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HomeMy WebLinkAbout2040-2\j r �_r Nz \./J.L--Jj f-juu 6X. G'C.L. FENG'E v s V R vi .: 'n •• �W oro peso W3� 89& 44'2 71�6: w EX. O!/TLET STirY/C>U.4E TO � • � BE .��liEo .Qivo RR L E RECG?NSTR!/CTEO PFR aergi� 3 o�v RE/YIOYE�%PEP�A�'E• E'X/.l'T. s,4'E�'T Joy" 2 Q HO Moen, HORSE IN t cave. S4 Se 6j _ RT. 4 DESCRIPTION DATECITY .L 0 o c/EFF��Y COU,eT -_ PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 3 0 SAFETY RESPONSIBLLITY EXISTING UNDERGROUND STRUCTURES J2' lid -wTHE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE. CABLES, OR OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE BY A SEARCH OF AVAILABLE ARE NO UTILITIES EXCEPT ' I 3 PERSONS AND PROPERTY' THAT THIS REGUIRMENT SHALL APPLY CONTIUNOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AS SHOWN ON THESE PLANS. THE CONSTRUCTION CONTRACTOR IS REGUIRED TO PROTECT THE UTILITY LINES SHOWN. OR ypjl- AND THAT THE CONTRACTOR SHALL OFFEND. INDEMNIFY AND HOLDTAKE DUE PRECAUTIONARY MEASURES TO -SHOWN THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY ANY OTHER LINES NOT OF RECORD OR NOT ON TP0SE PLANS v v ` REAL OR ALLEGED. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE .OWNER OR THE ENGINEER. I -'J corvsr.Qvcr/�iv wor�-s- • �--- CONS'T 24 " R. C.p (2pQDOJ eOV.. ,r AMM OLE 1'e, .570.Oe7A Z. Al r>2 �-- CANST CONCRETE OUTLET S7Rad 7ZI RER SETA/L 3 5,S/EET 1 o1'Z 4 COI( �/ AICT/O/l/ Sr9?ZJCTURE PER <S'TD. ��'TA/G NO. /22 M410/F/EO BY FD.Q/"I//V($ BDTTOM OF .57; MerZ4ge Wlrll oU.4UATL/RE" Off" R/PE ANO U<S//f/� AL.y.9MB.29 FG�C/�ORY �`A -2010 (Z4 "x 24"CCeAR 0,, 442 /l/t/C) $ REl-JOl/E AND h'E,'GAC6- EX. P.4v4xAlAY CUC PERT fR GL"TA/G3 "T. I Epi'/J'T G�POU/YO � E.1; G,POU�YO 1 wxzz )Y16% J I C.L. .FENCE' ��DTECT /ry PLACE cf'ECT/0/�/ 'E =E" sa44E N >''- 40' ,POTECT,fiY.D/O.P /PEPL,IG'E -4ANP Box N "sem FR/8"x 6X. G'C.L. FENG'E V R vi .: 'n •• �W oro peso W3� 89& 44'2 71�6: w EX. O!/TLET STirY/C>U.4E TO � • � BE .��liEo .Qivo RECG?NSTR!/CTEO PFR aergi� 3 o�v RE/YIOYE�%PEP�A�'E• E'X/.l'T. s,4'E�'T Joy" 2 Q 18'xz4'GRArE- Moen, HORSE IN 5 cave. S4 Se 6j /e" 24'GRAre 0 /2 "P/NE DESCRIPTION DATECITY .L 0 o �- l.� V�.G 3 0 sa44E N >''- 40' ,POTECT,fiY.D/O.P /PEPL,IG'E -4ANP Box N "sem FR/8"x SAND BOX V R vi .: 'n •• �W oro peso W3� sa44E N >''- 40' ,POTECT,fiY.D/O.P /PEPL,IG'E -4ANP Box N "sem FR/8"x SAND BOX 24 6,oeA7 ' 92.56' 89& 44'2 71�6: w O k /X Z4"c R4TE' I � P�AYfjROlJND � MJ 141 N R k V / CURY -DATA 22� D = 55 034'20'r �o i �1,`,� � L 2t. 82' �� Qi �jQ �C' K, 91 JI 0 r e/O.e h z Inzo, GSE" W h o,o°/ >D PRDTECT EX. SYSTEM /N PGACE � � ' � t�J 3/ $"VCP SE-L✓ER >8'x 24 "GR.are Rte? f0 >7 X04. >2 •fir. w X""14 Ex6'B[ocX W�4LL si .•'' •• IN 4*6 4 f/ 14 •\ 4%�;P$00-00 NOTE•• SE -E SrRde7' PLAN FDR G'ONST OF G'U.Pe /ivzSlr xTR(/CT!lrQE 4,V No. 17055 Exp. 6-30-93 c�v�� OP CA�� � HAWKINS, ROBERTSON & ASSOCIATES CITY OF FONTANA., CALIFORNIA ENGINEERS -SURVEYORS PUBLIC WORKS DEPARTMENT 3764 ELIZABETH STREET, RIVERSIDE, PRAWN BY: CALIFORNIA 92506 PH. 684-9522 R.J.R. TRACT NO. 3952 SCALE: I =40 DESIGNED BY: (1E-FFi��! GDU2T" DATE: 11, R.J.R. ? M.S. STORM DRAIN IMPROVEMENTS .0 - 7-Z - DALE G . CLADDING ✓ . C . E 17055 DATE CHECKED BY APPROVED: • ��-��.. DWG. NO • 2 /NTE,f?/M CITY ENGINEER RG,E. 2512!,V"If0 2 _ y _ 3922-A DESCRIPTION DATECITY f/ 14 •\ 4%�;P$00-00 NOTE•• SE -E SrRde7' PLAN FDR G'ONST OF G'U.Pe /ivzSlr xTR(/CT!lrQE 4,V No. 17055 Exp. 6-30-93 c�v�� OP CA�� � HAWKINS, ROBERTSON & ASSOCIATES CITY OF FONTANA., CALIFORNIA ENGINEERS -SURVEYORS PUBLIC WORKS DEPARTMENT 3764 ELIZABETH STREET, RIVERSIDE, PRAWN BY: CALIFORNIA 92506 PH. 684-9522 R.J.R. TRACT NO. 3952 SCALE: I =40 DESIGNED BY: (1E-FFi��! GDU2T" DATE: 11, R.J.R. ? M.S. STORM DRAIN IMPROVEMENTS .0 - 7-Z - DALE G . CLADDING ✓ . C . E 17055 DATE CHECKED BY APPROVED: • ��-��.. DWG. NO • 2 /NTE,f?/M CITY ENGINEER RG,E. 2512!,V"If0 2 _ y _ 3922-A