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FUTURE INTERIM
2"0 SANITARY
SEWER FORCE MAIN
EXISTING S.S.M.H.
RIM = 460.88
IE=445.18 CTR. CHANNEL
j (IN SE, OUT W)
7
F
A PORTION OF SEC 137 14 & 247 TWP 23 N, RGE 5 E, WM, KING CO, WA
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--- __- ___ __,...,_-_____-- SE 136TH STREET I mw
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FUTURE 2"0 SANITARY SEWER
FORCE MAIN
EXISTING SDCB 1 j
RIM = 463.92 207+32.56, 0.80 LT / 299+98.96, 1.46 LT
IE 6" RCP=461 .50 (S) 0 / 15' PROPOSED SANITARY S.S.M.H. #H1-06, TYPE 1-48"0�
SEWER EASEMENT STA. 207+30.95 STA. 300+00.00
N: 1 928.28 177929.07
E TR CURB 7 E: 1 znz1122. . 1323124.05 �
0
205+00
206+00�
I
207+00
EDGE OF
4zz4LF, 10"OPVCSDR-35S.S.C�DS=4�fr
PAVEMENT -_-424-6-------_0.92%--
----�'------------
RIM = 463.42
e 4
� APPROXIMATE LOCATION
IE
10" ADS=457.72
(W)
Z 0
OF EXIST. SOLAR PANELS
(ER1iLAl
IE
10" ADS=458.50
(E)
0 0
IE
6" RCP=457.97
(E)
f
IE
6" RCP=457.77
(N)
0 CONCRETE
-
Ex 10" ADS
A✓_ CURB
I EXISTING SDCB
CONCRETE RIM = 460.92
o IE 6" PVC=459.17 (S)
I IE 12" ADS=458.35 iE
465
460
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+
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N
455
.W
w
W =
450
Z_
J W
w
= N
445
cQ
440
435
204+00
204+40
WARNING. -
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
EXISTING SDCB
RIM = 461.22
IE 12" ADS=457.52 (E)
IE 12" ADS=457,67 (W)
IF 8" PVC=458.24 (S)
LIBERTY
HIGH SCHOOL
PID #1323059038
EXISTING SDCB
RIM = 463.08 FIRE LANE
IE 10" ADS=457 18 (E)
IE 12" ADS=457.16 (W)
EX. 8" PVC \�
IE 15" ADS=457,1 1 (S)
I EXISTING SDCB aS
RIM = 461.07 (W) f
z ' IE 10" ADS=461.07 (W)
o ! j IE 10" ADS=461.22 (S)
I IE 8" PVC=461.13 (E)
( EX,I 15" ADS IE 6" RCP=461.14 (N) m
EXISTING GROUND
® OF PIPE
424.E 0.92%
.4PVC SDR-35 S.S. S
4-"L.F. 10 �
205+20
® 8thA Avenue S.Su e205 3 40CONSULTING ENGINEERS LLC
'
Federal Way. WA 98003
FEDER"' WAY c�> M-ef,3 1
WWW.esmcivii.com MRM c425> 297-9900
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB # 1352-020-011
205+60
206+00
0 RRST SUBMITTAL ._.
1 SECOND SUBMITTAL
2 SANITARY SEWER REVISIONS
3 AS -BUILT SUBMITTAL
2;)131 NO.
REVISION
206+40
c.,
6
2;)131 NO.
REVISION
206+40
c.,
6
o
0
'
0
1
t
SEE SHEET SS-04
S.S.M.H. #H 1-05. TYPE 1-60" 1
RIM = 466AG 465.27
I.E. IN = 456.54, 8"0 455.52
I.E. OUT =456944, 10" 0 455.13
207+20
465
460
455
450
445
440
435
207+60
n
SCALE: 1"=20' HORIZ.
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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LIBERTY
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SE 144TH ST
MAYWOOD
MIDDLE
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SCHOOL
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACC TED PROFESSIONAL ENGINEERING
AND/OR SURVEYI G PRACT1011R.
J0NATHAI /KA LEN, L.S. NO. 41959
DATE:
S=362 138
KEY MAP
NOT TO SCALE
CHECKED FOR COMPLIANCE TO CITY STANDARDS
.SM 12 05 11 SURVEYED: SCALE: DATE:
*-20' HORIZONTAAL-L- NADO1983/1991 ,, (/� Y HERITAGE PLAT SANITARY SEWER EXTENSION 04/23/20t
ESMI/i4�/l
� 12 DESIGNED: �/ T I 0 � FlELDBOOK:
ESM2 PHASE 1 (LIBERTY HIGH SCHOOL) PAGE:
2313 DRAWN: ML _ R E N T O N
om I ONE INCH DATUM DRAWING NO:
CHECKED- 11
I
ANAT FULL SCALE I Planning/Building/Public Works Dept. PLAN AND PROFILE SS-03
`\ iF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: � OF:1
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