HomeMy WebLinkAboutD-296004PROVIDE KNOCKOUT Q
FOR 30 —IN FUTURE
CONNECTION �
CB X38
5 TYPE 1 CB W /BIDIRECTIONAL
VANED GRATE (TYP)
RIM = 123.00 (EX)
INV = 120.48 (12 ")
REPLACE IN EXISTING LOCATION
REMOVE EXISTING
- SEWER. SEE NOTE 1 --
4 CATCH BASIN
CONNECTIONS 12" CPE
(TYP) SEE C505 FOR
PROFILES
CB #3A
RIM = 123.32 (EX)
INV = 119.71 (12 ")
REPLACE IN EXISTING
LOCATION
3` PROVIDE KNOCKOUT
FOR 24 —IN FUTURE
CONNECTION
WATER LINE
\,- -LOCATION ADJUSTED
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6th AND MORRIS
PLAN rA�
SCALE: -1 "_ 10' C401
N OTES:
1. REFER TO CITY OF RENTON STANDARD DETAILS
PROVIDED FOR CONNECTION DETAILS AND OTHER
CON ST�U CTI O^N �RQUi.REM EN TS;
1 ; '2. CAP AND ABANDON EXISTING 12--IN CLAY SEWER AS ;
a
SHOWN PER CITY OF RENTON STANDARD DETAILS.
REMOVE INDICATED PORTION.
3. PROVIDE KNOCKOUT FOR 30 —IN AND 24--IN CPEP
PIPES FOR FUTURE CITY OF RENTON CONNECTIONS ON
CB #3 AT LOCATIONS SHOWN. CONNECT EXISTING 1
r PIPES INSIDE LARGER KNOCKOUT. PROVIDE SEPARATE
KNOCKOUTS FOR EACH PIPE.
.1 PROVIDE
4. KNOCKOUT FOR 24 —IN CPEP PIPE FOR ,
!\ FUTURE CITY OF RENTON CONNECTIONS ON CB #7 AT
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LOCATION SHOWN. CONNECT EXISTING PIPE INSIDE
LARGER KNOCKOUT. PROVIDE SEPARATE KNOCKOUTS
FOR EACH PIPE. -
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iRECORD SET
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t 1 'MODIFIED SIZES OF CB 3 & 7
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No. swp ft j�:� REVISION
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CB #3B
_RIM = 126.27 (EX)
INV = 123.50 (12")
REPLACE IN EXISTING LOCATION
CB #3C
RIM = 123.26 (EX)
INV = 120.53 (12")
REPLACE IN EXISTING LOCATION
CB #3 96" DIA -
RECONNECT EXISTING STORM PIPES. `
(TYP) VERIFY INVERTS OF EXISTING
> PIPES PRIOR TO CONSTRUCTION
,SEE NOTE 3
CB #7 108 it DI "A
(RECONNECT EXISTING STORM PIPES(TYP)
VERIFY INVERTS OF EXISTING PIPES r
i\PRIOR TO CONSTRUCTION
SEE NOTE 4
- COORDINATE REMOVAL OF EXISTING D
WATER LINE WITH INSTALLATION OF
STORM SYSTEM AS REQUIRED
CB #7A
RIM = 126.25 (EX)
INV = 123.54 (12 ")
REPLACE IN EXISTING LOCATION
CB #3D
RIM = 123.29 (EX)
INV = 120.79 (12 ")
REPLACE IN EXISTING. LOCATION
� PROViDE KNOCKOUT FOR 24-1
FUTURE CONNECTION
2200 Sixth Avenue
Tetra Tech/KCM, Inc. Suite 601
Seattle, Washington
1917 First Avenue 98121 -1820
_
EO Seattle, Washington 98101 206- 441 -9080
VC H 02/02 206 -443 -5300 Fax: 206- 443 -5372 HERRERA 206- 441 -9108 FAX
BY APP'D DATE ENVIRONMENTAL
CONSULTANTS http: / /Www.herrerainc.com
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24" D ,18" D 18" D
DESIGNED:
C"*MVo
DRAWN:
LAC
RECOMMENDED:
RB
APPROVED:
DD
i
i
CB #7C
TYPE 1 CB W /B:DIRECTIONAL
VANED GRATE (TYP)
RIM = 126.17
INV = 123.57 (12"")
REPLACE IN EXISTING LOCATION
CATCH BASIN CONNECTIONS
12" CPEP (TYP)
SEE C505 FOR PROFILES
18° D —
5th AND MORRIS
PLAN rff�
SCALE: 1 " =10' C402
I
CB #7D
RIM = 126.28 (EX)
INV = 123.04 (12 ")
REPLACE IN EXISTING LOCATION
COORD. REMOVAL OF 4 INCH
WATER LINE W /INSTALLATION OF
NEW 12" WATER MAIN.
REMOVE MANHOLE. CAP SEWER
TO EAST. REMOVE SEWER TO
NORTH ALONG ALIGNMENT OF
NEW WATER LINE (REMOVAL
LIMITS NOT SHOWN)
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CHECKED: DEPARTMENT O F NATURAL RESOURCES ')ATE:
EASTSIDE INTERCEPTOR SECTION 1 JULY 2001
SCALE: CAPACITY RESTORATION PROJECT FILE NO:
NOTED 423420
CITY OF RENTON UTILITY
DRAWING NO:
CONTRACT NO: King County STORM WATER C504
C030703C D ETAI LS NO: O
54 58
F V G
, � . „� �►�j�, � � SCANNED NOV -H7 2003
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