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Cover Image: Point cloud created using Trimble TX5 scanner. Over 160 million points were captured from 13 scan locations around the north half of the Snohomish County campus. Leica Cyclone software was used to process the data and create the point cloud.

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CADD STANDARDS, rev. 21.0 ENGINEERING SERVICES

SNOHOMISH COUNTY PUBLIC WORKS

Snohomish County Public Works, Engineering Services Division, Is currently using AutoCAD 2021 & Civil 3D 2021 for

civil design, survey and drafting tasks.

TABLE OF CONTENTS

CADD STANDARDS REVISION HISTORY ....................................................... 3

DRAWING NAME CONVENTION ..................................................................... 4

SHEET NAMING CONVENTION AND SEQUENCE GUIDELINES ...................... 5

DRAWING STANDARDS ................................................................................. 6

PLOTTING STANDARDS/AMMS/S.U.E. LAYERS & IN HOUSE PROCESS ........ 8

APWA & DETAIL LAYERING GUIDELINES ..................................................... 9

LAYER NAMING CONVENTION IN CIVIL 3D ................................................ 14

ACAD PEN/COLOR/LAYER STANDARDS FOR TEXT ..................................... 16

COMMON ENGINEERING ABBREVIATIONS ................................................. 17

SURVEY DATA RECORDER CODES…………………………………………………. 24

APPENDICES APPENDIX A - SNOHOMISH CO/APWA: SYMBOL/LAYER/LINETYPE CADD STANDARDS APPENDIX B - BRIDGE SECTION CADD STANDARDS APPENDIX C - RIGHT OF WAY PLANS APPENDIX D - STORM DRAINAGE ON PLANS APPENDIX E - ADA - MAXIMUM EXTENT FEASIBLE DOCUMENTATION (MEF) APPENDIX F - RECORD DRAWINGS

CADD STANDARDS PACKAGE, rev. 21.0 ENGINEERING SERVICES


T:\CAD Standards\11_Manuals Forms & Guides\CAD Standards\SnoCo_CADD_Standards_v21.pdf 3

CADD STANDARDS REVISION HISTORY

PREFACE

Version 21 of the Snohomish County Public Works CADD Standards is a continuing update of the Standards implementing new styles, layering, and procedures as they are developed in Civil 3D. Changes are detailed in the version history below. We are moving on to Autodesk 2021 products this year, and have made additions and changes to styles in the SnoCo2018.dwt. This revision is the result of many hours of discussion and consensus process by the Snohomish County Engineering Services CADD Standards Team, with significant sponsorship from Engineering Services. These standards are intended for use by our shop and our consultants. We welcome comments and questions.

21.0, during 2018-2021

Primitive Files: SCAP is standalone dwg Revised Appendix A.8 Scale bar Revised Appendix A.12 Symbols Revised Appendix C Right-of-Way Depiction

18.0, during 2015-2018 Plotting Standards pg 7

o Using STB for plotting Revised titleblock Titleblock set up for use with sheet sets Appendix E now ADA/MEF documentation Appendix D revised File naming conventions revised pg. 5 Drawing standards pg. 6 Layering Standards

o Preliminary layers added for right of way lines o S.U.E. layers added

Wetland flag code changed to WLF RRFB symbols added pg. A.10

15.0, during 2014-2015 Added and edited Easement linetypes Added to APWA layering for AMMS data Edited Plotting/Printing standards Revised Plan Sequence Revised note regarding Primitives




DRAWING NAME CONVENTION

* Our drawing structure consists of Primitives and Finals.

* Primitives are AutoCAD base drawings created either in survey or design.

* Primitive drawings will be used to create the drawings that we call Finals.

* Finals will be AutoCAD drawings that xref in the appropriate Primitives and will only contain text and data that pertain to that specific plan.

* Final drawing names will use the UPI#-2 letter character sheet type shown on page 5.

PRIMITIVE FILES Survey Primitive drawing files will use the 4 digit survey number plus the primitive name. Example: 3623-EROW Design Primitive drawing files will use 6 digit UPI number plus the primitive name. Example: 21-0001-PCHN Survey Primitives: Primitive Name Description AERL Aerial Photos EGIS GIS Parcel Lines EROW Existing Right of Way TOPO Existing Topography

Design Primitives: Primitive Name Description PCHN Proposed Channelization, can include curb, gutter,

sidewalk and daylight line work PDRN Drainage (as determined by project team) PROW Proposed Right of Way PSIG Proposed Signal DBASE Proposed corridor-alignments-profiles UTIL Utility as built information

HOW/WHEN IS A UPI ASSIGNED? The concept of a UPI (Unique Project Identifier) is to provide one number that does not change for a project. The Project management coordination assistant will be the person who will be deciding if a body of work fits into an existing UPI or if it is necessary to assign it a new UPI. Example: UPI Year (2022, 2021…) UPI # (22-0001, 22-0002…,21-0001…)




FILE NAMING CONVENTION AND SEQUENCE GUIDELINES The list below gives the preferred sequence and sheet type designation of the drawings that make up a Snohomish County final PLAN set. Use the UPI number as the first seven characters, then use a dash and a two letter callout that defines the sheet type. (For example, 21-0022-CV would be the cover sheet for the project number 22 created in 2021.) 2 CHARACTER SHEET TYPE LIST: CIVIL/STRUCTURAL PLAN SET

CV = COVER SHEET (w/Vicinity Map & Index)

LA = LEGEND AND ABBREVIATIONS TS = TYPICAL ROADWAY SECTION

CS = CONSTRUCTION SEQUENCE (IF REQ'D)

CP = SURVEY CONTROL AND ALIGNMENT PLAN ST = STAGE CONSTRUCTION PLAN RP = ROADWAY PREPARATION PLAN UT = UTILITY PLAN

EC = TEMPORARY EROSION AND SEDIMENTATION CONTROL

SN = STRUCTURE NOTES CN = CONSTRUCTION NOTES (on Plan if Possible) PL = PLAN (ONLY)

PP = PLAN AND PROFILE PR = PROFILE (ONLY) CU = CULVERT PROFILES (Stream crossing) DD = DRAINAGE DETAILS SF = STORMWATER FACILITIES LS = LANDSCAPING (pond) MP = MITIGATION PV = PAVING PLAN

DT = DETAILS DS = DRIVEWAY SCHEDULE

(DETAILS) WD = WALL DETAILS IL = ILLUMINATION

SP = SIGNAL PLAN

CH = CHANNELIZATION PLAN MB = MAILBOX RELOCATION PLAN

CD = CHANNELIZATION DETAILS BP = BRIDGE PLAN AND ELEVATION FL = FOOTING / FOUNDATION LAYOUT AB = ABUTMENT PD = PIER DETAILS

FP = FRAMING PLAN BR = BRIDGE SECTION (IF REQ’D.)

GD = GIRDER DETAILS DP = DIAPHRAM DETAILS (IF REQ'D) SR = SLAB REINFORCEMENT EJ = EXPANSION JOINTS RD = RAIL / BARRIER DETAILS AS = APPROACH SLAB UH = UTILITY HANGER DETAILS (IF

REQ'D) BL = BAR LIST TC = TRAFFIC CONTROL PLAN DR = DETOUR ROUTE

RIGHT-OF-WAY PLAN SET

SS = SECTION SUBDIVISION TP = TOTAL PARCEL RW = RIGHT OF WAY

MISCELLANEOUS DRAWINGS EX = EXHIBIT VC = VICINITY MAP XS = CROSS SECTION RC = REPORT COVER US = UTILITY CROSS SECTIONS (laterals) GP = GRADING PLAN (for drainage review)

Sheet reference numbers within the plans will use the two letter sheet type callout followed by a 2 digit sheet number, as shown in the example below which represents sheet 23 of the Plan & Profile:




DRAWING STANDARDS

The PS&E standard 22x34” titleblock for plan sheets is SnoCo_TB.dwg. Right-of-Way plans should use titleblock SnoCo_RW_TB.dwg Channelization plans may be drawn 1”=20’, 1”=30’ or 1”=50’ scale as directed by the Project

Manager. Scale for construction plans should be 1”=20’. (unless otherwise directed by the County). Text style to be used is SNOCO-TEXT, which uses ARIAL font. SNOCO-ITALIC shall be used on all Bridge Plans, except for Covers & Titleblocks. Minimum plotted text height on 22x34 plots is 0.10”. Linetypes are located in SnoCo18.lin. Some special linetypes will also require a shape (.shx) file.

These files are contained in the Fonts folder. Please note that at Snohomish County we run stations from south to north and from west to east.

DWT and DWS Files: The Snoco2018.dwt and SnoCo2018.dws files are now being provided to assist in standards compliance. Any violations received in the standards checker should be compared against the current standards manual and corrected where applicable. The DWS file is not meant to be an exhaustive tool and there may be exceptions. Some exceptions may be acceptable, conflicts should be resolved. Construction Notes: In general any construction note shown in a plan shall have the corresponding text on the plan sheet. The text for each construction note will be represented by the same symbol/number throughout the entire plan set. If you have ten construction notes but only three are being used on a plan sheet you only need to show the text for the three notes being used even if the notes are not numbered sequentially. If a note is eliminated from the project it will be acceptable to state “Not Used” to reduce errors in renumbering construction notes. For projects with a large number of construction notes it is acceptable to put all notes on one sheet. The same general principals are to be followed with other notes used throughout the plan, these notes include (but are not limited to) General Notes, Structure Notes, Signal Notes, etc. Plan Readability: Text shall be oriented in such a way that it is readable from the bottom of the drawing. If the text is not readable from the bottom of the drawing (i.e. rotated at 90 degrees) it shall be readable from the right side of the drawing.

IMPORTANT DRAWING SETTING NOTE

We use US Survey Foot at Snohomish County Public Works. When upgrading drawing files, some versions might switch the drawing settings from US Survey Foot to International Foot. This can cause unexpected and critical errors. Be sure to check and correct any drawing file that has been upgraded to a new version. Any time you will be importing, inserting or accessing a file into your drawing or project, make sure is it also set to US Survey Foot.




Plotting Standards Public Works Engineering Services Design requires existing utilities and surface features (topographic) to be screened on all construction plans; this means plotted entities should appear half-toned or with reduced opacity/density so that proposed features plotted with “normal” characteristics “stand out” and are easily distinguished from existing features. Existing features are to be screened using the SNOCO-SCREEN-60 plot style in the stb file provided by Snohomish County. Standard Snohomish County Engineering Graphics Paper Sizes: Snohomish County will require that all plans submitted be on the appropriate paper size. Depending on the purpose/use of the drawing it will require one or more of the following sizes. Please contact the project manager to ensure you have the correct paper size for your plan submittal. Final plans and record drawings must be submitted on substrates that meet the media standards in Snohomish County EDDS, Ch. 10-05C. The following list is a guideline and the project manager may request a paper size not listed. Full-size Plan Sheet: 22”x 34” Half-size Plan Sheet: 11”x 17” Record of Survey: 18”x 24” J.A.R.P.A.: 8.5”x 11” Legal Exhibits: 8.5”x 14” or 8.5”x11” Misc.Exhibits: 8.5”x11” or 11”x17” Snohomish County will use one STB file: SNOCO.stb

AMMS Note: Asset Management Maintenance System (AMMS) is supported by GIS data collected by Snohomish County. AMMS data is used for management and maintenance of County owned roads and the structures and features inside of Snohomish County Right of Way. This data is not survey grade and project managers should obtain ground survey from a licensed land surveyor. You can request this data for your project area with Engineering Services Survey Group by submitting a survey request. Cadd standards for AMMS data have been added to the Snohomish County CADD Standards Manual.

Subsurface Utility Engineering (SUE) Layers and in house process Snohomish County follows the general guidelines set forth in the ASCE Standard Guideline for the collection and depiction of existing subsurface utility data. The ASCE guideline can be found at: http://www.dot.ga.gov/PartnerSmart/utilities/Documents/ASCE%2038-02.pdf Snohomish County has added new layering options for each SUE quality level, see page 12 for layers. Snohomish County has adopted the process below to obtain and depict SUE level D utility data in our plans.

