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NO. <br />3/8" galvinized <br />bolts & washers <br />Reflector Sign—California Highway <br />Code Type NR (24" x 24") <br />2 : <br />at end � <br />I <br />a <br />I <br />Reflectors symmetrically IN <br />placed 12' f O.C. <br />6"x6" dense <br />2•'x8" select grade structural grade <br />Douglas Fir surfaced Redwood, treated <br />four sides. Hemlock or treated N <br />Douglas Fir surfaced <br />12' Max. four sides. <br />Evenly Spaced <br />TYPE "A" <br />Reflective Sign—Calif. Hwy. <br />Code W31, 30" SizeIII <br />Center on Barricade. 1 END <br />L`� D <br />i7 f <br />Sign—Calif <br />Hwy Code W31 <br />EN D (30" x 30") <br />Calif H <br />CENTER REFLECTOR " <br />rn <br />c <br />c <br />0 <br />0 <br />o E <br />c� E <br />TYPICAL <br />STREET LIGHTS <br />TYPE "A" <br />SYMBOLS <br />PROPOSED EXISTING <br />T�r <br />u � <br />Type "A" L � -\ / Type "A„ <br />STREET LIGHTING <br />" JLD POLES AND SYMBOLS <br />�•"^°" COUNTY OF SAN JOAQUIN o•» SEPT. 1991 <br />sm. NONE rcrromon of rout wx.rs o»•:a s,, R — <br />32 <br />REVISIONS <br />DESCRIPTION DATE I BY <br />12" <br />Dia. o> Sq. Standard frame and <br />6" — cover assembly <br />1 <br />A.C. 4" 1 Wow <br />A.B. <br />Undisturbed Survey monuments <br />basement soil 3/4"0 x 30" iron pin <br />with identification marks <br />TYPICAL SECTION <br />A SUR ,, <br />3 5/8" R 3 3/4" <br />I,\\M 0 N <br />1/16" raised letters --/ <br />_ <br />( Fra1m�eCover Lift pa <br />holes—( � <br />Moterial: Cast iron <br />1/4- 2" f <br />N <br />2 2 t <br />1 1/2" I� 1/4" <br />Diamm eter I <br />SECTION A—A <br />" <br />SURVEY MONUMENT <br />"• " JLD FRAME & COVER ASSEMBLY <br />COUNTY OF SAN JOAQUIN SEPT. 1991 <br />s•e. NONE owwn.oa o<^"".mxs u"+"aw R-28 <br />JOB NO. : 020970AP2 <br />DATE : <br />SCALE HORIZ. : 1"-S <br />SCALE VERT, <br />DRAWN <br />DESIGN <br />CHECK <br />SEAL: <br />a 4158! <br />\4rE'0F� <br />Sign — State of Calif. Hwy �C, <br />Code SW -42 (30"00") <br />r� <br />0 <br />N SIGNS <br />1. Signs shall be posted on 2" I.D. galv. <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 />1 urban areas and 36" for rural areas. <br />`n 3. Sign — State of Calif. Hwy. Code ' <br />SW -43 shall be posted at curves <br />when needed. <br />- State of Calif. Hwy. <br />W-57 (24%48") <br />i <br />io7F Sign — State of Calif. J o <br />Hwy. Code "type N—Y" <br />N 24 x24 (reflective <br />yellow background) <br />T INTERSECTION SIGN �� �/ <br />4 <br />(post across from intersection) / <br />N <br />N07 A <br />io io SF�H <br />N N T <br />Sign — State of Calif. LANE REDUCTION <br />Hwy. Code a•') SIGNING <br />or as requiredred byy the the <br />a Public Works Dept. <br />a o 1. Center the lane reduction sign <br />behind Type A barricade <br />(barricade to be placed on a <br />0 0 skew with Type N—Y signs <br />1 2"x2•' Square attached). <br />is Perforated steel <br />tubing (Ulti—Mate 2. Place Class 1 flexible post <br />Support System) delineators (Col Trans A74) at a <br />10 : 1 taper preceding the <br />Type A barricade (minimum of <br />5 delineators). <br />Flatten pipe <br />(typ•) <br />TYPICAL SIGN * AS MODIFIED <br />TRAFFIC SIGNS <br />JLD <br />COUNTY OF SAN JOAQUIN °"• SEPT. 1991 <br />sm. NONE omer.art a w.ue .a.