Laserfiche WebLink
a <br />-W <br />",�d•. l3 j <br />' 50 Conform Ste 9+ <br />Conform Sta 9+50 <br />Sta 20+12 Lt to Sta 20+29 Lt <br />Delano Ave. Sta 18+78 R&R 17 LF Existing CG&S <br />= Inman Ave Ste 10+00 <br />j 28. I I R&R 26 LF Exist CG&S <br />Modify Flowline prior to placing Truncated Dome <� Sta 21 +27 Lt to Sta 21 +47 Lt <br />x� �'' C '-� Sta 19+41 Lt to Sta 19+48 Lt <br />Lower exist SSMH at Accessibility Ramp per RSP A88A (Typ)R&R 7 LF Existing CG&S BOW See Detail Sheet No. 2 for Ramp dimensions / <br />/ <br />. I • i / DS / SD SD SD SD --2 <br />s ,t DS DS -. <br />—;:, OS DS OS 4S OS 4S — <br />DS OS DS DS DS OS � � —^' -' •�� ����/ " "^•'� / �:.�,• — — — — — — — — — a••• �' — — — — — <br />C/, <br />� Sa \ <br />� r � Adjust WV Frame and Cover to grade <br />`° -D � DELANO AVENUE Sa <br />� o _ R&D existing culverts so <br />S 20 21 <br />iii 1 g <br />` 17 18 a Sa <br />r+ <br />0 41 \ So <br />— — — — — — — — — <br />j — — <br />BOW h` ` <br />� C, EP/Li p <br />r <br />EP/Lip 1 <br />Ste 16+45 Rt to Ste 17+30 Rt to Ste 17+70 Rt <br />Sta 16+63 Rt R&R 40 LF Existing CG&S <br />R&R 18 LF � - I � 28 I. I I <br />ExistingCG&S - <br />Ste 20+ 17 Rt to Ste 20+39 Rt L� <br />Sta 16+96 Rt to Sta 17+13 Rt I <br />R&R 17 LF Existing CG&S Lower exist SSMH R&R 22 LF Existing CG&S <br />Sta 17+05 Rt R&D Existing 24" tree A„ ` ;a Conform Sta 10+50 R/W 8c Construction <br />To be paid for as Clearing and Grubbing I <br />PLAN SCALE. <br />:r <br />0 20 40 <br />SCALE IN FEET <br />Water and gas lines' depths and locations are not shown <br />on profile. It shall be the Contractor's sole responsibility <br />to protect all existing utilities. <br />28' <br />M <br />'ON AIHS <br />21IMV 10 <br />. , . <br />Delano Ave. Sto 21 +68 <br />+' <br />= Telegraph Ave Sta 10+00 <br />Modify Flowline prior to placing <br />a <br />Truncated Dome at Accessibility <br />Ramp per RSP A88A (Typ) <br />Ste 22+45 Lt to Ste 22+93 Lt <br />2250 L*. 0,410 <br />R&R 48 LF Existing <br />CG&S <br />e,tr Cr-s+ruWer-1#c <br />EP/Lip <br />0 <br /># <br />(n <br />r- <br />DELAN 0 <br />AVENUE <br />CD <br />CD <br />R&S exist steel <br />pipe <br />3 <br />(l <br />22 <br />23 <br />C/) <br />� <br />zQ <br />0 <br />— — — <br />N <br />Ln C,4 <br />+ <br />— — <br />BOW J <br />Sto 22+48 Rt to Ste 22+56 Rt <br />R&R 8 LF Existing CG&S <br />r)-7, <br />CT ENGINEER DATE CHECKED DATE APPROVED DATE SHEET TOTAL <br />DRAWN BY DATE <br />PROJECT SCALE WEST COUNTRY CLUB RECONSTRUCTION, PHASE 5 N0. SHEETS <br />sAVCOUNTY ®F SAN ®AQV�N AS SHOWN PLAN AND PROFILE (Delano Avenue; Alpine Avenue to Del Rio Drive) 4 6 <br />R . $D 1'S l� D Ir01/13 "`a , � - - - l?9 �t3 ) - �' w r, ,� ;' f" <br />DRAWER SHEET NO. REVISION DATE <br />