S424 - S431 - Laserfiche WebLink

Home Browse Search

'ON 133HS 83M` 80 Reflective Sheeting Sign Reflective Sheeting Sign GENERAL NOTES: - State of California Highway - State of California Highway Survey Code (SW-42) (30"00") Code (W-57) (24" x 48 ) 1 . Contractor shall scarify native soil adjacent to pavement at intersection radii to a depth of 6 and blend See Shoulder See Shoulder tO Shoulder Backing material prior to compaction. I , �� , Details Var, 3' - 13' Var. Details N 1 " 1 Limits of this work shall be confined to intersection (See Plans for Width Variations) Exist. P.C.C. (See Plans for Width Variations) o SIGNS radii plus 50 feet in each direction. Payment for Median to remain ° blending shall be considered as included in the price ID © 1. Signs shall be posted on 2" x 2" for Shoulder Backing. NOW Var. Width Pavement Reinforcing Fabric I Var. Width Pavement Reinforcing Fabric Willo square perforated steel tubing with •2 penetrator anchor. 2. All eorthwork (except for lacing shoulder grading) shall be —I— — — 0 of a 2. Sign - State of Calif. Hwy. Code ;; i o Nompleted Shou derrlor Backing I shall be adelposited o halt drifted o onte. _ _ _ (SW-43) shall be posted at curves 1. Var. — — — i V0f when needed. I the final lift of asphalt concrete surfacing. I Where the Shoulder Backing placement exceeds 0.30' Reflective Sheeting Sin ° in thickness, the Shoulder Backing shall be placed y , o " — State of CalifomiagHighwo in two fully compacted layers. - - - - - - - - - - - - -} - - - - - - - - - - - - - - - - - - - - - - - - - J \ e `O Code (Type N—Y) (24" x 24� — — — — — — — — — — — — — — —L — — — — I 3. Asphalt Concrete shall be placed in two (2) layers Existing Roadway 0.25' A.C. Overlay of approximate thickness with pavement reinforcing TYPICAL SECTION fabric placed on e�fsting pavement. T INTERSECTION SIGN 4. Pavement repair operations within the vicinity of (WITH DIVIDED CONCRETE MEDIAN) © pavement Reinforcing Fabric shall be omitted 150 ft, `O o T traffic loops shall be done in a manner as not 9 (POST ACROSS FROM INTERSECTION) �., to damage loops. before approaching the following intersections: <' ° Schulte Court, Gateway Blvd. and Hansen Road ° 5. Hand grinding may be required in the presence of Reflective Sheeting Sign State of California Highwayexisting surface utilities within the Planing Limits. Survey I'll Code (W53) (24" x 47NOT A LANE REDUCTION See Shoulder See Shoulder io THROUGH or as required by S.J. Co. SIGNING Details Var. I Var. Details I STREET Public Works Dept. C41. Center the lane reduction sign (See Plans for Width Variations) I (See Plans for Width Variations) behind Type "A" barricade (barricade to be placed on a Var. Width Pavement Reinforcing Fabric a skew with Type N—Y signs SIGN SUPPORT SYSTEM (TYP.) attached). I o 2" x 2" $quare Perforated Steel 2. Place Class 1 flexible post VOr. I Var. ° Tubing w/Penetrator Anchor I delineators (Cal Trans A73C) of o (Contact: S.J. County Traffic Maintenance I� Division (209) 468-3088 for approved 10 : 1 taper preceding the list of vendors) Type A barricade (minimum of 5 delineators). o 3. Pavement lane reduction arrows. �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .'