|
Class "B" Concrete -�
<br />8" 8"
<br />�--5' Min. -� �5' Min.:,
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />36" DIA.
<br />NOTES:
<br />1. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller.
<br />2. For pipe larger than 44" O.D., the foundation shall extend a minimum
<br />of 8" beyond each side of the pipe.
<br />3. Opening to be 3' long x (I.D. of pipe) wide, up to 36" I.D. pipe.
<br />For pipes larger than 36" I.D., opening to be 36" diameter or square.
<br />` " SADDLE -TYPE MANHOLE A' by
<br />F 0 R or.a., a nnw< wb..
<br />a.�by JLD PIPE 24" DIA. AND LARGER
<br />01 " by COUNTY OF SAN JOAQUIN Da SEPT. 1991
<br />s•"• NONE DEPAM n OF "lana *awes u."yro x D - 18
<br />(CONT'D FROM DWG. 56)
<br />TABLE VALUES FOR 'F'
<br />__7F'
<br />A Grout smooth
<br />all edges of pipe opening
<br />p2
<br />8•,�
<br />36"
<br />#5 Rebars (typical)
<br />63"
<br />10"
<br />39"
<br />10"
<br />66"
<br />10 4
<br />42"
<br />8 4
<br />69"
<br />10 4„
<br />45"
<br />7 4
<br />72"
<br />11"
<br />48
<br />8"
<br />78"
<br />11 4„
<br />51
<br />8 2
<br />84"
<br />12 2„
<br />54"1.
<br />DEPARTMENT OF PUBLIC WORKS
<br />90„
<br />13 4„
<br />57"
<br />9 4
<br />96„
<br />14"
<br />t9
<br />1
<br />4
<br /># 5
<br />Min.
<br />A
<br />3' Opening (See Note No 3)
<br /># 4
<br />5'-2"
<br />PLAN VIEW
<br />2
<br /># 4
<br />4' Dia.
<br />4
<br /># 5
<br />4'-81
<br />2
<br /># 4
<br />5'-2"
<br />Standard storm drain manhole
<br />2
<br /># 4
<br />6'-4"
<br />4
<br />refer to Standard Drawing
<br />5'-0"
<br />4
<br />3' dia.
<br />5'-2"
<br />No. D-17.
<br />2
<br />4' Dia.
<br />or sq.
<br />4
<br />Grout to Foundation
<br />5'-4"
<br />4
<br />3"
<br />5'-2"
<br />54"
<br />2
<br />Dia. of
<br />6'-4"
<br />4
<br /># 5
<br />5'-8"
<br />plp3,.
<br /># 4
<br />5'-2"
<br />57"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br />fl
<br />5'-111
<br />4
<br /># 4
<br />5'-2"
<br />60"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />2„1
<br />4
<br />Class "B" Concrete -�
<br />8" 8"
<br />�--5' Min. -� �5' Min.:,
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />36" DIA.
<br />NOTES:
<br />1. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller.
<br />2. For pipe larger than 44" O.D., the foundation shall extend a minimum
<br />of 8" beyond each side of the pipe.
<br />3. Opening to be 3' long x (I.D. of pipe) wide, up to 36" I.D. pipe.
<br />For pipes larger than 36" I.D., opening to be 36" diameter or square.
<br />` " SADDLE -TYPE MANHOLE A' by
<br />F 0 R or.a., a nnw< wb..
<br />a.�by JLD PIPE 24" DIA. AND LARGER
<br />01 " by COUNTY OF SAN JOAQUIN Da SEPT. 1991
<br />s•"• NONE DEPAM n OF "lana *awes u."yro x D - 18
<br />(CONT'D FROM DWG. 56)
<br />TABLE VALUES FOR 'F'
<br />__7F'
<br />D2
<br />REVISION APPROVED BY CITY ENGINEER
<br />1O1. 1 4, 0
<br />DATE' 01/09/02
<br />p2
<br />F'
<br />36"
<br />11
<br />63"
<br />10"
<br />39"
<br />10"
<br />66"
<br />10 4
<br />42"
<br />8 4
<br />69"
<br />10 4„
<br />45"
<br />7 4
<br />72"
<br />11"
<br />48
<br />8"
<br />78"
<br />11 4„
<br />51
<br />8 2
<br />84"
<br />12 2„
<br />54"1.
<br />DEPARTMENT OF PUBLIC WORKS
<br />90„
<br />13 4„
<br />57"
<br />9 4
<br />96„
<br />14"
<br />t9
<br />1
<br />4
<br /># 5
<br />(SEE DRAWING NO. 56B, 56C FOR ADDITIONAL DETAILS)
<br />NOTES:
<br />1. LENGTH SHAL: B: 5'-6" UNLESS OTHERWISE SHOWN ON THE IMPROVEMENT PLANS.
