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Home My WebLink AboutP_D-RENTON STA-PERMIT-A_ALL SHEET PLANS© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_1-10.dwg TAB:S01 Date Exported: 09/22/21 - 15:44 by syiVICINITY MAPS SHEET INDEX W E N S 0 SCALE IN FEET 2,000 4,000 0 SCALE IN FEET 500 1,000 1. VICINITY MAPS AND SHEET INDEX 2. NEIGHBORHOOD MAP 3. MAPPED FLOOD PLAIN AND WETLANDS & SHORELINES 4. SITE PLAN WITH PROPOSED SWITCHGEAR BUILDING 5. GENERAL NOTES CIVIL/STRUCTURAL CONSTRUCTION NOTES 6. PROPOSED SWITCHGEAR BUILDING DETAIL 7. RENTON SWITCHGEAR FOUNDATION DETAILS 8. NEW 5 kV SWITCHGEAR PROPOSED LOCATION CIVIL SITE PLAN 9. TESC DETAILS 10. HAULING AND TRANSPORTATION ROUTES DATA SOURCE: MAPBOX OPEN STREET MAP, 2016. PROJECTION: NAD83 WASHINGTON STATE PLANES, NORTH ZONE, US FOOT. PROJECT SITE SW 23RD STREET PROJECT SITE APPLICANT/DEVELOPER: OLYMPIC PIPE LINE COMPANY LLC CONTACT INFORMATION: EDWARD SMITH 600 SW 39TH STREET SUITE 275 RENTON, WA 98057 (425) 981-2520 CONSULTING ENGINEER GEOENGINEERS 17425 NE UNION HILL ROAD, SUITE 250 REDMOND, WA 98052 (425) 861-6012 (CARLA WOODWORTH) TAX PARCEL NO: 302305 - 9084LIND AVENUE SWOWNER NAME AND ADDRESS: BP PROPERTY TAX P.O. BOX 941709 HOUSTON, TX 77094 SITE ADDRESS: 2319 LIND AVENUE SW RENTON, WA 98057 ZONING: IH-HEAVY INDUSTRIALS PROJECT DESCRIPTION: INSTALL A PRE-MANUFACTURED SWITCHGEAR ENCLOSURE ON A NEW CONCRETE PAD, WITH POWER/ELECTRICAL CONTROLS TO AND FROM THE NEW SWITCHGEAR BUILDING. Tax Parcel No. 3023059084 E VALLEY ROADHIGHWAY 167SW 27TH STREETOAKESDALE AVENUE SWLEGAL DESCRIPTION FOR TAX PARCEL 302305-9084: PARCEL A: PORTION OF NW QTR NW QTR STR 30-23-05 DAF: COMMENCING AT NW CORNER OF SAID SECTION 30 TH S00-49-06W ALONG W LINE OF SAID SECTION 180.01 FT TO INTERSECTION WITH LINE PARALLEL WITH & 180 FT SLY MEASURED AT RIGHT ANGLE TO N LINE OF SAID SECTION 30 TH S89-52-05E ALONG SAID LINE 20.00 FT TO INTERSECTION WITH LINE PARALLEL WITH & 20 FT ELY MEASURED AT RIGHT ANGLE FROM SAID W LINE OF SECTION 30 & TPOB TH S89-52-05E ALONG SAID LINE PARALLEL WITH & 180 FT SLY TO N LINE OF SEC 30 DISTANCE OF 910.93 FT TO POINT ON LINE 70 FT WLY MEASURED AT RIGHT ANGLE & PARALLEL FROM E LINE OF SAID NW QTR NW QTR SECTION 30 TH S01-35-08W ON LINE PARALLEL WITH & 70 FT WLY MEASURED AT RIGHT ANGLE TO SAID E LINE 577.01 FT TH N88-24-52W 903.22 FT TO POINT ON SAID LINE PARALLEL WITH & 20 FT ELY MEASURED AT RIGHT ANGLE TO W LINE OF SECTION 30 TH N00-49-06E ALONG SAID PARALLEL LINE 553.95 FT TO TPOB; TGW PARCEL B: COMMENCING AT SAID NW CORNER OF SECTION 30 TH S00-49-06W ALONG W LINE OF SAID SECTION 180.01 FT TO INTERSECTION WITH LINE PARALLEL WITH & 180 FT SLY MEASURED AT RIGHT ANGLE TO N LINE OF SAID SECTION 30 TH S89-52-05E ALONG SAID LINE 20.00 FT TO INTERSECTION WITH LINE PARALLEL WITH & 20 FT ELY MEASURED AT RIGHT ANGLE TO SAID W LINE OF SECTION 30 & TPOB TH S89-52-05E