|
0
<br />- O� SAND
<br />COMPACTED
<br />0.30" TO 85%
<br />O D I __ 10" O.D. 10" MIN.
<br />Min. �l 2 f Min. (NP )
<br />O.D.+ 20" Min. O.D.+ 20" Min.
<br />SHAPED BEDDING SAND BEDDING
<br />BEDDING DETAILS
<br />TRENCH REPAIR
<br />oo-
<br />2/3
<br />O.D. - T
<br />1.0'
<br />0.30"
<br />10" SOIL CEMENT OR
<br />(T•P) CONTROLLED DENSITY
<br />FILL
<br />SOIL CEMENT BEDDING
<br />O.D.+ 20" Min.
<br />ROCK BEDDING
<br />O.D.+12"
<br />10" MI
<br />+
<br />4" PIPES
<br />1'-0"
<br />MAX.
<br />LAYERS TO A MINIMUM j
<br />RELATIVE COMPACTION
<br />OF 859.
<br />STRUCTURE BACKFILL:
<br />— COMPACT IN 6" LAYERS TO A
<br />MINIMUM RELATIVE COMPACTION
<br />OF 859.
<br />10" MIN. 10" MIN.
<br />2,_6" ..
<br />MIN.
<br />VARIABLE
<br />6"
<br />TYP.
<br />CLASS "B"
<br />CONCRETE
<br />BACKFILL DETAILS
<br />-0"
<br />n
<br />C
<br />00
<br />A
<br />ELEVATION
<br />6" & 8" PIPES
<br />O.D.+12" C.O.S. STANDARD SPECIFICATION SECTION 100.
<br />4. TRENCH RESURFACING OUTSIDE OF PAVED AREAS SHALL
<br />CONSIST OF 6" NATIVE SOIL BACKFILL COMPACTED TO 859
<br />AND SURFACED AS REQUIRED TO MATCH SITE CONDITIONS.
<br />10" MIN. 5• THE EXIST. A.C. PAVING ON FRESNO AVE. IS ESTIMATED
<br />TO BE 17" IN THICKNESS. TRENCH RESURFACING SHALL
<br />BE 18" DEEP -LIFT A.C. (TYPE B) IN THESE SECTIONS.
<br />TYPICAL TRENCH BACKFILL
<br />CAST IRON FRAME AND COVER
<br />GROOVE FILLED WITH MORTAR BEFORE
<br />INSTALLING CAST IRON FRAME AND COVER 5
<br />SEE DETAIL 23
<br />PRECAST REINFORCED CONCRETE GRADE
<br />ADJUSTMENT RINGS 2", 3", 4", & 6' HIGH
<br />PRECAST REINFORCED CONCRETE TAPERED
<br />- SECTION TO BE IN ACCORDANCE WITH
<br />APPROVED MANUFACTURER'S DIMENSIONS
<br />TONGUE AND GROOVE JOINTS
<br />FOR MORTAR. MORTAR ALL GRADE
<br />RINGS AND SECTIONS WITH 2:1 MIX.
<br />--PRECAST REINFORCED CONCRETE MAINTENANCE
<br />HOLE PIPES, ASTM DESIGN. C-478, ADJUST TO
<br />PROPER ELEVATION. (1', 2', 3', & 4'
<br />SECTIONS AS REQUIRED.)
<br />—WATER TIGHT JOINTS (GROUT)
<br />SECTION A -A
<br />1
<br />23
<br />CLEANOUT BOX
<br />WITH COVER
<br />NEW SERVICE CLEANOUT
<br />SEE DETAIL 3
<br />23
<br />.L
<br />R/W
<br />VARIES: 50' TO 60'
<br />(LIMITS OF CLEARING AND GRUBBING)
<br />E.P.
<br />VARIES 2'
<br />r= II
<br />VARIES: 12' TO 18'
<br />EXISTING C.G.&S
<br />(IN SOME LOCATIONS) INSTALL WYE FITTING WITH
<br />4" BRANCH AT SERVICE
<br />LATERAL LOCATIONS. -
<br />45' (MAX.)
