|
SIGN - STATE OF CALF NVjY.
<br />CODE "TYPE N -R" 24�' X 24
<br />(REFLECTIVE RED BACKGROUND)
<br />Fell,
<br />4"X 4" REDWOOD POST
<br />7 77 rZZk�\
<br />D SS1 C TATFITM�CAUF.
<br />a 24' X 24�(REFLECTIVE
<br />YELLOW BACKGROUND)
<br />"TYPE N—R"
<br />4 X 4' REDWOOD PC
<br />SIGN -STATE OF CA{IF.
<br />HWY. CODE W53 (24 X24")
<br />OR AS REQUIRED BY
<br />PUBLIC WORKS DEPT.
<br />SIGN -STATE OF CALIF.
<br />HWY. CODE W56 (24"X480)
<br />t
<br />I 1
<br />I I
<br />II
<br />I 1
<br />"TYPE N=Y"
<br />SIGNS TO BE PLACED IN STRICT
<br />CONFORMANCE WITH DIMENSIONS
<br />SHOWN ON PLANS. ANY DEVIATION
<br />MUST BE APPROVED BY THE
<br />DIRECTOR OF PUBLIC WORKS.
<br />7 _V -4'X4' REDWOOD
<br />Il J"I
<br />POST
<br />TYPICAL SIGN
<br />NO. REVISED DATE '~F"""' by
<br />7.1!•II
<br />TRAFFIC SIGNS AlD M °"'
<br />►
<br />, -- 9'
<br />UIN -
<br />COUNTY OF SAN JOAQ°"'
<br />CA to By DEPARTMENT OF PUBLIC WORKS STANDARD N0. A-11
<br />my
<br />KA
<br />CN
<br />L Y4" W or 36`
<br />MAIN IOOE
<br />it (tip) t
<br />00
<br />TYPICAL STREET SIGN
<br />MAIN
<br />2" ID Pipe -ZZ'
<br />CAL STREET
<br />INSTALLATION
<br />Street
<br />Sips Locotlai
<br />NOTES
<br />L Ons street sip is required
<br />of sacn imasection.
<br />2- Mock nnlsen an to be a°gakeA
<br />from the son Joaquin Coady Depart-
<br />ment of Planning and SIMIng hapedim.
<br />3. Sea Wilrovsmsnt Plate for location
<br />of STOP sigru. when required.
<br />4, TIME Mgtk of the street gip varies
<br />Clue fo *4 w0h of the efresf
<br />name.
<br />//Ed" of Pavement,
<br />Bad of Sidewalk
<br />�
<br />a Bock of Curb.
<br />is"DATE R e 10IOU;Karol •'a
<br />. :. V STANDARD STREET if 7 10
<br />er
<br />SIGN` DETAILS APPROVE°'r
<br />f
<br />COUNTY OF SAN JOAOUIN Ir P o - "'
<br />DEPARTMENT OF PUBLIC WORKS STANDARD NO. A-10
<br />ftrmla skM- ala ►gamer
<br />Cods Two Mit Sias lex we _
<br />kola s aoshas
<br />I
<br />I 1 I
<br />■ice �:
<br />r
<br />-N
<br />cadd�� czar;a,
<br />-
<br />-
<br />.---�
<br />r
<br />STREET
<br />SIGN
<br />.°,
<br />POST
<br />N
<br />LOCATION
<br />DmIyM fM1 Surfaced
<br />DETAIL
<br />structurd grads
<br />fav aids•.
<br />is"DATE R e 10IOU;Karol •'a
<br />. :. V STANDARD STREET if 7 10
<br />er
<br />SIGN` DETAILS APPROVE°'r
<br />f
<br />COUNTY OF SAN JOAOUIN Ir P o - "'
<br />DEPARTMENT OF PUBLIC WORKS STANDARD NO. A-10
<br />ftrmla skM- ala ►gamer
<br />Cods Two Mit Sias lex we _
<br />kola s aoshas
<br />I
<br />I 1 I
<br />Moneemiss sip -cow. t11ry.
<br />cads w31, 30' sin •
<br />Canter or •--'--•_
<br />-6.