<br />2. THICKNESS Or D. SHALL VARY WHEN NECESSARY TO PROVIDE LEVEL SEAT FOR
<br />M.H. BARREL.
<br />3. REINFORCING STEE- SHALL BE ROUND, DEFORMED BARS, 2" CLEAR MINIMUM FROM
<br />FACE OF CON -RE E SIZES AND LENGTH ARE SHOWN IN TABLE ON DRAWING 56C.
<br />4. CONCRETE SHALL BE 3000 LBS. PER SQ. INCH MINIMUM AT 28 DAYS.
<br />5. RINGS, REDUCERS, AND M.H. BARRELS FOR ACCESS SHAFT SHALL BE SEATED IN
<br />CONCRETE. MORTAR COMPOSED OF ONE PART CEMENT TO 1-1/2" PARTS SAND BY
<br />VOLUME AND NEATLY POINTED OR WIPED INSIDE THE SHAFT.
<br />6. FLOOR OF M.H. SHALL BE STEEL TROWELED TO SPRING LINE.
<br />7. BASE OF M.H. SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE
<br />CONTRACTOR SHALL HAVE THE OPTION OF PLACING A CONSTRUCTION JOINT AT THE
<br />SPRING LINE, WITH A LONGITUDINAL KEYWAY.
<br />8. INTERIOR OF SANITARY SEWER M.H.'S SHALL BE COATED IN ACCORDANCE WITH
<br />SECTION 71-1.09 OF THE STANDARD SPECIFICATIONS.
<br />9. M.H. STATIONING ON IMPROVEMENT PLAN -SHALL BE TO THE CENTER OF M.H.
<br />30"-1
<br />_7T
<br />0"I_7T
<br />SEE STANDARD
<br />DRAWING NO. 59 FOR
<br />RING AND COVER.
<br />NATURAL GROUND OR FASTEN WITH (3)
<br />PAVEMENT. x 8" BOLTS
<br />SEE DWG. 46,
<br />NOTE NO. 6.
<br />/ 45'
<br />PLUG END
<br />ELEVATION
<br />12 J
<br />CLASS "B"
<br />6" DIA. CONCRETE
<br />PIPE
<br />END VIEW
<br />NOTE:
<br />LAMPHOLE MAY BE INSTALLED AT END OF SANITARY SEWER LINES ONLY WITH
<br />APPROVAL FROM THE CITY ENGINEER.
<br />REV. N0. KEY. LUTE REV BY ILMI
<br />s s/1/2000HLE/RH LAMPHOLE v"j�-
<br />DICIITZED 1/i/92 PRE; 01/09/02
<br />DIC. BY RcSCALE CITY OF STOCKTON wilU D D�uC
<br />CR BY NONE DEPARTMENT OF PUBLIC WORKS 2/3/95
<br />REV. N0. I REV. DATE I REV. BY
<br />TYPE 2 MAINTENANCE HOLE FOR
<br />PIPES 36 DIA. AND LARGER
<br />REVISION APPROVED BY CITY ENGINEER
<br />1O1. 1 4, 0
<br />DATE' 01/09/02
<br />4 6/1 /2000 HLE/RH
<br />DIGITIZED 1/1/92
<br />DWG. BY RC
<br />SCALE
<br />NONE
<br />CITY OF STOCKTON
<br />DEPARTMENT OF PUBLIC FORKS
<br />SUP C TIS
<br />2/23/95
<br />DRUINC N0.
<br />56A
<br />CR BY I
<br />' CORE $" DIA. HOLE -�1 11
<br />- -
<br />2 R
<br />3" R
<br />COKL �,)I HULtJ FOIL
<br />DIA. ANCHOR BOLTS
<br />1
<br />PLAN
<br />1 �»
<br />LETTER "S" PLACED AT
<br />CENTER OF COVER
<br />MACHINED
<br />16" SURFACES
<br />- 13 I f i" 1
<br />-------------
<br />" R
<br />SECTION A -A
<br />REV No.
<br />REV DATE REV BY1
<br />'C' BAR 45i-45- H ENDS s"
<br />LAMPHOLE
<br />'E' BAR
<br />°R APPROVED BY QTY IX YBER
<br />NO.REQ'D
<br />SIZE
<br />LENGTH
<br />NO.REQ'D
<br />SIZE
<br />;Ikl" T0�"`
<br />DICTITZED
<br />/,/92
<br />LENGTH
<br />RING & COVER
<br />2
<br />All 01/09/02
<br />DIC. BY
<br />RC
<br />SCALE
<br />4'-6"
<br />CITY OF STOCKTON
<br /># 4
<br />W=VADT o
<br />BRAIVLYC Na
<br />CK BY
<br /># 4
<br />NONE
<br />4
<br />DEPARTMENT OF PUBLIC WORKS
<br />4'-7"
<br />2
<br />Q
<br />(CONT'D FROM DWG. 56B)
<br />NOTES:
<br />1. WHEN DEPTH OF MAINTENANCE HOLE FROM STREET GRADE TO TOP OF BOX IS LESS
<br />THAN 2'-10.5" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS. CONSTRUCT
<br />MONOLITHIC SHAFT AS SHOWN. THE CONTRACTOR SHALL HAVE THE OPTION OF
<br />CONSTRUCTING SHAFT AS SHOWN FOR ANY DEPTH OF MAINTENANCE HOLE.
