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<br />NOTE
<br />1. ALL PIPE FIRINGS IN CONTACT WITH WATER SHALL BE LEAD FREE (<0.25%
<br />LEAD) AND COMPLIANT -0 NSF-61/SECRON 8.
<br />OPTIONS: THESE OPTIONS MAY BE REQUIRED BY CWS CO AT THEIR DEME ER
<br />1. FOR 2" BLOW OFFS LOCATED OUTSIDE TRAVELED WAYS OR WHERE STREET
<br />RECONSTRUCTION IS NOT A CONCERN, THE BALL VALVE MAY BE PLACED
<br />CLOSER TO FINISHED GRADE (+/-12") WITH SHORTER OR NO PERMANENT
<br />RISER. SWING JOINT (ONE STREET ELL) MAY BE ADDED AS AN OFFSET TO
<br />PROPERLY LOCATE THE BALL VALVE.
<br />2. IN LIEU OF NOTCHING VALVE CASING FOR X' PIPE, CASING MAY BE SET ON
<br />BRICKS OR PRESSURE TREATED LUMBER SO CASING IS JUST ABOVE 2" PIPE.
<br />3. W LIEU OF CAP WITH FLANGED OPENING FOR 12" PIPE, 12" x 4" REDUCER
<br />PO WITH FIELD LOK GASKETS MAY BE USED
<br />2"
<br />2" x 12" NIPPLE LEAD FREE
<br />DRABS (ADJUST LENGTH OF
<br />NIPPLE IF WATER HAS GREATER
<br />OR LESS THAN 4' OF COVER).
<br />THAN 4' OF
<br />BLOCK CAP WITH
<br />LATEST REVISION f
<br />l:A]IrvU uLIAIL
<br />4" PLUG THREADED
<br />PO w/FIELD
<br />4' THREADED COMPANION
<br />LOK GASKETS
<br />FLANCE 6 HOLES
<br />TR FLEX CAP
<br />�A}
<br />OR EQUAL WITH
<br />7
<br />"
<br />(TYR) More,(TYp)
<br />DI PIPE, TR
<br />4' NOMINAL
<br />FLEX OR EQUAL
<br />of
<br />{
<br />6" RESTRAINED
<br />60 DI FOE -POE
<br />COVER
<br />V LONG
<br />r
<br />6"
<br />BLOW -OFF ASSEMBLY
<br />FOR
<br />18" AND LARGER PIPE
<br />4' GATE VALVE
<br />N.T.S.
<br />_ Q
<br />j -_ under pavement
<br />4" DI PIPE FOE -POE, 3-6"
<br />D+16" MIN.
<br />PO w/FIELD
<br />IMPORT OR SUITABLE SITE
<br />y
<br />a^�
<br />LONG (ADJUST LENGTH OF
<br />❑+24' MAX
<br />LOK GASKETS
<br />to a min relative
<br />PIPE IF DEPTH OF WATER MAIN
<br />OD/2 V compaction of 85%.
<br />y
<br />Compact in 6" layers
<br />HAS GREATER OR LESS
<br />CAP MECHANICAL
<br />compaction of 90%.
<br />THAN 4' OF COVER). 4
<br />JOINT TAPPED WITH 4"
<br />M
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<br />0OD
<br />FLANGED OPENING
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />(SEE OPTION 3)
<br />K
<br />of 0,25 Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft.
<br />CONCRETE THRUST
<br />2. Select native material or imported granular material as approved by the Director
<br />of Public Warks. Backfill with materials equal to or better than the existing
<br />BLOCK POURED AGAINST
<br />pavement and base in quality.
<br />3. Relative compaction of materials shall be tested in accordance with
<br />UNDISTURBED GROUND.
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />[4 SQ. FT. MIN. BEARING
<br />4. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />5. Jetting or ponding will be permitted within the street right-of-way with
<br />AREA]"
<br />DI PIPE
<br />DI PIPE
<br />4' ELL 90' PO
<br />w/FIELD OR GASKETS
<br />CONCRETE THRUST BLOCK POURED
<br />4" DI FOE -POE, 1' LONG
<br />AGAINST UNDISTURBED GROUND.
