF CONSTRUCTION. THE PRIME CONTRACTOR WILL BE REWIRED TOCONDUCT WEEKLY MAINTENANCE OF TRAFFIC REVIEWS WITH AT LEAST ONE NIGHTTIMEINSPECTION THROUGHOUT THE DURATION OF THE PROJECT. THE CONTRACTOR SHALLSUBMIT REPORTS FOR THESE INSPECTIONS TO CITY OF PORT ST. LUCIE.

22. WHERE OPEN-CUTS OF THE EXISTING ROADWAY ARE MADE IN ORDER TO INSTALLPIPELINES. CONDUITS DR SLEEVES. REPAIR THE PAVEMENT IN ACCORDANCEWITH THE 'OPEN-CUT PAVEMENT REPAIR DETAIL ' IN THESE PLANS. MAINTAINREPAIRED PAVEMENT FOR THE DURATION OF THE PROJECT.

23. IN REFERENCE TO THE PROPOSED DRAINAGE STRUCTURES & PIPE:A. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME

DRAINAGE STRUCTURES MAY EXTEND INTO THE COMPACTED SUBGRADEPORTION OF THE ROAD BED. EXTREME CAUTION WILL BE NECESSARY DURINGCOMPACTION OPERATIONS IN THESE LOCATIONS.

B. CONCRETE PIPE CULVERT (R.C.P.) SHALL BE CLASS Ill. UNLESS OTHER/I/SENOTED.

C. ALL STORM STRUCTURE TOPS SHALL BE ADJUSTED AT TIME OF FINALPAVEMENT OR CURB CONSTRUCTION. FINAL ADJUSTMENT OF ALL TOPS SHALLBE THE RESPONSIBILITY OF THE UNDERGROUND CONTRACTOR.

D. THE LENGTHS OF PIPE SHOWN HEREON HAVE BEEN DETERMINED BYCALCULATING THE DISTANCE BETWEEN THE 'CENTERLINE' OF THE INLETSAND/OR MANHOLES.

E. ALL DITCH BOTTOM INLETS SHALL HAVE AN EYEBOLT AND CHAIN INACCORDANCE WITH FOOT INDEX 201.

F. OFFSETS TO CURB INLETS AS SHOWN ARE OFFSETS TO PROPOSED EDGEOF PAVEMENT

G. THE CONTRACTOR SHALL VERIFY THE EX/STING INVERT ELEVATIONS ANDDIMENSIONS OF ALL EXISTING DRAINAGE STRUCTURES.

42. CURB RAMP DETECTABLE WARNING SURFACE SHALL BE OF THE SURFACE MOUNT TYPE ONLY.24. ALL EXISTING FOOT/ CITY OF PORT ST. LUCIE SIGNS WITHIN THE UMITS OF

CONSTRUCTION WHICH ARE TO BE RELOCATED OR REMOVED SHALL BE REMOVEDBY THE CONTRACTOR AND STOCKPILED WITHIN THE RIGHT-OF-WAY FOR REMOVALOR RELOCATION BY CITY OF PORT ST. LUCIE FORCES. NOTIFY CITY OF PORTST. LUCIE TRAFFIC OPERATIONS. ALL STOCX MATERIALS SHALL BE KEPTOUT OF THE CLEAR ZONE.

43. ATTENTION IS BROUGHT TO THE FACT THAT THE DRAWING SCALE MAY BE ALTERED BYREPRODUCTION. CONTRACTOR SHALL USE DIMENSIONS SHOWN FOR LAYOUT OF THE WORK.

25. CONTRACTOR SHALL EXERCISE CAUTION WHILE REMOVING AND/OR RELOCATING EXISTINGSIGNS IN ORDER TO PREVENT ANY UNNECESSARY DAMAGE TO THE SIGNS. SIGNSWHICH ARE DAMAGED BEYOND USE. AS DETERMINED BY THE ENGINEER. SHALL BEREPLACED BY THE CONTRACTOR AT HIS EXPENSE.

44. FINAL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. WITHIN THE RIGHT OF WAYON COMMUNITY BLVD AND DISCOVERY WAY. PAVEMENT MARKINGS SHALL BE INSTALLED PERTHE FOOT DESIGN STANDARDS INDEX /7346 AND RAISED PAVEMENT MARKINGS (RPM 'S) PERFOOT STANDARD INDEX 17352. WITHIN CITY OF PORT ST. LUCIE RIGHT OF WAY.CONTRACTOR SHALL INSTALL TEMPORARY PAINT MARKINGS PRIOR TO OPENING LANES TOTRAFFIC. PERMANENT THERMOPLASTIC MARKINGS SHALL BE INSTALLED AFTER A 90 DAYPAVEMENT CURE PERIOD.

l2.

EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN THE LIMITS OFCONSTRUCTION SHALL REMAIN, UNLESS OTHERWISE NOTED. 45. MAINTENANCE OF TRAFFIC (M.O.T.) FOR THIS PROJECT SHALL COMPLY WITH THE FLORIDA

DEPARTMENT OF TRANSPORTATION DESIGN STANDARD INDEX 611.612.613 AND 660.26. EXCAVATED SOILS AND EXISTING ROCK BASE MAY BE USED FOR EMBANKMENT

CONSTRUCTION PROVIDED THAT THE MATERIAL IS CLEAN FILL. FREE OF ORGANICMATERIALS. ROOTS OR OTHER DELETERIOUS MATERIALS. AND CONFORMS WITHFOOT SPECIFICATIONS AND FOOT STANDARD INDEX 505. 46. UNDERDRAIN SHALL BE EITHER ADVANECGE UNDERDRAIN AS MANUFACTURED BY ADS OR

TYPE II UNDERDRAIN PER FOOT STANDARD INDEX 286.

l3.

WRING CONSTRUCTION, SHOULD ANY DRAINAGE STRUCTURES (INCLUDINGPIPES) BE FOUND THAT ARE NOT SHOWN ON THE PLANS. NOTIFY THE ENGINEERIMMEDIATELY.

14.

EXISTING UT/UT/ES ARE TO BE ADJUSTED OR RELUCAIEL) BY OTHERS ASDIRECTED BY THE ENGINEER. UNLESS OTHERWISE NOTED. CONTRACTOR SHALLCOORDINATE WITH THE UTILITY COMPANIES FOR RELOCATION OF EXISTING POLES ANDOVERHEAD UTILITY FACILITIES AND UNDERGROUND PIPELINES.

27. ANY BORROW MATERIAL REWIRED FOR THE PROJECT SHALL BE FURNISHED BY THECONTRACTOR FROM AREAS PROVIDED BY HIM. AND THE COST OF FURNISHING SUCHMATERIAL SHALL BE INCLUDED IN THE CONTRACT PRICE FOR EMBANKMENT (COMPACTEDIN PLACE).

/5.

IN REFERENCE TO EXISTING UTILITIES AND UTILITY ADJUSTMENTS:A. THE LOCATION OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY.

THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIORTO CONSTRUCTION. IN ADDITION. THE CONTRACTOR SHALL BE RESPONSIBLETO VERIFY IF 'OTHER' UTILITIES (NOT SHOWN ON THE PLANS) EXIST WITHINTHE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS. THECONTRACTOR SHALL INFORM THE ENGINEER AND NOTIFY THE RESPECTIVEUTILITY OWNER(S) TO RESOLVE UTILITY CONFLICTS AND UTILITYADJUSTMENTS. AS REWIRED.

B. FOR EXISTING UTILITY SYMBOLS. SEE FOOT STANDARD INDEX 002.C. WATER AND SANITARY SEWER UTILITY WORK SHALL BE IN CONFORMANCE WITH

ALL CODES. STANDARDS. AND ORDINANCES CURRENTLY ADOPTED BY THESTATE OF FLORIDA D.E.P.. CITY OF PORT ST. LUCIE AND ST. LUCIE COUNTYH.R,S., AND THE LOCAL UTILITY DEPT. OWNING THE FACILTIES.

28. ALL MUCK AND PLASTIC MATERIAL WITHIN THE UNITS OF CONSTRUCTION SHALL BEREMOVED & DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH FOOTSTANDARD INDEX 500.

29. ALL VEGETATION. DEBRIS, PAVEMENT. CONCRETE OR OTHER UNSUITABLE MATERIALSSHALL BE LEGALLY DISPOSED OF OFF-SITE IN AN AREA PROVIDED BY THE CONTRACTOR.

30. ALL MAILBOXES CURRENTLY SERVED FROM THE ROADWAY BEFORE CONSTRUCTION, MUSTBE SERVED IN THE SAME MANNER AFTER CONSTRUCTION. CONFORM WITH FOOT STANDARDINDEX 532. COST OF THIS ITEM SHALL BE INCLUDED UNDER THE CONTRACT PRICE FORCLEARING AND GRUBBING. CONTRACTOR MUST PROVIDE PROPER NOTIFICATION OF PROJECTCOMMENCEMENT TO POSTAL SERVICE.

/6.

CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN OR AROUNDAREAS OF OVERHEAD OR UNDERGROUND UTILITIES.

17.

CONTRACTOR SHALL NOTIFY SUNSHINE STATE 'ONE CALL' (1-800-432-4770) ANDALL AFFECTED UTILITIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION SO THATA COMPANY REPRESENTATIVE MAY BE PRESENT.

ARCAD1S U.S., INC,1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426

(5611 697-7000. FAX (561 1 369-4731

00

w

REVISION. DATE.\BY.



(SCALE.

N.T.S.

APPROVED.

HWD

DRAWN.

BF

CHECKED.

HWD

DATE.

5-17

COMMUNITY BOULEVARD

FIELD BOOK NO.

SPATES

:T171E$

IFILE0

PROJECT NO. P16-206

JOB NO. WF900293

GENERAL NOTESSHEET.

7

OF.

33

3

32

30

28

26

24

22

EXIST. TOP OF BERM

EXIST. R/1V LINE

EXIST.

TOP OF BER MCONNECT TO EXIST.

PROP. 16' PVC FM WITHr DER OPTIC CAN

497 LF

0

10

40OF KAKEGE UNDERORA/NS

IN)_

f _

'SUr2 4 ' R C P (BY OTHERS)

STA. 375+00---"

29.00

+00.00

PMW16NST. 8' CONC. SHARED USE PATHBEGIN SHARED

USE PATH

CONS T. 46 LF

I8'' RCP

q. OF

EXIST.SWALE

COMMUNITYBLVD.

372 373 374

.-EC_ OF

EXISTFSWALE

or-PGL

,28 28

/

+4100A5.

17

PROP .

L;GBEGIN TRANSITION16.00 L

0Ir

11

376r immmmmt

o

Q SURVEY

OF EXIST.

SWALE

BEGIN CONSTRUCTION

.

CONST. 50

(SUPPLEMENTAL

CONS T. 45 LF

LF OF

UNDERDRAIN)

BE REMOVED

EXIST.

EDGEOF WA TER

EXIST. DITCH TO BE CLEAREDAND FILLED WITH IN RIGHT OF IWAY REMUVE

L L

A&FEXIST.

FENCE TO

EXIST.

TOP OFDITCH BANK

.28 RT

- le RCPS. 375+00

C3

-PROP. 24' WM

BENCH MARK EMISTA .

376+77 . 14 96STA. 375+00BEGIN SHARED

SET /RON & CAP L.B. '7062N 10596204[

CONC. SHARED USE PATH EL !4^198.4724.76

USE PATH CONST. 8'

EXIST . R1W LINE

01 01 01

ON 00.60A, 575+00

EL 29.60

VP,/ 75.00

0.3

El 29.50

- - - - - - - - - - - - - - - - - - -

FROMS-O

viz,/ moo

IV 29.00

- -

PROP. 4' WM PRE . 24' WM 41PROP. V FM

FL 2 3.90 v

01,

NiLC,

COATST --3TO OUM

-U-=-'

24LL

RCP

,0(N

rr,r

30

28

26

24

PLAN AND PROFILE1( SHEET. 8

COMMUNITY BOULEVARD

t FIELD BOOK NO, I

PROJECT NO. P16-206

JOB NO. WF900293

1\

22

^

^^^^^^^^^^ ^^U^^"^ Us INC.

000

0-rn

5611 697-7000, FAX (561) 369-4731/soo GATEWAY BLVD. SUITE 200 oopnow BECK FL 33426

[D. REVISION,RIVERLAND DEVELOPMENT


COMPANY, LLC

7 _mSCALE.Pnov o.

*n»

DRAWN,

^,n

CHECKED,

ono

n^,s.

,+'

----------------

--------- ---

PROP. 16' PVC FM WITH

EXIST. TOP OF BERM

2' FIBER OPTIC CONDUIT CONST. 3l if ,24' RCP

CONST. 497 LF OFADVANEDGE UNDERDRAIN(SUPPLEMENTAL UNDERDRAIN)

CONST. 314 LF OFADVANEDGE UNDERDRAIN(SUPPLEMENTAL UNDERDRAIN)

N

N.NN

CONST. 50 LF OFADVANEDGE UNDERDRAIN(SUPPLEMENTAL UNDERDRAINI

CONST. 50 LF OF ADVANEDGE UNDERDRAIN(SUPPLEMENTAL UNDEREDRAIN)

C

BENCH MARK 8M2STA. 378+25.56 95.93 RTSET IRON & CAP L.B. '7062N 1059769.46E 840898.36EL.. 25.91

f-PROP. 24' WM=w

wCONST. 8' CONC_SHARED _USE _PATH___

w w w

EXIST. R/W LINE

CS-103

-w

NVP/ 00.00

NoN N

^S p^ PROP. FINISHED GRADE

oN

AT PGL

,

N

EL 29.6011-1 0.3

0.3 C%

= 0.30X I+I 0 3G%

1 a

CONFROM

T. 46LF

VPI 00.00-

EXIS T. PROFILE AT e SUPVEr^-18'RCP`S p4

EL 28.7G

TOP OF FM = 24.67 TOP OF WM = 25.00-,

-----

PROP. 24' WM PRO .

16' FM4- FL 23.80

N70 FNJTFALL24' RCPI

0 -

i

--FL 1$.25Lc,N

377

378

379

380

381

382

32

30

28

26

24

22

20

N.

1

32

30

28

26

24

22

CO

ARCAD1S U.S., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426

15611 697-7000. FAX 1561) 369-4731

SCALE.

I"•40'

APPROVED.

HWD

DRAWN.

BFR

CHECKED.

HWD

DATE.

5-,7

FIELD BOOK N0^

ID- TEs

COMMUNITY BOULEVARD

PLAN AND PROFILE

srrti!Es

$FlLEs



• `----._ 1

SHEET.

9

OF.

33

PROJECT NO. P16-206

JOB NO. WF900293

1.

N-

y v VP 54.00-n

vPROP. FINISHED GRADE AT

vPGL

v NEL 29.76

VP( 54.000.37% i+1 0.30

, i -

EX/ST. P ROFILE AT' ^ SURVEY'

CONS T. 56 LF 24' RCP

S-b7

PI 80.00FROM

L 28.56

---

--

- _ _ _ _ _ _ __ --- ----- ---- -- -

---- _ ---fM = 24.67

TOP OF WM

FM = 25.00--

- ----- ---- ---- - ---- r----^

PROP. 24' FMPROP , 24' WM PROP, FM

I _. FL23.40

N

,D,N' I

O

t0'N^ l _

V(1,

NN

CONSITO ^O

-

T.

192 LF - 36' RCPUTFALL FL

17.77NI

NIN

28

26

30

24

22

32

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426(561) 697-7000. FAX (561) 369-4731

CONST. CURB RAMPTYPE_CR ItDEA_304

^ -EXIST. TOP OF BERM

EXIST. TOP OF BERM /y

,..,.,--EXIST. R/W UNE

Q OF EXIST. SWALE

-LIMITS OF CONST.MATCH RMERLANDON-SITE PLANS

T. CURB & GUTTER TYPE F

COMMUNITY BLVD.

3

PROP. EDGE OF ASPHALT 384

I i I a I

SURVEY

CONST. 643 LF OFADVANEDGE UNDERDRAIN(SUPPLEMENTAL UNDERDRAIN)EXIST_ TOP OF BERM --^ -

GUTTER TYPE F

fL OF EXIST. SWALE

CONST. 56 LF - 24' RCP

386

CONST. 50 LF OFADVANEDGE UNDERDRAIN(SUPPLEMENTAL UNDERDRAINI

CONST. 621IF OFADVANEDGEUNDERDRAINSUPPLEMENTNDERDRA(Nl

382v,

CL OF EXIST. SWALE J

CONST. 50 LF OF ADVANEDGE UNDERDRAIN(SUBBPLEMENTAL UNDERDRAIN)

FL OF EXIST. SWALE

BENCH MARK 8M3STA. 386+66.5/ 94.64 RTSET IRON & CAP L.B. '7062N /060610.41E

43

PROP. 24' WM

EXIST. R/W LINE

SCDNST-13'-CONC.--SHARED USE- PATFT -- --w

w

w w

EXIST. R/W LINE



D TE .T TIMES $FILE£

COMMUNITY BOULEVARD PROJECT NO. P16-206

JOB NO. WF900293

32

30

28

26

24

22

r

BENCH MARK BM4

- _STA. 388+34.22 96.61 RT

EXIST. RAY UNESET IRON & CAP L.B. •7062N /06076/.90E 840898.95EL. = 25.52

0 TN

NVP/ 80.00

^P

ti

PROP. F

-

INISHED GRADE AT PGL

co

co'NEL 29.46

1 0.30 '% 1-1 0.3C2

r-- - ---- ---- ---

^7LP Of WM &FM = 2,.00

PROP. 24° WM PROP. 24° FM

EX/6 T, PROFILE I T

SURVEY

N.N O .0 O

I! ), 41 IN (V 1 - N _ (+1 N

387

388

389

390

392

CONST. 621 LF OFADVANEDGE UNDERORAIN(SUPPLEMENTAL UNDERDRAINI

CONST. 62/ LFOF ADVANEOGEUNDERORAIN(SUPPLEMENTALUNDERORAIN) ®0

Feet

p----- CONST. 8' CONC. SHARED USE PATH - -

EXIST. DITCH TO BE CLEAREDAND FILLED WITH IN RIGHT OFWAY REMOVE ALL UNSUITABLEMATERIAL PRIOR TO FILUNG

CURVE RIPI 389+35+34

- - ff 55'.Lrd 2' 41' 5rT

/84.35L

367.77R 2124.00PC 387+50.07PRC 391+20.6/

,-

--. `-EXIST TOE OF BERM

_

CURVE R2P1 393+06.69

BENCH MARK BM59' 55' /5' RT STA. 390+46.13 /14,42 RT

A

39' 27 _ _ - SET IRON & CAP L.B. '7062T

187.12

7f 106X013486-L

373.3/

E 840897.31R 2/56.00

EL. = 25.06

_

PRC 391+20.6/

CL OF EXIST. SWALE-^j

PT 394+92.31

05' 34, F

CONST, 50 LF OFADVANEDGE UNDERDRAIN1-SUPPLEM€N-SUPPLECE

OF EXIST. SWALE

CURVE CI CURVE C2PI 389+51.27 P1

393+52.480 /0'44'3rLT A

/0' 44' 3rRTd 2' 40' 39' d

2'40'39'T 201.20 T

201.20L 401,21 L

401.21R 2140.00 R

2140.00PC 387+50.07 PRC 391+51.28PRC 391+51.28 PT 395+52.49

30

28

26

24

20

32

22

ti

32

20

26

22

28

24

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426(561) 697-7000. FAX (561) 369-4731

ARCAD1S U.S., INC.

N 1m

m

/ND.I REVISION. BY. DATE.

1

RIVERLAND DEVELOPMENT

COMPANY, LLC


'SCALE.

I"•40,

APPROVED.

HWD

DRAWN.

BFR

CHECKED.

HWD

DATE.

5-/7

FIELD BOOK NO.„

9DATEs

PLAN AND PROFILE

JOB NO. WF900293

STM 'C f

COMMUNITY BOULEVARD

SF!LE

r- -SHEET.

II

OF.

33

PROJECT NO. P16-206

32

30

28

0 /0

40

Feet

CONST. 344 LF OF ALA'ANEOGEUNDERDRAIN (REQUIRED UNDERDRA)N PER

0TECHNICAL ENGINEER RECOMMENDATIONS)

__BENCH MARK OM6

BENCH MARK BM7

OENCH MARK BM8STA. 392+95.76 153.23 RT -STA: 393-4-76:94- 168. 4 RT -STA - 396+11.50-167_4I Br__ ..SET IRON & CAP L.B. '7062 SET IRON & CAP L.B. •7062 SET IRON & CAP L.B. •7062

N 1061253.92

N 1061329.54

N 1061550.71

E 840897.34

E 840897.55

N 1061550.71CI - 7A 7F

FI = 9A 7G

NN

v3 cy,N

a N VP/ 80.00 NEL 29.76

PROP. FINISHED GRADE AT PGL

(- 1 0.302 (+) 0.30%_ S-2O )

Cs-20- 18' RCP

EXIST. PROFILE ^T

SURcY^VPI 80.00 CONS T . 44 LFEL 28.5E FROd6-20^

^- 0P OF Wr & FM = 1 25.00

PROP .24" W,M PROP. 24' FM ONST. 374 CF - 24' RCP1

M11

COAST.

176 L - 24' RGF P1

FL 2 .10 FL 22.301fL 22 .98FL 22.60

o+

N

CONST. 107 LF - 36' RCP'17.67

N

p'^

N'NI

TO OUTF ALL FLp

IV

392

393

394

395

396

397

32

30

AO.0

m

REVISION.

I BY. DATE.\

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426(5611 697-7000. FAX (561) 369-4731

ARCADIS U.S., INC.

SCALE.

1° . 40\

APPROVED.

HWD

DRAWN,

BFR

CHECKED.

HWD

DATE.

5_17

FIELD BOOK NO,

PLAN AND PROFILE

COMMUNITY BOULEVARD


COMPANY, LLC


-fSDATES

FT/A/ES

STILES

1

l

I

1

I

►

►►

►

I

►

►

• ►

►

• ►

I

►►

• ►• ' I•

I

►

I ►

- I +51.I

i

95

EX T. R/W LI

CONST. 209 LF

OF ADVANEDGE

40

Feet

ti

t01p

+48.40

^$

UNDERDRAIN IREOUIREDO

UNDERDRAIN PER GEOTECHNICALENGINEER RECOMMENDATIONS!

'I I►•

I

►

42CURB RAMP.

a

94.08 LT

194.46

T

31

CONSTTYPE CR-A INDEX 304

_

1 r

.

Sp.R;

EXIST, RAY LINE

// WIDENINGCONST 8' CON. C. SHARED USEPATH

, y4

',

^^FM'Q DF

EXIST swA E. L ^CONST. 344

I

rn •

►

_

74

X FM -- _•'

•'

X

/

\

-.---

--r-"

\4f,

I

--/,

1' 1

I

+^ •^I.

44'

UNDERDRAIN (REOUIREO UNDERDRAIN PER^

K-

TECHNICAL ENGINEER RECOMa E %DA TIOr'SI

6_

/

CON T OGRE &

41

,-E X I S T .

T O E

\

I -

j i

\^•

^^

•CONST. 374 LF - 24 RCP

ro14'^

CONST. 80 LF - 24' RCP

^ , •

L '/:

+39

X

a-'

v I

OF BERM i i

CONST, CURB & GUTTER TYPE F

--EXIST.

TOP OF BERM

1

'EXIST.

TOPCOMMUNITY BLVD^ !

L%

GU TER/ TYPE ' F- -

-

.

PROPOSED PAVEMENT

A,. ---1-

OF BERM'

I

f Z

PGL L/

-

T // _/

/[2B(b L

. L

+70.66

'

/

/

PGL/

A/ 0 J---'

'' "

1EXIST. TOE OF BERM

PROP. EDGE OF ASPHALT

28.16

-

7

- -° 5,1

4

/ 4n2- - - - - - - 00 LT_ 5. 1389 +7 66

!

PGL RT

' 40d

3

D @ SURVEYCONST. FLARED END INDEX 300

_

EXIST.

FENCE

TO BE REMOVE

P/

4/0+08.24

0

29 33' 52

LT6f 02' 36' LT d

4' 50' 2f' '22

T

9/9.71

L

610.94

Ig

a4;+

j

s

k

4d

4II

50

//

j

/

>.I^`

I

Q

^^I^

CCI ~I

j+5/.65

.

/

!

3

CURVE R3

CONS . CURa RAMP \

T

312A3

CURVE C3

P/

405+90.83

TYPE CR-A INDEX .304

I

89 LF

18' RCPCONST .

L

1662.04

R

1184.00

C_^\ IvR

1560.00

PC

402+91.91

JPC

400+88.54

PT

408+92.35

@ SURVEY COMMUNITY BLVD. STA. 400+00= 44.92 Rr

OPT

417+50.57

e = RC @ SURVEY DISCOVERY WAY STA. 850+00 1 U11

v)I

OCONST. 8' CONC. SHARED USE PATHw

w

/

w.dlw

r' E

w-

w..

1

?1__

STA. 396+11.50 167.47 RT

EXIST. R/W LINE

PROP. 24' WM

N 1061550.71

2 'CONST. CURB &GUTTER TYPE F

I ^

BENCH MARK BM8

- -

- -

SET IRON & CAP L.B. '7062

' PVC FN 1061550.71

PROP. 16

M WITH

EL.

= 24.76FIBER OPTIC CONDUIT I

co

PROP.

WISHED

'• ►

'

XIST. R/W LINE--"I/

`/

co

Y

NN .n

a; (7')NN

5 206

W'Al

•

S- 04 ►

.

NST.COFROM

9 LF - la15

RCP iVP/ 80.00_z ---

- -EXIST. PROFILE AT -• SURVEY

0 2/G_ _^ L 29./6

0 24. % _ f J 0,39/

-- -- ,V 1 00.00

iE AT PGL LT

n^

E 26.51 LTil "

IM.

IM

.1 .. _yFL P

e^ -- -- -PROP : 24' FMI PROP. 2 '" WM .79FL 23.63

II

1I - - - - - - - -1 - - - -

_ II

P 24° ^ROP , WM-.^ III I

'',- - - - E 1ST.

/6' WM -N _ - v o0 Q I m: n,^

N

1 (V IgN N N

397

398

399

400

401

402

32

28

32

30

28

26

24

22

30

20

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426(561) 697-7000. FAX 15611 369-4731

ARCAD1S U.S., INC.

..R.i

0

0

A0. REVISION.


COMPANY, LLC

1600 SAWGRASS CORPORATE PARKWAY

SUNRISE, FLORIDA

SCALE.

1'.40,

APPROVED.

HWD

DRAWN.

BFR

CHECKED.

HWD

DATE.

5-17

PLAN AND PROFILE

COMMUNITY BOULEVARD

FIELD BOOK NO.

BY.I DATE.

e0ATE$

1 r:r'ES

$[01E41

32

30

28

26

24

22

L20

CONST. INLET TYPE P-6GR = 26.03INV^ MATCH EXIST. CONST. 282 LF OF AOVANEOGE

UNDERDRAIN (REQUIRED UNDERDRAIN PERGEOTECHNICAL ENGINEER RECOMMENDATIONS)

EXIST. R/W UNE

_AVE C3

C U R V E R3

CUAl 40+08.24

P1

405+90.83

PI 403+99.7661 02' 36' LTA 29' 33' 52' LT

24 23' 24' LTd

3' 40'22'

d

450'21

d

"3'46'46'7

95.71

T

3/2.43

T

327.63L

/662.04R

/560.00PC 400+88.54PT 417+50.57

20.3

+9/.91 PC731T^ 36" RCP

REMOVE EXIST. INLET TOP

_

= -

MH8. I

CONST. MH TYPE P-7 (PARTIAL)RIM = 27.04

TRAFFIC SEPARATOR TO BE REMOVED

3802 RT ,3-:s_

-

REMOVE EXIST. INLET TOP

PGL RT

28,98 1 RTCONST. MH TYPE P-7 (PARTIAL)RIM = 27.64CURB 8 GUTTER TO

SAWCUT & MATCH EXIST.CURB & GUTTER

= ` -° - - -

49.84 LT

EXIST. F CURB 8+33.79 P7

GUTTER TO REMAIN _____--

V/, WIDENING

32

30

28

26

24

22

20

QJ qJ

pub

NN

s-,Loco

NN,tNN

^J

ton^

NN

QJ

r^.N

NN

^tokc)N N

VP/ 00.00'T

VP/ 00.00RTEL 27.58 EL 27.90

EX/ST. PROF/LE AT $ SURVEY

0 i7^

( 1 O.OF

r

1

.21.7. (+1 0. 51.7`I 0.5Ix

1O

_ _r-IJ

- - -J 3J% q -J 0. 33% - - - --- ---- ----- --- -I

PROP. GR EAT PGR RT1).25 _ ( +) 0.307VP/ 42 .00 PROP. GRADE AT PGA LT VP/ 60 .00 VP1 33 79.EL 28 .81 RT EL 27,02 1LT EL 26. 79 LTEL 2 .39 LT

oK

- -------

v

-- a^

nD

r

mN

r

Nn

r

riN

AliN N _ N h _ N N

404 406405 407403402

SCALE,

1"•40,

APPROVED.

