|
TRENCH PATCH
<br />PER S.J. ^^ "T^
<br />R-29
<br />UNDISTURB
<br />EAR
<br />GROUND SURFACE
<br />UNDISTURBED
<br />EARTH
<br />EX PAVING
<br />TYPICAL TRENCH CROSS—SECTION
<br />(NTS)
<br />CAST IRON GRATE
<br />AND FRAME
<br />FOUNDATION
<br />SIDE VIEW
<br />PIPE
<br />FINAL BACKFILL
<br />90% COMPACTION
<br />INITIAL BACKFILL,
<br />6"-12" (150-300mm)
<br />ABOVE TOP OF PIPE.
<br />—HAUNCHING, TO
<br />SPRINGLINE OF PIPE
<br />BEDDING MATERIAL
<br />12 300 31 (790
<br />15 375 34((860
<br />18 450 39 990
<br />24 600 48 1220
<br />30 750 66 1680
<br />36 9D0 78 1980
<br />42 (1050) 83 2110
<br />48 (1200) 89 (2260)
<br />60 (1500) 102 (2590)
<br />REFERENCE SECTION X-2, "RECOMMENDATIONS FOR INCORPORATION
<br />INTO CONTRACT DOCUMENTS" OF ASTM SPECICATION D2321,
<br />"STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF
<br />THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY—FLOW
<br />APPLICATIONS"
<br />TRENCH INSTALLATION DETAIL
<br />STD -101
<br />GROUND SURFACE
<br />DETAIL IS APPLICABLE FOR JOINING HDPE PIPE TO RCP UNDER SHALLOW COVER, LESS THAN 6' DEEP AND NO LIVE LOADING
<br />INTERNAL CYLINDER
<br />SPIGOT ADAPTER —
<br />BDPCONNECTED
<br />6' MAX
<br />EX GRADE
<br />FINAL GRADE
<br />NONWOVEN GEOTEXTILE
<br />TO BE WRAPPED AROUND
<br />CONNECTION
<br />EX RCP PIPE
<br />EX RCP PIPE
<br />DPE TO RCP CONNECTION
<br />NOTES
<br />1. EXISTING GRADE TO BE EXCAVATED IN SUCH A MANNER TO PROVIDE A SAFE WORK AREA.
<br />2. INTERNAL CYLINDER ADAPTER TO BE WELDED TO HDPE PIPE, OUTSIDE DIAMETER
<br />TO BE INSERTED INTO INSIDE DIAMETER OF CONCRETE PIPE OR CMP.
<br />3. AREA UNDER CONNECTION MUST BE OVEREXCAVAED TO ALLOW AMPLE WORK AREA
<br />TO WRAP NON—WOVEN GEOTEXTILE.
<br />4. NON—WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION WITH FULL SEAM OVERLAP
<br />TO PROVIDE FULL PROTECTION FROM SOIL INTRUSION.
<br />5. CONNECTION AND PIPE TO BE BACKFILLED PER ASTM D2321.
<br />6. IN LIEU OF AN INTERNAL CYLINDER, A WATERTIGHT REPAIR COUPLER CAN BE USED
<br />TO CONNECT HDPE PIPE TO RCP OR CMP.
<br />T INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS.
<br />Y \EARTH
<br />CLASS I OR II BACKFILL, PER ASTM
<br />D2321, COMPACED IN 8" (200mm) MAX NOTE: ALL DIMENSIONS ARE NOMINAL
<br />LIFTS TO A MIN OF 90% OF MAX SPDEX EP
<br />TYPICAL MANHOLE EX DRIVEWAY 6.00'
<br />3.00'
<br />\/FILL VOID SPACE
<br />GROUT MCAERIALEMANHOLE PIPE OPENING DIAMETER 70.50' MIN
<br />HDPE PIPEZiff
<br />/ 0'30' AC
<br />INSURE BACKFILL IS PLACED
<br />UNDER PIPE AND PROPERLY
<br />COMPACTED
<br />12" (300mm) MIN
<br />6" (150mm) MIN
<br />CLASS I OR II
<br />BEDDING
<br />FILL VOID SPACE BETWEEN HDPE PIPE AND MAINTENANCE OPENING
<br />WITH A NON—SHRINK GROUT MATERIAL
<br />6" (150mm) MIN
<br />FOUNDATION CLASS I OR II
<br />BEDDING
<br />TRENCH CROSS-SECTION
<br />GROUTED MANHOLE CONNECTION
<br />v Q FOR NON -WATERTIGHT APPLICATIONS ONLY
<br />N DATE: 11/29/07 TIME: 3:21:46 PM N0. BY DATE REVISIONS:
<br />' SERVER: LAYOUT: Layoutl
<br />1 o PATH: N:\MTBO14800\CADD\IP
<br />�I DRAWING NAME: P-04.DWG
<br />'n PAGE SETUP: 2204 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility
<br />a
<br />"y DESIGNER: JCJ PROJ. MGR: REP to verify the location & depth with the appropriate agencies. The contractor shall notify the
<br />zN engineer imediately regarding any discrepancies or ambiguities which may exist.