1. Design - requests as-built drawings from all utilities within the project limits 2. Design - Inputs all the as-built information into the “UTIL” Design primitive drawing, using layer standards

set forth in pages 8-13. 3. Design – Hands over the completed utility as-built drawing to survey 4. Survey – Incorporates all utility as-built information to Survey’s topo drawing 5. Survey – Confirms compliance with the layering standards 6. Survey – Updates the utility as-built layers in the Survey topo drawing as real survey information is

obtained (paint marks, potholes, surface features such as water valves, gas valves, water meters, sewer manholes)




APWA & DETAIL LAYERING GUIDELINES Layers for details not associated with design layers should be kept to a basic three part format. The 1st part being DT-, the 2nd part xxxx- will represent the plot style of the layer it’s on, use and the 3rd part DIM, HAT, LIN, PNT, SYM, TXT, will indicate if the object is a dimension, hatch, line, point, symbol or text, etc. Examples of this might be DT-BLCK-LIN. This indicates it’s a detail layer, will plot black, and it’s a line. DT-SCRN-TXT, detail layer, plot screened, text. DT-COLR-HAT, detail layer, plot in color, hatch. For all other layers, use the APWA Layering Standards as shown below. APWA LAYERING STANDARDS (Snohomish County Modifications) APWA Layers are divided into four parts. (E.G. SV-CTRL-EXST-PNT) Use existing APWA layers when possible. If you must to create a new layer, follow this pattern: FIRST PART: BR- BRIDGE DS- DESIGN FO- FIBER OPTIC GE- GEO-TECHNICAL GS- GAS OL- OIL PO- POWER RE- REFERENCE ITEMS RV- REVEGETATION SD- STORM DRAINAGE SF- SURFACE FEATURES SS- SANITARY SEWER ST STEAM SV- SURVEY TB- TITLE BLOCK TE- TERRAIN (Primarily DTM Use) TF- TRAFFIC TL- TELEPHONE TV- CABLE TELEVISION UT- MULTI-UTILITY WA- WATER

SECOND PART: Objects under GE- (GEO-TECHNICAL) BORE SOIL BORING SOIL SOIL LOG TPIT TEST PIT WELL TEST WELL




Objects under RE- (REFERENCE) DATM DATUM TEXT + SYMBOL GRID PROFILE GRID NORA NORTH ARROW PLOT PLOT_RTEXT SAVE LAST SAVED SCAL SCALE SECT SECTION TEXT STMP PROFESSIONAL STAMP NOTE SURVEY NOTE (CGF/RECORD DRAWING)

Objects under SV- (SURVEY) BSLN BASELINE CHST CHECK SHOT CNTL CENTERLINE CNST CONSTRUCTION CTRL CONTROL CITY CORPORATE LIMIT/BOUNDARY CNTY COUNTY DLCM DONATION LAND CLAIM ESMT EASEMENT GPS SNOCO PRIMARY GPS POINT INTX INTERSECTION EQUATION LIMT PROJECT LIMITS LOTN LOT NUMBER LROW LIMITED ACCESS RIGHT-OF-WAY MTCH SHEET MATCH LINE MEAN MEANDER NGPA NATURAL GROWTH PROTECTION AREA OWNR OWNERSHIP TIE PARK PARK/RESERVATION/FOREST PRCL PARCEL PROP PROPERTY QSCT QUARTER-SECTION RANG RANGE ROFW RIGHT-OF-WAY RWCL RIGHT-OF-WAY CENTERLINE SECT SECTION SNET SUPER-NET GPS POINTS 16TH SIXTEENTH-SECTION 64TH SIXTY-FOURTH SECTION SNET SUPER NET GPS POINT STAT STATE SUBD SUBDIVISION THWG THALWAG LINE TRAV TRAVERSE TWNS TOWNSHIP




Objects under TE- (TERRAIN/DTM) BREK BREAK POINT CONC CONCRETE SHOT (Interior) CONT CONTOURS GRND GROUND SHOT LIDR LIDAR GROUND SHOT PVMT PAVEMENT SHOT (Interior) PROF CROWN SHOT SHLD SHOULDER EDGE TOES TOE SHOT TOPS TOP OF GRADE SHOT

Objects under DS-(DESIGN) CNST CONSTRUCTION CUTL CUT LINE ESMT EASEMENT FILL FILL LINE INTX INTERSECTION EQUATION LIMT PROJECT LIMITS MTCH SHEET MATCH LINE NOTE NOTES PARN PARCEL NUMBER QUAN QUANTITIES ROFW RIGHT-OF-WAY SAWC SAWCUT STRC STRUCTURE TITL TITLES

Objects under GS, OL, PO, SD, SS, ST, TL, TV, UT and WA- (UTILITIES) ALIN AERIAL LINE BLIN BURIED LINE CULV CULVERT FHYD FIRE HYDRANT FITT FITTING GLIN GRAVITY LINE IRCB IRRAGATION CONTROL BOX PLIN PRESSURE LINE MARK MARKER METR METER SERV SERVICE STCR STRUCTURE VALV VALVE

Objects under SF- (SURFACE FEATURES) BLDG BUILDING BLDR BOULDER BOLA BOLLARD




Objects under SF- (SURFACE FEATURES) CONT…

BRDG BRIDGE BUSS BUS STOP CONC CONCRETE CREK CREEK EDGE CURB CONCRETE CURB DECK DECK DFLD DRAINFIELD DIRT DIRT ROAD DOCK DOCK DTCH DITCH DTC2 DITCH (for flowline with direction arrows) EAVE EAVE LINE EMBT EMBANKMENT ERSC EROSION CONTROL FENC FENCE FILR FILLER PIPE GRAV GRAVEL GURD GUARDRAIL GUTR GUTTER JERB JERSEY BARRIER LAKE LAKE/POND LITE YARD LIGHT MAIL MAILBOX OVHG OVERHANG PVMT EDGE PAVEMENT PIER PIER PILE PILING PLTR PLANTER RAMP CURB RAMP RIPR RIPRAP RIVR RIVER/SHORELINE RLRD RAILROAD ROCK ROCKERY SDWK SIDEWALK SHOR SHORELINE SIGN SIGN STAR STAIR SWMP SWAMP TKNF TANK FILLER PIPE TRAL TRAIL/PATH TRLR TRAILER VEGE VEGETATION WALL RETAINING WALL WELL WELL




Objects under SF- (SURFACE FEATURES) CONT…

WETL WETLAND XCRB EXTRUDED CURB

Objects under TF- (TRAFFIC) CHAN CHANNELIZATION SIGL SIGNALIZATION SIGN TRAFFIC SIGN

THIRD PART: AMMS ASSET MANAGEMENT MAINTANENCE SYSTEM EXST EXISTING LIDR LIDAR DATA NOTE NOTES PROP PROPOSED SUEA S.U.E QUALITY LEVEL A SUEB S.U.E QUALITY LEVEL B SUEC S.U.E QUALITY LEVEL C SUED S.U.E QUALITY LEVEL D RECD RECORD DRAWING SCAN POINT CLOUD DATA

Contours: DEPR DEPRESSION EXMJ EXISTING MAJOR EXMR EXISTING MINOR OBMJ OBSCURED MAJOR OBMN OBSCURED MINOR PRMJ PROPOSED MAJOR PRMN PROPOSED MINOR

Survey: FOUN FOUND CALC CALCULATED/THEORETICAL HIST HISTORICAL LINE/OBJECT PLOT LINES FOR PLOTTING PURPOSES ONLY PRLM UNRESOLVED, INFORMATIONAL ONLY RECD RECORD DRAWING RMVD OBJECT REMOVED (For archival use) TEMP TEMPORARY (For temporary construction easement only)

FOURTH PART: DIM DIMENSION HAT HATCH LBL LABEL (for use with Style Labels) LIN LINETYPE




PNT POINT SYM SYMBOL TXT TEXT

Objects under -AMMS- (Asset Management Maintenance System) ADA ADA FEATURE BAR JERSEY BARRIER BKL BIKE LANE CAB CABINETS CRB CURBING CTV CCTV DCP DRAINAGE CATCH BASIN DET DETECTION DNW DRAINAGE NETWORK DPT DRAIN POINT DXS CROSS SECTION EOP EDGE OF PAVEMENT GRD GUARDRAIL HDS HEADS LUM LUMINAIRE LUP LUMINAIRE POLES PLT PLANTERS PML PAVEMENT MARKING LINE PMP PAVEMENT MARKING POINTS PSB PUSHBUTTONS SGN SIGN PLATES SGP SIGN POSTS SHD SHOULDERS SPL SIGNAL POLES SPP SPOT POSTS SWK SIDEWALK TCD TRAFFIC CALMING UTC UTILITY COVERS




LAYER NAMING CONVENTION IN CIVIL 3D

FOR TERRAIN SURFACES, ALIGNMENTS, PROFILES & CROSS-SECTIONS 1. Terrain

A. Surface Naming Convention Surfaces created in Civil 3D shall be named using the following format: 2-Letter Prefix – Abbreviated Project Name – Ground Type

1) 2-Letter Prefixes a. SV- for Survey group generated surfaces b. DS- for Design group generated surfaces c. SW- for Surface Water group generated surfaces

2) Abbreviated Project Name Please use something short but understandable, for example, the street name, feature name (parcel 3-005, pond, rain garden, topo, etc.).

3) Ground Type a. EG – Existing Ground b. FG – Future (design) Ground Example: SV-212 Pond-EG

B. Surface Layers Naming Convention

Surface layers will be controlled by the settings in the current drawing template file. Example: _Surface-SV-212 Pond-EG

C. Surface Descriptions should contain the following information:

1) Project Name & Name of County or Consultant Who Provided Field Work 2) Initials of Technician Who Created Surface 3) Date Surface Was Created in Month-Day-Year format

Example: 212th St. SW Existing Pond Topo by SnoCo; SJT; 09-21-17 2. Alignments

A. Alignment Naming Convention Road alignments created in Civil 3D shall be named using the following format:

2-Letter Prefix – Abbreviated Project Name – Alignment Type 1) 2-Letter Prefixes

a. SV- for Survey group generated alignments b. DS- for Design group generated alignments c. SW- for Surface Water group generated alignments

2) Abbreviated Project Name: Please use a shortened but understandable street name. 3) Alignment Type:

c. RWCL – Existing Right-of-Way Centerline d. CCL – Construction (Design) Centerline Example: SV-212 ST SW-RWCL

B. Alignment Layers Naming Convention:

Alignment layers will be controlled by the settings in the current drawing template file. Example: _Alignment-SV-212 ST SW-RWCL Example: _Alignment-DS-212 ST SW-CCL

C. Alignment Descriptions Alignment Descriptions should contain the following information:

1) Street Name & Project Limits 2) Type of Alignment

a.) Right-of-Way Centerline b.) Construction Centerline




3) Initials of Technician Who Created Alignment 4) Date Alignment Was Created in Month-Day-Year format

Example: 212th St. SW Right-of-Way CL from Bev-Park Dr. to Airport Way; SJT; 09-21-17 3. Profiles (profile line only)

A. Profile Naming Convention Existing and Finished (Proposed) Profiles created in Civil 3D shall be named using the following format:

2-Letter Prefix – Abbreviated Parent Alignment Name – Profile Type 1) 2-Letter Prefixes:

a. SV- for Survey group generated profiles b. DS- for Design group generated profiles c. SW- for Surface Water group generated profiles

2) Abbreviated Project Name: Please use a shortened but understandable street name.

3) Profile Type: Add –EG for existing ground and –FG for finished ground. Example: _Profile-SV-212TH ST SW-RWCL-EG

Example: _Profile-DS-212TH ST SW-RWCL-FG

B. Profile Layers Naming Convention Profile layers will be controlled by the settings in the current drawing template file.

4. Profile View (profile grid and profile bands)

A. Profile View Naming Convention Existing and Finished (Proposed) Profiles Views created in Civil 3D shall be named using the following format:

2-Letter Prefix – Abbreviated Parent Alignment Name 1) 2-Letter Prefixes

a. SV- for Survey group generated profiles b. DS- for Design group generated profiles c. SW- for Surface Water group generated profiles

2) Abbreviated Project Name Please use shortened but understandable street name

B. Profile View Layers Naming Convention

Profile View layers will be controlled by the drawing settings in the current drawing template file.

4. Cross Section Views

A. Cross Section View Naming Convention Cross Section Views created in Civil 3D shall be named using the following format: 2-Letter Prefix – Section View Station – Parent Alignment Name

1) Section View Station:

Add this property field in the Naming Template for section view names. (top left corner in create section view dialog box)

B. Section View Layers Naming Convention: Section View layers will be controlled by the drawing settings in the current drawing template file.

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21




COMMON ENGINEERING ABBREVIATIONS -A- area A abutment top ABT abutment bottom ABB access ACC acre AC adjust ADJ ahead AHD aluminum AL and & angle point AP asbestos cement pipe ACP asphalt ASPH asphalt concrete AC asphalt concrete pavement ACP asphalt edge AE asphalt treated base ATB avenue AVE azimuth AZ -B- back BK backsight BS back of ditch BK DIT bank BNK barbed wire BW baseline B/L bearing BRG beginning of curve BOC begin vertical curve BVC beginning of project BOP bench mark BM bituminous surface treatment BST blow off BO bottom BOT boulder BLDR boulevard BLVD break BRK brush BR building BLDG -C- catch basin CB cast iron pipe CIP center CTR centerline C/L center to center C TO C center of curve CC cement treated base CTB chain CH channel CHAN




circle CIR chord C compression, compressive COMP concrete CONC concrete curb CONC CURB concrete pavement CONC PVMT conduit COND connect CONN continued CON'T copper tack CT corner COR corrugated steel pipe CSP corrugated metal pipe CMP county CO creek CRK cross section X-SECT crossing X-ING culvert CULV curb face CF curb inlet CB INLET curb return CR cubic feet per second CFS cubic CU -D- deflection DEF degree DEG degree of curve D delta △ diameter DIA difference DIFF distance DIST distance meter DM ditch DIT ditch, bottom BDIT ditch, top TDIT down DW Drive DR driveway D/W OR DWY -E- East E eaveline EVLN edge of black top EBT end of horz curve PT end of vert curve EVC estimate EST excavation EXC existing EXIST/EX edge of travel lane EDGE OF TRAVEL LANE edge of pavement EOP elevation ELEV/EL