<br />TYPE 11A"
<br />-N
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />70
<br />111
<br />NOTESt
<br />L tl•r man to be w wide as •Ileal R/W -
<br />La -+1 a1 to be P~ while using 2
<br />aoate of VxMrW ADlyd Resin Hi -Glass
<br />Enaaer as a Dompatible prow. TYPE
<br />N0. REVISED awrt 1 /bMerel M
<br />BARRICADES FOR y-fi-a4
<br />TERMINATING STREETS APPROVED BY
<br />eeAwNDr COUNTY OF SAN JOAOUIN -
<br />:Irtc:EOrr. DEPARTMENT OF PUBLIC WORKS STANDARD NO. A-$
<br />L
<br />END
<br />' alp -Calif
<br />i Hwy Cods
<br />sip -Calif Hwy
<br />Coda Type NR
<br />12"
<br />014L
<br />Or Sq. Standard From and
<br />6" Cover Assembly
<br />A. C. v
<br />A. B. ! • . P.
<br />Survey Manurnent
<br />Undisturb
<br />BasenentetSail ;"A1 N 30" Von Pin With
<br />Identification Maks
<br />TYPICAL SECTION
<br />is Raised Utters
<br />SECTION A -A
<br />Material' Cast Iron
<br />N
<br />N
<br />— T
<br />NO REVISED oAtt R=I °ai0"0' by
<br />SURVEY MONUMENT 7 -AP I'
<br />FRAME 81 COVER ASSEMBLY A ovlt0 BY .
<br />�u
<br />DRAWN BY o. • COUNTY OF SAN JOAOUINWNRY -
<br />CHECKEDBY DEPARTMENT OF PUBLIC WORKS STANDARD NO. A -e
<br />SCALE NONE
<br />E SCALE:
<br />F EARNEST F. SMITH DESIGNED BY 11 a�
<br />a3, ASSOCIATES _ CIVIL ENGINEERS DRAWN BY:
<br />SEARNEST F. SETH, P.E. DATE
<br />424 Jean Avenue - Stockton • CA 95207 • Telephone: (209) 473-2.253 RCE #15372 CHECKED BY:
<br />NO. 4 REBAR WELDED AT 6" C.C.
<br />OR EXPANDED METAL
<br />8" X 1/4" STEEL BAND
<br />WELDED TO REBAR OR
<br />EXPANDED METAL
<br />NO. 4 REBAR WELDED AT 21/T" C.C.
<br />OR EXPANDED METAL
<br />COVER SHALL BE WELDED AND
<br />/ GALVANIZED PRIOR TO INSTALLATION
<br />S.S.J.I.D. TO SET TOP ELEV. J 8" X 1/e" STEEL BAND WITH fir"
<br />FLATTEN END, DRILL FOR HOLES TO ACCEPT LOCK BAR
<br />S.S.J.I.D. PADLOCK ❑ II
<br />/2" SMOOTH S.S. BAR WITH V EYE
<br />w
<br />-STEEL BAR HOLES SHALL BE
<br />MORTAR JOINT CL PLACED 6" BELOW TOP OF PIPE
<br />PLASTER INSIDE
<br />18" TO 24'1 (n
<br />ff1 0
<br />w
<br />D_
<br />� 0_
<br />E
<br />C
<br />N0. 4 REBAR AROUND JOINT
<br />,� 1 ,• ".' 42" DIA.
<br />■ice �:
<br />r
<br />-N
<br />cadd�� czar;a,
<br />-
<br />-
<br />.---�
<br />r
<br />ppllaced'iiet DsynenC/NicaNy
<br />N
<br />.°,
<br />Z"ABe odect grads
<br />N
<br />Belle dwwo
<br />DmIyM fM1 Surfaced
<br />2S
<br />structurd grads
<br />fav aids•.
<br />4 OAK(3094) 3-P
<br />m•dwood, treated "
<br />\
<br />I
<br />Wenlock or treated •
<br />061-re
<br />e/S` Diem. 1.1xaw-
<br />4A11C,1'r
<br />Moneemiss sip -cow. t11ry.
<br />cads w31, 30' sin •
<br />Canter or •--'--•_
<br />-6.
