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i = <br /> Limits of Clearing and Grubbing j <br /> E.P. E.P. i IT <br /> -Conform <br /> Conform 10' Pavement Reinforcing Fabric / <br /> Existing ke Note Below <br /> r <br /> S rface7 � � A.C. overlay <br /> J 'Var. Var. � o i <br /> / 0.60' .✓ /%� \r <br /> pholt Concrete (Type B) Ills T 0.40 e* \\ J <br /> Note: bed determined! <br /> to Shulder Backing (typ.) ist. road <br /> Width. <br /> h. length <br /> and locations o <br /> by the Engineer. ground <br /> N <br /> Standard Bid- xist. \ <br /> PAVEMENT REPAIR DETAIL ' Variable widthat roadway intersections and 0.40' A.C. v <br /> as shownnonn sheet 3. Alternate Bid- ( /Q <br /> 0.20' A.C. 1` <br /> Typical Section 0.20' R.A.C. r <br /> L <br /> Strvcture Concrete, 6,000 P.S.I. O 28 days ! <br /> See note belowwith rough broomed finish ASPHALT CONCRETE <br /> PAVEMENT REPAIR (TYPE A) <br /> 9' Location Quantity Location Quo <br /> 43 LOCAMNS 1,099 S.V. <br /> Standard Bid <br /> 12 OVERIAV 3,464 TON <br /> General Note PAVEMENT REPAIR 1,012 TON <br /> Its o 1r o.c., E.W. PLANING ASPHALT DRAAY 'CE, TO14 <br /> TOTAL 4,524 TON <br /> 1. All earthwork (except for placement of shoulder backing) AlMmale Nd <br /> Aggregate Base (Class 2) shall be completed prior to placing asphalt concrete CONCRETE PAVEMENT <br /> Note: Length, Width and location as shown on surfacing. anon Ouanlity OVE!"i 732 TON <br /> pMENt REPAIR 1,012 TON <br /> page 3. 16 LOCATIONS 713 S.Y. DRrvE`MAY 34 <br /> 2. Asphalt concrete/R.A.C. shall be placed as noted below: TOTAL 2,778 <br /> Minor Structure (Equipment Crossing) Detail 0.40' Thickness (Standard Bid)- Two layers of <br /> asphalt concrete with each layer 0.20' thick with ADJUST WATER VALVE RUBBERIZED ASPHALT <br /> layement reinforcing fabric placed between the FRAME AND COVER CONCRETE (TYPE G) <br /> oeation Quantity Location Quantity <br /> 0.40' Thickness (Alternate Bid)- Two layers LOCATIONS AS SHOWN 11 EACH ANemab Nd <br /> Exist. total, the bottom layer 0.20' thick of asphalt OVERLAY 1,732 TON <br /> v-Povement reinforcing fabric <br /> E.P. / concrete and the top layer 0.20' thick R.A.C. DRNEWAY TOTAL 1,746 TON <br /> l with pavement reinforcing fabric placed between <br /> w'— -(-39' the layers. SHOULDER BACKING <br /> 0.65' Thickness (Standard Bid)- Three layers of atian Quantity PAVEMENT REINFORCING <br /> .C. or A.C./R.A.G. Minor Senn Cr� ohform asphalt concrete, the bottom layer 0.25 thick ALL RWS 576 TONS FABRIC <br /> (Equipment Crossing) F Y <br /> and the next two layers is placed <br /> thick with Location Quart <br /> 2, 22, _ bottom a reinforcing fabric placed between the OVatIAY 10.911 S.Y. <br /> bottom and second layers. DRNEWAy <br /> -- .075. .. 10' AGGREGATE BASE TOTAL 170115 sv <br /> 1 0:; ~j a 0.65' Thickness (Alternate Bid)- Three layers (CLASS 2) <br /> total, with the same respective thicknesses and ocabon Quantity <br /> location of pavement reinforcing fabric as stated STRUCTURE CONCRETE <br /> for the Standard Bid, with the top layer being DRNEWAY 76 TON (EQUIPMENT CROSSING) <br /> lett Materio MINOR STRUCTURE 34 TO Oua <br /> xia0. Road ,F /j/// o act in 2" Max. Layers. Aggregate Base (Claes 2) MOUND MINOR STRUCTURE TOTAL. 242 TON °ca6°^ <br /> Aggregate Base (Class 2 -Tt` Relat yOmpaction 905 EXISTING 14 C.Y. <br /> DRIVEWAY 13 C <br /> /C.S.P. 0.109- thick) xlet. ground TOTAL 27 C.Y. <br /> pip o. e <br /> �,,.. <br /> _ lacCd at base i exist. ditch <br /> / " DIA. CORRUG <br /> Driveway DetaiCUS7AZL-EQ TEEL PIPE <br /> (0.1 <br /> AT <br /> " THICK) <br /> Location Qucnti <br /> AY F. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED I DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE TYPICAL SECTION/ NDRTH COUNTY RECYCLING CENTER w. T. <br /> y�/AAW/r�d/it,{ asm/ba 5 COUNTY OF SAN ]OAQUIN SCALE DETAILS/ <br /> ,y !1q/a0AS SHOWN SUMMARY of AND SANITARY LANDFILL 2 3 <br /> QUANTITIES INTERNAL ROAD RESURFACING <br /> FILE NAME DRAW R SHEET NO. ION <br /> Sx:Aesa�Aasm wNaeyx,. <br />