HWD

DRAWN.

BFR

CHECKED.

HWD

DATE.

5-0

FIELD BOOK NO. `

PLAN AND PROFILE

COMMUNITY BOULECOMMUNITY BOULEVARDyARC

SHEET.

OF.

PROJECT NO. P16-206

JOB NO. WF900293

i

14

33

ARCADIS u.s., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

(561) 697-7000. FAX (561) 369-4731

REVISION. BY. DATE.



I4

p

sD(TE°

$TMT$

YFILES

r

32

30

28

26

24

22

20

LIMITS OF CONSTRUCT/0NSTA. 407+30 SAWCUT &BUTT JOINT MATCH EXIST. PAVEMENT

42

-LIMITS OF CONSTRUCTIONSTA. 409+3X SAWCUT &BUTT JOINT MATCH EXIST. PAVEMENT

URVE C3

CURVE R3

CURVE R4'==P1

4/0+08.24

PI

405+90.83

P1

403+99.76A 6f 02' 36' LT A 29' 33' 52' LT A 24' 23' 24' LTd

3' 40' 22'

d

4' 50' 2f

d

3' 46' 46'T

919.71

T

3/2.43

T

327.63L

1662.04

L

6A9.94

L

645.34

-

LINE

R

1560.00

R

/84.00PC 409+88.54

PC 402+91.91PT 417+50.57

PT 408+92.35

R

1560.00PC 400+70.66PT 407+29.17

WIDENING

32

30

28

26

24

22

20

\

q J

ZNN

{t

C-3

N

VPI 50.00 VPI 31.00

EL27.70RT EL28.08RT

PROP. GRADE AT PGR RT

P

711.

f

7,

10.0?X f +.

L

0. 21%

T _ _

EXIST

_ _ ____

yPROFILE A T 0 SURVE

----

Y

L- --

- ---- --- -- ---- ----P. GRADE AT PGR

VPI ,30.00

EL .15

LT

.(1Q

VOB

(J

I V A

INN

NJ

407

408

409

410

411

412

BY.REVISION.

COMMUNITY BOULEVARD

PLAN AND PROFILE

$FILE$




(561) 697-7000. FAX (561) 369-4731

SCALE.

I"•40'

APPROVED.

HWD

DRAWN. BFR

CHECKED.

DATE.

FIELD BOOK NO.^

$DATES

HWD

5-n

, /SCALE,

40'RIVERLAND DEVELOPMENT

APPROVED, "•4D

PLAN AND PROFILE

COMPANY, LLC

CRACK,

BFR

HWD1600 SAWGRASS CORPORATE PARKWAY

DATE,ED

5-7

COMMUNITY BOULEVARDSUNRISE, FLORIDA

e

FIELD BOOK NO,

$DATE2

ST/14ES

SF /LEI.

Y

-- --

S

EXIST. R/W UNE^

bS

OOYS

^^^

ni

w

`1^e.--

U 111R --..

EXI T.

w

oo ---

z

'

0

PGL^ L

-33

^j.

LT

:. :

\

I

JI

7I

)

I

-- _

- - -

_ - -

--

--_

CONST. CURB RAMP TYPE CRA INDEX 304

_

--

-

_

-------

-- '-

r

r - -

-------

r __

_

--

_-1o

_

-'

-

- __

_

END SIDEWALK 113 ' LT

Li,

m

,, - - END CONSTRUCTION N3' LT

w

+58.95

om

----------

3

-

94, 46 LT' + :.4

= 3f00L =402.03

FUTURE PAVEMENT L 1

IL

, c ^

--_-_ +=^. 25

_ 4_ \ _^7l

I/ 90

- - __ - - +99.43 PT -

_--

SEE DETAIL SHEE ?

26.28 LTPGL LT

696 697 699698 .---,-- x

\I n0N

-

-

- -

2s' `

/

1\

a ',

/

\,0 m

-

" 5 89° 5T 32" E

CONST.

-R =10,700

TYPE F

_,,

CURB & GUTTER o

FW , 1

^ml^ III

XXLLI A^ o

c o'

'41

f i = 430.93 ^------------------

FUTURE PAVEMENT-

-------

- - - -

-

- -- - ------

---

-V_

_

_fNO CONSTRilCt A7N 113 9 - -

2 7 . 82

_ ti _ _ -N

o°03

•+ Oi

-xw

11woIIf -,

_ )_II-1 ' t_ _ ig L;

II

1717

LT

-/-

FUTURE CU RB &a

-

GUTTER TYPE FPT

_-...

----

1

r^ RT

PGL R

-

I

I85

I1

!qlI^\

I

\===a===

^n ^'k QA

l \- - - -- ----

END SIDEWALK i13 'FUTURE SIDEWALK

iz

i

e

IEXIST. R/N

CONST. CURB RAMPTY P EC R-A INDEX 30 4

LL

.D '

`--

ti`

o

.or,.

1-1

CONST.UNDERDRAINTYPE /I

97 Lf OF

INDEX 286

JNNNNN #0

k_J

NN

^JpbNN

PROP. F1N/S41ED GRADE AT PG RT 4: .49 RTE 2 8.34 EXIST. GRADE A SURV.1 YR; IoM

42 . 781 RT L ..50Z 1 0.29EL 2 .81

I) 507,

-- --

(+m

Z( li 0.18%(+) 0.507.v V^1 95.00

..22LT

e^on E 27.7226 29 PROP. FINISHED BADE At PGLLT

I

EL 2 .19

N(N

N

NvmN

3232

30 30

28 28

26 26

24 24

22 22

20 20

848 850849 851

ARCAD1S U.S., INC.

f1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

(561) 697-7000. FAX (561) 369-4731

REVISION, DATE: 1BY,

I.

T-

V

N

N

N

L

32

30

28

26

24

22

20

CB CBGR=26.86 GR . 27.19

-EXIST. R/W UNE

INV•22,55 S INV•22.66

--/

0

BOT•--

--

EXIST. R/W UNE

....... ..

.

......

_.

.-^..

-=1

--....... .._.

_

-.......... - -...

-`' EXIST. /6'

WM

EXIST.

S.I

.T .O. .RE . . .MAI.N_.:..

. .--.^_

i^.. w .I

-----

^- ---.... --_-^ =

EXIST.

CURB 8 GUTTER

TO REMAIN ,=== - _ . 0=

N -_

0 77

/

EXIST,

CURB B GUTTER TO BE REMOVED

PGL LTR yJ -

- - - - - - -----____--

/

/I

......ENDCONSTRUCTION

+22.54 STA. 854+22.54 SAWCUT, 854+22,54 SAWCUT & BUTT JOINT& BUTT JOINT36 00 LT\_ MATCH EXIST . GRADE

T - ^j: ^I +22.45. 01 33.82 LT

CONST. FLARED END IIINDEX 300

+72.54DISCOVERY WAY24.39 LT

)I CONST. CURB & GUTTER TYPE F

852

853 854 855 856 8.°

EXIST.

CURB B GUTTER TO REMAIN

c,

e SURVEY

m llII

III

S 89°57' 32" E

.

-- --^-^ -

n

... ...- - - -

TO REMAIN

PGL RT __ Jr 4E10 CB

EXIST.

CURB 8 GUTTER32.30 RT GR•27.18

1NV•22.48BOT• _

N E+64.32 (27.4948.30 RT

iiw

^CONST. CURB& END CONSTRUCT/ON

- ------- --

-T-

I) ' HCN

--

-------- ------ m ==-= =su"HCP--- --_----___- -Is- RCP - - ---

GBPROP. 16' PVC FM WITH2'FIBER OPTIC CONDUIT

R-R•28.53

FM

GUTTER TYPE F STA. 851+64.32 SAWCUT & BUTTMATCH EXIST. GRADE

FM

JOINT INV-2

FM

NV•21BOT-

.4

NEW

FMFMINV•22.03

E

WFMFM FM FM FM

EXIST. R/W UNE SAWCUT & MATCH EXIST. CURB & GUTTER

PROP

l6' PVC FM WITH EXIST. R/W UNE2' FIBER OPTIC CONDUIT END CONSTRUCT/ON

STA. 854+22.54MATCH EXIST. ELEVATION

p oPROP, FM /SHED G

VP/ 64.32.30

ADE AT2T

PGL RT Vv

o

aproNv N VP! 9.50

42.49 RT

(1

1

EL 27,MATCHEXIST.GRADE EXIST. GRADE . T @ SU4EY

- - - - -^ - - - - - - -- - - - - - - - - - - --- ----- ---- ----_EL L'

-I.-1

0.

.9? '

297.^^ -- +10.332

(-) 0. bS f-) b .23% 1 0.23% 1+10. 33/ VP/ 22.5 0PROP. FINISHEC, GRADE A T PGL L r 36.00 LT

VP/ n0 03 VPI /9 50 EL 28,1136.0 7 LT 36.00 LT MATCH

EX I S T.EL 27.43EL 27,59 GRADE

^ I 1

I

lD, PROP.

16° FM- m - N

N', M P iD m

mNmN mN N mlN

7

32

30

28

26

24

22

20

857851 852 853 854 856855

BY. DATE.

f

REVISION.

ARCADIS U.S., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

(561) 697-7000, FAX (561) 369-4731

de-


COMPANY, LLC


SUNRISE, FLORIDA

SCALE.

I"-40'APPROVED. HWD

PLAN AND PROFILE

SHEET. 17

DRAWN.

BFR

OF.

33

CHECKED.

HWD

DATE.

5-ff COMMUNITY BOULEVARD

PROJECT NO. P16 206

FIELD BOOK NO.

JOB NO. WF900293

SPATES

STUIE` FILES

B

@ SURVEY DISCOVERY WAY699

S 89° 50' 39" E

@ SURVEY COMMUNITY BLVD. STA. 400+10.06=

@ SURVEY DISCOVERY WAY STA. 700+00B

PLANCAST IRON HEAVY DUTY GRATEMEETING AASHTO H-20/HS-20

WHEEL LOAD SPECIFICATIONS

TO BE BROKEN OFF HEREON FUTURE CONSTRUCTIONSEE GENERAL NOTES.

SURVEY DISCOVERY WAY/--@851

I

@ SURVEY DISCOVERY WAY. STA. 700+10.06 =@ SURVEY DISCOVERY WAY STA. 850+00

@ SURVEY COMMUNITY BLVD. STA. 400+00 =

@ SURVEY DISCOVERY WAY STA. 850+00

S 89° 1ST 32" EI

2-N5 ALL FILLETS

SECTION A-A

GRATING

5"

CURB & GUTTER TYPE F

EDGE OF PAVEMENT

GRATING

5"

5 BARS 06" CTRS BOTH WAYS

3 . -6 "

-2-5 ALL FILLETS

SECTION B-B

GENERAL NOTES

TO BE BROKEN OFF HEREON FUTURE CONSTRUCTIONSEE GENERAL NOTES.

ADVANEDGE PANEL PIPECONNECTION TO INLET TOCONSIST OF 4 LF OFSOLID 4" PVC PIPE; INVERTELEVATION = EDGE OF PAVEMENTELEVATION - 3.12 ' (TYPICAL)

ADVANEDGE PANEL PIPE CONNECTION DETAILNOT TO SCALE

SURFACE

BASE

SUBGRADE

ADVANEDGE PANEL PIPE DETAILNOT TO SCALE

11 1=1 11=111=

-111=111=111

12" ADS ADVANEDGE PANEL PIPE AS MANUFACTUREDBY ADVANCED DRAINAGE SYSTEM, INC. COLUMBUS, OHIO( OR APPROVED EOUAL); PLACE PIPE DIRECTLY BEHINDAGAINST CURB. BACKFILL TRENCH WITH EXCAVATED MATERIAL

TYPE X INLET TOP MAY BE USED IN CONJUNCTION WITH TYPE P&J BOXES_

2.

THE CORNER FILLETS SHOWN ARE NECESSARY ONLY WHEN USED INCONJUNCTION WITH CIRCULAR INLET BOXES OR WHEN USED ON SKEWWITH RECTANGULAR INLET BOXES.

3.

FOR FUTURE CONSTRUCTION REMOVE TOP AS SHOWN UNDER SECTIONA-A & B-B TO PERMIT CONSTRUCTION OF TYPE 5 OR B INLETTHROAT EXISTING REINFORCING STEEL EXPOSED DURING WALLREMOVAL SHALL BE THOROUGHLY CLEANED AND EXTENDED INTOFUTURE CONSTRUCTION.

FOR ADDITIONAL INFORMATION SEE INDEX NO 200 & 232

5.

IF INLET REQUIRES A SLOT OPENING REFER TO INDEX NO. 232DETAIL OF OPENINGS IN DITCH BOTTOM INLETS.

6.

EYE BOLT & CHAIN FOR LOCKING GRATES TO INLETS SHALL BE CONSTRUCTEDACCORDING TO INDEX NO. 201.

TYPE X INLET TOP DETAIL

REVISION. BY.DATE.

SDATEA

STAlE1

STILES

ARCADIS U.S., INC,1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

(561) 697-7000. FAX (561) 369-4731

SCALE.

N.T.S. (

I

PAPPROVED. HIND

DETAILSHEET. 18

DRAWN.

BF

OF.

33

CHECKED.

HIND

DATE.

5-r7(COMMUNITY BOULEVARD` PROJECT WF 90NO. P01

02

69-

93

206

FIELD BOOK NO.

JOB NO.



CONST, b SURVEY

R/W LINE R/W LINE

3CPROP.BOT

24" FM= 23.00

PROP.BOT =

24" WM23.00

70 TO386+80

OUTF ALL CONST. ^6 LF 24" RCP COM1ST . 45 LF

24" RCP5-106-

5 b8CONS T.

152 LF(S-10) C5-106-)

STA. 388+80 45.25 RT 5-107STA. 388 +80 44.00 LT - 36" IfCP STA. 384 +80 0.00 RTCONST. INLET TYPE J 6 CONST. 9BI TYPE E CONST. INLET TY

INDEX 200.20020.1 GR = 28 30/NV = 2.1OW

E P-XN 8.DINDEX 2

EOP = 2INV =2

,201,2//.86

.40 E

INDEX 200,201,232GR = 28INV =2,

73,00EW

INV = 18, 00 W BOT = 22.00 BOT = 22.10

R/W LINE

BOT=16 ,00

R/W LINE

30PROP.BOT =

AT FM23.34

PROP.BOT =

24" WM23.00

poTOOUTFA 380+00- -

L --_

CONST. 46 LF /8' RCP CO ST. 45 LF

18 "' RCP (5-p>

/(,Cs-10j]

0 LT

CONS T.

125 LF 24" PCP 5-104 CS-q.i)STA. 380 +00 45.25 RT C ^^STA. 380 +00 44,0 STA. 380 +00 O,OC, RT

CONST. IINDEX 20

NLET TYP0.20U/I

E P-6 CONST. DBl TYPE E

]

CONST. IINDEX 20GR = 28/NV = 24

NLET TYP0,201,20,2,22.00 W

E P-X11 5-105INDEX 20

GR = 29/NV = 2

0.201,23200.90 E W

EOP = 2INV =

.78.80 E

INV = 19,BOT = 17

20 W.20

R/W LINE

BOT = 21.90 BOT = 2

R/W LINE

_.00

^Q 1PROP.BOT =

L6" FM23.34

PROP. 2BOT =

4" WM23.00

I

TOo - _ - [375+09I

-

^._

CONST. 46 LF I8" RCP C ST.

45 LF

18° RCP57-/00

-- ---C 5 =/02)

STA. 37 1 +00 44.00 LT

1l- CONS T.

I/O LF °- 24 RCP/` 5-/oSTA, 375 +00 O.OC RT

S7-X0

STA. 37 +00 45. 5 RT ^5 A^CONST. LET TYPE P-6 CONST. QB1 TYPE E CONST. INLET TY E P-X 5-102INDEX .201,232INDEX 200.201.2!1 INDEX 200.20/,20, //

EOP = 28.302

GR = 29 08 GR = 28 , 30INV = 23 .90E INV = 24.0° E W INV = 24.10 WINV = 19, 20 W BOT = 22.00 BOT = 22.10BOT = /7 .20

I I I I ^ I I

/40

/20

/00

80

60

40

20

0

20

40

60

80

/00

/20

/40

BY.REVISION. DATE.


(561) 697-7000. FAX (5611 369-4731


COMPANY, LLC


9

DRAINAGE STRUCTURES

COMMUNITY BOULEVARD

1

R/W LINE

EXIST.

16 FM

CONST. @ SURV

I

EY

x/srI 16"

•/W LINE

hf

S

r •-

398+8^I I °1 C NST. 89 LF - 18 RCP

1

STA, 39CONST. IINDEX 2CEOP = 2

:+80 44,xNLET TY•020l , 2u8 .22

: 1TE P 6

STA. 396CONST. IINDEX 2

+80 45.4NLET TYP

.201.20

5 RTE P-Xll

S 203

5 204GR = 28 44

rNV = 2INV - 2BOT = 2

.85 E1.80 S.80R W LINE '

CONST, 80 LF 24" RCP/NV = 2'iBOT = 2

'/W LINE

.00 W

2.00

S.

"^• PROP.BOT =

24" WM23.00

0 - -398+0011 1111

CONST, 374 LF 24° RCP

- ` -- 394+5 .68---

11111^-

5205CONS /07.

LF 36' R P/n

CS-20 5)STA. 39 +54.68

, 4.00 LTCONST. INLET TYPE J-5

R/W LINE R/W LINE

INDEX 2EOP =2

201,211.19

/NV = 26

98 N

3

INV

21INV

_

-17..30 S67W

PROP. 1TOP -

24" FM25.00

CONST. 176 LF 24" RCP

PROP.BOT =

4" WM23.00

392+8

BOT = 15 .67

P0- 00

I

S-202 1

° - _ ---,

5 7 A. 392+80 44.,, LT CONST.

45 LF

18' RCPCONST . INLET TYPE P-6 CONST. 44 LF 18" RCP 520 S 2Gn S-200

STA. 392+80 45.INDEX2002012/1 STA. 39 +80 0.00 RT 5 RTIG EOP = 2.52 CONST. 81 TYPE E CONST. INLET TY•E P-X S 20

/NV = 23.10E INDEX 200201.232 INDEX 200.20120.2n/NV = 24.60 N (S

_20-2)GR = 28 66 GR = 27 84

BOT .60 INV=2 .60EW INV=2 .70W1

ROT = ?J,60 BOT = 2 11.70

/40

/20

/00

80

60

40

20

0

20

40

60

80

/00

/20

/40

BY.REVISION.RIVERLAND DEVELOPMENT

COMPANY, LLC


/SCALE."•2D"APPROVED.

HWDDRAWN.

B.F.CHECKED.

HWDDATE.

5-f7FIELD BOOK Oj

PDATES

DRAINAGE STRUCTURES

COMMUNITY BOULEVARD

,¼. ..TT/A/ES

4FILES

ARCADIS U.S., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426(561) 697-7000. FAX (561) 369-4731

1

CONST,& @ SURV EYSUBSOIL

EXC.REGULAR

ExG FILL

A V A V A v

75' 75

EXIST. R W LINE 6' 6. 27 7.73 4' 30 5' 8' R!W LINE0 0 2578

35.

N roN N N0 ^N

cO NCriN

N N 4:1 377+000 0 585.2

2l)

i L^aoe. _ _

EXIST. R/W LINE'

75 ' I 75

EXIST.

RrW LINE0 0 2555

13.5d '

4' 10.42 ' 14' 30 15 I^ 6M

f IN o

m °N cb

Nmm

mNN

.1m4:1 3760)

0 0 694.3

--- ---- -----

I

PROP,6" FM 21.42 ----

1

ROP.q^WM

^^

75 ' 75

3

EXIST. R/W LINE 6' ' 2 4' 30 l5' 6'EXIST. RrW LINEI

0 0 2234^ 1

e S'l

^^

l;co

N N

9

N NN N

m^

NN N

o

NNi :1

^ " Y

---- 26L-

375+0b0 0 511.8

.

`\ /

/

^ Ot PROP,

16° FMPROP. J

24" W'

BEG/ASTA.

' CONS,TRUCTi/ON

20

375+0

CO MMU NITY BLNDe

/20

/00

80

60

40

20

0

20

40

60

80

/00

/20

SFILES

BY.REVISION./NO, DATE .l

I



SCALE.

1•10'APPROVED.

HWDDRAWN.CHECKED.

HWDDATE.

5-I7FIELD BOOK N0. I

$DATE$

SUITS

ARCADIS u.s., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426

1561) 697-7000. FAX (561) 369-4731RD

CROSS SECTION

COMMUNITY BOULEVARD

i CONST. SURVErSUBSOIL

EXC.REGULAR

EXC. FILL

1

A V A V a V

75' 75'

EXIST. R/W LINE 7' 16' 23' 4' 30 2 5 8 6EXIST. R/W LINE

0 0 2039

tD N Oq^

Sp^.n

mN rw1m amp

?

N N^N`

NN "`

'

X5.31

- r.NN--_..--

4:1

380+00524.7

PO

\

r//

/

PROP.16' FM

ROP.4' WM

/

-

35EXIST. R/W LINE

75' 75'

ExrsT. R/W LINE

0 0 2175

6' 8' n' 16' 21.63 ' 42.3;

'

14' 30 ' 15'_ i^.

3 xro ro o I

qjN

O

mN

O

OyjN

N

N

gofN

l

NN

N^

eo NN

co.OO.N j

f

4:1

379+0 70 0 649.6

--7r - --- ---- -

o-

PROP.l6° FM

- 25.10

- -.1

PROP. J24' WM

35

EXIST. R/W LINE

75' 75

EXIST. R/W LINE

0 0 2512

8' 17' I 16' 8 .95' 4 '5.05 14' 30 ' 2, 15 ' 8 6_

3r a)O N1 OMi

OMN N

nN

NN

^m

NN NMIS0) N j

-7 1

- -

`^ /

N

`-- X5.20

1

4:1

378+00 0 707

_

"---

(V

PO

\

/PROP./6' FM

-

'

"_

-

PROP.24' WM

CO

MMU NITY

i

BL ^D,

I I

/20

/00

80

60

40

20

0

20

40

60

80

100

/20


COMPANY, LLC


SUNRISE, FLORIDA

REVISION. BY,I DATE.

ARCADIS u.s., INC.GATEWAY BLVD. SUITE 200. BOYNTON BEACH ' FL 33426

(561) 697-7000. FAX (561) 369-4731

SCALE H' 1"20V'

1- . 10'APPROVED.

HWD

DRAWN'

CHECKED.

HWD

DATE.

5-17

r

CROSS SECTIONSHEET.

22

OF.

33

COMMUNITY BOULEVARD

PROJECT NO. P16-206

JOB NO. WF900293F`ELD BOOK NO '" :,1,1777 777E$

AOA rEs

CONST. & @ SURV EYSUBSOIL

EXCREGULAR

EXC. FILL

A V A V A V

75 75'

EXIST. R /W LINE 6 8 0 16' 23' 5' 14' 30 ' 15' 8'1

EXIST. R LINE0 0 23371

I'

30

tol,)

N N a

totoN

pN O

m0)

N N

NmaN

ON to

N

tp

O

NN

j

3:1

I N

1,^

4:1

383+000 0 687.9

pnPROP.16

FM

ROP \4" WM

I

EXIST. RNl LINE

75' 75

EXIST. R LINE0 0 2435

16' 23' S' 14' 30 5 8' L6Ilk-

toO

Ol

cYi

0c;N-)

m2,

Oi

^

N

%I^N

pONcoo)Ix)

mmN

m

w)rn

1

3:1

NN

4:/

382+000 0 627.1/

/

-1

IIPROP.16" FM

-ROP.4 " WM

0

j

EXIST. R/W LINE

I 75' 75'

EXIST. Ri`W LINE0 0 2229

6' 8' °'

j 16' 23' 5' !5 a 6'

3Qm

m

N

v O° M

N Nm toco

to

toto a

^'ItoN N NNN

j j4a

1381+000 0 576.6

- ---

N/MI

PROP. °ROP_16" FM

24" WM

CO MMU NITY BL VD,

/20

/00

80

60

40

20

0

20

40

60

80

/00

/20

SCALE. V, "•?0APPROVED.

HWD

DRAWN.

CHECKED.

HWD

DATE.

5-17

0

40. REVISION. BY.l DATE.' 00.0


COMPANY, LLC


SUNRISE, FLORIDA

CROSS SECTION

COMMUNITY BOULEVARDARCADIS U.S., INC.

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426(561) 697-7000. FAX (561) 369-4731 FIELD BOOK NO..

eD4TE$

$TIUUEs SFILES

SHEET.

23

OF.

33

PROJECT NO. P16-206

JOB NO. WF900293

CoNSr. SURV=rSUBSOIL

EXC.REGULAR

EXC. FILL

A V A V A V

75 ' 75'

8' S' 28' 5. 3 8.08 ' 14' 30 l5' EXIST. R LINE 0

/940

IIIMIIIIIIMII 1111111101111=111

Lt.

6 0 0

i•

0 O

JN

i-

- -

- 3'I 6 0

\ ^- 0 PROP.

24" FN-

3J^E XIST. RN' L INE-

90 75

EXI57. R LINE0 0 2056

12' 2.0/ 32.99 23' S' 14 30 ' t5'

^n IMI MEI IIIMMMUMNEIEM I.Mln

30

\

"

MN. Q

ko

•

.. of

Nrn

N N NI N

---N N

, .

-^.^4:1

h3 8 4+ D

0 0 574,4

PROP, PROP \I 24" FM 4 "WM

C MM NITY BL VD,

0/20 /00 80 60 40 20 0 20 40 60 80 /00 /20

ARCAD1S U.S., INC.0

m

(561) 697-7000. FAX (561) 369-4731

m

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

fo.

REVISION.

BY. DATE.i

CROSS SECTIONRIVERLAND DEVELOPMENTCOMPANY, LLC


H. I "•20[SCALE. I".10'

FIELD BOOK NO.

PPROVEDH WD

RAWN

HECKED.

HWD

ATE.

5-17 COMMUNITY BOULEVARDj

$DATEA

STIMME7

sF11Es

r

CONS T, & SURVEYSEX

OIL REEBAR FILL

A V A V A V

75' 75 '

35EXIST. RAN LINE

_6'_ 16' /2' /2' /4' 30 Z' 15' 8' 6 1

EXIST. R/1N LINE

0 0 2900_ .^^

3r N

O

N

4f

O

O

NN

N

N"'0

NN -

O^

'CO O

N

W "'01NI

----

PA---- -- - - - - -

4:!

1 NW--

N _^^ 4:1

=389+09

0 0 763.4

Pr

PROP. ;24" Fd ' 2

°ROP..4' WM

I I ^

35EXIST. R W LINE

75 ' 75

EXIST. R/W LINE

0 0 26718' 0' 16' 2' 4' /2' 14' 30 ' 2' !5' 8' 6'

^

3nN m O

'0.

