|
A
<br />Grout srnocl all edges of pipe opening
<br />r-- #5 Rebors (typical)
<br />I 1
<br />E
<br />1 0"
<br />Min, 3' Opening (See Note No 3)
<br />PLAN VIEW
<br />4' Dia
<br />Standard storm drain manhole
<br />71 refer to Standard Drawing
<br />Curb, cutter, and Edge of
<br />sidewalk
<br />171,
<br />4,pavement
<br />3" AC
<br />pavement
<br />12"
<br />12"J
<br />/X
<br />4'
<br />r
<br />-18
<br />4'
<br />L
<br />Blue Reflective Pavement Marker
<br />PLAN VIEW R/W
<br />Variable I
<br />Break a f f I
<br />check valve or
<br />refer to
<br />No, ill
<br />2" above ground line -
<br />Valve box, from and lid joint as l
<br />Standard [)rowing by director
<br />3' dial No. D-17, 4' Dia,Flanged by ring--tite adaptor
<br />or sq.(as required)
<br />/--Grout,to Foundation-.,------,.- 0 i..�
<br />o � Q f Water
<br />main
<br />2" pipe2' x 4' concrete
<br />anchor block
<br />Conc. thrust block
<br />refer to Standard
<br />2"
<br />Drawing No. W-5
<br />Conc. thrust
<br />bloc
<br />7-
<br />k refer to 6' flanged or flanged by
<br />Class "B" Concrete Standard Drawing
<br />NoW-5, ring-tite gate valve
<br />8"
<br />-- Tifco No. 11 tee or equal
<br />T- NOTES:
<br />Mir, �-5' Min 1. Fire hydrants shall be placed with pumper outlet facing directly towards
<br />SECTION -A SECTION -
<br />the street.
<br />2, Fire hydrants shall be clean and free of concrete,
<br />AAA
<br />PIPES LARGER THAN 3. Fire hydrants to be American Darling model B-629, Long Beach rnode.I 615,
<br />PIPES 2 4" T 0 3 6" DIA. James Jones J-4060, Dresser M & H style 929 "reliant", Mueller "Centurion"
<br />36 p DIA. or "Modern Centurion", or approved equal with (2)2 1/2" &- (1)4" ouitlets.
<br />NO -FES: Dry barrel in the Stockton area; (2)2 1/2" & (1)4 1/2" wet barrel in other
<br />areas as approved by the fire chief,
<br />1, The foundation shall be a minimum of 5' for 44' 0,D, pipe and smaller. 4. All hydrants shall be painted OSHA safety yellow or as approved by the
<br />2, Far pipe larger than 44" 0,0, the foundation shall extend a minimum fire district.
<br />of 8" beyond each side of the pipe, 5. Break off check valve, Long Beach Iron Works, rnodel LB 400, or
<br />3, opening to be. Y long x (I D of pipe) wide, up to 36" 1 D, pipe, approved equal
<br />Far p,pes larger than 36 I.D. opening to to 36' diameter oir square,
<br />SADDLE -TYPE MANHOLE
<br />,2
<br />FOR -------- FIRE PlYDRAN1
<br />PIPE 24 DIA. AND LARGER
<br />COUNTY OF SAN JOAQUIN SEPT, 1991
<br />COUNTY OF SAN JOAQUIN SEPT 9L
<br />C-1.4 1,Y
<br />All C" el
<br />S.. I W - 2
<br />------- --- - --"-Ll�-----,-,-,-,"..-,�--,-�,-----.,-,-.,�.--..,-�-,� . . .... . -1 .
<br />0 18 NONE N F"
<br />13LOCK D11--l'AILS
<br />45' Max.
<br />NJ
<br />as
<br />"A
<br />Min,
<br />U L-- F1 1) FEE OUTLET DEAD ENO EC I 10 N
<br />THRUST BLOCK
<br />,I,, r0o
<br />lint
<br />()f " I"A 11, '"o
<br />r ',I'll jt)A(,)lJ1N
<br />L-,-- I
<br />S1F,RFf-T?-1JRVEY1NGE0U1P CO -17019/
<br />-Cast Iran Frame and Cover -- refer
<br />Top of pavement gra to Standard Drawinq No. S-4
<br />Mortar
<br />Precast reinforced concrete 0
<br />ode adjustment rings
<br />3", 4, & 6" sections
<br />as required
<br />Precast reinforced
<br />concrete cone
<br />2'--D"
<br />Alljointsmortared and D i
<br />banded with mortar on
<br />both interior and
<br />exterior surfaces
<br />Min.