-F- fence FNC feet, square SQ FT feet, cubic CU FT finish grade FG finish floor FF fire hydrant HYD OR FH flowline F/L foot FT footing FTG footing, concrete CFTG fogline FLN foresight FS found FD foundation FND freeway FWY front FR -G- galvanized GALV galvanized steel pipe GSP gas line GLN gas line marker GLM gas meter GM gas valve GV grade GR grade break BRK grate elevation GE gravel GRAV ground GRD guard post PST guardrail GR gutter, conc GUT guy anchor ANC guy pole GP -H- hedge HDG height of instrument HI height of prism HP high water mark HWM highway HWY horizontal HORZ horizontal distance HD hydrant HYD -I- invert IE iron pipe IP island, traffic ISL inside diameter ID inch IN inch, square SQ IN




inch, cubic CU IN inlet INL instrument INST interior INTR intersection INTX J- junction box JBOX -L- landscaping LDS land surveyor PLS lane stripe LS left LT length of curve L lineal feet LF lump sum LS light control box LCB loop detector LD luminaire LUM -M- mailbox MB major MAJ magnetic MAG manhole MH material MATL maximum MAX meander corner MC measure MEAS mechanical joint MJ middle or midway MID midordinate MO midpoint MDPT minimum MIN miscellaneous MISC monument MON monument in case MIC monument, surface SMON -N- natural NAT negative NEG not a part of NAP North N not in contract NIC not to scale NTS number NO -O- on center OC ordinary high water mark OHWM original ORIG




outside diameter OD overhead OVHD -P- pavement PVMT parkway PKWY pedestal PED Place PL plan view PV planter PL point PT point of beginning POB point of compound curve PCC point of curvature PC point of intersection PI point of reverse curve PRC point of tangency PT point on horz curve POC point on line POL point on semi-tangent POST point on tangent POT point on vertical curve POVC polyvinyl chloride PVC pounds per square foot PSF pounds per square inch PSI power PWR powerline, underground UNP powerline, overhead OHP power pole PP power vault PV property line PROP LN proposed PROP -R- radius/radial R railroad R/R railroad centerline RR Range RGE rebar REB record REC reference REF reinforced concrete pipe RCP remove REM replace REPL retaining wall, bottom RWB retaining wall, top RWT ridge top RDG rip rap RIP right RT Right of Way R/W road RD rockery ROC




-S- sanitary sewer line SLN sanitary sewer manhole SSMH Section SEC service pole SVP sidewalk S/W sidewalk edge ESW side sewer SS sign post SP shoulder SHLD shrub SHR slope SL Snohomish County SNO CO soil boring BOR south S specifications SPEC spike SPK stairs STR stake STK standard STD station STA steel STL stream STR storm drain manhole SDMH stop bar SB street ST subgrade SG superelevation E system SYS -T- tack TK tangent T OR TAN telephone TEL telephone cable marker TCM telephone cable riser TCR telephone line, underground UNT telephone line, overhead TLN telephone pole TP telephone vault TELV temporary TEMP temporary bench mark TBM thru arrow TA toe TOE township T OR TWN traffic signal TS traffic signal vault TSV trail TRL transition TRANS tree, deciduous TRD turn arrow, left TL turn arrow, right TR




two-way left turn arrow TWL typical TYP -U- underground UGND utility UT -V- vacant VAC valve V vegetation line VL vertical curve VC vertical pt of int VPI -W- water line WLN water meter WM water valve WV water valve marker WVM water’s edge (lake etc.) WE West W wetland edge WLE Willamette Meridian WM wing wall, bottom WWB wing wall, top WWT with W/ without W/O -Y- yard YD yard light YL




SURVEY ALUMINUM DISK AD PNT#/FBK# BENCHMARK BM “ BRASS DISK BD “ CHECK SHOT CS “ CHISELED SQUARE SQ “ HARD NAIL HNL “ HARD NAIL/WITH TAG HNT “ HUB & TACK HTK “ HUB & LATH HULA “ IRON PIPE IP “ LEAD & TACK LTK “ MAG NAIL MAG “ MONUMENT, CONC. MON “ MONUMENT, IN CASE MIC “ PK NAIL PK “ REBAR REB “ SNOHOMISH CO. REBAR SCBAR “ SPIKE, BRIDGE/RAILROAD SPK “ SCRIBED “X” SX “ STONE STN “

DRAINAGE FEATURES BOX CULVERT EDGE (AT IE) BX CATCH BASIN TYPE 1 CBI CATCH BASIN TYPE 2 (CTR LID) CBII CATCH BASIN WITH COVER CCB CMP CMP CONCRETE PIPE (AT IE) CCP CREEK EDGE CRK DITCH BOTTOM DIT DRAIN FIELD DFLD DUCTILE IRON PIPE DIP GUTTER LINE OF C&G GUT HIGH WATER HWM PIPE ARCH (AT IE) (SIZE?) PA PLASTIC PIPE (AT IE) PLP THALWEG (CHAN.BTM.) THW WATER’S EDGE (POND,CREEK) WE WETLAND EDGE WLE WETLAND FLAG WLF YARD DRAIN YDR

SURFACE FEATURES ASBUILT ASB ABUTMENT TOP/BOTTOM ABT/ABB ASPHALT EDGE EP ASPHALT SHOT (INTERIOR) AC BOLLARD BOL BEARING TREE BTR BOULDER (CENTER) BLDR BRIDGE EDGE BRG BUILDING CORNER BLDG CONCRETE SHOT CONC CROWN SHOT (PROFILE) CRN CURB CUT CCT CURB, EXTR. (AT FLOWLN) XC CURB(C&G), TOP BACK TBC CURB(C&G), TOP FACE TFC DECK POINT DEK DIRT ROAD EDGE DRT DOCK CORNER DOK

SURFACE FEATURES, (Cont’d) EAVE LINE EVL EDGE OF CONCRETE ECC EDGE OF TRAVEL LANE ETL FENCE AT BREAK GFNC FENCE A.P./CORNER FNC FOOTING, CONC CORNER FTG FOUNDATION, CONC FDTN GATE POST PST GRAVEL EDGE EGR GRAVEL SHOT GRAV GUARD POST (CONC) CPST GUARD POST (STEEL) SPST GUARDRAIL GRL GUTTER LINE OF C&G GUT HEDGE HDG LANDSCAPE TIMBER LST LOG LOG MAILBOX/MAILBOXES END MBX/MBE NO CODE NC PAINT MARK PTMK PIER PR PILING PIL PILLAR, BRICK PLR POST, WOODEN WPST PLANTER, LANDSCAPE EDGE PLT RAILROAD CENTER LINE RRD RAILROAD XING GATE RRG RAILROAD XING SIGNAL RRS RAILROAD XING SIG. CONT. BOX RRSB RETAINING WALL TOP/BOTTOM RWT/RWB RIPRAP RIP ROCKWALL TOP/BOTTOM ROCT/ROCB SHRUB SHR SIDEWALK EDGE ESW SIDEWALK JOINT ESJ SIGN POST (SPECIFY SIGNAGE) SPT SOIL BORING BOR SPRINKLER SRK STAIRS (CORNER) STR STUMP STMP TANK FILLER PIPE TFP (SPECIFY GAS, OIL, H2O, ETC) TRAILER, CORNER TRLR TRAIL C/L TRL TREE, EVERGREEN TRE TREE, DECIDUOUS TRD TREE DRIP LINE DL VEGETATION LINE OR EDGE VLN WELL/TEST WELL WEL/TW WHEEL CHAIR RAMP WCR WING WALL TOP/BOTTOM WWT/WWB YARD LIGHT YDL

TERRAIN (DTM) GRADE BREAK BRK GROUND SHOT GRD SHOULDER SHLD TOE TOE TOP TOP ALL BLUE TYPES TO BE PICKED UP GOOD FOR SURFACE ELEVATIONS




UTILITIES CABLE JUNCTION BOX CJBX CABLE TV (OVHD) CTV CABLE TV (UGND) UC CONCRETE VAULT CV FIRE HYDRANT HYD GAS LINE GLN GAS LINE MARKER GLM GAS METER GMR GAS VALVE GV GUY ANCHOR ANC GUY POLE GPL IRRIGATION CONTROL BOX ICB JUNCTION BOX JBOX JUNCTION BOX CORNER JBXC LOOP DETECTOR LD LUMINAIRE LUM PEDESTRIAN SIGNAL POLE PSP POTHOLE PTHO POWER LINE (OVHD) OHP POWER LINE (UGND) UNP POWER MANHOLE (CTR. LID) PMH POWER POLE PP POWER TRANSFORMER PAD PTP POWER VAULT PVT SANITARY SEWER CLEANOUT SSCO SANITARY SEWER LINE SLN SANITARY SEWER MH (CTR. LID) SSMH SEPTIC TANK STNK SERVICE POLE SVP SPRINKLER SRK TEL. CABLE MARKER TCM TEL. CABLE RISER TCR TEL. JCT. BOX (COR.) TJB TELEPHONE LINE (OVHD) OHT TELEPHONE LINE (UGND) UNT TELEPHONE MANHOLE (CTR LID) TMH TELEPHONE POLE TP TRAFFIC SIGNAL STANDARD TSP TRAFF. CONTROLLER BOX (COR) TCB WATER LINE WLN WATER MANHOLE (CTR. LID) WMH WATER METER (CENTER) WM WATER VALVE WVL WATER VALVE MARKER WVM

Locate Symbol at “X”

Trimble Line Codes (use a space between codes and/or point #) Start line B End Line E Close Line to First Point C Do Not Join Line IG Join to Point Number J Start Tangent Arc BC End Tangent Arc EC Start Non Tangent Arc BNC End Non Tangent Arc ENC

CHANNELIZATION

CROSSWALK (CTR. ENDS) XW FOG LINE FLN JERSEY BARRIER JZB WHITE LANE STRIPE WLS YELLOW LANE STRIPE YLS TRAFFIC ISL. EDGE (RAISED) ISL RUMBLE BARS RMBA STOP BAR (CENTER, ENDS) SB TRAFFIC BUTTON BTN

CHANNELIZATION SYMBOLS MERGE ARROW MAR THRU ARROW TAR TURN LEFT ARROW TLA TURN LEFT/STRAIGHT ARROW TLS TURN RIGHT ARROW TRA TURN RIGHT STRAIGHT ARROW TRS TWO-WAY LEFT TURN ARROWS TWL HOV LANE SYMBOL HOV

ALL BLUE TYPES TO BE PICKED UP GOOD FOR SURFACE ELEVATIONS NOTE: These codes were last updated 12/11/2017



SnoCo_CADD_Standards_v21.pdf Appendices

Appendix A

Symbol/Layer/Linetype - Design CADD Standards

Appendix B

Bridge CADD Standards

Appendix C

Right-of-Way Plans

Appendix D

Storm Drainage Examples

Appendix E

ADA – Maximum Extent Feasible (MEF) Documentation

Appendix F

Record Drawings




Appendix A

Symbol/Layer/Linetype CADD Standards

1. SEE PEN/COLOR/TEXT STANDARD FOR COLOR LINEWEIGHT DEFINITIONS.

2. LINETYPES ARE LOADED FROM THE SnoCo2018.LIN LINETYPE FILE.

3. DITCH LINETYPE FLOW DIRECTION ARROW MUST BE INSERTED AT ENDS OF DASHED LINES AS SHOWN (BLOCK NAME IS "FL").

SNOHOMISH COUNTY

EROSION CONTROL

SURFACE FEATURES/LANDSCAPING

GEO-TECH/SURFACE WATER/RECORD DWGS REFERENCESIGNALIZATION

CHANNELIZATION

SURVEY

A. 3-4

A. 6A. 7A. 8A. 9-10A.11A.12

Appendix A

LINETYPES A.14-17

SYMBOL/LAYER/LINETYPECADD STANDARDS

UTILITY A.13

4. ROMANS SHOULD BE RESIDENT IN THE DRAWING BEFORE LOADINGLINETYPES THAT CONTAINS A "SYMBOL" OR LETTER. SHAPE FILES

5. STRUCTURAL BRIDGE PLANS SHALL USE "ARIAL" ITALIC.

6. TEXT WIDTH FACTOR SHALL BE 0.9" MIN. TO 1.0" MAX. FOR ALL PS&E PLAN SETS.

BRIDGE A. 2

NOTES:

INCLUDED IN THE FONT FOLDER SHOULD BE AVAILABLE TO AUTOCAD.

