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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
0
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S.S.M.H. #H2-31, TYPE 1-48"0
¢ INT'X STA. 903+31.079, ROAD "D'
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STA. 904+81.05, 4.64' RT.
ROAD A 56 5� 58 59
79
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S.S.M.H. 2-32, TYPE 1-48"0
INT'X STA 900+00.00, ROAD "D" SEE SHEET SS -01 EL=488.00 EL=489.50 PAD PAD
EL=492.80
74 75
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- STA. 101+52.00, ROAD 'A' � EL=496.10
PAD PAD
ROAD EL=498.10 - ° =49B.Bo
PAD
sT 10.3' RT.
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8AD 85
EL= 487.90 I PAD
EL=489.50
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE �. PL
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY 9,��ao9 SA /
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED _ 4'
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER EXPRESSED
V g �Oh4c u�
DATE: 7-
U to
± ± 332.2
334 L.F.,
8"0 S.S
84 83
PAD PAD
EL.=493.30 EL =494.50
STtho z
S.S.M.H. #H2-30, TYPE 1-
STA. 903+26.12, 5.74' RT.
MINOR ACCESS ROAD D
1 77
PAD
L=� EL -501.60
78
l�
P,
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W
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PROJECT BOUNDARY
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
%
154.9 0+
+
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8"0 S.S
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AD EL= 8.80
PAD
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EL= 9.50
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499.10
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MANHOLES LOCATED IN DRIVEWAY
S. S.M. H.
H2-31
APPROACHES SHALL BE SET TO FINISH
502.60
496.60
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MINOR ACCESS ROAD D
1 77
PAD
L=� EL -501.60
78
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PROJECT BOUNDARY
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
530
520
INT'X STA. 900+00.00, ROA
= STA. 101+52.00, ROAD '
FINISHED GRADE ELEV O IN
500
490
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470
460
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530
520
INT'X STA. 900+00.00, ROA
= STA. 101+52.00, ROAD '
FINISHED GRADE ELEV O IN
500
490
I 'Ni4m
470
460
900+00 901+00 902+00 903+00 904+00 905+00 906+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
CALL 1-800-424-5555.
�Yi 3:w00 M Avenue south I ® I ®I I
s"hep3Qf
F e,ei We,, WA 98003 eAetr =
www.esmciviLcom
Mme �,„"„"", „n, S,",,,,,, a A,.eih„
`ulec"""ero"t"e""°"""" I ""- pe h.em6
-4
maim
3 1ST REVISION ESM 09/10/13
.q
REVISED MYLAR SUBMITTAL ESM 09/19/13
5 ASBUILT SUBMITTAL ESM 06/24/14
°1d"It'
OUL
ASBUILT MYLAR ESM 07UNKNOWN.
LOCATED ONLY. CONTRACTOR TO VERIFY
ESM JOB #1352-006-007NO.
REVISION BY DATE I APPR
"
S.S.M.H.
H2-11
CONSTRUCTION.
490.50
2.
FOR TRENCH SECTION SHEET DT -01.
S.S.M.H.
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
493.80
487.80
PROJECT
BOUNDARY
H2-11
SS -09. SEWER STUBS TO THE
499.10
493.10
PROPERTY LINE SHALL BE 6 -INCH O 2%
S. S.M. H.
H2-30
SLOPE FROM MAIN TO RIGHT-OF-WAY
1 499.80
493.80
H.P. ELEV
= 501.31
L.P. LEV = 500.195
UNLESS OTHERWISE NOTED.
501.00
4.
MANHOLES LOCATED IN DRIVEWAY
S. S.M. H.
H2-31
APPROACHES SHALL BE SET TO FINISH
502.60
496.60
GRADE. MANHOLES LOCATED IN
H.P. STA
= 905+67.9
LP. STA = 906+1.26
500.50
494.50
MINIMUM OF 6" AND A MAXIMUM OF 12"
S.S.M. H.
INT'X STA.
903+31.(7,
ROAD "D"
493.80
2'DIA. CONCRETE RING POURED AT
S. S.M. H.
STA
905+626B
PVI ST = 906+18.54 INT'X
492.60
PAVED AREAS, COVER MUST SLOPE IN
S.S.M.H.
H2-30
= STA.
700+00.00,
ROAD "E"
487.31
_
H2-11
-PVI
PVI EL
- 501.52
PVI ELEV 500.73 = STA
486.46
S.S.M. H.
H2-11
84
FINISHEDGRADE
EL
O INT. =
496.88
H2-11
85
A.D.
- -3.40
A.D, 3.55 FINISH
S.S.M. H.
H2-11
86
488.90
482.90
478.68
S.S.M.H.
H2-11
KS
1
L
- 486.63
iI
4 Cl
50 00' VCS
L.P.A =
STA =-900+39.60_
-- -
--PVI -STA -�-900-+50
-
- - --
---- - -- - -
- PVIi
- -
gT,� gOZ
25
-
---
-00
00
-I--
- - a
PVI ELEV
= 486.28.
PVI
ELEV = 4944yy
76
`^°•
N,
to
�� M� n ^
ry
A.D.
6.85
A.D. _ -2.8p
PROPOSED
GRADE
M1
+
�I
ro °i� a4
+� +•- +1
K=7.30
K=35.13
®rE
0
rn
nI,
00 00 0
'D'
50.0
VC
100.00' VC
4"
= 487.28
^ 7
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N
ORIGINAL
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GROU
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� 1.89%
L!
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---
4
-
--QVC
50 R_35_ S.S.
5-a�
3.53%
....._. __
--___-
S.S.M.H. N2-31
I
TYPE
1-48"
S.M.H. H2-32
TYPE
1. 48"
__._
_____
191.64
_. -
8 m
332.2 33j''LF
II..E. IN - 4,91.99;
6"0
(NW)
1
E. IN -
6"0 492.84
(NE)
I.E. IN 49i
-:BG 8"0
91.38 (SE)
I�E.