<br />Precast reinforced rnanhole,
<br />ASTM 0478, adjust to
<br />proper elevation. (1',2',3',
<br />4' sections as required) .. . . . . Y
<br />>A
<br />Notes:
<br />• D i a >
<br />1, Eccentric canes shall be
<br />used where specified on
<br />the plans, k,
<br />2. Joints may be either keyed
<br />or tongue and groove,
<br />3, Diameter `X' shollbe Lowest48", 60", or 72" a s 4 ---1 `(
<br />f equired. Class "W con rete for `ao
<br />base. Pre -cast base
<br />may be used if approved
<br />by the Director of Public Works
<br />ELEVATION
<br />NOIE, A V-6" concrete cone may be used if approved by the Director
<br />of Public Works
<br />Frame & Cover
<br />I" Clear
<br />J
<br />I Il
<br />-- - -------- - --- . .. . ..... . ..
<br />ey
<br />tapered unit
<br />J1 L D
<br />tr. lo I J i:,� is
<br />C,hoc ... k.4 by
<br />Use precast N--'21 load called
<br />as manufactured by Teichert Precast
<br />,,f it y st,r,-, o 1 112
<br />NONE
<br />or equal.
<br />Trams shall be secured to riser or
<br />flat slab top with cement mortar
<br />FLAT SLAB
<br />"TOP
<br />4
<br />ni":11 l' -,t f-?
<br />I r)
<br />ad •ry
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<br />f
<br />e co,nrl'Cro,
<br />.
<br />-j
<br />!4 hl Fill)
<br />- -----
<br />7
<br />....
<br />... ....... ..
<br />i'P F
<br />11)
<br />"113, 0 1 1 E'R & I D E ViA LK
<br />fl f)
<br />K,y
<br />I.Snt
<br />J
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<br />d - s q
<br />d l,
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<br />Y fj
<br />Y,
<br />-oil orl)10 95242
<br />,I,, r0o
<br />lint
<br />()f " I"A 11, '"o
<br />r ',I'll jt)A(,)lJ1N
<br />L-,-- I
<br />S1F,RFf-T?-1JRVEY1NGE0U1P CO -17019/
<br />-Cast Iran Frame and Cover -- refer
<br />Top of pavement gra to Standard Drawinq No. S-4
<br />Mortar
<br />Precast reinforced concrete 0
<br />ode adjustment rings
<br />3", 4, & 6" sections
<br />as required
<br />Precast reinforced
<br />concrete cone
<br />2'--D"
<br />Alljointsmortared and D i
<br />banded with mortar on
<br />both interior and
<br />exterior surfaces
<br />Min.
<br />Precast reinforced rnanhole,
<br />ASTM 0478, adjust to
<br />proper elevation. (1',2',3',
<br />4' sections as required) .. . . . . Y
<br />>A
<br />Notes:
<br />• D i a >
<br />1, Eccentric canes shall be
<br />used where specified on
<br />the plans, k,
<br />2. Joints may be either keyed
<br />or tongue and groove,
<br />3, Diameter `X' shollbe Lowest48", 60", or 72" a s 4 ---1 `(
<br />f equired. Class "W con rete for `ao
<br />base. Pre -cast base
<br />may be used if approved
<br />by the Director of Public Works
<br />ELEVATION
<br />NOIE, A V-6" concrete cone may be used if approved by the Director
<br />of Public Works
<br />Frame & Cover
<br />I" Clear
<br />STANDARD STORM
<br />DRAIN MANHOLE
<br />COtJNTY OF SAN JOAQUIN
<br />rXP&rirt,kHT (W Ni9i K)FOl
<br />gar
<br />SEPT. 1991
<br />D - 17
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />arid base in quality, New pavernent
<br />shall be 1" thicker than existing
<br />pavement minimum of 0,25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing Pavement
<br />6" vin, 6" 6" 6" Min.
<br />(Typ.)
<br />/;"Compact in 12" max.
<br />3'-'-0'„ layers to a min,
<br />relative compaction
<br />of 957* under pavement
<br />and shoulders, and Variable
<br />901 outside shoulders.