<br />NEW SEWER
<br />NEW 4"0 SERVICE LATERAL
<br />USE 6"0 SERVICE LATERAL
<br />FOR COMMERCIAL SERVICES
<br />INSTALL LATERAL UNDER C.G.&S. NOTE:
<br />BY BORING. EITHER BORING OR 1. PROVIDE 30" MIN. CLEARANCE BETWEEN
<br />PIERCING METHOD MAY BE USED. SEWER AND WATER SERVICE.
<br />SEE C.O.S. STD. DWG. NO 5
<br />FOR OTHER UTILITY CLEARANCES.
<br />TYPICAL SERVICE LATERAL l 2
<br />Refer to C.O.S. Std. Dwg No. 63) �23
<br />27"
<br />1/2"p'F
<br />-3/4"
<br />�1-1/8"-1/2" 1-1/2" D- 3 HOLES
<br />1/g• MACHINED EQUALLY SPACED
<br />SURFACES A
<br />OPTIONAL
<br />1/2" ( 1-1/4"
<br />1-1/4"
<br />24"
<br />32-3/8"
<br />SECTION A -A
<br />STEEL BAR �{
<br />1, 7/32 1 /2"
<br />VENT -OPTIONAL
<br />e
<br />T 5-1/2
<br />2 1/8• SECTION C -C
<br />SECTION B -B
<br />NOTES:
<br />1. MAINTENANCE HOLE FRAME AND COVER TO BE PINKERTON A-624.
<br />2. COVER SHALL BE DESIGNED TO WITHSTAND HS20-44 HIGHWAY LOADING.
<br />3. FRAME AND COVER SHALL BE FULLY MACHINED TO ASSURE INTER CHANGEABILITY
<br />AND A CLOSE QUIET FIT.
<br />4. THE LETTER "SANITARY SEWER" OR "SEWER" SHALL BE CAST INTO THE COVER.
<br />LETTERS SHALL BE 2" HIGH.
<br />�3/4"
<br />�O
<br />000^
<br />PLAN VIEW
<br />0
<br />PICK HOLE DETAIL
<br />1"x1-1/4" PICK HOLE
<br />R/W
<br />I
<br />REFER TO
<br />STD. DWG.
<br />CLEANI
<br />"CHF
<br />4'-0" (MIN.)
<br />OR AS
<br />DIRECTED
<br />BY COUNTY
<br />INSTALL 45'
<br />iWYE -TEE COMBINATION.
<br />TO SEWER MAIN
<br />CLEANOUT I PIPE (SEE NOTE
<br />LIMIT OF C.O.S.
<br />SANITARY SEWER
<br />ACCEPTABLE PIPE
<br />1. ACRYLONITRILE -BUTADIENE -STYRENE (ABS)
<br />2. POLYVINYL CHLORIDE (PVC)
<br />{
<br />TE 2)
<br />NOTES:
<br />1. WHEN CLEANOUT FALLS IN DRIVEWAY, INSTALL "CHRISTY" NO.F-8C OR "BROOKS" NO.1-SP
<br />(OR EQUAL) CAST IRON TRAFFIC COVER. "BROOKS" NO.3-RT MAY ALSO BY USED.
<br />2. USE 6"0 CLEANOUT RISER AND 6"0 SEWER PIPE FOR COMMERCIAL SERVICES.
<br />3. SEWER PIPE TO BE PVC SDR35, ABS PIPE, OR OTHER COUNTY APPROVED MATERIAL.
