HomeMy WebLinkAboutWWP2703621.64A PORTION OF SEC 13, 14 & 247 TWP 23 N, RGE 5 E, WM, KING CO, WA
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15' PROPOSED SANITARY
SEWER EASEMENT
EXISTING SDCB �r J(CITY OF RENTON)
RIM = 428.22 1 FUTURE
IE 8" CF Q6.12 (NW) S S.M.H. #P2-01 , TYPE 1 -48"0
FUTURE 32 L,F ! STA,
12"0 PVC SDR-35 S.S N: 177481.N
@ S = 1,13% � ' E: _ -_ . - - . _ _ 1322454.18
160+55.13. OAO R
EXISTING SDCB 1 Ji FUTURE S.S.F.M.
RIM = 428.29 ' I L.L
IE 30" CPP=419.34 (W) 104
IE 8" CPP=421.59 (SE) ' �-
IE 30" rr -' -419.20 (SE) ` '
I 12"0 PVC C900 S.S. C� S
� FUTURE � LF, � �
100+ 7.95, 2.53 R
FUTURE
S.S.M.H. #P2-02, TYPE 1-54"
STA.
N : 177452.78
E: __ . _ _ . _ ._ 1322458.87
RIM = 428.93
/ ! % BOTTOM OF STRUCTURE=419.55-
RISER HEIGHT = 426.90
� x - CO" CPP r
/ EXISTING S.S.M.H.
RIM = 431.98
/ J BOTTOM OF STRUCTURE=419
RISER HEIGHT = 426.99
FUTURE 18 L.F.
12"0 PVC SDR-35 S.S.
@ S = 0,447. EXISTING S.S. VAULT
99+99.90, 0.87 R
/ N FUTURE
jr S.S.M.H. #P2-03, TYPE 1-40 w
/ STA.
r I 188+88,8&-
N: 4 ;z;z 4§9.S9 177451.31
' E: - __ - _ - . - _ 1322503.56
r I
I
WCHAINLINK FENi,L P
--4 - _ -
S.S.M.H. #H1-01, TYPE 1-60"0 - - --'- Q-'�
STA. EX. 6" PVC
N: 17750.67 9
E: ,:"' "' 1322440.1e Q EX. GAS
101 +59.22. 0.30 L P
P
D
- - - - - - - - - - .411111--2580-- -- - - _ _1 12X. -
102+00 103+00 W* LF,I 12"* C900 S.S. O S = - %4"
FUTURE SANITARY EXISTING S.S.M.H.
SEWER PUMP STATION RIM = 445.65
(BY OTHERS) I.E. 6" = 439.30
I.E. 6" = 437.95
EX GASS
0
EXISTING SDCB
RIM = 445.41
IE 6" PVC=441.42 (SW)
IE 12" ADS=441.14 (E)
iE 12" ADS=436.61 (E)
IE 12" ADS=436.36 (N)
IE 6" PVC=440.61 (N)
IE 15" ADS=436.33 (SW)
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a E . 12" ADS
EXISTING SSCO
o RIM = 443,46
COULD NOT OPEN
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EX. 12 Al
104+00
- EDGE OF PAVEMENT
_I-
14 L.F. 10"0 C900 S.S.
OS - 0, 40X
S.S. STUB W/CAP
STA. 104+31.13
N: 177837.35
E: 1322448.97
UMA6LE TO OBTAIN STUB AS -BUILT.
-DESIGN DATA SHOWN.
i -_
-
-M
S.S.M.H. #H1-02, TYPE 1-60*0
C
STA. STA. 200+00.00
CT
N: 177824.90
EX.
E: 1322446.70
-EX. �H
104+ 18.37, 0.83 L / 200+00.82,
0.83 L
15' PROPOSED
W
SANITARY
SEWER EASEMENT
Ch
(CITY OF
RENTON)
W
__. EXISTING SDCB W
....,... a RIM = 442.80
IE 12" ADS=438.26 (N)
SHED IE 12" ADS=437.99 (S)
�EX, 12" ADS IE 6" ADS=441.00 (E)
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o LIBERTY
HIGH SCHOOL
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AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE D
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY EPT PROFESSIONAL ENGINEERING
AND/OR SURV YIN% PRAT
o /I
'`• 41959
JONATHM , F�L.EN, L.S. NO. 41959 Lt►t�
DAT
EXISTINC
0 OF
a04
440
+w
+W
W
o0
-0
/
_
0-
a /
Q
� X
/
435
18.0 wq
W
32.7
FUTURE +frL.F.
