REV2 CORRECTION LETTER FIRE BLD2019-0025� SEC. 25, TWN. 27N, RNG. 03E, 114 SW
COPPER TAPS PER
OVSWD W-18, (6 TYP.)
35
i.30
\ \ \ \ \ \ \ 270.9
WATER SERVICE LINE SPECIFICATIONS
PER OLYMPIC VIEW WATER & SEWER DISTRICT
I. MATERIALS•
1) COPPER - TYPE "K" 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. INSTALLA TION.
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 POL Y PIPE IS USED, I T MUST BE BURIED WI TH A 12 GAUGE SOLID CORE TRACER WIRE WI TH VINYL COA TING. 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.
N. 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.
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4" STORZ ADAPTOR
STA-4+24.00 19.62 L
THRUST BLOCKING
R OVWSD STD W-4
EN E 3—FT MINIMUM CLEARANCE AROUND FH PER DETAIL THIS SHEET
PROP. 2" COPPER WATER LINE FROM
SEE DETAIL THIS SHEET —ENSURE 3—FT MIN
CLEARANCE AROUND FIRE HYDRANT
1 NEW 1-112" WATER METER PER Q
TO ,RMESTIC SERVICE BUILDING C
W/CAP LS 21364
N0.43'&E0.13' i
OF CALC. CORNER i
A=3132'11 "
C. BEARING N 6039'09" W
CORD 242.86'
OF FH
WITHIN SLOPE WITH CONCRETE PAD. ENSURE
3-FT MINIMUM CLEARANCE AROUND FH
VICINITY MAP
N. T. S.
LEGAL DESCRIPTION: APN. 27OJ2500JO2600
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 16&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 I— 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.
UTILITY CONTACT LIST:
WATER OLYMPIC VIEW WATER DISTRICT
8128-228TH ST SW
EDMONDS, WA 98026-8449
(425) 774-7769
SEWER CITY OF EDMONDS
121-57H AVENUE NORTH
EDMONDS, WA 98026
(425) 771-0241
ELECTRIC. SNOHOMISH COUNTY P.U.D.
21018 HIGHWAY 99,
EDMONDS 98026
(425) 670-3200
FIRE
DEPARTMENT. EDMONDS FIRE DISTRICT (SCFD #1)
121-5TH AVENUE NORTH
(EDMONDS CITY HALL)
FIRE MARSHAL: (425) 771-0213
GAS PUGET SOUND ENERGY
10885 NE 4TH ST
BELLEVUE, WA 98004
(425) 452-1234
REQUIRED FIRE FLOW
MAXIMUM FIRE FLOW 1158.9 GPM
FOR 1007. INVOLVEMENT AS
DETERMINED BY IOWA MODEL.
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON 774ESE PLANS OR NOT, BY P07HOLING THE
U77LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
P07HOLING ALL OF THE EXISTING U77LI77ES AT THEIR LOCATIONS
OF NEW U7ILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID U77LI77ES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION.
REVISION 4 (3-31-2022): ADDRESS OVSWD REVIEW COMMENTS, ADD FH/BLOCK WALL DETAIL, UPDATE OVSWD REFERENCE DETAILS NUMBERS, ADD ESMT, ETC.: 5-15-2022
N. T.S. REVISION 3 (3-31-2022): ADD177ON OF DCVA DOMESTIC SERVICE VAULTS, DCVA DOMESTIC FIRE SPRINKLER VAULTS AND 1" WATER LINES DA7E 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
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.
SITE INFORMATION:
PARCEL NUMBER.
27032500JO2600
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