ALONG SAID LINE PARALLEL WITH & 180 FT SLY TO N LINE OF SEC 30 DISTANCE OF 910.93 FT TO POINT ON LINE 70 FT WLY MEASURED AT RIGHT ANGLE & PARALLEL TO E LINE OF SAID NW QTR NW QTR SECTION 30 & TPOB OF HEREIN DESCRIBED PARCEL TH CONTINUING S89-52-05E ALONG SAID LINE PARALLEL WITH & 180 FT SOUTH MEASURED AT RIGHT ANGLE TO N LINE OF SECTION 30 DISTANCE OF 30.01 FT TO POINT ON LINE 40 FT WLY MEASURED AT RIGHT ANGLE & PARALLEL TO SAID E LINE OF NW QTR NW QTR SECTION 30 TH S01-35-08W ON SAID LINE PARALLEL WITH & 40 FT WLY OF E LINE OF NW QTR NW QTR SECTION 30 DISTANCE OF 577.77 FT TH N88-24-52W 30.00 FT TH N01-35-08E ON SAID LINE PARALLEL WITH & 40 FT WLY OF SAID E LINE OF NW QTR NW QTR SECTION 30 DISTANCE OF 577.01 FT TO TPOB TCO 17-929 DATA SOURCE: AERIAL PHOTO FROM MICROSOFT BING AERIAL, 2020. NOTES: PROJECT SITE TOTAL SQUARE FOOTAGE: 529,649 SQ. FT. NEW BUILDING SQUARE FOOTAGE: 330 SQ. FT. NO NEW IMPERVIOUS. NO PROPOSED NEW PARKING SPACES. NO EXISTING VEGETATION WILL BE REMOVED. © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS SW 23RD STREET LIND AVENUE SWTax Parcel No. 3023059084 E VALLEY ROADVALLEY HIGHWAY 167SW 27TH STREETOAKESDALE AVENUE SWPROJECT SITE Tax Parcel No. 3023059086 Tax Parcel No. 1253810090Tax Parcel No. 2523049004 Tax Parcel No. 1253800120 Tax Parcel No. 1253800110 Tax Parcel No. 2193100010 Tax Parcel No.2193100090Tax Parcel No. 1253790010 Tax Parcel No.1253800080Tax Parcel No. 2193100100 Tax Parcel No. 2523049064Tax Parcel No. 2523049058 Tax Parcel No. 2523049001 Tax Parcel No. 3023059007 Tax Parcel No. 3340400285 Tax Parcel No. 1923059076 Tax Parcel No. 1923059095 Tax Parcel No. 1923059013 Tax Parcel No. 3340400425 Tax Parcel No. 3340400585 Tax Parcel No. 2423049020 Tax Parcel No. 2423049115 Tax Parcel No. 3340400006 Tax Parcel No. 1923059016 Tax Parcel No. 3023059002 Tax Parcel No. 3340404000 Tax Parcel No. 3023059083 Tax Parcel No. 3340400005 SW 19TH STREET 145 'E160' 13 5 'E E E PROPOSED SWITCHGEAR BUILDING LOCATION WORK AREA OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_2-10.dwg TAB:S02 Date Exported: 09/22/21 - 13:21 by syiNEIGHBORHOOD MAP W E N S 0 SCALE IN FEET 300 600DATA SOURCE: AERIAL PHOTO FROM MICROSOFT BING AERIAL, 2020. CITY OF RENTON, 2020, GIS DATA SHAPEFILES PARCELS. VERTICAL DATUM: NAVD 88. PROJECTION: NAD83 WASHINGTON STATE PLANES, NORTH ZONE, US FOOT. © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS SW 23RD STREET LIND AVENUE SWTax Parcel No. 3023059084 E VALLEY ROADVALLEY HIGHWAY 167SW 27TH STREETOAKESDALE AVENUE SWPROJECT SITE PANTHER CREEK SPRINGBROOK CREEK SW 19TH STREET 145' 160' 135 'E E E PROPOSED SWITCHGEAR BUILDING LOCATION WORK AREA © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS SW 23RD STREET LIND AVENUE SWTax Parcel No. 3023059084 E VALLEY ROADVALLEY HIGHWAY 167SW 27TH STREETOAKESDALE AVENUE SWPROJECT SITE PANTHER CREEK SPRINGBROOK CREEK SW 19TH