HomeMy WebLinkAboutD-342637J
8" DIA PVC SAN SEWER
48" DIA CPEP SO
IE 15.46'
14" STEEL CASING
8" PVC IE 14.51'
ENCASE 13 LF 8" DIA
PVC SAN SEWER IN 14"
DIA STEEL CASING, SEE
/
SSMH #1
48" DIA MANHOLE
14" STEEL CASING
8" PVC IE 14.55'
48" DIA`CPEP SD
IE 15.46'
TYPE 2 CATCH BASIN, 84" DIA
CASING DETAIL, THIS 8" DIA PVC SAN SEWER
SHEET. CORE DRILL AND CONNECT
TO EXISTING MANHOLE.
RECHANNEL MANHOLE.
Z -1 - -----------------
FI 18" SS
- - -\ - - _--- - - - - -- - -�
✓ij - -- MH2383, 48" DIA
PLAN
INSTALL ADJUSTMENT RINGS
AS NECESSARY, 4" MIN.,
16" MAX. HEIGHT
II II
II �I
II II
IE 15.46'
STANDARD SOLID LOCKING
RING AND COVER
RIM EL 23.9'
FILL CB SUMP TO --- R'�- -A� bcu�u
IE OF 48" PIPE PCLFsY
WITH CONCRETE �/ PROFILE
SEE SHEET SD08
FOR TRENCH
BACKFILL DETAILS
C13 #1 DETAIL
SCALE: 1"=4'
ROSEWATER
CLIENTS I PEOPLEI PERFORMANCE
120i -BIRD AVENUE. SCUP ISCO
SEARiI.E, WASRINGTON "101 - 3033
WITH 14 " STEEL CASING
v�r�l
14" STEEL CASING
8" PVC IF 17.30' %- -SSMH #3, 48" MANHOLE
�I +I
TYPE 2 CATCH BASIN
84" DIA
� J) `- 12" DIA CPEP SD
EX 10 W 0
39.5' TO CROWN
��I
FF ------
�i CB #4A-
�u11 22" X 26"
CONC INLET
14" STEEL CASING 48" CPEP SD
8" PVC IF 16.48' 1 1 N% IE = 16.33'
- -I I
if % I\ 18" SS R
- - -- Ttt- ------------ - - - - -�
(� L MH2181
PLAN 54" MANHOLE
ENCASE 12 LF 8" DIA
PVC SAN SEWER IN 14"
DIA STEEL CASING. SEE
CASING DETAIL, THIS
SHEET.
INSTALL ADJUSTMENT RINGS
AS NECESSARY, 4" MIN.,
16" MAX. HEIGHT
T. 0. S.
EX 10" WATER
f 39" TO CROWNC)
II
II
I�
STANDARD SOLID LOCKING
RING AND COVER
IE 12" 21.77'
II
i
IE 17.7' 8 "PVC WITH 14" STEEL CASING
II
� PROFILE
SEE SHEET SD08�
FOR TRENCH
BACKFILL DETAILS C13 #4 DETAIL
SCALE: 1"=4'
1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING
SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1'
HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF
STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO
DELIVERY TO PROJECT SITE.
2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE
SURFACE OF CATCH BASIN.
3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH
CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING
INSTALLATION DETAIL ON THIS SHEET.
4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT
PIPE.
5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE
SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY).
6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION
REQUIREMENTS.
PLACE END SPACER MAXIMUM OF ONE
(1) FOOT FROM END OF CASING (TYP.)
-STEEL PIPE CASING
MAXIMUM DISTANCE
BETWEEN SPACERS _
SHALL BE SIX (6)
FEET O.C. I
12"
�- CASING SPACERS SHALL BE
MAXIMUM OF ONE (1) FOOT
FROM EACH SIDE OF PIPE
JOINT
SEAL END OF CASING WITH NEOPRENE CASING END
SEALS (CASCADE END SEALS OR APPROVED EQUAL)
CARRIER PIPE (PVC, SDR 35)
CASING SPACERS
CARRIER PIPE DIAMETER
6"
II
it
12" !
L,,- IL1
SSMH #1
48" DIA MANHOLE
14" STEEL CASING
8" PVC IE 14.55'
48" DIA`CPEP SD
IE 15.46'
TYPE 2 CATCH BASIN, 84" DIA
CASING DETAIL, THIS 8" DIA PVC SAN SEWER
SHEET. CORE DRILL AND CONNECT
TO EXISTING MANHOLE.
RECHANNEL MANHOLE.