<br />NV) CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
<br /><X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
<br />STD -201
<br />�FQROFESSl
<br />O F
<br />No. 53551
<br />*�
<br />LP
<br />Tq IVIL �P
<br />r.OFCALIFO <.
<br />EX ROAD
<br />DEPRESSED DRIVEWAY DETAIL:
<br />NTS SEE SUMMARY OF QUANTITIES ON SHEET 3 FOR LOCATIONS
<br />EX EP
<br />6.00'
<br />3.00'
<br />0.25' 0.50' MIN
<br />SHOULDER BACKING
<br />NTS
<br />SONORA STREET, STA 1+75 TO 3+50, 18' LT
<br />SONORA STREET, STA 9+14 TO 9+87, 27.7' RT
<br />SONORA STREET, STA 9+18 TO 10+00, 27.4' RT
<br />EX ROAD
<br />HDPE PIPE TO
<br />BE CONNECTED
<br />DETAIL IS APPLICABLE FOR JOINING HDPE PIPE TO CMP WITH COVER OVER 6'
<br />EX GRADE
<br />INTERNAL CYLINDER
<br />SPIGOT ADAPTER —
<br />EX CMP PIPE
<br />FINAL GRADE CONCRETE ENCASEMENT
<br />CAST IN PLACE
<br />AROUND
<br />R
<br />AROUU ND CONNECTION
<br />NONWOVEN GEOTEXTILE
<br />TO BE WRAPPED AROUND
<br />CONNECTION
<br />EX CMP PIPE
<br />HDPE TO CMP CONNECTION
<br />NOTES
<br />1. EXISTING GRADE TO BE EXCAVATED IN SUCH A MANNER TO PROVIDE A SAFE WORK AREA.
<br />2. INTERNAL CYLINDER ADAPTER TO BE WELDED TO HDPE PIPE, OUTSIDE DIAMETER
<br />TO BE INSERTED INTO INSIDE DIAMETER OF CMP PIPE.
<br />3. AREA UNDER CONNECTION MUST BE OVEREXCAVATED TO ALLOW AMPLE WORK AREA
<br />TO WRAP NON—WOVEN GEOTEXTILE.
<br />4. NON—WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION WITH FULL SEAM OVERLAP
<br />TO PROVIDE FULL PROTECTION FROM SOIL INTRUSION.
<br />5. CONCRETE ENCASEMENT TO BE CAST IN PLACE AROUND CONNECTION.
<br />6. CONNECTION AND PIPE TO BE BACKFILLED PER ASTM D2321.
<br />7. IN LIEU OF AN INTERNAL CYLINDER, A WATERTIGHT REPAIR COUPLER CAN BE USED
<br />TO CONNECT HDPE TO CMP.
<br />8. INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS.
<br />STD -6011 NOTE: ALL DIMENSIONS ARE NOMINAL
<br />MARSH STREET, STA 20+38 TO 27+19
<br />MARSH STREET, STA 21+53 TO 22+62, 28' RT
<br />MARSH STREET, STA 42+85 TO 43+13, 25' LT
<br />EP (TYP)
<br />CONFORM O EP
<br />CONFORM
<br />EXISTING WIDTH
<br />12' MIN.
