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N <br /> 50' 00 <br /> rH Trans.. "� <br /> n <br /> v <br /> s�0 50' + coo o N <br /> Trans. N � E <br /> 9 r7 w E <br /> x 6 0 <br /> �O 'w o Const. V) <br /> 0 - <br /> E.P./ <br /> V Survey ® E.P. <br /> Cala <br /> O veras Yatch Harbor <br /> /1b <br /> \ p \ o 0 <br /> \ iv i i o Club Entrance <br /> 33 34 35 36 0 37 <br /> o .` <br /> /A� E.P. <br /> /y f ` <br /> W <br /> �o� T <br /> c <br /> E.P. m o T 9^p <br /> i <br /> i r o,X <br /> N LO <br /> 16 A + <br /> M M <br /> X A / Refer to Sheet No.10 for LEGEND <br /> NTelegraph Avenue Resurfacing <br /> Cn Variable Depth Asphalt <br /> Concrete Overlay <br /> o R Conform to Existing Radii <br /> > <br /> T T <br /> Refer to Sheet No. 7, <br /> for Intersection Details <br /> BEGINNING OF PROJECT END OF PROJECT <br /> Const. <br /> Limits of Cleariing and Grubbing <br /> 4' x x 4' SHOULDER BACKING <br /> Conform Location Quantity <br /> Conform Var._ i Var. _ Sta. 29+70 to Sta. 38+20 122 Tons <br /> �. - -------- -----..- <br /> Shoulder Backing i Y Asphalt Concrete Overlay <br /> Existing Roadway DRIVEWAYS <br /> Conform ® E.P. <br /> Quantities <br /> Type No. Area <br /> TYPICAL SECTION �' + + E z s S.Y.Y. <br /> Sta. 29+70f to Sta. 38+20f <br /> Conform �, Conform � <br /> Existinq Width <br /> 12 Min. ASPHALT CONCRETE <br /> X = 12' Sta. 29+70f to Sta. 31 +25f TYP E D TYPE E (Type B) <br /> 10' Sta. 31 +50 to Sta. 38+20f Location Quantity <br /> 0.30' Asphalt Concrete over Variable depth Asphalt Concrete <br /> Y = 0.17' Sta. 29+70t to Sta. 31 +50 shaped and compacted native over existing paved driveway. Roadway 354 Tons <br /> 0.33' Sta. 32+00 to Sta. 38+20f material. Driveways 17 Tons <br /> Total 371 Tons <br /> TYPICAL DRIVEWAYS RECORD DRAWING <br /> Coffeo ons By <br /> N `hnps Byo <br /> a A/ B/evrrss „�, z <br /> o <br /> Any Pen Using This Draw=' Sh <br /> Z <br /> Arso <br /> N 114WA M By t nspeCbngg The site Of Wort Uj <br /> Z <br /> DRAWN BY DATE w <br /> SHEET TOTAL � <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE TYPICAL SECTION RIVER DRIVE RESURFACING N0. SHEETS o <br /> g d E 5191 0-1 <br /> L/ 7/t/9' 9��( COUNTY OF SAN J OAQ U I N PLAN & CONST. NOTES PROJECT Princeton Ave to End 9 1 O <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> D:\wisconsi\sheet9 <br /> N�-- 639 <br /> 4 ,, <br />