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The information contained on these plans is based upon the "as -built" information F <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 />Q �✓/� : QgOFES51py4 _ 0' O O O � <br />Kevin C. Carter, P.E. C44665 Date <br />LIMIT OF Kerry Engineering and Surveying, Ina 4I <br />Na. C 44'b U U U O <br />Y Y Y <br />�c Exp —. <br />RECONSTRUCTION CONFORM LINE 01V <br />\� ��* CONFORM LINE /�Q�oQHo�esc,pti9�� <br />50 MIN 4lF OF CA4\ESP 50 MIN. z <br />15 15 <br />0.55' or 0.55' or FINAL LIFT 15' W < s <br />.65 AC <br />.65 AC ® 5' MIN ROAD CONTRACTOR RESPONSIBLE � <br />FINAL. LIFT 2nd LIFT GRIND FOR ENTIRE ROAD SECTION UP oXIN <br />EX. AC TO EB/88. CORDINATE WITH <br />::::::..::`.:::.:: -- --- EXISTING �— PAVEMENT BRIDGE CONTRACTOR <br />EB BB <br />PAVEMENT - -- _ <br />EXISTING <br />---- „ <br />---- ----= _-_-.�_.�...-------- ---- _------- 0.35' GRIND DEPTH a no <br />1st LIFT 1st LIFT BRIDGE DECK V o 0 <br />2nd LIFT 0.15' GRIND <O <br />Z+ <br />INSTALL TEMPORARY AC IF GRIND ; a <br />NOTE: FINAL LIFT TO BE FULL DEPTH TO 15' TO BE LEFT OPEN TO TRAFFIC ' 5" <br />FROM CONFORM LINE. ¢ i" <br />NOTE: FINAL UFT TO BE FULL DEPTH TO CONFORM LINE <br />1:1 BUTMENT11 a <br />ROAD CONTRACTOR 1 W <br />RESPONSIBLE FOR 25' w <br />TAPER CONFORM DET AIL A GRIND CONFORM DETAIL TO TM SLOPEWM � <br />e � <br />12 12 EXISTING GROUND <br />NOT TO SCALE NOT TO SCALE <br />CL <br />3a <br />vQ <br />BRIDGE CONTRACTOR RESPONSIBLE FOR S�$v <br />EARTHWORK FROM 1:1 SLOPE TO EB/88 C.I.D.H. PILES <br />DIMENSION VARIES oil WIDTH VARIES <br />' MIN <br />® 10 R � 10 PUE 0.15 12' <br />2 <br />1.00' AB 0 _ <br />5 a.50, AB LIMIT OF EARTH`RTORK @9 BRIDGES D <br />12 <br />2:1 NOT TO SCALE <br />� !I< <br />U <br />V <br />H <br />14" SDFM (SAFEWAY BASIN <br />OUTFALL) TEMPORARY PAVEMENT _ _ <br />SECTION TYPICAL DRIV EW AY SECTION <br />S C HU LT E RD. S D F MNOT TO SCALE NOT TO SCALE <br />C <br />12 <br />NOT TO SCALE <br />EXISTING AC <br />CL <br />EASEMENT �+ HP EP EP HP EASEMENT�* II N ONS AS <br />1.5' Lo, 1' V 10' 10' 1' 1.5' MARKED IN FIELD <br />14" LINE <br />"A" <br />08" <br />22 1/20 <br />3'-6" <br />3'-6" <br />45' <br />S'-0" <br />4'-6" <br />90' <br />8'-0" <br />4'-6" <br />TEE OUTLET <br />6'-0" <br />4'-0" <br />DEAD END <br />6'-0" <br />5'-0" <br />---- <br />0.g7 A8 2X DIMENSIONS "A" AND 08" APPLY TO SJC STD No E-3 AS <br />2:1 2:1 6"MIN DO THRUST BLOCK SIZES FOR SMALLER PIPES a <br />0. <br />EXCAVATE FAILED AREA THRUST BLOCK DIMENSIONS `' N <br />AND BACKFILL WITH AC F 0 R 14 " PIPE <br />�✓ozE.• 4/,S$,2 ,ylc S <br />• SLOPE AWAY FROM AQUEDUCT/CANAL �v,9,Js ,vF c 12 W � <br />•• = <br />DW ONLY us�,� suers BASE FAILURE <br />NOT TO SCALE w <br />W N <br />DWR k USBR ACCESS ROAD SE TION REPAIR DETAIL <br />NOT TO SCALE NOT TO SCALE IMP p <br />F- <br />Q <br />` <br />Fm <br />I~ <br />Z <br />QV <br />IN <br />W <br />W <br />� <br />r <br />C <br />J} <br />z <br />0 <br />---- <br />0.g7 A8 2X DIMENSIONS "A" AND 08" APPLY TO SJC STD No E-3 AS <br />2:1 2:1 6"MIN DO THRUST BLOCK SIZES FOR SMALLER PIPES a <br />0. <br />EXCAVATE FAILED AREA THRUST BLOCK DIMENSIONS `' N <br />AND BACKFILL WITH AC F 0 R 14 " PIPE <br />�✓ozE.• 4/,S$,2 ,ylc S <br />• SLOPE AWAY FROM AQUEDUCT/CANAL �v,9,Js ,vF c 12 W � <br />•• = <br />DW ONLY us�,� suers BASE FAILURE <br />NOT TO SCALE w <br />W N <br />DWR k USBR ACCESS ROAD SE TION REPAIR DETAIL <br />NOT TO SCALE NOT TO SCALE IMP p <br />