<br />TYPE D
<br />0.30' ASPHALT CONCRETE OVER SHAPED
<br />AND COMPACTED NATIVE MATERIAL.
<br />SAN JOAQUIN COUNTY
<br />`■ ` GARDEN ACRES - WALKER LANE AREA STORM
<br />B E Y O N D E N 0 I N E E R I N Q DRAINAGE IMPROVEMENTS - PHASE 2A & 213
<br />1090 HOWARD ROAD, WM 125 MADERA, CA 93637
<br />659.88t5220 TEL 559.86t4440 FAX WWWAOLTE.COM PREPARED FOR: SAN JOAQUIN COUNTY DATE SUBMITTED: 11-29-07
<br />STD -605
<br />4
<br />15 SHE[
<br />SCALE
<br />VERTICAL: 1'= N/A
<br />HORIZONTAL: 1' --NIA
<br />MT6014800
<br />NOTES:
<br />FOUNDATION
<br />1. FOUNDATION: WHERE THE TRENCH BOTTOM IS
<br />TK
<br />UNSTABLE, THE CONTRACTOR SHALL EXCAVATE
<br />TO A DEPTH REQUIRED BY THE ENGINEER AND
<br />TRENCH WIDTH
<br />REPLACE WITH A FOUNDATION OF CLASS I OR II
<br />in mm)
<br />MATERIAL AS DEFINED IN ASTM D2321, "STANDARD
<br />TYPICAL
<br />PRACTICE FOR INSTALLATION OF THERMOPLASTIC
<br />6 (iso)
<br />8 (2 00)
<br />PIPE FOR SEWERS AND OTHER GRAVITY—FLOW
<br />FINAL BACKFILL
<br />APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE
<br />90% COMPACTION
<br />AND AT THE DISCRETION OF THE ENGINEER, THE
<br />TRENCH BOTTOM MAY BE STABILIZED USING A
<br />WOVEN GEOTEXTILE FABRIC.
<br />2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,
<br />�Op
<br />II OR III AND INSTALLED AS REQUIRED IN ASTM
<br />D2321, LATEST EDITION.
<br />INITIAL BACKFILL,
<br />UNLESS OTHERWISE SPECIFIED BY THE ENGINEER,
<br />6"-12" (150-300mm)
<br />MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm)
<br />ABOVE TOP OF PIPE.
<br />FOR 4"-24" (100-600mm)
<br />CORRUGATED POLYETHYLENE PIPE (DEEP); 6" (150mm)
<br />—
<br />FOR 30"-60" (750-1500mm) CPEP.
<br />LAUNCHING, TO
<br />SPRINGLINE OF PIPE
<br />3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL
<br />SHALL BE CLASS I, II OR III AND INSTALLED AS
<br />D BEDDING MATERIAL
<br />REQUIRED IN ASTM D2321, LATEST EDITION.
<br />4
<br />4. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER,
<br />MINIMUM TRENCH WIDTHS SHALL BE AS FOLLOWS:
<br />FINAL BACKFILL
<br />90% COMPACTION
<br />INITIAL BACKFILL,
<br />6"-12" (150-300mm)
<br />ABOVE TOP OF PIPE.
<br />—HAUNCHING, TO
<br />SPRINGLINE OF PIPE
<br />BEDDING MATERIAL
<br />12 300 31 (790
<br />15 375 34((860
<br />18 450 39 990
<br />24 600 48 1220
<br />30 750 66 1680
<br />36 9D0 78 1980
<br />42 (1050) 83 2110
<br />48 (1200) 89 (2260)
<br />60 (1500) 102 (2590)
<br />REFERENCE SECTION X-2, "RECOMMENDATIONS FOR INCORPORATION
<br />INTO CONTRACT DOCUMENTS" OF ASTM SPECICATION D2321,
<br />"STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF
<br />THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY—FLOW
<br />APPLICATIONS"
<br />TRENCH INSTALLATION DETAIL
<br />STD -101
<br />GROUND SURFACE
<br />DETAIL IS APPLICABLE FOR JOINING HDPE PIPE TO RCP UNDER SHALLOW COVER, LESS THAN 6' DEEP AND NO LIVE LOADING
<br />INTERNAL CYLINDER
<br />SPIGOT ADAPTER —
<br />BDPCONNECTED
<br />6' MAX
<br />EX GRADE
<br />FINAL GRADE
<br />NONWOVEN GEOTEXTILE
<br />TO BE WRAPPED AROUND
<br />CONNECTION
<br />EX RCP PIPE
<br />EX RCP PIPE
<br />DPE TO RCP CONNECTION
<br />NOTES
<br />1. EXISTING GRADE TO BE EXCAVATED IN SUCH A MANNER TO PROVIDE A SAFE WORK AREA.
