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- <br />a <br />NOTE: <br />THE CONTRACTOR SHALL NOTIFY <br />THE SERVICE ALERT <br />AT 800-642-2444 48 HOURS <br />PRIOR TO ANY EXCAVATION. <br />1'N.-- - l' 1 LI..A•1 II111I I <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 />��E! L►�4 1A 120 y <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineerin and Surveyin , Inc. h� z <br />IN TALL SURVEY MONUMENT JT9rFOF Cp`fOP��v <br />REMOVE EXIST. POSY PER S.J.C. STD. PLANS NO A-8 <br />�� rwwr�ii•• <br />DESCRIPTION <br />CURVE <br />NEW EP <br />C61 <br />CONTROL LINE <br />C62 <br />NEW tC <br />C63 <br />NEW TC <br />C64 <br />NEW TC <br />C65 <br />NEW TC <br />COG <br />NEW TC <br />_ _ _ 07 <br />a»evs DArA ruts <br />301.00' <br />301.00' <br />LENGTH <br />1 ' <br />1 . <br />104.14' <br />3� • <br />30 <br />TA <br />NORM <br />.4 .. <br />1'4 4 ' SCALE: f "=40' <br />r7'11'Ot <br />� • w <br />4�'�' <br />_1 -% ' PAW DM%VAY. <br />*. 200 :-' EXIST OVERHEAD rn STA. 33+9;.73 ,� ; INSTALL,20' 214 <br />r6 $ EXIST.,OVERHEAD ^ INSTAL.• -SURVEY.(yMO�N��UMENT `9CL-42* "'GATE INSTALL NEW S STRAND BW <br />UTiLfT1ES TO BE S' PER S.J.C.STD. PLANS NO -8 <br />N .- RELOCATED TO 4 + _` Fi YCT10 LI S . /ID REMOVE E T. FENCE FENCE (METAL- POSTS) <br />M INW" EAST 1:5' BEHIND R <br />,,� ROP. R/W Raw UTILITIES TO BE / . <br />n ROAD R/Wi , RELOCATED TO 4 r 5 ,' �!.__...._: <br />v B� OTHERS �� ;�, F CE AYLIGHT LINE OE) ~ INSIDE EAST ROAD ` <br />a ' z N R/W BY OTHERS' NEW HP <br />- _.....r FENCEEp Ir <br />_ MAX. IL <br />—37 <br />7T PP <br />\\OST C62P TRI SS) <br />- ---i— - -=+--z _ __---__' <br />INS if- .._.__.. ____,. <br />ac NCM <br />1 s. <br />__.._ ._. <br />ATE 19 x: r;+�,� LIN,�,,, <br />NEW HP ► - <br />OP.1NDHE <br />S_ ` $� - ri�Gr ()F :NEW HP R/'W 'tu. <br />r �\ -STAND PIPE f'/ T t t�,iG dtPROP. R/W <br />r05 N DC 4'10 ;'102: <br />TOE OF SLOPE TO CONFORM <br />8 8 \\ c°� g � Wi TO EXIST. DITCH GRADED BY <br />\ h <br />� SAFEWAY (6:1 OR FLATTER) <br />N <br />N �1pp <br />N S 9 W) � HANSEN ROAD <br />�p �p CUMAsrv�w Aariis AurA <br />+ �l�j a0 "� M� N0 N0 QV 40 <br />— <br />M a+0 Z P '•' m `' m TA/ELEV DO A, 4 0/2 3 & 4 ECR <br />® " a PCa4 ITA .13 , �4+17.5�_It a AS <br />TOE OF SLOPE TO CONFORM &IV 1 M,Q7 207.70 4.69, <br />TO EXIST. DITCH GRADED BY N v PC65A _ .4 .73 .42 34+57.01 �4+ .36 <br />SAFEWAY• (6:1 OR FLATTER) � t .L ELEV '�.23 In 206A 200. 2OLP <br />1 <br />1 <br />r 4 , <br />I <br />