<br />specified in the special provisions.
<br />[18 SQ. FT. MIN, BEARING AREA FOR 12"
<br />34 SQ. FT. MIN. BEARING AREA MR 16"]
<br />Approved dy:
<br />TYPICAL TRENCH BACKFILL -/r/
<br />4" BLOW -OFF ASSEMBLY
<br />FOR 12" TO 16" PIPE
<br />N.T.S.
<br />STANDARD BLOW -OFF - CWS
<br />NOT TO SCALE
<br />2" PLUG LEAD FREE BRASS
<br />ELL 90
<br />BRASS
<br />Z' ELL 90' LEAD FREE BRASS
<br />2" x 3" NIPPLE LEAD FREE BRASS
<br />SS
<br />TH OF
<br />[[/--TAPPE)
<br />CAP MECHANICAL JOINT
<br />W OF ATFR 2" SR). I.P.T.
<br />DI PIPE OR FVC C-900 PIPE
<br />2" BLOW -OFF ASSEMBLY
<br />FOR 8" AND SMALLER PIPE
<br />N.T.S.
<br />I
<br />Ra:
<br />6" GATE VALVE
<br />❑
<br />0
<br />PO w/FIELD
<br />LAYERS TO A MIN. RELATIVE
<br />LOK GASKETS
<br />Existing
<br />TR FLEX CAP
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<br />OR EQUAL WITH
<br />7
<br />6" FOG OPENING
<br />(TYR) More,(TYp)
<br />DI PIPE, TR
<br />6" DI PIPE
<br />FLEX OR EQUAL
<br />of
<br />Me I or
<br />6" RESTRAINED
<br />60 DI FOE -POE
<br />MJ ADAPTER
<br />V LONG
<br />r
<br />6"
<br />BLOW -OFF ASSEMBLY
<br />FOR
<br />18" AND LARGER PIPE
<br />- i compaction of 95% -- -
<br />> and -- --- < Vor
<br />N.T.S.
<br />TRENCH DETAIL - COUNTY OF SAN JOAQUIN
<br />NOT TO SCALE
<br />24"} COVER
<br />(30" MIN. IN KERN
<br />CO. AND IF
<br />REQUIRED BY LOCAL
<br />GOVERNING AGENCY)
<br />4'
<br />6" PLUG THREADED
<br />6" THREADED COMPANION
<br />FLANGE 6 HOLES
<br />6" x 6" HYDRANT
<br />EXTENSION FILE. ,#150
<br />x 36" HYDRANT BURY
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<br />ENGINEERING
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<br />65
<br />DEPARTMENT
<br />REVFEIONS:
<br />AS. Charge Hegatug
<br />be Restrained HJ
<br />Adapter. W
<br />PWT 9HHBT:
<br />NA
<br />scALE:
<br />NONE
<br />DRAWN BY:
<br />Peralta
<br />BESIGNEB BY:
<br />"vn�
<br />STAMPT
<br />Mon:
<br />100
<br />wimirp
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<br />See. Note 1 Below
<br />LAYERS TO A MIN. RELATIVE
<br />DA E:
<br />Existing
<br />T-25-13
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<br />6" Min 6" Pavement 6" �6" Min
<br />7
<br />ESTIMATE NO.:
<br />(TYR) More,(TYp)
<br />DMWING NO.:
<br />i%Vt.
<br />r ~
<br />iSee
<br />of
<br />Me I or
<br />�� Note 2 Below 1 /X.
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<br />3 0" \ y -Compact in 12" max 3-0"
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<br />layers to a min relative \
<br />LAYERS TO A MIN. RELATIVE
<br />O
<br />- i compaction of 95% -- -
<br />> and -- --- < Vor
<br />COMPACTION OF 907 AT VARYING
<br />_ Q
<br />j -_ under pavement
<br />DEPTH. MATERIAL TO BE APPROVED
<br />D+16" MIN.
