Laserfiche WebLink
Conform ® New EP <br />– — — New EP <br />��_�-.-_-___----- <br />- - -- --- ------ <br />------_----_-- Conform <br />Existing Width <br />12' Min <br />A <br />DRIVEWAY .(TYPE D <br />Concrete Driveway : <br />Sta 60+78 (Rt), Sta 62+48 (Lt), <br />Sta 84+65 (Rt) & Sta 99+20 (Lt) <br />Const <br />Limits of Concrete <br />See Plan I <br />_ 6' — 13' <br />*2, <br />Saw cut exist o <br />AC or PCC dwy U <br />Place New Dw Pipe - <br />(where occurs <br />See Plans for details <br />5' 0 Sta 115+08 �Rt) <br />4' @ Sta 115+85 Rt} <br />0.30' Asphalt Concrete i <br />over shaped and Il <br />compacted native <br />Var <br />109 Max – 2% <br />�� AC Widening <br />LR & D Exist Dwyp <br />Pipe <br />(where occurs) <br />20' — 25' _ <br />See Plan <br />SECTION A -A <br />4' Min <br />See Note Below <br />Existing <br />LSurface <br />U.6U- Asphalt Concrete <br />NOTE : Width (4' minimum). <br />Approximate dimensions used for estimating purposes <br />are available upon request. Dimensions and locations <br />are subject to change at Engineer's discretion, <br />PAVEMENT REPAIR DETAIL <br />Const <br />(I' Mailbox <br />L° 10' lo, <br />Edge of <br />Pavement <br />.. f; .y. <br />Cy <br />Area to receive <br />Shoulder Backing Penetration Treatment <br />Relocated Mailbox <br />PENETRATION TREATMENT <br />AT MAI LBOX <br />DRAWN BY DATE PROJECT ENGINEER <br />r n� <br />FILE NAME DRAWER SHEET NO. <br />Lf U <br />TRENCH DETAIL <br />3'x3' (18"0 5Dl} <br />4'x4' (24"0 SDI} <br />Vary Var <br />Drainage Pipe0.25' AC Apron <br />�j Place AC (Misc Areas) <br />See SJ CO <br />Std Dwg No, <br />CW–C14 <br />STORM DRAIN INLET <br />Var <br />Earthwork (Miss Areas) <br />Install Bike Route sign <br />per MUTCD (D11-1) <br />IL <br />(24" x 18") <br />or as required by SJ Co <br />ancEnurE Public Works Dept <br />SIGN SUPPORT <br />SYSTEM TYP <br />o 2" x 2" Square Perforated <br />Steel Tubing w� <br />a Penetrator c or <br />0 <br />: N <br />BIKE ROUTE SIGN <br />0.30' <br />2' <br />3" Structure <br />Exist Surface <br />Block numbers are to be acquired from the <br />AC <br />Backfill <br />Department, <br />Relocated Ditch <br />See improvement plans for location of traffic <br />•4' A • <br />-^ <br />The length of the street sign varies due to the <br />Variable depth <br />Asphalt Concrete <br />2 5. <br />See Standard Drawing No. R--23 for proposed <br />Conform 0 New EP <br />over existing <br />paved driveway <br />Place 12"0 CSP <br />internal subdivision streets; 36" for rural areas <br />and for streets which intersect County roadways, <br />�'`- <br />also to be preceded by a W3-1, 36' Stop Ahead <br />See Plan for <br />Sign with appropriate pavement markings. <br />New EP''•' <br />•'' - '`, <br />-',�'f'-',%- , ` , <br />orru ated Steel <br />less than 300 feet in length, <br />dimensions <br />J <br />"' <br />Pipe See Plan) <br />R <br />Limits of <br />R <br />Excavation c <br />i ' f { I �' <br />Conform <br />Cement Slurry <br />Backfill <br />I <br />l R <br />– Conform to <br />r <br />per— <br />existing radiiv <br />k + r; <br />fi" Bedding Material <br />Existing <br />Width <br />PIPE CONNECTION <br />D <br />12' <br />Min <br />(Lt & <br />Rt) <br />1' OD 1' <br />DRIVEWAYS <br />(TYPE. <br />E } <br />OD + 2' <br />4' Min <br />See Note Below <br />Existing <br />LSurface <br />U.6U- Asphalt Concrete <br />NOTE : Width (4' minimum). <br />Approximate dimensions used for estimating purposes <br />are available upon request. Dimensions and locations <br />are subject to change at Engineer's discretion, <br />PAVEMENT REPAIR DETAIL <br />Const <br />(I' Mailbox <br />L° 10' lo, <br />Edge of <br />Pavement <br />.. f; .y. <br />Cy <br />Area to receive <br />Shoulder