Z -1 - -----------------
FI 18" SS
- - -\ - - _--- - - - - -- - -�
✓ij - -- MH2383, 48" DIA
PLAN
INSTALL ADJUSTMENT RINGS
AS NECESSARY, 4" MIN.,
16" MAX. HEIGHT
II II
II �I
II II
IE 15.46'
STANDARD SOLID LOCKING
RING AND COVER
RIM EL 23.9'
FILL CB SUMP TO --- R'�- -A� bcu�u
IE OF 48" PIPE PCLFsY
WITH CONCRETE �/ PROFILE
SEE SHEET SD08
FOR TRENCH
BACKFILL DETAILS
C13 #1 DETAIL
SCALE: 1"=4'
ROSEWATER
CLIENTS I PEOPLEI PERFORMANCE
120i -BIRD AVENUE. SCUP ISCO
SEARiI.E, WASRINGTON "101 - 3033
WITH 14 " STEEL CASING
v�r�l
14" STEEL CASING
8" PVC IF 17.30' %- -SSMH #3, 48" MANHOLE
�I +I
TYPE 2 CATCH BASIN
84" DIA
� J) `- 12" DIA CPEP SD
EX 10 W 0
39.5' TO CROWN
��I
FF ------
�i CB #4A-
�u11 22" X 26"
CONC INLET
14" STEEL CASING 48" CPEP SD
8" PVC IF 16.48' 1 1 N% IE = 16.33'
- -I I
if % I\ 18" SS R
- - -- Ttt- ------------ - - - - -�
(� L MH2181
PLAN 54" MANHOLE
ENCASE 12 LF 8" DIA
PVC SAN SEWER IN 14"
DIA STEEL CASING. SEE
CASING DETAIL, THIS
SHEET.
INSTALL ADJUSTMENT RINGS
AS NECESSARY, 4" MIN.,
16" MAX. HEIGHT
T. 0. S.
EX 10" WATER
f 39" TO CROWNC)
II
II
I�
STANDARD SOLID LOCKING
RING AND COVER
IE 12" 21.77'
II
i
IE 17.7' 8 "PVC WITH 14" STEEL CASING
II
� PROFILE
SEE SHEET SD08�
FOR TRENCH
BACKFILL DETAILS C13 #4 DETAIL
SCALE: 1"=4'
1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING
SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1'
HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF
STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO
DELIVERY TO PROJECT SITE.
2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE
SURFACE OF CATCH BASIN.
3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH
CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING
INSTALLATION DETAIL ON THIS SHEET.
4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT
PIPE.
5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE
SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY).
6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION
REQUIREMENTS.
PLACE END SPACER MAXIMUM OF ONE
(1) FOOT FROM END OF CASING (TYP.)
-STEEL PIPE CASING
MAXIMUM DISTANCE
BETWEEN SPACERS _
SHALL BE SIX (6)
FEET O.C. I
12"
�- CASING SPACERS SHALL BE
MAXIMUM OF ONE (1) FOOT
FROM EACH SIDE OF PIPE
JOINT
SEAL END OF CASING WITH NEOPRENE CASING END
SEALS (CASCADE END SEALS OR APPROVED EQUAL)
CARRIER PIPE (PVC, SDR 35)
CASING SPACERS
CARRIER PIPE DIAMETER
6"
8"
CASING DIAMETER
12" !
14"
MIN. CASING THICKNESS
0.25"
0.25'
SPACER BAND WIDTH
8"
8"
ANTICORROSION COATING THICKNESS:
CASING - 12 MILS DFT
NOTES:
1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. MINIMUM
RUNNER WIDTH SHALL BE 2 INCHES.
2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE:
A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE
WALL AT ALL TIMES.
B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF
CASING WALL TO PREVENT JAMMING 'DURING INSTALLATION.
SEWER CASING DETAIL
NITS
D- 342631
__..._.__. tiAIIVItF: AVt J kZjM 1l
1 R S VER "GAL: vE, 1 ,3 /1 IMPROVEMENTS PROJECT
DM)M HARRIS I AECOM 1 APPROVED FOR CONSTRUCTION .ti
� Q�� Wqs� �� DESIGNED. VARIES „ORIZONTPL: NAD 1983/1991 fIfL0800H:
�, KSMITH �' ,� CITY OF PHASE 1 PAGE:
DRAWN RENTON
10900 NE 8TH STREET, SUITE 750 1� DATUM =� SHATTUCK AVE S STORMWATER BYPASS oRAwNG N0:
BELLEVUE, WASHINGTON 98004 %N ` R. EDRALIN
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 °� aaeoe �� CITY OF RENTON DATE CHECKED: ONE NCH E Public Works Dept. STORM DRAINAGE & UTILITIES S'D06
OF '�s1>� �� M DE LILLA ^ „Or ONE�O„ DETAILS
"� L\ °G\ APPROVED: ACCORDINGLY MEET: 77 OF4j
_ ONAL '! FED AID NO.: ARRA- 0167(044)
NO. REVISION BY DATE JAPPR K. SMITH
C� 'h- 34�L57 D- I 2 7 3 4 2 E