<br />2. INTERNAL CYLINDER ADAPTER TO BE WELDED TO HDPE PIPE, OUTSIDE DIAMETER
<br />TO BE INSERTED INTO INSIDE DIAMETER OF CONCRETE PIPE OR CMP.
<br />3. AREA UNDER CONNECTION MUST BE OVEREXCAVAED TO ALLOW AMPLE WORK AREA
<br />TO WRAP NON—WOVEN GEOTEXTILE.
<br />4. NON—WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION WITH FULL SEAM OVERLAP
<br />TO PROVIDE FULL PROTECTION FROM SOIL INTRUSION.
<br />5. CONNECTION AND PIPE TO BE BACKFILLED PER ASTM D2321.
<br />6. IN LIEU OF AN INTERNAL CYLINDER, A WATERTIGHT REPAIR COUPLER CAN BE USED
<br />TO CONNECT HDPE PIPE TO RCP OR CMP.
<br />T INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS.
<br />Y \EARTH
<br />CLASS I OR II BACKFILL, PER ASTM
<br />D2321, COMPACED IN 8" (200mm) MAX NOTE: ALL DIMENSIONS ARE NOMINAL
<br />LIFTS TO A MIN OF 90% OF MAX SPDEX EP
<br />TYPICAL MANHOLE EX DRIVEWAY 6.00'
<br />3.00'
<br />\/FILL VOID SPACE
<br />GROUT MCAERIALEMANHOLE PIPE OPENING DIAMETER 70.50' MIN
<br />HDPE PIPEZiff
<br />/ 0'30' AC
<br />INSURE BACKFILL IS PLACED
<br />UNDER PIPE AND PROPERLY
<br />COMPACTED
<br />12" (300mm) MIN
<br />6" (150mm) MIN
<br />CLASS I OR II
<br />BEDDING
<br />FILL VOID SPACE BETWEEN HDPE PIPE AND MAINTENANCE OPENING
<br />WITH A NON—SHRINK GROUT MATERIAL
<br />6" (150mm) MIN
<br />FOUNDATION CLASS I OR II
<br />BEDDING
<br />TRENCH CROSS-SECTION
<br />GROUTED MANHOLE CONNECTION
<br />v Q FOR NON -WATERTIGHT APPLICATIONS ONLY
<br />N DATE: 11/29/07 TIME: 3:21:46 PM N0. BY DATE REVISIONS:
<br />' SERVER: LAYOUT: Layoutl
<br />1 o PATH: N:\MTBO14800\CADD\IP
<br />�I DRAWING NAME: P-04.DWG
<br />'n PAGE SETUP: 2204 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility
<br />a
<br />"y DESIGNER: JCJ PROJ. MGR: REP to verify the location & depth with the appropriate agencies. The contractor shall notify the
<br />zN engineer imediately regarding any discrepancies or ambiguities which may exist.
<br />NV) CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
<br /><X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
<br />STD -201
<br />�FQROFESSl
<br />O F
<br />No. 53551
<br />*�
<br />LP
<br />Tq IVIL �P
<br />r.OFCALIFO <.
