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REV2 RESUB3 BLD2019-0025 SITE PLANSEC. 25, TWN. 27N, RNG. 03E, 114 SW 7' \ \ \A9.01\\\\\\\\ X 266.7 0 250.5 X \ \ X \ X N X �(1�\O \OTk S L RA \\ 1 l'ATAZFDL \� / Lo STANDARD \ \ \( \ \ \ �9 EXISTIN SSMH 12-298 253.4 X RIM=252 8� \ \ \ \ \ WATER SERVICE LINE SPECIFICATIONS PER OLYMPIC VIEW WATER & SEWER DISTRICT I. MATERIALS: 1) COPPER - TYPE X" TUBING. 2) WHEN STATIC PRESSURE IS LESS THAN 100 PSI, HIGH -DENSITY POLYETHYLENE PIPING WITH IRON PIPE SIZE ASTM-D2239 AND PE3406 OR PE 3408 MARKINGS. PIPING SHALL BE MARKED AT INTERVALS OF NOT MORE THAN 5' FOR POLY PIPE WITH MANUFACTURER'S NAME, SIZE AND PRESSURE RATING OF 160 PSI MINIMUM. WHEN STATIC PRESSURE EXCEEDS 100 PSI, USE POLYETHYLENE PIPING WITH IRON PIPE SIZE ASTM-D2239 AND PE 3408 MARKINGS PIPE WILL HAVE A PRESSURE RATING OF 200 PSI OR GREATER AND BE MARKED AT INTERVALS OF NOT MORE THAN 5' WITH MANUFACTURERS NAME, SIZE AND PRESSURE RATING. 11. INSTALLATION: 1) THE WATER SERVICE LINE SHALL BE PLACED ON A FIRM UNDISTURBED BASE THAT IS SMOOTHLY GRADED AND FREE OF LARGE MATERIALS. IF SOIL IS DISTURBED, IT SHALL BE COMPACTED TO PROVIDE A STABLE BASE. THE PIPE DEPTH SHALL BE A MINIMUM OF 18" FROM FINISHED GRADE TO THE PIPE. 2) IF POLY PIPE IS USED, IT MUST BE BURIED WITH A 12 GAUGE SOLID CORE TRACER WIRE WITH VINYL COATING. THE WIRE MUST BE CONTINUOUS, CONNECTED AT THE METER AND THE HOUSE AND TAPED TO THE SERVICE LINE EVERY 5. 3) IF NATIVE BACKFILL MATERIAL HAS LARGER THAN 3/8" DIAMETER ROCK, AN APPROVED SANDY SOIL SHALL BE USED TO BACKFILL 1" ABOVE WATER PIPE. 4) THE WATER SERVICE PIPE MUST BE CONNECTED AT THE METER AND BUILDING WITH BRASS FITTINGS (NO PLASTIC, PVC OR GALVANIZED FITTINGS ALLOWED). 5) ALL PIPING SHALL BE FLUSHED OUT AND BE UNDER PRESSURE WITH NO LEAKS WHEN THE INSPECTION IS REQUESTED. 6) THE WATER SERVICE LINE SHALL NOT BE BURIED IN THE SAME TRENCH AS THE SANITARY SEWER OR STORM DRAINPIPE. THE MINIMUM HORIZONTAL SEPARATION FROM WATER TO SEWER SHALL BE 10 FEET. IF FIELD CONDITIONS PREVENT THIS, CONTACT THE DISTRICT FOR SPECIFIC INSTRUCTIONS WATER LINES CROSSING SEWER OR STORM PIPES MUST MAINTAIN AN 18" VERTICAL SEPARATION ABOVE SAID PIPES. INSPECTION. PRIOR TO BACKFILLING ANY PORTION OF THE WATER LINE YOU MUST CONTACT OLYMPIC VIEW WATER & SEWER DISTRICT FOR INSPECTION (425-774-7769) 24 HOURS IN ADVANCE. THE PRECEDING CRITERIA MUST BE MET PRIOR TO ANY INSPECTION. TO DOMESTIC SERVICE BUILDING B FROM THE MAIN TO WM OR DCVA — INSTALL 4" TAPPING TEE AND 4" GATE VALVE (FLxFL) WITH 42" COMPANION FLANGE (FIPT) FOR NEW 2" SERVICES PER W1—B. RUN 2" COPPER AND REDUCE DOWN AT THE SETTER. WET —TAP CONNECTION PER STD 1-ROMAC TAPPING SADDLE 1 N 6" GV (Mix RJ) STA-4+24.00, 8.71 R THRUST BLOCK PER OVWSD STD W-4 SERVICE BUILDING C 1 - .5 1'14" FIRF alm' ANT ASSFMRI Y PER .STn nFTAII W-2 28' — 6" DI 4" STORZ ADAPTOR STA-4+24.00 19.62 L ENSURE 3—FT MINIMUM CLEARANCE AROUND FH PER DETAIL THIS SHEET LANDSCAPE BLOCK WA2L AROUND FH N, SEE DETAIL THIS SHEET —ENSURE 3—FT MIN v . CLEARANCE AROUND FIRE HYDRANT APPROXIMATE LOCATION OF EDMONDS PUBLIC RIGHT—OF—WAY ENCROACHMENT. FINAL LOCATION TO BE RECORDED BASED UPON AL LOCATION OF LANDSCAPE BLOCK WALL AROUND FIRE HYDRANT EXISTING nr m nr. rn OVWSD FINAL ESMT LOCATION TO BE D BASED UPON ACTUAL LOCAION OF DCVA S IV U. h7 cc r U. I J OF CALC. CORNER i L=245.95' R=446.84' A=3132'11 " C. BEARING N 60'39'09" W CORD 242.86' E 254 IE=254 IE=254 FDC WALL DETAIL N. T. S. EXISTING SITE FEATURES AND BOUNDARY NOTE. EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHY