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17
IS.S.M.H. #H2-08, TYPE 1-48"0l
STA. 100+08.77, 4.27' LT. r
INT'X STA. 100+00.00, ROAD "A"
STA. 19+93.97, SE 140TH ST
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH ® END
OF STUB
ELEV. 0
S.S. MAIN
DOWNSTREAM
S.S.M.H.
10
502.40
496.40
491.10
S.S.M.H. H2-29
11
500.60
494.60
490.19
S.S.M.H. H2-27
12
499.90
496.90
489.91
S.S.M.H. #H2-27
53
499.80
496.80
489.71
S.S.M.H. H2-28
54
501.80
495.80
480.44
S.S.M.H. H2-11
55
498.90
492.90
479.46
1 S.S.M.H. H2-11
AS -BUILT CERTIFICATION e /
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL �`
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
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED �• ,
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER EXPRESSED OR IM LI D.
e r4 U
DATE: _Y-Mmis Lq
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
e
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 At
SE 140TH ST ROAD C �-9 1.=50' HORIZ.
SFF 'H-ET SS-06 SEE SHEET SS-03 s,�� SCALE: ,"=,o' vERT.
f�
1 12 so 25 o so 100
2I PAD 0
-- I EL=498.90 A
V�
I _ T FACT i g ; 8 1 1
---------------- I I
- - _ - -- PAD ,, Vy ,
EL=49960 ,
.t9 0
' 1 10 Ft�►
STORM DRAINAGE 1 1 PAD "� , x X
1 FACILITY F 9 EL.=501.40 / Vs1 S
--- ------ /�� °o
- ROAD A x° -'
I0 101+00
1 -
1 103+ 0
137.8
j� L.F., �- -
! t 8"0 S.S o
1 86 56 ± N
1 55 54
PAD PAD
SE 140TH ST ROAD D EL.=497.90 EL.=500.80
SEE SHEET SS-06 SE SHEET SS-04 242.1 240 L.F.,
8"0 S.S
S.S.M.H. #H2-11, TYPE 1-48"0 S.S.M.H. #H2-12, TYPE 1-48"0
_ .
STA. 101 +46.60, 6.10' LT. STA. 103+89.1 1, 4.51 ' LT.
INT'X STA. 101 +52.00 ROAD "A"
STA. 900+00.00, ROAD "D"
530
520
510
500
490
470
460
52
00 105+00 / Q` 53 "
PAD /
EL.=498.80,
50.2
- 49- L. F. , S.S.M.H. fH2-28, TYPE 1-48"
8"0 S.S
65 STA. 106+52.57, 3.96' LT.
E S.S.M.H. #H2-29, TYPE 1-48"0
SILL SHEET SS-0 5 .
STA. 106+00.78, 6.71' LT.
INT'X STA. 105+42.01, ROAD "B"
INT'X STA. 103+92.01, ROAD "A" - STA. 705+96.84, ROAD "E"
STA. 300+00,.00, ROAD "C"
SUBCOLLECTOR ROAD A & SUBACCESS ROAD B
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PROJECT BOUNDARY
INT'X STA. 100+00.00,
ROAD
"A"
= STA. 19+93.97, SE
140TH
ST
FINISHED GRADE ELEV
0 INT.
= 483.21
i.P. ELEV = 482.18
L.P. STA = 100+54.29
INT'X
STA. 101 +52.00, ROAD "A"
PVI STA = 100+67.50
= STA. 900+00.00, ROAD "D"
PVI ELEV = 481.80
FINISHED GRADE ELEV 0 INT. =
487.28
A. D. = 8.48
K = 5.89
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to
50.00' VC
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ORIGINAL GROUND
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137.8 � L.F.,
8"0 PVC SDR-351S42.
0 S=
_ PVC SDR-35 S.S. Coc 5=1.7
6
-2418L.F.,
242.1
S.S.M.H. #H2-08, TYPE 1-48" S.S.M.H. #H2-1 1, TYPE 1-48"
RIM = 482.80 RIM = 486.85-
I.E. IN = - #-96 8"0 474.58 (E) I.E. IN = 4:76.37, 8"0 476.58 (N)
I.E. OUT = - .80 8"0 474.46 (W) I.E. OUT = 476.27 8"0 476.47 (S)
I.E. = 474.52, 8"0 (N) I.E. = 476.49, 8"0 (E)
H.P. ELEV
= 502.70
H.P. STA =
104+87.37
PVI STA
= 104+20
PVI ELEV
= 504.65
A. D. _
-8.48
K =
30.06
255.00' VC
INT'X STA. 103+92.01, ROAD "A"
=STA. 300+00.00, ROAD "C"
FINISHED GRADE ELEV 0 INT. = 501.19
INT'X STA. 105+42.01, ROAD "B"
= STA. 705+96.84, ROAD "E"
FINISHED GRADE ELEV 0 INT. = 502.20
0
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+ N
v7 0
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520
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510
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PROPOSED GRADE
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490
=
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S.S.M.H. 441-12-29 TYPE 1-48" 1 480
RIM = 599.84 50.2#� L.F.,
I.E. IN = 491.19, 6"0 490.98 „
I.E. OUT = 4 8"0 490.77 8 0 PVC
SDR-35 S.S.
@ S=1-.99% 1.24
S.S.M.H. H2-28 TYPE 1 -48"
RIM = 499.991-
I.E. IN = 498.38; 8"0 490.15
I.E. OUT = -498-28,, 8"0 490.03
S.S.M.H. #H2-12, TYPE 1-48"
RIM = 588.93
I.E. IN = 484.1 1,-8"4- 481.07 (W
I.E. OUT = 481.el, 480.83 �S)
100+00
101 +00
102+00
103+00
104+00
105+00
L sr�
.I L T I NG ENGINEERS L L C
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h
2
MYLAR SUBMITTAL
ESM
1/28/13
SURVEYED:
SCALES
VERTICAL NAVD 1988
33400 3ih Avenue South
I ® I
.-
3
1ST REVISION
ESM
/10/13
DESIGNED
• •
s
HORIZONTAL: NAD 1983/199'
Suite 205
Federal Way. WA 98003
y
4
REVISED MYLAR SUBMITTAL
ESM
09/19/13
www.esmcivil.com
FEDERAL WAY (M) 838-8113
EVERIM (425) 297-NM
42
�cO
5
ASBUILT SUBMITTAL
ESM
06/24/14
DRAWN:
0L
Civil Engineering Lond Surveying
Public Works I Project Management
Land Planning
( Landscape Architecture
SST
6
ASBUILT MYLAR
ESM
07/16/14
CHECKED:
ONE INCH
AT FULL SCALE
DATUM
S� L`
IF NOT ONE INCH
ESM JOB #1352-006-007
�(�
N0.
REVISION
BY
DATE APPR I
APPROVED:
SCALE ACCORDINGLY
106+00
107+00
�s CITY OF
RENTON
Planning/Building/Public Works Dept.
470
STRM
y S.E. 134TH FLREFr
rn
n a
S.E. 136TH
LIBERTY
H.S. _
rn rn
iTt 'rn
s.E.1II ( m
Mr,Yw"
M.S.
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 0 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.
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
AS -BUILT
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to
51
CD
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M
M
CD
CHECKED FOR COMPLIANCE TO CITY STANDARDS ipq
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD A & B PLAN AND PROFILE:
STA.100+00.00 TO STA. 107+50.00
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07/16/201
7ELDBOOK:
PAGE:
DRAWING NO:
SS-01
SHEET: OF:1