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(DALE HARTMAN 253- 372 -5364) FOR THE
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S.S.M.H. #H1 -02, TYPE 1 -60 "0
TA. 200 +00.00 /STA. 104 +16.99
S.S.M.H.
177823.44
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EX. POVJEP. ` o
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SEE SHEET SS -01
EX. G ills
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
2) �.. PVC > S.S.M.H. #Ht -04, TYPE 1 -4
�7 '� STA. 203 +06.99 xTRUO.N: 177930.05
e \ C. Olt � I � � \ E: 1322698.48 ; � i ( 1E PROPOSED SANITARY
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SEWER EASEMENT
(CITY OF RENTON)
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CONCRETE
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EXISTING SDCB
RIM = 45281
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CONTRACTOR TO COORDINATE WITH QWEST
(DALE HARTMAN 253- 372 -5364) FOR THE
RELOCATION OF EXISTING TELEPHONE LINES
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THE UTILITY LOCATIONS SHOWN °� � °
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NUMM WHOM
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I.E. IN 451.46, 1
I.E. OU1 = 451.36,
202 +80 203 +20 203 +60
W s� CITY OF
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Planning /Building /Public Works Dept.
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SCALE: I " =20 HORIZ.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 O 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.
KEY MAP
NOT TO SCALE
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CHECKED FOR COMPLIANCE TO CITY
HERITAGE PLAT SANITARY SEWER EXTENSION
PHASE 1 (LIBERTY HIGH SCHOOL)
PLAN AND PROFILE
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PLAN AND PROFILE
PACE
DMWIW "D:
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