<br />SERVICE CLEANOUT DETAIL 3
<br />Refer to C.O.S. Std. Dwg No. 64) 23
<br />LIJ
<br />TYPE I MAINTENANCE HOLE (M.H.) 4 No. C56,490
<br />2P295
<br />PGat OakaO SuitM A S
<br />e 250
<br />(Refer to C.O.S. Std. Dwg. No. 55) 23 M.H. FRAME &COVER 5 4 EXP.6-30-OS : (916) 929-7100
<br />(Refer to C.O.S. Std. Dwg No. 54)23 '9rF0civA" ��\
<br />z
<br />oDRAWN BY DATE
<br />co PR.OJELCT IENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE COUNTY OF SAN J O A Q U I N
<br />S �4 �0 �h J�'1� � �a AAAA 2,
<br />FILE NAME DRAWER SHEET N0. ACAD
<br />Mar. 01, 2002 - 14:34:48 DWG Name: Q:\6SAN040300\WATRES-DRAFTING\sheets\sheet-23.dwg Updated By: RLehutsky
<br />Boggs Tract Sewer System
<br />DETAILS
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />SCALE: AS NOTED APPROVED BY: ATE: SHEET NO
<br />DESIGNED BY: RT n 23
<br />OF 28 SHEETS
<br />DRAWN BY: RSL/CC J PROJECT NO.
<br />CHECKED BY: CRC Ti CITY ENGINEER
<br />RECORD DWG.: STOCKTON. CALIF. 6SAN0403
<br />y31o. til G
<br />TRENCH CUTS IN LOCAL STREETS SHALL
<br />BE RESURFACED
<br />NOTES:
<br />WITH A MINIMUM OF 8" DEEP -LIFT A.C.
<br />(TYPE B). CUTS
<br />IN ARTERIAL STREETS (WASHINGTON AND
<br />FRESNO AVE)
<br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE
<br />SHALL BE RESURFACED WITH A MINIMUM
<br />OF 13"
<br />TESTED IN ACCORDANCE WITH THE STATE OF
<br />DEEP -LIFT A.C. (TYPE B). IF THE EXISTING A.C. IS
<br />CALIFORNIA, DEPT. OF TRANSPORTATION,
<br />GREATER THAN 8" (LOCAL STREETS) OR
<br />13" (ARTERIAL
<br />TESTING MANUALS, TEST METHOD NO.
<br />STREETS), THE REPAVING SHALL MATCH
<br />THE EXISTING
<br />TRENCH
<br />CALIFORNIA 216 OR 231.
<br />A.C. THICKNESS PLUS 1".
<br />REPAIR
<br />6" (TYP.)EXISTING
<br />PAVEMENT
<br />6• (TYP,)
<br />2• THE MAXIMUM PAYMENT WIDTH TO BE USED FOR
<br />MEASUREMENT OF A.C. ( MISC. AREAS). FOR TRENCH
<br />REPAIR SHALL BE THE OUTSIDE PIPE DIAMETER PLUS 3
<br />a
<br />' ems$° �°�°� "
<br />FEET (FOR MAIN LINE SEWER) & 2 FEET (FOR SERVICE
<br />6" �� ���
<br />'
<br />���� RELATIVE COMPACTION OF��'��/��
<br />'' `"' <</��i`�
<br />6"
<br />LATERALS). THE MAXIMUM PAVEMENT AREA TO BE USED
<br />959 UNDER PAVEMENT
<br />�/
<br />FOR MEASUREMENT OF A.C. (MISC. AREAS) FOR TRENCH
<br />AND 909 OUTSIDE OF
<br />2'-6"
<br />REPAIR SHALL BE 11 SQUARE YARDS FOR NEW
<br />VARIABLE \
<br />PAVEMENT AREAS.
<br />�,
<br />MAINTENANCE HOLES.
<br />COMPACT IN 12" MAX.
<br />i LAYERS TO A MINIMUM
<br />—�
<br />\ VARIABLE
<br />3. FOR TRENCH RESURFACING IN CITY MORATORIUM
<br />i
<br />RELATIVE COMPACTION OF
<br />959
<br />STREETS (FRESNO AVE. FROM HAZELTON AVE. TO
<br />COMPACT IN 36" MAX
<br />HARBOR ST.) THE ENTIRE LANE SHALL BE REPAVED. SEE
<br />O.D.+12"
<br />10" MI
<br />+
<br />4" PIPES
<br />1'-0"
<br />MAX.