CONSTRUCTION NOTES A. 5

A. 1

AutoCAD SHX Text

Rev. 1/2/181/2/18

A. 2 Bridge Symbols

XXX

XXX

E

G

XXX

XXX

XXX

XXX

SECTION, VIEW OR DETAIL DESC: SECTION, VIEW OR DETAIL TITLE INDICATORBLOCK: STILAYER: BR-STCR-PROP-SYMCOLOR: MAGENTA

DESC: MARK NUMBER BUBBLE REINFORCING STEEL INDICATORBLOCK: MNLAYER: BR-MARK-PROP-SYMCOLOR: YELLOW

DESC: EPOXY COATED REINFORCEMENT INDICATORBLOCK: ECLAYER: BR-EPXY-PROP-SYMCOLOR: YELLOW

DESC: GALVANIZED COATED INDICATORBLOCK: GCLAYER: BR-GALV-PROP-SYMCOLOR: YELLOW

DESC: CUT SECTION OR VIEW DIRECTION INDICATORBLOCK: CSILAYER: BR-INDC-PROP-SYMCOLOR: CYAN

DESC: SECTION, VIEW OR DETAIL INDICATORBLOCK: SIR (POINTING RIGHT)LAYER: BR-INDC-PROP-SYMCOLOR: CYAN

DESC: SECTION, VIEW OR DETAIL INDICATORBLOCK: SIL (POINTING LEFT)LAYER: BR-INDC-PROP-SYMCOLOR: CYAN

DESC: SECTION, VIEW OR DETAIL INDICATORBLOCK: SIU (POINTING UP)LAYER: BR-INDC-PROP-SYMCOLOR: CYAN

DESC: SECTION, VIEW OR DETAIL TITLE TEXTBLOCK: N/A (UNDERLINED TEXT STRING)LAYER: DS-TITLE-TXTCOLOR: 9

DESC: SECTION, VIEW OR DETAIL INDICATORBLOCK: SID (POINTING DOWN)LAYER: BR-INDC-PROP-SYMCOLOR: CYAN

(blocks can be found @ T:\CAD Standards\01_Blocks (Drawings)

A. 2

AutoCAD SHX Text

Rev. 1/2/18

LANE CONTROL ARROWS:

LT.RT.STR.ARROW

LEFT-RIGHT ARROW

CLRS/CLRSP

CLR/CLRP

CSA/CSAPSTRAIGHT ARROW TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYMC2W/C2WP2-WAY LEFT TURN

CLT/CLTP

CRS/CRSP

CLS/CLSP

CRT/CRTP

RIGHT-STRAIGHT ARROW

LEFT-SRAIGHT ARROW

RIGHT TURN ARROW

LEFT TURN ARROW

PROP.EXIST. DESCRIPTION BLOCK LAYERSYMBOL

(20) (CYAN)

RAISED MARKERS:

LANE MARKER TYPE II

RUMBLE BARS

CLM2/CLM2P

RMBA

CLM1/CLM1PLANE MARKERS TYPE I TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-EXST-SYM

**** - USE EXST/PROP

A. 3 Channelization Page One(blocks can be found @ T:\CAD Standards\01_Blocks (Drawings)

A. 3

AutoCAD SHX Text

Rev. 1/2/18


(20) (CYAN)

RAILROAD CROSSING

H.O.V. LANE SYMBOL

HANDICAP SYMBOL

BIKE PATH

CHOV/CHOVP

CHS/CHSP

CRR/CRRP

CB/CBP

ONLY CO/COP

SCHOOL CSC/CSCP

STOP CS/CSP

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

TF-CHAN-****-SYM

CHAN PLAN LANE MARKER CHAN_X TF-CHAN-NOTE-SYM

CHAN PLAN LANE MARKER CHAN_X1 TF-CHAN-NOTE-SYM

CHANNELIZATION PLAN LANE MARKER:


A. 4 Channelization Page Two

(LEADERS SHOW WHERE THEY WOULD BE ATTACHED WHEN USING THE SnoCo MULTILEADER STYLES)(SnoCo MULTILEADER STYLES CAN BE FOUND IN THE SnoCo2018.dwt)

X

Xx

(blocks can be found @ T:\CAD Standards\01_Blocks (Drawings)(blocks can be found @ T:\CAD Standards\01_Blocks (Drawings)

A. 4

AutoCAD SHX Text

ONLY

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

STOP

AutoCAD SHX Text

ONLY

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

STOP

AutoCAD SHX Text

Rev. 1/2/18

A. 5

DESCRIPTION BLOCK LAYERSYMBOL

A. 5 Construction Notes

DS-****-NOTE-SYM_DETAILCALLOUTDETAIL NUMBER & SHEET

CIRCLE-NOTEDETAIL NUMBER

SQUARE-NOTEDETAIL NUMBER

DB-CIRCLE-NOTEDETAIL NUMBER

DB-SQUARE-NOTEDETAIL NUMBER

DB-DIAMON-NOTEDETAIL NUMBER

DS-****-NOTE-SYMCON-NOTEDETAIL NUMBER

DS-****-NOTE-SYMCON-NOTE_2aDETAIL NUMBER

DS-****-NOTE-SYMCON-NOTE_2bDETAIL NUMBER

(LEADERS SHOW WHERE THEY WOULD BE ATTACHED WHEN USING THE SnoCo MULTILEADER STYLES)(SnoCo MULTILEADER STYLES CAN BE FOUND IN THE SnoCo2018.dwt)

DS-****-NOTE-SYM

DS-****-NOTE-SYM

DS-****-NOTE-SYM

DS-****-NOTE-SYM

DS-****-NOTE-SYM

**** - possible entries for the 2nd part of this layername can be found below the OBJECTSunder DS-(DESIGN) heading on page 10 ofthe CADD Standards Guide.

1 AA00


AutoCAD SHX Text

Rev. 1/2/18

LAYER

IP

SB

SP

EXIST. WATER

STREAM/WETLAND)

INLET PROTECTION

COMPOST FILTER

EXIST. WETLAND

SEDIMENTATION

TEMPORARY

GRAVEL FILTER

BASE COURSE

SAND BAGS (NOT IN

FILTER FABRIC

SF-WETL-EXST-HAT

EC-WATR-EXST-SYM

SF-ERSC-PROP-SYM

SF-ERSC-PROP-SYM

SF-ERSC-PROP-HAT

SF-ERSC-PROP-HAT

SF-ERSC-PROP-HAT

SF-ERSC-PROP-HAT

SF-ERSC-PROP-SYM

DOTS, 0°, 0.35

EARTH, 0°, 0.3

ANSI 31, 90°, 0.75

ANSI 31, 45°, 0.75

SWAMP, 0°, 0.3

EXWT

* HATCH PATTERN NAME, DEGREE OF ROTATION, SCALE NOTE: SCALE SHOWN IS FOR 1:1, MULTIPLY HATCH SCALE BY DRAWING SCALE.

FOR ORANGE BARRIER AND SILT FENCE LINETYPE PAGES IN THIS SECTION.

LABEL HATCH *PATTERN

(WHITE)

DESCRIPTION

SP

TAD

INLETPRO

SUBGRADE (CSBC)

CFB

GFB

BCS

SB

BLOCKSYMBOL

SF-ERSC-PROP-SYM

SF-ERSC-PROP-SYM

SF-ERSC-PROP-SYM

SF-ERSC-PROP-SYM

SF-ERSC-PROP-SYMINLETPROSYM

HATCHEXAMPLE

BCS

CFB

TAD

(DOUBLE LINE BOUNDARY)

(SINGLE LINE BOUNDARY)

SPSYM

TADSYM

CFBSYM

GFBSYM

BCSSYM

SBSYM

GFBBERM

BERM

ASPHALT DIKE

POND

(IN/OUT)

A. 6 Erosion Control

STB

STRAW WATTLE SF-ERSC-PROP-SYMSWNET3, 0°, 0.3

HIGH VISIBILITY SF-ERSC-PROP-SYMHV

SF-ERSC-PROP-SYMSTBSYMSTRAW BALE SF-ERSC-PROP-SYMSTB

SW

WETLAND NUMBER SF-WETL-EXST-SYMEXWETL

HV


A. 6

AutoCAD SHX Text

WL-1

AutoCAD SHX Text

Rev. 1/2/18

PROP.EXIST.DESCRIPTION BLOCK LAYERSYMBOL

(20) (CYAN)

A. 7 GeoTech/Surface Water/Record Drawings

GE-BORE-****-SYMSSB/SSBPSOIL BORING

TEST WELL GEWEL/GEWELP GE-WELL-****-SYM

TEST PIT GEPIT/GEPITP GE-TPIT-****-SYM


PROP.DESCRIPTION BLOCK LAYER

(CYAN)

SYMBOL

TEMPORARY DIVERSION PUMP SD-SWPP-PROP-SYMSDPMP

SDTRPTEMPORARY SEDIMENT TRAP SD-SWPP-PROP-SYM

SD-SWPP-PROP-SYMTEMPORARY COFFER DAM SCFDP

Surface Water Symbols

GeoTech Symbols

Record Drawing Blocks

THE SNOHOMISH COUNTY PUBLIC WORKS DEPARTMENTENGINEERING SERVICES DIVISION HAS PREPARED THE

FINAL RECORD DRAWINGS WITH AVAILABLE INFORMATIONAND FIELD SURVEY WORK. THE INFORMATION SHOWN ON

THESE DRAWINGS REFLECTS THE AS-CONSTRUCTED DATAAT THE TIME OF SURVEY AND SHOULD

BE FIELD VERIFIED FOR ANY FUTURE USE.

ITEMS IN THIS LOWER SECTION ARE NOT SHOWN TO SCALE. THEY HAVE BEEN REDUCED BY 25%.

LAYER:BLOCK:

SV-CNST-RECD-SYMHoiland-J_PLS_for_As-Builts

LAYER:BLOCK:

SV-CNST-RECD-SYMRecordDwg_CE-Inspector

LAYER:BLOCK:

SV-CNST-RECD-SYMRecordDwgNote

NOTE: THE COLOR FOR LAYER SV-CNST-RECD-SYM IS: PANTONE Red 032 C.

RECORD DRAWING

CONST. ENG./INSPECTOR DATE


A. 7

AutoCAD SHX Text

Rev. 1/2/18

A. 8 Reference

Last Saved By: spwjal Dec 15, 2021 - 1:58pm

-023

SECTION , T. N., R. E., W.M.00 00 0

VERTICAL DATUM: DATUM CONVERSION FOR PROJECT:NAVD 88 (-) NGVD 29 = m OR feet

NAVD 88

X.XXX X.XX

LAYER:BLOCK:

RE-SCAL-EXST-SYMDYNAMIC SCALE BAR

BLOCK:

BLOCK: LAYER: RE-DATM-EXST-SYM

LAYER: RE-NORA-EXST-SYMN_ARROW

DYNAMIC SDAT

BLOCK: RESECT COLOR: 10LAYER: RE-SECT-EXST-TXT

BLOCK: LAST SAVED COLOR: REDLAYER: RE-SAVE-EXST-SYM

LAYER: RE-DATM-EXST-SYMBLOCK: DYNAMIC CGF

BLOCK: CFVLAYER: RE-DATM-EXST-SYM

BLOCK: LAYER: RE-PRCL-EXST-SYM

PARNUM

SNOHOMISH COUNTYTRAFFIC ENGINEER

APPROVED FOR CONSTRUCTION

BYJIM BLOODGOOD, P.E.

NOTE: MANY OF THE ITEMS ON THIS PAGE ARE NOT SHOWN TO SCALE

BLOCK: LAYER: TB-COO2-JIMB-SYM

BLOODSIGN

BLOCK: LAYER: *VARIES*

CARROW

BLOCK: LAYER: RE-LOTN-EXST-SYM

GOVTLOT

THE ACCURACY OF THIS SURVEYMEETS OR EXCEEDS THE MINIMUMSTANDARDS AS REQUIRED BYWAC 332-130-090 (1:5000)

INSTRUMENTS USED:TOPCON GR3 ROVER (GPS RECEIVER)TOPCON GPT9005A (5" TOTAL STATION)

SURVEY PROCEDURESAND EQUIPMENT:

BLOCK: SNO-CO-EQUIP-USEDLAYER: RE-DATM-EXST-SYM

AND

BASED ON CONVERTING STATE PLANE COORDINATES,HORIZONTAL DATUM: PROJECT DATUM,

BY SCALING UP DRAWING AT BASE POINT 0,0 AND(WASHINGTON NORTH ZONE, NAD 83/91 ADJUSTMENT)

USING A MULTIPLICATION FACTOR OF MOVING 100,000 METERS NORTH & 100,000 METERS EAST.

COMBINED GRID FACTOR OF

TO OBTAIN STATE PLANE GRID DISTANCES FROM PROJECTDATUM DISTANCES, SHOWN, MULTIPLY BY THE PROJECT

1.0000XXXXX

0.9999XXXXX

SCALE IN US SURVEY FEET05 5 10

DATUM

NAVD 88

BLOCK: SP07-CGFLAYER: RE-DATM-EXST-SYM

HORIZONTAL DATUM:

USING A MULTIPLICATION FACTOR OF

NAD 83/2007 ADJUSTMENT STATE PLANE GRID, FOR GROUNDDISTANCES SCALE UP DRAWING AT BASE POINT 0,0 AND

1.0000XXXXX


A. 8

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

L

AutoCAD SHX Text

G

AutoCAD SHX Text

O

AutoCAD SHX Text

V

AutoCAD SHX Text

X

AutoCAD SHX Text

Rev. 1/2/18


(20) (CYAN)

A. 9 Signal Page One


TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYMTF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-SYMDIPOLE DETECTOR

QUADRAPOLE DETECTOR

JUNCTION BOXES

OPTICOM SENSOR

PEDESTRIAN SIGNALHEAD

SIGNAL CONTROLLER

STREET LIGHT ASSEMBLY

TRAFFIC SIGNAL POLELUMINAIRE

TRAFFIC SIGNAL POLE W/ TERMINAL CABINET

VEHICLE SIGNAL HEAD

TDD/TDDP

TQD/TQDP

TJB1/TJB1P

TOS/TOSP

TPSH/TPSHP

TSC/TSCP

TSLC/TSLCP

TSLA/TSLAP

TPB/TPBP

TSPL/TSPLP

TSPOL/TSPOLP

TVH/TVHP

TJB2/TJB2PTJB8/TJB8P

(TYPE I, II, 8)

TSBL/TSBLPBICYCLE DETECTOR TF-SIGL-****-SYM

(TYPE 2 LOOP)

(TYPE 1 LOOP)