M

rn NN

N N

N1 OA.

NO^

^rC)

CO

m O

75

4:1

\

m 'C'\9 N

,

4:!

388+090 0 679.1

?rPROP.24" FN

4

-2PROP:4" WM

U

35EXIST AAA' LINiE

75 ' 75 '

EXIST. R/W LINE

0 0 2188_ 6' 8' 5' 28 ' 1276 ' 1E74 ' 14'

s..^'

\{` ° ^--. ^i^ ►+

- ------ ^m "^

N. Ccj)l

mCO

1v

N° a

Friro m .

J- -.___._

N

__ _

N' -.----.

I N

_ -

-N

NN N

-_

NN^ 0,1

4a

L387+09

0 0 502.

?5

V PROP.__

PROP. _/

PQ24"FY 24 "WM

ICO MMU NIT BL VD.

i

f

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426(561 ) 697-7000. FAX (561) 369-4731

ARCADIS U.S., INC.

NO.1 REVISION, BY. DATE.RIVERLAND DEVELOPMENT

COMPANY, LLC

1600 SAWGRASS CORPORATE PARKWAYSUNRISE, FLORIDA MELD BDDK ND.

COMMUNITY BOULEVARD

2533

PROJECT NO. P16-206

JOB NO. WF900293

'ALE. HV.APPROVED.

HWDDRAWN.CHECKED.

HWDDATE.

5-17

CROSS SECTION

SPATES

SIIEIES

SFILES

r

^-^ CONST. 9 @ SURV.rSUBSOILEXC.

REGULAREXC. FILL

A V A V V

75 75

0 0 2028EX/ST. R W LINE ' _8' 6.79 ' 6' 2.14 ' 4' 0.07 ' 4' 30 2' S

EXIS T .

RA W LINE

i0 I cc.a Nui^

4^N

ON SN N

NNN -

Np

qj

t0

cD

N^

^

4:f N N NN-

N NN 4:1

392+0pD 0 699.2

--- \

`

.

PROP,24" FM

,- 23.48 _

ROP.4" WM

EXIST. R/W LINE '

75 75

EX/ST. RAW LINE

0 0 28956' 8' A' /6' 12' 4' /2' I4' 30 /5' 8' 6'

3C I

Q

N

coN

N'

N

O 01rn

Ncr.

aNrJ^^ ^

cYl No

N NI

^5

4:1N`v

N4:1

391+000 0 864.1

6

.

7C/

PROP.24" FM

ROP.4" WM

/

i

t"XiS r`. R!rv LINE

75' 75'

EXIST. R/W LINE

0 0 3086° 15 ' /2' 12' /4' 0 1F^

8' S'

3(7

OQ

N

N

lq

0

N

O^o

N

o

cr.

NN

am^N

0

NN

N Nl- rncN.

4:1 s4:1

390+000 0 802.5

I^H

`L-

I

--- ---__ ^

- ---- 24.63 --- ---- - -- ---- ---

\PROP.

24" FbROP.

4" WM

CO MMU NIT BL VD.

/20

/00

80

60

40

20

0

20

40

60

80

/00

/20

ARCADIS U.S., INC.GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

(561) 697-7000, FAX (561) 369-4731

0

m

"SCALE' H' 1"'20\

V'

I" 10'

APPROVED 'HWD

DRAWN'

I-

CROSS SECTION

COMMUNITY BOULEVARD

SHEET.

26

OF.

33

PROJECT NO. P16-206

JOB NO. WF900293

REVISION. BY.I DATE ''

a'


COMPANY, LLC


SUNRISE, FLORIDA

CHECKED.

HWD

DATE.

5-0

FIELD BOOK NO.

IDATEY TTI1IE$

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60

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AO,

REVISION.BY. DATE. (


COMPANY, LLC


SUNRISE, FLORIDA


(561) 697-7000. FAX (561) 369-4731

SCALE.V. I"•2D'APPROVED.

HWD

DRAWN.

CHECKED.

HWD

DATE.

5-17

CROSS SECTION

COMMUNITY BOULEVARD

FIELD BOOK NO. 1 `

S04TE4

STI).(E7

£FILES

SHEET.

27

OF.

33

PROJECT NO. P16-206

JOB NO. WF900293

CONST. $ SURV YSUBSOIL

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COMPANY, LLC


SUNRISE, FLORIDA

REVISION. BY.] DATE.A r

"S'SCALE. V.

10.

APPROVED.

HWD

DRAWN.

CHECKED.

HWD

DATE.

5-17ARCAD1S u.s., INC.

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426(561) 697-7000. FAX (561) 369-4731

COMMUNITY BOULEVARD

FIELD BOOK NO.

$D4TES

YT/41E <FII.E s

60

10.10

/20

CROSS SECTION

PROJECT NO. P16-206

28

33

l

CONST. & @ SURVEYSUBSOIL

EXC.REGULAR

EXC. FILL

A V A V A V

39EXIST. R/W LINE

75 ' 75 '

EX/ST. R)CW LINE

0 38 29710 ' U.3 ll 0.41 '12 ' 0.89 '

^

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/20 40020 /20/008060204060/00 80

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CROSS SECTION

COMMUNITY BOULEVARD

STIMIES

AFILEs


COMPANY, LLC


SUNRISE, FLORIDA

CSCALE.V. 1"•10'APPROVED.

HWDDRAWN.

CHECKED.

HWDDATE,

5-17

FIELD BOOK N0.

SWAT ES


15611 697-7000. FAX 15611 369-4731

CICONST. SURVEYSUBSOILEXC.

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l

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/20

/00

80

60

40

20

0

20

40

60

80

/00

/20

ARCADIS U.S., INC.

BY.4o. DATE.\REVISION.

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426(561) 697-7000. FAX 1561) 369-4731



/SCALE. H. I"•20 ''V.

1"•10'APPROVED.

HWD

DRAWN.

CHECKED.

HWD

DATE.

5-17

M ELD BOOK NO..

51A TET FT/NEs

TF ILES

COMMUNITY BOULEVARDPROJECT NO. P16-206

JOB NO. WF900293

/ CROSS SECTION

4'

30

33

CONSr. suRVErSUBSOIL

EXC.REGULAR

EXC. FILL

A V A V A V

EXIST• R/W LINE

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END bONST^uCT/0N0 4.2 /4

4'

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75 75

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0 0 /3- !0' e' 2' 33.14 ' 8.86 ' 428' 5.9 ' r8

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C MMU NITY BL ^ID,


COMPANY, LLC


SUNRISE, FLORIDA1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426(561) 697-7000, FAX (561) 369-4731

ARCADIS U.S., INC.

CROSS SECTION

COMMUNITY BOULEVARD

ST/12ES

SF/LES

PROJECT NO. P16-206

JOB NO. WF900293J

r

€ CONS'. Q SURVEYSUBSOIL

EXC.REGULAR

EXC. FILL

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D 32 022.8 11. 2' 24.8

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0 32 7II' 131 .71' 22.3•'

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/20

/00

80

60

40

20

0

20

40

80

/00

/20

BY./NO. DATE.1REVISION.

CROSS SECTION

COMMUNITY BOULEVARD

$F/LE$

FIELD BOOK NO) j) L

$DATEQ

$TIA?E$

SCALE. H. I•20

APPROVED. HWD

DRAWN.

CHECKED.

HWD

DATE.

5-17ARCAD1S U.S., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

15611 697-7000. FAX (561) 369-4731



J

1

CONST. & @ SURV:YSUBSOIL

EXC.REGULAR

EXC. FILL

A V A V A V

75 ' 75

EXIST. R/W LINEEXIST. R/W LINE

0 0 0

30

0 0 0

655+0Q

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1

75' 75'

EXIST. R/W LINE 6.8' 6.43 ' 29.57 ' EXIST. R/W LINE

0 6 01

3(.Ni-Q

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r.^ - --- --75.4 --- -- --_- - L--1_-_ 0 3.3 0

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30 :0

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20

D ISCO VER Y W AY

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/00

80

60

40

20

0

20

40

60

80

/00

/20

BY.NO.1(N\ REVISION. DATE.\

Jm

„00

r''00

^f r ARCADIS U.S., INC.1500 GATEWAY BLVD. SU]TE 200, BOYNTON BEACH. FL 33426(561) 697-7000. FAX (561) 369-4731



CROSS SECTION

SHEET.OF.

33 33

COMMUNITY BOULEVARD

PROJECT NO. P16-206JOB NO. WF900293

V.

•'APSCAL

PROVEE. HD.. 1

1"•H21 WD0

DRAWN.CHECKED.

HWDDATE.

5-17FIELD BOOK NO.

S0A YE$

ST/1'ES

SF/LES

1

N.P.D.E.S. STORMWATER POLLUTION PREVENTION PLAN

THIS PLAN SHALL BE PREPARED IN ACCORDANCE WITH THE GENERALREQUIREMENTS AND/OR ANY SPECIAL CONDITIONS OF ALL PERMITS WHICHAUTHORIZE THE CONSTRUCTION OF THE PROJECT. IN THE EVENT THERE ARENO PERMITS REQUIRED TO CONSTRUCT THE PROJECT. OR THE APPROVEDPERMITS TO DO SPECIFICALLY ADDRESS EROSION AND WATER POLLUTION ORTHEY DO NOT CONTROL SPECIAL CONDITIONS RELATING TO EROSION ANDWATER POLLUTION, THE PROJECT STORMWATEA POLLUTION PLAN FORCONSTRUCTION ACTIVITIES SHALL BE GOVERNED BY FLORIDA DEPARTMENTOF TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION (2007) SUBARTICLES 7-IJ. 7-2.2, 7-8.2. AND ARTICLES 104.1THROUGH 104.9.

PROJECT COMPLETION:

THE CONTRACTOR 'S PART OF THE SWPPP WILL INCLUDE HIS EROSIONCONTROL AND STORMWATER MANAGEMENT PLAN DURING CONSTRUCTIONAND ALL ADDITIONAL MEASURES HE WILL EMPLOY TO DISPOSE OF,

A.

NAME OF PERSON SAMPLING.B.

DATE AND TIME SAMPLE WAS TAKEN.C.

LOCATION OF SAMPLE POINT.D.

TIME AT WHICH TURBIDITY WAS MEASURED.

2.

CONTROL. OR OTHERWISE PREVENT THE DISCHARGE OF SOLID. HAZARDOUS.AND SANITARY WASTES TO WATERS OF THE U.S. PROCEDURES TO CONTROLON-SITE TRACKING AND SPILLING OF SOIL BY VEHICLES AND CONSTRUCTION

E.

TURBIDITY READING IN NTU 'S.F.

THE PERMIT TRACKING NUMBER.3.

TURBIDITY READINGS SHALL BE TAKEN IN THE CANALS APPROXIMATELY 100 FEETEQUIPMENT SHALL ALSO BE INCLUDED.

THE CONTRACTOR SHALL INCLUDE APROCEDURE FOR CLEANUP AND REPORTING OF NON-STORM WATER UPSTREAM OF THE DISCHARGE POINT AND IN THE DEWATERING EFFLUENT JUSTDISCHARGES SUCH AS CONTAMINATED GROUNDWATER AND ACCIDENTALSPILLS OF CONTAMINANTS.

THE CONTRACTOR'S PART OF SWPPP INCLUDINGPRIOR TO THE CANAL OUTFALL.

THE TURBIDITY LEVEL OF THE DEWATERING EFFLUENT SHALL NOT BE MORE THANREQUIRED SIGNED CERTIFICATION STATEMENTS. SHALL BE FURNISHED TOAND APPROVED BY PALM BEACH COUNTY PRIOR TO INITIATION OF ANY SOIL 29 NTU'S ABOVE THE BACK GROUND TURBIDITY LEVELS.

SHOULD THE TURBIDITYDISTURBING ACTIVITIES. LEVEL EXCEED 29 NTU'S MORE THAN BACKGROUND LEVEL THE CONTRACTOR SHALL

THE SWPPP FOR CONSTRUCTION ACTIVITIES SHALL BE PREPARED INCEASE DEWATERING AND INSTITUTE CORRECTIVE ACT/0N.

4.

ACCORDANCE WITH THE FORMAT AND GUIDELINES SET FORTH IN THE EPA THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING TURBIDITY CONTROLDOCUMENT NUMBER 833-R-92-001, DATED OCTOBER 1992. TITLED MEASURES, AS APPROPRIATE, FOR ANY DISCHARGES OFF-SITE:

5."STORMWATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES° AND THEA. IF THE DISCHARGE IS TO BE TO A DRAINAGE SYSTEM PIPECONTRACTOR'S PROPOSED SEQUENCE OF OPERATIONS.

THE SWPPP FORCONSTRUCTION ACTIVITIES SHALL DESCRIBE. BUT NOT BE LIMITED TO, THE WATER DIRECTLY INTO THE DRAINAGE STRUCTURE: IF THEFOLLOWING ITEMS OR ACTIVITIES: DISCHARGE WILL BE THROUGH A SWALE. OR OVERLAND. TO A

STRUCTURE OR WATER BODY. THEN THE PATH OF DISCHARGE SHALL BENON-STORMWATER DISCHARGES LINED WITH VISQUEEN PLASTIC. SOD. OR HAY BALES APPROPRIATELY

6.TO PREVENT A TURBID DISCHARGE TO THE STRUCTURE OR WATER BODY.

DEWATERING FOR UNDERGROUND FACILITIES INSTALLATION. POND CONSTRUCT-TON B. IF WATER WILL DISCHARGE TO AN OPEN WATER BODY, APPROPRIATEAND BUILDING FOUNDATIONS, WHEN NECESSARY. WILL BE DETAINED ONSITE FABRIC SILT SCREEN OR HAY BALES SHALL BE USED TO PREVENTWITHIN THE LAKE SYSTEM OR SMALL IMPOUNDMENTS AND MAY DISCHARGE FROM TURBID DISCHARGES.

WHEN POSSIBLE, ESTABLISH A DETENTION AREATHE SITE UNDER EXTREME CONDITIONS.

ANY DISCHARGE FROM THE SITE WILL TO ALLOW SUSPENDED SOLIDS TO SETTLE PRIOR TO ENTERING THE

7.REQUIRE FILTRATION AND TREATMENT PRIOR TO ENTERING THE OFFSITE WATER BODY.CONVEYANCE SYSTEM AND SHALL MEET THE REQUIREMENTS OF THE STATE C. IF THE ABOVE TURBIDITY CONTROL MEASURES ARE INADEQUATE TOPERMITS FOR STOR/,WATER DISCHARGE AND DEWATERING ACTIVITIES FOR THE RETAIN SEDIMENT ON-SITE AND PREVENT TURBID DISCHARGE. THESITE.

SPILL REPORTING FOR ITEMS SUCH AS OILS. FUEL. ETC. SHALL MEET PERMIT TEE SHALL SELECT, IMPLEMENT. AND OPERATE SUCH ADDITIONALTHE REQUIREMENTS OF 40 CFR PART 117 AND 40 CFR PART 302.

CLEANUP OR MODIFIED EROSION AND SEDIMENT CONTROL MEASURES NECESSARYAND DISPOSAL OF ALL SPILLS SHALL MEET THE APPLICABLE REGULATORY TO PREVENT VIOLATIONS OF WATER QUALITY STANDARDS AS SPECIFIEDAGENCY REQUIREMENTS AND SHALL BE HANDLED AND DISPOSED OF AS REQUIREDBY LAW.

IN CHAPTER 62-302, F.A.C..

THE CONTRACTOR SHALL PREPARE AND PROVIDE CITY OF PORT ST. LUCIE WITH ASPECIAL PLAN FOR THE PREVENTION. CONTROL AND ABATEMENT OF EROSIONAND WATER POLLUTION.

CONTRACTOR SHALL PREPARE AND SUBMIT FOR THE ENGINEERSAPPROVAL A PLAN FOR THE CONTROL AND ABATEMENT OF THE DISCHARGEOF TURBID WATERS FROM THE PROJECT SITE. THIS PLAN SHALL INCLUDETHE TYPE AND LOCATION OF ANY SETTLING BASINS. SETTLING TANKS.AND SWALES.

THE CONTRACTOR SHALL TAKE TURBIDITY READINGS AT PUMP START-UPAND AT LEAST ONCE PER DAY AT ALL POINTS OF DIRECT DISCHARGE INTORIVERS. STREAMS. OR CANALS. A STATE CERTIFIED LABORATORY MUSTANALYZE THE SAMPLES COLLECTED FROM THE BACKSIDE OF THE APPROPRIATETURBIDITY BARRIER, AND THE RESULTS SHALL BE SUBMITTED MONTHLY TO THENEAREST SOUTH FLORIDA WATER MANAGEMENT DISTRICT OFFICE. THE RESULTSMUST CONTAIN THE FOLLOWING INFORMATION THAT MUST BE SUBMITTED AT

A. LOCATIONS OF ALL EROSION CONTROL DEVICES.B. TYPES OF ALL EROSION CONTROL DEVICES.C. ESTIMATE LENGTH OF TIME EROSION CONTROL DEVICES WILL BE IN

OPERATION.D. MONITORING SCHEDULES FOR MAINTENANCE OF EROSION CONTROL DEVICES.E. METHOD OF MAINTENANCE EROSION CONTROL DEVICES.F. METHODS OF CONTAINMENT OR REMOVAL OR POLLUTANTS OR HAZARDOUS

WASTES.G. METHODS FOR THE CONTROL OF TURBIDITY DURING EXCAVATION AND

DEWATERING OF THE PROJECT INCLUDING SETTLING BASINS. SWALES. ANDTURBIDITY BARRIERS.

I.

FOR EACH PHASE OF CONSTRUCTION OPERATIONS OR ACTIVITIES, THECONTRACTOR SHALL SUPPLY THE FOLLOWING INFORMATION:

THE CONTRACTOR SHALL FURNISH THE ENGINEER THE NAME AND TELEPHONENUMBER OF THE PERSON WHO WILL BE RESPONSIBLE FOR MONITORING ANDMAINTAINING THE EROSION CONTROL DEVICES.

THE CONTRACTOR SHALL SUBMIT A COPY OF HIS SWPPP FOR CONSTRUCTIONACTIVITIES TO THE ENGINEER FOR HIS REVIEW AND APPROVAL ON OR BEFORETHE PROJECT PRECONSTRUCTION MEETING. NO CONSTRUCTION ACTIVITIESSHALL COMMENCE UNTIL THE SWPPP FOR CONSTRUCTION ACTIVITIES HAS BEENREVIEWED AND APPROVAL RECEIVED FROM THE ENGINEER. THE CONTRACTORSHALL SUBMIT TWO (2) COPIES OF THE APPROVED SWPPP FOR CONSTRUCTIONACTIVITIES TO THE ENGINEER AND ONE (I) COPY OF THE APPROVED SWPPP FORCONSTRUCTION ACTIVITIES TO CITY OF PORT ST. LUCIE PRIOR TO THE BEGINNINGOF CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING, MONITORINGAND MODIFYING THE SWPPP FOR CONSTRUCTION ACTIVITIES TO MEETCHANGING PROJECT SITE CONDITIONS.

THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED SWPPP FORCONSTRUCTION ACTIVITIES AT A CENTRAL LOCATION ON THE PROJECT SITE ATALL TIMES AND BE RESPONSIBLE FOR COMPLIANCE WITH THE APPROVEDSWPPP FOR CONSTRUCTION ACTIVITIES.

FULL PAYMENT FOR ALL WORK AND MATERIALS NECESSARY FOR PREPARATION,SUBMITTAL AND SUBSEQUENT MODIFICATION OF THE CONTRACTOR 'S SWPPPFOR CONSTRUCTION ACTIVITIES AND FOR IMPLEMENTING IT DURINGCONSTRUCTION SHALL BE INCLUDED IN THE MOBILIZATION PAY ITEM (L.S.).

THE CONTRACTOR SHALL UTILIZE TEMPORARY & PERMANENT EROSION CONTROLMEASURES AND DEVICES AS SHOWN IN THE FOOT STANDARD INDEX NUMBERS 100THRU 106 DURING CONSTRUCTION OF THE PROJECT.

REVISION.

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426(561) 697-7000, FAX 1561) 369-4731



ARCADIS U.S., INC.

1

SOIL TRACKING PREVENTION DEVICE

INLET PROTECT/ON SYSTEM TYP.

STORM WATER POLLUTION PREVENTION

COMMUNITY BOULEVARD

'SCALE.

1"•100

APPROVED.

HWD

DRAWN.

B.F.

CHECKED.

HWD

DATE.

5-17

ea(FIELD BOOK NO, l

SDATES

$TIMES

SFILE$

33B

33

PROJECT NO. P16-206

JOB NO. WF900293

PO. REVISION.




(561) 697-7000. FAX (561) 369-4731

I

COMMUNITY BLVD.

PROP. STAKED SILT FENCE

41Y

II

II

II

'-,


(561) 697-7000. FAX (561) 369-4731

BY.REVISION.



APPROVED.

HWD

DRAWN.

B.F.

CHECKED.

HWD

DATE.

5-l7

FIELD BOOK NO.

$DA TEs

(STORM WATER POLLUTION PREVENTION ICOMMUNITY BOULEVARD

$7ufE$

SFILEY

SHEET.

33C

OF.

33

PROJECT NO. P16-206

JOB NO. WF900293

e.

COMMUNITY BOULEVARD

SIGNING & PAVEMENT MARKING PLANS

AT

RIVERLAND • PARCEL A • PHASE 1FOR


0z

GOVERNING SPECIFICATIONS:

FLORIDA DEPARTMENTOF TRANSPORTATION STANDARD SPECIFICATIONSFOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION.


THESE PLANS HAVE BEEN PREPARED IN ACCORDANCEWITH AND ARE GOVERNED BY THE STATE OF FLORIDA,DEPARTMENT OF TRANSPORTATION, DESIGN STANDARDS.(BOOKLET DATED JANUARY, 2015)

ALL MATERIALS AND CONSTRUCTION SHALL CONFORMTO THE LATEST FOOT DESIGN STANDARDS ANDLATEST STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION.

END PROJECTSTA. 410 . 00

BEGIN PROJECT

STA. 382 . 00

ARCADIS U.S., INC.0

HENRY W. DEIBEL. JR.. P.E.

)

WF9DU't 9J

INDEX OF SHEETS

SHEET No.

DESCRIPTION

S

COVER SHEET

S-2 - S-10

SIGNING 8 PAVEMENT MARKING PLAN SHEETS

FROM APPROX. 2500 LF SOUTH OF DISCOVERY WAY TOAPPROX. 1000 LF NORTH OF DISCOVERY WAY

1500 GATEWAY BLUVD. SUITE 200. BONYTON BEACH. FLORIDA 33426

(561) 697-7000, FAX (561) 369-4731

I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN AREIN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS ANDCRITERIA IN EFFECT ON T HIS DATE FOR PALM BEACH COUNTYENGINEERING DEPARTMENT AND THE STATE OF FLORIDADEPARTMENT OF TRANSPORTATION.

ENGINEER'S CERTIFICATION

DATE: PROFESSIONAL ENGINEER • 50449

ST. LUCIE COUNTY LINE

LOCATION MAP

N.T.S.

SEC. 4,9 TWP. 37 S, RGE. 39 E

SCALE: N.T.S.

APPROVED: H.D.

DRAWN: B.F.

CHECKED: H.D.

DATE 4-16

SHEET:

S-I

OF:

S - IS

PSL PROJECT No.

P16-2D6

0a

ARCADIS PROJECT No.

o ro

40

Feet

EXIST. R/W LINE

371

372

373

374

375

376

377

EXIST. R/W LINE

I8" SOLID YELLOW

• 6" DOUBLE YELLOW

6" SKIP YELLOW TYP. (10' - 30')

6" SKIP YELLOW TYP. ( 6' - 10')

6" SKIP YELLOW TYP. 1 2' - 4'1

• RPM BI-DIRECTIONAL AMBER/AMBER

• FDP WHITE

• FOP YELLOW

• RPM BI-DIRECTIONAL WHITE/RED

BEGIN SIGNING & PAVEMENT MARKINGSSTA. 375+00

I I l

STRIPING KEY

QA • 6" SOLID WHITE

q

- B" SOLID WHITE

12" SOLID WHITE

18" SOLID WHITE

24" SOLID WHITE

• SKIP WHITE TYP. (10' 30')

SKIP WHITE TYP. 16'

10')

• SKIP WHITE TYP. ( 2' 4')

SOLID YELLOW

00

0

©`

q -

I,LA

.o NO. REVISION. BY. GATE

oo

m

ARCAD1S U.So

., INC.

m-

1500 GATEWAY BLVD.

SUITE

200,

BOYNTON BEACH,

FL

33426

F

m

(5611

697-7000,

FAX

(5611

369-4731

m

p



SCALE.

1- . 40'

WD

SIGNING a PAVEMENT MARKING PLANSDRAWN.

BF

DATE.

ROVED.

H

CHECKED. HWD

COMMUNITY BOULEVARD5-^

FIELD BOOK NO,

$FILEb$DATE$

STIF'ES

0 /0

40

Feet

1-EXIST. R/W LINE

EXIST. R/W UNE

30'110'14')

R8

STRIPING KEY

6" SOLID

WHITE

8" SOLID WHITE

12" SOLID WHITE

18" SOLID WHITE24" SOLID WHITE

6" SKIP WHITE TYP. 110'

SKIP WHITE TYP. 1

6'

0' SKIP WHITE TYP. (

2'

0' SOLID YELLOW

18" SOLID YELLOW

6" DOUBLE YELLOW

6" SKIP YELLOW TYP. (10'

30')6" SKIP YELLOW TYP. ( 6'

10')• 6" SKIP YELLOW TYP. ( 2' 4')

RPM BI-DIRECTIONAL AMBER/AMBER

FOP WHITE

• FOP YELLOW



(561) 697-7000. FAX 1561) 369-4731

NO, REVISION. I BY, , DATE.


1600 SAWGRASS CORPORATE PARKWAYSUNRISE,

FLORIDA

SCALE,

I"•40

APPROVED.

HWD

DRAWN, BF

CHECKED.

HWD

DATE,

5-17

FIELD BOOK NO.

$D4TE=

SIGNING 8 PAVEMENT MARKING PLANS

COMMUNITY BOULEVARDSTl1IES

SF/LE$

/

STRIPING

KEY

6" SOLID WHITE

©- 8" SOLID WHITE

0 12" SOLID WHITE

0 18" SOLID WHITE

24" SOLID WHITE

6" SKIP

WHITE TYP.

©' 6" SKIP

WHITE TYP.

6" SKIP

WHITE TYP.

6" SOLID YELLOW

R2-I

EXIST. R/W LINE

COMMUNITY BLVD.

0 10

40

Feet

110'

30'11

6'

10'1

12'

4'1

EXIST. R/W LINE

EXIST. R/W LINE

• 18" SOLID YELLOW


6" SKIP YELLOW TYP. 110' - 30')6" SKIP YELLOW TYP. 16' - ID')

• 6" SKIP YELLOW TYP. ( 2' - 4')RPM BIDIRECTIONAL AMBER/AMBER

• FOP WHITE

• FDP YELLOW

RPM BI-DIRECTIONAL WHITE/RED

© '

l


1561) 697-7000, FAX (561) 369-4731

/REVISION. BY.I DATE.\

SF/LEE



SCALE.

I".40'

APPROVED.

HWD

DRAWN.

BF

CHECKED.

HWD

DATE.

5-//

FIELD BOOK NO.

sDAYEs

I

ExrS r. R/W UNE

EXIST. R/W UNE

EXIST. R/W UNE

-r'''s--EXIST. R/W UNE

R•

CD -

STRIPING KEY

®• 6" SOLID WHITE

0= 8" SOLID WHITE

12" SOLID WHITE

18" SOLID WHITE

24" SOLID WHITE

6" SKIP WHITE TYP. (10'

30')6" SKIP WHITE TYP. 1 6'

ID'I

6" SKIP WHITE TYP. 1 2'

4'l

6" SOLID YELLOW

• 18" SOLID YELLOW



6" SKIP YELLOW TYP. 1 6' - 10'I

• 6" SKIP YELLOW TYP. 12' - 4')


EDP WHITE

• EDP YELLOW


000

0"


15611 697-7000. FAX 1561) 369-4731

NO.!