<br />LAYERS TO A MINIMUM j
<br />RELATIVE COMPACTION
<br />OF 859.
<br />STRUCTURE BACKFILL:
<br />— COMPACT IN 6" LAYERS TO A
<br />MINIMUM RELATIVE COMPACTION
<br />OF 859.
<br />10" MIN. 10" MIN.
<br />2,_6" ..
<br />MIN.
<br />VARIABLE
<br />6"
<br />TYP.
<br />CLASS "B"
<br />CONCRETE
<br />BACKFILL DETAILS
<br />-0"
<br />n
<br />C
<br />00
<br />A
<br />ELEVATION
<br />6" & 8" PIPES
<br />O.D.+12" C.O.S. STANDARD SPECIFICATION SECTION 100.
<br />4. TRENCH RESURFACING OUTSIDE OF PAVED AREAS SHALL
<br />CONSIST OF 6" NATIVE SOIL BACKFILL COMPACTED TO 859
<br />AND SURFACED AS REQUIRED TO MATCH SITE CONDITIONS.
<br />10" MIN. 5• THE EXIST. A.C. PAVING ON FRESNO AVE. IS ESTIMATED
<br />TO BE 17" IN THICKNESS. TRENCH RESURFACING SHALL
<br />BE 18" DEEP -LIFT A.C. (TYPE B) IN THESE SECTIONS.
<br />TYPICAL TRENCH BACKFILL
<br />CAST IRON FRAME AND COVER
<br />GROOVE FILLED WITH MORTAR BEFORE
<br />INSTALLING CAST IRON FRAME AND COVER 5
<br />SEE DETAIL 23
<br />PRECAST REINFORCED CONCRETE GRADE
<br />ADJUSTMENT RINGS 2", 3", 4", & 6' HIGH
<br />PRECAST REINFORCED CONCRETE TAPERED
<br />- SECTION TO BE IN ACCORDANCE WITH
<br />APPROVED MANUFACTURER'S DIMENSIONS
<br />TONGUE AND GROOVE JOINTS
<br />FOR MORTAR. MORTAR ALL GRADE
<br />RINGS AND SECTIONS WITH 2:1 MIX.
<br />--PRECAST REINFORCED CONCRETE MAINTENANCE
<br />HOLE PIPES, ASTM DESIGN. C-478, ADJUST TO
<br />PROPER ELEVATION. (1', 2', 3', & 4'
<br />SECTIONS AS REQUIRED.)
<br />—WATER TIGHT JOINTS (GROUT)
<br />SECTION A -A
<br />1
<br />23
<br />CLEANOUT BOX
<br />WITH COVER
<br />NEW SERVICE CLEANOUT
<br />SEE DETAIL 3
<br />23
<br />.L
<br />R/W
<br />VARIES: 50' TO 60'
<br />(LIMITS OF CLEARING AND GRUBBING)
<br />E.P.
<br />VARIES 2'
<br />r= II
<br />VARIES: 12' TO 18'
<br />EXISTING C.G.&S
<br />(IN SOME LOCATIONS) INSTALL WYE FITTING WITH
<br />4" BRANCH AT SERVICE
<br />LATERAL LOCATIONS. -
<br />45' (MAX.)
<br />NEW SEWER
<br />NEW 4"0 SERVICE LATERAL
<br />USE 6"0 SERVICE LATERAL
<br />FOR COMMERCIAL SERVICES
<br />INSTALL LATERAL UNDER C.G.&S. NOTE:
<br />BY BORING. EITHER BORING OR 1. PROVIDE 30" MIN. CLEARANCE BETWEEN
<br />PIERCING METHOD MAY BE USED. SEWER AND WATER SERVICE.
<br />SEE C.O.S. STD. DWG. NO 5
<br />FOR OTHER UTILITY CLEARANCES.