<br />VariableCompact in 24" ma -
<br />layers to a minimum
<br />relative compaction D+12"
<br />of 857.
<br />O.D /2
<br />Compact ,in 6 layyers
<br />0 a M; r) mum relative Z,
<br />aamactio p n of 90%,
<br />10" Min. 0.D.- ----io" Min, 10" Min,- -0, 10" V1, in.
<br />0. D. 0 . D,
<br />-
<br />20" Min. + 2611 Min
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES
<br />1, Relative compaction of materials shall be tested in accordance With
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />rnethod No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation,
<br />1 Jetting or ponding will be permitted within the street [Right of Way with
<br />a 3 year bond.
<br />4. When shown, by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works,
<br />5, Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6- Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder he less than three feet wide as measured
<br />from the edge of pavement.
<br />rl Dy
<br />T Y
<br />�f- 2 1 -="�ZtA
<br />Via . .......... . ....... . ............ . . . PICAL TRENCH BACKFILL
<br />COUNTY OF SAN JOAQUIN P -T. 1991-
<br />NONE MPWTVD(T Of ;vOJC W01l R 29
<br />New grade of rnanhole frame, Line cut or
<br />valve box frame, or r-nonurnent saw cut
<br />cover fran-)e 1 1/°2
<br />FR i s e r A, G,
<br />ring
<br />ci 'o';o
<br />E -;a,) c
<br />'a
<br />X
<br />P.C.C. collar cround
<br />lVI i n f ra In e
<br />C -)e
<br />of
<br />NOTE:
<br />It may be necessary to raise the cone to not exceed the 12"
<br />maximum height of the riser. In such a case the excavation
<br />shall be backfilled with class 2 aggregate base Compacted in
<br />6" layers to a r-nininqurn of 95% relative compaction, up to
<br />level of the required pcc collar,
<br />F[,,jt sob shall be used when
<br />depth does not permit use of
<br />I Il
<br />-- - -------- - --- . .. . ..... . ..
<br />ey
<br />tapered unit
<br />J1 L D
<br />tr. lo I J i:,� is
<br />C,hoc ... k.4 by
<br />Use precast N--'21 load called
<br />as manufactured by Teichert Precast
<br />,,f it y st,r,-, o 1 112
<br />NONE
<br />or equal.
<br />Trams shall be secured to riser or
<br />flat slab top with cement mortar
<br />FLAT SLAB
<br />"TOP
<br />STANDARD STORM
<br />DRAIN MANHOLE
<br />COtJNTY OF SAN JOAQUIN
<br />rXP&rirt,kHT (W Ni9i K)FOl
<br />gar
<br />SEPT. 1991
<br />D - 17
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />arid base in quality, New pavernent
<br />shall be 1" thicker than existing
<br />pavement minimum of 0,25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing Pavement
<br />6" vin, 6" 6" 6" Min.
<br />(Typ.)
<br />/;"Compact in 12" max.
<br />3'-'-0'„ layers to a min,
<br />relative compaction
<br />of 957* under pavement
<br />and shoulders, and Variable
<br />901 outside shoulders.
<br />VariableCompact in 24" ma -
<br />layers to a minimum
<br />relative compaction D+12"
<br />of 857.
<br />O.D /2
<br />Compact ,in 6 layyers
<br />0 a M; r) mum relative Z,
<br />aamactio p n of 90%,
<br />10" Min. 0.D.- ----io" Min, 10" Min,- -0, 10" V1, in.
<br />0. D. 0 . D,
<br />-
<br />20" Min. + 2611 Min
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES
<br />1, Relative compaction of materials shall be tested in accordance With
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />rnethod No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation,
<br />1 Jetting or ponding will be permitted within the street [Right of Way with
<br />a 3 year bond.
<br />4. When shown, by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works,
<br />5, Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6- Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder he less than three feet wide as measured
<br />from the edge of pavement.