REVISION.

BY. OATEN p

l

SCALE.

1"•40`

APPROVED

HWD

DRAWN.

BF

CHECKED.

HWD

DATE.

5-17

FIELD BOOK NO.)

SEAT ES



FILES

SHEET. S-5

OF.

S-10

PROJECT NO. P16-206

JOB NO. WF900293

0 /0

40

Feet

EXIST. R/W LINE

EXIST. R/W LINE

7

EXIST. R/W LINE

STRIPING KEY

SCALE,

I"•40'

APPROVED

HWD

DRAWN,

BF

CHECKED,

HWD

DATE,

5-0

FIELD BOOK NO

18" SOLID YELLOW

6" DOUBLE YELLOW



6" SKIP YELLOW TYP. 1 2' - 4'1


FDP WHITE

FOP YELLOW


0'

ARCADJS u.s., INC.

0'

0'®'®'

GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426(561) 697-7000, FAX (561) 369-4731

R/W LINE



SIGNING a PAVEMENT MARKING PLANS

SHEET, S-6

8: 12" SOLID WHITE

6" SOLID WHITE

8" SOLID WHITE

18" SOLID WHITE

0=

24" SOLID WHITE

SKIP WHITE TYP. 110'

30')

6" SKIP WHITE TYP. ( 6'

10')


4')

6" SOLID YELLOW

OF.

S-10

COMMUNITY BOULEVARD

PROJECT NO. PI6-206

F

AJOB NO. WF9D0293

SC4TE?

/TILES

EFILES

BE RELOCATED

ROAD C-LO-SE-D-l

^HRU TRAFFIC)RI-1

RI-I

EXIST. SIGNTO BE REMOVED .

EXIST. SIGN (71 . • •

EXIST. SIGN ITO BE REMOVED

TO REMAIN

I_

ExISTJ

SIGN

EXIST. SIGNTO BE

REMOVED

TO BE REMOVED

(10'

30')

(

6'

10')

(

2'

4')

^`

0

R•.

0 10 40

Feet

REVISION. BY. DATE.\

STRIPING KEY

0. 6" SOLID WHITE

O • 8" SOLID WHITE

12" SOLID WHITE

18" SOLID WHITE

0 24" SOLID WHITE

O . 6" SKIP WHITE TYP.

(D. 6" SKIP WHITE TYP.

©• 6" SKIP WHITE TYP.

• 6" SOLID YELLOW

18" SOLID YELLOW


6" SKIP YELLOW TYP. (10'

30')6" SKIP YELLOW TYP. ( 6'

10')

6" SKIP YELLOW TYP. ( 2' 4')


FDP WHITE

• FDP YELLOW




SCALE.

1".40'

APPROVED.

HWD

DRAWN.

BF

CHECKED.

HWD

DATE.

5-17

FIELD BOOK NO.)

Spa TES

ARCADIS U.S., INC.1500 GATEWAY BLVD. SUITE 200, BOYNTON BEACH. FL 33426

15611 697-7000, FAX (561) 369-4731

RI-136'x36'

SFILES

6" SOLID WHITE

• 2•' SOLID WHITE

• 8•' SOLID WHITE

• 24" SOLID WHITE

6" SKIP WHITE TYP. (ID'

30'1

6" SKIP WHITE TYP. 1 6'

10'1


4')

6" SOLID YELLOW

18" SOLID YELLOW

6" DOUBLE YELLOW

6" SKIP YELLOW TYP. (10' - 30')6" SKIP YELLOW TYP. 16' - 10'1



FDP WHITE

FDP YELLOW

RPM 81-DIRECTIONAL WHITE/RED

0'R•g•

^-

0'


1561) 697-7000. FAX 15611 369-4731

00

cr,

mL,J #,,4

[

REVISION.

BY. DATE.\



SCALE.

I"•40'

APPROVED.

HWD

DRAWN.

BF

CHECKED.

HWD

DATE.

5-17

Fa IELD BOOK NO.

SDATES


COMMUNITY BOULEVARD

$TII!E$

STILES

W6-2

' 18" SOLID YELLOW



6" SKIP YELLOW TYP. 1 6' - ID')

• 6" SKIP YELLOW TYP. 12' - 4')


FOP WHITE

• FOP YELLOW


®®`

REVISION.'NO. BY. DATE.+


COMMUNITY BOULEVARD

'SCALE.

I".40'

APPROVED.

HWD

DRAWN.

BF

CHECKED.

HWD

DATE.

5-17




(561) 697-7000. FAX (561) 369-4731 FIELD BOOK NO.

$04 TES, sFILEs3TIdE$

EXIST. SIGNTO REMAIN

EXIST. R/W LINE

407

412

1

'""--EXIST. R/W LINE

• 6" SOLID WHITE

• 8" SOLID WHITE

12" SOLID WHITE

8" SOLID WHITE

24" SOLID WHITE

6" SKIP WHITE TYP. (10'

30')


0')

• 6" SKIP WHITE TYP. 12' 4')

• 6" SOLID YELLOW

0

1

EXIST. SIGNSTO BE REMOVED

I OI CD

hm^o

11^^ . 2/

- of---

r---

/80'

-LC - 180_

DISCOVERY WAY

r EXIST. R/W LINEEXIST. R/W LINE^

- _

li

L_

85/

852

853

854

855

856

857

I I I I

I

I

--------- --------

V

------------ --------

w.r

N

m.r

EXIST. R/W LINEEXIST. R/W LINE-71

EXIST. SIGNTO REMAIN

0'

,

0'STRIPING KEY

• 6" SOLID WHITE

• 8" SOLID WHITE

• 12" SOLID WHITE

• 18" SOLID WHITE

• 24" SOLID WHITE

• 6" SKIP WHITE TYP. 110' 30'1

• 6" SKIP WHITE TYP. 1 6' 10 . 1

• 6" SKIP WHITE TYP. ( 2' 4')

6" SOLID YELLOW

18" SOLID YELLOW

6" DOUBLE YELLOW

6" SKIP YELLOW TYP. 110'

30'16" SKIP YELLOW TYP. ( 6'

ID')• 6" SKIP YELLOW TYP. ( 2' - 4')


FOP WHITE

• FDP YELLOW


NO. REVISION BY . DATE.°ml

m

.

RIVERLAND

DEVELOPMENT

aPPROV6o.

HwD

SIGNING R PAVEMENT MARKING PLANS

SHEET. 5 1D

COMPANY,

LLC

DRAWN,

BF

OF(

s 10

o

; J

ARCAD1S U.S., INC.1500 GATEWAY BLVD.

SUITE 200,

BOYNTON BEACH,

FL

334261600

SAWGRASS

CORPORATE

PARKWAY

CHECKED.

HWD

[SCALE."•40'

DATE.

5-0

COMMUNITY

BOULEVARD

IROJECT N0. P16 2O6

5617

697

7000.

FAX

15611

369

4731 SUNRISE,

FLORIDAFIELD BOOK NO.

OB NO.

WF900293

SDA TE4

$TI11ES

$FILE$

COMMUNITY BOULEVARD

WATER MAIN & FORCE MAIN PLANS

INDEX OF SHEETS ATSHEET No.

DESCRIPTION

UT-I

COVER SHEET

UT-2 - UT-14

UTILITY PLAN a PROFILE SHEETS

UT-I5 - UT-I7

DETAILS

RIVERLAND • PARCEL A • PHASE 1FOR


FROM APPROX. 2500 LF SOUTH OF DISCOVERY WAY TOAPPROX. 1000 LF NORTH OF DISCOVERY WAY


END PROJECT

STA 409+31 10 ENGINEER'S CERTIFICATION

BEGIN PROJECT

STA. 375+00

0r

0]J

ST, LUCIE COUNTY LINE

I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN AREIN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS ANDCRITERIA IN EFFECT ON THIS DATE FOR PALM BEACH COUNTYENGINEERING DEPARTMENT AND THE STATE OF FLORIDADEPARTMENT OF TRANSPORTATION.

LOCATION MAP

ARCADIS U.S., INC.DATE: PROFESSIONAL ENGINEER • 50449

1500 GATEWAY BLUVD. SUITE 200, BONYTON BEACH, FLORIDA 33426

(561) 697-7000, FAX (561 ) 369-4731

N.T.S.SEC. 4,9 TWP. 37 S, RGE. 39 E

HENRY W. DEIBEL, JR., P.E.

mw

N-

Irr

z0r

6zSCALE N.T.S.

APPROVED: H.D.

DRAWN: B.F.

CHECKED: H.D.

DATE 5-17

SHEET:

UT-I

OF:

UT-17

PSL PROJECT Na

P16-206

ARCADIS PROJECT Na

WF900293

3

to

32

30

28

26

24

22

20

-

^-

SP'/ 0

/0 _ 40

et_--

-_

----

--

-- --

--

--_.

NOTES:

STA. 367+53.80 85 LTCONST. 8' WM GV'1WITH VALVE BOX & COVER

WILL BE LOCATED WITHIN CONC. CONNECT TO ON-SITE WMUSE PATH AND CURB AND GUTTER. BY OTHERS CONST.

JOINTS IN ACCORDANCE WITH UTILITY

BACTERIOLOGICAL SAMPLE POINT'ISHEET UT-15. T.O.P. = 24.33 F.G. = 28.00

OF PIG LAUNCHING AND RECOVERYARE APPROXIMATE.

CONTRACTOR ?^tDETERMINE FINAL LOCATIONS ANO

NUMBER IN FIELD DURING CONSTRUCTION.

366 367

= LAUNCHING

PROP.

CONST . TEMPORARYSTATION

PIG

369

-

I.

NO VALVESSHARED

2.

RESTRAINDETAIL

3.

LOCATIONSTATIONSSHALLREOUIRED

55

8' PVC WM

3368 370

CONST. AUTOMATICFLUSHING DEVICE

----

CONST. TEMPORARYRECOVERY

CONST.CONST.CONST.

STA. 367+59CONST. 24'T.O.P.

v

STA. 367+53.80

PIGSTATION

70 RT24' PLUG. 24'x8'8' GV'2 T.O.P.

=BACTERIOLOGICAL

70 RTWM GV'3 WITH VALVE

25.00 F.G. = 28 50X

TEE25.00 F.G. = 28.50

SAMPLE POINT'2

BOX & COVER-

pROp 24' PVC,

wWM

w v- v---

--w

-- -- ----

CONST. TEMPORARY PIGRECOVERY STATION

.--

--

- -T

'Ilk

ISP'2

1

F WISHED G ' . /E OVER 24' PVC WM 28.50

6:l

__ TOP OF WA = 25.00

- PROP.24* WM

STA. 367+53 70 RTPLUG, 2' B OW OFF \CCAST. 24'

STA. 367+59'3CONST . 24' GV

,cnn

ncc,un

mNn

h

n

mln

365

366

367

368

369

370

371

26

24

22

20

Ln

32

30

28

BY.REVISION.


COMPANY, LLC


$DATE$

$TIME$

$FILE$


(561) 697-7000. FAX (561) 369-4731

UTILITY PLAN AND PROFILE

COMMUNITY BOULEVARD

3

32

30

28

26

24

22

20

EXIST. RIW LINE

STA. 375 :1.00 70 24' RCPPROP. 16' PVC FM WITH2- FIBER OPTIC CONDUIT---T-

-

0

/0 40CONST. 16'PLUG & Z BLOW OFFf FM WI WITH VALVE BOX & COVER_

WITH FIBER OPTIC CABLET.O.P.

24.67 F.G.

29.00 --F -ieer

23.3421 .50

FMEn_ FBOT IC FM0TOP 24' POP CONST. PIG RECOVERY STATION1§4"-14

/8' POP

CONST. BACTERIOLOGICAL SAMPLE PO/NT'3

37.5372 374 3

F

75

376

-3e EEESE

BE LOCATEDPATH AND

UT-15.PIG LAUNCHING

FINALIN

STA. 374+90 6 LTCONST. FIRE HYDRANT ASSEMBLYWITH 6' WM GV06

E

60S/:°4

SURVEY--y

STA. 374+90 70 RTCOAST. BACTERIOLOGICAL SAMPLE POINT*424' WM GV'4 WITH VALVE BOX & COVER

NOTES:I.

NO VALVES WILLSHARED USE

2.

RESTRAIN JOINTSDETAIL SHEET

3.

LOCATION OFSTATIONS ARESHALL DETERMINEREOUIRED NUMBER

IN ACCORDANCE

APPROXIMATE.

CURB AND

AND

LOCATIONSFIELD DURING

WITHIN CONC.GUTTER.

WITH UTILITY

RECOVERYCONTRACTOR

ANDCONSTRUCTION.

Y

RCP

1

PROP. 24' PVC V/M1_ _CONST.

TEE

WITH 6' WM &V. 5

EXIST. R11# LINE

SVII/ Go. 00

TA.

57, +00

EL 29.60

FINISHED GRADE OW R 24' PVC WY 28.50

A0. jc 7.

ywy

29.50-Ei

FROA I EL 29.00

TOP Of WM = 25 00 STACON

. 375+00 ^3 T.

16' PbO LTIG, Z BLOI V OFF AND 16' FM GV '/

STA.CONS

375+00_ T- -LVG

Tqp OF WY 25. 00- - -. 16' PLUG V'I TOP OF FM = 24.67 /--

PROP. 4' WM

.374+90 7C RT\_ PROP . 24' WM PRC /6" F

STACONSAND A I I

-r. 24'x 6'24' GV *4

TEEI =7( FL 0 019a 7,

TO O(AQ LL

24' RCF

7

32

30

28

26

24

22

20377371 376375372 374373


COMPANY, LLC1600 SAWGRASS CORPORATE PARKWAY

SUNRISE, FLORIDA

SCALE.

" . 40 1APPROVED.

HWDDRAWN.

B.F.CHECKED.

HWDDATE,

5-17

FIELD BOOK NO.muTE$

PROJECT NO. P16-206

JOB NO. WF900293

^^^0^^^^^^ ^^N0N^ Us INC.100 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426(561) 697-7000, FAX (561) 369-4731

COMMUNITY BOULEVARD

IUTIL ITY PLAN AND PROFILE

I-

rSHEET. UT-3OF.

UT-I7

N

(Al Lc,

-EXIST. RNd LINE

PROP. 16' PVC FM WITH

- _

wI2'rnFIBER FU

BEF7

OOPTICPTI

CONDCCABLE

UIT-

FM

- - - - F!L - "t

BOT l5 FM = 23.34TOP 24' RCP = 21.50

RCP

/

377 378 374-

38

- m

0 381 382

SURVEY

NOTES:I. NO VALVES WILL BE LOCATED WITHIN CONC.

SHARED USE PATH AND CURB AND GUTTER.2. RESTRAIN JOINTS IN ACCORDANCE WITH UTILITY

DETAIL SHEET UT-15.3. LOCATION OF PIG LAUNCHING AND RECOVERY

STATIONS ARE APPROXIMATE. CONTRACTORSHALL DETERMINE FINAL LOCATIONS ANDREQUIRED NUMBER IN FIELD DURING CONSTRUCTION.

i-PROP. 24' PVC WM

w - _^ - _ - - w -- _ W wI

w

Ftl .

Feet

o Io

FM_

40

9

18' RCP

n w

EXIST. R/'N LINE--J

w

NVP! 00.00EL 29.60

N NN

S ro5 PROP. FINISHED GRADE

N

AT PGLl-1 0.3C 2

-1 0.302 f+) 0.30 %

VP! 00.EL 28.7

CONSFROM

T. 46LF -18'RCPS (04

TOPOF F M = 24.67 TOP OF Or'

25.00

- - ---- -

____ ____ ____ __ ____ _

_ -- ---- -----

PROP. 24" WM PROP .

/6' FM

- FL 23.80

COVETO

T. 3/ LFOUTFALL

- 24' RCP

c o n NN v N FLl9.25 N

n a c.) h _

377

378

379

380

381

382

30

26

32

28

24

20

22

32

30

28

26

24

22

20

J


COMPANY, LLC



COMMUNITY BOULEVARDARCADIS u.s., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

(561) 697-7000. FAX (561) 369-4731 [

'\ SCALE.

I"•40'APPROVED.

HWDDRAWN.

B.F.CHECKED.

HWDDATE.

5-17

FIELD BOOK NO.

ADATEA

ATIMEA AFILES

32

30

28

26

24

22

20

6' FORCE MAIN BY OTHERS NOTES:CONNECT TO ON-SITE

I. NO VALVES WILL BE LOCATED WITHIN CONC.FORCE MAIN BY OTHERS

SHARED USE PATH AND CURB AND GUTTER.STA. 383+81.77 86 LT

2. RESTRAIN JOINTS IN ACCORDANCE WITH UTILITYCONST. 6' FM GV63 WITH

DETAIL SHEET UT-I5._ _VALVE BOX & CQV^R 3. _ LOCATION OF PIG LAUNCHING AND RECOVERY

STA. 383+81.77 70 LT

STATIONS ARE APPROXIMATE. CONTRACTORCONST, 24'x 6' TEE

SHALL DETERMINE FINAL LOCATIONS ANDREQUIRED NUMBER IN FIELD DURING CONSTRUCTION.

81 STA. 382+81 62 LT

B3 STA. 383+07 62 LTCONST. 16' 22.5' VERT. BEND

CONST. /6' 22.5' VERT. BENDTOP FM = 24.67

TOP FM = 22.50RESTRAIN JOINTS 21 FEET

RESTRAIN JOINTS 6 FEET

STA. 382+87 62 LT

B4 STA. 383+13 62 LTCONST. 1' 22.5' VERT. BEND

CONST. /6' 22.5' VERT. BENDTOP FM = 22.50

TOP FM = 24.67RESTRAIN JOINTS 6 FEET

RESTRAIN JOINTS 2/ FEET

CONST. TEMPORARY PIGRECOVERY STATION

PROP. 24' PVC WM

--EXIST. R/W LINE

EXIST. RAY UNF --/a A

VP 54.00 ti

SHED GR

:\t

y NEL 29.76

PROP. FIN ADE A T PGLA . Jr":

0.377.

IGa

(+1 0.3

VP. 54.00

I RTx 12 'TEE

0 RTGV'9

STA . 383.81 , 77 70 L

_ _ _ _

CONSFROM

`. 56 LF - 24' RCP

7

/PI 80.00CONST. 245 FM GV'VALVE BO

x5 TEEWITH

& COVERL 28.56

OPOFWM =25.00 B/ +P OF FM = 24.67TOP OF WM & FM = 25.00

- - _ ___ __- ---1

PROP, 24' FMPROP 24' WM "^'

: ' FM1

S TA. 383+7 ..77 70 LT STA. 384 +95 50 RT \---- FL

-I/- C1NST. 24' 45 REDUCER CONST, 2 'x5 TEE 23 40'

STA . 382+95

B2

70 LT 1 0 CONSTO O

T.

/92 LFUTFACE F /7.77L

7.77;CP

CONVAL

ST. /6' FMVE BOX &

GV'2 WITH;o

a NCOVER

382

383

384

385

386

387

Ln

382

PR^7P. 16'-PVC M WITH2' FIBER OPTIC CONDUIT

./,WITH FIBER OPTIC CABLE /'

- M

STA. 382+97.77 85 LTCONST. /2' WM GV'1WITH VALVE BOX & COVERAND 12' PLUGBACTERIOLOGICAL SAMPLE POINT'S

_T.O.P. =25.K) F.G. =28.50

483

STA. 382+95 70 LTCONST. l6' FM GV'2 WITHYALVE_BOX & COVER _T.O.P. = 22.50 F.G. = 28.50

CONST. TEMPORARYPIG LAUNCHING STATION

PROP. 12' PVC WM

STA. 382+97.77 70 RTCONST. 24'x 12' TEE12' WM GM WITH VALVE BOX & COVER

STA. 383+00 70 RTCONST. 24' WM GV'9 WITHVALVE BOX & COVERT.0.P. = 25.00 F.G.=29.62

J

I^

S0 ._383+7677 _ .\p

7 LTCONST. 24'x 16' AREDUCER

@ SURVEYJ

w

384

B5 STA. 382+97.77 56.50 RTCONST. /2' 45' VERT. BENDTOP WM = 24.50RESTRAIN JOINTS 6 FEET

B6 STA. 382+97.77 55 RTCONST. 12' 45' VERT. BENDTOP WM = 25.10RESTRAIN JOINTS 6 FEET

PROP. 24' PVC WM

r

9 SP'6

STA. 384+95 6 RTCONST. TEMPORARY FIRE HYDRANT ASSEMBLY'26' WM GM/BACTERIOLOGICAL SAMPLE POINT'ST.O.P. = 24.25 F.G. = 30.45

95P'7

-

STA. 384+95 70 RTCONST. 24'x6' TEE AND6'WMGV'10BACTERIOLOGICAL SAMPLE POINT'7T.O.P. = 25.00 F.G. = 29.35

36' RCP

FeetPROP. 24' PVC FM WITH2' FIBER OPTIC CONDUITWITH FIBER OPTIC CABLE

XIST, (l/Y! IMF---,

386

0 10

@BOT 24' FM = 23.00TOP 36' RCP = 2/.K)

40

24' RCP-,

24' RCP

3

32

30

28

26

24

22

20

BY.REVISION.



sDATE$

sTIMEs

SF/LES


(561) 697-7000, FAX (561) 369-4731


COMMUNITY BOULEVARD

- PROP. 24' PVC FM WITH2' FIBER OPTIC CONDUIT

EXIST. R/W LINE ---^WITH FIBER OPTIC CABLE

_

CErCEm

N

n

@ SURVEY

PROP. 24' PVC WM



DETAIL SHEET UT-I5.3. LOCATION OF PIG LAUNCHING AND RECOVERY


^-EXIST. R/-N LINE L--EXIST. R/W LINE

32

30

28

26

24

22

20

NON N

VPI 80.00

0

N

PROP. F INISHED GRADE AT

N

PGL

aNEL 29.46

0.30X !-J 0.3L X

- -

^TCP OF WM & FM = 25 .00

PROP , 24' WM PROP. 24' FM - -- - - - -_

_\,¼ _

o,N

NN

L^C

CC_

N

QC

QN

t'

QN

_

N

N. h

387

388

389

390

391

392

32

30

28

26

24

22

20

SCALE.

I"•40 '

APPROVED.

HWD

DRAWN.

B.F.

CHECKED.

HWD

DATE.

5-I7

\F IELD B0OK NO.

sDATES

STIMEs

$FILE$




(561) 697-7000. FAX (561) 369-4731

BY.REVISION.


COMMUNITY BOULEVARD

0 /o

40

STA. 394+00 70 LTCONST. 24' FM GV '4T.O.P. = 25.00 F.G. = 28.78

PROP. 24' PVC FM WITH2' FIBER OPTIC CONDUITWITH FIBER OPTIC CABLE

Feet

M-.vy.•,-••L•.-:'^---

24' ACP^

C4 BOT 2^ FM 23.00-

TOP36'RCP= 3. 00

M

7

N

18' RCP

STA. 392+95 70 RTCONST. 24' WM GV'12T.O.P. = 25.00 F.G. = 28.55

STA. 394+95 70 RTCONST. 24'x6' TEE AND TEMPORARYFIRE HYDRANT ASSEMBLY •36' WMGV'I3&14BACTERIOLOGICAL SAMPLE POINT •8 & '9T.O.P. = 25.00 F.G. = 29.20

3. LOCATION OF PIG LAUNCHING AND RECOVERY xI

STATIONS ARE APPROXIMATE. CONTRACTORSHALL DETERMINE FINAL LOCATIONS ANDREQUIRED NUMBER IN FIELD WRING CONSTRUCTION.

PROP. 24' PVC WM

1. NO VALVES WILL BE LOCATED WITHIN CONC.SHARED USE PATH AND CURB AND GUTTER.

2. RESTRAIN JOINTS IN ACCORDANCE WITH UTILITY- DETAIL-SHE-E-T--UT-15.

w

32

30

28

26

24

22

20

EXIST. RUNE -"

\-EXIST. R/W LINE

O N N

'

PROP. IN/SHED

N

N

RADE A PGL

N

N VP/ 80.00

EL 29.76

O

n

, I

n

_

n

-

n

-

n

-

•

-

-

-

-

-5 205

n

1

n

^nW

-^ _VP/ 80.0

-202

CON T.44 LF

5 201

/8' RCPSTA.CONS

394+00 7rI

24' GV•LT

\EL 28.5 FRO

STA.CONST

92'

7024 WM i

RTV•12 -I WA TOP OF 25.00

= -^-PW ..^ . I^

IIII^

-_ .^ -._ E -^ PROP. 24" FM OPIST. 37 LF - 24'

FL 2 .iO I FL 22.3

FL 22.60 F L 2" .98

CONST. /07 LF 36" RC'.TO OU FALL FL /7.67

392

393

394

395

396

397

32

30

28

26

24

22

20

L0


COMMUNITY BOULEVARD

STIMES

SFILES


(561) 697-7000. FAX (561) 369-4731


COMPANY, LLC


I

BY.REVISION.

STA, 399+17 81 LT STA. 399+30 81 LTCONSTI 24' ' °LUG WIT2'BLQN 01 J

D^f

-

EX

i t1I

T . R/W LIFE --

SP'll r

'STA. 400+70 85 LT

'

° TEE AND TEMPORARYCONST. 24 x6FIRE HYDRANT ASSEMBLY '46' GV•20BACTERIOLOGICAL SAMPLE POINT 11CONST, 24 'PLUG

STA, 400+70 92 LTCONST, 24' GV''/9

EXIST

RPW LINE

0 10

40

Feet

CONST. 24=19.00

' 45 'F.G. = 28.50

/

STA. 398+56 70 LT 24' FM GV 5 \O

PROP. 24' PVC FM WITH CONST. 24'45 'BENDT.O.P,=25.00F.G.=28.92

/ 1l

I1

I1

EXIST. R/W STA. 400+49,65 LLINEWITH2' FIBER

FIBEROPTIC

OPTICCONDUIT

CABLE CONST,T.O.P.

16 '45; BEND= 24,40 F.G. = 27.40

fa,ma y :r'i , #

Fly

FM. _

PrG

-

_ M .

ICONST,,TfMPORARY

STATION PROP. !6'

CONST.

IPbRARY PIG LAUNCHING STATIONSTA^.398+68 -61_LT CONST.

- - --LAUNCHINGI

PVC rM

^\Fri

-ST/40i/n F

^••65/LT24' R C P

_NOTES:

NO VALVES WILLNOSNARED USE

2.

RESTRAIN JOINTSDETAIL SHEET

24. 45' T.O.P. =23.04STA.

F :0 . =T -28.-

1- -399+00 7 0 LT CONST CONST. 16' 43

= 19T OP

1' 'REND

f a^•-3676

_ 4724' 45' T . O . P .

=19.00 P.C 4"

-- I

.

.

.

.\

, `.

24' WM = 20'8116' F 1-- - .Q7

-

>

BE LOCATED WITHIN CONC.

STA. 399+30 8/ LT CONST, 24'x24" TEE .

:•'07:0 .T•rar-11LO. .-VA.A.A.0.-rw''''e'K'a='' :0z

STA .

^^ +9

65

TCONS T, 16' /PLUG, 2'

c

sF F

D

16'

= /9.0]0 F.G. =2 .49

LLi

^60^ 60 T BOPATH AND CURB AND GUTTER,

WITH 24'x16' REDUCER ON EAST, SIDE -ImSIArp399 46• B h6 TOIN ACCORDANCE WITH UTILITY

UT-15•STA. 399+30 73 LT 24,40

= 28.01

_-

CONST, l6' FM GV•6T.O.P. = 24,67 F.G. = 28.593"LtL"AT10N DFP/G LAIlNCH1NG_ANDIECOVERY STA,1399+48.52-Li

39

STATIONS ARESHALL DETERMINE

7-

REOUIR ED-NUMBERJbFJELD

_APPROXIMATE.