OUT = 42-9&
8"0492.59
(NW)
I.E. OUT =49146
8"0491.24
(W)
51.
I.E. IN -
6"0
S)
8z
L.F.,
#112-11.TYPE
1-48"
_
_..
S.S.
RIM
491.48,
.H. H2 30
=
TYPE 1-48'
8"0I
PVC
--ilm..
E. IN -476:37;
1.E. OUT =
8"4 4
8"0476.47
6.58 (N))
(S)
I.E. 1
I.E.
--.
488-78-
UT -
8"0 488.31
8"0 488.23
(E)
(W)
2.33%
.E. IN = 47
.49, 8"0 (EE
LE. I
=488.36,
8'0 (N)
900+00 901+00 902+00 903+00 904+00 905+00 906+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
CALL 1-800-424-5555.
�Yi 3:w00 M Avenue south I ® I ®I I
s"hep3Qf
F e,ei We,, WA 98003 eAetr =
www.esmciviLcom
Mme �,„"„"", „n, S,",,,,,, a A,.eih„
`ulec"""ero"t"e""°"""" I ""- pe h.em6
-4
maim
3 1ST REVISION ESM 09/10/13
.q
REVISED MYLAR SUBMITTAL ESM 09/19/13
5 ASBUILT SUBMITTAL ESM 06/24/14
°1d"It'
OUL
ASBUILT MYLAR ESM 07UNKNOWN.
LOCATED ONLY. CONTRACTOR TO VERIFY
ESM JOB #1352-006-007NO.
REVISION BY DATE I APPR
"
AT fVLL SVIE
"D"
TA. 906+71.39, ROAD "D"
25+36.97, SE 140TH ST
:D GRADE ELEV O INT. = 501.81
520
510
IR,
�T#1
wi;L
470
460
907+00
wmrwi, r«W c� CITY OF
xwezaOAi xm t9m/�W,
ba
RENTON
DATUM
Planning/Building/Public Works Dept.
IBM
H.S.
WYNow
M.S.
KEY MAP
NOT TO SCALE
NOTES:
C
SEWERS
o
LOTS
z
EXISTING UTILITIES ARE SURFACE
m
DOWNSTREAM
S.S.M.H.
LOCATED ONLY. CONTRACTOR TO VERIFY
489.00
483.00
LOCATION AND ELEVATION PRIOR TO
S.S.M.H.
NOTES:
SANITARY SIDE
SEWERS
o
LOTS
1.
EXISTING UTILITIES ARE SURFACE
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
LOCATED ONLY. CONTRACTOR TO VERIFY
489.00
483.00
LOCATION AND ELEVATION PRIOR TO
S.S.M.H.
H2-11
CONSTRUCTION.
490.50
2.
FOR TRENCH SECTION SHEET DT -01.
S.S.M.H.
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
493.80
487.80
SEWER CONNECTION DETAIL SHEET
S. S.M. H.
H2-11
SS -09. SEWER STUBS TO THE
499.10
493.10
PROPERTY LINE SHALL BE 6 -INCH O 2%
S. S.M. H.
H2-30
SLOPE FROM MAIN TO RIGHT-OF-WAY
1 499.80
493.80
THEN UP TO SEWER STUB ELEVATION
S. S.M. H.
H2-30
UNLESS OTHERWISE NOTED.
501.00
4.
MANHOLES LOCATED IN DRIVEWAY
S. S.M. H.
H2-31
APPROACHES SHALL BE SET TO FINISH
502.60
496.60
GRADE. MANHOLES LOCATED IN
S.S.M.H.
H2-32
UNIMPROVED AREAS ARE TO BE SET A
500.50
494.50
MINIMUM OF 6" AND A MAXIMUM OF 12"
S.S.M. H.
H2-31
ABOVE FINISH GRADE, OR MUST HAVE
i
493.80
2'DIA. CONCRETE RING POURED AT
S. S.M. H.
H2-30
GRADE. WHERE MANHOLES LOCATED IN
498.60
492.60
PAVED AREAS, COVER MUST SLOPE IN
S.S.M.H.
H2-30
ALL DIRECTIONS TO MATCH PAVING.
497.40
5-362167
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD D PLAN AND PROFILE:
STA. 900+00.00 TO STA. 906+71.39
AA %-`7> I<07
PILL
SS 04
R
9
g
SANITARY SIDE
SEWERS
o
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
56
489.00
483.00
478.50
S.S.M.H.
H2-11
57
490.50
484.50
481.54
S.S.M.H.
H2-11
58
493.80
487.80
482.40
S. S.M. H.
H2-11
74
499.10
493.10
490.32
S. S.M. H.
H2-30
75
1 499.80
493.80
490.80
S. S.M. H.
H2-30
76
501.00
495.00
491.99
S. S.M. H.
H2-31
77
502.60
496.60
493.13
S.S.M.H.
H2-32
79
500.50
494.50
491.99
S.S.M. H.
H2-31
80
499.80
493.80
490.37
S. S.M. H.
H2-30
81
498.60
492.60
489.89
S.S.M.H.
H2-30
82
497.40
491.40
487.31
S. S.M. H.
H2-11
83
495.50
489.50
486.46
S.S.M. H.
H2-11
84
494.30
488.40
482.56
S.S.M. H.
H2-11
85
1 490.50484.50
482.00
S.S.M. H.
H2-11
86
488.90
482.90
478.68
S.S.M.H.
H2-11
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD D PLAN AND PROFILE:
STA. 900+00.00 TO STA. 906+71.39
AA %-`7> I<07
PILL
SS 04
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