<br />rl Dy
<br />T Y
<br />�f- 2 1 -="�ZtA
<br />Via . .......... . ....... . ............ . . . PICAL TRENCH BACKFILL
<br />COUNTY OF SAN JOAQUIN P -T. 1991-
<br />NONE MPWTVD(T Of ;vOJC W01l R 29
<br />New grade of rnanhole frame, Line cut or
<br />valve box frame, or r-nonurnent saw cut
<br />cover fran-)e 1 1/°2
<br />FR i s e r A, G,
<br />ring
<br />ci 'o';o
<br />E -;a,) c
<br />'a
<br />X
<br />P.C.C. collar cround
<br />lVI i n f ra In e
<br />C -)e
<br />of
<br />NOTE:
<br />It may be necessary to raise the cone to not exceed the 12"
<br />maximum height of the riser. In such a case the excavation
<br />shall be backfilled with class 2 aggregate base Compacted in
<br />6" layers to a r-nininqurn of 95% relative compaction, up to
<br />level of the required pcc collar,
<br />ADJUSTING STREET
<br />FACILITIES TO GRADE
<br />..... . . . .. . ......... . . . ..........
<br />COUNTY OF' SAN JOAQUIN
<br />DFIPARTWENT Of Pveuc wcws
<br />N 0 1- ES:
<br />1. Frame and Grate shall comforin to "arb,- .,th T"- "d -Y b, �,w o hy ll.
<br />Standard Drawing No. D--16, SIl Dl.,- b,.- -1- as
<br />a;ll
<br />2. Two feet rninimurn below finished -TTe
<br />N (all
<br />Cost -I) lid lccahonsl
<br />grace in new deveicl In
<br />T
<br />existing streets, may be e%,s than
<br />2' with the approval of the engireer, P 1-11 It i e -proof, inachined
<br />seating surface
<br />- ------------- FOR ALL STREET
<br />C -0. 4 LOCATIONS -
<br />A A 6" 1 4 /4" 6"
<br />�777 77,17177 El"ID AND CORNER
<br />i5o T A SEE- tEH_-Y--,- 2" asloholt concrete
<br />tr. f".6. Finished (�,Gde
<br />7 errI1SlC th- W SO --d -7
<br />L
<br />-F
<br />2:8, lb- I- W 1,91
<br />Y -T tb� I- 61r
<br />3' Cr wl,.
<br />!�
<br />g
<br />4 0)
<br />-
<br />F-
<br />4 q
<br />A-
<br />-Y,
<br />t.
<br />FO IR OFir,
<br />A FIV IN
<br />6' �i p-r,d
<br />;V
<br />B ... ....
<br />Conclete 1-cise to hesX"
<br />ox
<br />E X k n; io n s V""Ne
<br />P I -A N VIEW
<br />ccncrste, lb,15e not
<br />I- Fr'1� S S 1) r y N I)
<br />1 e box I")"
<br />in oock of sl,:,,eNtl
<br />h by of 1-0 20'
<br />Fj,!IeF ljjf "iloji'l
<br />blot;, soft dr" -,4,)
<br />pp,,r vire )lot-,,) i,l r,,,>r)
<br />(;oT� [-)"r
<br />0 T E' ):
<br />J
<br />li'fir„
<br />I),) y Q n,JI -,h,)Il I,o I;,)
<br />md
<br />2 All I1d a qr�i,le r 1
<br />to
<br />rI I)')
<br />111 ern
<br />3
<br />box a,pQ )f s;/,, (.,jn
<br />j-'e"d
<br />K poi_
<br />6--
<br />I I, t lo L (I 10 I'll U U . .....
<br />SEPT, 1991
<br />0-laq - t? .- I
<br />-,
<br />- - - -
<br />I Il
<br />-- - -------- - --- . .. . ..... . ..
<br />ey
<br />011- by
<br />J1 L D
<br />tr. lo I J i:,� is
<br />C,hoc ... k.4 by
<br />,,f it y st,r,-, o 1 112
<br />NONE
<br />ADJUSTING STREET
<br />FACILITIES TO GRADE
<br />..... . . . .. . ......... . . . ..........
<br />COUNTY OF' SAN JOAQUIN
<br />DFIPARTWENT Of Pveuc wcws
<br />N 0 1- ES:
<br />1. Frame and Grate shall comforin to "arb,- .,th T"- "d -Y b, �,w o hy ll.