<br />EX ROAD
<br />DEPRESSED DRIVEWAY DETAIL:
<br />NTS SEE SUMMARY OF QUANTITIES ON SHEET 3 FOR LOCATIONS
<br />EX EP
<br />6.00'
<br />3.00'
<br />0.25' 0.50' MIN
<br />SHOULDER BACKING
<br />NTS
<br />SONORA STREET, STA 1+75 TO 3+50, 18' LT
<br />SONORA STREET, STA 9+14 TO 9+87, 27.7' RT
<br />SONORA STREET, STA 9+18 TO 10+00, 27.4' RT
<br />EX ROAD
<br />HDPE PIPE TO
<br />BE CONNECTED
<br />DETAIL IS APPLICABLE FOR JOINING HDPE PIPE TO CMP WITH COVER OVER 6'
<br />EX GRADE
<br />INTERNAL CYLINDER
<br />SPIGOT ADAPTER —
<br />EX CMP PIPE
<br />FINAL GRADE CONCRETE ENCASEMENT
<br />CAST IN PLACE
<br />AROUND
<br />R
<br />AROUU ND CONNECTION
<br />NONWOVEN GEOTEXTILE
<br />TO BE WRAPPED AROUND
<br />CONNECTION
<br />EX CMP PIPE
<br />HDPE TO CMP CONNECTION
<br />NOTES
<br />1. EXISTING GRADE TO BE EXCAVATED IN SUCH A MANNER TO PROVIDE A SAFE WORK AREA.
<br />2. INTERNAL CYLINDER ADAPTER TO BE WELDED TO HDPE PIPE, OUTSIDE DIAMETER
<br />TO BE INSERTED INTO INSIDE DIAMETER OF CMP PIPE.
<br />3. AREA UNDER CONNECTION MUST BE OVEREXCAVATED TO ALLOW AMPLE WORK AREA
<br />TO WRAP NON—WOVEN GEOTEXTILE.
<br />4. NON—WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION WITH FULL SEAM OVERLAP
<br />TO PROVIDE FULL PROTECTION FROM SOIL INTRUSION.
<br />5. CONCRETE ENCASEMENT TO BE CAST IN PLACE AROUND CONNECTION.
<br />6. CONNECTION AND PIPE TO BE BACKFILLED PER ASTM D2321.
<br />7. IN LIEU OF AN INTERNAL CYLINDER, A WATERTIGHT REPAIR COUPLER CAN BE USED
<br />TO CONNECT HDPE TO CMP.
<br />8. INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS.
<br />STD -6011 NOTE: ALL DIMENSIONS ARE NOMINAL
<br />MARSH STREET, STA 20+38 TO 27+19
<br />MARSH STREET, STA 21+53 TO 22+62, 28' RT
<br />MARSH STREET, STA 42+85 TO 43+13, 25' LT
<br />EP (TYP)
<br />CONFORM O EP
<br />CONFORM
<br />EXISTING WIDTH
<br />12' MIN.
<br />TYPE D
<br />0.30' ASPHALT CONCRETE OVER SHAPED
<br />AND COMPACTED NATIVE MATERIAL.
<br />SAN JOAQUIN COUNTY
<br />`■ ` GARDEN ACRES - WALKER LANE AREA STORM
<br />B E Y O N D E N 0 I N E E R I N Q DRAINAGE IMPROVEMENTS - PHASE 2A & 213
<br />1090 HOWARD ROAD, WM 125 MADERA, CA 93637
<br />659.88t5220 TEL 559.86t4440 FAX WWWAOLTE.COM PREPARED FOR: SAN JOAQUIN COUNTY DATE SUBMITTED: 11-29-07
<br />STD -605
<br />4
<br />15 SHE[
<br />SCALE
<br />VERTICAL: 1'= N/A
<br />HORIZONTAL: 1' --NIA
<br />MT6014800
<br />FOUNDATION
<br />NOMINAL 0
<br />MIN. RECOMMENDED
<br />MIN
<br />TRENCH WIDTH
<br />in mm)
<br />TRENCH WIDTH in (mm)
<br />TYPICAL
<br />TRENCH CROSS—SECTION
<br />(NTS)
<br />6 (iso)
<br />8 (2 00)
<br />23 (sao
<br />25 (630
<br />10 250
<br />28 (710
<br />FINAL BACKFILL
<br />90% COMPACTION
<br />INITIAL BACKFILL,
<br />6"-12" (150-300mm)
<br />ABOVE TOP OF PIPE.