CONTRACTOR

-

399+FINAL LOCATIONS AND

30 52 LTLOCATIONS

CONST, 16'x/6' TEE & 16' FM GV'7-CONST-:- 16' 45' BEND

^;^

24.67CON T. TEMPOARYiPIG

NC INC STATION

-DUNG

T-RUC ION.

T.O.P.---

= 24,67 F.G. = 28.44399

. = 28 28

/I

_ - -

- - - - - -^

4 402^_ -_ _ONS LTEMrÂReA 60--

I

-x SURVEYPT RECOVERY STIT/CN1 --_ r

Q

-x-x

1

4

a

STA.CONST,IT.O.P.,F.G.

k 7 OREVE EXIST. 16' WM

-MN

i

^ .

REPLACE EXIST I. WM CROSS WITH24' WM CROSS CONST , 24' GV'18

- -_ ----°

-_--

24'x16'

BLV D.

STA. 398+60 70 RT

COMMUNI T Y CONST, 24 ' 'WM

/I

85d+59 70 RT16' 45' BEND

I-= /9.50-

^-3\

o- O

(Zi

PROP. 16' PVC d1 STA. 400+84 82 RTFM WITH 2 'F18

OPTIC FIBERT

WITH F F BER

= \\

STA,CONS

1\400+n 63 RT

CONST. 24' GV

& CONST. REDUCERCONNECT TO EXIST. 16' WM CONST.BACTERIOLOGICAL SAMPLE P01NT•IO

STA.CONST.

850+5416' 45'= 24.67

70 RT OPTIC CABLE CONST. TEMPORARY JUMPER ASSEMBLYT.O.P. = 23.04 F.G.

=BEND:F.G.

= 28.70CONST. 24' 45' BENDT.O.P.

= 25.00 F.G.T.O.P.

= 29.09

BOT WMi= 21.04TOP FM 1= 19 50 - = _ -_ _C

PRO P , 24' P VC WM^. q [ , 128A1

4 ^^.w.. T. 241 GV '15 P _

» `

_ _- w- „ w ^ ,w.. P •b

. _

........ w^Yi

PR OETO OSTA.CONSTJT.O.P.IF . G .

w-^..n yP , 12 4' WM

1

16'

^CONST. TEMPORARYPIG RECOVERY STATION CONST.

..

..

...-

EX/ST. F/W LINE-

TEMPORARY PIG LAUNCHING STATIONSTA. 850+74 1 70 RT 4I BEBE I REMOVED

"

^--EXIST

ETA.CONST, /6'

5' BEND 400+70 70 RT EXIST. R/W LINESTA . 398+68 64 RT T.O.P.

= 19.50F.G. = 27,98

a

850+ 7 8 7 0RT CONST. 24' GATE VALVE 016CONST, 24' 45' BEND 16' 45' BEND- REDUCER 24'x16'

CONNECT TO EXIST. I6' WMT.O.P.

= 23.04 F.G.

= = 23 0,0'=28%^;X/ST.

L1NE all . R/W LINEO

N

O

N '/

1

\ \STA.CONS T.

39924

+'30

FM 8

wO\N

ER EAST ./DE

^^M^N N

h h

mVlN N

PROP.

' INISHED s RADE A PGLLTTEE & 24 x15 REDUI

VPI O.b6- ^

1EL 7.43

5'

L0.302 ^

• EL 7./9

/7'

L^ 206 " EL 6.97 28' L T

1/pi 80.0C _ -

1L 29./6 e^ôol

!+c0.2 945 j) 5 ^.__ ____ ___ GV •15 -J 0.39%

,, .. V 1 00.00TOPIOF WM & F fi25.00 ^ E 26.51 LT

COA ST. 374 C =

- 24' R. ,P- II J^Î

PROP 24' FM PROP. 2 ' WMfL

.;STA. 3':

3 .63+60 64 R 11 11 ill/

- --

CONST. •

45• BEI

•'0 Li E 1ST. 16'TOP 24' M = 25 .. 0 *II I , F.G. = 27.36

o STA. 398+68 •o CONS 24.

45',. ..• STA. 400 '5 65 LT/ / CONST. I. PLUG. 2' BLOW OFF AND

397

398

399

400II

/6' GV'8 .O.P.

=19 00 0 F.G. 27.49 4112

32

30

28

26

24

22

20

32

30

28

26

24

22

20


COMPANY, LLC



(561) 697-7000. FAX (561) 369-4731


COMMUNITY BOULEVARD

SF/LESI

32

30

28

26

24

22

20

EXIST. R/W LINE6S'BB+Opbe

dl m IU^

-

-- --

LL

t7

I ^)--

----- _ \\EXIST

UN --

-- -

-

-

-- -

-- --

-

- -- - ------- - ^^ \\AtIIW-

^

______________

---------- r1

1►

m

- -- --^5

- - R = 3K10

______

______________

SEE SHEET UT-8 FORFORCE MAIN &WATER MAIN CALL OUTS697 698

_____ _

699

,

'.

\ 17-00 -

i

S 89° 1 5T 3 2" El

i

8

696 L =402.03

i\(

;', O

/'

^^V

DISCOVERYWAY ÎI^.' \

Z--- --------_---

-^^ 17X

aI

I

ai

- \

^

R = ,0.700L = 430.93 ^

-----------------------

-- - -----

-

- - -

- ------------ ------ ---

FUTURE SIDEWALK

^'^

-- -

!A

^ -- -

_fXI Si, R/W UNE

-EXIST,

LINE

/T ^

ti

• v

vN nr

h

N STA.N CONST

24' W

50+64

ST..CO

F °Al

TA' .

.04

850+78 'T.

16' 45P. = = 28 23,

.00n

0 RT - EBEND s'i

oroNR

24 'PVCBOT = 2

2.

NO VASHARREST

VESUSE

AIN J

ILL

B.PAT

/INTS

LOCAND

IN ACi

TEDCURBORDA

/THINAND GCE WI

CONC.TTERH UT

P.

FINIS900RT

ED crzaÊ ar Pc r^r 4 ' F gFXISi . RADE : suRVEl+)

28.341,507.,.,_n

(-)

0.29'

3.DET -LOCHSTA

IL SHION 0IONS

ET UPIG

RE A

-15.AUNCPROP

ING AATE.

D RECON

OVERRACT

0.50Zni

I1 95.00.22 LT(+) 0.072 VPI

EL'T

32.3,^LT

x•18%

2 .u27.72STA, 50+54 30A

REOU/

RED' ►

/UMBE

r /

r / r r /CONS RUCTION.

STA. 699 ^l5 80 RT

LT TOP OF 24' CONST.T.O.P.

/6

4

B+.6= 24.61

ND.G.

= 28. .

F

ELD /URING EL 2 .19

PP O

d^Î'dIIIII_InI^^_- I

FMDoCONST. 2A PLUG & 4'

III

. = 28 .50 Ylll

T . O.P .

= 25.00 f . nin

laSTA 699+g ;n RT

1n n

CON^ T,24' i 4T.O. P.

= 25 • r F.G.

= 8.51 T O.P.

= 24 67 T.O.P = 19,50F G.=28. FG= 7.98

S TA. 699+2 80 RT tio STA. 85i +59 70 R

'OONST. 24. 15' REDUC% R

•.67 F.G. 28.59 tiCONBT. . pT .O.P.

= 2 45 BEN19.5

848

849

850

851

28

26

24

22

20

32

30

$DATES

$TIME$

SFILE$

SCALE.

N.T.SAPPROVED. HWD

SUMMARY OF QUANTITIES

DRAWN.

BF

lL

N.

CHECKED.

HWD

DATE. 5-u COMMUNITY BOULEVARD

FIELD BOOK NO.


COMPANY, LLC


SUNRISE FLORIDA


(561) 697-7000. FAX (561) 369-4731

BY.REVISION.SHEET.

UT-9

OF.

UT-17

PROJECT NO.

JOB NO. WF900293

N.

EXIST. V GV TO REMAIN

RIM=2186

m"mv 19 EXIST. R1'# LINE—,

--

----

--

- ---

------

--

-

--

-- -

--

-

- ------ --

-----------

--

--------------

--

-

--

--

--------- -- - - -- - - - - -

-

-----

--

----

--

--

--

--

- - - - -

11

11

II

EXIST

/8'STORM DRAIN S

DRAINY- - - - - - - - - - - - - - - -W

- - --_

- - - - - - -----------

- - - - - - - - - - - - -- - - - - - - - - - - -

-

LL_

DISCOVERY WAY

85 2 853

11 854

855 856 8

II

RIM=27. /8

EXIST . /8'STORM DRAIN

I'M

--------

11

II

NOTES:1.

NO VALVESSHARED

2.

RESTRAINDETAIL

3.

LOCATIONSTATIONSSHALLREOUI

27 46

WILL BE LOCATED WITHIN CONC.USE PATH AND CURB AND GUTTER.

JOINTS IN ACCORDANCE WITH UTILITYSHEET UT-15.

OF PIG LAUNCHING AND RECOVERYARE APPROXIMATE.

CONTRACTORDETERMINE FINAL LMADMISAWT

^R IN FIELD DURING CONSTRUCTIONREDhWMF

- - --PROP.Z' FIBER OPTIC CONDUIT

STORMWITH FIBER OPTIC CABLE

DRAINFM

-------RIM=28.53

EX/ST . 30'STORM DRAIN

FM FM

11

RI

Fm FM

---- - - - - - -- -

FM

[

FM -----IFM

EXIST. R1W LINEEXIST. RIW LINE

I'

vp/ 99

VP/ 64.32.30 P

32T

co'

,42.49 R T EL 27.6

MATCHEXIST.GRADE

0

EXIST. GRADE I T 0 SUR lEYEL 27

vp/

VP1 22 5 1EXIST. GROU VD OVER F9RCE MAIN

no 1 YpL & 9Q EL 2&11__MOD LT

_ _

__3&00 LT MA 7TT7T

EXIS T.GRADEEL M59 EL 2A43

TUP FM 3.001

F -s

852

853

854

855

856

32

30

28

26

24

22

I-

7

32

30

28

26

24

22



[

SCALE,

APPROVED.

HWD

DRAWN.

B.F.

CHECKED.

HWD

DATE,

5-17

FIELD BOOK NC)s

ARCAD1S U.S., INC./soo GATEWAY BLVD. SUITE zoo BOYNTON BEACH, FL 33426

/56/` 697-7000, FAX (561) 369-4731

BY.REVISION.or

«SHEET.

UT-10

OF.

UT-I7

PROJECT NO. PI6-206

JOB NO. WF900293

\

IUTILITY PLAN AND PROFILE

COMMUNITY BOULEVARD

EXIST. A/W LINE

fXIST. 16' WM

EXIST. RAY LINE

RIM=26.93INV=22.30 S

----

----

------------

------------

857

STA. 857+97 70 RTT . 16' 45' BENDCONST

..P.O = 23.00= 28.20

27F

.G.42

_RIM=1- INV=20.92 E W

EXIST. 30'FM

STORM DRAIN

FM

EXIST. R/N LINE--/STA. 858+00 70 RTCONST. 16' 45' BENDT.O.P. = 20.40F.G. = 28.20

II

EXIST. 18'IV- STORM DRAIN

II

858

II

NOTES:II

1. NO VALVES WILL BE LOCATED WITHIN CONC.SHARED USE PATH AND CURB AND GUTTER.

_JOINTS /N I5A000RDANCE WITH UTILITY

II

2. DRESETAIL

TRAINSHEET UT-.

3. LOCATION OF PIG LAUNCHING AND RECOVERY STATIONS ARE APPROXIMATE. CONTRACTOR .

SHALL DETE E-FINAL LOCATIOWS AND

-

EXIST. STORM PIPE

--- REQUIRED NUMBER IN FIELD DURING CONSTRUCTION

EXIST. 30'STORM DRAIN

II

RIM=27.14INV=22.21NSEW

STA. 858+43 70 RTCONST. 15 45' BENDT.O.P. = 23.00F.G. = 28.20

FM

-

FM

859

DISCOVERY WAY

PROP. 16' PVC FM WITH2' FIBER OPTIC CONDUITWITH FIBER OPTIC CABLEFM FM

FM

860861

Ex1^ ST. R/W llNE

FM

32

30

28

26

24

22

20

-STA. 858+40 70 RTCONST. 16' 45' BENDT.O.P. = 20.40F G = 28 20

- - - EXIS - . GROUND OVER FORCE MAIN

BOr . 0' RCP= 21.92TOP 16' FM = 20 .40STA. 8 .7+97 70 R T

CONST 6' 45' BENDT.O.P. = 23.00 F = 28.2.G. 0 STA . 858+43 70 RT

CONST /6' 45' BENDOP I6' FM = 23.00 T.C .P.

= 23.00 F.G.

= 28.20 TOP 16' FM = 23.00

IJI \-PROP. 16' FM -\

S TA. 858+40 70 RTSTA.: .:+OU 70 RTCONST 6' 45' BEND CONST /6' ' BENDT . O.P . = 20 .40 F . G .

= 28. 20 T . O.P .

= 2 .40 F . G. = 28 .20

857

858

859

860

861

862

32

30

28

26

24

22

20

BY.REVISION.



STIMES

SF/LES


(561) 697-7000. FAX (561) 369-4731


COMMUNITY BOULEVARD

1

EXIST. 16' WM



DETAIL SHEET UT-15.3. LOCATION OF PIG LAUNCHING AND RECOVERY


8

A. 863+39.32 46 RT - -V./6' PLUG AND 2' BLOW OFF

NNECT TO EXIST. /6' FMNST. PAVEMENT RESTORATION AS REO'DO.P. = 23.00 (FIELD VERIFY) F.G. = 28.20t(M.E.)

STA. 863+34.32 46 RTCONST. /6' 45' BENDT.O.P.=23.00 F.G.=28.20t(M.E.)

RIM=27,28REMOVE & REPLACE

PROP. /6' PVC FM WITHGU IS E CURB &

2' FIBER OPTIC CONDUIT FORT FM

NECESSARYFOR FM IN NSTALLATION

WITH FIBER OPTIC CABLEFM}

EXIST. R/W LINESTA. 863+08.24 70 RTCONST. /6' 45' BENDT.O.P. = 23.00 F.G. = 28.50

32

CONST. 2' FIBER OPTICE CONDUIT AND CABLE

30

30

28

E... MA N

28

26

26

867866868

it

.

\^

MAST ARM

NSTT `PIG TEMPORARY RECOVERY STATION'i-- EXIST. 16' FM

CONNECT 2" FIBER OPTIC CONDUITAND FIBER 0 IC CABLE TO EXIST.FIBER OPTIC I C^NDUIT AND CABLE

EXIST. 1 6 ' FM

EX/sr. 16' FMEXIST. ARV

32

24-EXIST. GV TO REMAIN

EXIST. l6' FM-s\ --024

23.00

22 22

' ,.---TOF r5 FM =

PROP. 16' FM

LL -

20

20

862

863

864

865

866

867

868

SCALE.

I"•40'

APPROVED.

HWD

DRAWN.

B.F.

CHECKED.

HWD

DATE.

5-I7

FIELD BOOK NO.


L COMMUNITY BOULEVARD

+DATES

$TIME$

SFILES

BY.REVISION.

GT-ARCADIS u.s., INC.1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH, FL 33426

(561) 697-7000. FAX (561) 369-4731


1600 SAWGRASS CORPORATE PARKWAYSUNRISE, FLORIDA 1

75

CONST. SURV Y

75'EXIST. R/W LINE , EXIST. R LINE1

i

----12° WM 0 SITE BY OTHERS ^^ ^ r

ro _ ___- -----^-

•

r7.n, 85 Lr

I :r

r

rr

r

r,

12 GV^PLUG

r e

374+90.CONST.

"9

r• rr,

•

\ \^ --- r • 6" WM

r r .i r • r

EXIST. r• it

r SIrE 8Y r

MINIMU r r

r•

:

,

•

.

,

. +53.80

y

:5 RT ^^n nnn^^CONST. :" WM GV I STA. 367+53. :0 70 LT

CONNECT TO ONSI E CONS 24'x8" TEE

WM BY O THERS WITH 8' GV•2

/40

/20

/00

80

60

40

20

0

20

40

60

80

/00

/20

/40

I


COMPANY, LLC1600 SAWGRASS CORPORATE PARKWAY

SUNRISE, FLORIDAARCAD1S u.s., INC. 11500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426

(561) 697-7000. FAX 1561) 369-4731

UTILITY PROFILE

COMMUNITY BOULEVARD

SFILESSOATE$

$T/ME$

IV-CONST. b @ SURVEY

_

T5EXIST. R UNE

394+9 5

394+CONS

95, 8 LTT. FIRE HYDRANT ASSEMBC

TOP/2' WM=2: .001

---- ---- ----

11

---- ----- -r--

TO ° 6 WM = 24.25

•0 0 RTi .0 •

CON T.

6* GV C ST.

6' V'•

• n LOGICAL SAMPLE P 2/NTCONST.

:4'x 6'

T EE

EXIST. R UNE

384+95

384+95 5 RT

-

- - - - - - V TO° 6" WM = 24.25

\

384+95, 70 RT384+95 , 7 RT 384+95, 60 RTCONST. 6' GV' CONST. 6' GV' CONST. :4'x 6'

T EE

/40

/20

/00

80

60

40

20

0

20

40

60

80

/00

/20

/40

COMMUNITY BOULEVARD

UTILITY PROFILE

SF/LES

BY.REVISION.



SCALE.H

I"•20'.

I"•10'APPROVED.

HWD

DRAWN.

B.F.

HADCHECKED.

DATE.

5-IT

FIELD BOOK NO.

$DATES

ARCADIS U.S., INC.1500 GATEWAY BLVD. SUITE 200, BOYNTON BEACH, FL 33426

(561) 697-7000, FAX (561) 369-4731

HORIZONTAL BENDS

VERTICAL BENDS

REDUCER

H

I--1t I^

TF

H \

--I

HH

n 7/x

is

XI Z

DO

A03MM.5

a

OZ

A

HORIZONTAL L (FEET)

DIAMETER 11.1/4' 22.1/2' 45' 90• TEE'(BRANCH)

VALVES ORDEAD END

4' 2 4 0 16 20 39fi' 3 5 11 25 36 558' 4 7 1d A 52 72

10' 4 8 16 39 65 8712' 5 9 18 4$ 80 10214' 5 11 21 51 93 11616' 6 12 24 57 107 13118' 7 13 26 63 120 1452O' 7 1d 29 fib 133 15924' 8 18 33 79 157 10530' f0 19 39 93 192 22236' f I 21 44 106 225 257dY 12 24 49 117 254 28948' 13 29 53 128 28.1 321

NOTES:

1. THE REQUIREMENTS SET FORM ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWINGASSUMPTIONS:

SOIL CONDITIONS'. SILTY SAND (S.)- TRENCH TYPE 3( 1E BEDDED IN 1' MINIMUM OF LOOSE SOIL WITH BACKE,. LIGHTLY COMEACTEOF BEDDED IN I' MINIMUM OF LOOSE SOIL WTM BACKFILL LIGHTLY COMPACTED)- MINIMUM COVERT 3 ET- SAFETY FACTOR 1.5- TEST PRESSURE 150 PSI

SIZE ON SEE TEE BS LENGTH ALONG RUN

2IF FIELD CONDITIONS DIFFER FROM THE ABOVE. THE ENGINEER-OF-RECORD (EAR) SHELL SUBMIT CALCULATIONSBASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSLUSO.

VERTICAL OFFSET - L (FEET)

DIAMETER 11 . 1Id ' 22 . 1a' 45' 90'

UPPERBEND

LOWERBEND

UPPERBEND

LOWERBEND

UPPERBEND

LOWERBEND

UPPERBEND

LOWERBEND

4 2 8 3 17 5 39 I6' B 2 11 4 23 7 55 158' 8 2 15 1 30 9 72 10

10 9 3 I8 5 36 10 87 211Y 11 3 21 B p 12 102 28U' 12 N 7 69 14 118 3216' 13 A 2 8 S 16 131 3618' 15 I 29 A O 17 145 4020' 1fi 5 32 9 E6 19 t54 442d' 19 8 37 11 77 22 185 51SO' 22 7 45 13 92 28

6236 26 8 52 15 107 30 25642' 23 8 58 16 120 34 389 80dB' 32 9 64 18 133 31 320 B9

NOTES':

1.THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWINGASSUMPTIONS:

- SOILCONDITIONS: 61LEY SAND(SM)TRENCH T

INI(PIPE BEDDED IN 4' MINIMUM OF LOOSE SOIL WITH SACKFILL LIGHTLY COMPACTED)-UPPER SIDE M MINIMUM COVER3 FT

LOWER SIDE MINIMUM COVER 5 FTSAFETY FACTOR 15TEST PRESSURE 150 PSI

2.WHEN CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER-OF-RECORD (EOR) 51NLL SUBMITCALCULATIONS FOR REVIEW AND APPROVAL OF P5LU50.

3.ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED.

L= RETRAINED LENGTH AT LARGER SIZE OF REDUCER (FEET)

DIAMETER 4' 6' 8' 10' 12' 14' 16' 18' 20' 24' 30' 3W 42' 48'

29 52 It B9 105 121 136 151 179 217 253 285 3186' 31 53 74 93 ill 127 163 172 211 249 282 3158' 29 54 76 96 114 131 163 204 2M 277 310

10' 30 55 78 98 117 151 195 235 D1 30512' '.l 58 79 100 137 184 226 283 29914' 30 56 79 120 171 216 255 29216' 30 56 101 156 204 245 28318' 30 BO 1W 190 2 27320' S6 121 175 221 26324' 78 141 192 23830' 7B 140 191

75 13942' 75

NOTES:

I. RE REQUIREMENTS SET FORTH ABOVEWERE CALCULATED FOR PVC PIPE BASED UPON RE FOLLOWINGASSUMPTIONS:

SOIL CONDITIONS: SILTY SAND OM)TRENCH TYPE 3 (PIPE BEDDED IN I' MINIMUM OF LOOSE SOIL WITH BUCI(FILL LIGHTLY COMPACTED)MINIMUM COVER: 3 FTSAFETY FACTOR 1.5TEST PRESSURE 150 P51

S I P FIELD CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER-OF-RECORD (EAR) SHALL SUBMIT CALCULATIONSBASED ON THE FIELD CONDITION FOR REVIEW AND A PPROVAL OF PSLUSD.

MINIMUM SEPARATION BETWEEN PSLUSD FACILITIES AND OTHER UTILITIES

OTHER PIPE HORIZONTAL SEPARATION CROSSINGS (1)JOINT SPACINGGI CROSSINGS

(FULL JOINT CENTERED)

GRAVITY ORPRESSURE SANITARY SEWER.

WATER MAINRM^WZE=WaR iiCE MAIN,

RECLAIMED WATERVACUUM SANITARY SERVICE

17 MI )MUMI

(18'MI

IMUM MINIMUM

i

WATE

NJ

PI(4 )

ES, INCLUDINGA,

^ p5LU5D FACILITY{ PSLUSD FACILITY

STORM

LL OTHER FACILITIES,

OR,BUT NOT LIMITED TO, (4)

STORMWATER FORCE MAIN, 5'MINIMUM 18' MI IMUM MINIMUMRECLAIMED WATER 2

ABLE N(

V, POWER,POWER, ETC.TELEPHONE, C I</

^

WATER MAIN

ION-SITE SEWAGE TREATMENT 10 MINIMUM '-"' "-"AND DISPOSAL SYSTEM _

(1)WATER MAIN SHOULD CROSS OVER OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE. THE MINIMUM SEPARATION (518.

(2)RECLAIMED WATER REGULATED UNDER PART IA OF CHAPTER 62-610. FAQ.

(3)RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 82-610, FA.C.

(4)A PSLUSD FACILITY INCLUDES MAINS AND STRUCTURES FOR POTABLE WATER, WASTEWATER AND RECLAIMED WATER. WHEN A GRAVITY SEWER ISTO BE INSTALLED PARALLEL TO A DRAINAGE PIPE GREATER THAN 15' DIAMETER A MINIMUM HORIZONTAL SEPARATION OF 15' SHALL BE MAINTAINED;GREATER SEPARATION MAY BE REQUIRED BY PSLUSD FOR PIPES LARGERTHAN 24' IN DIAMETER. WHEN A FORCE MAIN OR RECLAIMED WATER MAINIS TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE A MINIMUM HORIZONTAL SEPA ATION OF 8' SHALL BE MAINTAINED; A GREATER SEPARATION MAYBE REQUIRED FOR DRAINAGE PIPES LARGER THAN 48' IN DIAMETER

'I H HI=^

I

1.4^T4

so - I 990'

TEE * IN-LINE VALVE901

RATE, MI5my.

CAT. 8015'CALM

iOFDOTAMOAT. 2018PIPELINE RESTRAINT

REQUIREMENTS (HORIZONTAL)

COMT...''AOM MAMA... FORC.7 OF FOM WMO

L..wCRPw

FROM (FM)67SNW FMR111ns44.11

PIPELINE RESTRAINTREQUIREMENTS (VERTICAL)

WRRMOCAOMCAT Of FORT nT_ LOCI.

0 3)49 MOWF.aev nf Fn.40O FA8(MAM8•.n88

PIPELINE RESTRAINTREQUIREMENTS (REDUCER)

WATER, SEWER OR REUSECAST IN COVER AS APPLICABLE

3'0 X (' THICK BRONZE DISC ANCHORED IN CONCRETEPAD WITH HOOK DISPLAYINGDEEP LETTERS CASTINTO DISC STATING NUMBER OF TURNS TO OPERATE &SCHEMATICALLY IDENTIFIED MAIN & VALVE LOCATION FORCE MAIN UNDER

WATER MAIN WITH18' MIN.CLEAIRANCE

RAN RAMRAV

-33I

'

I

-8877}

11 t.

C I.

PIN FORANCHOR

APIA RPDM

SECTION A-A

RAN

RAN

ROWRPM

RAV

RADIUS

R.O.W.

PLAN VIEW

NOTES.

oM

5'

5'

5'

5MIN.

MIN.

/FORCE MAIN UNDERWATER MAIN WITH1B' MIN. CLEARANCE

Q 0FORCE MAIN

WATEROR

MAIN

RPMRECLAIMED

GRAVITY SEWERWATER MAIN

1.WHEN TOP OF OPERATING NUT IS DEEPER THAN 30'. A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TOBRING OPERATING NIT 24'30' BELOW FINISHED GRADE A STEEL CENTERING PLATE,WELDED TO THE EXTENSION, ISALSO REQUIRED.

2.A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX AGAINST MEOPERATING NIT.

3.BOLT DOWN COVER SHALL BE USED IN ALL AREAS.

4.C900 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED.

5.ITEMS SQUALL NOT BE INSTALLED IN CROSSWAIJ(S OR PEDESTRIAN WALKWAYS.

6.THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTEDBLUE FOR WATER MANS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS.

NOTES:

1. IF EXISTING SWALE FLOWLINES DIFFER FROM THESE TYPICAL GUIDELINES, THEN THE SWALEFLOWLINES SHALL DICTATE WHERE THE WATER MANS (WM) AND THE FORCE MAINS (FM) ARECONSTRUCTED WITHIN THE ROAD RIGHT-OF-WAY. UNDER NO CIRCUMSTANCES, SHALL WATERMAINS, FORCE MAINS AND LOW PRESSURE MAINS BE CONSTRUCTED BENEATH THE SWALEFLOWLINES.

2. STANDARD SEPARATION TO OTHER PIPES AND UTILITIES SHALL BE PER DETAIL G-01. MINIMUMCOVER SHALL BE MAINTAINED PER PSLUSD UTILITY STANDARDS.

FUW

.1

RAV

15' (TYE)

NOTES:1.REFLECTIVE PAVEMENT MARKERS (RPM) SHALL SE PER PSLUSD SPECIFICATIONS. WATER RPM'S'BLUE'AND SEWER RPM'S 'GREEN'.2. RPM NOT TO BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS.3.WIDER RIGHTS-OF-WAY MAY REQUIRE ADJUSTMENT OF VALVE LOCATIONS.

