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HomeMy WebLinkAbout1602-1I% PWrANA #IVERSIbE Ca "#Y Sopir SITE Ifurva" -VICINITY-- MAP., N.T. S Iszr&/VP 06 C 0 "10A' C; ; 5 0 9,4 m4w. 10 ",MVA 70# WAJC - a ','wA x aa er /vA rl ve .6011-1 CO"Ic*A,CreO dWtAP?M AW"MF _77 aWAWnwJV 7V SWX U -45r + V. C. rp 'TYPICAL FOR YAP* at m LESS THAN lot DEEP REF TO STD. 131 J#MAIOMPA1ZLw)VA7'1VAw A/ 7. S- OIL I CreZ? ";C f z 1 A",f hAVI. /O "MAX. 10"MA;r. crwv)wAx. elze NAT/11E tf r,>14 A07PW *age I*A~. 0#71 0* **Awe TYPIC "0" fro* V* C*P* 1�0wz" p -()IV Df R_ REND STD. 1311 .45/EVE --slevLE N 7/m doe 00 'g W PRIVATE EMINEERS NOTICE TO CONTRACTOR le ALL OW"RMCMUN VTIL'TlrTgg OR MUCT"ES REPORTED BT Tft O1/N21- 00 OTHERS, AND THOSE w" ON Tile RECORDS ZzAniff"t, ARE Swmw WITH TRETIR &PPROXIMAT8 LOCATION A" EXTENT. ff SMALL 99 "M CMrMC?O% I S RES Lm TO W-LIERMINS TIM MATURE OIF 9XISTIR GROUND AND/OR THE FINIMMV GRADE I'M THE VICINITY OF THE PROPOSED CONSTRUCTIOR AlfiM INMEDIATELI PRTW TO CONSTRUCTIOlffe so Two C*TRW IS *f=M TO TAKE WE PRECAUTIONARY IMASURES PROTECT THE UTILITIES 011 STRUCTURES FOUND AT TRIL &LTIL. IT SMALL IN "s C RS RESPO" ISILITY TO 1"rIFY TWE OWNERS OF THE UTILITM OR STRUCTURES CONCERNED B9PO`RZ STARTING NORK* 40 "a C SMALL OWCMn ALL OTILrTINS TWAT IM MAY BE JOINI CROSSING, OR PARALLRLLTRG PRIOR To Any copmumom To veftiry om HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SRALL 09 BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL REspo"ralLITY FOR ANY COM OF RELOCATrow Olt ADDITIONALCOSTSOF CONSTRUCTION E_E G-ENERA11. N07wel:. A 1. THE CO3A157-RZ1C1r10A1 0,FA4L RL1,041C 1AfPAv0V&"ff1V75 5101-1- eMl"Aow 70 7N& CON;r)eAV AA10 COA17'9A�� Recl,�rICArloAlg 77i(69&r )0ZAA1S..4A'0 To TfrE OF 7H456 5rA,411,--v.AR190V0,fK!5 A 4,V,9 rH6 f rA,".0A1Z,0 ,046R 1?71tfle C17 ry OAc 7A V Av/,54/c ;vlckK5 C 7RaC7'10Azj /-ArO07 Ar-',017'icw - 2* CONSTRUCTION PERMITS 9RALL SE OBTAINED FROM "i*ANA PUBLIC WORKS DEPARTMENT VDTAD IPA START OE ANY WM9V WTOPUTW IrUff I-TOPV f-TMTV* "r1qp►c::Mr FONTANA, fou'r.t LIST Of STANDARD MAWT EITY OF FONTANA DEPT. OF PUBLIC 109 STD. P.M. FRAME AND COV" A" REINFORCED CONCRETE COLLAR9 112 STD. PRE -CAST III STD. JUNCTION M - M 114 TYPICAL M.R. JUNCTIO"S. RT,_FESSj0_, 10 M4s 125 SEWER LATERAL MOUSE CLEAROUT. X 0 No. 15795.Z 125-A SEW" CLEAROUT BOX.. -n6 30 e9 civit. 128 SEWER TERMINAL CLEANOUT* 9TF4f.CA0iC At# �9,13f ESS1 J.A. ?40.53390 1w. 6-30-" OFF- C 0� 6e2O ARPOR 7 nT, � VF"10ff, CA. 42504 TEL: (c?0q#,PA^-0241 =AX Olelq _0544l PA &T 2&1/1 -Y 3.48TATIONING REFERS 10 !rNtOr 3rw?7,&)vmd& M/ ¢ CXCWPT WRENN MLPRWr819 OTE D1 4. ALL UNDERGROUND WORK SHALL HE COMPLETED PRIOR TO PAV114C Or STREETS. NJ C3 #13332 S. EXISTING UNDERGROUND UTr ITrEs ARE AS PER AVAILAR RECORDS,* THE • COKTRACTOR SHALL