<br />TYPICAL SERVICE LATERAL l 2
<br />Refer to C.O.S. Std. Dwg No. 63) �23
<br />27"
<br />1/2"p'F
<br />-3/4"
<br />�1-1/8"-1/2" 1-1/2" D- 3 HOLES
<br />1/g• MACHINED EQUALLY SPACED
<br />SURFACES A
<br />OPTIONAL
<br />1/2" ( 1-1/4"
<br />1-1/4"
<br />24"
<br />32-3/8"
<br />SECTION A -A
<br />STEEL BAR �{
<br />1, 7/32 1 /2"
<br />VENT -OPTIONAL
<br />e
<br />T 5-1/2
<br />2 1/8• SECTION C -C
<br />SECTION B -B
<br />NOTES:
<br />1. MAINTENANCE HOLE FRAME AND COVER TO BE PINKERTON A-624.
<br />2. COVER SHALL BE DESIGNED TO WITHSTAND HS20-44 HIGHWAY LOADING.
<br />3. FRAME AND COVER SHALL BE FULLY MACHINED TO ASSURE INTER CHANGEABILITY
<br />AND A CLOSE QUIET FIT.
<br />4. THE LETTER "SANITARY SEWER" OR "SEWER" SHALL BE CAST INTO THE COVER.
<br />LETTERS SHALL BE 2" HIGH.
<br />�3/4"
<br />�O
<br />000^
<br />PLAN VIEW
<br />0
<br />PICK HOLE DETAIL
<br />1"x1-1/4" PICK HOLE
<br />R/W
<br />I
<br />REFER TO
<br />STD. DWG.
<br />CLEANI
<br />"CHF
<br />4'-0" (MIN.)
<br />OR AS
<br />DIRECTED
<br />BY COUNTY
<br />INSTALL 45'
<br />iWYE -TEE COMBINATION.
<br />TO SEWER MAIN
<br />CLEANOUT I PIPE (SEE NOTE
<br />LIMIT OF C.O.S.
<br />SANITARY SEWER
<br />ACCEPTABLE PIPE
<br />1. ACRYLONITRILE -BUTADIENE -STYRENE (ABS)
<br />2. POLYVINYL CHLORIDE (PVC)
<br />{
<br />TE 2)
<br />NOTES:
<br />1. WHEN CLEANOUT FALLS IN DRIVEWAY, INSTALL "CHRISTY" NO.F-8C OR "BROOKS" NO.1-SP
<br />(OR EQUAL) CAST IRON TRAFFIC COVER. "BROOKS" NO.3-RT MAY ALSO BY USED.
<br />2. USE 6"0 CLEANOUT RISER AND 6"0 SEWER PIPE FOR COMMERCIAL SERVICES.
<br />3. SEWER PIPE TO BE PVC SDR35, ABS PIPE, OR OTHER COUNTY APPROVED MATERIAL.
<br />SERVICE CLEANOUT DETAIL 3
<br />Refer to C.O.S. Std. Dwg No. 64) 23
<br />LIJ
<br />TYPE I MAINTENANCE HOLE (M.H.) 4 No. C56,490
<br />2P295
<br />PGat OakaO SuitM A S
<br />e 250
<br />(Refer to C.O.S. Std. Dwg. No. 55) 23 M.H. FRAME &COVER 5 4 EXP.6-30-OS : (916) 929-7100
<br />(Refer to C.O.S. Std. Dwg No. 54)23 '9rF0civA" ��\
<br />z
<br />oDRAWN BY DATE
<br />co PR.OJELCT IENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE COUNTY OF SAN J O A Q U I N
<br />S �4 �0 �h J�'1� � �a AAAA 2,
<br />FILE NAME DRAWER SHEET N0. ACAD
<br />Mar. 01, 2002 - 14:34:48 DWG Name: Q:\6SAN040300\WATRES-DRAFTING\sheets\sheet-23.dwg Updated By: RLehutsky
<br />Boggs Tract Sewer System
<br />DETAILS
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />SCALE: AS NOTED APPROVED BY: ATE: SHEET NO
<br />DESIGNED BY: RT n 23
<br />OF 28 SHEETS
<br />DRAWN BY: RSL/CC J PROJECT NO.