<br />TYPE 11A"
<br />-N
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />70
<br />111
<br />NOTESt
<br />L tl•r man to be w wide as •Ileal R/W -
<br />La -+1 a1 to be P~ while using 2
<br />aoate of VxMrW ADlyd Resin Hi -Glass
<br />Enaaer as a Dompatible prow. TYPE
<br />N0. REVISED awrt 1 /bMerel M
<br />BARRICADES FOR y-fi-a4
<br />TERMINATING STREETS APPROVED BY
<br />eeAwNDr COUNTY OF SAN JOAOUIN -
<br />:Irtc:EOrr. DEPARTMENT OF PUBLIC WORKS STANDARD NO. A-$
<br />L
<br />END
<br />' alp -Calif
<br />i Hwy Cods
<br />sip -Calif Hwy
<br />Coda Type NR
<br />12"
<br />014L
<br />Or Sq. Standard From and
<br />6" Cover Assembly
<br />A. C. v
<br />A. B. ! • . P.
<br />Survey Manurnent
<br />Undisturb
<br />BasenentetSail ;"A1 N 30" Von Pin With
<br />Identification Maks
<br />TYPICAL SECTION
<br />is Raised Utters
<br />SECTION A -A
<br />Material' Cast Iron
<br />N
<br />N
<br />— T
<br />NO REVISED oAtt R=I °ai0"0' by
<br />SURVEY MONUMENT 7 -AP I'
<br />FRAME 81 COVER ASSEMBLY A ovlt0 BY .
<br />�u
<br />DRAWN BY o. • COUNTY OF SAN JOAOUINWNRY -
<br />CHECKEDBY DEPARTMENT OF PUBLIC WORKS STANDARD NO. A -e
<br />SCALE NONE
<br />E SCALE:
<br />F EARNEST F. SMITH DESIGNED BY 11 a�
<br />a3, ASSOCIATES _ CIVIL ENGINEERS DRAWN BY:
<br />SEARNEST F. SETH, P.E. DATE
<br />424 Jean Avenue - Stockton • CA 95207 • Telephone: (209) 473-2.253 RCE #15372 CHECKED BY:
<br />NO. 4 REBAR WELDED AT 6" C.C.
<br />OR EXPANDED METAL
<br />8" X 1/4" STEEL BAND
<br />WELDED TO REBAR OR
<br />EXPANDED METAL
<br />NO. 4 REBAR WELDED AT 21/T" C.C.
<br />OR EXPANDED METAL
<br />COVER SHALL BE WELDED AND
<br />/ GALVANIZED PRIOR TO INSTALLATION
<br />S.S.J.I.D. TO SET TOP ELEV. J 8" X 1/e" STEEL BAND WITH fir"
<br />FLATTEN END, DRILL FOR HOLES TO ACCEPT LOCK BAR
<br />S.S.J.I.D. PADLOCK ❑ II
<br />/2" SMOOTH S.S. BAR WITH V EYE
<br />w
<br />-STEEL BAR HOLES SHALL BE
<br />MORTAR JOINT CL PLACED 6" BELOW TOP OF PIPE
<br />PLASTER INSIDE
<br />18" TO 24'1 (n
<br />ff1 0
<br />w
<br />D_
<br />� 0_
<br />E
<br />C
<br />N0. 4 REBAR AROUND JOINT
<br />,� 1 ,• ".' 42" DIA.
<br />Wo/l
<br />r
<br />-N
<br />cadd�� czar;a,
<br />—
<br />/
<br />.---�
<br />r
<br />ppllaced'iiet DsynenC/NicaNy
<br />N
<br />.°,
<br />Z"ABe odect grads
<br />N
<br />Belle dwwo
<br />DmIyM fM1 Surfaced
<br />2S
<br />structurd grads
<br />fav aids•.
<br />4 OAK(3094) 3-P
<br />m•dwood, treated "
<br />\
<br />I
<br />Wenlock or treated •
<br />061-re
<br />e/S` Diem. 1.1xaw-
<br />4A11C,1'r
<br />1/1
<br />Douglas Fly wrtooed
<br />pveleeveen/ad
<br />114
<br />row dace. 1
<br />Moneemiss sip -cow. t11ry.
<br />cads w31, 30' sin •
<br />Canter or •--'--•_
<br />-6.