<br />Var \ - - 90% Outside pavement _ \\'
<br />IMPORT OR SUITABLE SITE
<br />y
<br />a^�
<br />EXCAVATED MATERIAL
<br />❑+24' MAX
<br />Compact in 24" max
<br />to a min relative
<br />OD/2 V compaction of 85%.
<br />y
<br />Compact in 6" layers
<br />to a min relative
<br />compaction of 90%.
<br />10" Min 10" Min TOM Min 00 -re- 10" Min
<br />M
<br />tJ
<br />0OD
<br />+ 2D" Min + 20" Min
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. New pavement shall be 1" thicker than existing pavement, minimum
<br />K
<br />of 0,25 Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft.
<br />2. Select native material or imported granular material as approved by the Director
<br />of Public Warks. Backfill with materials equal to or better than the existing
<br />pavement and base in quality.
<br />3. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />4. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />5. Jetting or ponding will be permitted within the street right-of-way with
<br />a 3 year bond, when approved by the Director of Public Works.
<br />6. When shown by sail composition and cornpactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />7. .Special bedding and backfill requirements may be shown on the plans or
<br />specified in the special provisions.
<br />r
<br />Approved dy:
<br />TYPICAL TRENCH BACKFILL -/r/
<br />ND. Rexbbn Oncd flan Oate-
<br />LTL
<br />co
<br />COUNTY OF SAN JOAQUIN
<br />Waleing for YOU
<br />aFPARTMPMOFPURLICWORK$
<br />Once: DEC lou std. Dwg. No. R.29
<br />L
<br />TRENCH DETAIL - COUNTY OF SAN JOAQUIN
<br />NOT TO SCALE
<br />24"} COVER
<br />(30" MIN. IN KERN
<br />CO. AND IF
<br />REQUIRED BY LOCAL
<br />GOVERNING AGENCY)
<br />4'
<br />6" PLUG THREADED
<br />6" THREADED COMPANION
<br />FLANGE 6 HOLES
<br />6" x 6" HYDRANT
<br />EXTENSION FILE. ,#150
<br />x 36" HYDRANT BURY
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<br />F31•amnli:E
<br />ENGINEERING
<br />Op1,1FOq,Vi9
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<br />65
<br />DEPARTMENT
<br />REVFEIONS:
<br />AS. Charge Hegatug
<br />be Restrained HJ
<br />Adapter. W
<br />PWT 9HHBT:
<br />NA
<br />scALE:
<br />NONE
<br />DRAWN BY:
<br />Peralta
<br />BESIGNEB BY:
<br />"vn�
<br />STAMPT
<br />Mon:
<br />100
<br />wimirp
<br />❑
<br />0
<br />ALL
<br />LAYERS TO A MIN. RELATIVE
<br />DA E:
<br />1. If the distance between cross -cuts are less then 150' the entire area between
<br />T-25-13
<br />V c
<br />corss-cuts shall be planed and resurfaced with one (1) inch of Asphalt Concrete.
<br />7
<br />ESTIMATE NO.:
<br />9
<br />DMWING NO.:
<br />i%Vt.
<br />CW -122R5
<br />of
<br />Me I or
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<br />the shoulder or lane, only that area shall be resufoced as shown.
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<br />4. If cross -cutting Is performed on Local Roads at intervals less then 150' a Seal
<br />LAYERS TO A MIN. RELATIVE
<br />O
<br />Coat for that halt of the roadway containing the trench con be used in lieu of
<br />COMPACTION OF 907 AT VARYING
<br />_ Q
<br />resurfacing. Section 2-5.03 (B-2).
<br />DEPTH. MATERIAL TO BE APPROVED
<br />D+16" MIN.
<br />f
<br />IMPORT OR SUITABLE SITE
<br />y
<br />a^�
<br />EXCAVATED MATERIAL
<br />❑+24' MAX
<br />3' minimum.
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<br />a
<br />vr 30
<br />Paved Shoulder rso
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<br />one (1) inch Asphalt Concrete Arco to be resurfaced With
<br />overlay existing surface to be one (1) Inch Asphalt
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<br />ALL
<br />LAYERS TO A MIN. RELATIVE
<br />DA E:
<br />1. If the distance between cross -cuts are less then 150' the entire area between
<br />T-25-13
<br />V c
<br />corss-cuts shall be planed and resurfaced with one (1) inch of Asphalt Concrete.
