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STA. 503+43.67, 3.50' LT.
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CONTROL MONUMENT #116
STA. 501 +57.54, 14.25" RT.
N: 178031.6592
E: 1322625,8698
STA, 503+31.04, 63.97' RT.
1" S. S. F.M.
STA. 503+30.11, 73.31 ' RT.
2" S.S.F.M.
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A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA TRANSITION FROM INTERIM
TO PERMANENT S.S.F.M.
STA. 506+42.69, 13.50' LT. STA. 506+52.67, 24.21 ' LT.
S.S.C.O. #1 1" S.S.F.M. 2" S.S.F.M.
EXISTING POWER STA. 505+08.94, 13.50' LT.JEXISTING OVERHEAD INT.
POLE WER SEE S EET SS-02 STA. 506+68.44, SE 136TH ST
—� — P — P — — — — — _ = STA. 101+71.63, 168TH AVE SE
P ! W 1 CONTROL MONUMENT #202
T..-H DITCH P T-- — — — — _N: 178014.1230
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STA. 503+32.80, 119.49' RT.
N: 177914,6979
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PID #7229800010
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FUTURE S.S.M.H. #H 1-06
SEE HERITAGE PLAT SANITARY SEWER
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503+60
504+00
504+40
CONSULTING ENGINEERS L L C
WARNING:
e 2t 0 Street
Bld Sg C,Suite
Blduit
1 ®1 + 1 � 1
Federal Way, WA 98003
FEDEWL WAY (253) 838-6113
THE UTILITY LOCATIONS SHOWN
www•esmcivil.cor�
9900
ELLENSBURG (509) 962-2608
ELLENS 4z5) M2-2.
5
ARE APPROXIMATE
ONLY. DEPTH
Civil Engineering Laid Surveying
Public Works 1 Project Nanagement
Land Planning
1 Landscape Architecture
Q
STE
UNKNOWN. CALL
1-800-424-5555.
ESM JOB #1655-001-01
1
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504+80
0
RRST SUBMITTAL
1
SECOND SUBMITTAL
2
MYLAR SUBMITTAL
NO.
W/DOUBLE SWEEPING WYE
RIM = 463.33
I.E. = 460.68, TO HDPE
505+20
REVISION
505+60
TRANSITION FROM INTERIM TO_
PERMANENT 1'0 S.S.F.M.
506+00
ESM 11/22/11 SURVEYED:
ESM 12 23 11 DESIGNED:
ESM 1/11/12am
DRAWN:
CHECKED,
— A,P P R APPROVED:
506+40
SCALE:
1 a=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
506+80
465
460
455
450
445
440
S 361605
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 1983/1991 CITY OF
PENTON
DATU M
Planning/Building/Public Works Dept.
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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NOT TO SCALE
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION
PLAN AND PROFILE: S.E. 136TH ST.
EXISTING S.S.M.H. TO 168TH AVE. S.E.
DATE:
01/11/201
FIELDBOOK:
PAGE:
DRAWING NO:
SS-01
SHEET: 5 "14