|
6" MIN.
<br />D+16" MIN.
<br />D+24'* MAX.
<br />NOTES
<br />1. IF CONSTRUCTED IN AN EXISTING STREET, THE PAVEMENT AND SUBGRADE SHALL BE
<br />SUBJECT TO THE CONDITIONS SHOWN ON STANDARD DWG. NO. 50.
<br />2. THIS PIPE BEDDING DETAIL SUITABLE TO STABLE SOIL CONDITIONS ONLY.
<br />3. REFER TO SECTION 71 IN THE STANDARD SPECIFICATIONS.
<br />4. HDPE - HIGH DENSITY POLYETHYLENE PIPE,
<br />WV. NO. I REV, DATE I RIV, BY TRENCH SECTION ATEY 0 APPROVED BY OT
<br />5 16/l/20001HLE/RH 0, G
<br />mamuhl 7/1/91 HDPE PIPE LATI,, 01/09/02
<br />M.BY RC SCALE CITY OF STOCKTON NUICA-111S � DRAM
<br />X BY 91 NINE DEPARTMENT OF PUBLIC WORKS 2/23/95
<br />I I " A.C.OVER 6 11
<br />2 CONCRETE COLLAR MAINTENANCE
<br />CONCRETE COLLAR CONSTRUCTION TYPICAL HOLE FRAME
<br />FOR ALL M.H. IN STREET COVER TO
<br />FINISHED GRAD'CONFORM TO
<br />_N STANDARD
<br />7 PAVEMENT AREA. DRAWING NO. 54,
<br />GROUT FRAME
<br />TO GRADE RING.
<br />212" MAX, SLOPE TO MATCH
<br />MAX,
<br />FINISHED GRADE.
<br />2" 24" DIA. 3"-6" PRECAST
<br />REINFORCED
<br />CONCRETE GRADE
<br />RINGS AS REQUIRED
<br />2'-6" (SEE NOTE NO. 3).
<br />PRECAST REINFORCED
<br />CONCENTRIC M.H.
<br />CONE,
<br />(2) 1" HANDLING HOLES,
<br />180 DEG. APART, TO BE
<br />PLUGGED WITH MORTAR
<br />AFTER INSTALLATION,
<br />5" 48" DIA. MORTAR ALL JOINTS
<br />AND ALL GRADE
<br />VARIABLE RINGS AND SECTIONS
<br />2:1 MIX.
<br />GROUT
<br />3" TO �UT
<br />6" TOP OF 6"
<br />PIPE
<br />SLOPE AT +
<br />1 7FT.
<br />4 1 CLASS "B"
<br />.m CONCRETE BASE
<br />NOTES 8" MIN_
<br />1. PRECAST CONCRETE M.H. UNITS SHALL CONFORM TO A.S.T.M. C-478.
<br />2. CONSTRUCT PIPE STUB JOINT, 2'-0" MINIMUM TO 12'-0" MAXIMUM FOR PVC PIPE AND
<br />2'-O" MAXIMUM FOR RIGID PIPE FROM BASE OF M.H.
<br />3. PRIOR APPROVAL FROM THE CITY ENGINEER MUST BE OBTAINED BEFORE 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, I REV. DATE BE _v -BY TYPE 1 MAINTENANCE HOLE FOR PS11SION APPROVED By CITY ENCINEER
<br />4 16/1/20031HL/EA d-
<br />DICITIZIU) 1/1/92 PPLZ) JY D�AMETER OR SMALLER DATE,, 11/25/03 a �t_
<br />DWG. BY RC I SaoCITY OF STOCKTON Iffid-laRlIq � DI NO,
<br />CK BY I NONE DEPARTMENT OF PUBLIC WORKS Ol/D9/02 55
<br />AL JA
<br />STANDARD
<br />FRAME AND
<br />COVER
<br />tz L.
<br />PLAN VIEW,
<br />EXISTING
<br />M.H.