ELECTRICAL SERVICECABINET

TPOL/TPOLPTRAFFIC SIGNAL POLE TF-SIGL-****-SYM

PEDESTRIAN POLEAND FOUNDATION

VIDEO DETECTION ZONE TF-DETC-****-SYMNO BLOCK(DRAW TO SCALE)


A. 9

AutoCAD SHX Text

Rev. 1/2/18


(20) (CYAN)

A. 10 Signal Page Two

BPS

1

TF-SIGL-****-TXT

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TF-SIGL-****-TXT

TWN/TWNPWIRE NOTE

TRG/TRGP R/R CROSSING GATE

POLE NOTE

R/R CROSSING SIGNAL

TPN/TPNP

TRC/TRCP

TSLU/TSLUP

TSSN/TSSNPSTREET NAME SIGN

LANE USE CONTROL SIGN

TF-SIGL-****-SYM

TF-SIGL-****-SYM

TVD/TVDPVIDEO CAMERA TF-SIGL-****-SYM

BPS/BPSPBACKUP POWER SUPPLY TF-SIGL-****-SYM

DSLP/DSLPPDECORATIVE STREET TF-SIGL-****-SYM

TSLP/TSLPPMETAL LUMINAIRE POLE TF-SIGL-****-SYM

1

TF-SIGL-****-SYMVEHICLE SIGNAL HEAD TVHA/TVHAPW/ARROW INDICATOR

BPS

1

1

(DRAW ARM TO SCALE)

(MAST ARM)

(MAST ARM) (MAST ARM)

(MAST ARM)

LIGHT POLE

TF-SIGL-****-TXTSFRFB/SFRFBPRECTANGULAR RAPIDFLASHING BEACON


A.10

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Rev. 1/2/18


A. 11 Surface Features/Landscape Page

SF-BLDR-EXST-SYMBLDRBOULDER

SF-PILE-****-SYMSFPILPILE

SF-WELL-****-SYMSFWELWELL

(EXT TO CATCH)

SFRR/SFRRP

(DRAW TO SCALE)

TREE (Deciduous)

TREE (Conifer)

SHRUB

SIGN

MAIL BOX

EMBANKMENT

RIP RAP

SFMB/SFMBP

YARD LIGHT SFL/SFLP

SFC/SFCP

SFD/SFDP

SFS/SFSP

SFSN/SFSNP

SFB/SFBP SF-EMBT-****-SYM

SF-MAIL-****-SYM

SF-RIPR-****-SYM

SF-VEGE-****-SYM

SF-SIGN-****-SYM

SF-VEGE-****-SYM

SF-VEGE-****-SYM

SF-LITE-****-SYM

(**** - USE EXST/PROP)

ROCKERY SFR/SFRP SF-ROCK-****-SYM

SF-VEGE-****-SYMSTUMPLANSTUMP

(POTABLE WATER)

RETAINING WALL ERW1/PRW1 SF-WALL-****-SYM

ROCKERY PIECE SFR-2A/SFRP-2A SF-ROCK-****-SYM

SF-PILE-****-SYMSFPSTPOST

SF-WETL-EXST-SYMW_FLAGWETLAND FLAG

UMHUNIDENTIFIED MANHOLE SF-MISC-EXST-SYM

FLAGFLAG POLE SF-MISC-EXST-SYM

(DRAW TO SCALE)


A.11

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

Rev. 1/2/18

FOUND DESCRIPTION BLOCK LAYERSYMBOL

(SET)

A. 12 Survey

PROP.

#### - USE FOUN/CALC/PROP

SV-SECT-####-SYM

SV-SECT-####-SYM

SV-SECT-####-SYM

SV-SECT-####-SYM

SV-SECT-####-SYM

SV-SECT-####-SYM

SV-CTRL-####-SYM

SV-CTRL-####-SYM

SV-CTRL-####-SYM

SV-CTRL-####-SYM

SV-CTRL-####-SYM

SV-SECT-####-SYM

SV-OWNR-CALC-SYM

SMICP/SMICPC/SMICPP

MONUMENT

SIPP/SIPPCIRON PIPE/OR OTHER MAT'L

SBM/SBMCBENCH MARK

SOT

SMC/SMCC

SCC/SCCC

SSXC/SSXCC

SQC/SQCC

SSC/SSCC

SSCT

OWNERSHIP TIE

MEANDER CORNER

CLOSING CORNER

SIXTEENTH CORNER

QUARTER CORNER

SECTION CORNER

SECTION CENTER

WITNESS CORNER SWC/SWCP

REBAR SRBP/SRBPC

SV-CTRL-####-SYMSURFACE BRASS CAP

MONUMENT IN CASE

SBCP/SBCPC

SMONP/SMONPC/SMONPP

MAG/HUB & TACK PKH/PKHC SV-CTRL-####-SYM

(SPECIFY)

N/A

N/A

N/A

SPOT ELEVATION SSE SF-CTRL-EXST-PNT

N/A

N/A

SECTION/OWNERSHIP:

(SET)FOUND

(THEO)

SYMBOLCALC'D

DESCRIPTION LAYERBLOCK

#### - USE FOUN/CALC/PROP

N/A

N/A SV-BEAR-EXST-SYM_CROWSFOOTENDCROWS FOOT _CROWSFOOTSTART


A.12

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16

AutoCAD SHX Text

MC

AutoCAD SHX Text

WC

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WC

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Rev. 1/2/18


A. 13 Utility

TL-STCR-****-SYMTJB/TJBPTELEPHONE JUNCTION BOX

STORM DRAIN CB TYPE 2

STORM DRAIN CB TYPE 1

SAN. SEWER MANHOLE

SAN. SEWER CLEAN OUT SSCO/SSCOP

SSMH/SSMHP

SDCB*/SDCBP*

SDMH*/SDMHP*

CAP/PLUG WCAP/WCAPP

GUARD POST WGP/WGPP

THRUST BLOCK WTB/WTBP

WATER METER WMET/WMETP

FIRE HYDRANT WFH2/WFH2P

WATER VALVE WGV/WGVP

GAS METER GMET/GMETP

GAS VALVE GV/GVP

TRANSFORMER, PAD MOUNTED PTRAN/PTRANP

TRANSMISSION TOWER PTWR

UTILITY POLE UP/UPP

UTILITY POLE ANCHOR UPA/UPAP

TELEPHONE RISER TELR/TELRP

UTILITY VAULT UTVAULT

WA-FITT-****-SYM

WA-FITT-****-SYM

WA-FITT-****-SYM

WA-METR-****-SYM

WA-FHYD-****-SYM

WA-VALV-****-SYM

GS-METR-****-SYM

PO-STCR-****-SYM

UT-STCR-****-SYM

TL-STCR-****-SYM

GS-VALV-****-SYM

PO-STCR-EXST-SYM

UT-STCR-****-SYM

**-STCR-****-SYM

** - USE FO/PO/TL/UT


SS-STCR-****-SYM

SS-STCR-****-SYM

SD-STCR-****-SYM

SD-STCR-****-SYM

* - USE APPROPRIATE SIZEAND ROTATE TO PROPERLOCATION.

CB TYPE 2STORM DRAIN (SIZED) SDCBII-*/SDCBII-*P SD-STCR-****-SYM

GUY POLE GP/GPP UT-STCR-****-SYM

G/P

UT

G/P

UT

ICBIRRIGATION CONTROL BOX

SRKSPRINKLER HEAD

WA-STCR-EXST-SYM

WA-STCR-EXST-SYM(shown 5x normal size)

GPMGAS PAINT MARK GS-STCR-EXST-SYM

YARD DRAIN WYD/WYDP WA-STCR-****-SYM


A.13

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ICB

AutoCAD SHX Text

Rev. 1/2/18

A. 14 Lintetypes Page One

SF-P

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T-LI

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A.14

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Rev. 1/10/18

A. 15 Linetypes Page Two

RO

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A.15

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Rev. 1/10/18




Appendix B

Bridge CADD Standards

SNOHOMISH COUNTY

Public Works

M E M O R A N D U M FROM: Tim Tipton, P.E., S.E. DATE: December 14, 2021 SUBJECT: Drafting Standards/Detailing Practice for Bridge Projects ___________________________________________________________________________________ Please continue to follow the standards outlined in Chapter 11 of the WSDOT Bridge Design Manual for all Snohomish County Bridge Plans. You can find the WSDOT Bridge Design Manual online at: http://www.wsdot.wa.gov/Publications/Manuals/M23-50.htm




Appendix C

Right-of-Way Depiction

C. 1 Right of Way on Construction Plans and Right of Way Plans

C. 2 Right of Way on Channelization Plans

C. 3 Right of Way Plan Revisions for Plans that have been Signed

C. 4 Right of Way Plan Example

C. 1

ON CONSTRUCTION AND RIGHT OF WAY PLANSHOW TO DEPICT PROPOSED AND EXISTING RIGHT OF WAY

Last Saved By: spwjal Oct 21, 2021 - 4:33pm

CONSTRUCTION PLAN

RIGHT OF WAY PLANPR

OJE

CT

LIM

ITS

PRO

JEC

T LI

MIT

SPL

AN

LIM

ITS

PLA

N L

IMIT

SLEGEND

EXIST. PROPERTY LINE PROP ROW (R/W PLAN)

CONSTRUCTION ℄ROW ℄

RIGHT OF WAYCENTERLINE

CONSTRUCTIONCENTERLINE

RIGHT OF WAYCENTERLINE

35+00 36+00 37+00

35+00 36+00 37+00

C. 1 Right of Way Depiction

EXIST ROW

C. 2

C. 2 Right of Way DepictionON CHANNELIZATION PLANSHOW TO DEPICT RIGHT OF WAY

Last Saved By: spwjal Oct 21, 2021 - 4:33pm

CHANNELIZATION PLAN

PRO

JEC

T LI

MIT

S

PRO

JEC

T LI

MIT

S

CONST ℄ (CHAN PLAN)

CONSTRUCTIONCENTERLINE

CHANNELIZATION LANE LINE

CHANNELIZATION LANE LINE

PROP EDGE OF PAVEMENT

35+00 36+00 37+00

LEGENDEXIST. PROPERTY LINE

PROP ROW (R/W PLAN)

EXIST ROW

C. 3 RIGHT OF WAY PLAN REVISIONS FOR PLANS THAT HAVE BEEN SIGNED

C. 3

Option #1: If the revision(s) is minor and does not require extensive removal or relocation of existing lines, text or symbols, add the revisions by hand to the original signed right of way plan. Be sure to add the appropriate comments in the revision history box in the title-block.

Option #2: If the revision(s) are major or a number of revisions have already been made and any future revisions will create an unreadable or cluttered plan, with Design manager approval you may use Autodesk software to recreate the plan and have the plan re-signed.

Before starting this option you need to save a copy of the original right of way drawing file with a suffix of “–Original” added to the file name. This file will be kept in the PSE folder along with the “new” revised right of way drawing. This new drawing shall follow the standard naming convention, example 09-0001-1-RW.dwg.

This plan will be created as if it is the original and not show the old line-work, symbols and text that are now out dated. All previous revisions and current revisions shall be added to this drawing file. The revision block in this drawing file shall read: THIS PLAN SUPERCEEDES ORIGINAL “DATE”.

The ownership box on original signed right of way plan shall be struck through and in large bold hand written font SUPERCEEDED “DATE” SEE ATTACHED will be added in the plan area of the title-block with a revision cloud. The revision area in the original signed right of way plan will read: THIS PLAN HAS BEEN SUPERCEEDED “DATE” SEE ATTACHED.

VICINITY MAPN.T.S.

SHEET INDEX

SHEET NAME SHEET #

COVER

TOTAL PARCEL

RIGHT OF WAY PLAN

1

3-5

2

14TH AVE W EXT TO LOCUST WAY220TH ST SW TO LOCUST WAY

RC 1497UPI# 06-0025

RIGHT OF WAY PLAN

Apr

21,

202

1 - 9

:18a

m

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ey P

roce

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ame:

CV

PROJECTAREA

REF SHEET #

CV01

RW01-RW03

TP01

EXECUTIVE

COUNTY ENGINEER

DIRECTOR OF PUBLIC WORKS

Snohomish County Officials

COUNCIL MEMBERS

SAM LOW - DIST. 5JARED MEAD - DIST. 4

STEPHANIE WRIGHT - DIST. 3MEGAN DUNN - DIST. 2

DAVE SOMERS

DOUGLAS W. McCORMICK, P.E.