.: ' ° ` ., 4. W11, transition sign. Existing Roadway 0.25' A.C. Overlay o iO TYPICAL SECTION ° ° Ill Pavement Reinforcing Fabric shall be omitted 150 ft. before approaching the following intersections: TYPICAL SIGN Schulte Court, Gateway Blvd. and Hansen Road CE TYPICAL SIGN D ETAI LS Exist. A.C. R & D Exist. P.C.C. Exist. A.C. Pavement Island and Curb Pavement Survey Limits of Clearing and Grubbing Surveys r---------------- Exist. Curb, Gutter Limits of Clearing and Grubbing — — — — — — _ _ _ _ _ Var. 8' and Sidewalk to Remain I Var. 4' 0.25A.C. Overlay A. C. Planing 0.25' A.C. Overlay Compact existing & Survey place Imported Borrow — — — — — - -- — — — — — — — p,12' Conform ® Var. 10' a Imported compaction Limits of Clearing and Grubbing Existing Roadway Gutter Lip I Pavement Pavement Reinforcing Mesh 1 Var. Width Place 1 ,0 A.C. (1 depth) Var. 2 E Earthwork (Misc. Areas) V0=_a _ _ Reinforcing o ---------_T — Fabric A.C. Dike E 0.25 A.C. Overlay o Exist. Misc. Areas Type 4 ---- r�� v ------------ Surface ( - YP ) —� U --------�� Var. ' Val' _ °r' CURB AND ISLAND Pavement Reinforcing ' _ _ : Exist. REMOVAL DETAILS Existing Roadway ( _ — — — > > �' > 0.17 A.C. Surface Fabric — — _ — _ — :.. >; :_' : _ _ _ — J 0.65' Pavement Place 065' A.C. -III I— I Place 1.0' A.C. D ETAI L 1 Existing Place P.C.C. Island Repair � 1' (Misc. Areas) ' -111—�, I (Misc, Areas) RoadwayP 3 Existing g Lon' PC.C. Curb Type 63 CE Roadway 0.25' A.C. of Overlay Survey 5' 2 -5 Overlay ides) Limits of Clearing and Grubbing Earthwork Var, 6' (Misc. Areas - Type 1) NOW 4'-7' 0.25' A.C. Overlay D ETAI L 3 (Misc. Ar asw ork E - Type 3) I I Var,` o - - - - - - - - - - - - - - - - - - - - D ETAI L 5 Existing Roadway °�� Exist. = _ ` _JSurface CURB AND ISLAND �=III, ,III-III-111— Survey— � Y Pavement Reinforcing Var. Depth Limits of Clearing and Grubbing REPLACEMENT DETAILS Fabric Shoulder Backing Existing Roadway ' Var, 0.25 A.C. Overlay Shoulder Backing Var. 10' DETAIL 2 Pavement Pavement Reinforcing MeshWIN Width of Pavement Repair Reinforcing See Note Below Existing Fabric ACDike..Dike E Surface Variable depth Asphalt SHOULDER SCHEDULE I Var. (Where occurs) o Concrete over existing o LEFT RIGHT I Voda Exist. - — — — — — — — — _ Conform ® E,P, paved driveway, I Surface _ EP Station to Station Detail Station to Station Detail _ - 12+28 to 49+35 2 12+48 to 50+42 1 [� ('� (�Q ` � f Place 1.0' A.C. 0.65' Asphalt Concrete R - ----_ ___-_--— R m 1 1�� h./ U'1 IAV '?f I ��,.t (Misc. Areas) - - -- - - - - -- - 50+53 to 51+23 3 53+36 to 54+36 3 Existing 2 -7 - - - - - - - Roadway Note: Width (4' minimum) Except Repair along the Pavement Edge. - corrections By / 53+20 to 54+00 3 54+80 to 60+90 3 Approximate dimensions used for estimating purposes are R = Conform to No Changes B _ 6'-11 PP 9 P P Conform 54+80 to 62+00 3 60+90 to 63+00 2 Date f 0 Earthwork (Misc. Areas — Type 2) available upon request. Dimensions and locations are subject existing radii 62+00 to 63+83 4 63+00 to 63+60 5 Any Person Using his Drawing Should Verify to change at Engineers discretion. All information By inspecting The Site Of work DETAIL 4 DRIVEWAYS TYPE 63+83 to 64+45 2 63+60 to 64+45 2 PAVEMENT REPAIR E) DRAWN BY DATE PROJECT ENGINEER DATECHE KED DATE APPROVAL RECOMMENDED DATESHEET TOTAL Qvacwtedr 0#/w COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND SCHULTE ROAD RESURFACING NO. SHEETS 4/2�d 4�l 0&ora( ro io/4� CONSTRUCTION DETAILS (Mountain House Parkway to Hansen Road) 2 8 FILE NAME DRAWER SHEET N0. AD REVISIONS DATE E:\Projects\2006\Schu1te Road (22688)\Plans\Schulte AII.Dwg