Backing Penetration Treatment <br />Relocated Mailbox <br />PENETRATION TREATMENT <br />AT MAI LBOX <br />DRAWN BY DATE PROJECT ENGINEER <br />r n� <br />FILE NAME DRAWER SHEET NO. <br />Lf U <br />TRENCH DETAIL <br />3'x3' (18"0 5Dl} <br />4'x4' (24"0 SDI} <br />Vary Var <br />Drainage Pipe0.25' AC Apron <br />�j Place AC (Misc Areas) <br />See SJ CO <br />Std Dwg No, <br />CW–C14 <br />STORM DRAIN INLET <br />Var <br />Earthwork (Miss Areas) <br />Install Bike Route sign <br />per MUTCD (D11-1) <br />IL <br />(24" x 18") <br />or as required by SJ Co <br />ancEnurE Public Works Dept <br />SIGN SUPPORT <br />SYSTEM TYP <br />o 2" x 2" Square Perforated <br />Steel Tubing w� <br />a Penetrator c or <br />0 <br />: N <br />BIKE ROUTE SIGN <br />DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />�I 7rtc;�),*0.90i <br />ACAD /I REVISIONS DATE <br />COUNTY OF SAN JOAQUIN <br />I> [0]P19n1- <br />Reflective Sheeting Sign <br />State of California Highway <br />x NOT A Code (W53) (24" x 24") <br />vi <br />THROUGH <br />or as required by SJ Co <br />Public Works Dept <br />SIGN SU PPORT <br />xare Perforated <br />Steel Tubing w/ <br />: Penetrator Anchor <br />CIDir• <br />: N <br />TYPICAL SIGN <br />May be installed on <br />sign W1-7 (24" x 48") <br />2' clear <br />to edge of <br />pavement <br />Diamond G <br />Reflective Sheeting <br />Sign — State of <br />California Highway <br />Cade SW -42 <br />ii (30"00") <br />Nil <br />it <br />R • <br />CD • <br />I <br />.n • <br />0 <br />o <br />T INTERSECTION SIGN <br />(Post across from intersection) <br />SIGNS <br />1, Signs shall be posted on 2" x 2" square <br />perforated steel tubing with penetrator anchor, <br />2. Sign — State of Calif Hwy Code (SW -43) <br />shall be posted at curves when needed. <br />MAIN 1� 1001 <br />STOP <br />Sheeting o <br />e <br />0 <br />3'-6" Min (Urban) o <br />0 <br />4'-6" Min (Rural) o <br />to edge of pavement o <br />0 <br />v <br />e <br />e <br />0 <br />0 <br />0 <br />0 <br />= o <br />u5 a <br />1 q <br />O <br />v <br />a <br />0 <br />See <br />N ote 7 <br />Black symbol <br />on yellow <br />background <br />O <br />Q.' <br />'ON 113HS I �J3Mdi <br />Reflective Sheeting Sign – <br />State of California Highway <br />Code (W-57) (24u x 48") <br />-cs <br />i W <br />Reflective Sheeting <br />Sign – State of <br />California Highway R <br />Code 'Ty a N --Y' �i <br />(24"x24"� <br />N <br />-Irmo* <br />LANE REDUCTION SIGNING <br />1, Center the lane reduction sign behind <br />Type "A" barricade (barricade to be <br />placed on a skew with Type N–Y signs <br />attached), <br />2. Place Class 1 flexible post delineators <br />(Cal Trans A73C) at a 10 : 1 taper <br />preceding the Type A barricade <br />(minimum of 5 delineators), <br />3. Pavement lane reduction arrows. <br />4. W11, transition sign. <br />NOTES: <br />0.30' <br />2' <br />One street sign is required at each intersection. <br />Var <br />Block numbers are to be acquired from the <br />AC <br />Department, <br />Relocated Ditch <br />See improvement plans for location of traffic <br />Widening <br />Shoulder <br />The length of the street sign varies due to the <br />X <br />length of the street name, <br />2 5. <br />See Standard Drawing No. R--23 for proposed <br />Backing <br />Structure <br />Place 12"0 CSP <br />internal subdivision streets; 36" for rural areas <br />and for streets which intersect County roadways, <br />Backfill <br />also to be preceded by a W3-1, 36' Stop Ahead <br />See Plan for <br />Sign with appropriate pavement markings. <br />7. <br />Use the following for the terminal streets <br />less than 300 feet in length, <br />dimensions <br />Limits of <br />Excavation c <br />i ' f { I �' <br />Ditch Flow