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8"x 8" TEE: FL x FL
2— 8" GN FL x MJ
8" BL. F1_
NOTE:
MAIN FAIN 10' SEPARATION
BETWEEN WATER do SEWER.
8"x 4" IEE w/ ---r
4" B.O. ASSY.
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CITY OF RENTON WATERMAIN
CROSSING DETAIL.
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OFF —SITE
EASEMENTS
LOT 7 LOT 6
SPRINGBROOK TERRACE
CUT IN TO EX. 6" D.I. w/
6"x 6" TEE: FL x FL
6" GV. FLxFL
6"x 8" INC.: FLxMJ
6 -22-5
W1018
ALL ON -SITE
EASEMENTS
GENERAL NOTES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND
SEWER DISTRICT, ALSO REFERRED 10 HEREINAFTER AS "DISTRICT."
2. THE DEVELOPER SHALL FURNISH THE DISTRICT WITH A COPY OF THE COMMERCIAL AND/OR SUBDIVISION
PLANS APPROVED BY KING COUNTY B.A.L.D. PRIOR TO ANY WATER MAIN CONSTRUCTION.
3, EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE
AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTHS.
4. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED,
GRADED, AND STAKED BY THE DEVELOPER AND ALL EXISTING UTILITIES SHALL BE LOCATED BY THE
CONTRACTOR.
5. ALL WORK IN KING COUNTY RIGHT-OF-WAY SHALL CONFORM WITH THE REQUIREMENTS OF THE 1987 KING
COUNTY ROAD STANDARDS AND KING COUNTY RIGHT' -OF -WAY USE PERMIT; SEE SPECIFICATIONS.
6. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE
REQUIREMENTS OF THE LOCAL KING COUNTY FIRE PROTECTION DISTRICT.
7. WATER MAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN THREE-FOOT MINIMUM
COVER OVER TOP OF WATER MAIN (EIGHT -INCH AND SMALLER). THERE SHALL BE NOT LESS THAN A SIX-
INCH CUSHION BETWEEN THE WATER MAIN AND THE STORM SEWER.
8. FOR SINGLE SERVICE CONNECTION, CONNECT PLASTIC SERVICE PIPE DIRECTLY TO ANGLE STOP WITH
COMPRESSION PACK JOINT.
9. SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER, DISTRICT, AND OTHER
UTILITY COMPANIES.
10. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES
REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S EXPENSE.
RECONSTRUCTION SHALL CONFORM 1-0 THE SPECIFICATIONS OF THE WATER DISTRICT. ALL COSTS FOR
INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE
STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE WATER DISTRICT.
11. PUGET POWER VAULTS, HANDHOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10
FEET FROM WATER SERVICES, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLIES, DEVELOPER SHALL BE
RESPONSIBLE FOR COORDINATION OF VAULTS AND HANDHOLES WITH WATER SERVICES, FIRE HYDRANTS,
AND BLOW -OFF ASSEMBLIES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED
THE ENGINEER WITH WORK SKETCH FROM PUGET POWER. NO BILL OF SALE SHALL BE ISSUED BY THE
DISTRICT UNTIL VAULTS, HANDHOLES, AND LIGHT STANDARDS HAVE BEEN INSTALLED BY PUGET POWER.
12. WATER SERVICES CONNECTION DETAILS:
A. METER BOXES WILL BE FURNISHED BY OWNER/CONTRACTOR AND INSTALLED BY SAME.
B. 2" X 4" WOOD MARKER PAINTED WHITE AND IMPRINTED WITH "WATER" IN BLACK LETTERS SHALL
BE PLACED AT EACH METER BOX LOCATION WITH A MINIMUM OF TWO FEET OF THE MARKER EX-
POSED (OR ALT. "C" BELOW).
C. PAINT SERVICE LOCATION ON CURB WITH COLOR AS DIRECTED BY DISTRICT.
D. IF METER BOXES ARE LOCATED IN DRIVEWAYS OR SIDEWALKS, TRAFFIC BOX AND COVER MUST BE
APPROVED BY THE DISTRICT AND FURNISHED BY THE CONTRACTOR.
E. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURB.
13. WHERE PLASTIC PIPE OR SERVICES ARE USED, INSTALL 16 GAUGE COPPER, PLASTIC -COATED TRACER WIRE
ALONG TOP OF PIPE. ATTACH WIRE 10 VALVES AND HYDRANTS; FOR SERVICES, ATTACH TRACER WIRE
TO ANGLE STOP.
14. ALL SERVICE LINES SHALL BE ONE -INCH MINIMUM, AND SHALL BE CONTINUOUS AND UNSPLICED FROM
CORP STOP TO METER AND SHALL HAVE SAND BEDDING (6" ALL AROUND).
15. CONTRACTOR SHALL NOTIFY SOOS CREEK WATER AND SEWER DISTRICT AT 630-9900 AT LEAST 48 HOURS
(REGULAR WORKING DAYS) BEFORE STARTING WORK.
16. BEFORE ORDERING MATERIALS FOR CONNECTION TO EXISTING WATER MAIN, CONTRACTOR SHALL
EXCAVATE WATER MAIN AND VERIFY O.D. FOR DETERMINATION OF TYPES OF FITTINGS TO BE
USED. COORDINATE WITH SOOS CREEK WATER AND SEWER DISTRICT.
17, PROVIDE FOUR -INCH THICK BY TWO FEET WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE COVERS
AND BLOW -OFF ASSEMBLY BOXES LOCATED IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASEMENTS.
18. THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANT(S) WITHIN 50 FEET OF THIS
DEVELOPMENT TO MEET DISTRICT REQUIREMENTS IF NEW CONSTRUCTION BY THIS DEVELOPMENT
CREATES A SAFETY HAZARD OR A NON -COMPLIANT CONDITION WITH DISTRICT STANDARD SPECIFICATION
REQUIREMENTS.
NOTES:
1. REFER TO NOTES ON SEWER PLANS FOR EXISTING
SEWER.
2. REMOVE EXISTING SEWER FROM SERVICE PER SCWS
DISTRICT PRIOR TO WATER MAIN CONSTRUCTION.
3. ALL LOTS IN THIS PROJECT SHALL REQUIRE INDIV—
IDUAL PRESSURE REDUCING VALVES (PRV's) BE
INSTALLED PER SCWS DISTRICT REQUIREMENTS.
(DUE TO HIGH PRESSURE AREA)
NOTE:
A CONSTRUCTION PERMIT" WILL BE REQUIRED FROM
THE CITY OF RENTON FOR WORK IN TALBOT RD.
RIGHT—OF—WAY,
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1-500-424-5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
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