<br />WATER SEE
<br />TIGHT SEAL
<br />4'-0" MIN, NOTE
<br />SEE NOTE NO. 7
<br />NO, 4
<br />VARIABLE SEE
<br />NOTE
<br />GTE
<br />NO. 6 SEE NOTE
<br />NO. 2 2'-O" MIN.
<br />SEE
<br />NOTE
<br />NO 3
<br />+
<br />SMOOTH
<br />1/4 BREAK OUT 3-0'
<br />NOTES SECTION A -A RADIUS TOP OF PIPE SECTION B -B
<br />BEND.
<br />1. THIS INSTALLATION SHALL BE USED ON EXISTING M.H. WHERE THE DIFFERENCE IN ELEVATION
<br />BETWEEN THE TOP OF THE OUTLET PIPE AND THE INVERT OF THE FEEDER OR COLLECTOR
<br />SEWER EXCEED 24".
<br />2. 24" MAXIMUM.
<br />3. FLEXIBLE JOINT - BELL & SPIGOT OR CAULDER COUPLING. SOLVENT WELDED JOINT NOT
<br />PERMITTED.
<br />4. THIS DETAIL SHALL ONLY BE USED FOR NEW SANITARY SEWER PIPES 12" OR LESS. PIPES
<br />LARGER THAN 12" SHALL REQUIRE SEPARATE APPROVAL BY THE CITY ENGINEER. P.V.C. OR
<br />A.B.S. PIPE MUST BE USED INSIDE M.H.
<br />5. INTERIOR OF M.H. TO BE COATED IN ACCORDANCE WITH SECTION 71-1.09 OF THE
<br />STANDARD SPECIFICATIONS.
<br />5. OPEN END AND CROSS FITTING.
<br />7. STAINLESS STEEL HANDS ANCHORED WITH STAINLESS STEEL BOLTS TO WALL 24" O.C. (TWO
<br />BANDS VIN.)
<br />REV. NO. m, DATE IREv By INSIDE SANITARY SEWER DROP ff�lll A1111111 BY CITY ENCINFER
<br />3 16/l/20001HLE/RH J. 0 eo_
<br />bleirlm 1/1/92 IN EXISTING MAINTENANCE HOLE DATE,. o1/o9/o2
<br />DIG. BY RC� SCALE CITY OF STOCKTON 1-11FIR-1.0 I DI
<br />CK BY NONE DEPARTMENT OF PUBLIC WORKS 2/23/95 5 2 A
<br />STANDARD LENGTH OF CARRIER PIPE
<br />RISER
<br />(TYP.) FOR 8" FOR 12"
<br />WIDE BAND WIDE HAND
<br />(6 STUDS, (8 STUDS, CARRIER PIPE
<br />12 WASHERS 16 WASHERS
<br />AND NUTS) AND NUTS) 114ER
<br />(TYP,)
<br />STEEL
<br />SPACER CASING PIPE
<br />BODY 45' 45'
<br />CARRIER PIPE
<br />45* 45'
<br />RISER
<br />(TYP.) CADMIUM PLATED
<br />STUDS, NUT, AND
<br />30' WASHERS (TYP.)
<br />45' 45'
<br />--115* RUNNER
<br />_f__
<br />15'1` (TYP.)
<br />CASING
<br />PIPE
<br />CASING SPACERS
<br />RUBBER SEAL
<br />CONNECTION BY PLUMBING CODE
<br />HOUSE BUILDER
<br />18
<br />MAX.
<br />JOINT CARRIER
<br />PIPE
<br />PIPE CASING PIPE
<br />SEAL ENDS
<br />CALPICO MODEL "C RUBBER SEAL.
<br />OR APPROVED EQUAL "C" OR APPROVED
<br />WITH STAINLESS STEEL STAINLESS STEEL
<br />STRAPS.
<br />OF CASING WITH
<br />CALPICO MODEL
<br />EQUAL WITH
<br />STRAPS.