•s a•wa "> R — 26 <br />n <br />See note 7 <br />N <br />2" Typ <br />io <br />I <br />io <br />I <br />Sign - Type NR <br />FOR TYPE <br />"A" BARRICADE <br />s-» <br />NONE <br />Hwy. Code W3 (LT) (24"x24") <br />(24" x 24") <br />°�.n+ "> R <br />or as required by the <br />2. Block numbers are to be acquired <br />Public Works Dept. <br />c <br />0 <br />a <br />o <br />� <br />`o a <br />0 <br />o <br />1 <br />�j <br />Square <br />NOTES: <br />0 <br />N <br />Irk2%2" <br />Perforated steel <br />j tubing (Ulti—Mate <br />tubing (Ulti-Mate <br />Support System) <br />Support System) <br />1. Barricades to be <br />as wide as street R/W <br />Department. <br />2. Barricadesto be <br />" <br />painted white using 2 <br />`v <br />ff ff <br />coats of Exterior Alkyd Resin Hi—Gloss <br />TYPE <br />B <br />Enamel" over a <br />compatible primer. <br />location of traffic control <br />`_1--1/2" R (typ) iv n ro <br />devices. <br />Cul de Sac only <br />4. The lend <br />gth of the street sign <br />TYPICAL STREET SIGN <br />the variesestreet name. to length of <br />*AS MODIFIED <br />5. See Standard Drawing No. R-23 <br />BARRICADES <br />FOR <br />for proposed sidewalk <br />See note 7 <br />sign locations. <br />TERMINATING <br />STREETS <br />6. Stop signs shall be 30" for <br />ST <br />JLD <br />urban areas and 36" for rural <br />MAIN <br />r^-'•^ w <br />COUNTY OF SAN <br />JOAQUIN <br />SEPT. 1991 <br />aa. NONE <br />uo.mxrWv"roue.e.rs <br />"°.•w" R — 24 <br />rn <br />c <br />c <br />0 <br />0 <br />o E <br />c� E <br />TYPICAL <br />STREET LIGHTS <br />TYPE "A" <br />SYMBOLS <br />PROPOSED EXISTING <br />T�r <br />u � <br />Type "A" L � -\ / Type "A„ <br />STREET LIGHTING <br />" JLD POLES AND SYMBOLS <br />�•"^°" COUNTY OF SAN JOAQUIN o•» SEPT. 1991 <br />sm. NONE rcrromon of rout wx.rs o»•:a s,, R — <br />32 <br />REVISIONS <br />DESCRIPTION DATE I BY <br />12" <br />Dia. o> Sq. Standard frame and <br />6" — cover assembly <br />1 <br />A.C. 4" 1 Wow <br />A.B. <br />Undisturbed Survey monuments <br />basement soil 3/4"0 x 30" iron pin <br />with identification marks <br />TYPICAL SECTION <br />A SUR ,, <br />3 5/8" R 3 3/4" <br />I,\\M 0 N <br />1/16" raised letters --/ <br />_ <br />( Fra1m�eCover Lift pa <br />holes—( � <br />Moterial: Cast iron <br />1/4- 2" f <br />N <br />2 2 t <br />1 1/2" I� 1/4" <br />Diamm eter I <br />SECTION A—A <br />" <br />SURVEY MONUMENT <br />"• " JLD FRAME & COVER ASSEMBLY <br />COUNTY OF SAN JOAQUIN SEPT. 1991 <br />s•e. NONE owwn.oa o<^"".mxs u"+"aw R-28 <br />JOB NO. : 020970AP2 <br />DATE : <br />SCALE HORIZ. : 1"-S <br />SCALE VERT, <br />DRAWN <br />DESIGN <br />CHECK <br />SEAL: <br />a 4158! <br />\4rE'0F� <br />Sign — State of Calif. Hwy �C, <br />Code SW -42 (30"00") <br />r� <br />0 <br />N SIGNS <br />1. Signs shall be posted on 2" I.D. galv. <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 />1 urban areas and 36" for rural areas. <br />`n 3. Sign — State of Calif. Hwy. Code ' <br />SW -43 shall be posted at curves <br />when needed. <br />- State of Calif. Hwy. <br />W-57 (24%48") <br />i <br />io7F Sign — State of Calif. J o <br />Hwy. Code "type N—Y" <br />N 24 x24 (reflective <br />yellow background) <br />T INTERSECTION SIGN �� �/ <br />4 <br />(post across from intersection) / <br />N <br />N07 A <br />io io SF�H <br />N N T <br />Sign — State of Calif. LANE REDUCTION <br />Hwy. Code a•') SIGNING <br />or as requiredred byy the the <br />a Public Works Dept. <br />a o 1. Center the lane reduction sign <br />behind Type A barricade <br />(barricade to be placed on a <br />0 0 skew with Type N—Y signs <br />1 2"x2•' Square attached). <br />is Perforated steel <br />tubing (Ulti—Mate 2. Place Class 1 flexible post <br />Support System) delineators (Col Trans A74) at a <br />10 : 1 taper preceding the <br />Type A barricade (minimum of <br />5 delineators). <br />Flatten pipe <br />(typ•) <br />TYPICAL SIGN * AS MODIFIED <br />TRAFFIC SIGNS <br />JLD <br />COUNTY OF SAN JOAQUIN °"• SEPT. 1991 <br />sm. NONE omer.art a w.ue .a.•s a•wa "> R — 26 <br />Flatten pipe <br />_.-T F--(tYP•) <br />0 <br />CURVE SIGN <br />* AS MODIFIED <br />Gf mir—o i r. QIV11 1171 w VI V IL MIU111CCPf <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br />LODI, CALIFORNIA 95240 FAX (209) 334-2611 <br />DATE: V - 9- o i <br />�. • �+ R.C.E. NO.: 15372 <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-05 <br />6" Min. <br />(TYp.) <br />3' <br />Variabl <br />O.D./2 <br />10" M <br />Backfill with materials equal to or <br />better than the existing pavement <br />and base in quality. New pavement <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 />r—O.D.t <br />O.D. <br />+ 20" Min. <br />RIGID CONDUIT <br />Compact in 12" may. <br />layers to a min. <br />relative compaction <br />of 95X• under pavemer <br />and shoulders, and <br />90% outside shoulders. <br />Compact in 24" max. <br />layers to a minimum <br />relative compaction <br />of 85%. <br />Compact ,in 6" layers <br />to a minimum r I tive <br />compaction of 9�1�. <br />10" Min. 10" Min <br />6" Min. <br />... _ ...(TYP.) <br />77— <br />i Variable <br />0. D. <br />+ 20" Min. <br />FLEXIBLE CONDUIT <br />10" Min. <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 />method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. 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 compactabllity, ninety percent (90X) <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 be less than three feet wide as measured <br />from the edge of pavement. <br />xe. .Mrrp " hv".M M <br />TYPICAL TRENCH BACKFILL <br />» " <br />n <br />See note 7 <br />N <br />2" Typ <br />io <br />I <br />io <br />I <br />NI <br />SEPT. <br />Sign — State of Calif. <br />s-» <br />NONE <br />Hwy. Code W3 (LT) (24"x24") <br />°�.n+ "> R <br />or as required by the <br />2. Block numbers are to be acquired <br />Public Works Dept. <br />c <br />0 <br />a <br />o <br />� <br />`o a <br />MST <br />o <br />1 <br />�j <br />I <br />2"x2" Square <br />from the San Joaquin County <br />Community Developement <br />0 <br />Perforated steel <br />%j <br />tubing (Ulti-Mate <br />Support System) <br />Flatten pipe <br />_.