<br />2. PER SECTION A -A ABOVE, IN PAVED STREETS THE MAXIMUM HEIGHT SHALL BE 10.5"
<br />AND THE MINIMUM HEIGHT 7.5"; IN UNPAVED STREETS THE MAXIMUM HEIGHT SHALL BE
<br />16.5" AND THE MINIMUM HEIGHT 13.5".
<br />REINFORCING STEEL FOR M.H. BOX
<br />D,
<br />'C' BAR 45i-45- H ENDS s"
<br />'D' BAR
<br />'E' BAR
<br />DIA.
<br />NO.REQ'D
<br />SIZE
<br />LENGTH
<br />NO.REQ'D
<br />SIZE
<br />LENGTH
<br />NO.REQ'D
<br />SIZE
<br />LENGTH
<br />36"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 4
<br />4'-6"
<br />2
<br /># 4
<br />5'-2"
<br />39"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 4
<br />4'-7"
<br />2
<br /># 4
<br />5'-2"
<br />42"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />4'-72
<br />2
<br /># 4
<br />5'-2"
<br />45"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />4'-81
<br />2
<br /># 4
<br />5'-2"
<br />48"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />5'-0"
<br />4
<br /># 4
<br />5'-2"
<br />51 "
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />5'-4"
<br />4
<br /># 4
<br />5'-2"
<br />54"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />5'-8"
<br />4
<br /># 4
<br />5'-2"
<br />57"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />5'-111
<br />4
<br /># 4
<br />5'-2"
<br />60"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />6'-3"
<br />4
<br /># 4
<br />5'-2"
<br />63"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />6'-7"
<br />4
<br /># 4
<br />5'-2"
<br />66"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />6'-10
<br />4
<br /># 4
<br />5'-2"
<br />69"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />7'-2�1
<br />4
<br /># 4
<br />5'-2"
<br />72"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />7'-6"
<br />4
<br /># 4
<br />5'-2"
<br />78"
<br />2
<br /># 4
<br />-
<br />6' 4"
<br />4
<br /># 5
<br />8'- 11 "
<br />2
<br />4
<br /># 4
<br />5'-2"
<br />84"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 5
<br />8'-9"
<br />4
<br /># 4
<br />5'-2"
<br />90"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 6
<br />ll
<br />9'-42
<br />4
<br /># 4
<br />5'-2"
<br />96"
<br />2
<br /># 4
<br />6'-4"
<br />4
<br /># 6
<br />10'-0"
<br />4
<br /># 4
<br />5'-2"
<br />3. INTERIOR OF SANITARY SEWER MAINTENANCE HOLE SHALL BE COATED IN ACCORDANCE
<br />WITH SECTION 71-1.09 OF THE STANDARD SPECIFICATIONS.
<br />REV. N0.
<br />IREV. DATE I REV. BY
<br />TYPE 2 MAINTENANCE
<br />HOLE FOR
<br />BE►f ION APPROVED BY CITY ENGINEER
<br />4
<br />6/1 /2000 HLE/RH
<br />* FOR TABLE A, SEE
<br />A
<br />I
<br />^' 0
<br />DIGITIZED
<br />1/1/92
<br />PIPES 36 DIA. AND
<br />LARGER
<br />DATE: 01
<br />09/02
<br />DIC. BYRC
<br />rn
<br />W N0, 14,269 m
<br />oc EXPIRES 3-31-2005 -0
<br />LIP ,e
<br />qlF OFI CIA`�FOQ�
<br />SCALE
<br />CITY OF STOCKTON
<br />DUC DATID
<br />DRAWING N0.
<br />CK. BY
<br />DIC. BY RC
<br />NONE
<br />DEPARTMENT OF PUBLIC
<br />IORKS
<br />2/23/95
<br />5 6 C
<br />A
<br />12
<br />POUR
<br />AGAINST
<br />UNDISTURBEI
<br />EARTH
<br />(TYP.)