<br />FOR NOTES, SEE
<br />DWG, NO. 60A.
<br />PONT OF
<br />CONNECTION
<br />FROM
<br />STRUCTURE
<br />REV. NO. REV, DATE BE
<br />3 16/l/200'HL/EA_. JACKING DETAILS FOR PIPES
<br />DICIII 1/1/92
<br />REVISION APPROVED BY CITY ENCINEER
<br />3' 0'
<br />11/25/03
<br />DIVC. BY RC I SCALE CITY OF STOCKTON
<br />CK. BY NONE DEPARTMENT OF PUBLIC WORKS
<br />DATE:
<br />ORMICARTS' DRAYINC No.
<br />01/09/021 60
<br />0 5"
<br />At JA 2'-6"
<br />3"
<br />5" L4' L 5.1
<br />CONCENTRIC CONE SECTION A -A
<br />(STANDARD INSTALLATION) _02`014 ,
<br />BL JH
<br />31-01.
<br />ECCENTRIC CONE 5 4'-0"
<br />(USE WITH PRIOR APPROVAL) SECTION B -B
<br />2' -o",
<br />JC 5- 5
<br />2
<br />MIN.
<br />,-_'o_
<br />SECTION C -
<br />CONCENTRIC SHORT CONE
<br />NOTES: (USE WITH PRIOR APPROVAL)
<br />1. INTERIOR OF CONE TO BE COATED IN ACCORDANCE WITH SECTION 71-1,09A OF THE
<br />STANDARD SPECIFICATIONS.
<br />2. ALL HANDLING HOLES SHALL BE PLUGGED WITH CONCRETE MORTAR AFTER CONE
<br />INSTALLATION
<br />REV. NO. IRRY. DATE I REV. BY PRE -CAST CONCRETE RE IDN APPROVED BY CITY FSCINFER
<br />3 14/8/931 SA 1�11L�l T o-qo_
<br />DICITIZED 1/1/92 MAIN I-ENANCE HOLE CONES DATE, 01/09/02
<br />$0
<br />,j9R,ffDR,3 I
<br />DWG. BY RC SCALE CITY OF STOCKTON , , DIUYWC No,
<br />CK. BY NONE DEPARTMENT OF PUBLIC WORKS 11/8/80 53
<br />PIPE SIZE & TYPE �k
<br />6" VITRIFIED CLAY
<br />8" VITRIFIED CLAY
<br />REV. NO. REV. DATE I REV. BYI RED BY CITY EICINEER
<br />1 3 16/1/20031 HL/EA JACKING DETAILS FOR PIPES ?is
<br />DIGITIZE➢ 1/1/92 noT. i i
<br />LETTERS SPECIFIED CAST IRON SKID
<br />TO BE 2" HIGH RESISTANT COVER
<br />LOCATED IN THIS 0 Ll 1�
<br />AREA, (ix., SANITARY p Ll li
<br />SEWER, STORM DRAIN, Q 0
<br />OR SANITARY, STORM,
<br />WATER). El CAST
<br />oEj 0 IRON
<br />moo 0 FRAME
<br />El 0 0 00 El 0 El El
<br />0 Ej o 0
<br />0o El 0 SEE
<br />El NOTE
<br />PRY HOLE 0 0 NO. 1
<br />El ADDITIONAL
<br />PICK HOLE
<br />1" X 141.
<br />1j" CIA. GROUT FOUNDRY, COUNTRY OF
<br />HOLES. 3 HOLES PLAN ORIGIN AND DATE OF
<br />EQUALLY SPACED. MANUFACTURE IN THESE
<br />LOCATIONS.
<br />27"
<br />25
<br />STRAIGHT 25
<br />SIDES
<br />4
<br />SEE 24" 2
<br />NOTE
<br />NO 3 32
<br />SECTION
<br />NOTES
<br />1. M.H. FRAME AND COVER TO BE "PINKERTON TYPE" A-624 OR APPROVED EQUAL.
