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NOTES:
1. This project is to be built and constructed in accordance with the "Standard Specifications for
Municipal Public Works Construction", 1975 Edition prepared by the Washington State Chapter,APWA
and the City of Auburn Standards and Specifications.
2. Datum is USC b GS.•� mean sea level.
3. All elevations shown in parenthesis signify existing elevations and shall be verified in the
field prior to commencing any construction which is dependent on the existing elevations-
4. Distances shown hereon are along center lines and to center lines of all manholes and
structures.
5. Plug existing 8" sanitary sewer to the west after the new sanitary sewer is in operation.
6. Install 8" TES • Cap and seal for future connection WITH
& NDEU . FLLIG.
CUiR6 , GUTTER , SIDEWALK_ I PCG SURFACE TO
MATCH EX15T1NG
oRIVEWA.Y AREA. i PAVEME-MT
I � AREA WCUTP YE MENT
AREA,ON
GOLD MIX PATGN 1 N(S
WITH A.0 . 0VE RLAY
PAVEMENT.
COMPACTED
TRENCH l3AGKNLL
;� •. JM 5DR 35 PuG
• _ PIPE 13E00ING
= bALJ .A3T MATERIAL
n
PIPE 0 O t 2r- U
TYF1 CAL TRENCH SECTI ON
N0 GALE
AS QUILT
L.EGEND
EXIST.
WSW
EXIST.
NEW
tXa1N1TARY SE1+veR
8"5S
8`_55
METER E50X
IM
TELEPHONE
T
CATCH 5A51N
R1
WATER
W
WATER VALVE
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GAS
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FIRE HYOFI WT
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STORM 5EWER
to' 5T—
GAPPED/PLLJGG6D
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FV,0PEKTY LINE
--
p�ORI NCB
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5L0G . LI N E
PPO BE
O
EDGE OF AC/PCC
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ASPHALT GC�IJC,
A.G
SIGN POST
4
POIZTLAND cEM15KIT
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MANHOLE
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78
76
APPR D BY: rev. no. i dote description of revision
SANITARY SEWER RELOCATION FOR THE NEW AUBURN
DIRECTOR of IC WORKS CITY HALL — SANITARY SEWER IMP NO. 38
CITY OP AUBURN
CONTRACT NO. 77- 03 PLAN AND PROFILE
kpff
consulting engineers
anchorage, los angeles,
portland, Seattle
0 -70 g
dsn. R , I .
dwn. L. N .
ckd. R.I
date 77
prof. no 76P 14 4. 2
5HT. I GF
77 S3537 SH-I