HomeMy WebLinkAboutSWP2702960.44
3
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C,
A
PROVIDE KNOCKOUT Al
FOR 30— I N FUTURE
CON N,,CTI ON
CB #3B
TYPE 1 CB W/BIDIRECTIONAL
VANED GRATE (TYP)
RIM = 123.00 (EX)
INV = 120.48 (12")
REPLACE IN EXISTING LOCATION
Al
EMOVE EXISTING
SEWER. SEE NOTE 1
CATCH BASIN
CONNECTIONS 12" CPEP —
(TYP) SEE C505 FOR
PROFILES
CB #3A
RIM = 123.32 (EX)
INV = 119.71 (12")
REPLACE IN EXISTING
LOCATION
PROVIDE KNOCKOUT A
FOR 24—IN FUTURE
\ CONNECTION
WATER LINE
LOCATION ADJUSTED
0
4"
�4" G
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6th AND MORRIS
PLAN
NOTES:
1
REFER TO CITY OF RENTON STANDARD DETAILS
PROVIDED FOR CONNECTION DETAILS AND OTHER
C 0 N_S TAU Q TI QA, RE_Q QTR E M E IN TS .
0 -'2
CAP AND ABANDON EXISTING 12—IN CLAY SEWER AS
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
PIPES INSIDE LARGER KNOCKOUT. PROVIDE SEPARATE
KNOCKOUTS FOR EACH PIPE.
4.
PROVIDE KNOCKOUT FOR 24—IN CPEP PIPE FOR
FUTURE CITY OF RENTON CONNECTIONS ON CB #7 AT
LOCATION SHOWN. CONNECT EXISTING PIPE INSIDE
LARGER KNOCKOUT. PROVIDE SEPARATE KNOCKOUTS
FOR EACH PIPE. - -
24" D
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
0
CB #3 96" DIA
RECONNECT EXISTING STORM PIPES.
(TYP) VERIFY INVERTS OF EXISTING _
PIPES PRIOR TO CONSTRUCTION
SEE NOTE 3
CB #7 108"-
I
RECONNECT EXISTING STORM PIPES(TYP)
VERIFY INVERTS OF EXISTING PIPES
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
PROVIDEvKNOCKOUT FOR 24-��J
FUTURE CONNECTION
_ CB #7C
TYPE 1 CB W/BIDIRECTIONAL
VANED GRATE (TYP)
- -- r- RIM = 126.17
INV = 123.57 (12")
-- REPLACE IN EXISTING LOCATION
5th AND MORRIS
P LAN nB�
SCALE: 1 "-1 0' C402
CATCH BASIN CONNECTIONS
12" CPEP (TYP)
SEE C505 FOR PROFILES
18" D
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)
D4mam-29P6004
DESIGNED: CHECKED: DEPARTMENT OF NATURAL RESOURCES
3 2200 Sixth Avenue JULY 2001
Tetra Tech/ KCM Inc.
Suite 601 CVH,MVO EASTSIDE INTERCEPTOR SECTION 1
Seattle, Washington DRAWN: SCALE: CAPACITY RESTORATION PROJECT FILE No:
98121-1820 LAC NOTED 423420
n 1917 First Avenue
4:EH
RECORD SET 06 /0 Seattle, Washin9 ton 98101 206-441-9080 RECOMMENDED: C I TY OF RENTON UTILITY DRAWING NO:
1 MODIFIED SIZES OF CB 3 & 7 CVH 02 02 206-441-9108 FAX STORM WATER C504
206-443-5300 Fax- 206-443-5372 HERRERA R6 CONTRACT No: King County
ENVIRONMENTAL APPROVED:
No. Swp -j�_j REVISION BY APP'D DATE CONSULTANTS http://www.herrerainc.com DID
C030703C D ETAI LS SHEET No: 54 oF58
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