<br />TYPE 11A"
<br />-N
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />70
<br />111
<br />NOTESt
<br />L tl•r man to be w wide as •Ileal R/W -
<br />La -+1 a1 to be P~ while using 2
<br />aoate of VxMrW ADlyd Resin Hi -Glass
<br />Enaaer as a Dompatible prow. TYPE
<br />N0. REVISED awrt 1 /bMerel M
<br />BARRICADES FOR y-fi-a4
<br />TERMINATING STREETS APPROVED BY
<br />eeAwNDr COUNTY OF SAN JOAOUIN -
<br />:Irtc:EOrr. DEPARTMENT OF PUBLIC WORKS STANDARD NO. A-$
<br />L
<br />END
<br />' alp -Calif
<br />i Hwy Cods
<br />sip -Calif Hwy
<br />Coda Type NR
<br />12"
<br />014L
<br />Or Sq. Standard From and
<br />6" Cover Assembly
<br />A. C. v
<br />A. B. ! • . P.
<br />Survey Manurnent
<br />Undisturb
<br />BasenentetSail ;"A1 N 30" Von Pin With
<br />Identification Maks
<br />TYPICAL SECTION
<br />is Raised Utters
<br />SECTION A -A
<br />Material' Cast Iron
<br />N
<br />N
<br />— T
<br />NO REVISED oAtt R=I °ai0"0' by
<br />SURVEY MONUMENT 7 -AP I'
<br />FRAME 81 COVER ASSEMBLY A ovlt0 BY .
<br />�u
<br />DRAWN BY o. • COUNTY OF SAN JOAOUINWNRY -
<br />CHECKEDBY DEPARTMENT OF PUBLIC WORKS STANDARD NO. A -e
<br />SCALE NONE
<br />E SCALE:
<br />F EARNEST F. SMITH DESIGNED BY 11 a�
<br />a3, ASSOCIATES _ CIVIL ENGINEERS DRAWN BY:
<br />SEARNEST F. SETH, P.E. DATE
<br />424 Jean Avenue - Stockton • CA 95207 • Telephone: (209) 473-2.253 RCE #15372 CHECKED BY:
<br />NO. 4 REBAR WELDED AT 6" C.C.
<br />OR EXPANDED METAL
<br />8" X 1/4" STEEL BAND
<br />WELDED TO REBAR OR
<br />EXPANDED METAL
<br />NO. 4 REBAR WELDED AT 21/T" C.C.
<br />OR EXPANDED METAL
<br />COVER SHALL BE WELDED AND
<br />/ GALVANIZED PRIOR TO INSTALLATION
<br />S.S.J.I.D. TO SET TOP ELEV. J 8" X 1/e" STEEL BAND WITH fir"
<br />FLATTEN END, DRILL FOR HOLES TO ACCEPT LOCK BAR
<br />S.S.J.I.D. PADLOCK ❑ II
<br />/2" SMOOTH S.S. BAR WITH V EYE
<br />w
<br />-STEEL BAR HOLES SHALL BE
<br />MORTAR JOINT CL PLACED 6" BELOW TOP OF PIPE
<br />PLASTER INSIDE
<br />18" TO 24'1 (n
<br />ff1 0
<br />w
<br />D_
<br />� 0_
<br />E
<br />C
<br />N0. 4 REBAR AROUND JOINT
<br />,� 1 ,• ".' 42" DIA.
<br />. _____` : •. _ Wa&e-stap•RX 91/A1Dund-
<br />..
<br />r 6„ m'^ Myo ).
<br />•' ' CONCRETE AS INDICATED
<br />'% 3.,bines Rubbv Gasket
<br />RGR FramBvx........
<br />i u
<br />AND LARGER
<br />CONCRETE SHALL EXTEND -�
<br />PAST MID -POINT OF CONSULT WITH DISTRICT
<br />PIPELINE ON BOTH SIDES ENGINEER TO DETERMINE
<br />INSIDE OF HOOKUP REQUIREMENTS FOR PIPE
<br />MORTARED (PLASTERED) DIAMETERS LESS THAN 30"
<br />ACCESS AND
<br />AIR VENT APPROVED BY1
<br />BY: SOUTH SAN JOAQUII`7 �°""
<br />D eY IRRIGATION DISTRICT STANDARD No.