STREET 145' 160' 135 'E E E PROPOSED SWITCHGEAR BUILDING LOCATION WORK AREA OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_3-10.dwg TAB:S03 Date Exported: 09/22/21 - 13:21 by syiFEMA FLOOD ZONE W E N S 0 SCALE IN FEET 400 800 APPROXIMATE LIMITS OF WETLANDS (AS PROVIDED BY THE CITY OF RENTON) CREEKS LEGEND DATA SOURCE: AERIAL PHOTO FROM MICROSOFT BING AERIAL, 2020. CITY OF RENTON, 2020, GIS DATA SHAPEFILES WETLANDS, CREEKS, SHORELINES, AND FEMA FLOOD ZONES. VERTICAL DATUM: NAVD 88. PROJECTION: NAD83 WASHINGTON STATE PLANES, NORTH ZONE, US FOOT. WETLANDS & SHORELINES W E N S 0 SCALE IN FEET 400 800 APPROXIMATE LIMITS OF SPECIAL FLOOD HAZARD AREAS (100 YEAR FLOOD) (AS PROVIDED BY THE CITY OF RENTON) CREEKS LEGEND APPROXIMATE LIMITS OF SHORELINE HIGH INTENSITY (AS PROVIDED BY THE CITY OF RENTON) APPROXIMATE LIMITS OF URBAN CONSERVANCY (AS PROVIDED BY THE CITY OF RENTON) 12"12"12"SSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDXXXXXXXXXXXXWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSXXXXXC.O. C.O.1" FUEL OIL1 1/2" WATERASPHALT PARKING WAREHOUSE BLDG.2"P12" FUEL-TOSCO12" GASO-TOSCO4"METER PROVER24 BBLW.168'-0"N.915'-0'1 1/2" WATER LINE 12' ASPHALT ROAD STRAINER HEADQUARTERS, REMOTE CONTROL CENTER & STATION CONTROL BLDG. (40' x 115') F.F. EL. 19'-0"CONCRETE SIDEWALKADMINISTRATION BUILDINGC.B. C.B. TOP OF SLOPE 6" P V C VISITORS & STAFF PARKING 4'x15'-6" CONC. PADEL. 18.32 16 ' A S P H A L T R O A D UNIT 2UNIT 3UNIT 114" 14" 2" SUB-STATION TEL. BOX C.B.CAPPEDCAPPED1" PVC SSDRAIN FIELD-4" PERF. PIPE ABANDONED SSSSSSS4" F.H. C.O.4" C.I. PIPE 1" FUEL OIL CAPPED 1" FUEL OILNOTE 2 1 1/2" WATER LIND AVE. S.W.GOVERNMENT LOT BOUNDARY SAMPLEBLDG.14'-8"x10'4'x4' CONC. PAD 20" FROM ALLEN 1 1/2" WATER12" TO SEATTLE 2"4"(TYP.)16'22'(TYP.)(TYP.)16'4" 40' x 85' F.F. EL.19'-0" ASPHALT PARKING PROTECTION CATHODIC ANODE 12" TO SEA-TAC14" TO PORTLANDCONCRETE SIDEWALK CONCRETE SIDEWALKN.798'-0"C.O. 2"J.B.C.O.8" WATER LINEWWWWW2" WATER POWER 35'x50' ASPHALT100'±6" PVC48'8" WATER LINENE CORNER OF FILL 16" FROM ALLEN FF EL.19'-0"2:1 SLOPE150' DRAINAGE CANALEASEMENTC.O. RENTON SEWER CONNECTION 1" BIBB EL.18'-9 1/4"XXXXXXXXXXXXXXXXAUTO DRAIN VALVES (TYP)ST 36" DEEP PUMPINJECTIONCONC. VALVE BOXRECEIVER DRASKID12" 12" BLDGDRA TANK/CONTAINMENTN.893'-1"14'-0"5'-0"4.000016" PROVER PIPE ABANDONED IN PLACE4"4" X X X XWWWWWWWWW2"SC.O.TIE IN 4" 6" C.O. 6"PVC C.O. TIE IN4"6" SPEARS FLANGEDPLUG GATE VALVEPOWER SUBSTATION SVE PANEL HIGH VOLT BOX EMERG. GEN CONTAINMENT WALLBARRICADESPANEL600 GALDIESEL OIL POWER SUBSTATION SUMP 2000 GAL.GATE 17'ESD-1ESD-2 ESD-3 ESD-4 FIREEXTIGUISHER FIRE EXT. TRUCK UNLOADINGCONTAINMENT AREA TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPPPPPPPPPPPPPPPPPPPPPPPPPPP2 1 2 2 2 3 23 22 21 201918171615145'160'135'PROPOSED SWITCHGEAR BUILDING LIND AVE. S.W. SEE DETAIL 15' 36' 33' 7' 200' POWER CONNECTION TO POWER