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LIMIT OF <br />RECONSTRUCTION <br />J <br />0.55' or <br />0.65' AC <br />20' <br />50' MIN <br />J <br />llL'k-urgJ LRI'1 VY 114UJ <br />The information contained on these plans is based upon the "as -built" information <br />provided by the Contractor and generally depicts the post -construction conditions of this <br />site. A post -construction survey was not completed. All information should be field <br />verified prior to undertaking any future work on this site. <br />(� r�QpFES510y <br />CA ��fi <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Ina (� No. C a a 66 <br />c4 Exp.— �T <br />CONFORM LINE *'qlF VF CA <br />15' 15' <br />FINAL LIFT <br />EXISTING <br />:..:. PAVEMENT <br />2nd LIFT 0.15' GRIND J <br />1 st LIFT <br />NOTE: FINAL LIFT TO BE FULL DEPTH TO 15' <br />FROM CONFORM LINE. <br />TAPER CONFORM DET AIL A <br />12 <br />NOT TO SCALE <br />0.55' or <br />.65 AC <br />CONFORM LINE <br />J <br />J <br />' MIN <br />2nd LIFT GRIND / <br />EX. AC <br />EXISTING PAVEMENT <br />0.35' GRIND DEPTH <br />__% <br />1st LIFT T <br />INSTALL TEMPORARY AC IF GRIND <br />TO BE LEFT OPEN TO TRAFFIC <br />` 50' MIN. <br />FINAL LIFT 15' <br />NOTE: FINAL LIFT TO BE FULL DEPTH TO CONFORM LINE <br />GRIND CONFORM DETAIL 8 <br />12 <br />NOT TO SCALE <br />DIMENSION VARIES <br />R /W 10' PUE ee 0. 15' AC <br />1.00' AB <br />2:1 <br />j <br />iA <br />q_140 SDFM SAFEWAY BASIN <br />OUTFALL) <br />SC HU LT E RD. <br />NOT TO SCALE <br />EASEMENT �+ HP EP <br />x 1.5' <br />2:1 <br />SDFM <br />(i) <br />10' <br />2X <br />TEMPORARY PAVEMENT <br />SECTION <br />NOT TO SCALE <br />EP HP EASEMENT �* <br />1' 1.5' / <br />le <br />2:1 <br />1 <br />• SLOPE AWAY FROM AQUEDUCT/CANAL <br />�• OWR ONLY . <br />DWR 8c USBR ACCESS ROAD SETION <br />NOT TO SCALE <br />No� 415,52 <br />,0601t,J , , e c <br />WIDTH VARIES <br />12' MIN <br />0.15' AC <br />0.50' AS <br />TYPICAL DRIV EW AY SECTION <br />r� <br />- EXISTING AC <br />NOT TO SCALE <br />DIMENSIONS AS y <br />---- MARKED IN FIELD 1 <br />6"MIN <br />EXCAVATE FAILED AREA <br />AND BACKFILL WITH AC <br />BASE FAILURE <br />REPAIR DETAIL <br />NOT TO SCALE <br />ROAD CONTRACTOR RESPONSIBLE <br />FOR ENTIRE ROAD SECTION UP <br />TO EB/88. CORDINATE WITH <br />BRIDGE CONTRACTOR <br />1:1 <br />ROAD CONTRACTOR <br />RESPONSIBLE FOR <br />EARTHWORK UP <br />TO 1:1 SLOPE <br />EXISTING GROUND <br />------------------- <br />BRIDGE CONTRACTOR RESPONSIBLE FOR <br />EARTHWORK FROM 1:1 SLOPE TO EB/88 <br />i 25' <br />v \� <br />I <br />I <br />i <br />1 <br />1 <br />1 <br />ABILITMENT11 <br />1 <br />I <br />I <br />� I <br />— L <br />------ <br />C.I.D.H. PILES <br />LIMIT OF EARTHWORK @9 BRIDGES 0 <br />12 <br />NOT TO SCALE <br />14" LINE <br />"A" <br />08" <br />22 1 /2' <br />3'-6" <br />3'-6" <br />45' <br />5'-0" <br />4'-6" <br />900 <br />8'-0" <br />4'-6" <br />TEE OUTLET <br />6'-0" <br />4'-0" <br />DEAD END <br />6'-0" <br />5'-0" <br />DIMENSIONS "A" AND 08" APPLY TO SJC STD No E-3 AS <br />DO THRUST BLOCK SIZES FOR SMALLER PIPES <br />THRUST BLOCK DIMENSIONS <br />FOR 14" PIPE <br />NOT TO SCALE <br />N N N <br />O O O <br />U IL)U 0 O <br />Y Y Y <br />U <br />V Y <br />1/1 zU <br />Y N ei <br />= W < C <br />0 <br />sv �, <br />0 <br />a a <br />am <br />I <br />V 0ZA <br />Q N <br />N <br />�v <br />h <br />CL <br />3a <br />vQ <br />�o <br />r Q <br />Z <br />tY <br />O <br />O LA_ <br />J <br />Q <br />U <br />N <br />� =Z <br />F `Q <br />r <br />Z <br />QV <br />W W <br />Go <br />IL <br />r <br />Z <br />J} <br />z <br />O <br />U <br />Z <br />a <br />a <br />O <br />i v N <br />� J <br />M � <br />w <br />yWy!! a <br />� i <br />