SECTION VIEW

' BOTTOM OF CAP TO TOP OF PVC

HOLE DRILLED IN PVC 1' BELOW TOP

WIRE TO ATTACH DISK 24' MIN(TO BE LOCATE WIRE)

I4' PVC

CITY M PAT M. LM..so. sm m.o.

FROM PTll 544233 FwM Im5 F7sMnTYPICAL VALVE BOX AND COLLAR

DAM, 2013MALA KT..SHEET: 1 OF 2

STAMM., F.CRY OF FORT M. LOC.MO M. OLIO.

OTAFORT M. LOC.,. WM.

TYPICAL VALVE BOXIN ROADWAY

qR▪

,. 8013

SHEET: 2 OF 2• LOCI. iuPxow^ ION mYJR P40 IFm miwt8

PSLUSD MAINS IN ROADRIGHT-OF-WAY

SWALE DRAINAGE

MIAL2 OR.OR.. MI 8MAL. RT.,

MOO TRIMAOL, 1ITM.R.M. AMC,Y Of

WC.MO.9 L..

L LUCI1 MM.^P:i LM) M>«oo FAX (TmAR.488

VALVE LOCATION GUIDELINESFOR INTERSECTIONS

DETAIL 0-03qA,. 2018

Er.

1i i/

I

$FILE$

BY.REVISION.

UTILITY DETAIL

COMMUNITY BOULEVARD

SCALE.

N.T.S,

APPROVED.

HWD

DRAWN.

BF

CHECKED.

HWD

DATE.

5-17

FIELD BOOK NO.

$TIME$ADA TEA

ARCADIS U.S., INC.1500 GATEWAY BLVD. SUITE 200, BOYNTON BEACH. FL 33426

(561) 697-7000, FAX 15611 369-4731

p


COMPANY, LLC


SUNRISE, FLORIDA

PROJECT

JOB NO.

_ss-wso NOTES:EXCAVATEDLF

TRENCH WIDTHSOLID COPPER LOCATOR WIRE

ra}rn I.

A TEMPORARY JUMPER CONNECTION SHALL BE PROVIDED IN ACCORDANCE WITH THIS DETAIL WHEN AN BESTINGBASE REPLACEMENT TRENCHWIDTH LIMITS OF NEW

PAVEMENTALTA.

," •'"j°"^^""PSLUSD WATER MAIN WILL BE USED FOR FILLING. FLUSHING OR PIGGING A NEWLY CONSTRUCTED POTABLE WATER.WASTEWATER CE MAIN OR RECW MED WATER JUAN. A DIRECT CONNECTION SHALL NOT BE MADE UNDER ASHALL BE PLACED ON TOP OF PIPE

AND LOOPED AT EACH BELL FOR WISHED GRADE u:mn*'MUV u waE av<

^

SHALLSHAM B BE SPECIFIED BY THE ENGINEER-0F-RECORO IEOft)

ANCES.

(EVCIRCUMSTANCES.ALL WATER AND FORCE MAINS n

TRENCH WIDTH -

1I+I ,

..1 Oz. A^r.IIVELOCITY

MAN.BASED

VEOCIREQUIREDTOTO

FLUSHRUSH THE MAN..BASED ON

` 2.

THE CONTRACTOR SHALL CONTACT THE PSLUSD REGARDING SCHEDULING OF REQUIRED INSPECTIONS RELATING TOwosswo

- I - aw,w

ASEE NOTE I

(SAW-CRT AND

'

vx.0

. ..

+THE CONNECTION. PSLUSD INSPECTIONS ORE SPECIFICALLY REQUIRED FOR TIE-INS OR WET TAPS TO EXISTING MA INS,JUMPER NSTALLAIIIN,FLUSHING, PIGGING, PRESSURE TESTING. DISINFECTION, SAMPLING. PLUGGING OF SAMPLING

FINBAC

AL

\KFILL

\j` SEE NOTE #9

REMOVED IXISTINGASPHALT) MECHANICAL SAL

EXISTING PAVE.CUTNT INA

Qua LiF!^

Arr.iF!

POIMSPNDPERMANEM CONNECTION OF THE NEW MAN THE CONTRACTOR SHALL FOLLOW ALL PROCEDURESSTRICTLY IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS MANUAL.

3.

THE TEMPORARY JUMPER ASSEMBLY (FLANGE TO FLANGE) WILE BE SUPPLIED, INSTALLED AND TESTED BY THEPSLUSD, IN COORDINATION WITH THE FOR AND CONTRACTOR. OTHER MATERIALS AND INSTALLATION REQUIRED FORNEAT STRAIGHT LINE (TYPICAL) aew^ ,

I^,a,^,w\ \

PLAN VIEW T' I IF

R

I R

Lw.s THE CONNECTION ARE THE RESPONSIBILITY OF ME CONTRACTOR. THE CONTRACTOR SHALL DISINFECT THE PIPE AND^./

6 ' MIN.

6 "MIN.Jy

(FLAT TAMP) TACK COATMiY

ill

I

ill

ay,i^-I

F

ûrevu,E E°•,„

-•PVUw

A.

FITTINGS USED TO MAKE THE CONNECTION BY SPRAYING AND S WABBING WITH CHLORINE AS NECESSARY . A SUPPORTSHALL BE PROVIDED FOR THE ASSEMBLY AS NECESSARY THE UNDERGROUND FITTINGS SHALL BE RESTRAINEDMFCILWICALJOINT TYPE. ALL MATERIALS SHALL BE PERINEPSLUSD APPROVED QUAL IFIED PROD U CTS LIST . THE

iVIINITIAL

ITMAX

I2'M1I0.% . //,,

ANDAND EDGES

SURFACESOF I3•

1Y 1Y

1Y ASPHALiICCONCRETEwux"

vAU

IJUMPER CONNECTION SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE ASSEMBLY IS REMOVED BY THEPSLUSD. THE VALVES SHALL BE OPERATED BY PSLUSD PERSONNEL ONLY.

BACKFILL\ K\

PIPE ONE PAVEMENTMENEXISTING

T® ®

ttPEATHiCKNE55 i0 ssF mr

~'

swEA wv..,.

,,.- ^(SIDE TAMP(

AD,qq •

®MATCH THE ADJACENT ROAD(MIN.1 'THICKNESS) Pm+ww.,www

P

4.

ALL NEW WATER MANS SHALLBE OOU BLE-PIGGED,FLUSHED, PRESSURE TESTED AND DISWFECTED . NEW MWNSHALLNOT RE PLACED INTO SERVICE UNTIL TH E BACTER IOLOGICAL TEST RESULTS ARE SATISFACTORY AND A WRJTIEN

_ _\w] HAUNCHING _APPLY PRIME MECHANICAL SAW CUT ,,

1 APPROVAL H ASB EEN OBTAINED FROM THE PSLUSD

BEDDING ^,,,,,EXISTING

PAVEMENT

`

OAT TO BASALA .

PAVEMENTY P ICAL)T FORYJDMPER CONNECTIONS5

GGINGS HALL BE PERFORMED

CONTRACTOR IN

ES N

F A

ECTRRI

MAINS SHALL BEPRESSURE TESTED

FLUSH

DIS E CEO

A LLVALVESS

iO^PiAiN000J tK iÔ^y^

^ T """: ,-„"„"""ÈXISTING BASE REMAIN CLOSED DURING THE PRESSURE LEST ANDWILL NGTBEOPENED UMILTHE RESULTS OF PRESSURE TESTINGFOUNDATION .A^^rÂ^Ârr ArÂ^^H4 AND BACTERIOLOGICAL TESTING ARE SATISFACTORY AND THE SYSTEM RAS BEEN ACCEPTED FOR OPERATION BY THE

(REQUIRED WHEN UNSUITABLEMATERIAL IS UNDISTURBED SOIL

"Zt';•"::"' : '; ' ^ " ' :', PSLUSO. All VP1VE55HA118E CLOSED BY PSLUSD PER50NNELAFIER FLUSHING PN0SHALL REMAIN CLOSEDENCOU TERE0) .♦ ÂA.A.;^RK^• XKA1AKAO.OAAA•AA^• K ♦4.^^Â^^^^1A^^^^^Â/•

FINAL';.. -

CM(1wGyÔIL.AACIM

- -DURING THE PRESSURE TEST.

^.^ ^ }.^.MJ. A J. ^ .N.N. ^.Ax \/ / / / / / /^

BACKFILL ..' .

..

..

...',....♦♦.j.

^

.....

(SEE NOTE 5) 8.

DISINFECTION

POTABLE

SHALL BE CONDUCTED IN ACCORDANCE WITH AWVlACfi51AMINIMUM^\ ^\ ^\ ^\ /\ ^\ ^\ ^•

l""Arom.

nnv

MAIN AFTERPRESSURE OF 2020 PSISHALL BE MAINTNNED IIN N THE E NEWEW MAIN AFTER DISINFECTION.SHALL BE

CONNECTION TO EXISTING WATER MAINS SHALL NOT BE MADE PRIOR TO BACTERIOLOGICAL CLEARANCE AND UNTILBACKFILL'4''. ^^

A4,40.NOMINAL PIPESIZE( D)

NOTES: .M-'4` •N NEW MAIN IS OWNED BY THE PSLUSD.

1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING. RENCHJACKSOR TRENCH BOX. 1Y

12' ,• /11011 1 1I.0w.II 1S.

UPON WRITTEN APPROVAL. THE SAMPLING POINTS SHALL RE REMOVED AND PLUGGED BY THE CONTRACTOR_ THECONTRACTOR SHALL MAKE THE PERMANENT CONNECTION IN THEPRESENCEOFAPSWSDINSPECTORTHEPIPEANDO

DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. TRENCH

'

FITTINGS FOR CONNECTION SHALL BE DISINFECTED BY SPRAYING AND SWABBING WITH CHLORINE.2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED. THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT

WIDTH mm 4

Mw^rvGF A

THE JUMPER ASSEMBLY (RANGE TO FRINGE) WILL BE REMOVED BY THE PSLUSD IN COORDINATION WITH THESHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED SECTION VIEW n c CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE REST OF THE JUMPER CONNECTION PIPING AND PLUG THEEMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO IY MN. COVER BEFORE NODS .

1. PAVEMENT RESTORATIONS FORLONGTUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH.WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WIDIIN THE LIMITS OF THE CUT.

2. WHEN AN ARTERIAL OR MAJOR COLLECTOR STREET IS OPEN CUT WTIHIN THE LIMITS OF THE

I!,i^

+ ICI.,, CORPORATION STOP VALVESINSTALLATION OF PIPE.

6^P^v..oa I3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND

ADEQEATE LONGITUDINAL SUPPORT UNDER THE PIPE. THEN A MINIMUM COMPACTED DEPTH OF 4T06 ROADWAY INTERSECTION, THE ENTIRE INTERSECTION SHALLBE OVEPoND WITH ASPHALTIC CONCRETE3, WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO

TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETETWO OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY INTHE OPEN CUT AREA

}n^ I

I I

; IINCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED.

4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. llaEV.k

^..^-----

III^Î r G"vuu

S. AN APPROVED LOCATOR WIRE SHALL BE USED. 4. THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT WORKINGS AND RPM'S PRIOR TOOVERLAY. THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS. i^^ j

6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD PAVEMENT MARKINGS SHALL BE IN ACCORDANCE TO FO O.T. STANDARDS.-- -

-

-f bx6

T'a -STANDARDS. 5. COQUINA OR UMEROCK(10' MIN) LSR=100

4. EARTHWORK. EXCAVATION. BACKFILL AND COMPACTIO N SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS.ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OF 100%T-LBO,

wraw+^^

np w`m.n

FOR JUMPER CONNECTIONS 3' OR GREATER

AHAB. r .Pluc.x rt.xP.w rPro^

A.R. w sruDAaTS OK,STANDARD PIPE TRENCH CROSS ^' WOO UTILITY ROAD CUT PAVEMENT DATA." oF

sus. BATE .5 OW 00

ST.LWIE DATE:

lo'

w SECTION " ABH. vonEwar, RESTORATIONNO 5 F. OGDEN USEPARSE TEMPORARY JUMPER CONNECTION N SCLLE viO P`

'N US5

TE MPORARYJUMPER CONNECTIONmoo. f

-.r) 4n ..FAR(EMIrt5a.55 fxeCD0010 P14044 * (MAO. FAX LT, ARE..T7 6T 1lMA ^nl LE.01OSARRIBRAM $Hf[T'IOFT N S L A

0 F

IEn)0i>unRro (R 60 MEET:0OF3

Mr. WYE

GATE VALVE (TYP)

ROUNDED CONCRETE OR CAP

-

1" RADIUS (TYP)

1-3/4" HIGH LETTERS

11

BURIED

WATER

MAIN

PORT ST. LUCRE. 1-1/4" HIGH LETTERSI 24 UTILITY SYSTEMS^► FLOW

,001 -

1B'MIN. 6"SCH 40 STEEL^L^

^

rr'I (SEE NOTE #4) PIPE OR DIP FILLEDWITH ANDNWITH ASET

772-873-6400 1 .314 11 HIGH LETTERS♦

♦/I

IN CONCRETE

7.1

-Ô 4' \ 411 DIAMETER1B' - IN NGENTCONNECTION

IOCONNECCTION

(SEE NOTE BA)TWO COATS OF YELLOW PALM

SLOPE CONCRETE TO DRAIN

EXISTING GRADE

EXISTING PAVEMENT

EXISTING BASE

IL THICK45°MI BEND

yq

CONTAINMENT BOX(NOTE#3)

MN NMA

I

18"

BLACK BAND

INSET'

NOTES:

NOTES ' //X'I .. \///// 1. SIGNS SHALL BE PLACED AS REQUIRED UNDER THE.

'' \ /

4' PROVISIONS OF PERMIT ISSUED BY PERMITTING AGENCY.

^4' ' . • ':,

MIN .

2. THE SIGN SHALL BE 0.080 ALUMINUM WITH REFLECTIVE1. THE ABOVE DETAIL IS FOR A TYPICAL PIG LAUNCHING I RECOVERY STATION. THEENGINEER-0F-RECORD SHALL SUBMIT DRAWING DETAILS FOR THE PIG LAUNCHING STATION WITHDIMENSIONS FOR THE CONTAINMENT BOX, PIPE SIZES & LENGTH, AND SPECIFICATIONS FOR ALLCOMPONENTS AND FIRINGS

0.35 YD' CONC. MIN.(3000 P.S.L)

UNDISTURBED\

SOIL WHITE BACKGROUND AND BLACK LETTERING WITH.

2. PIG RECOVERY STATION WILL BE REVERSE TO FLOW. ; \\COLOR LOGO.

'•

\

/3. CONTAINMENT BOX SIZE VARIES TO ALLOW ACCESSIBILTY TO BOLTS OF PLUG. \\L ` ,

^, \\ 3. THE SIGN SHALL BE MOUNTED ON 1,75" x 1.75", 12

4. VARIES WITH MAIN SIZE IN ORDER TO OFFSET CONTAINMENT BOX FROM MAIN LINE.

5. THE BOTTOM OF CONTAINMENT BOX SHALL BE COVERED WITH 8 INCHES OF#51 STONE OVER FILTER

Y\ \ \^ \

/\//\//\//\/\i

\

GAUGE GALVANIZED SQUARE TUBE PERFORATED SIGN

POST WITH STAINLESS STEEL HARDWARE, 48" FROM

FABRIC.MIN, BOTTOM AND PARALLEL TO CANAL.

ca«A

LIAFPP BMW A ÂKPMP

P645

NIP .I PRPx.

PP.FP.^P1. n£KP.E PIG LAUNCHING I RECOVERY ^ or. PAIR x40 0IW

IT ^ '^ PPE wu ,x 5.b CANAL CROSSING SIGN

+k'n,„, BOLLARD DETAIL NE^

rHMOfail S,>Nw FAY LEMi 0,50454 STATION F^Mr . K . . . cHA. ors, ...AFUITMI meuA Amon or ..xae Trt-0FMUOP 0.(RL) flauv exFET:1 PF111 PF1

UTILITY DETAIL

COMMUNITY BOULEVARD

SDATEA

$ TIMES

SF/LES


COMPANY, LLC


SUNRISE, FLORIDA

ARCAD1S u.s., INC.

1500 GATEWAY BLVD. SUITE 200, BOYNTON BEACH, FL 33426(561) 697-7000, FAX (561) 369-4731

BY,REVISION.

YEMEN RATED COVER MARREDEWER' (SEC NOTE Ii)-

WIDE TO/

COLLARrM/ 1 ,E REB•RR

SEE TEPOAL VALVE BOXr-MO COLLAR DEWS

c-U7

90 BEND1' SCHEDULE 40 PVC PPE

TWO 2.5' DUT

PUMPER CONNECTION FACING THE STREET

' lux.I,R/W N/1Y

I

FRANGIBLE FLANGE LOCATION-FOR TRAFFIC

HYDRANT N

\ \

lA_ll

(E

NOTE 17)kH

E)0STC WIRE PORT # 11SURFACEE

FINER GRADE 2'RK' TEMPORARY

^R " IeuR/ UNE^\ \ ^' D

Iftt^ -

'tall

=i_wili

•

I'•'

3

2 - HINTER GRADE

WITH 14 REBRR I W1' GATE VALVE

'eN

I)/

11\

Ip J

W

=•

'

s^v ^•v

"DD/\> agmD 4 ;\

'YS" 4..I

41g

-

g.'K9 M R

•3 ôACCESS BOX R yP^

LOCAH,R RARE •

(^) FINISH GRADE IRESTRAINED HYDRAN T31 SEE TYPICAL VALVE

- CONNECTOR PIPE

Ln/ ENE-2• BONZE STREET

E'''tFIRE HYDRANT-

. BOX AND COLLAR

' y$DETAL G-07

.1 11

(SEE NOTE 15)

DRAIN(Y)

HKKE PLUG `//

\//`\ 2Kr/ \//^

POLYETHYLENE

III

\\%\

\^x-\ELBOW h RUC

157 STONE MN.12' BELOW BOX

EGLECRAB STOP

1 ill - --Î

- -

-

'}/ LWN

E- - - -

JA

Y MESS/SS STEEL-n$EAYCE PIPE HYDRANT TEE

SEE NOTE I

I YI OATE VALVEn

15'

- CORP. STOP (Oct NOTE I])

•

Y --^\

/

/

4

---

^R^

evMES SEE NOTE IBA -I

-- MOMS;

1. A FIRM BASE CONSISTING OF BADS OF CONCRETE Ma SHALL BE RACED UNDER THE HYDRANT AND R/W^♦ d4\

`

0RPM

I

I I

11

11

RPM

I'I,7' 90' BRASS/SS BEHO-^ _ _

Z' BRASS/SS. MERE

/

/RUG W/ Z

PS LOCATED AT TOP-•

# RARE PORT / LOCATOR WWE NOT REWIRED

SEPARATION

11

1 1

r••

BAG OF

BETWEEN THE VALVE BON

-

//(

\\

\\

1. SAMPLING POINTSBY PSLUSD MIDPROTECTION.

2. THE EXCAVATEDTO FINISHED GRADE

]. AFTER BACTERIOLOGICALTURN CORPORATIONWITH BRAS PLUG/CEP.

4. NO DIRECT TAPS

WATERWN

/

- SERVICE SADDLE (SEE NOTE IL)

SHALL BE LOCATED AS SHOWN ON PLANS APPROVEDAS REQUIRED BY FLORIDA DEPARTMENT OF ENARONMENTAL

ROLE FOR OHS INSTALLATION SHALL BE BHCKFILLEDPRIOR TO DSCNMGNO ANY WATER ON THE GROUND.

CLEARANCE IS RECEIVED, THE CONTRACTOR SMALLSTOP OFF. REMOVE TUBING AND PLUG COPORATON STOP

SHALL BE PERMPEO.

CONCRETE MIX

AND ACCESS BOX S

VALVE

2. FIRE H'WRMT SHALL COMPLY WITH MSVAWWA 0502, DRY BARREL gTERX-AWRY TYPE WITH

5I/4' VALVE OPENING.

3. IRE MNaWM BURY DEPTH SHALL BE 38 INCHES

A, HYDRANTS SHALL EE INSTALLED IN ACCORDANCE NTH ANSI/AWWA 0600. THE HYDRANTS SHALL BEPANTED BY THE MANUFACTURER MTH 2 COATS (YM.).

5. VERTICAL BENDS MAY BE NECESSARY TO OBTAIN COVER UNDER SWALES OR AT HfOLRNT LOCATOR.VERTICAL BENDS ON OFFSETS ARE INCLUDED IN HYDRANT ASSEMBLY.

ALL BENDS MUST BE RESTRAINED.6' OR LESS.

1, CEDER SHALL H PANTED BLUE FOR DEEMED

6. CONNECTOR PPE AND ANY REWIRED VERTICAL BENDS SHELLHAVE AN ANCHORING FEATURE ONBOTH ENDS SO THAT WHEN USED WITH N.J. TOUT GLANDS, A RESTRAINED JOINT IS PRO VIDED. NOTES:

1. MARKER COLOR IS SLUE, PACE IN CENTER OF THE LANE CLOSEST TO

N

I

IN.2 FOOT CLEARANCE TO ANY PORTION OFWHEN INSTALLED WITH

OA OMB

PTHE

UTILIZING THE SID E LOT T

E NECESSARY.THE HYDRANT,

2. IF HYDRANT IS LOCATED WTHN THE RADIUS OF AN INTERSECTIONB A GATE VALVE SHALL BE INSTALLED RERUN 2 FEET OF THE FIRE KEDRANT.P DBTACE FROM 71CD SWATER MAN TO THE FIRE HYDRANT IS GREATER THAN 20 FEET, A SECOND GATE VALVE SHALL BE

PACE A MARKER ON EACH RMNAE IN THE CENTER LANES CLOSEST TOTHE HYDRANT.

3. AVRKER IS PLACED PERPENDICULAR (90 DEGREES) TO THE REDRAW.INSTALLED 'MINN 2 FEET OF THE MAN.

9. ANY DEVIATIONS FROM THE CETERA ABOVE REQUIRE A WRITTEN RECOMMENOATON FROM THEENGINEER-OF-RECORO AND WRITTEN APPROVAL BY PSLUSD.

OM. 4 De4 WOE

FO.41 .444 Lu Di4 FL3iuuF840 143) vANnFFARPm no«w

BLOW-OFF ASSEMBLY

044. EE-OEO01R1

wAmum wA 4E4: EAO w. GOmF.ucOO• 440MD.FO8 AIL: • 44.0.108 nANwEF roll FIRE HYDRANTDFTNU

M01x n.T n.LOCE DATE MEw

4.a.Lun E FIRE HYDRANT ASSEMBLY OEME EF

4.aLF

DATE Eel^.T .L unR K Dn

10"`REFLECTIVE PAVEMENT MARKER ET..

4. LUdSrt wu:NFm.T3awF FAX(TrAnaw»

WATER SAMPLING POINT r.,"^, 10F I

,cuP, Kr..wr:D, or, FxovN^mTOADO

tt,wa4n AnnFA.PFN 84433

x.rw^ 404(431 E444 FA. Ant 84444 PLACEMENT GUIDELINE 441„ OF,

NOTES:

I. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE PSLUSDWATER MAINS AND PROPOSED NEW WATER MAINS. A PHYSICAL SEPARATION SHALL BE MAINTAINED, EXCEPT ASNOTED IN E5 BELOW. THE PROCEDURES ARE APPLICABLE WHEY CONNECTING TO AN EXISTING PSLUSD WATER MAW,WHETHER BY TAPPING TEE AND VALVE OR BY CONTINUATION OF A PLUGGED STUB OUT WEIR AN EXISTING GATE

TRAFFIC RATED COYER RANKED"WATER' (SEE NOTE 11)

PORT -WIREÂAPA A sam.,

ÂWfR ASmHx- -

VALVE I 0.75CONCRETE COLLAR

T^p6Tn010w 1. THE CONTRACTOR SHALL CONTACT ME PELUSO REGARDING SCHEDULING OF REQUIRED INSPECTIONS RELATING TO I

0[

MATCH EXISTING W/ (

I REB•R=:'

THE CONNECTION. PSLUSD INSPECTIONS ARE SPECIFICALLY REQUIRED FOR TN-INS OR WET TAPS TOEXISTM'GWATER MAINS JUNIPER INSTALLADON,FLUSHING, PRESSURE TESTING, DISINFECTION, SAMPLING, PLUGGING OF

--

-N•wt'

N

"I

2E'N.

SUER ACEFINISH GRADE

n

1H--AM

I ^SEE 141E 11

IOWMN

1iSAMPLING POINTS AND PERMANENT CONNECTION OF TEE NEW WATER MAIN ME CONIAACIOR SHAW. FOLLOW ALLPROCEDURES STRICTLY IN ACCORDANCE WITH TIEPSLUSD UTILITY STANOARDSMANUAL.

3. THE TEMPORARY JUMPER ASSEMBLY (FLANGE TO FLANGE) WILL BE SUPPLIED, INSTALLED AND TESTED BY TIM

PRAGgAAY1NC INTERFACEr 1

rSWPE PORT

F

' ^

1i

J-- TYJ1

"^

-" D

7,E

'

,,11/

CWRFC MN-,MCAME^

TJ^ PEEVED, IN COORDINATION' WITH THE ENGINEER OF RECORD AND CONTRACTOR OTHER MATERIALS AND

_A l

INSTALLATION REQUIRED FOR CE CONNECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR TEEUNDERGROUND RATIN GS SHALL BE RESTRAINED MECHANICAL TORT TYPE. ALL MMENALS SHALL BE PER THEPSLUSD APPROVED QUALPIED PRODUCTS LIST, THE JUNIPER CONNECTION SHALL BE MAINTAINED BY THE 28 ' 17 , 5 "AR GAP

SEE TYPICAL

12'm

6.MM,

MNP

--ÂLTERNATE CONTRACTOR UNTIL THE ASSEMBLY IS REMOVED BY El .PSLUSD .

4. ALL NEW WATER MAINS SHALL BE DOUBLEPIGGED,FLUSHED, PRESSURE TESTED AND DISINFECTED. NEW MAINSHALL NOT RE PLACED INTO WRETCH UNTIE THE. BACTERIOLOGICAL TEST RESULTS ARE. SADSFACT ORY AND AWRITTEN APPROVAL ILLS BEEN OBTAINED FROM TIE PSLUSD -

i

II

VALVE BOX AND-COLLARiCOMOLLER DUNE1rSPLASH PLATE

G-OEC-^ L

FRISK GRADE

I

I

/,

ACCESS BOX•i^3

.. ''

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R2' BONZE STREET

ELBE! RUC 1 I

151 STONE IRA. 12' BELOW BOXSAPHYSICAL SEPARATION SHALL BE MANTAINED BETWEEN TAEEXISTING RRINANDNLWMAN, EXCEPT AS NOTED.I.-^!N^TO+^.-"3ENUO

I

I

y HEREIN . P THE NEW MAIN IS OF A SIZE OR LENGTH THATNGGINGIFLUSHING CANNOT BE EFFECTIVELYACCOMPLISHED WITH THEJUMPER CONNECTION, MORE THAN ONE JUMPER MAY BE USED AS DETERMNED BY THE ^ ÎDp««LOW PRESSURE

PREESWE FOR OR, THE PSLUSD MAY ALLOW A PHYSICAL CONNECTION UNDER CONTROLLED CONDITIONS AS FOLLOWS:I

RELIEF VALVE^^

I 2' BRASS/S.S. NIPPLELOCO .LS^BIY^ - -

C EWERS

lBA'

JJ2' ANGLE CURB STOP LOCATOR TRACE WIRE

NRU0E0 WIRE (MNY KNEW'

- -

HALVE MP)'IR=T

.ra THE PROCEDURE WRLBECONDUCTED BYTITECONTRACTOR IN

PRESENCE OEAPSLUSD INSPECTOR AND .

