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Reflector Sign -California Highway <br />Code Type NR (24" x 24") <br />3/8" galvanized " <br />bolts do washers at end `a <br />I <br />' e 11`Tl I <br />t n <br />Reflectors symmetrically iN <br />placed 12' t O.C. f I <br />6x6 dense --- .......I <br />2"x8" select grade structural grade <br />Douglas Fir surfaced Redwood, treated I <br />four sides. Hemlockit treated <br />Douglas Fir surfaced <br />12' Max. four sides. <br />Evenly Spaced <br />TYPE "A" <br />Reflective Sign -Calif. Hwy. <br />Code W31, 30" Size _ <br />Center on Barricade. <br />-T 1st <br />L <br />END <br />Sign -Calif <br />Hwy Code W31 <br />.2 J& (30" x 30") <br />CENTER <br />REFLECTOR <br />I <br />Calif <br />�CodeType NwR <br />FOR TYPE <br />"A" BARRICADE <br />TO <br />(24" x 24") <br />Edge of <br />pavement <br />pavement <br />to P.G.&E. Standards and <br />or back <br />of dike <br />is <br />4"x4" Redwood <br />NOTES: <br />(� <br />N <br />or pressure treated <br />Douglas Fir post <br />1. Barricades to be as wide as street R/W <br />�- <br />or 2" I. D. galv. <br />pipe <br />2. Barricades to be painted white using 2 <br />18.97 <br />coats of Exterior Alkyd Resin Hi -Gloss <br />TYPE <br />"B" <br />Enamel" over a <br />compatible primer. <br />Public Works. <br />ryAw <br />! <br />eNrU s.rN <br />Cul -de -Sac only <br />FAVIssed fill <br />BARRICADES FOR <br />Oar tz' <br />�� by <br />18.97 <br />I. Feb. IM M <br />TERMINATING <br />STREETS <br />28.55 <br />f <br />! <br />Dho" of Mk W*ft <br />on. b JLD <br />se"N"s y <br />COUNTY OF SAN JOAQUIN <br />DENSP� w IaAtC woes <br />2 with P.G.&E. to either install <br />Das JUNE 1997 <br />a owx g No. R-24 <br />ter" NONE <br />FACE OF <br />CURB <br />NOTES: <br />R/W R/W <br />6' -� Y <br />� 0 <br />J �w <br />3 I a0 <br />tL W Y <br />O Q <br />2' 8"04' 61��M4 <br />IN. � MIN. MIN. <br />LOCAL OMM R .la AND RURAL ROADS <br />INDUSTRL4L <br />Ny <br />AM »P TL STREET LIGHTING Aed <br />D1e'wrly JLD POLES AND SYMBOLS <br />rx - by COUNTY OF SAN JOAQUIN Dwr JUNE 1997 <br />asei. NONE COMMENT OF PUKE WDnts �+. No- R - 32 <br />NOTES: <br />2• T N to 1. One street sign is required <br />yP at each intersection. <br />MAIN ST 2. Block numbers q acquired <br />from the San Joaquin <br />in C Count <br />100E Community Developement Department. <br />3. See improvement plans for <br />location of traffic control devices. <br />1/2" R (typ) iv in 00 4. The length of the street sign <br />varies due to the length of <br />TYPICAL STREET SIGN the street name. <br />5. See Standard Drawing No. R-23 for <br />proposed sidewalk sign locations. <br />6. Stop signs shall be 30" for urban <br />areas and for internal subdivision <br />streets; 36" for rural areas and <br />for streets which intersect County <br />roadways, also to be preceded by <br />a W17, 36" stop ahead sign with <br />ST appropriate pavement markings. <br />MAIN loo E <br />2' clear to <br />Fence <br />e <br />1. All street lighting and <br />en <br />edof <br />TO <br />appurtenances shall conform <br />Edge of <br />pavement <br />pavement <br />to P.G.&E. Standards and <br />or back <br />of dike <br />ie) <br />Specifications. <br />weir <br />(� <br />Stop <br />sign <br />2. Street light locations at <br />L1 r-, <br />r; <br />wsr tsre <br />24' „w, <br />r intersections shall be approved <br />18.97 <br />Up torn e' <br />IS by S.J. Co. Department of <br />7.55 <br />W <br />rN'r <br />Public Works. <br />ryAw <br />! <br />eNrU s.rN <br />3. Street lights shall be energized <br />NnsM N• .WnW <br />Ow <br />Oar tz' <br />c prior to County acceptance of <br />18.97 <br />�r fah° <br />C the improvements. Advance <br />28.55 <br />f <br />! <br />arrangements shall be made <br />sin <br />sN' <br />o <br />2 with P.G.