Loading...
HomeMy WebLinkAbout1849-5E i J _W N M Q 3d OC � W o 0 .a• qt z d� . JQ � 4111f��H . LIMIT OF TRENC . � W o EX. R/W L i NE CID `p , o PROPOSED R. 0 0 + o er LATERAL_._ �_--------- ---- ---- 4 g� _ SCALE :1=40" 8"STUD OUT.UT ST 10 STUB OUT 1 2 3WALN 4 BEARING N 899 59' 38"W 5 _ 7 - ~ v 77 f77 77 Vl 125 + 94.02 85/8 ,�.w it _ 2 s pie ' w OLEANDER AVE. 2 6 5 2 6 5 2 6 5 I i EXIST. R/W LINE -'--EXIST. R/W LINE"'/EXIST. R/W LINE S PROPOSED IL .. S' vi 0 ! 0 0 3 z o � + 46 W Vf CONTINNg 4 UE ON SHEET -BUILT.-_ NO -RECORD DATA_,AS BUILT - N S ;4 N 0 0. 1934 ^ x CONSTRUCTION NOTES EXp.7-30L-r1' CITY OF FCALIFORNIA Civ,\- ��;�� lO CONSTRUCT 8" EXTRA STRENGTH V.C. P. SEWER MAIN PRIVATE ENGINEER'S - NOTE � �'---- �FLA,LREVISIlONS PUBLIC WORKS DEPARTMENT �2 CONSTRUCT STANDARD PRE -CAST MANHOLE PER CITY OF EDe ENGINEERING. -INC. ITEM ENG' R CITY DRAWN BY SCALE FONTANA STD. DETAIL 109, 112 & 114 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING N° DESCRIPTION APP DATE APP DATE f .G. SEWER IMPROVEMENT PLAN I"=40.-HORIZ. 4�CONSTRUCT 8so STUB & PLUG THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT LTING CIVIL ENGINEER �C' I"= 4'- VERT. 0 _ TO OF DISCREPANCIES ARISING DURING CONSTRUCTION. THE PRIVATE ENGINEER 23111 Hypporion Avenue DESIGNED BY WALNUT ST DATE 5 PAVEMENT RESTORATION PER CITY OF FONTANA STA Wb ARO SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND lesI California 90027 7//.3/8g DETAIL 131 REVISING THE PIANS FOR APPROVAL BY THE CITY . Tele (213..d662-2173 6 CONSTRUCT 10EXTRA STRENGTH V.C.P. SEWER MAIN CHECKED BY APPROVED BYDWGNO SHEET n �3�� R'E• 3 INTERIM CITYENGINEER R.C.E. 25126 t ATE 5 OF 8 7 CONSTRUCT 10 STUB B PLUti r C.L• HS RIVERSIDE BLUEPRINT RIVERSIDE, CALIF. I