<br />7
<br />ESTIMATE NO.:
<br />9
<br />DMWING NO.:
<br />i%Vt.
<br />CW -122R5
<br />6/20/23
<br />Me I or
<br />I
<br />NEW PAVEMENT TO BE 1/8" HIGHER THAN
<br />DIAMOND SAW CUTTING, MILLING, OR ADJACENT PAVEMENT. APPLY FOG SEAL COAT
<br />OTHER APPROVED DEVICE SHALL BE OF CSS -1 OR SS -1 ASPHALT EMULSION.
<br />USED. REPAVE TO A CLEAN TO BE REMOVED AFTER
<br />STRAIGHT EDGE (TYP). Z_'_____TCOMPACT1ON & BEFORE PAVING
<br />COMPACT IN 72" MAX. 10'
<br />tai
<br />OT ES:
<br />LAYERS TO A MIN. RELATIVE
<br />�"" 'ry
<br />iy><
<br />1. If the distance between cross -cuts are less then 150' the entire area between
<br />COMPACTION OF 95% UNDER 3
<br />V c
<br />corss-cuts shall be planed and resurfaced with one (1) inch of Asphalt Concrete.
<br />THE PAVEMENT
<br />Jt "+;
<br />'"'<c.'
<br />2, The resurfacing requirements shall be In addition to County Standard Drawing No.
<br />wHiNATIC
<br />i%Vt.
<br />R-29.
<br />6/20/23
<br />e,�H ,,,
<br />3. Resurfacing for Bell Holes sholl meet these requirements. If excavation occurs within
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<br />the shoulder or lane, only that area shall be resufoced as shown.
<br />COMPACT IN 12" MAX.
<br />UOI�
<br />4. If cross -cutting Is performed on Local Roads at intervals less then 150' a Seal
<br />LAYERS TO A MIN. RELATIVE
<br />1 QWNI
<br />C Lf
<br />Coat for that halt of the roadway containing the trench con be used in lieu of
<br />COMPACTION OF 907 AT VARYING
<br />_ Q
<br />resurfacing. Section 2-5.03 (B-2).
<br />DEPTH. MATERIAL TO BE APPROVED
<br />D+16" MIN.
<br />f
<br />IMPORT OR SUITABLE SITE
<br />OJ�m
<br />a^�
<br />EXCAVATED MATERIAL
<br />❑+24' MAX
<br />3' minimum.
<br />U,
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<br />`o
<br />h
<br />a
<br />vr 30
<br />Paved Shoulder rso
<br />one (1) inch Asphalt Concrete Arco to be resurfaced With
<br />overlay existing surface to be one (1) Inch Asphalt
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<br />n � OF COUNTY ROADWAYS Nell Revision Dnrr ran 1 Date
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<br />DEPARTMENTOFPUBLICWORKS
<br />Walong fa YOUI Deta DEC 2014 Std. Dwg. No. R-37
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<br />TRENCH CUTTING POLICY
<br />CROSS CUTTING OF
<br />Approved 6y
<br />COUNTY ROADWAYS
<br />Na. Re can Dne ran Dale
<br />�4
<br />COUNTY OF SAN JOAQUIN
<br />Waking for YOU
<br />DEPARTMENTOFPUBLICWORKS
<br />Std. Beg. No. R-36
<br />Det,: DEC 2014
<br />NEW PAVEMENT TO BE 1/8" HIGHER THAN
<br />DIAMOND SAW CUTTING, MILLING, OR ADJACENT PAVEMENT. APPLY FOG SEAL COAT
<br />OTHER APPROVED DEVICE SHALL BE OF CSS -1 OR SS -1 ASPHALT EMULSION.
<br />USED. REPAVE TO A CLEAN TO BE REMOVED AFTER
<br />STRAIGHT EDGE (TYP). Z_'_____TCOMPACT1ON & BEFORE PAVING
<br />COMPACT IN 72" MAX. 10'
<br />tai
<br />I` SLL :ONwNt
<br />LAYERS TO A MIN. RELATIVE
<br />�"" 'ry
<br />iy><
<br />NOTE NO. 2 SUB GRADE
<br />COMPACTION OF 95% UNDER 3
<br />V c
<br />Drawing No. R-29.
