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HomeMy WebLinkAbout1945-4LUUA I I UIN AINU LLr- V /A I I UIN I IN I Mr- r- I LLL). E.Y. SELVE9 MR� 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE C5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEMP 7Z I G SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS 71 5 'r THAN FIVE C5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN 0- - 2,*1 ; EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. EX. 8" I.IATEE MAIN Al 0 02'04" L4 ? // /,Ex. Fl. F // 11 1 M440,e ZWMIZ 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM 'el A/ — — I L �—T - -cr _j 04 1>1.5r121e-,r 4,0 e49., 400P eVNIX7 EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM 0 ��E _XN M EY PR "-EX. M. Ex W. M. EY. W.M. JOIN EX. CAL/OSHA. -14. E -X. Vl\/ I�IRCE FEN LE 23 S w _7 10. ALL MANHOLES SHALL BE CONSTRUCTED 6 BELOW PAVEMENT GRADE AND 0O.r ge-00 41-I ell R\E,,Mt3VE �X,ST.— ,V eONCC2F72�: eoIZAVR /9 7116� IN Co,1047456 6714'eel? /0 -PeI'Z /qV"' BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT 0 It /F EY. /a -i2-P'2 EX. C,9,- (TO 8E REMOV /8"ecf-2 CffD -or -,"AV I - c.s.p G) 1--r. IS IN PLACE. 35.00' L.I. 4Z! pv�c.,t4t:WIVr P14AI�� rS705 4,?, 11. IMMEDIA E Y FO LO ING REMOVAL 0 EXIS ING P MEN OR DI OR '3 91- 040 X" IV 77-0.,V` �WlNe2�> All�W -V e'JlVela�'7*e' M4141e) P ;r,41/24-0 /1,4" / 1:71PA" Z)Zr D.1 A" CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER DAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 16. AS s PRIVATE ENGINEER98 NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT A8 SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY, AND HOLD THE CITY. THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. V?,Iof ESSI MELVIN W. THATCHER III No.39964 CIVIL ENGINEERING OF C *6rZvm�_ w zz7_7 c�5i '-_ xi- 1,2 /a 1193 ,I-rOAZ AR,-j11,510,V & OAIL-Y EENCH NARK: COUNTY NRIL AND FLR59EP, IN POLE NO. 801�91E R7 MOR7HERST CORNER OF OLERNDE12 RND BRGELINE. ELE\1. = P'A0r_-3.B(,o 1 0: f.11 04 "i I I v v X A,. tA0 CERRITOS 3 A 0 0 W"NA'; >01V 2 A C'5 p D1,4T7_,01er S7',P. NO. 3—PELOCATE EAISTINS PONEE POLE 80Y WIRF- 13Y S. CAL. ED)SO/V. .49erl-71Z 71'11S S,9ee-7' @Y--00A1ST1?L1CT /81, Zc'p Q­CONSTUICT CATCP BASIN PEP, STR #121 MODIFIEP PEL7 DETAIL ON 511T -41 L=: -9 V (a. 11'. FEMOVE EA119TING RIATEE METEE )3Y FD/VTANA WATC-E'. REVISIONS: C -17Y Sierra Engineerin NO. DESCRIPTION. `6`7 D A T E DATE 9 4 12014 4PRetV1,d ESSI I CIVIL ENGINEERS - LAND SURVEYORS LAND PLANNERS co K NETH A. POWERS No * 0 30'3820 06 Exp�/�- Q-90 CIVIL OF CALIV (714) 862-9400 27007 EAST FIFTH ST. HIGHLAND, CA 92346 v? 41*1e*g�vele /S 42010 P/,Pz!7-r ,e.A70,'-ee ;ro��/ a Lcelwx cvzz4,e 4 4. _�rae p1pe sloe Norzzsxeno axe Ne -yr e-wa��s S15.4-:- P-eIN,42124IN - - - 15� ONA1,04fS Zd ""t* 4M IN IDIWIve- 761� ,VNV 0A1 .49-11- Plr�rg �Vlle-11?4f 4N"4 "'IS aKS IS 7145�9 -57,VAVZ1_ &,:!5- XW-AAeZ 7WIC&M5Z) D1 IS 4!5�qlye /V 0/.? Z_A_"�S 71'00115P ,?.,.,A01N11v61e1er_s 4WO IVNel-V Z)l 71_6WN DZ,) tooOIN 7t5 - mar rvacwaj-no o-ee 4 sx-tw ellw:Ve eN ;r/,*- ,o1,1.41,ve_1N6-. CITY OF FONTANAP CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SCALE 111=40' /Vp /90-// 141. 1411 DESIGNED BY .a 1-e DATE CHECKED BY DRW-. # APPROVED�'�c Ciaz EER. 19 4-5 ErT