KELLY SNYDER, MPA

NATE NEHRING - DIST. 1

MOTION #_______________

EXAMPLE DRAWINGTHE COVER SHEET IS A TAB THAT RESIDES IN THE "RW" DRAWING

THE VICINITY MAP WILL BE CREATED WITHIN THE "RW" DRAWING

THE FOLLOWING DRAWING'S WILL BE X-REF'EDINTO THE "RW" DRAWING

1. SN<####>-EROW.DWG -- LAYER: XREF-EROWTHIS DRAWING WILL SERVE AS THE BASE MAPFOR THE "RW" DRAWING

2. SN<####>-PROW.DWG -- LAYER: XREF-PROWTHIS DRAWING CONTAINS THE PROPOSEDRIGHT-OF-WAY LINES & AND PROPOSEDEASEMENTS

3. SN<####>-TOPO.DWG -- LAYER: XREF-TOPOSHOW ALL IMPERVIOUS SURFACES, FENCELINES & BUILDINGS

ACCORDING TO PUBLIC WORKS PROCEDURE1710 : RIGHT-OF-WAY PLAN DEVELOPMENT

THE RIGHT-OF-WAY PLAN "CADD/DRAFTINGPLAN CHECKLIST" IS LOCATED IN THE

PROJECT MANAGER HANDBOOK

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228TH ST SW

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405

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527

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5

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4TH AVE W

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224TH ST SW

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MERIDIAN AVE S

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14TH AVE W

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228TH ST SW

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9TH AVE SE

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LOCUST WAY

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FILBERT RD

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NORTH RD

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DAMSON RD

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BRIER RD

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LARCH WAY

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204TH SW

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196TH ST SW

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OLD POPLAR WAY

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LOCUST WAY

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CYPRESS WAY

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LARCH WAY

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FILBERT RD

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28TH AVE W

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POPLAR WAY

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LARCH WAY

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CYPRESS WAY

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240TH ST SE

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524

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36H AVE W

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524

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196TH ST SW

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188TH ST SW

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ATLAS RD

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LOCKWOOD RD

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BRIER RD

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215TH PL SW

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SWAMP CREEK

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SWAMP CREEK

-001

-002

-003

-004

-005

-006

-007

14TH AVE W

218T

H S

T SW

13TH PL W

215T

H P

L SW

216T

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T SW

216T

H S

T SW

215T

H P

L SW

LOCUST WAY

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L SW

LOCUST WAY

14TH PL W

212T

H P

L SW

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22

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3

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1

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22 23 24 25 2613

14

15

1617181920

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20

19

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1

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51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

41 42

43

44

4546

48

47

40

23

24

25

26

27

28 29 30

10

9

8

7

6

5

4

3

2

1

TR. 996

TR. 999

1

2

4

3

14

15

16

TR. 998

13

TR. 993

TR. 994

22

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SURVEY NOTE

THE BOUNDARY LINES SHOWNHEREON ARE PRELIMINARY,UNLESS OTHERWISE NOTED

SECTION 26, T. 27 N., R. 4 E., W.M.

BEGIN

NING

OF

PLAN

LIMIT OF PLAN

LIMIT

OF

PLAN

END OF PLAN

SURVEYOR'S NOTE

THIS PLAN DEPICTS EXISTING PUBLIC RIGHTS-OF-WAY BASED ON A FIELD SURVEYPERFORMED BY, OR UNDER THE SUPERVISION OF, THE SURVEYOR WHOSE SEAL ANDSIGNATURE APPEARS HEREON. THE SURVEYOR'S RESPONSIBILITY IS LIMITED TO ANY OFTHE FOLLOWING INFORMATION SHOWN: TIES TO EXISTING SURVEY MONUMENTS AND THEPHYSICAL DESCRIPTION OF THOSE MONUMENTS; THE GEOMETRY OF EXISTING PUBLICRIGHT-OF-WAY ALIGNMENTS AND MARGINS, AND THEIR RELATIONSHIP TO FOUNDMONUMENTS; CONVEYANCES OR EVIDENCE OF OTHER MEANS BY WHICH PUBLICRIGHTS-OF-WAY HAVE BEEN OBTAINED, BASED ON THE SURVEYOR'S OWN RESEARCH ORINFORMATION DISCLOSED IN A TITLE COMMITMENT; REFERENCES TO PLATS, MAPS,DEEDS, OR OTHER DOCUMENTS USED TO DETERMINE THE LOCATION AND EXTENT OFPUBLIC RIGHTS-OF-WAY. SOME OF THE INFORMATION USED TO CONTROL THE LOCATIONSOF EXISTING RIGHTS-OF-WAY MAY NOT BE SHOWN ON THIS PLAN. EXCLUDING PUBLICRIGHTS-OF-WAY, BOUNDARIES HAVE NOT BEEN SURVEYED UNLESS NOTED HEREON.

DATE NO. REVISION BY FUNDING NO.

SHEET NO.REFERENCE

SHEETS

OF

SHEET

PRELIMINARY

April

21,

202

1 - 9

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AM -

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FIELD BOOK(S):SURVEY NO.:

UPI NO.: FED. AID PROJ. NO.:

DESIGNED BY: DRAWN BY:

SNOHOMISH COUNTYDEPARTMENT OFPUBLIC WORKSHORZ. DATUM: VERT. DATUM:

MOTION #_______________

DATESNOHOMISH COUNTY ENGINEER

REVIEWED AND APPROVED BY:

DOUGLAS W. McCORMICK, PE

DATERIGHT-OF-WAY SUPERVISORM. JANE ANDERSON, SR/WA


6

TP01

3

RC1497 TOTAL PARCEL

4106

06-0025

DL JS

PROJECT 90% SUBMITTAL

ALL LINE WORK, EXCEPT THOSE IDENTIFIED, ON THISPAGE ARE X-REF'ED FROM THE EROW DRAWING

ALL CENTER-LINES & ALIGNMENTS ARE VP FROZENALL EASEMENTS & CALL-OUTS ARE VP FROZENALL LABELS, EXCEPT THOSE SHOWN ARE VP FROZEN

XREF'ED FROMEROW DRAWING

COPIED FROM THE EROW DRAWINGPLATTED TITLELAYER : SV-SUBD-EXST-TXT_<xxx>scSTYLE : SHADOWSIZE : 0.17LOT NUMBERSLAYER : SV-SUBD-EXST-TXT_<xxx>scSTYLE : SNOCO-TEXTSIZE : 0.10*SPECIFY TP SCALE IN LAYER NAME*THERE WILL BE TWO OF THESE LABELS - 1 FOR THE TP SHEET & 1 FOR THE DETAIL SHEETS

COPIED FROM THE EROW DRAWINGROAD NAMELAYER : SV-ROAD-EXST-TXT_<xxx>scSTYLE : SNOCO-TEXTSIZE : 0.17ROAD LOG INFORMATIONLAYER : SV-ROFW-EXST-TXT_<xxx>scSTYLE : SNOCO-TEXTSIZE : 0.10*SPECIFY TP SCALE IN LAYER NAME*THERE WILL BE TWO OF THESE LABELS - 1 FORTHE TP SHEET & 1 FOR THE DETAIL SHEETS

LIMITS LINELAYER : DS-LIMITS-LIN*PLACED IN MODEL SPACE

RESIDES IN THE RW DRAWINGBLOCK : PARNUMLAYER : RE-PRCL-EXST-SYM-<xxx>sc*SPECIFY TP SCALE IN LAYER NAME*THERE WILL BE TWO OF THESEBLOCKS - 1 FOR THE TP SHEET & 1FOR THE DETAIL SHEETS

BLOCK : N_ARROWLAYER : RE-NORA-EXST-SYM

BLOCK : DYN SCALE BARLAYER : RE-SCAL-EXST-SYM

RESIDES IN THE RW DRAWINGLAYER : SV-OWNR-EXST-LIN

LAYER : SV-NOTE-TXT

XREF'ED FROMEROW DRAWING

THE TOTAL PARCEL SHEET IS A TAB THAT RESIDES IN THE "RW" DRAWING

LIMITS TEXTLAYER : DS-LIMITS-EXST-TXTSTYLE : SNOCO-TITLESIZE : 0.24*PLACED IN PAPER SPACE

THE FOLLOWING ITEMS WILL BE COPIED OUT OF THE EROWDRAWING FOR USE IN THE RIGHT-OF-WAY DRWAING:

SUBDIVISION CALLS; LOT NUMBERS; ROAD NAMES; ROAD LOGNUMBERS; HISTORIC RIGHT-OF-WAY CALLS; LOT OWNER NAMESWITH DEED RECORDING INFORMATION & ALL EASEMENT CALLS

MOST OF THESE ITEMS WILL GET "DOUBLED", AS NOTED HEREON,TO BE REPRESENTED AT THE TWO DIFFERENT SCALES FOR THETOTAL PARCEL SHEET & THE DETAIL SHEETS

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SP 43 (2-79)

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CASTLEMOUNT

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CYPRESS HILL

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CASTLEMOUNT

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WILLOW GROVE

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ROGER'S TERRACE

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CYPRESS HEIGHTS NO. 7

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ALDERWOOD ESTATES NO. 4

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LOCUST VIEW RIDGE

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LOCUST VIEW RIDGE

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WILLOW GROVE

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SCALE IN US SURVEY FEET

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-001

-002

-003

003731.010.009.04 JEFFREY STONE

21631 LOCUST WAYLYNNWOOD, WA 98036

003731.010.009.02MICHAEL E

RADERMACHER21619 LOCUST WAY

LYNNWOOD, WA98036

40'

40'

35'

PI=8

4+01

.01

PC=8

4+74

.04

PC=9

2+03

.82

PT=8

3+33

.92

PT=8

8+87

.97

PT=95+93.37

R=650.00'

N3°00'30"E

N31°19'46"WEXISTING R/W

CENTERLINE

PROPOSED R/WCENTERLINE

84+00

85+0086+00

87+0088+00

89+0090+00 91+00

92+00 93+00

94+00 95+00

96+00

97+00

98+00

99+00

R=799.91'=29°38'55"

106

EACH OWNER OF A LOTPER THE PLAT OF WILLOW

GROVE AS TO ANUNDIVIDED 1/68TH INTEREST

35'

35'

40'

40'

40'

40'

40'

40'

26' 23'

25.5' 25.5'

25.5' 25.5'

AF#

2007

1031

5001

&20

1005

1250

05

7

8

9

10

30

2928

27

26

25

24

23

TRACT 997

11

12

13

1415

1617

18

19

20

21

22

TRACT994

TRACT 995

53

52

51

50

49

57

59

TRACT 998

TRACT 997

10' PUD EASEMENTAF# 8712055003

40' WATER

& SEWER

EASEMEN

TAF# 8712055003

25' WATER & SEWER EASEMENTAF# 8712055003

10' UTILITY EASEMENTAF# 200710315001

10' U

TILI

TY E

ASEM

ENT

AF#

2010

0512

5005

5' LANDSCAPEEASEMENT

AF# 201005125005

10' UTILITYEASEMENT

AF# 200710315001

10' UTILITYEASEMENT

AF# 200710315001

40' RIGHT-OF-WAY PER


AF# 200710315001


AF# 200710315001


AF# 8712025003


AF# 8712025003


AF# 8712025003

35' RIGHT-OF-WAY PERAF# 8712025003

216T

H S

T SW

RO

AD L

OG

#06

712

216T

H S

T SW

RO

AD L

OG

#06

714

13TH PL W

14TH AVE W

ROAD LOG #06430

220TH ST SW

RO

AD LO

G #06666

AF# 8712025003

10' PUD EASEMENTAF# 8712055003

TRACT 999

TRACT993

TRACT996

P.I./RWCL PCSTA 91+17.98

BEGINNING OF PLANN:622781.726E:1620261.837

STA 93+54.38±STA 93+53.50±

STA 93+69.23±

INTERSECTIONSTA: 97+59.00 (13TH PL SW)=

(216TH ST SW)

RESIDES IN THE RW DRAWINGLABEL TYPE : LINE LABEL

LABEL STYLE : BEARING ONLY (PROP)

SECTION 26, T. 27 N., R. 4 E., W.M.


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MOTION #_______________






5

RW01

3

RC1497 RIGHT OF WAY PLAN

4106

06-0025

DL JS


STA

84+7

4.04

MATCHLINE - STA 98+50

(PE)

LEGEND

(TE)

ASBUILT DRAINFIELD

SURVEY CONTROL POINT NUMBER

TEMPORARY EASEMENT

EXISTING EDGE OF CURBEXISTING EDGE OF GRAVEL

SECTION CORNER EXISTING

QUARTER CORNER EXISTING

PROPERTY OWNERSHIP NUMBERS

PERMANENT EASEMENT

MONUMENT FOUND (AS NOTED)

SECTION LINE

PERMANENT EASEMENT

EXISTING R/W CENTERLINE

TEMPORARY EASEMENTEXISTING EASEMENT

PRELIMINARY R/W CENTERLINE

NEW RIGHT-OF-WAY LINE

EXISTING EDGE OF PAVEMENT

OWNERSHIP/PROPERTY LINESEXISTING FENCE

EXISTING RIGHT-OF-WAY

R/W RIGHT-OF-WAY

QUARTER SECTION LINE16TH SECTION LINE

xx

SIXTEENTH CORNER EXISTING

ASBUILT SEPTIC STRUCTURE123

AM #6 PLAT OF ALDERWOOD MANOR NO. 6

EXISTING BUILDING

TREE

NEW PROPERTY ACQUISITION

(M) PROPERTY ACQUISITION REQUIRED FORMITIGATION SITE (OWNERSHIP TABLE)

HISTORIC RIGHT-OF-WAY

BEGIN

NING

OF

PLAN

RESIDES IN THE RW DRAWINGRESIDES IN PAPER SPACETABLE STYLE : OWNERSHIP ACQUISITION*BE SURE TO RETAIN ALL LABEL CELL TEXT &CELL STYLE OVERRIDES UPON INSERT

COPIED FROM THE EROW DRAWINGPLATTED TITLELAYER : SV-SUBD-EXST-TXTSTYLE : SHADOWSIZE : 0.17LOT NUMBERSLAYER : SV-SUBD-EXST-TXTSTYLE : SNOCO-TEXTSIZE : 0.10*THERE WILL BE TWO OF THESELABELS - 1 FOR THE TP SHEET & 1FOR THE DETAIL SHEETS