<br />—HAUNCHING, TO
<br />SPRINGLINE OF PIPE
<br />BEDDING MATERIAL
<br />12 300 31 (790
<br />15 375 34((860
<br />18 450 39 990
<br />24 600 48 1220
<br />30 750 66 1680
<br />36 9D0 78 1980
<br />42 (1050) 83 2110
<br />48 (1200) 89 (2260)
<br />60 (1500) 102 (2590)
<br />REFERENCE SECTION X-2, "RECOMMENDATIONS FOR INCORPORATION
<br />INTO CONTRACT DOCUMENTS" OF ASTM SPECICATION D2321,
<br />"STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF
<br />THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY—FLOW
<br />APPLICATIONS"
<br />TRENCH INSTALLATION DETAIL
<br />STD -101
<br />GROUND SURFACE
<br />DETAIL IS APPLICABLE FOR JOINING HDPE PIPE TO RCP UNDER SHALLOW COVER, LESS THAN 6' DEEP AND NO LIVE LOADING
<br />INTERNAL CYLINDER
<br />SPIGOT ADAPTER —
<br />BDPCONNECTED
<br />6' MAX
<br />EX GRADE
<br />FINAL GRADE
<br />NONWOVEN GEOTEXTILE
<br />TO BE WRAPPED AROUND
<br />CONNECTION
<br />EX RCP PIPE
<br />EX RCP PIPE
<br />DPE TO RCP CONNECTION
<br />NOTES
<br />1. EXISTING GRADE TO BE EXCAVATED IN SUCH A MANNER TO PROVIDE A SAFE WORK AREA.
<br />2. INTERNAL CYLINDER ADAPTER TO BE WELDED TO HDPE PIPE, OUTSIDE DIAMETER
<br />TO BE INSERTED INTO INSIDE DIAMETER OF CONCRETE PIPE OR CMP.
<br />3. AREA UNDER CONNECTION MUST BE OVEREXCAVAED TO ALLOW AMPLE WORK AREA
<br />TO WRAP NON—WOVEN GEOTEXTILE.
<br />4. NON—WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION WITH FULL SEAM OVERLAP
<br />TO PROVIDE FULL PROTECTION FROM SOIL INTRUSION.
<br />5. CONNECTION AND PIPE TO BE BACKFILLED PER ASTM D2321.
<br />6. IN LIEU OF AN INTERNAL CYLINDER, A WATERTIGHT REPAIR COUPLER CAN BE USED
<br />TO CONNECT HDPE PIPE TO RCP OR CMP.
<br />T INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS.
<br />Y \EARTH
<br />CLASS I OR II BACKFILL, PER ASTM
<br />D2321, COMPACED IN 8" (200mm) MAX NOTE: ALL DIMENSIONS ARE NOMINAL
<br />LIFTS TO A MIN OF 90% OF MAX SPDEX EP
<br />TYPICAL MANHOLE EX DRIVEWAY 6.00'
<br />3.00'
<br />\/FILL VOID SPACE
<br />GROUT MCAERIALEMANHOLE PIPE OPENING DIAMETER 70.50' MIN
<br />HDPE PIPEZiff
<br />/ 0'30' AC
<br />INSURE BACKFILL IS PLACED
<br />UNDER PIPE AND PROPERLY
<br />COMPACTED
<br />12" (300mm) MIN
<br />6" (150mm) MIN
<br />CLASS I OR II
<br />BEDDING
<br />FILL VOID SPACE BETWEEN HDPE PIPE AND MAINTENANCE OPENING
<br />WITH A NON—SHRINK GROUT MATERIAL
<br />6" (150mm) MIN
<br />FOUNDATION CLASS I OR II
<br />BEDDING
<br />TRENCH CROSS-SECTION
<br />GROUTED MANHOLE CONNECTION
<br />v Q FOR NON -WATERTIGHT APPLICATIONS ONLY
<br />N DATE: 11/29/07 TIME: 3:21:46 PM N0. BY DATE REVISIONS:
<br />' SERVER: LAYOUT: Layoutl
<br />1 o PATH: N:\MTBO14800\CADD\IP
<br />�I DRAWING NAME: P-04.DWG
<br />'n PAGE SETUP: 2204 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility
<br />a
<br />"y DESIGNER: JCJ PROJ. MGR: REP to verify the location & depth with the appropriate agencies. The contractor shall notify the
<br />zN engineer imediately regarding any discrepancies or ambiguities which may exist.
