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BONN x
FeU6,el W"y. WA 88U0.9 _
THE UTILITY LOCATIONS SHOWN
www.esmdvil.com nvnr
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1 -800- 424 -5555. ESM JOB X11352- 006-007
\\%I
305 +00 306 +00 307 +00
REVISION
BY I DATE I APPR
SCALE: 1 " -50 HORIZ.
V-10, VERT.
50 25 0 50 100
Ill
520
510
®,
490
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15.04, 8 "0
470
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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
2b1A. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
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S.S. MAIN
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S.S.M.H.
1
499.60
493.60
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492.60
480.68
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492.30
480.79
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495.60
489.60
481.21
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1 495.10
489.10
481.34
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496.00
490.00
1 481.01
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497.00
491.00
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480.34
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484.46
S.S.M.H.
H2 -21
21
495.10
489.10
484.35
S.S.M.H.
2 -20
22
494.90
488.90
-
S.S.M.H.
2 -17
23
1 495.90
489.90
482.99
S. S.M.H.
2 -16
24
496.60
490.60
482.70
S.S.M.H.
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25
497.40
491.40
482.60
S. S. M. H.
2 -16
26
497.30
491.30
482.24
S.S.M.H.
2 -15
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496.80
490.80
482.15
S.S.M.H.
2 -15
28
496.20
490.20
482.00
S.S.M.H
2 -15
29
496.10
490.10
488.09
S.S.M.H
2 -17
30
496.40
490.40
487.94
S.S.M.H
2 -18
31
494.90
488.90
483.38
S.S.M.H
2 -17
32
1 495.40
489.40
483.55
S. S. M.H.
2 -19
33
495.90
489.90
484.10
S. S.M.H.
2 -20
34 1
497.10 1
491.10
484.35
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WARNING:'°°°" "'�'°" I• I ®ICI
BONN x
FeU6,el W"y. WA 88U0.9 _
THE UTILITY LOCATIONS SHOWN
www.esmdvil.com nvnr
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1 -800- 424 -5555. ESM JOB X11352- 006-007
\\%I
305 +00 306 +00 307 +00
REVISION
BY I DATE I APPR
SCALE: 1 " -50 HORIZ.
V-10, VERT.
50 25 0 50 100
Ill
520
510
®,
490
-23. TYPE 1 -48"
14, 8 "m
15.04, 8 "0
470
kA
eNYM00D
YS
LA
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
2b1A. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY SIDE SEWERS
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MIN. FF
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SEWER STUB
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S.S. MAIN
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S.S.M.H.
1
499.60
493.60
480.37
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2
498.60
492.60
480.68
S.S.M.H.
2 -12
3
496.30
492.30
480.79
S.S.M.H.
2 -12
4
495.60
489.60
481.21
S.S.M.H.
2 -13
5
1 495.10
489.10
481.34
S.S.M.H '
#H2-131
6
496.00
490.00
1 481.01
S.S.M.H.
2 -12
7
497.00
491.00
480.78
S.S.M.H.
2 -12
8
499.00
493.00
480.65
S.S.M.H.
-12
9
500.00
494.00
480.34
S.S.M.H.
2 -12
20
497.60
491.60
484.46
S.S.M.H.
H2 -21
21
495.10
489.10
484.35
S.S.M.H.
2 -20
22
494.90
488.90
483.21
S.S.M.H.
2 -17
23
1 495.90
489.90
482.99
S. S.M.H.
2 -16
24
496.60
490.60
482.70
S.S.M.H.
#H 2 -16
25
497.40
491.40
482.60
S. S. M. H.
2 -16
26
497.30
491.30
482.24
S.S.M.H.
2 -15
27
496.80
490.80
482.15
S.S.M.H.
2 -15
28
496.20
490.20
482.00
S.S.M.H
2 -15
29
496.10
490.10
488.09
S.S.M.H
2 -17
30
496.40
490.40
487.94
S.S.M.H
2 -18
31
494.90
488.90
483.38
S.S.M.H
2 -17
32
1 495.40
489.40
483.55
S. S. M.H.
2 -19
33
495.90
489.90
484.10
S. S.M.H.
2 -20
34 1
497.10 1
491.10
484.35
35 1
497.50 1
491.50
1 4R- ,-,
S. S.M. H.
2 -21
�=10171
308 +00 309 +00 310 +00
CITY OF
RENTON
°NE ""]' """ DATUM
e *I 8�, L Planning /Building /Public Works Dept.
IF IpT ONE Wdl
SCLLE /p:gigX0.T
CHECKED FOR COMPLIANCE T. CITY STANDARDS
Zf
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE:
STA. 300 +00.00 TO STA. 309 +98.38
1 ),3
I SS-031