XREF'ED FROM TOPO DRAWINGLAYER : SF-FENC-EXST-LIN

PLOT STYLE : SNOCO-SCREEN-60

EASEMENT LINEWORKXREF'ED FROM EROW DRAWINGLAYER : SV-ESMT-EXST-LINEASEMENT TEXTCOPIED FROM EROW DRAWINGLAYER : SV-ESMT-EXST-TXTSTYLE : SNOCO-TEXTSIZE : 0.10PLOT STYLE : SNOCO-SCREEN-60

XREF'ED FROM TOPO DRAWINGLAYER : SF-BLDG-EXST-LIN


RESIDES IN THE RW DRAWINGLAYER : SV-ROFW-EXST-TXT

PLOT STYLE : SNOCO-SCREEN-60DIM STYLE : SNOCO-CIVIL-ROW-EXST

*ARROW SIZE : 0.13*TEXT SIZE : 0.10

ALL ALIGNMENTS ARE INSERTED IN THE RW DRAWINGTHROUGH THE PROJECT DATA SHORT-CUTS, ALLNECESSARY ASSOCIATED LAYERS WILL BE CREATEDLAYER NAMING CONVENTION GENERALLY FOLLOWS:LAYER : _ALIGNMENT-<ALIGNMENT NAME>LABELS NAMING CONVENTION GENERALLY FOLLOWS:LAYER : _ALIGNMENT-LABELS-<ALIGNMENT NAME>ALIGNMENT & LABEL STYLESALIGNMENT : RWCL EXISTINGMAJOR STA. LABEL : RD PARALLEL W TICKMINOR STA. LABEL : MINOR TICKGEOMETRY POS. LABEL : RD PERPENDICULAR W TICK & LINE

XREF'ED FROM TOPO DRAWINGLAYER : SF-ASPH-EXST-LIN


COPIED FROM THE EROW DRAWINGROAD NAMELAYER : SV-ROAD-EXST-TXTSTYLE : SNOCO-TEXTSIZE : 0.17ROAD LOG INFORMATIONLAYER : SV-ROFW-EXST-TXTSTYLE : SNOCO-TEXTSIZE : 0.10*THERE WILL BE TWO OF THESE LABELS - 1 FORTHE TP SHEET & 1 FOR THE DETAIL SHEETS

RESIDES IN THE RW DRAWINGLABEL TYPE : STATION OFFSET LABELLABEL STYLE : RD NORTHING EASTING

RESIDES IN THE RW DRAWINGLABEL TYPE : CURVE LABELLABEL STYLE : RD - DELTA-RAD (PROP)*USE THIS STYLE WHEN ONLY ONEPC/PT CAN BE SHOWN

RESIDES IN THE RW DRAWINGLABEL TYPE : STATION OFFSET LABEL

LABEL STYLE : RD STATION

RESIDES IN THE RW DRAWINGLAYER : SV-OWNR-EXST-TXT

TEXT SIZE : 0.10

RESIDES IN THE RW DRAWINGLAYER : SV-ROFW-EXST-TXT

SIZE: 0.10*ARROW SIZE : 0.13

RESIDES IN THE RW DRAWINGLAYER : SV-ROFW-PROP-TXT

DIM STYLE : SNOCO-CIVIL-ROW-PROP*ARROW SIZE : 0.18

*TEXT SIZE : 0.12

RESIDES IN THE RW DRAWINGLABEL TYPE : STATION OFFSET LABEL

LABEL STYLE : RD STATIONLABEL STYLE ALONG PROPERTY LINES :

RD STATION % % P

RESIDES IN RW DRAWINGBLOCK : PARNUMLAYER : RE-PRCL-EXST-SYM

RESIDES IN THE RW DRAWINGLABEL TYPE : CURVE LABEL

LABEL STYLE : RD - RADIUS ONLY (PROP)*USE THIS STYLE WHEN BOTH PC & PT

ARE SHOWN

RESIDES IN THE RW DRAWINGLAYER : SV-ROFW-PROP-TXT

*SIZE: 0.12*ARROW SIZE : 0.18

XREF'ED FROM TOPO DRAWINGLAYER : SF-CURB-EXST-LINLAYER : SF-SDWK-EXST-LINLAYER : SF-GRVL-EXST-LINPLOT STYLE : SNOCO-SCREEN-60

RESIDES IN THE RW DRAWING*RESIDES IN PAPER SPACELIMITS TEXTLAYER : DS-MATCH-TXTSTYLE : SNOCO-TITLESIZE : 0.24LIMITS LINELAYER : DS-MATCH-LIN

XREF'ED FROM PROW DRAWINGLAYER : SV-ROFW-PROP-LIN

INFORMATION CONTAINED IN THE ACQUISITION TABLEWILL BE REFERENCED INTO THE DRAWING THROUGHA DATA LINK TO A MASTER MICROSOFT EXCEL FILE.

OWNERSHIPS

ACQUISITION DOCUMENT(AUDITOR FILE NO.) PARCEL NO. NAME AREA R/W REQ'D REMAINDER PERMANENT

EASEMENTSTEMPORARYEASEMENT

EXCESSPROPERTY

001 SHARED INTREST - WILLOW GROVE LOT OWNERS 243,889 SF 1,944 SF 241,945 SF

002 JEFFREY STONE 64,128 SF 10,018 SF 54,110 SF

003 MICHAEL E. RADERMACHER 97,415 SF 8,994 SF 88,421 SF

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CASTLEMOUNT

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WILLOW GROVE

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x

-006-005

-004

003731.010.005.02DERIBAE MAMO & TUFA SHEWAYE


003731.010.005.03FRED R THOMAS


003731.010.006.00FRED R THOMAS


40'

50'

26+00

27+00

28+00

29+00

30+00 31+00

32+00

33+00 34+00

35+00

36+00

37+00

PC=28+59.07

PC=3

3+64

.66

PC=36+15.70

PT=2

6+35

.99

PT=30+37.56PT=35+67.50

98+00

99+00

100+00

101+00

102+00

103+00

104+00

105+00

N31°19'46"W

N35°46'49"E

N0°16'07"E

N40°05'05"W

R=287.99' R=288.00' R=288.01'

R=50.00' R=105.00'

R=5

0.

00 '

R=288.01'

27'

639

40'

40'

40'

40'

40'

40'

26' 23'

23' 23'

25.5' 25.5'

(TCE)

(PE)

AF#

2007

1031

5001

&20

1005

1250

05

AF#

9701

2950

01

AF#

1650

394

TRACT 999 1

2

3

4

5

6

7

8

9

10

30

16

15

14

13

12

1

8

27

26

24

25

AF# 79051102991

2

4

3

10' U

TILI

TY E

ASEM

ENT

AF#

2010

0512

5005

10' PRIVATESEWER ESMT.AF# 9701295001

20' DRAINAGEEASEMENT

AF# 9701295001

10' UTILITY EASEMENTAF# 9701295001

10' UTILITYEASEMENT

AF# 9701295001

10' UTILITYEASEMENT

AF# 9701295001

20' DRAINAGEEASEMENT

AF# 9701295001

10'

10'

10' UTILITY

EASEMENT

AF# 201005125005

60' ING

RESS, EG

RESS, &

UTILITY EASEM

ENT


PLAT OF AM #6


PLAT OF AM #6

20' RIGHT-OF-WAYPER PLAT OF AM #6


23' R

IGH

T-O

F-W

AY P

ERAF

# 97

0129

5001

20' R

IGH

T-O

F-W

AY P

ERAF

# 97

0129

5001


AF# 9701295001


AF# 9701295001


RIGHT-OF-WAY PER

VOL. 490 O.R. PG. 467

RIGHT-OF-WAY PER

VOL. 462 O.R. PG. 719RIGHT-OF-WAY PER

VOL. 468 O.R. PG. 641

RIGHT-OF-WAY PERVOL. 467 O.R. PG. 66

LOCUST WAY

LOCUST WAY

213TH PL SW

215T

H P

L SW

RO

AD L

OG

#06

710

216T

H S

T SW

13TH PL W

5' RIGHT-OF-WAYPER

AF# 200710315001

10' RIGHT-OF-WAYPER AF# 1650394

10' RIG

HT-O

F-WAY

PER AF# 1533946

RIGHT-OF-WAY PERVOL. 462 O.R. PG. 721

175' SEATTLE CITY LIGHT

TRASMISSION LINE EASEMENT

AF# 318545

TRACT 998

TRACT 999

TRACT996

20' RIG

HT-O

F-WAY

PER PLAT O

F AM #6

INTERSECTIONSTA: 33+79.70 (LOCUST WAY)=

STA: 105+94.86 (13TH PL W)

STA 102+91.52

STA 103+28.18(56.00'RT)

STA 104+75.25(62.77'RT)

STA 105+08.62

INTERSECTIONSTA: 100+00.00 (13TH PL W)=(215TH PL W)

ROAD LOG# 06713

1 2

3 4

5

MONUMENT TABLE - Locust Way

NO.

639

STATION

27+58.86

OFFSET

20.72' LT

DESCRIPTION

FOUND A CHISELED CROSS IN A 1-3/4" BRASS DISK STAMPED "ORA 38563" (FIRST 3INVERTED) IN A 4" SQUARE CONCRETE MONUMENT DOWN 0.5' IN A CASE. FB 2016 PG.31 (312). VISITED 4/6/20.

STATION OFFSET TABLEPOINT #

1

2

3

4

5

ALIGNMENT

14TH AVE W RWCL (PROP)





STATION

101+69.57±

101+59.73±

100+99.91±

101+42.51

102+28.26

OFFSET

40.00' RT

56.00' RT

153.31' RT

179.50' RT

40.00' RT

DESCRIPTION

PE COR

PE COR

TCE COR

TCE COR

TCE COR

SECTION 26, T. 27 N., R. 4 E., W.M.


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MOTION #_______________






5

RW02

4


4106

06-0025

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LIMIT

OF

PLAN -

STA 27

+00

LIMIT OF PLAN


(PE)

LEGEND

(TE)

ASBUILT DRAINFIELD


TEMPORARY EASEMENT





PERMANENT EASEMENT


SECTION LINE

PERMANENT EASEMENT








R/W RIGHT-OF-WAY


xx



AM #6 PLAT OF ALDERWOOD MANOR NO. 6TREE



EXISTING BUILDING


*IF NEEDED, THESE WILL RESIDE INTHE RIGHT-OF-WAY DRAWING AND

SHALL RESIDE IN MODEL SPACETABLE STYLE:

STATION OFF-SET TABLE

RESIDES IN THE RW DRAWINGLABEL TYPE : STATION OFFSET LABELLABEL STYLE : INTX-STA-N-E

XREF'ED FROM EROW DRAWINGRESIDES IN MODEL SPACE

POINT TABLESTYLE : SNOCO POINT TABLE

TEMP. EASEMENT LINES/CURVESLINE WORK WILL RESIDE IN THE PROW DRWAINGLAYER : SV-ESMT-PERM-LIN

TEMP. EASEMENT TEXTTEXT WILL RESIDE IN THE RIGHT-OF-DRAWINGLAYER : SV-ESMT-PERM-TXTLABEL STYLE : RD STATION OFFSETLABEL STYLE ALONG PROPERTY LINES :RD STATION % % PRD STATION % % P & OFFSET*POINT STYLE: POINT NUMBER ONLY FOR ROW TABLES*ONLY USE IF A TABLE WILL BE NEEDED DUE TO LIMITED SPACE

PERM. EASEMENT LINES/CURVESLINE WORK WILL RESIDE IN THE PROW DRWAING

LAYER : SV-ESMT-PERM-LIN

PERM. EASEMENT TEXTTEXT WILL RESIDE IN THE RIGHT-OF-DRAWING

LAYER : SV-ESMT-PERM-TXTLABEL STYLE : RD STATION OFFSET

LABEL STYLE ALONG PROPERTY LINES :RD STATION % % P

RD STATION % % P & OFFSET*POINT STYLE: POINT NUMBER ONLY FOR ROW

TABLES*ONLY USE IF A TABLE WILL BE NEEDED DUE TO

LIMITED SPACE

XREF'ED FROM TOPO DRAWINGLAYER : SS-ASBT-DRFD-EXST-LINPLOT STYLE : SNOCO-SCREEN-60

COPIED FROM THE EROW DRAWINGROAD NAME

LAYER : SV-DEED-EXST-TXTSTYLE : SNOCO-TEXT

SIZE : 0.10

RESIDES IN THE RW DRAWINGLABEL TYPE : STATION OFFSET LABELLABEL STYLE : RD STATION OFFSET

ONLY USE STATION/OFFSET TABLEWHEN FACED WITH LACK OF SPACEFOR STATION OFF-SET LABELING

OWNERSHIPS



EXCESSPROPERTY

004 FRED R. THOMAS 203,263 SF 45,208 SF 158,055 SF 2,435 SF 7,419 SF

005 FRED R. THOMAS 20,007 SF 7,154 SF 12,853 SF

006 DERIBAE MAMO & TUFA SHEWAYE 39,664 SF 1,277 SF 38,387 SF

AutoCAD SHX Text

CASTLEMOUNT

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CYPRESS HILL

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LOCUST VIEW RIDGE

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SP 43 (2-79)

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CYPRESS HILL

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xFLAGPOLE

-007

003731.011.004.00KEN R WILLIAMS

1602 213TH PL SWLYNNWOOD, WA 98036

35+00

36+00

37+00

38+00

39+00

PI=37+80.22

PC=36+15.70PT=35+67.50

PT=37+68.62

7+00 8+00 9+00

INTERSECTIONSTA: 37+28.56 (LOCUST WAY)=

STA: 10+00.00 (213TH PL SW)

N40°05'05"W

R=288.01'

S89°43'32"E

STA 6+63.93±

N9°39'45"W

R=288.01'

N9°39'45"WMITIGATION SITE (M)

25'40

'40

'

30'30'

25'

AF# 1533946

8765

43 2 1

29

28

27

26

RIG

HT-O

F-W

AY P

ER

VOL.