<br />THE PAVEMENT
<br />Jt "+;
<br />'"'<c.'
<br />PAVEMENT SECTION SHALL BE
<br />wHiNATIC
<br />i%Vt.
<br />EQUIVALENT TO EXISTING PAVEMENT,
<br />6/20/23
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<br />BUT IN NO CASE LESS THAN 8"
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<br />FOR LOCAL AND COLLECTOR
<br />COMPACT IN 12" MAX.
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<br />STREET AND 13" FOR ARTERIALS
<br />LAYERS TO A MIN. RELATIVE
<br />1 QWNI
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<br />UNLESS OTHERWISE DIRECTED BY
<br />COMPACTION OF 907 AT VARYING
<br />_ Q
<br />THE ENGINEER.
<br />DEPTH. MATERIAL TO BE APPROVED
<br />D+16" MIN.
<br />f
<br />IMPORT OR SUITABLE SITE
<br />OJ�m
<br />i
<br />EXCAVATED MATERIAL
<br />❑+24' MAX
<br />3' minimum.
<br />If <3', the remainingTt.
<br />PIPE BEDDING:
<br />1p" COMPACT IN 6" MAX. LAYERS TO A
<br />B. MIN. RELATIVE COMPACTION 85%.
<br />MIN. MATERIAL TO BE IMPORTED SAND
<br />OR AN APPROVED CLEAN GRANULAR
<br />MATERIAL FREE OF ALL LUMPS AND
<br />SHAPE BOTTOM OF TRENCH D DEBRIS, ETC., HAVING THE FOLLOWING GRADING: 100%
<br />TO FR PIPE BARREL AND
<br />PIPE JOINTS. PIPE SHALL BE PASSING 3/4", 5%-20% PASSING
<br />CENTERED IN TRENCH. QQ NO. 200 MINIMUM SAND
<br />EQUIVALENT = 20.
<br />SEE NOTE #1 AND #6. 2 MECHANICAL MEANS COMPACTION BY
<br />TYPICAL TRENCH SE !M IMPROVED STREETS
<br />NOTES
<br />1. FOR RIGID PIPE, CONTRACTOR MAY, AT THEIR EXPENSE, EXCAVATE 6- BELOW THE
<br />BOTTOM OF THE PIPE AND REPLACE WITH SAND OR AGGREGATE SUBBASE IN LIEU OF
<br />SHAPING BOTTOM OF TRENCH T0. FR PIPE BARREL. JOINTS SHALL BE SHAPED IN
<br />EITHER CASE.
<br />2. WHEN EXCAVATION IS IN EXISTING PAVED STREETS. REPLACE PAVEMENT 12" ON EACH SIDE
<br />OF EXCAVATION, TRENCH, BELL HOLE OR POT HOLES. TO BE REMOVED AFTER COMPACTION
<br />& BEFORE PAVING.
<br />3. DEVIATION FROM ABOVE MAY BE ALLOWED WHEN APPROVED BY THE CITY ENGINEER.
<br />4. TRENCH - WHERE THE TRENCH SECTION PARALLELS: THE EXISTING CURB AND GUTTER,
<br />THE EDGE OF THE TRENCH SHALL BE A MIN. OF 1'-0" FROM LIP OF THE EXISTING
<br />GUTTER. THE PAVEMENT SHALL BE REMOVED AND REPLACED TO THE LIP OF THE GUTTER.
<br />5. CONTROLLED DENSITY FILL (COR) MAY BE USED IN LIEU OF SPECIFIED BACKFILL METHOD.
<br />MINIMUM TRENCH WIDTH MAY BE REDUCED TO 2-1/2" CLEAR OF EACH SIDE OF PIPE.
<br />& FLEXIBLE PIPE SHALL HAVE A C BEDDING OF GRANULAR MATERIAL AS DESCRIBED IN
<br />NOTE NO. I.