-T F--(tYP•) <br />0 <br />CURVE SIGN <br />* AS MODIFIED <br />Gf mir—o i r. QIV11 1171 w VI V IL MIU111CCPf <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br />LODI, CALIFORNIA 95240 FAX (209) 334-2611 <br />DATE: V - 9- o i <br />�. • �+ R.C.E. NO.: 15372 <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-05 <br />6" Min. <br />(TYp.) <br />3' <br />Variabl <br />O.D./2 <br />10" M <br />Backfill with materials equal to or <br />better than the existing pavement <br />and base in quality. New pavement <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 />r—O.D.t <br />O.D. <br />+ 20" Min. <br />RIGID CONDUIT <br />Compact in 12" may. <br />layers to a min. <br />relative compaction <br />of 95X• under pavemer <br />and shoulders, and <br />90% outside shoulders. <br />Compact in 24" max. <br />layers to a minimum <br />relative compaction <br />of 85%. <br />Compact ,in 6" layers <br />to a minimum r I tive <br />compaction of 9�1�. <br />10" Min. 10" Min <br />6" Min. <br />... _ ...(TYP.) <br />77— <br />i Variable <br />0. D. <br />+ 20" Min. <br />FLEXIBLE CONDUIT <br />10" Min. <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 />method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. 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 compactabllity, ninety percent (90X) <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 be less than three feet wide as measured <br />from the edge of pavement. <br />xe. .Mrrp " hv".M M <br />TYPICAL TRENCH BACKFILL <br />» " <br />JLD <br />See note 7 <br />N <br />2" Typ <br />»� <br />1. One street sign is required <br />COUNTY OF SAN JOAQUIN <br />SEPT. <br />1991 <br />s-» <br />NONE <br />°�.n+ "> R <br />— 29 <br />ASHTON PLACE <br />IMPROVEMENTS <br />TYPICAL DETAILS <br />SHEET <br />2 <br />OF 301 17 <br />FILE NO. 020970AP2 <br />NOTES: <br />See note 7 <br />N <br />2" Typ <br />1. One street sign is required <br />at each intersection. <br />2. Block numbers are to be acquired <br />`o a <br />MST <br />I A I ST <br />from the San Joaquin County <br />Community Developement <br />%j <br />Iv 100 E <br />Department. <br />`v <br />3. See improvement plans for <br />location of traffic control <br />`_1--1/2" R (typ) iv n ro <br />devices. <br />4. The lend <br />gth of the street sign <br />TYPICAL STREET SIGN <br />the variesestreet name. to length of <br />5. See Standard Drawing No. R-23 <br />for proposed sidewalk <br />See note 7 <br />sign locations. <br />6. Stop signs shall be 30" for <br />ST <br />urban areas and 36" for rural <br />MAIN <br />So* <br />areas. <br />100 E <br />7. Use the following for terminal <br />streets: <br />-Black <br />—+ 5.05" <br />symbol <br />T O <br />on yellow x <br />background E <br />3.36" <br />6.00" <br />Edge of pavement <br />- <br />or bock of dike <br />6' rural <br />7' urban <br />]IFi <br />_ I �— N <br />Square �_ <br />�k2ePerforated <br />Stop and stree t _ <br />rfo rated steel <br />sign location <br />tubing (rtMate <br />Sign Support 10"flatten <br />STOP AND <br />STREET SIGN <br />System) pipe <br />LOCATION DETAIL <br />TYPICAL STOP AND STREET <br />SIGN INSTALLATION <br /># AS MODIFIED <br />STANDARD <br />STREET <br />"" w <br />SIGN DETAILS <br />"" JLD <br />(WITHOUT SIDEWALK) <br />••°" <br />COUNTY OF SAN <br />JOAQUIN <br />SEPT. 1991 <br />saw NONE <br />°w"""'°'r or °""" »a.xs <br />a..uy w. R — 25 <br />ASHTON PLACE <br />IMPROVEMENTS <br />TYPICAL DETAILS <br />SHEET <br />2 <br />OF 301 17 <br />FILE NO. 020970AP2 <br />