<br />anal
<br />04 36" LONG AT 12" O.C. I CLEAR - 04 AROUND COLLAR
<br />0
<br />4" CLEAR 0 6" O.C.
<br />MAX. D/2 FOR
<br />8" f r •' • •' GREATER THAN
<br />18" I.D. PIPE
<br />WATERSTOP RX •^ 6" typ.
<br />PIPE THICKNESS
<br />8.•
<br />TO BE FINISHED SMOOTH max.
<br />AND FLUSH WITH INSIDE 1
<br />OF PIPE
<br />R.C.P. OR . min.
<br />4" min. OR
<br />CAST IN PLACE CAST IN PLACE
<br />PIPE PIPE
<br />CONCRETE COLLAR TO
<br />TO JOIN AND SEAL -
<br />UNSEATABLE JOINTS
<br />NOTE
<br />THIS TYPE OF JOINT
<br />IS NOT CLOSER THAN
<br />3rd JOINT FROM
<br />ANY BOX STAND
<br />REVISED DATE RECOMNENDED FOR APPROVAL BY -
<br />PIPE JOINT COLLAR MQbFrRHG
<br />APPROVED BY,
<br />DATE
<br />BytB SOUTH SAN JOAaL x e cTORSi
<br />D NONE IRRIGATION DI'TR 1 ifMDRRO No.
<br />3„aj , �aS - Botti ways Z y c3, .
<br />C/, BPL.C. w�fibers.
<br />/QE/NF. CONS'. SLAP
<br />RECORD DRAWING
<br />Corrections By
<br />No Changes By___ --
<br />Cate �iI U -
<br />1,ny Person Using a?(i , I�/
<br />Ail Information By In<xdf�c ( r 1 he Lits (7f V�1 rk.
<br />,A
<br />r-1
<br />PRESSURE MANHOLE
<br />NTS
<br />2 PF -Fr OF fUsw& WORKS l• F-Rrz.-no1.15 10/3,4/91 PF,
<br />3 IRjZIGA?IOF.I p15'fQ�ICj' GD�G'�IDLIS 11/7191 RIZ•
<br />5U-
<br />0
<br />U
<br />i
<br />wn
<br />Fne/icv o/ )
<br />j BoI/om / •
<br />Ctn/!r OrLe
<br />p lSe c`{ Ov�
<br />3rd �ur�q
<br />Con C.
<br />Wo/l
<br />A
<br />cadd�� czar;a,
<br />—
<br />/
<br />.---�
<br />F
<br />2or"
<br />N
<br />.°,
<br />I mom
<br />N
<br />Bae
<br />Fn char Ba/r o/ 3/G S.S. S/eel
<br />2S
<br />V
<br />T WIS
<br />4 OAK(3094) 3-P
<br />c TOP
<br />\
<br />I
<br />Se
<br />061-re
<br />e/S` Diem. 1.1xaw-
<br />4A11C,1'r
<br />1/1
<br />1�
<br />pveleeveen/ad
<br />114
<br />11114
<br />1/1
<br />4V4
<br />-SCAI
<br />S/4
<br />t 1/4
<br />6' (41M1{y
<br />-----J-
<br />V
<br />Befw•ee. /hedir8`e/eae
<br />z, SIZ (el-rC
<br />T/1
<br />11N
<br />4-
<br />jSJ,Dnchar Be''3i
<br />.0/aurin✓m 2v� —
<br />14.82
<br />Exp. He &I c✓er Welded to Top.
<br />18.91
<br />Ntighi to be Equo/% .•,..''
<br />4/'-y
<br />Neri YaTr an Lint
<br />8•
<br />38.53
<br />/0"Sete/ Air Ye* Roared /neo ro,
<br />5rondardo Nto✓Y D al
<br />• $%OwrW By i:,v9$ Bars A*lded
<br />gtssare I/anhole Amme J.,.
<br />Iv Roe / Embedded in %nueie
<br />41al 1ih rf%n. 441 SS '..
<br />--"""OainrRaS/o/tum0/ivta'ab
<br />/0 6eN/rh
<br />950N5.