SUB-STATION TO BE DETERMINED MAINTAIN SETBACK 20' FROM PROPERTY BOUNDARY EXISTING SIDEWALK, TREES, AND LANDSCAPING (TO REMAIN) ALL UTILITIES SHALL MAINTAIN 5-FEET OF SEPARATION WETL WETL WETLWETLWETLWETLWETLWETLWETLWETLWETL WETLWETLSSSXXXXXXXXXXXXXXXSSSTTTTTTTTTTTTTTTTTTTTTTTTTPPPPPPPPPPPPPPEXISTING ANTENNA POLE EXISTING SWITCH BOX CONDUIT CROSS PROPOSED BUILDING WILL BE 13-FEET HIGH BY 12-FEET WIDE AND 30-FEET LONG; CONCRETE PAD FOR BUILDING WILL BE 15-FEET WIDE BY 33-FEET LONG OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_4-10.dwg TAB:S04 Date Exported: 09/21/21 - 21:46 by syiWENSSITE PLAN WITH PROPOSED SWITCHGEAR BUILDING 0 SCALE IN FEET 20 40 DATA SOURCE: BASE SURVEY D-603.DWG PROVIDED BY MARMAC ENGINEERING, CASNE ENGINEERING, INC. AND ELECTRIC POWER SYSTEMS, INC. CONTOURS FROM KING COUNTY GIS DATA. CITY OF RENTON, 2020, GIS DATA SHAPEFILES WETLANDS. VERTICAL DATUM: NAVD 88. PROJECTION: NAD83 WASHINGTON STATE PLANES, NORTH ZONE, US FOOT. PROPERTY BOUNDARY (DELINEATED WITH CHAIN LINK FENCE) EXISTING POWER LINE EXISTING TELEPHONE LINE EXISTING STORM DRAIN LINE EXISTING 6' CHAIN LINK FENCE WITH BARB WIRE EXISTING WATER LINE EXISTING SEWER LINE PROPOSED ELECTRIC LINE EXISTING CATCH BASIN EXISTING CLEAN OUT STAKED OR WEIGHTED STRAW WATTLES DURING CONSTRUCTION (DETAIL 1, SHEET 7) EXISTING CONTOUR - MAJOR EXISTING CONTOUR - MINOR WETLAND BOUNDARY LEGEND PPP DETAIL 0 SCALE IN FEET 10 20 WENSC.B. C.O. TTT 20 21 NOTES: 1. ELEVATION OF SITE IS RELATIVELY FLAT AT APPROXIMATE ELEVATION 19 FEET. 2. ASPHALT OR CRUSHED ROCK SURFACE PLANNED AT PROPOSED BUILDING LOCATION TO MATCH EXISTING. 3. TRENCH SPOILS WILL BE TEMPORARILY STOCKPILED ON-SITE, COVERED WITH WEIGHTED PLASTIC SHEETING, AND THEN REUSED AS BACKFILL IF INCLEMENT WEATHER FORECAST AND BEFORE WEEKENDS. 4. MINOR GRADING OF THE EXISTING GRAVEL SURFACE WILL BE COMPLETED FOR BUILDING CONCRETE FOUNDATION PREPARATION. 5. ALL UTILITY CROSSINGS WILL BE POTHOLED. 6. ALL UTILITIES SHALL MAINTAIN 5-FEET OF SEPARATION OTHER UTILITIES. 7. NO NEW LANDSCAPING IS PROPOSED, ALL EXISTING LANDSCAPING IN RENTON RIGHT-OF-WAY WILL BE MAINTAINED. WETL OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_5-10.dwg TAB:S05 Date Exported: 09/21/21 - 21:47 by syi OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_6-10.dwg TAB:S06 Date Exported: 09/21/21 - 21:47 by syiWENSPROPOSED SWITCHGEAR BUILDING DETAIL DATA SOURCE: PDF INTO CAD REN-EL-4500_1.DWG PROVIDED ELECTRIC POWER SYSTEMS, INC., DATED 10-20-20. SCALE: NOT TO SCALE OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_7-10.dwg TAB:S07 Date Exported: 09/21/21 - 21:48 by syi OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_8-10.dwg TAB:S08 Date Exported: 09/21/21 - 21:48 by syi 3'-4' SCALE: 1STRAW WATTLE DETAIL NOT TO SCALE (ECOLOGY BMP C235) 3 FT. MIN. 10 FT. MAXIMUM 10 FT. MAXIMUM NOTES: 1. SANDBAGS OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. 2. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF12 INCHES AND BE WEIGHTED OR TAPED. 3. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 4. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONENTRATED RUNOFF. SCALE: 2PLASTIC COVERING FOR STOCKPILES NOT TO SCALE (ECOLOGY BMP C123) ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS 10'-25' (3-8m) 3"-5" (75-125mm) 1" x 1" STAKE NOTES: 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3" x 5" (75-125mm) DEEP, DUG ON CONTOUR. 2. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. LIVE STAKE ADJACENT ROLLS SHALL TIGHTLY ABUT STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS STRAW WATTLE (MID 9998192) ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPROVED LOCATION CONVEY RUNOFF TO APPROVED LOCATION PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS 8"-10" DIA. (200-250mm) OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_9-10.dwg TAB:S09 Date Exported: 09/21/21 - 21:48 by syiNOTE: SANDBAG WEIGHTS MAY BE USED WHERE STAKING IS IMPRACTICAL. IF WEIGHTS ARE USED, THEY WILL BE SPACED APPROXIMATELY EVERY 5 FEET. THE ENDS OF ABUTTING WATTLES WILL OVERLAP. NOTE: CONTRACTOR WILL FOLLOW THE SPECIFICATIONS IN BMP C151 - CONCRETE HANDLING AND BMP C154 - CONCRETE WASHOUT AREA WHILE CONSTRUCTING THE CONCRETE PAD FOR THE SWITCHGEAR BUILDING. PROJECT SITE OLYMPIC PIPE LINE COMPANY LLC A AP:\0\0894180\CAD\01\REV A\D-RENTON STA-PERMIT-A_10-10.dwg TAB:S10 Date Exported: 09/22/21 - 12:59 by syiHAULING AND TRANSPORTATION ROUTES W E N S 0 SCALE IN FEET 800 1,600 THE PROPOSED HAUL/TRANSPORTATION ROUTE TO THE SITE WILL INCLUDE THE FOLLOWING: •FROM I-405; TAKE EXIT 4 TO SOUTHBOUND SR167. •EXIT TO SW 43RD STREET AND EAST VALLEY ROADS AND HEAD WEST (STRAIGHT) ONTO SW 41ST STREET. •TRAVEL WEST ON SW 41ST STREET TO LIND AVENUE SW, TURN NORTH (RIGHT) ONTO LIND AVENUE SW. •TRAVEL NORTH ON LIND AVENUE SW TO THE ROADWAY/DRIVEWAY ON THE SOUTH SIDE OF THE SITE. •TURN RIGHT OFF THE ROADWAY AND ENTER SITE THROUGH THE SOUTH ENTRANCE. THE PROPOSED ROUTE LEAVING THE SITE WILL INCLUDE THE FOLLOWING: •FROM THE SOUTH ENTRANCE, TURN LEFT OUT OF THE SITE TO LIND AVENUE SW. •TURN SOUTH (RIGHT) ONTO LIND AVENUE SW. •EITHER PROCEED SOUTHBOUND OR NORTHBOUND ON SR167 AS FOLLOWS: FOR SOUTHBOUND SR167: •ROUTE WILL BE LIND AVENUE SW TO SW 41ST STREET. •TURN LEFT ONTO SW 41ST AND TRAVEL TO THE ON-RAMP TO SOUTHBOUND SR167. •ENTER ON-RAMP TO SR 167. FOR NORTHBOUND SR 167: •ROUTE WILL BE LIND AVENUE TO SW 43RD STREET (S. 180TH STREET). •TURN EAST (LEFT) ONTO THE SW 43RD AND TRAVEL TO ONRAMP TO NORTHBOUND SR 167. •TURN LEFT ONTO THE ONRAMP FOR SR167. •TURN RIGHT TO EITHER NORTHBOUND OR SOUTHBOUND I-405. HAULING AND TRANSPORTATION ROUTES LEGEND DATA SOURCE: MAPBOX OPEN STREET MAP, 2016. VERTICAL DATUM: NAVD 88. PROJECTION: NAD83 WASHINGTON STATE PLANES, NORTH ZONE, US FOOT.