WERE PROVIDED BY A SURVEY PREPARED BY GREENE LAND SURVEYING DATED 9-14-18 . SOME PORTIONS OF THE EXISTING UTILITIES NOT SHOWN ON THE SURVEY WERE GATHERED FROM THE CITY OF EDMONDS GIS MAP. LANDSCAPE BLOCK FOR INSTALLA TION OF FH WITHIN SLOPE WITH CONCRETE PAD. ENSURE 3-FT MINIMUM CLEARANCE AROUND FH T Tmrr Tmv /' t) ATT A rm T rcYm. OLYMPIC VIEW WATER DISTRICT 8128-228TH ST SW EDMONDS, WA 98026-8449 (425) 774-7769 CITY OF EDMONDS 121-5TH AVENUE NORTH EDMONDS, WA 98026 (425) 771-0241 SNOHOMISH COUNTY P.U.D. 21018 HIGHWAY 99, EDMONDS 98026 (425) 670-3200 FIRE DEPARTMENT- EDMONDS FIRE DISTRICT (SCFD #1) 121-57H AVENUE NORTH (EDMONDS CITY HALL) FIRE MARSHAL: (425) 771-0213 PUGET SOUND ENERGY 10885 NE 4TH ST BELLEVUE, WA 98004 (425) 452-1234 VICINITY MAP N. T. S. LEGAL DESCRIPTION: APN: 27032500302600 ALL THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, LYING NORTH OF STATE ROAD NO. 1—W AND SOUTH OF COUNTY ROAD, EXCEPT THE EAST 15 FEET THEREOF, AS MEASURED ON THE SOUTH LINE, EXCEPT THE WEST 262.90 FEET OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, MEASURED ON THE NORTH LINE, AND EXCEPT THE FOLLOWING DESCRIBED TRACT.• BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER 15 FEET WEST OF THE SOUTHEAST CORNER THEREOF,• THENCE NORTH 1' EAST 95.54 FEET TO THE SOUTHERLY LINE OF COUNTY ROAD; THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF COUNTY ROAD 168.19 FEET; THENCE SOUTH 1' WEST 71.94 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF TRACT CONVEYED TO OTTO E. MARTEN AND WIFE, BY DEED UNDER RECORDING NO. 1029868, THENCE NORTH 8832' WEST 260.05 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF STATE ROAD 1—W,• THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID STATE ROAD 236.05 FEET, MORE OR LESS, TO POINT A ON THE SOUTH LINE OF SAID SUBDIVISION, 180 FEET WEST OF THE SOUTHEAST CORNER THEREOF, - THENCE SOUTH 8832' EAST 165 FEET TO THE TRUE POINT OF BEGINNING, ALSO EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON UNDER RECORDING NO. 2159660. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. REVISION 6 (8-17-2023): ENHANCE CALLOUT FOR 4" TAPPING TEE WITH GATE VALVE AND COMPANION FLANGE REVISION 5 (6-18-2023): ADDITION OF FCC WALL DETAIL AND LOCATION OF FCCs. SPEC OUT 2" POLY FOR FCC PIPE TYPE. REVISION 4 (3-31-2022). ADDRESS OVWSD REVIEW COMMENTS, ADD FH/BLOCK WALL DETAIL, UPDATE OVWSD REFERENCE DETAILS NUMBERS, ADD ESMT, ETC.: 5-15-2022 REVISION 3 (3-31-2022). ADDITION OF DCVA DOMESTIC SERVICE VAULTS, DCVA DOMESTIC FIRE SPRINKLER VAULTS, AND 1" WATER LINES DATE•3-31-2022 REVISION 2 (12-21-2021). REMOVE ON —SITE WATER MAIN SYSTEM AND FH & WATER METERS RE —LOCATE WITHIN ROW DATE. • 12-28-2021 REVISION 1 (1-21-20). PER OVWSD PACE REVIEW COMMENTS DATED 11-27-19 PARCEL NUMBER. 27OJ2500JO2600 SITE ADDRESS. • 546 PARADISE LANE EDMONDS, WA 98020-4650 TOTAL SITE AREA: 30,238 SF (0.694 ACRES) COUNTY. SNOHOMISH COUNTY ZONING: RM-2.4 MAXIMUM BUILDING HEIGHT: 25' SETBACKS. • FRONT. 15' SIDE. • 10' REAR. 15' PROJECT CONTACT LIST: OWNER: PARADISE HEIGHTS HLD, LLC 190 W DAYTON ST STE 103 EDMONDS, WA 98020 DEVELOPER: MICHEL CONSTRUCTION, INC. 7907 212TH SW, 1102 EDMONDS, WA 98026 PHONE: (425) 776-2211 CIVIL ENGINEER: DONNA L. BRESKE, P.E. 21 AVE. A, SUITE 4 SNOHOMISH, WA 98290 PHONE. • (425) 334-9980 EMAIL: donnabreske@comcast.net GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805 1367H PL NE, SUITE 201 BELLEVUE, WA 98005 PHONE. • (425) 449-4711 Know what's below. Call 811 two business days before you dig.