HomeMy WebLinkAboutR-40481200
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0 25' 50' 100'
SCALE: 1 "=50'
FLOW SPREADER
FOR UPSTREAM
BASIN
ASBUILT COMPOSITE UTILITY PLAN
OF
FOREST TERRACE PLAT
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SEE SHEET 24 FOR
OFFSITE STORM EXTENSION
I ' I DALPAY JAMES W JR
DYKEMAN ROBERT E EX POWER POLE TO
\ 778800-0070 I l � I I 334510-0510 � BE TO BE RELOCATED .
\ 1 DIAZ JOHN M & TRICIA E I DALPAY JAMES W JR UNDERGROUND ALONG
3345100450 PROJECT FRONTAGE. ; \ TRACT D 15' 334510-0460 PS El
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_ I I DALPAY PROPERTIES l DALPAY PROPERTIES L L C_, ;
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BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
POWER NOTE:
EXISTING OVERHEAD POWER ALONG THE FRONTAGE OF
UNION AVE NE SHALL BE RELOCATED UNDERGROUND.
1 RECORD DRAWINGS AS BUILT
4 SURFACE DRAINS
NO. REVISION
UTILITY CROSSING NOTES:
1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN STORMWATER PIPE
AND OTHER UTILITY LINES AT CROSSINGS.
2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN SEWER LINES AND
OTHER UTILITY LINES AT CROSSINGS. ELSE
ETHOFOAM PAD WILL BE PROVIDED.
UTILITY SEPARATION NOTES:
1. THERE SHALL BE A MINIMUM 10 FOOT
HORIZONTAL SEPARATION BETWEEN SEWER AND
WATER MAINS AND A MINIMUM 7 FOOT
SEPARATION BETWEEN SEWER AND ALL OTHER
UTILITIES.
TJS
1/12/22
BJT
suRVEym:
DESIGNED:
TJS
TJS
1 14 2
BJT
DRAWN:TJS
CHECKED:
BY
DATE
APPR
APPROVED:
BJT
SCALE:
1 "=50'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SPECIAL NOTE:
SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN
FEET INTO EACH LOT IF SANITARY SEWER MAINS
ARE AVAILABLE, OR PROVIDED WITHIN THE
SUBDIVISION DEVELOPMENT.
WALL DRAIN KEYNOTES:
CONNECT FOOTING DRAINS.
DAYLIGHT WALL DRAIN
6" DIAMETER ROCKERY SURFACE DRAIN
SURROUNDED BY CLEAN WASHED -" DRAIN
ROCK. SEE DETAIL ON SHEET 15.
®COMBINED WALL DRAIN AND ROCKERY
SURFACE DRAIN DOWNSTREAM OF ALL
ASSOCIATED ROCKERIES.
VERnCAL• NAVD 1988
HORIZONTAL• NAD 1983/1991
DATU M
AO % % CITY OF
PRI RENTON
Nksliv
Planning/Building/Public Works Dept.
36' SPu WATER
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EX POWER POLE TO
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—L - PROJECT FRONTAGE.
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S-404801
W-404801 1 d
R-404812,
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT COMPOSITE UTILITY PLAN
FOREST TERRACE PLAT
PULTE GROUP, INC
3535 FACTORIA BLVD S.E., #600
BELLEVUE, WA 98006
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DATE:
2/7/2022
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