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REMOVE ASPHALT CONCRETE DIKE SLURRY SEALType 2) <br /> Location Quantity ( <br /> Location Quantity <br /> Sta. 34+70 to Sta. 40+15 (Lt.) 545 L .F. Sta. 25+67 to Sta. 38+07 5,888 S.Y. GENERAL NOTES <br /> Grider Way 222 S.Y. <br /> Total 6, 110 S.Y. 1 . All earthwork, except for final grading of shoulders and <br /> placement of shoulder backing material, shall be complete <br /> prior to placing finish course of Asphalt Concrete. <br /> 2. Gravel shoulders shall be constructed by uniformaly placing <br /> shoulder backing material at a uniform rate of 3 tons per <br /> station. The complete shoulder shall be flush with the edge of <br /> pavement. <br /> PLANING ASPHALT ASPHALT CONCRETE (Type B) 3. Imported Borrow shall be a clay—loam type material selected for <br /> its ability to resist erosion. The R—Value and Sand Equivalent <br /> CONCRETE PAVEMENT Location <br /> Quantity requirements shall be waived. <br /> Location Quantity Widening 435 Tons <br /> Sta. 25+67 to 38+07 (Lt.) 551 S.Y. Overlay 515 Tons <br /> Grider Way (Conform) 18 S.Y. Total 950 Tons <br /> Total 569 S.Y. <br /> ,4 <br /> EARTHWORK (ROADWAY WIDENING) <br /> Location Quantity - j � <br /> — Const. <br /> Sta. 25+67 to Sta. 38+07 13 Sta. I <br /> Limits of Clearing & Grubbing I <br /> -- — Limits of Slurry Seal — <br /> (Type 2) <br /> 46' 11 ' Acceleration Lane 12' Traffic Lane Left Turn <br /> 16' <br /> Lane 11 ' <br /> IMPORTED BORROW r _ Exist A.C. <br /> Conform See Dike <br /> _ OCatlOn <br /> ------ --Quantl Detail B Sheet 2 <br /> Sta. 25+67 to Sta. 38+07 650 C.Y. 1 % 4% Existing E.T.W. <br /> t r— —i <br /> Existing Surface — 3 « ♦ « « « « « ♦ • .«•«• • « « <br /> . . . « . . . ♦ . . . • . . r <br /> « . « . « « « « . . ♦ . « . ---s- <br /> . ♦ ♦ ♦ ♦ . ♦ « ♦ s ♦ ♦ . . « . . <br /> Exist. Roadway <br /> Variable Depth <br /> A.C. Overlay <br /> SHOULDER BACKING 7-0— <br /> Location 'Quantlt onree 12 <br /> Sta. 25+67 to Sta. 38+07 37 Tons Planing Detail BSheet No. 2 <br /> TYPICAL SECTION Com? GRIDER WAY <br /> Sta . 31 +8712 <br /> 0 <br /> Z <br /> X <br /> W <br /> 0 <br /> Z <br /> UI w <br /> Z J <br /> DRAWN BY DATE <br /> L� <br /> AL <br /> Ld <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED _ DATE APPROVED DATE CONSTRUCTION LOWER SACRAMENTO ROAD SHEET <br /> TOTAL o <br /> SHEETS <br /> / g y� / COUNTY OF SAN JOAQUIN SCALE: No Sale DETAILS & NOTES PROJECT WIDENING AT GRIDER WAY 5 5 <br /> �/2/ `10 � t�itoLGGC 8/ 90 % K�3� m <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> Reap L -!o/G D:\LSR\SHT.2 <br />