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Reflective Sheeting Sign—California Highway <br />Code Type NR (24' X 24") <br />3/8" galvanized 2' <br />bolts & washers at end d <br />I I I T <br />d � <br />I <br />NOTES: <br />See Note 7 � 1. One street sign is required <br />N D7 at each intersection. <br />2 TYp• 2. Block numbers are to be acquired <br />from the Son Joaquin County <br />IST _ Community Developement Department. <br />100 E <br />Reflectors symmetrically <br />Reflective Sheeting Sign — <br />See Improvement plans for <br />Z <br />State of California Highway <br />State of California Highway <br />n <br />o <br />Code SW -42 (30"x30') <br />Code W-57 (24"x48") <br />� <br />placed 12' t O.C. <br />� <br />Z <br />N <br />I°I <br />" <br />SIGNS <br />�0 <br />O <br />(typ)N <br />M <br />.L it)J <br />0) <br />a <br />1. <br />Signs shall be posted on 2" X <br />2" <br />the street name. <br />W <br />D1 <br />a <br />5. <br />6"x6" dense <br />° <br />with a 4 <br />STREET <br />SIGN <br />V <br />o <br />LU <br />�0o <br />penetrator anchor. <br />2"x8" select grade <br />6. <br />0i <br />structural grade <br />W <br />2. <br />Sign — State of Calif. Hwy. Code <br />2 <br />1n <br />Douglas Fir surfaced <br />SW -43 shall be posted at curves <br />Redwood, treated <br />d <br />I <br />o <br />four sides. <br />o <br />Hemlockt treated <br />I <br />0 <br />Douglas Fir surfaced <br />12' Max. <br />four sides. <br />I <br />Evenly Spaced <br />TYPE <br />"A" <br />e <br />Reflective Sheeting Sign—Calif. Hwy. <br />„ <br />° <br />Code W31, 30" Size <br />Reflective Sheeting <br />Sign — <br />Center on Barricade. <br />o E D <br />o <br />INI <br />State of California <br />Highway <br />" <br />Reflective Sheeting <br />N <br />Sign—Calif. Hwy. <br />END <br />X 24") <br />o <br />°' <br />a <br />Code W31 <br />o <br />(30" X 30") <br />0 <br />Reflective Sheeting <br />0 <br />0 <br />Sign—Calif. Hwy. <br />CENTER REFLECTOR <br />a <br />° <br />Code Type NR <br />INTERSECTION <br />SIGN <br />\ <br />o <br />(24" X 24") <br />FOR TYPE "A" BARRICADE <br />intersection) <br />° <br />c <br />0 <br />° <br />Sign Support System: <br />io <br />0 <br />2" X 2" Square Perforated Steel <br />NOTES: <br />I <br />o <br />*,.Code <br />Tubing w/Penetrator Anchor <br />LANE REDUCTION <br />N <br />o <br />(Contact: S.J. County Traffic Maintenance <br />State of California HighwaySIGNING <br />a <br />488-3096 for approved <br />Divisionis <br />1. Barricades to be as wide as street R/W <br />a <br />Of(209) <br />un Dir wntlo s) <br />2. Barricades to be pointed white using 2 <br />"Exterior <br />° <br />�� <br />�� <br />coats of Alkyd Resin Hi—Gloss <br />TYPE <br />B <br />Enamel" over a compatible primer. <br />a <br />Cul—de—Sac <br />only <br />C <br />No. Revised By <br />BARRICADES FOR <br />Public Works Dept. 1. <br />Approved by <br />1 Feb. 1996 PD <br />2 Nov. 200 <br />TERMINATING <br />STREETS <br />behind Type "A', barricade <br />3Feb. 2004 <br />of <br />o <br />Director of Public worxe <br />Drown by JLD <br />O <br />askew <br />° <br />ahwkW by <br />COUNTY OF SAN <br />JOAQUIN <br />Data JUNE 1997 <br />scow NONE <br />DFPARIMEfa of PLOW WDWS <br />2" X 2" Square Perforated Steel <br />Drawing No. R-24 <br />NOTES: <br />See Note 7 � 1. One street sign is required <br />N D7 at each intersection. <br />2 TYp• 2. Block numbers are to be acquired <br />from the Son Joaquin County <br />IST _ Community Developement Department. <br />100 E <br />Reflective Sheeting Sign — <br />Reflective Sheeting Sign — <br />See Improvement plans for <br />Z <br />State of California Highway <br />State of California Highway <br />n <br />o <br />Code SW -42 (30"x30') <br />Code W-57 (24"x48") <br />� <br />location of traffic control devices. <br />� <br />Z <br />N <br />I°I <br />" <br />SIGNS <br />�0 <br />O <br />(typ)N <br />M <br />.L it)J <br />0) <br />a <br />1. <br />Signs shall be posted on 2" X <br />2" <br />the street name. <br />W <br />D1 <br />a <br />5. <br />square perforated steel tubing <br />° <br />with a 4 <br />STREET <br />SIGN <br />V <br />o <br />LU <br />�0o <br />penetrator anchor. <br />Z <br />6. <br />0i <br />W <br />2. <br />Sign — State of Calif. Hwy. Code <br />2 <br />1n <br />o <br />SW -43 shall be posted at curves <br />I o <br />I N <br />o <br />when needed. <br />o <br />a <br />0 <br />0 <br />o <br />° <br />I <br />o <br />e <br />° <br />Reflective Sheeting <br />Sign — <br />o <br />o <br />State of California <br />Highway <br />o <br />of <br />N <br />o <br />Code 'Type N—Y" (24' <br />X 24") <br />o <br />d <br />o <br />0 <br />0 <br />0 <br />T <br />INTERSECTION <br />SIGN <br />\ <br />° <br />(post across from <br />intersection) <br />c <br />N <br />°Reflective <br />*,.Code <br />Sheeting Sign <br />LANE REDUCTION <br />State of California HighwaySIGNING <br />W53 (24" X 24") <br />a <br />or as required by S.J. Co. <br />C <br />a <br />Public Works Dept. 1. <br />Center the lanereduction sign <br />o <br />° <br />behind Type "A', barricade <br />of <br />o <br />(barricade to be placed on a <br />O <br />askew <br />° <br />Sign Support System (Typ.): <br />with Type N—Y signs <br />attached). <br />I <br />a <br />2" X 2" Square Perforated Steel <br />j� <br />io <br />o <br />Tubing w/Penetrator Anchor 2. <br />Place Class 1 flexible post <br />a <br />(contact: &J. county Trarec Maintenance <br />delineators (Cal Trans A73C) at a <br />a <br />o <br />U'm venom) X3089 far approved <br />) <br />10 : 1 taper preceding the <br />Type A barricade (minimum of <br />e <br />5 delineators). <br />co <br />o <br />\ <br />3. <br />Pavement lane reduction arrows. <br />N <br />o <br />° <br />0 <br />\ <br />4. <br />W 11, transition sign. <br />TYPICAL SIGN <br />No. <br />Revised sr <br />A" --d by <br />"""°"2°°' <br />TRAFFIC SIGNSDlisitor <br />Of Public <br />2 <br />February 2004 DOS <br />Omen by <br />JLD <br />Chi1id by <br />COUNTY OF SAN JOAQUIN <br />Des, JUNE 1997 <br />Scale <br />NONE <br />DEP"nMEW OF PUSH WORKS <br />DrowNq No. R — 26 <br />NOTES: <br />See Note 7 � 1. One street sign is required <br />N D7 at each intersection. <br />2 TYp• 2. Block numbers are to be acquired <br />from the Son Joaquin County <br />IST _ Community Developement Department. <br />May be installed roadways, also to be preceded by <br />:edge <br />n SW -42 sign a W17, 36" stop ahead sign with <br />tSte 7 appropriate pavement morkings. <br />7. Use the following for terminal streets <br />Mless than 300 feet in length: <br />lock symbol on <br />ellow background <br />2' clear to E M <br />E � <br />of <br />pavement iv k—e.DD"— <br />Diamond Grade <br />o Sheeting <br />a Edge of pavement <br />or back of dike <br />6' rural <br />*3'-6" (4'-6") 0 7' urban Stop and street <br />to edge of pavement a sign location <br />0 <br />o i - <br />o tp <br />° I <br />0 <br />o N <br />o <br />Sign Support System: ° <br />2" X 2" Square Perforated Steel <br />Tubing w/Penetrator Anchor <br />(Contact: S.J. County Traffic Maintenance <br />Division (209) 4611-3089 for approved <br />list of vendors) <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 />2 November997 2003 WS STANDARD STREET <br />3 February 2004 DBS SIGN DETAILS Director of Public Works <br />crown by JLD <br />checked by COUNTY OF SAN JOAQUIN Date JUNE 1997 <br />Saah' NONE pFPA1frMefr OF PUBW WORKS Drawing No. R-25 <br />C <br />LAKE <br />W- <br />1 -76 <br />e <br />177 <br />176 <br />175 <br />174 <br />173 <br />J <br />OL <br />1-72 <br />24 <br />_ LINE _ <br />5 E SHIgT 16 <br />I <br />III <br />171 <br />1 11112' 11 11' 12111 <br />170 <br />01 <br />169 <br />- <br />167 <br />_ MATCH _ <br />IN <br />•3" <br />_ LINE _ <br />SEE SHAT i b <br />Z <br />0 <br />a <br />W <br />0 <br />w <br />0 <br />z <br />0 <br />Ln <br />T <br />100 E <br />C <br />C <br />Lrl <br />°M^° <br />See Improvement plans for <br />Z <br />CW <br />in <br />m <br />T <br />in <br />> in <br />location of traffic control devices. <br />� <br />Z <br />1 <br />4. <br />The length of the street sign <br />�0 <br />O <br />(typ)N <br />M <br />.L it)J <br />0) <br />varies due to the length of <br />U.1 <br />Do <br />the street name. <br />W <br />D1 <br />LO <br />5. <br />See Standard Drawing No. R-23 for <br />TYPICAL <br />STREET <br />SIGN <br />V <br />proposed sidewalk sign locations. <br />LU <br />�0o <br />Z <br />6. <br />Stop signs shall be 30" for urban <br />W <br />x <br />areas and for internal subdivision <br />a <br />streets; 36" for rural areas and <br />for streets which intersect County <br />May be installed roadways, also to be preceded by <br />:edge <br />n SW -42 sign a W17, 36" stop ahead sign with <br />tSte 7 appropriate pavement morkings. <br />7. Use the following for terminal streets <br />Mless than 300 feet in length: <br />lock symbol on <br />ellow background <br />2' clear to E M <br />E � <br />of <br />pavement iv k—e.DD"— <br />Diamond Grade <br />o Sheeting <br />a Edge of pavement <br />or back of dike <br />6' rural <br />*3'-6" (4'-6") 0 7' urban Stop and street <br />to edge of pavement a sign location <br />0 <br />o i - <br />o tp <br />° I <br />0 <br />o N <br />o <br />Sign Support System: ° <br />2" X 2" Square Perforated Steel <br />Tubing w/Penetrator Anchor <br />(Contact: S.J. County Traffic Maintenance <br />Division (209) 4611-3089 for approved <br />list of vendors) <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 />2 November997 2003 WS STANDARD STREET <br />3 February 2004 DBS SIGN DETAILS Director of Public Works <br />crown by JLD <br />checked by COUNTY OF SAN JOAQUIN Date JUNE 1997 <br />Saah' NONE pFPA1frMefr OF PUBW WORKS Drawing No. R-25 <br />C <br />LAKE <br />W- <br />1 -76 <br />e <br />177 <br />176 <br />175 <br />174 <br />173 <br />J <br />OL <br />1-72 <br />24 <br />_ LINE _ <br />5 E SHIgT 16 <br />I <br />III <br />171 <br />1 11112' 11 11' 12111 <br />170 <br />01 <br />169 <br />- <br />167 <br />_ MATCH _ <br />IN <br />•3" <br />_ LINE _ <br />SEE SHAT i b <br />Z <br />0 <br />a <br />W <br />0 <br />w <br />0 <br />z <br />0 <br />Ln <br />T <br />kv <br />RYAN CARREL, R.C.E. 61619 I <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. 5. H. <br />yam--` aj'�� �['^�� y . j/,�y ` ,� / -y DATE: ".f4o 8, 200 <br />1 'M it J D 4.J 1 1! \ Y Y �V o SCALE: ) u F- ' <br />DWG: 296E -STRIFE <br />C. rrN .t ;In Fey KW <br />N Ut-anges By <br />CHECKED: <br />Cia;e� 2 g_ _/��_.s_•f_✓—�—JOBu 2'46F-04 <br />Any Pt_t:;on I I^til 1= a [)[idWl11,� 2I`':��.iii at r!;y SHEET 7 <br />Ail r1`orm ,f .rp gy r PC,f, <br />OF 345 <br />C <br />C <br />Lrl <br />°M^° <br />.. <br />W <br />Z <br />CW <br />in <br />m <br />to <br />in <br />> in <br />Va�°o <br />� <br />Z <br />Z <br />C <br />�0 <br />O <br />V <br />.L it)J <br />0) <br />LL <br />.. <br />U.1 <br />O <br />W <br />D1 <br />U M <br />W M <br />�/� <br />�Oin <br />N in <br />r I <br />V <br />z <br />LU <br />�0o <br />Z <br />N <br />W <br />x <br />a <br />kv <br />RYAN CARREL, R.C.E. 61619 I <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. 5. H. <br />yam--` aj'�� �['^�� y . j/,�y ` ,� / -y DATE: ".f4o 8, 200 <br />1 'M it J D 4.J 1 1! \ Y Y �V o SCALE: ) u F- ' <br />DWG: 296E -STRIFE <br />C. rrN .t ;In Fey KW <br />N Ut-anges By <br />CHECKED: <br />Cia;e� 2 g_ _/��_.s_•f_✓—�—JOBu 2'46F-04 <br />Any Pt_t:;on I I^til 1= a [)[idWl11,� 2I`':��.iii at r!;y SHEET 7 <br />Ail r1`orm ,f .rp gy r PC,f, <br />OF 345 <br />