<br />1
<br />A
<br />PLAN
<br />II
<br />II B
<br />II
<br />I
<br />I
<br />I
<br />I
<br />II
<br />II
<br />I
<br />I
<br />LOCK SEAL
<br />DETAIL
<br />NOT TO SCALE
<br />�T, M0� DIFIED BY WONG
<br />NGINEERS, INC.
<br />SEAL DUCTILE IRON
<br />PIPE TO EXIST.
<br />SDMH (TYR)
<br />SEE DETAIL
<br />s
<br />NOTES,
<br />1) EXTERIOR CONCRETE WALL.
<br />2) PROVIDE A CORE DRILLED
<br />OPENING OF THE APPROPRIATE
<br />SIZE,
<br />3) RESILIENT SEAL WITH
<br />STAINLESS STEEL BOLTS.
<br />4) FILL ANNULAR SPACE WITH
<br />SPECIFIED EXPANSIVE FOAM
<br />SEALANT.
<br />5) INSTALLED 12' STEEL PIPE
<br />DSEAL DUCTILE IRON PIPE
<br />TO EXIST. SDMH (TYP.)� f. , t
<br />SEE DETAIL ABOVE.
<br />(1) INSTALL 6' PVC PIPE OCtlOTi5I3y
<br />& DUCTILE IRON CASING i�•*�,6-
<br />PER CITY OF STOCKTON U
<br />STD. PLAN 60 & 60A
<br />INV. 12.41 I'
<br />INLET
<br />en PIPE
<br />' m INV. 72' SD=9.20
<br />QRpFESS/ON
<br />I
<br />CONCRETE COLLAR CONSTRUCTION TYPICAL
<br />12" T F- ---
<br />* FOR TABLE A, SEE
<br />A
<br />NO.
<br />DESCRIPTION
<br />a
<br />DWG. NO. 57A.
<br />a!
<br />INLET
<br />•� TROUGH
<br />rn
<br />W N0, 14,269 m
<br />oc EXPIRES 3-31-2005 -0
<br />LIP ,e
<br />qlF OFI CIA`�FOQ�
<br />REV. N0. REV DATE REY BY
<br />OUTLET
<br />REVISION APPROVED BY QTY ENCDIEER
<br />^
<br />J. 0'
<br />DAIT; 01/09/02
<br />2 2/23/95 1 KB/DE.
<br />DIGITIZED 1/1/92
<br />DIC. BY RC
<br />scALE
<br />NONE
<br />CITY OF STOCKTON
<br />DEPARTMENT OF PUBLIC IIORKS
<br />Dw B;TED
<br />12/31/80
<br />ORATING N0.
<br />57
<br />CK. BY
<br />12" 24" DIA.
<br />3"-6" PRECAST
<br />Rs3„CLASS
<br />`
<br />"B"
<br />R=12" CONCRETE
<br />2 -6"
<br />BASE.
<br />W
<br />(SEE NOTE NO. 3).
<br />Z
<br />PRECAST REINFORCED
<br />PLAN
<br />STANDARD
<br />4'-0" DIA. M.H.
<br />g^
<br />"/FT
<br />3"
<br />6„
<br />[_I"/FT
<br />180 DEG. APART, TO BE
<br />3•.
<br />PLUGGED WITH MORTAR
<br />I� 1
<br />AFTER INSTALLATION.
<br />5 48" DIA.
<br />MORTAR ALL JOINTS
<br />a
<br />AND ALL GRADE
<br />VARIABLE
<br />8" MIN.
<br />SECTION A -A
<br />2:1 MIX.
<br />NOTES
<br />1.
<br />TROUGH WITHIN M.H. TO BE FULLY ACCESSIBLE.
<br />3" TO
<br />2.
<br />INLET PIPES NOT TO EXTEND MORE THAN 3" INTO M.H.
<br />6" 1" TOP OF
<br />PIPE
<br />3.
<br />OUTLET PIPE TO BE FLUSH AND ALL EDGES SMOOTH WITH M.H. WALL.
<br />4.
<br />CONSTRUCT FLEXIBLE PIPE JOINTS AT 2'-0" MAX. FROM
<br />BASE OF M.H.
<br />5.
<br />M.H. BOTTOM SHALL BE HYDRAULICALLY SHAPED IN THE
<br />FIELD AS DIRECTED.
<br />REv. No.
<br />REV DATE REV BY
<br />TYPICAL INTERSECTION FOR
<br />TYPE 1 MAINTENANCE HOLE
<br />NArB�BYQTYENCDIEEk
<br />B�Tt: 01/09 /02 RP��
<br />rcITIEED 1/, /s2
<br />DIC. BY
<br />RC SCALE
<br />CITY OF STOCKTON
<br />�• 8 _
<br />WC
<br />DRAIINC NO.
<br />CR BY
<br />NONE
<br />DEPARTMENT OF PUBLIC WORKS
<br />1. PRECAST CONCRETE M.H. UNITS SHALL CONFORM TO A.S.T.M. C-478.
