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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
SE 140TH ST
5 SSAN. fK2 -08, TYPE 1 -48 -0� , I I
STA. 100 +10.00, 5.00' LT.
1
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
10
501.40
495.40
492.10
S.S.M.H. H2 -29
11
499.60
493.60
489.19
S.S.M.H. .1-12 -27
12
498.90
492.90
488.87
S.S.M.H. H2 -27
53
498.80
492.80
489.21
S.S.M.H. H2 -28
54
501.00
495.00
479.60
S.S.1 H2 -11
55
498.20
492.20
478.82
S.S.M.H. H2 -11
WARNING: '" "� � "'""°" i • i ®I�i
F9UBt91 Ww. WA B 3
THE UTILITY LOCATIONS SHOWN wwW."Mcivil.corn
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ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1 -800- 424 -5555. ESM JOB #1352 -006 -007
STORM DRAINAGE
FACILITY F
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SEE SHEET SS -06
StM.H. /H2-iL TYPE 1 -48 "0'
STA. 101 +47.00, 5.00 LT.
= STA. 900+00.00, ROAD
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STA. 103 +87.01, 5.00 LT.
Eq
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- 0 \ EL- 498.50
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SCALE:
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53
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8 "0 S.S ISTA. 106 +52.26, 4.55 LT.
LS.M.H. /H2 -29, TYPE 1-48"0
STA. 106 +00.96, 7.90 LT.
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NO.
101 +00 102 +00 103 +00
REVISION
BY I DATE I APPR
104 +00
106w
IF NJT dlE INpI
SCNE tLCdidX0.T
10'5 +00
DATUM
106 +00 107 +00
CITY OF
RENTON
Planning /Building /Public Works Dept.
K46cft1
520
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LW
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KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB 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
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
470 5- 362121
4 CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD A & B PLAN AND PROFILE:
STA. 100+00.00 TO STA. 107 +50.00
MENEM,
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NONE
100 +00
NO.
101 +00 102 +00 103 +00
REVISION
BY I DATE I APPR
104 +00
106w
IF NJT dlE INpI
SCNE tLCdidX0.T
10'5 +00
DATUM
106 +00 107 +00
CITY OF
RENTON
Planning /Building /Public Works Dept.
K46cft1
520
0
c Q
510 +
r N
0
LW
500
Fn QD
W
Z
490 3
H
480
WYWOAD
r g.
KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB 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
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
470 5- 362121
4 CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD A & B PLAN AND PROFILE:
STA. 100+00.00 TO STA. 107 +50.00