<br />NV) CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
<br /><X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
<br />STD -201
<br />�FQROFESSl
<br />O F
<br />No. 53551
<br />*�
<br />LP
<br />Tq IVIL �P
<br />r.OFCALIFO <.
<br />EX ROAD
<br />DEPRESSED DRIVEWAY DETAIL:
<br />NTS SEE SUMMARY OF QUANTITIES ON SHEET 3 FOR LOCATIONS
<br />EX EP
<br />6.00'
<br />3.00'
<br />0.25' 0.50' MIN
<br />SHOULDER BACKING
<br />NTS
<br />SONORA STREET, STA 1+75 TO 3+50, 18' LT
<br />SONORA STREET, STA 9+14 TO 9+87, 27.7' RT
<br />SONORA STREET, STA 9+18 TO 10+00, 27.4' RT
<br />EX ROAD
<br />HDPE PIPE TO
<br />BE CONNECTED
<br />DETAIL IS APPLICABLE FOR JOINING HDPE PIPE TO CMP WITH COVER OVER 6'
<br />EX GRADE
<br />INTERNAL CYLINDER
<br />SPIGOT ADAPTER —
<br />EX CMP PIPE
<br />FINAL GRADE CONCRETE ENCASEMENT
<br />CAST IN PLACE
<br />AROUND
<br />R
<br />AROUU ND CONNECTION
<br />NONWOVEN GEOTEXTILE
<br />TO BE WRAPPED AROUND
<br />CONNECTION
<br />EX CMP PIPE
<br />HDPE TO CMP CONNECTION
<br />NOTES
<br />1. EXISTING GRADE TO BE EXCAVATED IN SUCH A MANNER TO PROVIDE A SAFE WORK AREA.
<br />2. INTERNAL CYLINDER ADAPTER TO BE WELDED TO HDPE PIPE, OUTSIDE DIAMETER
<br />TO BE INSERTED INTO INSIDE DIAMETER OF CMP PIPE.
<br />3. AREA UNDER CONNECTION MUST BE OVEREXCAVATED TO ALLOW AMPLE WORK AREA
<br />TO WRAP NON—WOVEN GEOTEXTILE.
<br />4. NON—WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION WITH FULL SEAM OVERLAP
<br />TO PROVIDE FULL PROTECTION FROM SOIL INTRUSION.
<br />5. CONCRETE ENCASEMENT TO BE CAST IN PLACE AROUND CONNECTION.
<br />6. CONNECTION AND PIPE TO BE BACKFILLED PER ASTM D2321.
<br />7. IN LIEU OF AN INTERNAL CYLINDER, A WATERTIGHT REPAIR COUPLER CAN BE USED
<br />TO CONNECT HDPE TO CMP.
<br />8. INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS.
<br />STD -6011 NOTE: ALL DIMENSIONS ARE NOMINAL
<br />MARSH STREET, STA 20+38 TO 27+19
<br />MARSH STREET, STA 21+53 TO 22+62, 28' RT
<br />MARSH STREET, STA 42+85 TO 43+13, 25' LT
<br />EP (TYP)
<br />CONFORM O EP
<br />CONFORM
<br />EXISTING WIDTH
<br />12' MIN.
<br />TYPE D
<br />0.30' ASPHALT CONCRETE OVER SHAPED
<br />AND COMPACTED NATIVE MATERIAL.
<br />SAN JOAQUIN COUNTY
<br />`■ ` GARDEN ACRES - WALKER LANE AREA STORM
<br />B E Y O N D E N 0 I N E E R I N Q DRAINAGE IMPROVEMENTS - PHASE 2A & 213
<br />1090 HOWARD ROAD, WM 125 MADERA, CA 93637
<br />659.88t5220 TEL 559.86t4440 FAX WWWAOLTE.COM PREPARED FOR: SAN JOAQUIN COUNTY DATE SUBMITTED: 11-29-07
<br />STD -605
<br />4
<br />15 SHE[
<br />SCALE
<br />VERTICAL: 1'= N/A
<br />HORIZONTAL: 1' --NIA
<br />MT6014800
<br />
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