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0 20' 40' 80'
SCALE: 1 "=40'
KING COUNTY R-4
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fEX` OVERHEAD WIRING 21
FOR SIGNAL TO BE
RELOCATED UNDERGROUD
SIGNAL POLE
-- -PER WSDOT STANDARDS
�[/ SIGNAL POLE
CONNECT TO EX c 21
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8" SEWER - MH664
EX SIGNAL HEAD AND PUSS-H :.
TO BE RELOCATED TO NEW `, ••'..I
POLE. EX POLE TO BE REMOVED
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KING COUNTY R-4 W I f • • •
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FORRESTOR MARK W � ,�; ••. •.
1463400081 ' � ••.•
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EX 8" SEWER �I
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ASBUILT COMPOSITE UTILITY PLAN
OF
EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
EX__�JW
*INDIVIDUAL LOT NOTE:
THIS PROJECT HAS SET A MAXIMUM IMPERVIOUS
SURFACE OF 4,000 SF PER LOT. A RESTRICTIVE
COVENANT WILL BE PROVIDED ON THE FINAL PLAT.
NOTE:
PROPOSED IMPROVEMENTS SOUTH OF THE PLAT
BOUNDARY ARE WITHIN KING COUNTY. RIGHT OF
WAY PERMIT MUST BE OBTAINED FROM KING
COUNTY FOR THE ASSOCIATED WORK.
—J
— — — — — — — — — — — —
SAWCUT
LINE (TYP)
-CONNECT TO EX
8" WATER
SJOLUND KRISTINA M
2345750120
DMINIll JP,ARVIV l I I CC)
1397500070
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.
1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT Sull
DESIGN ED.
BENCHMARK DRAWN:
RK
DATUM DOMEDIN CONCRETE MONUMENT
IN BRASS DOMESS FOUND�INARK 4X41 0.4 Cll
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION BY DATE APPR Al BJT
1 "=40'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PENCE ALAN D & DENISE
1423059030
`FRENCH DRAIN. SEE
DETAIL ON SHEET 15.
CITY OF RENTON R-4
IE = 370.80' I
OUTFALL PROTECTION 12x7.5'
tij
RIP RAP PAD (2' THICK)
1 I
j W II I IE = 370.51' I
I II EX 12" STORM MAY RONALD G
W N ;�.r 1397500060
w I
J EX 8" WATER
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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:
�1 CONNECT FOOTING DRAINS.
2❑ DAYLIGHT WALL DRAIN
VERTICAL- NAVD,
HORRON`Il NAD I W ,99,
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
LEXI TIM & GINA MARGITH
1423059091
TREE PROTECTION FENCE AND
EASEMENT INSTALLED PER TREE
RETENTION PLAN ON SHEETS 37 TO 39
CITY OF RENTON R-4
KING COUNTY R-4
COYLE ROBERT
1397500050
/41423 p
D/10/20
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ASBUILT COMPOSITE
UTILITY PLAN
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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DATE
10/10/2022
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FIELDBOOK:
PAGE:
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SHEEN H 011