Line <br />�0. <br />Exist 12"oGMPCoupling <br />per— <br />SP D97A <br />PIPE CONNECTION <br />D <br />Sta 87+50 <br />(Lt & <br />Rt) <br />DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />�I 7rtc;�),*0.90i <br />ACAD /I REVISIONS DATE <br />COUNTY OF SAN JOAQUIN <br />I> [0]P19n1- <br />Reflective Sheeting Sign <br />State of California Highway <br />x NOT A Code (W53) (24" x 24") <br />vi <br />THROUGH <br />or as required by SJ Co <br />Public Works Dept <br />SIGN SU PPORT <br />xare Perforated <br />Steel Tubing w/ <br />: Penetrator Anchor <br />CIDir• <br />: N <br />TYPICAL SIGN <br />May be installed on <br />sign W1-7 (24" x 48") <br />2' clear <br />to edge of <br />pavement <br />Diamond G <br />Reflective Sheeting <br />Sign — State of <br />California Highway <br />Cade SW -42 <br />ii (30"00") <br />Nil <br />it <br />R • <br />CD • <br />I <br />.n • <br />0 <br />o <br />T INTERSECTION SIGN <br />(Post across from intersection) <br />SIGNS <br />1, Signs shall be posted on 2" x 2" square <br />perforated steel tubing with penetrator anchor, <br />2. Sign — State of Calif Hwy Code (SW -43) <br />shall be posted at curves when needed. <br />MAIN 1� 1001 <br />STOP <br />Sheeting o <br />e <br />0 <br />3'-6" Min (Urban) o <br />0 <br />4'-6" Min (Rural) o <br />to edge of pavement o <br />0 <br />v <br />e <br />e <br />0 <br />0 <br />0 <br />0 <br />= o <br />u5 a <br />1 q <br />O <br />v <br />a <br />0 <br />See <br />N ote 7 <br />Black symbol <br />on yellow <br />background <br />O <br />Q.' <br />'ON 113HS I �J3Mdi <br />Reflective Sheeting Sign – <br />State of California Highway <br />Code (W-57) (24u x 48") <br />-cs <br />i W <br />Reflective Sheeting <br />Sign – State of <br />California Highway R <br />Code 'Ty a N --Y' �i <br />(24"x24"� <br />N <br />-Irmo* <br />LANE REDUCTION SIGNING <br />1, Center the lane reduction sign behind <br />Type "A" barricade (barricade to be <br />placed on a skew with Type N–Y signs <br />attached), <br />2. Place Class 1 flexible post delineators <br />(Cal Trans A73C) at a 10 : 1 taper <br />preceding the Type A barricade <br />(minimum of 5 delineators), <br />3. Pavement lane reduction arrows. <br />4. W11, transition sign. <br />NOTES: <br />1. <br />One street sign is required at each intersection. <br />2. <br />Block numbers are to be acquired from the <br />San Joaquin County Community Development <br />Department, <br />3. <br />See improvement plans for location of traffic <br />control devices. <br />4. <br />The length of the street sign varies due to the <br />X <br />length of the street name, <br />2 5. <br />See Standard Drawing No. R--23 for proposed <br />sidewalk sign locations. <br />6. <br />Stop signs shall be 30" for urban areas and for <br />internal subdivision streets; 36" for rural areas <br />and for streets which intersect County roadways, <br />also to be preceded by a W3-1, 36' Stop Ahead <br />Sign with appropriate pavement markings. <br />7. <br />Use the following for the terminal streets <br />less than 300 feet in length, <br />2" x 2" Square Perforated Steel <br />Tubirg W/Penetrator Anchor <br />TYPICAL STOP AND STREET <br />SIGN INSTALLATION <br />2" 2" <br />R 1 R <br />ST <br />MAIN1 OO E 04 <br />R <br />1/2" R (Typ) <br />TYPICAL STREET SIGN <br />CONSTRUCTION DETAILS <br />Edge of pavement <br />or back of dike <br />—Stop and street <br />sign location <br />L2' clear <br />STOP & STREET SIGN <br />LOCATION D ETAI L <br />ARMSTRONG ROAD IMPROVEMENTS <br />(Davis Road to Lower Sacramento Road) <br />LLJ <br />No, 38455 <br />* Exp. 3-31-11 <br />q of V1 o� <br />OF Gpl!F <br />A4 <br />Peter D. Martin <br />Registered Civil Engineer <br />SHEET TG <br />N0, SHE <br />11 1 <br />