<br />10/7/93
<br />7 8
<br />LOCK SEAL
<br />DETAIL
<br />NOT TO SCALE
<br />�T, M0� DIFIED BY WONG
<br />NGINEERS, INC.
<br />SEAL DUCTILE IRON
<br />PIPE TO EXIST.
<br />SDMH (TYR)
<br />SEE DETAIL
<br />s
<br />NOTES,
<br />1) EXTERIOR CONCRETE WALL.
<br />2) PROVIDE A CORE DRILLED
<br />OPENING OF THE APPROPRIATE
<br />SIZE,
<br />3) RESILIENT SEAL WITH
<br />STAINLESS STEEL BOLTS.
<br />4) FILL ANNULAR SPACE WITH
<br />SPECIFIED EXPANSIVE FOAM
<br />SEALANT.
<br />5) INSTALLED 12' STEEL PIPE
<br />DSEAL DUCTILE IRON PIPE
<br />TO EXIST. SDMH (TYP.)� f. , t
<br />SEE DETAIL ABOVE.
<br />(1) INSTALL 6' PVC PIPE OCtlOTi5I3y
<br />& DUCTILE IRON CASING i�•*�,6-
<br />PER CITY OF STOCKTON U
<br />STD. PLAN 60 & 60A
<br />INV. 12.41 I'
<br />(CONT'D FROM DWG. 57) M.H. FRAME AND
<br />COVER. SEE
<br />STANDARD DWG.
<br />N0. 54
<br />SEE DRAWING 53 m MODIFIED BY W13NG
<br />ENGINEERS, INC,
<br />48"
<br />SEE NOTE 4 DIAMETER
<br />(INSIDE)
<br />SEE NOTE 3 12" 'IfSEE TABLE A j� 12"
<br />� I I
<br />I
<br />I SECTION TO I m INSTALL 6' PVC PIPE
<br />BE REMOVED. I
<br />16 DUCTILE IRON CASING
<br />PER CITY OF STOCKTON
<br />I Q I STD, PLAN 60 & 60A
<br />INV. 12.41
<br />I- SEE NOTE 2 -4
<br />PIPE DIAMETER I I
<br />I I F OW I
<br />L
<br />m INV. 72' SD -920
<br />F'-- VARIABLE
<br />SECTION A -A
<br />TABLE A
<br />PIPE DIAMETER 36" THRU 39" 1 42" THRU 48" 1 54" THRU 72"
<br />CONE DIAMETER 48" 1 60" 1 72"
<br />NOTES:
<br />1. ALL CONE SECTIONS TO CONFORM TO A.S.T.M. C-478.
<br />2. MAINTENANCE HOLE TO BE PLACED SUCH THAT EXISTING, OR CAST IN PLACE PIPE,
<br />RUNS STRAIGHT THROUGH, BREAK OUT TOP OF PIPE TO A LENGTH EQUAL TO THE
<br />PIPE DIAMETER TO PIPE SPRING LINE.
<br />3. INSTALL CONCENTRIC PRE CAST CONCRETE CONE.
<br />4. IF REQUIRED, INSTALL STANDARD,48" PRE CAST CONCRETE VERTICAL SECTIONS TO
<br />MEET GRADE.
<br />5. CONSTRUCT FLEXIBLE PIPE JOINTS AT 2'-0" MAX. FROM BASE OF M.H.
<br />6. GROUT ALL M.H. JOINTS WITH 2 : 1 MIX MORTAR.
<br />7. INTERIOR OF SANITARY SEWER M.H. TO BE COATED IN ACCORDANCE WITH SECTION
<br />71-1.09 OF THE STANDARD SPECIFICATIONS.
<br />m MODIFIED
<br />REV. N0, REV DATE M-11' TYPE 3 MAINTENANCE HOLE FOR �IPPRo�DBYprI'ENt� n
<br />2 2/23/95 K8/01E r'� T 0'P^__
<br />DIGITISED 1/1/92 PIPES 36 DIA. AND LARGER 1111111. 01/09/02
<br />DIG. BY RC SCALE CITY OF STOCKTON rim
<br />57A
<br />CIL BY NONE DEPARTMENT OF PUBLIC WORKS 12/31/80
<br />DETAIL SHEET
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET
<br />5
<br />OF SIX
<br />FILE
<br />UNAUTHORIZED CHANGES AND USES,
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.,��
<br />en PIPE
<br />' m INV. 72' SD=9.20
<br />QRpFESS/ON
<br />CONCRETE COLLAR CONSTRUCTION TYPICAL
<br />12" T F- ---
<br />* FOR TABLE A, SEE
<br />e40 O OHpNCE WpN'l
<br />NO.