<br />V.H. COVERS FOR STORM DRAIN SHALL HAVE 4 VENT HOLES CORED IN THE COVER.
<br />2. COVER SHALL BE DESIGNED TO WITHSTAND HS -20 HIGHWAY LOADING.
<br />3. FRAME AND COVER SHALL BE FULLY MACHINED TO ASSURE INTERCHANGEABILITY AND A
<br />CLOSE, QUIET FIT.
<br />4. SEE SECTION 75-1.02A, OF THE STANDARD SPECIFICATIONS.
<br />REV. NO. REV DATE M.. BY I K.ANNTFNANCE HOLEDIED BY CITY ENGINEER
<br />6 16/1/2003 HL/EA 7111 0, 0
<br />DICITIZED 7/1/90 FRAME AND COVER DATE 11 /25/03
<br />rPfR,ffDE,l I
<br />DWG. BY RC � SCALE CITY OF STOCKTON , T, DJUIVWC No
<br />CK BY NONE DEPARTMENT OF PUBLIC WORKS 01/09/02 5 4
<br />SEE DRAWING NO. 63 FOR
<br />LOCATION OF CLEANOUT RISER
<br />4" BRASS CLEANOUT PLUG .. C
<br />SEE NOTE NO. 1 & 3.
<br />CAP
<br />PRE -GRADING INSTALLATION
<br />PRIOR TO INSTALLING
<br />12" CONCRETE BOX AND COVER
<br />CAST IRON
<br />NO HUB
<br />CLEAN OUT BODY
<br />4" CLEANOUT
<br />RISER (NO HUB)
<br />ALTERNATE CONFORM TO UNIFORM
<br />LATERAL
<br />CONNECTION BY PLUMBING CODE
<br />HOUSE BUILDER
<br />90% COMPACTION OR
<br />FILL WITH CONTROL
<br />DENSITY FILL
<br />INSTALL 45'
<br />WYE -TEE
<br />COMBINATION
<br />PONT OF
<br />CONNECTION
<br />FROM
<br />STRUCTURE
<br />LATERAL TO
<br />SEWER MAIN (SEE
<br />DRAWING NO. 63)
<br />CAP
<br />8'-6" MIN.
<br />N
<br />CITY LIMIT,
<br />MAINTENANCE.
<br />"B" -POINT OF
<br />CONNECTION TO
<br />CITY SYSTEM.
<br />NOTES
<br />1, ALL FACILITIES TO BE INSTALLED BY SUBDIVIDER, EXCEPT CLEANOUT, BOX AND COVER
<br />WHICH SHALL BE INSTALLED BY PLUMBER, ALL FACILITIES ABOVE POINT "B" TO BE
<br />MAINTAINED BY PROPERTY OWNER IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE.
<br />2. ALL FACILITIES BELOW POINT "B" TO BE MAINTAINED BY THE CITY THROUGH PROPERTY
<br />OWNER'S CLEANOUT "C".
<br />WHEN CLEANOUT FALLS IN DRIVEWAY, INSTALL "CHRISTY" #F -8C OR "BROOKS" #1 -SP
<br />(OR EQUAL CONCRETE BOX AND COVER) CAST IRON TRAFFIC COVER. -BROOKS" #3 -RT
<br />MAY ALSO BE USED.
<br />REV. NO. IPJV DATE REV ffI 09D BY CITY ENCLYEER
<br />6 16/l/20031 HL/EA CLEANOUT 71 , J. 0, PQO-
<br />DICITMED 1/1/92 DATE, 11/25/03
<br />1 KIE8
<br />BY RC � SCALE CITY OF STOCKTON A1171A TED DRAAWC NO.
<br />CK 64 NONE DEPARTMENT OF PUBLIC WORKS 01/09/02 1
<br />SHEET NUMBER
<br />C-604
<br />
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