<br />CHECKED BY: CRC Ti CITY ENGINEER
<br />RECORD DWG.: STOCKTON. CALIF. 6SAN0403
<br />y31o. til G
<br />10" MI
<br />+
<br />4" PIPES
<br />1'-0"
<br />MAX.
<br />LAYERS TO A MINIMUM j
<br />RELATIVE COMPACTION
<br />OF 859.
<br />STRUCTURE BACKFILL:
<br />— COMPACT IN 6" LAYERS TO A
<br />MINIMUM RELATIVE COMPACTION
<br />OF 859.
<br />10" MIN. 10" MIN.
<br />2,_6" ..
<br />MIN.
<br />VARIABLE
<br />6"
<br />TYP.
<br />CLASS "B"
<br />CONCRETE
<br />BACKFILL DETAILS
<br />-0"
<br />n
<br />C
<br />00
<br />A
<br />ELEVATION
<br />6" & 8" PIPES
<br />O.D.+12" C.O.S. STANDARD SPECIFICATION SECTION 100.
<br />4. TRENCH RESURFACING OUTSIDE OF PAVED AREAS SHALL
<br />CONSIST OF 6" NATIVE SOIL BACKFILL COMPACTED TO 859
<br />AND SURFACED AS REQUIRED TO MATCH SITE CONDITIONS.
<br />10" MIN. 5• THE EXIST. A.C. PAVING ON FRESNO AVE. IS ESTIMATED
<br />TO BE 17" IN THICKNESS. TRENCH RESURFACING SHALL
<br />BE 18" DEEP -LIFT A.C. (TYPE B) IN THESE SECTIONS.
<br />TYPICAL TRENCH BACKFILL
<br />CAST IRON FRAME AND COVER
<br />GROOVE FILLED WITH MORTAR BEFORE
<br />INSTALLING CAST IRON FRAME AND COVER 5
<br />SEE DETAIL 23
<br />PRECAST REINFORCED CONCRETE GRADE
<br />ADJUSTMENT RINGS 2", 3", 4", & 6' HIGH
<br />PRECAST REINFORCED CONCRETE TAPERED
<br />- SECTION TO BE IN ACCORDANCE WITH
<br />APPROVED MANUFACTURER'S DIMENSIONS
<br />TONGUE AND GROOVE JOINTS
<br />FOR MORTAR. MORTAR ALL GRADE
<br />RINGS AND SECTIONS WITH 2:1 MIX.
<br />--PRECAST REINFORCED CONCRETE MAINTENANCE
<br />HOLE PIPES, ASTM DESIGN. C-478, ADJUST TO
<br />PROPER ELEVATION. (1', 2', 3', & 4'
<br />SECTIONS AS REQUIRED.)
<br />—WATER TIGHT JOINTS (GROUT)
<br />SECTION A -A
<br />1
<br />23
<br />CLEANOUT BOX
<br />WITH COVER
<br />NEW SERVICE CLEANOUT
<br />SEE DETAIL 3
<br />23
<br />.L
<br />R/W
<br />VARIES: 50' TO 60'
<br />(LIMITS OF CLEARING AND GRUBBING)
<br />E.P.
<br />VARIES 2'
<br />r= II
<br />VARIES: 12' TO 18'
<br />EXISTING C.G.&S
<br />(IN SOME LOCATIONS) INSTALL WYE FITTING WITH
<br />4" BRANCH AT SERVICE
<br />LATERAL LOCATIONS. -
<br />45' (MAX.)
<br />NEW SEWER
<br />NEW 4"0 SERVICE LATERAL
<br />USE 6"0 SERVICE LATERAL
<br />FOR COMMERCIAL SERVICES
<br />INSTALL LATERAL UNDER C.G.&S. NOTE:
<br />BY BORING. EITHER BORING OR 1. PROVIDE 30" MIN. CLEARANCE BETWEEN
<br />PIERCING METHOD MAY BE USED. SEWER AND WATER SERVICE.