<br />DESCRIPTION
<br />VARIABLE
<br />®SEPARATION MANHOLE
<br />DWG. NO. 57A.
<br />A
<br />STANDARD
<br />rn
<br />W N0, 14,269 m
<br />oc EXPIRES 3-31-2005 -0
<br />LIP ,e
<br />qlF OFI CIA`�FOQ�
<br />REV. N0. REV DATE REY BY
<br />TYPE 3 MAINTENANCE HOLE FOR
<br />PIPES 36" DIA. AND LARGER
<br />REVISION APPROVED BY QTY ENCDIEER
<br />^
<br />J. 0'
<br />DAIT; 01/09/02
<br />2 2/23/95 1 KB/DE.
<br />DIGITIZED 1/1/92
<br />DIC. BY RC
<br />scALE
<br />NONE
<br />CITY OF STOCKTON
<br />DEPARTMENT OF PUBLIC IIORKS
<br />Dw B;TED
<br />12/31/80
<br />ORATING N0.
<br />57
<br />CK. BY
<br />(CONT'D FROM DWG. 57) M.H. FRAME AND
<br />COVER. SEE
<br />STANDARD DWG.
<br />N0. 54
<br />SEE DRAWING 53 m MODIFIED BY W13NG
<br />ENGINEERS, INC,
<br />48"
<br />SEE NOTE 4 DIAMETER
<br />(INSIDE)
<br />SEE NOTE 3 12" 'IfSEE TABLE A j� 12"
<br />� I I
<br />I
<br />I SECTION TO I m INSTALL 6' PVC PIPE
<br />BE REMOVED. I
<br />16 DUCTILE IRON CASING
<br />PER CITY OF STOCKTON
<br />I Q I STD, PLAN 60 & 60A
<br />INV. 12.41
<br />I- SEE NOTE 2 -4
<br />PIPE DIAMETER I I
<br />I I F OW I
<br />L
<br />m INV. 72' SD -920
<br />F'-- VARIABLE
<br />SECTION A -A
<br />TABLE A
<br />PIPE DIAMETER 36" THRU 39" 1 42" THRU 48" 1 54" THRU 72"
<br />CONE DIAMETER 48" 1 60" 1 72"
<br />NOTES:
<br />1. ALL CONE SECTIONS TO CONFORM TO A.S.T.M. C-478.
<br />2. MAINTENANCE HOLE TO BE PLACED SUCH THAT EXISTING, OR CAST IN PLACE PIPE,
<br />RUNS STRAIGHT THROUGH, BREAK OUT TOP OF PIPE TO A LENGTH EQUAL TO THE
<br />PIPE DIAMETER TO PIPE SPRING LINE.
<br />3. INSTALL CONCENTRIC PRE CAST CONCRETE CONE.
<br />4. IF REQUIRED, INSTALL STANDARD,48" PRE CAST CONCRETE VERTICAL SECTIONS TO
<br />MEET GRADE.
<br />5. CONSTRUCT FLEXIBLE PIPE JOINTS AT 2'-0" MAX. FROM BASE OF M.H.
<br />6. GROUT ALL M.H. JOINTS WITH 2 : 1 MIX MORTAR.
<br />7. INTERIOR OF SANITARY SEWER M.H. TO BE COATED IN ACCORDANCE WITH SECTION
<br />71-1.09 OF THE STANDARD SPECIFICATIONS.
<br />m MODIFIED
<br />REV. N0, REV DATE M-11' TYPE 3 MAINTENANCE HOLE FOR �IPPRo�DBYprI'ENt� n
<br />2 2/23/95 K8/01E r'� T 0'P^__
<br />DIGITISED 1/1/92 PIPES 36 DIA. AND LARGER 1111111. 01/09/02
<br />DIG. BY RC SCALE CITY OF STOCKTON rim
<br />57A
<br />CIL BY NONE DEPARTMENT OF PUBLIC WORKS 12/31/80
<br />DETAIL SHEET
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET
<br />5
<br />OF SIX
<br />FILE
<br />UNAUTHORIZED CHANGES AND USES,
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.,��
<br />1 J" A.C. OVER 6" CONCRETE COLLAR
<br />REVISIONS
<br />CONCRETE COLLAR CONSTRUCTION TYPICAL
<br />W❑NG ENGINEERS INC
<br />g PLANNING ENGINEERING SURVEYING
<br />I I }( 4578 FEATHER RIVER DRIVE, SUITE A
<br />11 STOCKTON, CALIFORNIA
<br />STOCKTON,
<br />DATE 8-7-2002
<br />R.C.E. 14269
<br />JOB NO,, 3338
<br />TRACT 3172
<br />MICHAEL ESTATES
<br />NO.