(RELEASEM

WIRE Ow) 2" BRASS 90'-THE

ENGINEENGINEERORD MOR) OR

S

E. RELEASE'I

NFAL VAK 2 1' MAIL NNE

••••

DETAIL H A LL BEb THE.

NEW VALVE(S)SHOWN

THIS DEU ND SH

MID REPLACED

LEAKAGEIS OBSERVED THE

VALVESVALVES WILL BE KEPT

CLOSED BECLOSED BY THETHE PSLUSDANE'AND SHALLLI. NOTNOT BEBEOPERATEDTED BYBYANY ORE

IS I L9YSTEYL 7^Y----

-

.

A^

IA

,I

NB.

• 13'

n IM

1

.

OTHER THAN PSLUSD PERSONNELE. THE JUMPER CONNECTION SHAL.LBE USED TO FILL THE NEW MATH.dTHP.CONTRACTOR SHALL DISINFECT' TEE PPEANDFITTINGS USPDTD THAT(CTNBLUXTIECTION BY SPRAYING

AND SWABBING WTM CHLORINE.

T, BASE

2'

^pI.

^`

2' BNA55 9PERMINEGWERE WEN ENO

u

II2' POEM-TUB[

Ile.wA2E'

11

e ALL VALVES LE ME NEW SYSTEM DOWNSTREAM OF THE WEEPER SHALL BE OPENED BY TILE CONTRACTOR PRIORTO FLUSILING . THE VALVES SHOWN IN DNS DETAIL SEAL BE OPENED BY PSLUSD PERSONNEL ONLY. I

GATE VALVE ` 2' BRASS CORP, STOPW,K

Im!,'r

II I1

HEAWwrc

"yg.n,'r.

C THE PIGGING HEAND L

SHALL

PERFORMEDMPSLUSDUSD

YTIECONTRACTORRTHE MAN HAS BE OF AMEUS

LLSDINSPECTOR 31W VA

VALVESVES W GL BE E

CLOSEDOSED

BY

PERSONNELAETERTHE MAIN HAS BEEN FLUSHEDINSPEC 1^

_

^

•II

- 2' DOUBLE STRAP TAPPING SAOLE

NE- 1(j1

6 THE WATER MALNS SHALL BE PRESSURE TESTED AFTER FLUSHING AND PRIOR TO DISINFECTION ALL VALVES SHALL.A\DWILL

THE RESULTS OF PRESSURE TESTINGRENAL, CLOSED DURING THEPEWEE'.TEST

SQIBEOPENEDUM.

•

?2 90 ' BASS

2 BUSSwWnmBE ^l 1

I

eRma1

PCL1[IIELENSRwss W W. NCR

AND BACTERIOLOGICAL TESTING ARE SATISFACTORY AND THE SYSTEM HAS BEEN ACCEPTED FOR OPERATION BY-- \

LOCATE WIRE- n2 MASS

R THE PELUSO. \_

\NNE stce.

11-F RUG W/ 2' MPS181]' OXEN R NEE,

IRE dl CAE EXA[

2' COME SNW 7 DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WRH AWWA 0551. A MINIMUM PRESSURE OF 20 PSI SHALL BE LOCATED AT TOP

OF CONCRETE MX ` WATER MANB

SACOE )MIME1

-)

MERGE yarE MAINTAINED IN TIE NEW MAIN AFTER DISINFECTION.

PHS

M.n S^

CONNECTION TO EXISTING MALES SHALL, NOT BE MADE PRIOR TO BACTERIOLOGICAL CLEARANCE AND UNTILAPPROVED BY THE PSLUSD.

g

EE nOTE

^

^l

I.

'.: ^Nw N.IEII LOAN 9. UPON BACTERIOLOGICAL CLEARANCE, THE SAMPLING POINTS SHALL BE REMOVED AND PLUGGED BY THERUSTIC NTA ALAN

EE.

]A,ALL

TWACONTRACTOR THE CONTRACTOR SHALL MAKE THE PERMANENT CONNECTION IN TIE PRESENCE OF A PSLUSDINSPECTOR, UNLESS THE CONNECTION WAS PREVIOUSLY MADE AS INDICATED EN NOTE 50, THE PIPE AND FITTINGSF OE CONNECTION SHALL BE DISINFECTED BY SPRAYING AND SWABBING WITH CHLORINETHE RANEE ASSEMBLY)FLANGE TO FLANGE) WILL BE REMOVED BY DE PSLUSD L\' COORDINATION WITH DE CONTRACTOR N@CONTRACTOR SILL REMOVE TIE REST OF TIE JUMPER CONNECTION PIPING AND PLUG TIE CORPORATION STOPVALVES

POs'I. ANON/WC FLUSHINGWRITING BY THE PSLUSD

2. AT THE DIRECTIONREFER TO DETAIL

VALVES SHALL BE PROVIDED AT ALL DEAD EROS UNLESS DTI&RNSE APPROVED NDIM

I. COVER SHALL H PANTED BLUE.

2. NO CONCRETE COLLAR IN PAVED AREAS.

y(DE)

ELEVATION VIEWOF THE PSLUSD, BOLWOS MAY BE RETIRED TO PREVENT DAMAGE FROM ACCIDENTS

G-14 FOR BOWRO INSTALLATION.

10. TEMPORARY MPER CONNECTION FOR FIE S OVER B' NOMINAL DIAMETER TO BE DESIGNED BY FOR AND SHORNON PLANS

DETAIL: RAI 1444 48480448 40848 FOE EFT/EL WAX8444

"

w44 0F44 T

AAwNFFN. TEMPORARY JUMPER A.9AMF m.TEMPORARY JUMPER DATE EOIE 44 OF 4.

ON

"'OA"°'AUTOMATIC FLUSHING VALVE ^

O MANUAL AIR RELEASE VALVE DAM 415

PHL44w , ìi

F 4N(773I04400w CONNECTION E .E .E.

800 4.40d rE "HICONNECTION wA.LN

84

,m 44'wnan sau

F

i

D7TOADD FU

.M+A^wK mI

mnFOR WATER MAINS

u . 44.L NA n >wa ASSEMBLY

FAX PTA•T>aA (UP TO 8 "PIPE) FLw4 mm 4.44 FU mPH•NREEE wFn,Or,emETErAum NR I"T SRaT„Or.waAr 2oF

APPRO. N.T • S

•UTILITY DETAILAPPROVED.

HIND

SHEET.

UT-I7

DRAWN.

BF

OF.

UT-17

CHECKED.

HWD

DATE. 5-n

COMMUNITY BOULEVARD

PROJECT NO. P16-206

FIELD BOOK NO.

JOB NO. WF900293

SDATES

ST/MEP

SFILES

ARCAD1S u.s., INC.

1500 GATEWAY BLVD. SUITE 200. BOYNTON BEACH. FL 33426(561) 697-7000. FAX (561) 369-4731


COMPANY, LLC


SUNRISE, FLORIDA

BY.REVISION.

-L x 0-

COMMUNITY BLVD. AT RIVERLAND PARCEL 'A'(RIVERLAND MPUD)

STREET TREE PLANTING PLANSPlanting Plans for:

Tolephone:(561) 747-5069Fax: (561) 747-2041Email: [email protected]

License HLC-0000297^N-

Sheet LI

COVER SHEET

, Sheet Lla

PLANT LIST, DETAILS AND SPECIFICATIONSSheet L2,C.RNU COMMUNITY BLVD. STREET TREE PLANTING PLANSSheet L3.C,R.U COMMUNITY BLVD. STREET TREE PLANTING PLANSSheet L4.CRUW COMMUNITY BLVD. STREET TREE PLANTING PLANS

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Symbols Legend General Notes:PSLUSD Notes:- ALL LAVDHCAFING WITHIN IPSLUHDI UTILITY EASEMENTS SHALL COMPLY BAND CHAPTER 53 O THECITY'S CCOE CF ORDNACES AND FXU SSD UTILITY STANDARDS, DETAILS AND POLICIES.

- NO LANDSCAPING SMALL BE PLANTED M 5UD1 A MANNER AS TO ADVERSELY AFFECT UTILITYN51A LAnCN, OPERATION AND MANTENANCE.

- ALL EXISIMG AND PROPOSED UNDERGROUND UTILITY MARS, APPURTENANCES, AND EASEMENTS MIJSTBE 5540114 CN THE LANDSCAPE FLANS.

- TREES NI/ALL NOT BE PLANTED WTHIN 0 FEET CF ANY PSLUSD MANS OR APPURTENANCES ENCEPTAS ALLOIED BY CITY CF FSLUSD LA DSCARE POLICY.

- NO LARDY-AP PG OIlER MAN 5CD GRASSES MAY BE PLANTED URHN A 5' RADUS MANTE NWCEAREA OF ANY PHLSD APPURTENANCE 51D7 AA WATER METIER, BAD6LCW DEVICES FIRE HYDRANTS,SANITARY S,EILER CLEANOJTS, AND MANHOLES, AR RELEASE VALVES, ETC.

D.E. DRAINAGE EASEMENT O.K. OVERHANG EASEMENTLANE LAKE MAINTENANCE EASENENT G.E. GRADING EASEMENTLMAE LAKE MAINTENANCE ACCESS EASEN€NT PSL PORT ST LUCIEIRO PA. RIGHT OF WAY

L.E. LANDSCAPE EASEMENTLEEBTI^_

UTILITY EASEMENTD.SE. DRAINAGE SWALE EASEMENT

STORM SEWER LINE WITH MANHOLE0.5. CPEN SPACE'ST' AR

SA^_STORM SEWER LBE WITH CATCH BASINSANITARY SEWER LINE WITH MAMHCLE

SIGN

WSE _ WATER MAIN Oj LOT EMBER

O TREE REQUIRINGWATER SVC. TO LOT WITH METER ROOT BARRIER

WM.

SANITARY SVC. TO LOT WITH CLEAPIYJT`C.O.

ALL PLANTMATERIAL TO BE FLORIDA NO.1 DR BETTER AND BALL MEET OR EXCEED MNMN STANDARDS SET FORTH N FLORIDA GRADES AND 6TA`IDAISS, OMNI EDITOR2. A MM111 50% OF ALL REQUIRED TREES (25%CF ALL 54Rll135) SHALL BE NATNE SPECIES. A MAXRIJI OF 25% MAY BE 5JBS11NTED WIT1 PALMS. A MHRVI OF20% OF REQUIRED TREES SHALL BE H_CUERING.3.UNLESS NOTED OnERJISE, STREET TREES SLV-L HAVE MMIMII DN'ESIONS AS FRLOLLS: OVERALL HEIGHT CF TWELVE FEET (S'O 51X FEET (5') CLEAR TR < ANDAN AVERAGE CANOPY DIAMETER OF FIVE FEET (RI ALL TREES SHALL BE FLORDA GRADE 9 OR BETTER FER CURRENT FL GRADES AND STANDARDS.4. TREES ARE TO BE INSTALLED WITH A TEN FOOT (D') SEPARATION FROI ANY WDER-MRCWD PIPE (WATER SEILER OR RECLAIM MAINS AND/OR SERVICES.HYDRANTS, LFT STATIONS, AND DRAINAGE DJLVERTS CR BAS INS). M NO CASE 6-ALL A TREE ENCROARI INTO A P SALE. WIINNT PRIOR PSLUBO APPROVAL ANDONLY SOD CAN BE INSTALLED WINNN 15' OF A FIRE HYDRANT 11LESS OTIERWI6E APPROVED BY THE FIFE MARSHAL AND PSLUSD.5. STREET TREES SFICUN HEREON ARE CONCEPTUAL N NATURE AND MAY BE FIELD ADJUSTED TO MAINTAIN PROPER CLEARANCE FROM REQUIRED IMPROVEMENTSNCLUOPG DRIVEWAYS. TREES TO BE INSTALLED BATH A MSIMN TEN FOOT (109 SEPARATION FROM ANY UNDERGROUND UTILITY. SPACING MAY DIFFER FROM THEFLAN BASED ON THE FINAL SPECIES SELECTION SPACING SHALL CONFORM TO F'S. CODE OF ORDINANCES SECTION 56121.6. PER P51- CODE OF OROIWCES SECTION 158104, PLANING LOCATED WITHIN THE 25' SAFE SIGHT TRIANGLE AT NTERHECTIONS (OR TEN (10) FEET FROM TIE EDGECF A DRIVEWAY OR ALLEY) MAST MAINTAIN A CLEAR ZONE BETWEEN TWO (2) AMID SIX (6) FEET FROM THE CROWN OF ROAD.1. ANT ROYAL PALMS METALLED HEREIN SHALL HAVE REGULAR MATMBJWOE, PERFOR MED BY THE H01ECINER9 ASSOCIATRA CF RECORD, TO A LEVEL THATSIGNFICANRY REDUCES 114E LKELIHOOD CF ANY FROND FROM FALLING INTO A ROADWAY OR ONTO A PEDESTRIAN AREA.S. ALL LANDSCAPED AREAS REQUIRING IRRIGATION SHALL BE PROVIDED UM A FILLY ANOINTED IRRIGATION SYSTEM THAT PROVIDES 00 PERCENTCOVERAGE WITH 100 PERCENT OVERLAP WITH A MRLN DESIGN DISTRIBUTION UNIFORMITY (DU) OF .109. ATTENTION LANDSCAPE CCT4TRACTOR TREES PLANTED N LOCATIONS OTHER THAN THOSE SAWN MAY INTER FERE BATH INDE%ROND PIPE - BEFORECHANGSG LOCATIONS, VERIFY UNDERGROUND AND PROVIDE ROOT-BARRIER AS S PECFIED ON DETAILS SHEET OR ELIMINATE TREE AS DEEMED NECESSARY.CONFLICTS REOJIRNG DEVIATION PROM PLANS MUST BE BROUGHT TO THE ATTENTION OF TI-B LANDSCAPE ARCHITECT OF RECORD.

Plant SpecificationsPARKER•YANNETTE

design group, inc.5PE0E5 41'9 SILL shall ocrfore to Hite tO 0510d on the drauogt. NOma'claloe s 'rall canluw to 5Ids.E .4RDlZaD FLINT 11,55.st edltlen 411 n4aery sock sell be in accord. vs why, -odes arid h erderda to No>fy Pl is Pert, t best

by the Plot da Departnett of 4gr w

And Ca tier Lev ce 411 p ant , not alibi-Abe eps f ed brig

d Percy or sphet bs Flade Cr

o- be

dstorensd by 0-, Porde PCo or plant Industry Sp

Ise a qt ualy TM^ry. syr.se0Y.al . gHlyknt plant. to tralrod or

n lls deveopeetttN rest p'anic' Aq

cable and

ard'nglyeupelar n fore -Octb.of Marc;', ccepectn_s end synety.C£NE: LI DUIffMTENTSAll p lants din be Fresfly 00g, soured,

y.

A.l branobed. endor yeease and bisect ..es e and arse and seal! haveNo,edslate oot syst_ s. T..a for p e. rig roue troll b tau n ii,

end el-ape All -ate als .tall be ubJsct to approve, by toeLandscape sr

t. Uere any requirebeots are mired Pon tie plain INC tie plain vnlsted scull be no,. for }e varie ty. P lantsshall be pn. ed odor Lo da„vey only upon IM approval or b e Lehetoepe 4hLabs.CONTAINER GRAM{! 5T000All al era1l be healthy. vigorous.,Il rcctad p!an'a, end eetebnald in Ile cur •.n,cb thy ere sold. ireplan hell

growntops uhldt are good quality and n a heavy grouln 9 oo anion d, e.tabuarad co,eaocr groan plant 5115,7 O. gob,

that wntalnv sufficiently long etwoh fa the nee (brow root, to rev' doe 01-00 so that the root mass will retain its 'hope the holdtcgslb'uam re-owed non at, contelnv Plant root bound hi coolairere ers uec-eptebls

MEA5LEMENTS

ices

b!gi she be c'ase'd iron, ground to the avenge he ohs of canopy_ tp

ed

e v. ofbrerdvg aqua y around b

frost tits esmm of *is Gunk f'

:vd ry ,soinal 010,10,boo,Slagle :NA, trees .hall be free of " v aolcres that could be pots oru'sak b structure or dsafet+TeaWLcn

5I-rubs:

Heights shell he mesoed nom the brood to tin evsegs ports :Jae batoe plant growthelope. 5p-odd fall be nasoed to the sod of bra 00{5 squally atoald 4n smb .pass.Msesurenems ere not to lydude ary ten eel grow01

60IL

gg

b oar

Ce

f

1.

> _ is

attic for, nBvuda eo atg )Lid10000 cecda It epraa l rot cent' to.-c

s _+y ' u y be hemeru aio pan) 510501

9 se

CG'MEROIAL F_RtILIiERluo tatlllze dell Os u'4 in all types of planting tot part, Garbler fat' iso- shall Sc 1st tOri, In co+pOs tide coy and free !lowing. 1Fls fa-Ober shell bede1105104 to lFe se, n 00 o0giriol

begs , sech bevrlrgtiS Memtfecwr- 's eutmat of eralysis, rd anal; meet the rolloulne r ai llraenu sIalee. ll6.,oboes, roge

Tlp

plopM

!'

11151pevet potassur. plea Iron. Tablet

r°Agrfcra' or equal) In herein elte 31al netto.ugequr eeta. tslypace:, ooges le10%) p-oent poospb,ous . foe 10%) peoat potasetm,

the t:IO ferules All be eppllerl at toe followrg rate'

FL4VT51R

ISO. It

" lGR,P021 " TABLET (21 Grans)Igel.

Vs b.3 gel.

IA lb.o gal

ID ib0-6" callpa-

211os/1 1 ealip.-

e1n" Oanpero' end large

0 lbt/I " canoe

S I canoe'51odda East Coast Pale 5pslel " will be applied to all palms at vatallatlon eta rats of Ir2% lob Inde of Vb.. ballpe, :n4n. ottbobbe epeclned

MJ.ONt'u ch rater' ebb, O. three(0)irchas of shredded estee.oe,aldi(ste:l:sd and free of seedsl of approved squat . , stead at On or.. or eppl'raton o 0svo,twiry deep awns..511BSTI11T10915

eubeertAbne of plats bats,. typo. or - 411 be allowed ulCoot written coreem or tn. LendaCeps Arcnxe_t BID eat..., well not be accepted es aubetltute fdcorral, grown matetlal a-Mess F eo Ou.ly approved. Altenate>ub,tltutlcr>b-aI be 1dlcated In bid.

MN 1a' RAT EARTRRTO BE INSTALLED

.PLAITED

. rv 'I E}SR T4Pt,. PET PRO, A9 0.R_J :INSTALL.01-0 lARI.=ALNERSM51RtICTICNSLEES ARE TO BEINSTALLED

A COYOT O29Mw1Mf1

SEPARATION PROv tANr WDEF9PI

40Dro

4R."50,4

t00Rcie PE 011

00R SE4001

RVI1E51000

ea-GRANTS. LFTR41 0 Aso

C00 IMA0 GE llDR o 0Sll'S). OMITsco ow BENaTALLED one, )5.OF APV0 NtofzstM'ac55 0 iH_RYrrz

=P-tREO a. m=F naEU.+t AsoPY L5D.

Root Barrier DetailN.T.S.

Pales::tsar Tom{ (Ot). Atoll bs meesoed ha, the ground at the Co. of lnstelletion io 0a point Jere Ja retoe agedjOln, tre tttatae or green pcrtlen of t1e.rot or the head.

Overall Iblgot (OIll. shall bs oasurca lbw the ground at the toe or ' tstauabm to a poi. three quartet trahotel,' or the uncpeed bud Palm wllh rarrsd a bared {nuke will not be accepted.

Planting Details

Tree Planting51I_5 SIN, OsPdA

E,OGLL TSP. AND PEPTLIASPON

rmlos grosses (such as

LANDSCAPE ARCIIDFLTLREPLANNING

GRAPHICS925 South U.S. Highway OneSuia 330Jupiter, Flotide 33477

Tclophone:(561) 7473069Fat: (561) 747-2041Email: [email protected]

License #LC-0000291

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COMMUNITY BLVD. AT RIVERLAND - PARCEL 'A'(RIVERLAND MPUD)

IRRIGATION PLANS

Irrigation Plans for:

41IHIIIIHSheet IR1 COVER SHEETSheet !Rio LEGEND, DETAILS AND SPECIFICATIONSSheet IR2.E1 ENTRY IRRIGATION PLANSheet IR3.E1 ENTRY IRRIGATION PLANSheet IR4.E1 ENTRY IRRIGATION PLANSheet IR7.SR PUMP STATION

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LEGEND (COMMUNITY BLVD)SYMBOL MODFI NO. DESCRIPTION * EST. QUANTITY

1

1404

RAIN BIRD FLOOD BUBBLER

140IRRIGATION NOTES & SPECIFICATIONS

13is 1806-SAM-PRS45-MPCORNER

RAIN BIRD 6" POP-UP SPRINKLER/MP ROTOR NOZZLE

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REFER TO PLANWELL70 PSI200 GPM © 162 FT.HD.

AUTOMATIC IRRIGATION SYSTEMWATER DEMAND / ZONEWATER SOURCEPRESSURE REQUIREDPUMPING CAPACITY/STATION

GENERAL1-20-06-30

HUNTER 6" POP-UP ROTOR

87

CONTROL Y T M

THE CONTROL SYSTEM SHALL BE A RAIN BIRD MAXICGM TYPE. A SITE SATELLITECONTROLLER SHALL COMMUNICATE WITH THE CITY'S CONTROL MONITORINGCOMPUTER VIA PHONE LINE, ETHERNET, CELL MODEM, OR FIBER OPTIC CABLE.

THE CONTROLLER SHALL BE INSTALLED AS A PEDESTAL MOUNT AND SHALL BELOCATED ADJACENT TO THE PUMP STATION. THE CONTROLLER SHALL REQUIREAN INDEPENDENT ELECTRIC SOURCE. A RAIN CAN AND MOISTURE SENSOR SHALLBE INSTALLED TO CONSERVE WATER.

•

PESB SERIES

RAIN BIRD 24 VAC SOLENOID VAL FV

1 1/2"2"

ESP-Site-RED

010107

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IRRIGATION SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF PORT ST LUCIEPUBLIC WORKS IRRIGATION SPECIFICATIONS, CONTRACT DRAWINGS, ANDAPPENDIX "F'• OF THE FLORIDA BUILDING CODE.

IRRIGATION DESIGN BASED ON PARKER YANETTE "PLANTING PLANS" DATEDJUNE 2017. CONTRACTOR SHALL REFER TO THESE PLANS TO COORDINATESPRINKLER LOCATIONS AND PIPE ROUTING WITH NEW AND EXISTING PLANTLOCATIONS.

RAINGAUGE

SIDD

CONTROL LINES FROM THE AUTOMATIC CONTROLLER TO IN-LINE AUTOMATICVALVES SHALL BE #14 AWG THAN TYPE WHICH SHALL BE:(1) INSTALLED IN ACCORDANCE WITH LOCAL CODES, (2) INSTALLED IN SCH 40PVC WIRE CONDUIT, (3) BURIED TO A MINIMUM DEPTH OF 15", (4) COLORCODED TO FACILITATE TROUBLESHOOTING AND, (5) SPLICED MOSTLY AT VALVELOCATIONS. SPLICES SHALL BE MADE WATERPROOF USING APPROVED METHODS.SPARE WIRES SHALL BE ROUTED FROM THE CONTROLLER IN ALL DIRECTIONSTO THE FARTHEST VALVES CONTROLLED.

RAIN BIRD AUTO. CONTROLLER

RAIN BIRD RAIN CAN

BASELINE SOIL MOISTURE SENSOR AUTOMATIC VALVE LOCATIONS ARE SCHEMATIC ONLY AND SHALL BE ADJUSTEDFOR ON SITE CONDITIONS. EACH VALVE SHALL BE INSTALLED IN A VALVE BOX.A MINIMUM OF ONE CUBIC FOOT OF GRAVEL SHALL BE PROVIDED PER BOXTO PROMOTE DRAINAGE.

PAIGE THHN WIRE#12 AWG COMMON#14 AWG CONTROL

THIS IRRIGATION PLAN SHALL BE USED AS A GUIDE ONLY. CONTRACTORSHALL INSTALL IRRIGATION TO MATCH ON SITE CONDITIONS AND TOOVERCOME THE INHERENT INACCURACIES THAT RESULT WHEN DESIGNINGFROM BASE PLANS SCALED AT 1" = 20'.THE SOURCE SHALL BE A PRE-FABRICATED PUMP STATION DRAWING WATERFROM WELL.

01

01

AS REQUIRED

MDT BHOAM

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LEMCO DUCTILE IRON FITTINGSTHE RAIN GAUGE AND MOISTURE SENSOR SHALL BE INSTALLED IN ACCORDANCEWITH LOCAL CODES.

SCH 40 GALVANIZED PIPE

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SCH 40 PVCLATERALS PIPE FITTINGSWIRE CONDUIT

AS REQUIRED

AS REQUIRED

AS REQUIREDIRRIGATION SHALL BE INSTALLED AND MAINTAINED TO MINIMIZE UNDESIRABLEOVERTHROW ONTO PAVEMENT AND SIDEWALKS.

SOR 21. CLASS 200 PVCMAIN LINELATERALS

AS REQUIREDCONTRACTOR IS ADVISED TO STUDY THE PLANS FOR ADDITIONAL INFORMATIONAND TO VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS.

GATE VALVESMAIN LINE (TO LINE SIZE)2" ZONE ISOLATION

TO ENSURE PROPER OPERATION, PUMP STATION CAPACITY, WELL CAPACITY.PROGRAMMING, VALVE SIZES, ZONE CAPACITIES, SPRINKLER SPACING, PIPEAND WIRE SIZES, AND INSTALLATION NOTES AND DETAILS SHALL BE FOLLOWEDAS SHOWN.

0509 PIPING

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PUMP STATION['^FLL

LOCATION OF PUMP STATION AND WELL SHALL BE VERIFIED ON SITE.

THE PUMP STATION SHALL BE A PRE-FABRICATED TYPE WITH A CAPACITY OF200 GPM 0 162 FT.HD. BASIC COMPONENTS SHALL INCLUDE:

pA CENTRIFUGAL PUMP WITH THE CAPACITY NOTEDA 15 HP MOTOR TO MATCH ON SITE ELECTRIC

(3) VARIABLE FREQUENCY DRIVE FOR EACH MOTOR WITH INDUSTRIAL AIR CONDITIONERFOR A NEMA 4 CONTROL PANEL

(4) MAGNETIC FLOW METER(5) PRESSURE TANK(6) WELDED ALUMINUM SKID

F) FIBERGLASS ENCLOSUREGATE AND CHECK VALVES

(9) INHIBITOR SYSTEM(10) FLOW GUARD

PIPE ROUTING IS SCHEMATIC ONLY AND SHALL BE ADJUSTED FOR ON SITECONDITIONS.

qw PIPE SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES AND PIPEMANUFACTURER ' S INSTRUCTIONS.

HOT SHOAN

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PIPE ROUTED UNDER HARDSCAPED AREAS SHALL BE SLEEVED IN SCH 40 PVC.EACH SLEEVE SHALL BE: (1) BURIED TO A MINIMUM DEPTH OF 36", (2)TWO PIPE SIZES LARGER THAN CARRIER PIPE, AND (3) EXTENDED 3' BEYONDHARDSCAPED AREA ON EACH END. CONTRACTOR SHALL VERIFY THE SIZE, DEPTH,AND LOCATION OF ALL EXISTING SLEEVES.

STATION SHALL BE MANUFACTURED BY HOOVER PUMPING SYSTEMS. CONTRACTORSHALL SUBMIT SHOP DRAWINGS FOR APPROVALSTATION SHALL BE MOUNTED ON A 6" THICK CONCETE SLAB SIZED TO ACCOMMODATEEACH STATION AND ASSOCIATE EQUIPMENT. STATION SHALL BE INSTALLED IN AFENCED-IN ENCLOSURE.

HOT .0.

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AS REQUIRED

AS REQUIRED

01

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AIR RELIEF VALVEVALVE BOX

GROUNDING LOCATION

METALLIC MARKING TAPE

JOINT RESTRAINTS

WELLPUMP STATION

SSLEEVES SHALL BE 1'M2ME DIAMETER Of

LATFAALfR WRE BUNDLE C.RIED.