<br />SEE C.O.S. STD. DWG. NO 5
<br />FOR OTHER UTILITY CLEARANCES.
<br />TYPICAL SERVICE LATERAL l 2
<br />Refer to C.O.S. Std. Dwg No. 63) �23
<br />27"
<br />1/2"p'F
<br />-3/4"
<br />�1-1/8"-1/2" 1-1/2" D- 3 HOLES
<br />1/g• MACHINED EQUALLY SPACED
<br />SURFACES A
<br />OPTIONAL
<br />1/2" ( 1-1/4"
<br />1-1/4"
<br />24"
<br />32-3/8"
<br />SECTION A -A
<br />STEEL BAR �{
<br />1, 7/32 1 /2"
<br />VENT -OPTIONAL
<br />e
<br />T 5-1/2
<br />2 1/8• SECTION C -C
<br />SECTION B -B
<br />NOTES:
<br />1. MAINTENANCE HOLE FRAME AND COVER TO BE PINKERTON A-624.
<br />2. COVER SHALL BE DESIGNED TO WITHSTAND HS20-44 HIGHWAY LOADING.
<br />3. FRAME AND COVER SHALL BE FULLY MACHINED TO ASSURE INTER CHANGEABILITY
<br />AND A CLOSE QUIET FIT.
<br />4. THE LETTER "SANITARY SEWER" OR "SEWER" SHALL BE CAST INTO THE COVER.
<br />LETTERS SHALL BE 2" HIGH.
<br />�3/4"
<br />�O
<br />000^
<br />PLAN VIEW
<br />0
<br />PICK HOLE DETAIL
<br />1"x1-1/4" PICK HOLE
<br />R/W
<br />I
<br />REFER TO
<br />STD. DWG.
<br />CLEANI
<br />"CHF
<br />4'-0" (MIN.)
<br />OR AS
<br />DIRECTED
<br />BY COUNTY
<br />INSTALL 45'
<br />iWYE -TEE COMBINATION.
<br />TO SEWER MAIN
<br />CLEANOUT I PIPE (SEE NOTE
<br />LIMIT OF C.O.S.
<br />SANITARY SEWER
<br />ACCEPTABLE PIPE
<br />1. ACRYLONITRILE -BUTADIENE -STYRENE (ABS)
<br />2. POLYVINYL CHLORIDE (PVC)
<br />{
<br />TE 2)
<br />NOTES:
<br />1. WHEN CLEANOUT FALLS IN DRIVEWAY, INSTALL "CHRISTY" NO.F-8C OR "BROOKS" NO.1-SP
<br />(OR EQUAL) CAST IRON TRAFFIC COVER. "BROOKS" NO.3-RT MAY ALSO BY USED.
<br />2. USE 6"0 CLEANOUT RISER AND 6"0 SEWER PIPE FOR COMMERCIAL SERVICES.
<br />3. SEWER PIPE TO BE PVC SDR35, ABS PIPE, OR OTHER COUNTY APPROVED MATERIAL.
<br />SERVICE CLEANOUT DETAIL 3
<br />Refer to C.O.S. Std. Dwg No. 64) 23
<br />LIJ
<br />TYPE I MAINTENANCE HOLE (M.H.) 4 No. C56,490
<br />2P295
<br />PGat OakaO SuitM A S
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<br />Mar. 01, 2002 - 14:34:48 DWG Name: Q:\6SAN040300\WATRES-DRAFTING\sheets\sheet-23.dwg Updated By: RLehutsky
<br />Boggs Tract Sewer System
<br />DETAILS
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTON, CALIFORNIA
<br />SCALE: AS NOTED APPROVED BY: ATE: SHEET NO
<br />DESIGNED BY: RT n 23
<br />OF 28 SHEETS
<br />DRAWN BY: RSL/CC J PROJECT NO.
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<br />RECORD DWG.: STOCKTON. CALIF. 6SAN0403
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