<br />7. ALL VERTICAL EDGES OF EXISTING ASPHALT CONCRETE SHALL BE TACK COATED.
<br />8. PAVING SHALL CONFORM TO SECTION 100-1.06 OF THE STANDARD. SPECIFICATIONS.
<br />9. ALL JOINT PIPE REPAIRS SHALL BE BEDDED WITH A MINIMUM OF 6 INCHES OF j"
<br />CRUSHED ROCK.
<br />RFVI.pN APPROVED C NGINfER'.
<br />EXISTING STREET TRENCH SECTION xo. _
<br />FOR TRENCHES LARGER THAN 8" ^ o :w 27 201 -
<br />CITY OF STOCKTON SCALE I SUPERSEDESDRAWING rvo.
<br />DWG. DATED
<br />MSDEPARTMENT OF PUBLICWORKS NONE los/os R-36
<br />TRENCH DETAIL - CITY OF STOCKTON
<br />NOT TO SCALE
<br />ENGINEERING
<br />DEPARTMENT
<br />REVISIONS:
<br />Te. INIT.
<br />NOES:
<br />/ITZ
<br />y/ Out
<br />DESIGNED BY:
<br />I. The resurfacing requirements shall be in addition to County Standard
<br />PUT
<br />Drawing No. R-29.
<br />❑
<br />ii
<br />2. If longitudinal cuts are required on o Local Rood a Seal Coat con be used
<br />wHiNATIC
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<br />for that half of the roadway containing the trench. Section 2-5.03 (B-1)'.
<br />6/20/23
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<br />Area to be resurfaced with
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<br />one (1) Inch Asphalt Concrete
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<br />overlay existing surface to be
<br />U1
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<br />planed, to accommodate overlay.
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<br />Section 2-5.02 (B-2).�y
<br />--Paved Shoulder
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<br />3' minimum.
<br />If <3', the remainingTt.
<br />pavement shall be removed
<br />and replaced before
<br />resurfacing.
<br />Section 2-5.02 (B-1).
<br />Area to be resurfaced with
<br />one (1) inch Asphalt Concrete Arco to be resurfaced With
<br />overlay existing surface to be one (1) Inch Asphalt
<br />planed to accommodate Concrete overlay existing
<br />overlay. Section 2-5.02 (13-2) surface to be planed to
<br />accommodate overlay.
<br />Section 2-5.02 (B-1).
<br />a
<br />• TRENCH CUTTING POLICY Approved by
<br />LONGITUDINAL CUTTING kj�klr
<br />n � OF COUNTY ROADWAYS Nell Revision Dnrr ran 1 Date
<br />',11177 COUNTY OF SAN JOAQUIN
<br />DEPARTMENTOFPUBLICWORKS
<br />Walong fa YOUI Deta DEC 2014 Std. Dwg. No. R-37
<br />ENGINEERING
<br />DEPARTMENT
<br />REVISIONS:
<br />PLAT SHEET NO.:
<br />STK-28-30, 29-30
<br />SCALE:
<br />DRAWN BY:
<br />Te. INIT.
<br />DIT nx❑
<br />/ITZ
<br />y/ Out
<br />DESIGNED BY:
<br />PUT
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<br />6/20/23
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<br />❑
<br />PLAT SHEET NO.:
<br />STK-28-30, 29-30
<br />SCALE:
<br />DRAWN BY:
<br />n
<br />AC
<br />/ITZ
<br />y/ Out
<br />DESIGNED BY:
<br />AC
<br />CHECKED BY:
<br />DATE:
<br />-- >_-.
<br />6/20/23
<br />APPROVED BY:
<br />ISATE:
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<br />6/20/23
<br />Exp. 9 30 24
<br />06/20/2023
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<br />DISTRICT:
<br />STOCKTON
<br />CITY/COUNTY:
<br />STOCKTON/SAN JOAQUIN
<br />DATE:
<br />JUNE 19, 2023
<br />PROJECT ID.:
<br />WO# 00129022
<br />DRAWING NO.:
<br />STK-9260
<br />BHT 15 OF 16
<br />
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