CE CLEAN SANDSTILLEEINSTILLED ABOUNDTHE DIAMETER OF ALL PIPE.

NOTE: ABOVE QUANTITIES ARE FOR COMPARISON ONLY.CONTRACTOR SHALL VERIFY PRIOR TO SUBMITTING BID.

SUCTION LINE SHALL BE INSTALLED IN ACCORDANCE WITH PUMP STATION MANUFACTURER'SINSTRUCTIONS, AND SHALL BE PROPERLY SCREENED TO PREVENT THE INTAKE OFHARMFUL MATERIAL INTO THE SYSTEM.

PIPE INSTALLED ABOVE GRADE AT THE PUMP STATION SHALL BE SCH 40GALVANIZED STEEL. ALL OTHER PIPING SHALL 8E NOR 21. CLASS 200 TYPE1120 PVC. MAIN LINE SHALL BE GASKET TYPE AND LATERALS SHALL BESOLVENT WELD TYPE. THE WATER SOURCE SHALL BE A WELL DEVELOPED FOR A MINIMUM CAPACITY OF

250 GPM. THE WELL SHALL BE ESTABLISHED AT THE DEPTH REQUIRED TO ACCESSWATER MINIMAL RUST STAINING PROPERTIES. A RUST INHIBITOR SYSTEM SHALL BEINSTALLED IF NEEDED TO PREVENT STAINING.ZONE SUMMARY CHART

STA VALVE SPRINKLER

VALVE

WATER

RUN

WEEKLYNO

TYPE

SIZE DEMAND `TIME USAGE1

W1

BUBBLER

1"

22 GPM

20 MIN/WK

440 GAL/WIC2

W2

MP ROTOR

2"

85 GPM

140 MIN/WK

11,900 GAL/WK3

W3

ROTOR

2"

78 GPM

140 MIN/WK

10,920 GAL/WK4

W4

ROTOR

2"

78 GPM

140 MIN/W1(

10,920 GAL/WK5

W5

BUBBLER

2"

82 GPM

20 MIN/WK

1.640 GAL/WK6

W6

MP ROTOR

1 1/2 "45 GPM

140 MIN/WK

6,300 GAL/WK7

W7

ROTOR

2"

84 GPM

140 MIN/WK

11,760 GAL/WK8

W8

MP ROTOR

2"

90 GPM

140 MIN/WK

12,600 GAL/WK9

W9

BUBBLER

1 1/2 "36 GPM

20 MIN/WK

720 GAL/WK10-24 SPARE

MAIN LINE DIRECTIONAL FITTINGS SHALL BE DUCTILE IRON MANUFACTURED BYLEMCO OR APPROVED EQUAL. LATERAL PIPE FITTINGS SHALL BE SCH 40 PVC.

ALL MAIN DIRECTIONAL FITTINGS SHALL BE RESTRAINED WITH MEG-A-LUGJOINT RESTRAINTS. z

PROGRAMMING

SYSTEM SHALL BE PROGRAMMED TO ENSURE THE CAPACITIES OF THE PIPINGNETWORK AND PUMP STATION ARE NOT EXCEEDED. THE MAXIMUM TOTAL WATER USAGESHALL NOT EXCEED 200 GPM.

THE SYSTEM SHALL ALSO BE PROGRAMMED TO OPERATE UNDER THE WATER RESTRICTIONGUIDELINES ESTABLISHED BY LOCAL AUTHORITIES.

67,200 GAL/WK

PIPE SIZED TO LIMIT FLOW VELOCITIES TO 5 FEET/SECOND AND TO LIMITFRICTION LOSS IN THE PIPING NETWORK.PIPE SHALL BE INSTALLED AT SUFFICIENT DEPTH BELOW GROUND TO PROTECTIT FROM HAZARD SUCH AS VEHICULAR TRAFFIC OR ROUTINE OCCURRENCESWHICH OCCUR IN THE NORMAL USE AND MAINTENANCE OF THE PROPERTY.DEPTHS OF COVER SHALL MEET OR EXCEED SCS CODE 430-DD. REFER TO THEAPPLICABLE DETAIL FOR ADDITIONAL INFORMATION.BACKFILL SHALL BE OF SUITABLE MATERIAL, FREE OF ROCKS, STONES, ANDOTHER DEBRIS THAT WOULD DAMAGE IRRIGATION SYSTEM COMPONENTS.BACKFILL AROUND ALL PIPE SHALL BE 6" OF CLEAN SAND.

TIMING AND PRECIPITATION

TIMING OF EACH STATION SHALL BE SET IN THE FIELD TO MATCH LOCALREQUIREMENTS. REFER TO ZONE SUMMARY CHART FOR RECOMMENDED RUN TIMES TOAPPLY 1.0 INCH/WEEK.

'CO APPLY 1.0 IN/WK.GATE VALVES SHALL BE INSTALLED FOR ISOLATION. EACH GATE VALVE SHALL BETO LINE SIZE AND INSTALLED IN A VALVE BOX. POROUS MATERIAL SHALL BEINSTALLED PER BOX TO PROMOTE DRAINAGE.

AN AIR RELIEF VALVE SHALL BE INSTALLED TO PROTECT THE PIPING NETWORKFROM EXCESSIVE PRESSURES THAT DEVELOP WHEN COMPRESSING ENTRAPPEDAIR. THIS UNIT SHALL BE INSTALLED IN A VALVE BOX.

METALLIC MARKING TAPE SHALL BE INSTALLED IN ALL MAIN LINE TRENCHES. e1 1 /2" AND 2"

J ' AH04• 24JO'

SPRINKLERS 6' AND LARGER 36'

SPRINKLER LOCATIONS ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED FORLANDSCAPING, SITE LIGHTING, PREVAILING WIND, MOUNDING, ETC., TO ENSUREPROPER COVERAGE WITH MINIMAL UNDESIRABLE OVERTHROW. A PRIME OBJECTIVESHALL BE TO ELIMINATE OVERTHROW ONTO PAVEMENT AND SIDEWALKS.

TwitsSLEEVES SHALL BE 15CETHE DIAMETER OF THE UM..OA HIRE BUNDLE CARP.A 6' USER Of CLEW SANDSHALL BE INSTALLED AROUNDTHE DIAMETER OF ALL PIPE

TRENCHING DETAIL (NTS)VEHICHLAR TRAFFIC AREAS

SPRAY HEADS SHALL BE RAIN BIRD 1800 SERIES. SIX INCH POP-UP TYPE SHALLBE INSTALLED IN AREAS LANDSCAPED WITH SOD AND MULCH. BUBBLERS SHALLBE INSTALLED AT TREES.

POP-UP TYPE LOCATED IN SOD, MULCH, AND GROUND COVERS SHALL BEINSTALLED ON FLEXIBLE SWING JOINTS CONSISTING OF THICKWALLED POLY PIPEINSERT ELBOWS.

BUBBLERS SHALL BE INSTALLED WITH THICKWALLED POLY PIPE.

EACH SPRAY HEAD SHALL BE EQUIPPED WITH THE APPROPRIATE MP ROTORNOZZLE AND SHALL BE PRESSURE REGULATED TO 45 PSI.

PROJECT NO. 2017-24POP-UP ROTARY HEADS SHALL BE HUNTER 1-20 SERIES WHICH SHALL BEINSTALLED ON PVC SWING JOINTS.

ADJUSTMENT FEATURES OF SPRINKLERS SPECIFIED SHALL BE UTILIZED TOENSURE PROPER COVERAGE WITH MINIMAL UNDESIRABLE OVERTHROW. LOWANGLE, FLAT SPRAY, AND ADJUSTABLE ARC NOZZLES SHALL BE USED TOMINIMIZE OVERTHROW.

SPRINKLERS LOCATED ADJACENT TO HARDSCAPED AREAS SHALL BE INSTALLEDAWAY FROM HARDSCAPED AREAS TO MINIMIZE OVERTHROW AND THE CHANCEOF DAMAGE BY VEHICLES, PEDESTRIANS, AND LAWN MAINTENANCE PRESONNEL.AS A GENERAL RULE, 6" POP-UP SPRAY HEADS SHALL BE INSTALLED IN 4",SHRUB HEADS AND 12" POP-UP SPRAY HEADS SHALL BE INSTALLED IN 12 " ,AND ROTOR HEADS SHALL BE INSTALLED IN 6".

DRAWN BY

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DESIGNED BY KMO

SCALE:

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DWG. NO. IRlaSHT. NO.

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Orion FaultIn case of a drive fault, including under or over voltage, over current, heat sink thermal, and ground fault,the affected pump will shutoff, and the remote operator interface will display 'Drive Fault'. The pump willremain off until the system is 'Reset.

bulkhead connector. The tank eall be made of polypropylene and have a capacity of 35 gallons wtth arefill hatch and shall be secured with two galvanized steel straps to the pump system skid with bolts or toa concrete pad with one quarter by one and one hail inch long wedge anchors

NOTE: SUCTION PIPE SHALL BE SCHED 40 GALVANIZED STEEL WITH GAEV.IZEOROLL GROOVE FII'ENGS FROM THE PUMP TO THE WELL TEE. CHECK VALVES STAND tARGER SHALL BE SWING TYPE. 2' AND SMALLER SHALL BE POPPET STYLE

PROVIDE MINIMUM CLEARANCES ON ALL SIDES OF PUMP SYSTEM AS SHOWN

DETALOP80NAE FEATURES ARE INCLUDED IF MARKED VIRS .

X VARIABLE FREQUENCY ORIVEX PUMP SYSTEM MASTER VALVE AND ...ETC FLOW SENSOR WIRE LEADS SHALL

BE STUBBED INTO A JUNCTION BOX FOR CONNECTION TO THE IRRIG.ONCONTROLLER BY THE IRRIGATION CONTRACTORPRESSURE TANK FOR PRESSURE OEA,.D SYSTEMS

REMOTE PUMP AND WATER MANAGEMENT SYSTEM:COMMUNICATION W CELLULAR MODEM OR 70/100 BASE T DIRECT ETHERNET CONNECTIONUSER PEENED INTERNET BASED CONTROL Pt...METERS USING STANOeRD WEB BROWSER WINEVENT LOGGING .0 EMAIL ALERTS FOR WARNINGS AND ALARMS AS FOLLOWS:X HMI DISPLAY ON CONTROL PANEL• MAXIMUM GALLON PER MINUTE USAGE W1TM ADJUSTABLE TIME DELAY AND NUMBER

OF RESTART ATTEMPTSMINIMUM TOTAL DAILY WATER USAGE

• DAILY, MONTHLY AND ANNUAL WATER USAGE BUDGETSX GRAFTING OF REAL TiME MID HISTORICAL FLOW, INCOMING AND DISCHARGE PRESSURE

MD SYSTEM EVENTS WOW T.E AND DATE SHOWN• RAIN SENSOR STATUSX HISTORIC WATER USAGE BY DAY AND MONTHX STARTER OVERLOAD FAULT SHUTDOWN

RIVERLAND SW COMMUNITY BLVD MEDIAN

SPECIFICATIONS

SINGLE CENTRIFUGAL PUMP SYSTEMFIBERGLASS ENCLOSED PRESSURE DEMAND VFD Hand - Off -Auto Switch

The pump is equipped with a remote H-0-A selector switch that operates as follows .

PURPOSE:To provide a complete prefabricated variable frequency drive skid mounted fiberglass enclosed pressuredemand centrffugal pump system from a sole source company, herein after referred to as the'manufacturer', whose primary business is the manufacture of prefabricated pump systems. Themanufacturer will manufacture, flow test, install and warrant the system to meet all specffied operatingrequirements described below and in the system detail. The system shall be a Model HCF-15PDV-23013-C.M.R3.W,Z as manufactured by Hoover Pumping Systems of Pompano Beach, Florida USA 954-971.7350 specffied below and shown on the plan details. This specification describes the generalcomponents and minimal operating requirements and shall not be construed as a manufacturing guide orcomplete list of required system components and appurtenances.

FLOWGUARD COMMUNICATION LINK:Customer supplied communication'Ti or DSL LAN

WeFl.900 MHZ broadband spectrum radioHoover supplied communication- High speed modem, antenna and broadband Data communication plansHand

Position

Function

Manual pump start This position overrides all protective features and startcontrols.

Off

Pump will not run.

Auto

Pump will start automatically. In this position, all start controls and protectivefeatures are active

Operator InterfaceA mobile device or PC HMI (Human Machine Interface) shall be provided vvtth status display and controlof operating mode, I/O status. system pressure, system flow, pressure and flow setpoints, elapsed runtimes, fault timer values and presets, display brightness, clock time, alarm and event logs with data andtime stamps, and diagnostic inforrnation including counters and alarm indicators.

SYSTEM CONTROL POWER SUPPLY PROTECTION: Combination UL listed power supply and 24VDC industrial uninterruptible power supply (UPS), includes:

- minimum 1.2 Amp-hour rechargeable 24 VDC battery to power control electronics and modemsignaling for charging process. operational readiness, buffer mode, and alarm messagestemperature-compensated charging protection for battery module at high ambient temperaturesresidual ripple < 50 rnVppoperating temperature -25°C to 7CYCelectronic protection against short-circuit and reverse feedintegrated timeout

THE HOOVER FLOWGUARDAn easy to use Internet based irrigation system management tool providing real time monitoring andcontrol that include:

4' 'THICK 5' X 7' REINFORCEDCONCRETE PADLOCKABLE HANDLE..XALT 'ALUMINUM .10VARIABLE FREQUENCY DRIVE

- PROACTIVE TROUBLESHOOTING TOOLSSolve minor irrigation problems before they escalate into major landscape issues.

EBERC.LASS REINFORCED ENCLOSUREAL A SRI 4. CLAM Seal_ DES.FOREST GREEN GELCOAT TARREDFINISHCONTROL PANELASSEMBLY (AL LISTED)MAINTAIN 42' CLEARANCE

The contractor shall submit seven (7) complete copies of the shop drawings to the designer for approval,prior to system order placement. The submittal shall contain cut sheets for all system components. Tobe considered an equal. the contractor most submit the following 12 days prior to bid opening:manufacturer brochure showing prefabricated pump systems manufacturing is the primary business ofthe manufacturer or division proposed to manufacture the system, written specifications, dimensionedlayout detail, electrical schematic, product sheets for all main components, Underwriters Laboratoryelectrical control panel and 'Packaged Pumping System' manufacturer's file numbers, list of 6 projectswith similar operating systems with current name and phone number of person responsible for systemoperation, manufacturer's insurance certificate for general liability showing minimum coverage of Simillion. and written certification from the manufacturer stating the proposed system meets allrequirements described in this specification, the detail and the bid documents.

Protection Equipment- Front operated main power disconnect- Motor fuses for motor and drive short circuit and ground fault protection- Full voltage class 10 IEC motor starters for emergency bypass operation- Metal oxide varistors (MOV) for transient voltage suppression per phase- Fused control circuitry with blown fuse lighted indicator for each circuit

INJECTOR TANK AND PUMP35 GALLON SECURED TO PAD

IXAGNEPC FLOW SENSOR UADSHUTOFF/MASTER VALVE SHALLBE CONNECTED TO HOOVERPG AND IRRIG. CONTROI.EIR

IRRIGATION MAIN

-- LANDSCAPE MANAGEMENT TOOLSupplement random "wet check" expense with specifically identified irrigation repairs.Evaluate data that can be effectively used for troubleshooting performance issues.Field manually bypass button to override a closed Flowguard shutoff valve inTwo (2) hour increments each titre pressed by field service personnel.Rain sensor

If the data submitted is determined to be an equal by the designer the bidder will be notified prior to thebid date.

trst ne.PRESSURE TANKCENTRIFUGAL PUMP 15 HP(HIGH EFFICIENCY TEEC MOTOR)PRESSURE TRANSDUCERFLOW SWATCH

GALV. STEEL DISCS. SOH

FIBERGLASS ENCLOSURE:The pump station shall be protected by a fiberglass enclosure with chemical and ultraviolet resistant openmold resin with exterior finish that is uniform in color and texture. reinforced with fiberglass and stiffenersfor rigidity. The enclosure shall open clear of the equipment for ease of service with the aid of gas filledstruts, a stainless steel hinge and latching lockable handle. The enclosure shall be of dimensionsadequate to contain the pump system mounted on the skid as shown on the system detail.

SpecificationElectric service to be, in order of preference:

460V 3-Phase (A. BC, Ground)230V Closed-Delta 3-Phase (A. 13, C, Neutral, Ground)208V Wye 3-Phase (A. B, C. Neutral, Ground)230V Open-Delta 3-Phase (A, B. C, Neutral. Ground).

Selection of 230V Open-Delta 3-Phase may require an increase in electrical equipment size to meetdesired performance criteria.DISCHARGE ISOLATION VALVE

RAIN SENSOR ON IA' POLE INSTALLEDAND CORRECTED TO IRRSATION CONTROLLERBY IRRIGATION CONTRACTOR

MX, CLEM

-- AUTOMATED COMPLIANCE TOOLSDaily municipal water use restrictions.Water Management District water usage reportingBudget water usage to assure compliance with Consumptive Water Use Permit

SUCTION ONE

DE. VALVE

214-TEE OP HALL DRILLERSCREEN IN HELL TEE

PLAN VIEW NTS MINIMUM 6' DIAMETERHELL CANNS REQUIRED

MOUNTING ASSEMBLY:The pump station shall be mounted on a prefabricated aluminum or hot dipped galvanized skid.Pedestals shall be provided to mount the pump motor and control panel assemblies. The entire stationshall be installed on a reinforced concrete slab sized as noted on the system detail.

- AUTOMATIC E-MAIL ALARMS & WARNINGSReceive automatic e-mail alarms & warnings when irrigation system problems occur. AutomaticAdjustable alarm shut-downs with time delay behveen restarts.

PENETRATION STANDARD REQUIREMENTS:All control panel penetrations shall be performed by a licensed electrician to minimum NEMA 4Xrequirements, and compliant with International Electro technical Commissions (IEC) IP56 rating under itsIP code, to protect against duct ingression and against any harmful effects from water projected inpowerful jets from any direction and protection against corrosion.

ELECTRIC SBMCE TO BE. IN ORDER OF PREFERENCE:.60V 3-PHASE. 2305 CLOSED-DELTA 3-PAUSE. 208 Wrs 3-PHASE.230 OPEN-DELTA 3-PRASE.

VARIABLE FREQUENCY DRIVES (VFD):The pump motor is controlled by an individual dedicated Variable Frequency Drive (VFD) that isenvironmentally sealed against water, insects and dust infiltration. The VFD is properly sized tomatch pump. motor, and site power requirements.

PUMP AND MOTOR:The pump shall be a centrifugal type pump with flanged suction and discharge connections (threadedconnections are not acceptable). A thermal sensor for pump overheat protection shall be mounted intothe pump volute.

SAFELY FEATURES .-LOSS OF PRIME- OVERHEAT- TRANSIENT SURGE- HIGH FLOWPUMP PERFORMANCE

200 GPM 0 201 TEA70 PS AT 10' LIFT

HOOVER PUMPING MODEL: HCF-15RDV-230/3-C.D.M.R3.W.Z

FILE PNI4439,DWG

08/ ,Pon,no Be.., Florid, Tel: 054-671-7350

- REPORTSDaily water usageSpecific events, a comprehensive list of alarms, warnings and pump operations

-- COMMUNICATION via customer provided Ti, DSL, Wi-Fl or 900 MHz radio communication lineWith STATIC IF ADDRESS complete with connection to the RS232 port on the FlewguardController OR Hoover Optional High Speed Modem and Cellular Broadband service.

RIVERLAND SW COMMUNITY BLVD MEDIANCENTRIFUGAL PUMP SYSTEM DETAILFIBERGLASS ENCLOSED SINGLE WELL SUCTIONPRESSURE DEMAND VARIABLE FREQUENCY DRIVEHOOVER FLOWGUARD0

-- REMOTE CONTROL access to pump control and protection features, including: sequencingand retirement controls and setup parameters.

- DIAGNOSTIC DATA: Real time and historical graphing Al flow, pressure, source water level,water salinity, booster water source pressure, rain sensor, system status and maintenance alerts,

and power supply interruption.

The Variable Frequency Drive provided for the pump motor shall have the following characteristics.Variable Frequency Drive with the following characteristics shall be provided for the pump motor: 32-bitmicroproceesor controlled Pulse Width Modulated output, IGBT transistors, line reactors, built-inadjustable PIG control, and acceleration ramp up and down, single pump VFD systems 25 by or lessNEMA 12 or NEMA 4 VFD with forced-air cooling over heat-sink (outside airflow over electronics notacceptable). All other VFD system cooling is by industrial air conditioner. Variable torque control, 32character alphanumeric English full not parameter display, single fiinction keys, block parameter access.dual analog outputs, automatic and manual reset, opto-isolated outputs, log of last 30 events retained inmemory.

The motor specifications shall include:NEMA Premium Efficiency

- Inverter Rated (MG1 Part 31)- Tropicalized Windings

VPI Impregnated- EISA Compliant--Totally Enclosed Fan Cooled (TEFC) (IP55) Open Drip Proof (OOP) motors are not acceptable.- UL 1004 Approved- 1.25 Service Factor

The main motor shall be rated at 15 HP at 60 Hz.-

WATER USE MONITORING. Set and automatically monitor Daily, Monthly, and Annualwater use volumes per Water Management District Use Permit. User - set alarms and warnings,with automatic and/or manual restarts.

PUMP STATION PERFORMANCE:The required pump performance with a maximum of 12 ft. of suction lift is as follows:a) Discharge pressure of 70 05i b) maximum required flow of 200 GPM, and c) minimum required flow of35 GPM.

- WATER USE REPORTS, Print Reports for Daily, Monthly, and Annual flow volume history. Viewand print reports for graphing, logs, usage, audit trails, and maintenance status.

- SECURITY ACCESS CONTROL: Multi-user capability with User ID and password protection.

- USER TRAINING provides new user classes, support and phone assistance to set up initialparameters such as Water Windows. budgets and other user- set functions.

IRRIGATION PUMP CONTROL PANEL:The control panel assembly shall be Underwriters Laboratories listed in accordance with section 508A for'enclosed industrial control panels.' All control devices and electronic auto-sensory circuitry shall behoused in a self-contained weather-resistant NEMA 4 control cabinet. The control panel shall be identifiedwith a permanent label approved by Underwriters Laboratories Inc. containing the word -LISTED', thename and (or symbol of Underwriters Laboratories Inc., a control number and the product name'Enclosed Industrial Control Panel'. An electrical schematic shall be permanently mounted inside thecabinet. The control cabinet shall contain the following protection and control equipment:

SHUTOFF VALVE:The shutoff valve shall be 230 psi working pressure with the following features:

- Continuous duty industrial solenoid- Large capacity disk filter on pilot control tubing- 220 psi polyethylene control tubing with prest-o-lock fittings- Cast iron body and bonnet with polymer coating- 316 Stainless steel nuts, bolls, washers, shaft and spring- Stainless steel seat

For Irrigation controller use. the solenoid shall be energized to open, the valve wires will be stubbed into aNEMA 4X junction box on the back of the pump system for connection to the controller by the irrigationcontractor. For Hoover Flowguarde the solenoid shall be energized to close.

OperationThis station operates as a Variable Frequency Drive )'/FD) pressure demand start, reduced-flowretirement system. The station automatically maintains a constant discharge pressure from a pressuretransducer input regardless of varying flow demands within the station operating range. The system isequipped with a remote 'Hand-Off-Auto' (H-0-A( selector switch. The self-diagnostic control panelassembly includes a remote 'Alarm' indicator light and an remote operator interface for display of statusand diagnostic messages, event lists, and operation history. The remote operator interface also allowsfor viewing of system setup parameters.

WARRANTIES:Prior to shipping, the manufacturer shall flow test the system and submit a certified report to the designerstating the system is within 1% + or - of the specified flow rate and pressure, and meets the operationalrequirements.

The manufacturer of the pumping station shall warrant all components for a period of one (1) year fromdate of manufacture.

PN14439

MAGNETIC FLOW METER:A full-bore magnetic flow sensor shall be provided to control pump retirement and allow display of flowrate and total flow (insertion type flow meters are not acceptable). The flow sensor shall have thefollowing characteristics: no moving parts, unobstrscted bore (no pressure loss), NEMA 5SP 67protection, international standard traceable calibration, stainless steel 1.4301 flow tube. 316 stainlesssteel electrodes, overall system accuracy for flows a 1.5 fps of better than +I- 0.5% of actual rate, and forflows 01.5 fps of better than Al- 0.32lv [fpsJ% of actual rate.

PRESSURE TRANSMITTER:A 4-20mA-pressure transmitter shall provide a feedback signal to drive PID loops and for system pressurecontrol. The transmitter shall be CE & UL recognized and built with an all stainless steel housing andpressure port. rated to NEMA 4, and able to withstand shock and vibration levels to MIL-STD-810E.

Hoover-Flow Software features include flow control of pump starts, sequencing and retirement; automaticpump alternation; Loss of Prime/No-flow protection, High Pressure protection. Pump Overheat protection;diagnostic information, flow and pressure history, service counters, elapsed rsn time meters, date andtime stamping: Phase Loss protection, Phase Unbalance protection. Vottage monitoring and protection.operating mode meters. Service required alerts; Remote Communication Link interface: Hoover Drivecontrol: emergency bypass operation, cooling system control, self-cleaning intake screen control: Boosterbypass control; fail-safe data protection.

DISCHARGE PIPE MANIFOLD:The pipe discharge manifold shall be constructed of galvanized steel pipe with galvanized roll groovefittings. A wafer type butterfly valve will be provided on headers 3' or greater and bronze ball valve onsmaller headers at the .1.0 station discharge. A hydro pneumatic pressure tank with isolation valve willbe installed on the pump system skid inside the enclosure connected to the discharge header.

Pressure DemandThe main pump starts when the mainline pressure drops below the setting of the start pressure switch.

SUCTION LINE:The minimum eize suction line shall be 3' diarneter or larger as required for a maximum of 5 feet persecond velocity flow. If a reducing fitting is required at the pump suction, an eccentric reducer shall beinstalled. Any above ground pipe at the pump system exposed to sunlight shall be schedule 40galvanized steel with galvanized roll groove fittings. Suction pipe and fittings shall be HOPE DR17 heatfused (PVC is not acceptable).No-flow Retirement

The pump shuts off if water stops flowing for 15 seconds. PROJECT NO. 2017-24

DRAWN BY KMD

DESIGNED BY KMD

Loss of Prime ProtectionIf the system pressure remains below the start pressure. and there is no flow of water through the systemduring pump operation for 45 seconds, the pump will shut off and the 'Loss of Prime' indicator will display.The system will rernain off until 'Reset'.

Well Source: The pump suction line shall run from the pump to the customer supplied well tee with hotdipped galvanized or high density polyethylene HOPE piping. Swing check valve placed at the '0011 100,

SCALE:

N.T.S.

Thermal ProtectionIf the temperature at the pump volute exceeds 43C after at least 3 minutes of pump operation. the pumpwill shut oft and the 'Pump Overhear indicator will display. The system will remain off until 'Reset'.

DISCHARGE LINEThe discharge pipe shall be schedule 40 galvanized steel with galvanized roll groove fittings terminatingwith a 30' length schedule 40 PVC nipple with chamfered end for tie-in to the irrigation main. The steel90 filling shall be thrust blocked so no movement of the fitting will occur. DATE :

MAY 2017

INJECTION SYSTEM:An adjustable rate positive displacement 00.0 shall be located on or adjacent to the tank connected tothe pump System control panel and discharge pipe. The pump will have a pumping capacity 01610 30gallons per day at up to 80 psi. The pump motor will be thermally protected and will stop pumping if thesystem backpressure exceeds the pump capacity. The supply pipe shall be connected to the tank with a

DWG. NO.

SHT_ NO. of

REVISIONS

CELL

CITY OF PORT ST LUCIE

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