&E. to either install <br />the street lights, or agree to <br />€° accept them for operation and <br />R/W <br />maintenance under their LS1 <br />Z rate schedule after installation. <br />Class "E" <br />1.5' <br />1'-}-- <br />10' P.U.E. <br />R/W R/W <br />6' -� Y <br />� 0 <br />J �w <br />3 I a0 <br />tL W Y <br />O Q <br />2' 8"04' 61��M4 <br />IN. � MIN. MIN. <br />LOCAL OMM R .la AND RURAL ROADS <br />INDUSTRL4L <br />Ny <br />AM »P TL STREET LIGHTING Aed <br />D1e'wrly JLD POLES AND SYMBOLS <br />rx - by COUNTY OF SAN JOAQUIN Dwr JUNE 1997 <br />asei. NONE COMMENT OF PUKE WDnts �+. No- R - 32 <br />NOTES: <br />2• T N to 1. One street sign is required <br />yP at each intersection. <br />MAIN ST 2. Block numbers q acquired <br />from the San Joaquin <br />in C Count <br />100E Community Developement Department. <br />3. See improvement plans for <br />location of traffic control devices. <br />1/2" R (typ) iv in 00 4. The length of the street sign <br />varies due to the length of <br />TYPICAL STREET SIGN the street name. <br />5. See Standard Drawing No. R-23 for <br />proposed sidewalk sign locations. <br />6. Stop signs shall be 30" for urban <br />areas and for internal subdivision <br />streets; 36" for rural areas and <br />for streets which intersect County <br />roadways, also to be preceded by <br />a W17, 36" stop ahead sign with <br />ST appropriate pavement markings. <br />MAIN loo E <br />2' clear to <br />Fence <br />e <br />4w ur a owr, sees <br />en <br />edof <br />TO <br />E <br />Edge of <br />pavement <br />pavement <br />N <br />or back <br />of dike <br />ie) <br />N <br />weir <br />(� <br />Stop <br />sign <br />and street <br />location <br />6' rural <br />e3'-6" (4'-6-) 7' urban <br />edge of pavement <br />'Z \�` 0 <br />2" I. D. <br />goly. pipe <br />10"flatten pipe <br />TYPICAL STOP AND STREET <br />SIGN INSTALLATION <br />1 2' clear <br />STOP AND STREET SIGN <br />LOCATION DETAIL <br />* In URBAN Locations <br />3'-6" or more to face of post <br />In RURAL Locations <br />4'-6" or more to face of post <br />Asenwed by <br />AW IW7 BY <br />STANDARD STREET <br />"rein y JLD SIGN DETAILS ovedw Of Fahk waft <br />assess by COUNTY OF SAN JOAQUIN Ded" JUNE 1997 <br />aw NONE sswlttrs aF PLIM m Dfwrq No. R-25 <br />Post <br />Horizontal brace with Truss rod <br />may be used as an alternate <br />to <br />a Diagonal Meas <br />�Dlegonal Mora <br />END AND CORNER <br />POST ASSEMBLY <br />Footing depth <br />2'-6" for fabric less than 60" high <br />3'-0" for fabric e0"am! over <br />P/L PA <br />Fabric outside 6" or as specified <br />of fence or as shown on <br />detaw pons <br />(Ses note Was) <br />Facility - <br />NOTE: Offset to be 2'-0" at monument IocaSoes <br />measured at right angles to R/W poles. <br />Taper to oehlew, offset to be at least 20' "a. <br />FENCE LOCATION <br />77 ,.:T <br />Typical Fabric Mounting Details <br />Brow to be rertrowd after all other <br />fence consturcuon is completed unless <br />otherwise directed by the Enginver. <br />Un* <br />Tension <br />10 -ArC10' ste <br />tD• <br />Not lets than 3 tines max. cross <br />section of post with min. of 6" <br />I. <br />rods <br />line poets of 1000' max. Intervals <br />braced and tnisesd in both directions <br />except that this bracing and tmssing <br />may be omitted when the fabric is <br />stretched by equipment <br />Type CL -4=48" <br />Type CL -6-72" <br />TYPICAL MEMBER DIMENSIONS See Notes) <br />Fence <br />lbs Peels <br />4w ur a owr, sees <br />en <br />Frws <br />Rsurl <br />I.D. <br />M <br />Ilswtl <br />esa FewlM <br />2 1/2 " <br />RN Fanned <br />NOW <br />ie) <br />N <br />weir <br />(� <br />(e) <br />N <br />n <br />L1 r-, <br />r; <br />wsr tsre <br />24' „w, <br />6" <br />18.97 <br />Up torn e' <br />3" <br />7.55 <br />W <br />rN'r <br />Nr <br />ryAw <br />! <br />eNrU s.rN <br />ryw•e <br />NnsM N• .WnW <br />Ow <br />Oar tz' <br />6" <br />18.97 <br />�r fah° <br />8" <br />28.55 <br />f <br />! <br />suer <br />sin <br />sN' <br />sNrN "A 'A <br />1rA'rNr <br />NOTES: <br />1. The above table shows examples of poet and brace sections which may <br />comply with the Specifications <br />2. Sections shown in the tables must also comply with the strength <br />requirements and other provisions of the Specifications <br />3. Other sections which comply with the strength requirements and other <br />of the Specifications may be used on approval of the Engineer <br />4. Options exercised shall be uniform on any one project <br />5. Dimensions shown are nominal <br />6. pklslde slob ans required when apsolrfsd on the plait <br />No. ex,ex By <br />GATE POST <br />Fence <br />Gets <br />Nominal <br />Weight <br />Height <br />Width <br />I.D. <br />per Fool <br />LJ <br />Up thou 6' <br />2 1/2 " <br />4.95 <br />6'-0" <br />Owx e'mm 12' <br />4" <br />10.79 <br />and <br />I.,hs <br />Ou. 12' <br />svv Is' <br />S" <br />14.62 <br />wsr tsre <br />24' „w, <br />6" <br />18.97 <br />Up torn e' <br />3" <br />7.55 <br />Over <br />LL <br />3 <br />2 <br />o_fCY <br />e• <br />e'axv t! <br />5" <br />14.62 <br />Oar tz' <br />6" <br />18.97 <br />�r fah° <br />8" <br />28.55 <br />NOTE: <br />Above post dimensions sold weight, aro minimums. <br />Larger sizes may be used on approval of Engineer. <br />1 Feb. 1996 PD CHAIN LINK FENCE <br />Dlmdor of Pudic Waris <br />a y DEW <br />a.0 COUNTY OF SAN JOAQUIN xrt. JUNE 1997 <br />ew NONE o wnerno rwxsaWa a .irpx". D-12 <br />Sin -State of Calif. Hwy Sign - State of Calif. Hwy. <br />9 y Code W-57 (24"x48") <br />Code SW -42 (30"00") <br />1. Signa shall be posted on 2" I.D. gale. <br />pipe in urban areas and either pipe or <br />4 x4" posts in rural areas. <br />0 2. Stop sign sizes shall be 30" for <br />urban areas and 36" for rural areas. <br />3. Sign - State of Calif. Hwy. Code <br />SW -43 shall be posted at curves <br />when needed. <br />V117 - <br />T INTERSECTION SIGN <br />(post across from intersection) <br />o <br />o � <br />0 0 <br />Sign - State of Calif. <br />HwX. Code type N -Y" <br />24 x24" (reflective <br />yellow background) <br />Sign - State of Calif. <br />Hwy. Code W53 (24"x24") <br />or as required by the <br />Public Works Dept. <br />1. <br />4"x4" Redwood or <br />pressure treated Douglas <br />Fir post (typ.) or 2 <br />2" I.D. goly. as <br />required <br />3. <br />m <br />7 <br />d <br />o, <br />0 <br />LANE REDUCTION <br />SIGNING <br />Center the lane reduction sign <br />behind Type A barricade <br />(barricade to be placed on a <br />skew with Type N -Y signs <br />attached). <br />Place Class 1 flexible post <br />delineators (Cal Trans A73C) at a <br />10 : 1 taper preceding the <br />Type A barricade (minimum of <br />5 delineators). <br />/ Flatten pipe Pavement lane reduction arrows. <br />iI I t 144��(typ.) 4. W 11, transition sign. <br />TYPICAL SIGN <br />Ns. IsrWd wY I .brsed be <br />TRAFFIC SIGNS <br />Dees be JLD <br />Missiles <br />y COUNTY OF SAN JOAQUIN Idwle JUNE 1997 <br />NONE weRR len a Fwc walls p+NM w R - <br />26 1 <br />1 1/2"! DI METIER <br />1/4" <br />ETER <br />SECTION A -A <br />NOTES: <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING TO ASTM A -48 -CLASS 30. <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH APPROX. 22 LBS. <br />COVER SHALL WEIGH APPROX. 7 LBS. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO A.W.WA. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. <br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APpRo�o <br />COUNTY OF SAN JOAQUIN <br />SAN JOAQUIN COUNTY DATE <br />SURVEY MONUMENT D111111ECrOlt DFKOXWaftis <br />FRAME & COVER IMPROVEMENT <br />STANDARD N0. CW -M1 <br />g <br />> <br />0 <br />Z <br />O <br />m <br />!V <br />o. 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