<br />Standard Drawing No. D--16, SIl Dl.,- b,.- -1- as
<br />a;ll
<br />2. Two feet rninimurn below finished -TTe
<br />N (all
<br />Cost -I) lid lccahonsl
<br />grace in new deveicl In
<br />T
<br />existing streets, may be e%,s than
<br />2' with the approval of the engireer, P 1-11 It i e -proof, inachined
<br />seating surface
<br />- ------------- FOR ALL STREET
<br />C -0. 4 LOCATIONS -
<br />A A 6" 1 4 /4" 6"
<br />�777 77,17177 El"ID AND CORNER
<br />i5o T A SEE- tEH_-Y--,- 2" asloholt concrete
<br />tr. f".6. Finished (�,Gde
<br />7 errI1SlC th- W SO --d -7
<br />L
<br />-F
<br />2:8, lb- I- W 1,91
<br />Y -T tb� I- 61r
<br />3' Cr wl,.
<br />!�
<br />g
<br />4 0)
<br />-
<br />F-
<br />4 q
<br />A-
<br />-Y,
<br />t.
<br />FO IR OFir,
<br />A FIV IN
<br />6' �i p-r,d
<br />;V
<br />B ... ....
<br />Conclete 1-cise to hesX"
<br />ox
<br />E X k n; io n s V""Ne
<br />P I -A N VIEW
<br />ccncrste, lb,15e not
<br />I- Fr'1� S S 1) r y N I)
<br />1 e box I")"
<br />in oock of sl,:,,eNtl
<br />h by of 1-0 20'
<br />Fj,!IeF ljjf "iloji'l
<br />blot;, soft dr" -,4,)
<br />pp,,r vire )lot-,,) i,l r,,,>r)
<br />(;oT� [-)"r
<br />0 T E' ):
<br />J
<br />li'fir„
<br />I),) y Q n,JI -,h,)Il I,o I;,)
<br />md
<br />2 All I1d a qr�i,le r 1
<br />to
<br />rI I)')
<br />111 ern
<br />3
<br />box a,pQ )f s;/,, (.,jn
<br />j-'e"d
<br />K poi_
<br />6--
<br />I I, t lo L (I 10 I'll U U . .....
<br />SEPT, 1991
<br />0-laq - t? .- I
<br />J A
<br />/f
<br />L I 10 I\ I A A
<br />- - ------ - - - - --- --------
<br />tr. lo I J i:,� is
<br />DILLON ENGINEERING
<br />,,f it y st,r,-, o 1 112
<br />1/2"
<br />All 3/4'
<br />4
<br />ni":11 l' -,t f-?
<br />r.
<br />ad •ry
<br />�-Pe
<br />I l k ;F f T P,,10 �-Il� A, N 1141 !)% G S U RVEY', N
<br />°8
<br />-W-'-iii I. .1 cr,�ied 9" fe
<br />f
<br />e co,nrl'Cro,
<br />-j
<br />'Ji
<br />- -----
<br />7
<br />ill T
<br />... ....... ..
<br />i'P F
<br />11)
<br />"113, 0 1 1 E'R & I D E ViA LK
<br />fl f)
<br />K,y
<br />I.Snt
<br />J
<br />.. ....... .. ... -------
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<br />-oil orl)10 95242
<br />J A
<br />/f
<br />L I 10 I\ I A A
<br />tr. lo I J i:,� is
<br />DILLON ENGINEERING
<br />,,f it y st,r,-, o 1 112
<br />1/2"
<br />All 3/4'
<br />4
<br />ni":11 l' -,t f-?
<br />ad •ry
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<br />°8
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<br />f
<br />e co,nrl'Cro,
<br />-j
<br />'Ji
<br />- -----
<br />VALVE BOX
<br />... ....... ..
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<br />11)
<br />"113, 0 1 1 E'R & I D E ViA LK
<br />fl f)
<br />fj,
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<br />.. ....... .. ... -------
<br />J A
<br />/f
<br />L I 10 I\ I A A
<br />DILLON ENGINEERING
<br />C)" I'0 I M
<br />CI LINK FENCE
<br />ad •ry
<br />I l k ;F f T P,,10 �-Il� A, N 1141 !)% G S U RVEY', N
<br />°8
<br />- -----
<br />VALVE BOX
<br />2 0 A� ro`ett4,rr(,,n I En
<br />d l,
<br />-oil orl)10 95242
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<br />f 1 1 1
<br />(") - o
<br />0 9
<br />. .... ... . ..
<br />OLIVE. STREET
<br />IMPROVEMENT PLAN
<br />
|