<br />DESCRIPTION
<br />DATE
<br />BY
<br />DATE, AUGUST 2002
<br />STANDARD
<br />SCALE, AS SHOWN
<br />DRAWN, SE
<br />DESIGN,
<br />CHECKED, ZCW
<br />(CONT'D FROM DWG. 57) M.H. FRAME AND
<br />COVER. SEE
<br />STANDARD DWG.
<br />N0. 54
<br />SEE DRAWING 53 m MODIFIED BY W13NG
<br />ENGINEERS, INC,
<br />48"
<br />SEE NOTE 4 DIAMETER
<br />(INSIDE)
<br />SEE NOTE 3 12" 'IfSEE TABLE A j� 12"
<br />� I I
<br />I
<br />I SECTION TO I m INSTALL 6' PVC PIPE
<br />BE REMOVED. I
<br />16 DUCTILE IRON CASING
<br />PER CITY OF STOCKTON
<br />I Q I STD, PLAN 60 & 60A
<br />INV. 12.41
<br />I- SEE NOTE 2 -4
<br />PIPE DIAMETER I I
<br />I I F OW I
<br />L
<br />m INV. 72' SD -920
<br />F'-- VARIABLE
<br />SECTION A -A
<br />TABLE A
<br />PIPE DIAMETER 36" THRU 39" 1 42" THRU 48" 1 54" THRU 72"
<br />CONE DIAMETER 48" 1 60" 1 72"
<br />NOTES:
<br />1. ALL CONE SECTIONS TO CONFORM TO A.S.T.M. C-478.
<br />2. MAINTENANCE HOLE TO BE PLACED SUCH THAT EXISTING, OR CAST IN PLACE PIPE,
<br />RUNS STRAIGHT THROUGH, BREAK OUT TOP OF PIPE TO A LENGTH EQUAL TO THE
<br />PIPE DIAMETER TO PIPE SPRING LINE.
<br />3. INSTALL CONCENTRIC PRE CAST CONCRETE CONE.
<br />4. IF REQUIRED, INSTALL STANDARD,48" PRE CAST CONCRETE VERTICAL SECTIONS TO
<br />MEET GRADE.
<br />5. CONSTRUCT FLEXIBLE PIPE JOINTS AT 2'-0" MAX. FROM BASE OF M.H.
<br />6. GROUT ALL M.H. JOINTS WITH 2 : 1 MIX MORTAR.
<br />7. INTERIOR OF SANITARY SEWER M.H. TO BE COATED IN ACCORDANCE WITH SECTION
<br />71-1.09 OF THE STANDARD SPECIFICATIONS.
<br />m MODIFIED
<br />REV. N0, REV DATE M-11' TYPE 3 MAINTENANCE HOLE FOR �IPPRo�DBYprI'ENt� n
<br />2 2/23/95 K8/01E r'� T 0'P^__
<br />DIGITISED 1/1/92 PIPES 36 DIA. AND LARGER 1111111. 01/09/02
<br />DIG. BY RC SCALE CITY OF STOCKTON rim
<br />57A
<br />CIL BY NONE DEPARTMENT OF PUBLIC WORKS 12/31/80
<br />DETAIL SHEET
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET
<br />5
<br />OF SIX
<br />FILE
<br />1 J" A.C. OVER 6" CONCRETE COLLAR
<br />MAINTENANCE
<br />CONCRETE COLLAR CONSTRUCTION TYPICAL
<br />HOLE FRAME
<br />FINISHED GRADEFOR ALL M.H. IN STREET
<br />COVER TO
<br />PAVEMENT AREA.
<br />CONFORM TO
<br />STANDARD
<br />DRAWING 54.
<br />GROUT FRAME
<br />n ,
<br />7 1" Q e e v
<br />TO GRADE RING.
<br />2 12" MAX. SLOPE TO MATCH
<br />FINISHED GRADE.
<br />12" 24" DIA.
<br />3"-6" PRECAST
<br />REINFORCED
<br />CONCRETE GRADE
<br />2 -6"
<br />RINGS AS REQUIRED
<br />(SEE NOTE NO. 3).
<br />PRECAST REINFORCED
<br />CONCENTRIC M.H.
<br />CONE.
<br />.a
<br />(2) 1" HANDLING HOLES,
<br />180 DEG. APART, TO BE
<br />3•.
<br />PLUGGED WITH MORTAR
<br />AFTER INSTALLATION.
<br />5 48" DIA.
<br />MORTAR ALL JOINTS
<br />AND ALL GRADE
<br />VARIABLE
<br />RINGS AND SECTIONS
<br />e
<br />2:1 MIX.
<br />GROUT
<br />3" TO
<br />6" 1" TOP OF
<br />PIPE
<br />6"
<br />'a
<br />SLOPE AT v + All,
<br />a
<br />CLASS "B"
<br />�• 8 _
<br />CONCRETE FOR
<br />"
<br />NOTES:
<br />BASE.
