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OucT BANK
SHEET NOTES:
REFERENCE NOTES:
O3 AFTER NEW SEWER MAINS HAVE BEEN TESTED, ACCEPTED
I. SEE SHEET G -2 FOR GENERAL NOTES.
lO CONSTRUCT NEW 6 PVC SIDE SEWER W/ CLEANOUT. CONNECT TO AND ALL SERVICES TRANSFERRED TO NEW SEWER MAIN,
EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE REMOVE AND DEMOLISH EXIST. M.H. TO TWO FT. BELOW GRADE
2. PROTECT ALL UTILITIES.
SEWER W/ CONCRETE.
AND PLUG EXIST. SEWERS W/ CONCRETE (2 C.F., MIN. PER PLUG)
DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR
20 CONSTRUCT 48 "DIA. M.H. PER CITY OF RENTON STANDARD
AND BACKFILL M.H. W/ SAND.
PLAN,
J. SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW
DWG. BR28 (SP PAGE B07I). CONNECT TO EXIST. PIPES (WHERE ® CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN.)
TESTED AND ACCEPTED SEWER MAIN.
SHOWN).
AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED.
5) CONSTRUCT NEW 6" D.I. SIDE SEWER W/ CLEANOUT. CONNECT TO
EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE
SEWER W/ CONCRETE.
340
330
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�fn LINE A - PROFILE
�• HORIZ.: I "= 20'
oe WA39r VERT.: I" = l0'
m CITY OF RENTON
M � DEPARTMENT OF PUBLIC WORKS
HIGHLAND SEWER REPLACEMENT
' REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS
LINE 'A' PLAN AND PROFILE
W WP -13 - 04 88
SUBMITTED WARNING
7%` LL� /6%2 0 fZ 1
R. C. E
a
1-0 93
Egs �1 STit QlyG� PL N REVIEW DATE
TONAL
STA. 29 +00 TO STA. 35 +00
DESIGNED: 5D: DATE: 3 93 FILE NAME:
OJEC ENGINEER . N0. �1
!2``,,,,� IF THIS BAR DOES
7(0'7 �}{/1L 41 NOT MEASURE I'
THEN DRAWING IS
EXPIRES: 12/13/ WASTEWATER UTILITY DATE
DRAWN: OPA
SCALE: AS NOTED FIELD Boalt: P4GE:
8660 DDIZ4VONFT -4S CiutT D61P JEB o2/Lk G /YiQ CHECKED: {�
JAMES M.MONTGOMERY R. C. E. NO. DATE
CONSULTING ENGINEERS, INC. NOT TO SCALE.
NO.
REVISION BY APPR. DATE SHEET: C -% OF:
IT I I I I I AI I I I A I I I I I_ I I — s si I i I I I A I 1 I IA I I I 1 i