Laserfiche WebLink
7W RACM !HALL NOTIFY <br />?ATT 000-M-2"4 0HOURSALERT <br />PR10R TO ANY EXCAVATION. <br />HANSEN ROAD <br />RECORD DRAWINGS <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 />�4 <br />�� 3v,A C. C4'r'I� <br />rt^2� <br />,ov r <br />o C445 5 i ;j �'� <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. ex°iG <br />P�q C,yiv <br />lF OF CA��EG� <br />W <br />5 STRAND <br />E (METAL POST) <br />NOR <br />lip r i <br />NORTH <br />SCALE: f "=40' <br />NOTE: + <br />_ PG&E INSTALLING ADDITIONAL <br />;.- POWER POLES TO SERVE <br />{ SAFEWAY SUBSTATION. <br />POLES WALL BE INPLACE. <br />a PRIOR TO START OF <br />W.R. ' RACKS CONSTRUCTION. <br />0000° ; ; k EXIST. OVERHEAD <br />EA EMF T� i ' 000°o °o I : , <br />STA. 42+00.75 <br />'INSTALL SURVEY MONUMENT <br />S.J.C. STD. PLAN NO. A-8 (TYP.) <br />STA. 41+65.50 RELOCATE <br />INSTALL SURVEY 0 In STANDPIPE <br />to n >- XTEND 21 "PVC <br />MONUMENT (TYP.) tn $ g $ J J t • ; NECESSARY <br />♦� ♦� 8 <br />0- a - ;& 01 <br />REMOVL °1 �i <br />Wig, <br />• IF NC 10R W <br />�1 01 1 Nwl <br />7717 ., SIGN OVE :XIS...---- M, <br />k�sal <br />P. <br />E <br />;T <br />PROP. <br />& NEI <br />TOE OF SLOPE <br />TO CONFORM <br />TO EXIST. DITCH GRADED BY <br />CUM <br />JtL7VJtN PMPILN DATA SAFEWAY (6:1 <br />OF FLATTER) <br />STA4LEV <br />BCR <br />0/4 <br />Ae2 _ Q, 4 <br />E a <br />STA <br />3§ 01 <br />nl- <br />4 47.40 <br />43+57.54 73 <br />J+�74 <br />V <br />24.78 <br />4.91 24. <br />23PC71 <br />_47+00 <br />_ . �` <br />SEMENT(S ' !°"° '`�, ! ' 4 ' SECTION .SINE UTILITIES TO BE <br />__...__ ' ! RELOCATED TO 4' <br />INSIDE EAST ROAD <br />R/W BY OTHERS <br />wJe►Jr DATA rAJIst.Jr <br />EXIST. OVERHEAD N <br />IDUTILITIESTO BE$ W HEADWALL DESCRIPTIQN CURVE RADIUS LENGTH DELTA <br />a � � � <br />- <br />RELOCATED TO 4 N IL ' NEW EP C68 4014.00' 35.37' 00�0'17' <br />on$; o cr ti + <br />INSIDE EAST ROAD ROCK SLOPE PROTECTION CONTROL LINE C69 4000.00' 35.25' 00°30'1°�' <br />$ R/W BY OTHERS g M a IVEW TC C701 3930.An' �.�' <br />8 (TYP.) n a$ N � o0 5.12 <br />+ � ri + NEW TC C72 30.00' 43.13' <br />1° <br />+ + W C73 - C80 <br />U <br />PC72 - A i;•e6 4 s7.15 44+a3.83 44+104 44+� .59 CONFORM 10 ONSITE TC CONFORM TO ONSITE GRADES <br />ELEY 225.64 225. 2 225.25 226. 226. <br />a - <br />x <br />$ <br />4o <br />�' <br />��, <br />