<br />t4'Egue/ /ibn! wrrh d-asA%
<br />x
<br />FOR COLD J01
<br />•'T
<br />GOUSTRUCT1NT
<br />ow
<br />v,:
<br />yEE DfrAIL
<br />g
<br />a
<br />G'umd;,lop
<br />A4Bar3-4r6-ld
<br />3.14inis Rubbv6estee
<br />/ BoHom.
<br />(ryR)
<br />RCP Fmm Bar
<br />. _____` : •. _ Wa&e-stap•RX 91/A1Dund-
<br />..
<br />r 6„ m'^ Myo ).
<br />•' ' CONCRETE AS INDICATED
<br />'% 3.,bines Rubbv Gasket
<br />RGR FramBvx........
<br />i u
<br />AND LARGER
<br />CONCRETE SHALL EXTEND -�
<br />PAST MID -POINT OF CONSULT WITH DISTRICT
<br />PIPELINE ON BOTH SIDES ENGINEER TO DETERMINE
<br />INSIDE OF HOOKUP REQUIREMENTS FOR PIPE
<br />MORTARED (PLASTERED) DIAMETERS LESS THAN 30"
<br />ACCESS AND
<br />AIR VENT APPROVED BY1
<br />BY: SOUTH SAN JOAQUII`7 �°""
<br />D eY IRRIGATION DISTRICT STANDARD No.
<br />anal
<br />04 36" LONG AT 12" O.C. I CLEAR - 04 AROUND COLLAR
<br />0
<br />4" CLEAR 0 6" O.C.
<br />MAX. D/2 FOR
<br />8" f r •' • •' GREATER THAN
<br />18" I.D. PIPE
<br />WATERSTOP RX •^ 6" typ.
<br />PIPE THICKNESS
<br />8.•
<br />TO BE FINISHED SMOOTH max.
<br />AND FLUSH WITH INSIDE 1
<br />OF PIPE
<br />R.C.P. OR . min.
<br />4" min. OR
<br />CAST IN PLACE CAST IN PLACE
<br />PIPE PIPE
<br />CONCRETE COLLAR TO
<br />TO JOIN AND SEAL -
<br />UNSEATABLE JOINTS
<br />NOTE
<br />THIS TYPE OF JOINT
<br />IS NOT CLOSER THAN
<br />3rd JOINT FROM
<br />ANY BOX STAND
<br />REVISED DATE RECOMNENDED FOR APPROVAL BY -
<br />PIPE JOINT COLLAR MQbFrRHG
<br />APPROVED BY,
<br />DATE
<br />BytB SOUTH SAN JOAaL x e cTORSi
<br />D NONE IRRIGATION DI'TR 1 ifMDRRO No.
<br />3„aj , �aS - Botti ways Z y c3, .
<br />C/, BPL.C. w�fibers.
<br />/QE/NF. CONS'. SLAP
<br />RECORD DRAWING
<br />Corrections By
<br />No Changes By___ --
<br />Cate �iI U -
<br />1,ny Person Using a?(i , I�/
<br />Ail Information By In<xdf�c ( r 1 he Lits (7f V�1 rk.
<br />,A
<br />r-1
<br />PRESSURE MANHOLE
<br />NTS
<br />2 PF -Fr OF fUsw& WORKS l• F-Rrz.-no1.15 10/3,4/91 PF,
<br />3 IRjZIGA?IOF.I p15'fQ�ICj' GD�G'�IDLIS 11/7191 RIZ•
<br />5U-
<br />0
<br />U
<br />i
<br />wn
<br />Fne/icv o/ )
<br />j BoI/om / •
<br />Ctn/!r OrLe
<br />p lSe c`{ Ov�
<br />3rd �ur�q
<br />Con C.
<br />Wo/l
<br />A
<br />a
<br />i
<br />/
<br />E
<br />F
<br />a
<br />N
<br />.°,
<br />I mom
<br />N
<br />t/2
<br />Fn char Ba/r o/ 3/G S.S. S/eel
<br />2S
<br />V
<br />T WIS
<br />4 TI/N
<br />c TOP
<br />VIEW '/Z' O:a.1115
<br />/loer:de
<br />STANDARD
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