�FUTURE
� L.F. /
120 PVC SDR-35 S.S.
12"0 PVC SDR-35
S.S. /
@ S = +489fr
@ S =
9.48%s /
0.447E
1.13% /
/
430
/
I,
I I
� II
I,
425
I
I I
1
I
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I 104.1 1.467K
--, �_
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f________________
FUTURE +98- L.F. 12"0 PVC C900 S.S. @ S =
FUTURE S.S.M.H. P2-03 TYPE
--------- -----------------------------------------
RIM = 439+88- 431.26
I.E. IN = 424.3f, 8"0
420
I.E. OUT = 44-.96612"0 425.22
FUTURE S.S.M.H. P2-01 TYPE 1 -48"
RIM = 429.G9- 429.40
UTURE S.S.M.H. P2-02, TYPE 1 -54"
I.E. IN = 423-;�fr, 12"0 424.71
I.E. OUT = ^'�6, 12"0 424.56
HALLOW MANHOLE
I M = 429.16
E. IN = 424.99, 12""0 425.14
415
E. OUT =- - o, 12"0 425.08
0
450
445
440
435
430
425
3-BUILT.
420
I.L. IN = -%66z - 1 L P 4LJ. IL I.E. IN = 135-88; 10" 0 437.57
I.E. IN = ^''�.r 12"0 (FUTURE) 423.04 (W/INSIDE DROP)
I.E. OUT = 122.9 , 18"0 (FUTURE PUMP STATION) I.E. IN = 426.523, 10"0 426.32
422.70 I.E. OUT = 426.9C9 12"0 426.03
100+00 100+40 100+80 101 +20 101 +60
102+00
102+40
102+80
103+20
103+60
104+00
104+40
SCALE: 1"=20' HORQ.
1*-5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT-01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
4. MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
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4 BRIARWOOD
,8 ELEMENTARY
SCHOOL
SE 136TH
ST
FI
O
LIBERTY
HIGH SCHOOL
1 r-�
SE 144TH
ST
Q)
Q MAYWOOD
MIDDLE
Q SCHOOL
KEY MAP
NOT TO SCALE
S=362 136
CHECKED FOR COMPLIANCE TO CITY STANDARDS
K �r�
SURVEYED: SCALE
FIRST SUBMITTAL ESM 12 ' 1 : DATE:
CONSULTING ENGINEERS L L. C D ` �P% ! BMI � VERTICAL: NAVD 1986
33400 8th Avenue S, Suite 205 I ®' I ( �o 1 SEWND SUBMMAL M pg �2 1 0=20* HORIZONTAL: NAD 1963/1991 AA l%�. HERITAGE PLAT SANITARY SEWER EXTENSION �/ /�1
,WARNING: Federal Way. WA 98003 2 SANITARY SEWER M � /��/12 DESIGNED v � � O � PAGEB OK:
��� ����, , 11 Rcs1�wna ON PHASE 1 (LIBERTY HIGH SCHOOLI
THE UTILITY LOCATIONS SHOWN www.esmcivii.com �RE77 (425) 297_9900 1 DRAWN: '_" R E N TO N PAGE:
3 AS -BUILT SUBMITTAL ESM /23/13 D.'L DRAWING N0:
Civil Engineering Land Surveying Land Planning ,�r� ONE INCH DATUM
Public Works Project Management I Landscape Architecture t tr`" CHECKED: FULL SCALE { Planning/Building/Public W Works k s Dept. t. PLAN AND PROFILE S S- O 1
ARE APPROXIMATE ONLY. DEPTHF�` r IF NOT ONE INCH P
6
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-020-011 �L EN �`,i,313 ��0. REVISION BY DATE APPR APPROVED: SCALEACCORDI"GLY SHEET: 5 "16
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