<br />1. PRECAST CONCRETE M.H. UNITS SHALL CONFORM TO A.S.T.M. C-478.
<br />2. CONSTRUCT PIPE STUB JOINT, 2'-O"•MINIMUM FROM BASE OF M.H.
<br />ATTACH PIPE WITH
<br />FLEXIBLE RUBBER COUPLING.
<br />3. PRIOR APPROVAL FROM THE CITY ENGINEER MUST BE OBTAINED BEFORE
<br />INSTALLING MORE
<br />THAN 12" OF GRADE RINGS.
<br />4. FOR TYPICAL PIPE INTERSECTION DETAIL SEE DRAWING NO. 78.
<br />5, INTERIOR OF SANITARY SEWER M.H. SHALL BE COATED IN ACCORDANCE WITH SECTION
<br />71-1.09 OF THE STANDARD SPECIFICATIONS.
<br />REV. No. RBV.DATE REVer
<br />TYPE 1 MAINTENANCE HOLE FOR
<br />sDNAPPRoraDBrQTYEIIDBEB
<br />3 6/1/2000 LE/R
<br />PIPES 33" DIAMETER OR SMALLER
<br />I
<br />g/
<br />DIGITIZED 1/,/s2
<br />RITE: 01 09 02
<br />2
<br />DIC. BY RC
<br />SCALE
<br />NONE
<br />CITY OF STOCKTON
<br />DEPARTMENT OF PUBLIC WORKS
<br />sDi� n�RES0
<br />2/23/95
<br />DRAW69C NO.
<br />55
<br />CK. BY
<br />*v"VMe.,c.awannw�wwswgwnww_waee\m.ar.aur•
<br />(CONT'D FROM DWG. 57) M.H. FRAME AND
<br />COVER. SEE
<br />STANDARD DWG.
<br />N0. 54
<br />SEE DRAWING 53 m MODIFIED BY W13NG
<br />ENGINEERS, INC,
<br />48"
<br />SEE NOTE 4 DIAMETER
<br />(INSIDE)
<br />SEE NOTE 3 12" 'IfSEE TABLE A j� 12"
<br />� I I
<br />I
<br />I SECTION TO I m INSTALL 6' PVC PIPE
<br />BE REMOVED. I
<br />16 DUCTILE IRON CASING
<br />PER CITY OF STOCKTON
<br />I Q I STD, PLAN 60 & 60A
<br />INV. 12.41
<br />I- SEE NOTE 2 -4
<br />PIPE DIAMETER I I
<br />I I F OW I
<br />L
<br />m INV. 72' SD -920
<br />F'-- VARIABLE
<br />SECTION A -A
<br />TABLE A
<br />PIPE DIAMETER 36" THRU 39" 1 42" THRU 48" 1 54" THRU 72"
<br />CONE DIAMETER 48" 1 60" 1 72"
<br />NOTES:
<br />1. ALL CONE SECTIONS TO CONFORM TO A.S.T.M. C-478.
<br />2. MAINTENANCE HOLE TO BE PLACED SUCH THAT EXISTING, OR CAST IN PLACE PIPE,
<br />RUNS STRAIGHT THROUGH, BREAK OUT TOP OF PIPE TO A LENGTH EQUAL TO THE
<br />PIPE DIAMETER TO PIPE SPRING LINE.
<br />3. INSTALL CONCENTRIC PRE CAST CONCRETE CONE.
<br />4. IF REQUIRED, INSTALL STANDARD,48" PRE CAST CONCRETE VERTICAL SECTIONS TO
<br />MEET GRADE.
<br />5. CONSTRUCT FLEXIBLE PIPE JOINTS AT 2'-0" MAX. FROM BASE OF M.H.
<br />6. GROUT ALL M.H. JOINTS WITH 2 : 1 MIX MORTAR.
<br />7. INTERIOR OF SANITARY SEWER M.H. TO BE COATED IN ACCORDANCE WITH SECTION
<br />71-1.09 OF THE STANDARD SPECIFICATIONS.
<br />m MODIFIED
<br />REV. N0, REV DATE M-11' TYPE 3 MAINTENANCE HOLE FOR �IPPRo�DBYprI'ENt� n
<br />2 2/23/95 K8/01E r'� T 0'P^__
<br />DIGITISED 1/1/92 PIPES 36 DIA. AND LARGER 1111111. 01/09/02
<br />DIG. BY RC SCALE CITY OF STOCKTON rim
<br />57A
<br />CIL BY NONE DEPARTMENT OF PUBLIC WORKS 12/31/80
<br />DETAIL SHEET
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET
<br />5
<br />OF SIX
<br />FILE
<br />
|