HomeMy WebLinkAboutWWP2703621.37476.42
26 L.F,, 12"0 PVC
S.S. 0 S=0,50%
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STA. 900+13.96, SE 137TH PI
162ND AVE SE
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FIRST FLOOR ELEV.
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91 L.F., 12"0 PVC S.S. @ S
S.S.M.H. #P2-04. TYPE 1-48"0
STA, , - 900+08.62, 4.78 RT.
RIM 476.20
LE IN = 469.69, 12"O469.50
I.E. OUT = 469.49 12lf0469.39
476.42
I.E. IN = 469.35, 12"0 E
CONNECT TO EXISTING
S.S.M.H. AND RE -CHANNEL
900+40
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1 -800-424-5555.
901+00
91 L.F., 12"0 PVC
S.S. @ S=0,50%
PID #4306500120
HOUSE #16203
FIRST FLOOR ELEV,=475,18
a
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A PORTION OF SEC 137 14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
i06500020
#16210
LOOK ELEV.=48
902+00
-
-240 L.F., 12"0 PVC
S.S. @ S=O,53%
S.S.M.H P2-05, TYPE 1-48"0
STA. 981 188.88, 6.88' RT7
900+99.66, 4.78 RT.
PID #4306500110
HOUSE #1621 1
FIRST FLOOR ELEV-=482,5(
306500030
#16218
'LOOR ELEV. =485.43
FL
306500090
#16219
7'LOOR ELEV = 483 31
SE 137TH PL.(LIBERTY LANE) - CITY OF RENTON
903 to
-1 50' R/W---+--
PID �4306500040
HOU E #16226
FIRST FLOOR ELEV,=485.23
NOTE.,
S.E. 137TH PL, IS A CITY OF RENTON STREET
ALL TRENCH RESTORATION SHALL BE PER CITY
OF RENTON CURRENT TRENCH RESTORATION
AND STREET OVERLAY DETAIL. PER SECTION
7,11.D (REQUIREMENT FOR PATCHING, OVERLAY,
OVERLAY WIDTHS) IF THE OUTSIDE OF THE
TRENCHING IS WITHIN THREE FEET (3') OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED,
904+00
-
186 L.F., 10"0 PVC
S.S, 0 S=1.00%
�S.S.M.H. P2-06, TYPE 1-48"0
STA. 983t,*8.68, 6.88' R;F_
903+39.93, 4.52
PID #43065
HOUSE #16227
FIRST FLOOR ELEV. =483.69
00
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STA, 6.99' RT-. 900+99.66, 4.78 RT
RIM = 477.38
I,E. IN = 4;z8.49 12"0 470.04
I.E. OUT = 44885_ 12"0469.92
901+20
®CONSUL T I N G ENG:NEERS L
33400 8th Avenue S_ SUle 205
Federa' Way VIA 98003
FEDERAL VAI (253) &-4-6113
www.esmcivil.com (425) 297-990C
Civil Engineering Land Surveying -andPlanning
Public Work., Project Manage ands cape Architecture
ESM JOB #1655-001-011
AS -BUILT CERTIFICATION -
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 ACCEPTED PROFESSIONAL ENGINEERING
AND/O SURVEYING PRACTICE,
JONATHAN D. KNRLEN, I .S, NO, 41959
DATE:
901+60 902+00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 MYLAR SuBmrrrm_
3 SANITARY SEWER REVISIONS
4 SANITARY SEWER REVISIONS
5 AS -BUILT SUBMITTAL t1l' NO. REVISION
902+40
12/
902+80
ESM
qESm22/06/11
1/04/12
J/
ESM
ESM
1/11/12
I/
ESM
412
m
10/09/12
DRAWN: DCL
ESM
04/23/13
-HFCKED u:
AN
BY
DATE
aPPR
APPROVED,
903+20
1 "=20 a
ONE INCH
AT FULL SCALE
IF NOT ONE !NCH
SCALE ACCORDINGLY
S.S.M.H. #P2-06. TYPE 1-48"0
STA. 99a 0 49, . 903+39.93, 4.52, RT.
RIM = 484.24+ 484.42
I.E. IN = 4;z4.64 10"0 471.55
LE. OUT 12"0471.25
903+60
904+00
VERTICAL: NAVD 1986
HORIZONTAL NAD 1983/1991,
C i -1 OF
RENTON
DATUM
Planning/Building/Public Works Dept.
495
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1"=20' HORIZ,
SCALE, 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-
BRIARWOOD
ELEMENTARY
> SCHOOL
00
SE 136TH ST
1-t
SE 137TH PL
Mao
LIBERTY
>
HIGH 1<
SCHOOL
rn
cfl
SE
144TH Sr
MAYWOOD-
MIDDLE
SCHOOL
KEY MAP
NOT TO SCALE
5-362 152
CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE.
ISSAQUAH SCHOOL DISTRICT 04/23/201
SANITARY SEWER EXTENSION - P2
�RAWNC NC
PLAN AND PROFILE: S.E. 137TH ST SS-01
STA 900+00.00 TO STA 904+40-00 SHEF- 5
(4
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