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e. 'ON 133HS 2DMV80 3114b'N 3113 4. Min. See Note Below B Existing Surface 3' 4 16' 4' 3' 0.50' Of Shoulder Backing Const. 0.90' Asphalt Concrete Slo e to drain away from Building i Note: Width (4' minimum). (Refer to Sheet 4) Conform o+ 2• Approximate dimensions used for estimating purposes Conform �. 1 are available upon request. Dimensions and locations — ��— �,,, k Limits of Clearing and Grubbing and Mailbox Relocation * * "' ° Existing Flow Line are subject to change at Engineers discretion. - - - - - - - - - -S_Level- - - - - - - - - - - - 4' 12' 12' 4' PAVEMENT REPAIR DETAIL 7M 7W SeeI See 18"0 RCP (CL IV) ( R �► Shoulder Pavement Reinforcing Fabric Shoulder Imported Borrow Details, Details, this this SECTION A—A Sheet. I Sheet. Const. 1 Var.i�� W 3' 24' i Var. _ Earthwork `_ _Var. - V°� I (Misc. Areas) 8 1 0.50' Of Shoulder Backing o E 0.30' Asphalt Concrete wi I i A.C. Dike aL - - - - - - - _ - - - - - - - - - (Type C) o _ A 0.25' Asphalt Concrete Overlay Existing Roadway ❑ Var.' 87 1 f, 1 32' Sta. 717+66 to Sta. 724+33 (Bridge Deck) I — _ _ J 1.5 Max. Conform — — — — 32' Sta. 725+70 (Bridge Deck) to Sta. 733+00 "' Y TYPICAL SECTION Existing Surface 6" X 8" Wood Post Sta. 595+00 to 941 +45 (6'-0" Long) Imported Borrow Imported Borrow Place Flow Line Of Pipe 0.50' 18"0 RCP (CL IV) A Below Existing Ditch Flow Line DETAIL 3 SECTION B—B Sta. 722+84 to Sta. 724+10 (Rt.) DRIVEWAY (TYPE G) Sta. 726+10 to Sta. 727+27 (Lt.) Sta. 881 +62 (Lt.) 8' C r• 1'-4" a Const. ` _ -- - - _ _ Limits of Clearing and Grubbing and Mail Box Relocation � — Existing Driveway 16't I Exist. or New A.C. Surface ry Pavement Reinforcing New A.C. Dike 0 1 Fabric DRIVEWAYS TYPE F IVa— r._� 1 — — — — — — — — — — — — — — J Variable depth Asphalt Concrete 1 over existing paved driveway. DETAIL 2 Conform ® E.P. GENERAL NOTES Sta. 727+27 to Sta. 733+011 to Sta. 726+10 (Lt.) 1. Contractor shall obtain an Encroachment Permit from Caltrans for work Sta. 717+34 to Sta. 722+84 (Rt.) R R 00 within State's Jurisdiction. Sta. 724+ 10 to Sta. 733+04 (Rt.) 2. Contractor shall verify locations of existing Loop Detectors and conduct his work with caution as to not damage existing Loop Detectors at the following Locations: Sto 805+42, Sto 805+62, Sta 810+21 and Sto 810+41 r Conform Const. 3. Excavated Material generated by pavement repair and planing asphalt concrete pavement shall be thoroughly pulverized and used as shoulder backing. Material Limits of Clearing and Grubbing R = Conform to existing Radii shall be distributed throughout the project and blended with the top 6" of native 1 and Mail Box Relocation Existing Width material, except within Environmentally Sensitive Areas (ESAs). I Earthwork 12' Min. The cost paid for Earthwork (Misc. Areas) shall include full compensation 1 (Misc. Areas) DRIVEWAYS TYPE E for on-site hauling, blending, shaping and compacting. (For additional requirements within the ESAs, Refer to Section 7 of the Special Provisions.) I 2' 4' 4. Contractor shall scarify soil adjacent to pavement to a depth of 6 inches I Conform ® E.P. and blend shoulder backing material prior to compaction. Limits of this work Shoulder confined to intersection radii plus 50 feet in each direction. Payment for 1 8%_ Backing EP blending shall be considered as included in the contract unit price paid for - Conform — shoulder backing. I ' Vor 5. All shoulder backing work (except for final grading) shall be completed ;,, ',.., ` �. 00 z prior to placing asphalt concrete. 6. Contractor shall conduct the Shoulder Backing operations so as not to �k Excavated Material disturb or obstruct any existing drainage. (from Planing and Pavement Repairs) Conform �OfESS/py w 7. Placement of asphalt concrete surface shall not begin until asphalt concrete used in pavement repair has been in place for 12 hours. D ETAI L Existing Width �y ? 0 6. Contractor shall remove, salvage, haul and stockpile the existing MBGR and posts Sta. 595+00 to Sta. 717+66 (Lt.) 12' Min. z No. 38465 at the County's Corporation Yard located at 1810 E. Hazelton Ave., Stockton, CA. • Exp. 3-31-05 t Y P Sta. 733+01 to Sta. 941 +70 (Lt.) w �P Contractor shall call San Joaquin County Maintenance at (209) 468-3074, Sta595+00 to Sta717+34 (Rt ) DRIVEWAYS TYPE D 9� �l�l� o�� 0 forty-eight (48 . . . ) hours prior to delivering salvaged materials. OF CPt�F Sta. 733+04 to Sta. 941 +70 (Rt.) 0.30' Asphalt Concrete over shaped y * Shoulder Backing Only in ESAs and compacted native material. SHOULDER DETAILS DRIVE WAY D ETAI LS Peter D. Martin z Registered Civil Engineer w 0 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL a "10COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND JACK TONE ROAD RESURFACING NO. SHEETS OMNA 1-1101,)5 Zoo�r 0�,Q �1�0 1� CONSTRUCTION DETAILS (State Highway Route 26 to Mariposa Road) 2 8 FILE NAME DRAWER I SHEET NO. 1 ACAD REVISIONS DATE