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I 1 FINISHED FLOOR ELEV. 4723
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EX. S.S.M.H. nHt-10, TYPE 1-48"0
STA. 1+46.08, 4.42' RT.
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A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
PID # 7229800060 169TH AVE SE1 PID !i 7229800310
VACANT LOT I I VACANT LOT
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Ill' PID % 7229800066 PID # 7229800065
HOUSE #16805 HOUSE #14005
FINISHED FLOOR ELEV =4723 FINISHED FLOOR ELEV.=4723
S.S.M.H. l-! -01, TYPE 1-48"0
STA. 4+35.15, 5.95' RT.
1
1
1
PID / 7229800315 PID / 7229800320
HOUSE #16916 HOUSE /16936
FINISHED FLOOR ELEV.=4723 FINISHED FLOOR ELEV=4743
EXISTING 12
CMP CULVERT
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IEXISTING 12' 3'4+ L.F.,
ICMP CULVERT 8"0 S.S
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PE INT'X STA. 4+39.57, SE 140TH ST
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1 PID / 7229800210
VACANT LOT
S.S.M.H. /H2-02, TYPE 1-48"0
STA. 6+75.86, 5.82' RT.
SE 140TH ST
` EDGE OF
PAVEMENT
PID % 7229800205
VACANT LOT
PID # 7229800325
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PID 111 7229800330
3 1ST REVISION
HOUSE {16940
4+39.5',
SE 140TH
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FINISHED FLOOR
ELEV.=4803
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FINISHED FLOOR
ELEV=4873
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FOR TRENCH SECTION SHEET DT -01.
169TH
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FOR SIDE SEWER CONNECTIONS SEE SIDE
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MANHOLES LOCATED IN DRIVEWAY
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PID Iw 7229800200
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VACANT LOT
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PID # 7229800195
HOUSE #14011
FINISHED FLOOR ELEV =4843
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SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL C
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER (PRESSED OR IMP E x
u1!4 akuos
1+00
2+00
3+00
4+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
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REVISION BY I DATE I APPR
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FOR TRENCH SECTION SHEET DT -01.
169TH
1II
FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
1
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER SNB ELEVATION
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On
4.
MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
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MINIMUM OF 6" AND A MAXIMUM OF 12'
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GRADE. WHERE MANHOLES LOCATED IN
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PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
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3+00
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WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
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4 REVISED MYLAR SUI
5 ASBUILT SUBMITTAL
ASBUILT MYLAR
#1352-006-007
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ESM 09/10/13.
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REVISION BY I DATE I APPR
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NOTE:
9+00 10+00 SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
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LOCATED ONLY. CONTRACTOR TO VERIFY
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LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION,
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2.
FOR TRENCH SECTION SHEET DT -01.
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
1
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER SNB ELEVATION
UNLESS OTHERWISE NOTED.
4.
MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
a
MINIMUM OF 6" AND A MAXIMUM OF 12'
D
ABOVE FINISH GRADE, OR MUST HAVE
n
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
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PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
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5-362111
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
re
HERITAGE PLAT ux/16/201,
SANITARY SEWER EXTENSION PHASE 2°°
SE 140TH ST PLAN AND PROFILE: ,�
STA. 1+00.00 TO STA 10+00.00 SS -0$
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