468

O.R

. PG

. 641



30' RIGHT-OF-WAY PER AF#1650394

LOCUST W

AY

RO

AD LO

G #90136

212TH PL SW

213TH PL SW

ROAD LOG #06880






END OF PLANN:625164.982E:1619609.365

MONUMENT TABLENO.

653

DESCRIPTION

FOUND RAILROAD SPIKE IN ASPHALT PAVING. MEASURED AT CENTER. 471/2016.VISITED 4/30/20.

SECTION 26, T. 27 N., R. 4 E., W.M.


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MOTION #_______________






5

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5


4106

06-0025

DL JS


END OF PLAN - STA 38+75


(PE)

LEGEND

(TE)

ASBUILT DRAINFIELD


TEMPORARY EASEMENT





PERMANENT EASEMENT


SECTION LINE

PERMANENT EASEMENT








R/W RIGHT-OF-WAY


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AM #6 PLAT OF ALDERWOOD MANOR NO. 6TREE



EXISTING BUILDING


AF# 1650394

N9°39'00"W 67.43'(TIE: END OF PLAN TO #653)

653

RESIDES IN THE RW DRAWINGLAYER : DS-ROWF-PROP-TXTTEXT STYLE : SNOCO-TEXTTEXT SIZE : 0.12

OWNERSHIPS



EXCESSPROPERTY

007 KEN R. WILLIAMS 115,868 SF 115,868 SF 0 SF 115,868 SF

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ALDERWOOD ESTATES NO. 4

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0

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50

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50

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100

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-XXX

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LOCUST VIEW RIDGE




Appendix D

Storm Drainage on Plans

D. 1 Drainage profiles

D. 2 Drainage profile examples

D. 3 Drainage profile labels

D.1

D. 1 DRAINAGE PROFILES

When a drainage profile is combined with a roadway profile for the purpose of constructing or modifying the road, the drainage profile shall be projected to the roadway profile. This may produce graphical pipe lengths that do not match the true length of the pipe. See Drawing D.2 for an example of a road project related profile.

When the primary purpose of the project is to construct a drainage system without modification to the roadway profile, then the drainage profile shall be drawn along the centerline of the drainage system such that graphical pipe lengths match the true length of the pipe. Existing and proposed grades shown will be along the drainage system centerline. However, station and offset information shall come from the construction centerline, which may not be the same as the drainage system centerline. When the construction centerline differs from the drainage system centerline, stationing will not be shown along the horizontal axis of the profile. See Drawing D.2 for an example of a drainage project related profile.

The horizontal scale of the drainage profile shall typically match the plan view scale. The vertical scale shall be selected to best depict the information being shown.

At locations where two or more pipes bring water to a drainage structure and one pipe carries the water away, there will have to be breaks in the profile. One profile will continue through the common drainage structure and show the water leaving the structure, while the other profile(s) will stop or start at the common structure. There will be a leader line drawn between the representations of the common drainage structure with the note “SAME CB” or similar, which is the tie between the profiles and completes each without having to draw the exit pipe a number of times. The information for the common structure will only be shown on one profile, usually the one that shows the outlet pipe.

Pipe diameters are to be drawn with proportionate scale, so a 12-inch-diameter pipe will be drawn half the size of a 24-inch-diameter pipe.

Drawing D.3 is provided to depict information as it is to be shown in the drainage profile drawings. The red text shown in the exhibit is not to be provided on the contract drawings but is provided in the exhibit to show the possible invert elevations and pipe lengths that could be calculated, for example length along invert of the pipe from inside face of structures, in relationship to what is indicated on the contract plans. This exhibit also serves as a quick reference as to what and how information is to be presented on drainage profiles.

Information to be depicted on drainage profiles is listed below. The designer is allowed flexibility where information is presented in the drainage profile to produce plans that are readable and account for unusual circumstances but the substance of the information should adhere to the guidelines below to the maximum extent feasible.

D.1

D. 1 DRAINAGE PROFILES

Drainage Profile Information

The following information is to appear on the drainage profiles:

1. Inlet and outlet invert elevations of pipes shown to the hundredth of a foot. For pipes within a catch basin or manhole, inlet and outlet invert elevations are those elevations derived from pipe slopes carried to the center of drainage structure. Certain situations may require the invert elevation to be called out at the face of the structure, such as a pipe entering or exiting a detention tank or at a detention control structure. In these cases a note shall be provided to clearly identify that the invert elevation and pipe length is given at the inside face of the drainage structure.

2. Ellipses showing location of pipes entering or exiting the structure that are not shown in the profile. Where an ellipse represents a new pipe entering the catch basin a separate profile shall be included representing that pipe. There will be a dashed line drawn between the representations of the common drainage structure, the common drainage structure (without information) will be shown with a dashed linetype, see D.2 for example.

3. Outlet treatments such as riprap, quarry spalls, and, if the ditch is other than a roadway or median ditch, ditch profiles.

4. Debris deflectors, standpipes, and headwalls.

5. The type of drainage structure (and name/number as applicable).

6. Station and offset location of the structure, rounded to the nearest hundredth of a foot. The location position should be identified in the plans. Typically location is to the center of structure. Offset location from curbs should be clarified through a detail.

7. The rim elevation of manholes, catch basins, inlets, or other drainage structures.

8. Pipe length measured as horizontal distance between connected drainage structures from center of structure to center of structure rounded to the nearest tenth of a foot. Where pipe lengths are measured at some other point other than the center of a structure, such as a pipe entering or exiting a detention tank or detention control structure, a note shall be provided in the plans to identify so. Summary of quantities shall round the pipe length to the nearest foot prior to summation.

9. The size and material type of pipe in each run.

10. The pipe slope rounded to the nearest hundredth of a percent.

11. Finished ground line above the pipe.

12. Original ground line if pipes will be placed prior to embankment construction or if original ground differs from the finished ground line.

13. Each profile shall contain the following note, “NOTE: PROFILE PIPE LENGTHS ARE HORIZONTAL DISTANCES FROM CENTER OF STRUCTURES UNLESS NOTED OTHERWISE. INVERT ELEVATIONS ARE DERIVED FROM PIPE SLOPES CARRIED TO THE CENTER OF DRAINAGE STRUCTURE.”




Appendix E

ADA – Maximum Extent Feasible (MEF) Documentation




Appendix F

Record Drawings

F. 1 Record Drawing Development - ES Policy & Procedure

F. 2 Survey Record Drawings (In-House) Process

F. 3 How to Transfer As-Designed Drawings - for Consultants

F. 4 How to Handle eTransmit Files from Consultants

F. 1 RECORD DRAWING DEVELOPMENT

F. 1

To create a record drawing plan set follow instruction in PWPRO1720.

The policy and procedure can be found on SharePoint at:

Policy:

https://snoco.sharepoint.com/teams/PW/AO/DIR/PolPro/Forms/AllItems.aspx?id=/teams/PW/AO/DIR/PolPro/PW%201720%20pol.pdf&parent=/teams/PW/AO/DIR/PolPro

Procedure:

https://snoco.sharepoint.com/teams/PW/AO/DIR/PolPro/Forms/AllItems.aspx?id=/teams/PW/AO/DIR/PolPro/PW%201720%20pro.pdf&parent=/teams/PW/AO/DIR/PolPro

F. 2 SURVEY RECORD DRAWING (IN-HOUSE) PROCESS

F. 2

Record Drawing Process: DESIGN TECHNICIAN RESPONSIBILITIES: After the final As Designed Plan set has been signed Copy PSE drawings to: S:\PW_Project_Data_Management\6-PROJECTS\_UPI Year_20XX\XX-XXXX-X\00_FINALDOCUMENTS\As Designed dwg files Open each drawing file (from As Designed dwg files folder) and promote all data references E-transmit each drawing file (from As Designed dwg files folder) This ensures that ALL X-Ref drawings and support files are included for each and every plan sheet. Save e-transmit files: Consultant location stored County’s directory (example below): S:\PW_Project_Data_Management\6-PROJECTS\_UPI Year_20XX\XX-XXXX-X\02_CADD\CONSULTANT\(CONSULTANT NAME)\ Record Drawings In House drawings (example below) S:\PW_Project_Data_Management\6-PROJECTS\_UPI Year_20XX\XX-XXXX-X\02_CADD\ Record Drawings\DESIGN

Copy AS Designed PDF Plan Set to:

S:\PW_Project_Data_Management\6-PROJECTS\_UPI Year_20XX\XX-XXXX-X\02_CADD\ Record Drawings\Design\PDF

(This may be needed/used for As-Built page(s), in the case that some of the Design Drawings have become corrupted/unusable)

Design drawings are now ready to be used for creation of Record Drawings once construction is complete.

SURVEY TECHNICIAN RESPONSIBILITIES: Extract e-trasmited files: (Record Drawings\Design folder) Do not delete the e-transmit files.

For As-Built data Record Drawing (Record after construction features): Create a New Drawing using current Snohomish County drawing template file.

Name this new drawing Survey#-RD-Date (example): 4053-RD-081315.dwg Save this drawing at (example below): S:\PW_Project_Data_Management\6-PROJECTS\_UPI Year_20XX\XX-XXXX-X\02_CADD\ Record Drawings\Survey

F. 2 SURVEY RECORD DRAWING (IN-HOUSE) PROCESS

F. 2

Import the as-built data collection points into this drawing (note: All imported points must use the Snohomish County Survey Data Recorder Codes to put the points on correct layers)

Add all line-work & labeling (using appropriate layer names and Snoco-Asbuilt plot style for all text and linework) to imported points, and create a TIN Surface with contours.

This drawing is now ready for use as an X-Ref for the Record Design sheets. Referenced use of Record Drawing:

Xref the AS-BUILT Record Drawing into Design drawing(s) as needed to add additional field survey data & construction mark-ups.

Add revisions (red lines & red text, use Snoco-Asbuilt plot style) to Design drawings as needed, (match text height).

Line-out the incorrect text (red line), and add the Record (red text) beside it.

Use Snoco-Asbuilt plot style for layers to plot out as red on Record Design Sheets.

Add record stamps to each page of Record Drawing: In each Record design drawing create layer:

SV- CNST-RECD-XRF Set this layer current and xref in the Survey#-RD-DATE.dwg drawing into the Record design drawing(s)

Add record drawing stamps as appropriate, found at: T:\Civil 3D\Blocks\Record Drawings

Plotting of Record Drawing: Plot half size check set for review

When requested by survey office supervisor plot full size (using poly-pro paper) and 1 set of CD’s or DVD’s containing the files for each Record Drawing.

F. 3 HOW TO TRANSFER AS-DESIGNED DRAWINGS FOR CONSULTANTS

F. 3

Snohomish County will need an “etransmit” file for every plan in the PSE plan set. For example if you project has a Cover, Legend, Erosion Control, Plan/Profile and Details Snohomish County will require 5 “etransmit” files for that project (this could be on one cd/dvd if it fits). When using data shortcuts project it is required to promote all references in each drawing. This command is found on the manage ribbon, data shortcuts panel in Civil 3D. This will ensure that Snohomish County can reproduce the “As-Designed” drawings as they were signed for the “Record Drawing” process. Detailed Instructions for “Etransmit” to Snohomish County:

After As-Designed drawings are signed, the PM will assign the Cadd Technician to create “etransmit” files for each plan in the plan set

Cadd Technician promotes all data references.

Cadd Technician purges all unused items, purges regapps (-purge) and audits each drawing.

Cadd Technician saves a new layer state called As-Designed. Make sure all options are checked in the Layer States Manager for the As-Designed layer state.

Cadd Technician selects etransmit from the Civil 3D pull down

Cadd Technician reviews what files are being included. (xref’s, pc3, ctb, civil 3d dependencies…) No images

need to be attached unless it was used (plotted) in the As-Designed plan set.

Cadd Technician reviews the transmittal setup (for etransmit). It should match the screen shoot below, the only variations should be in the Transmittal file folder and the folder in the path options as each shop’s networks designations will vary.

Now finish the Etransmit and repeat as necessary for each plan in the As-Designed plan set.

F. 4 HOW TO HANDLE eTRANSMIT FILES FROM CONSULTANTS

F. 4

HOW TO HANDLE eTRANSMIT FILES FROM CONSULTANTS

Save files from CD/DVD to : UPI#\ 2 CADD\2.4 consultant data\ConsultantNamePlaceHolderFolder\As-Designed Drawings (date)

Extract files and save at : UPI#\ 2 CADD\2.1 production data\drawings\As-Designed Affix a digital signature (if approved) Files will remain here until construction is complete and the Record Drawing process begins Files will be copied to : UPI #2 CADD\2.1 production data\drawings\Record Drawings Survey Technician will add in constructions mark-ups and Record survey information

Drawing tips:

Add plot setups for our plotters/printers Repair Broken Reference (if necessary) Re-route Xref’s (if necessary) Plot each sheet before adding construction mark-ups/as-built survey and verify that it matches the

As-Designed plan set

CADD Standards - Snohomish County

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