RE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION A" ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPT/ SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING Or THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE FEET IN LIFC31RIMI�AX I Ca M KNCH kOM C I TY OF FONTANA IDM no. ex Itit S"mff in P.R AT N-11. calm" 4F JUNO" Avg. a JURUPA A". - IM a OW -44 "Tit Is/ 73 OWE* AM 901GINEER Or An APPARCHT DISCRgrwm Ig. IRSTIMATIRSe LS CIT QF FONTA Ci OR ON DIM one CA "mca : AR TWT 13332$MTN ftR K SCAX Rev. for 0 C -,t- .5EWE.K. PLAN-5 mu&a. am ML 97mm ift TI T SNE dA Mons W QTY LWANE It DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTEDe, 7. "E C01"TACTOk (9) "ALL 011TAIN A PEl IT TO PLRMM EXCAVATION OR INDEX- MAP A�ft AL TRENCH WORK AS DESCRIBED IN NOTE 2 ASOVS FROM CALIFORNIA STATE ww DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC Alk� AL Ab A z J WORKS CONSTRUCTION, SECTION 306-1.1-6, MAMRN CA 92407 C A jI* ALL HARROLE FRAMES AND COVERS SHALL ON CONSTRUCTED V SIELM FTNISN ION A&o- VIA"IAIIA OeCA' A 11T101V GRADE BY SEWER AND SHALL BE RAISED TO GRADE 91 PAVING CONTRACTOR Arlo COMPLETION OF PAVING. AVIE OIL it AA sliotf r smgr1r1i rzexlseX comptc3siev JyMm-TS smAu Sc UM Ar TNN_TNf_ "AvwcE *vk.L3 - ,A A00NAS MIN/MAL A4 L- O&N-derfolv. i A REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATYON STANDARD DETAIL JWANTITY 1290 • 10* ADEOUATI STAKES SHALL BE SET, St T" OCTREETO ZRABLI "t CtM?M TO CONSTRUCT THE WORKS TO THE PLAY GRADES. T wk^j ILE" CALrPORNTA OAS CO. er" or rmysmR, 11. 0 AS -90 1 LTO PZ AA42 SNAL Z Off V�?O ^9e,0 'A0, AiVff eA")WLrLrAw 40�w A0ee0wo 0 y -'1AweC0ApA0 THE CONY,,j�,4,CT//E•TOR - 7_11Z: AFN61^146eR OF RdECQ�rO -IleA4R/fO V110& - CITY- ACC461�0,7A 0/`4L ldrg A&7, D6NA115 XR45eMAA1 DRAA111V, 0 CIlrY 14PRIOR 170 AlCe 7He .eel 6 YS reAf - (1 12* ALL SEWER MANHOLE STUDS SHALL BE SCALED In` CONFORRAWN Iff TR COfIS'PRVC'? is* EXTRA STRZIM" V.C.P. N TRUCTION NOTE 1, THE STOPPER OR CAP SRALL BE INSTALLED = A P.00 box 518 ER SUCH THAT IT MAY OR REMOVED WITHOUT DAMAGING THE PIPE. "S CRP f;1AALL SEWER MAIN. 8 MAINTAIN A WATERTIGHT SEAL. t 8 gel-21-AA10.51 CA.'?2.57-f 335 - 7.54 7 CA 92335 130 THE CONTRACTOR SWALL BE RESPONSIBLE MR "t W89"10C OF ANY 80"21 �iolilEiPc^�E/VC/ES91) MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCHMARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE OR ARE NOT SHOW an "IS SEWER MAIN. PIANSO 14* CNIS.2 "ALL BE PLACED ON THE CtM OFElt LWATIMS (W ESR tinvuts of THE SEWER CONTRACTOR. Wx 1. It a" (W w%m a must 159 IT SMALL BE ?RE CONTRA MR 18 RES TBTLM TO WRTFY "M 5=110 "ML LOCATION AND THE VERTICAL BLLVVATIO14 OF ALL UTILITY CWSSINIGS A" • CW ALL UTILITIES CONSTRUCTED PRIOR TO 211E SC1111 6 Any DISCREVANCIES SHALL BE MADE in WRITING TO THE OWNSR PRIOR SEWER MAIN. 11007 L.F. CONSTRUCTION. 63SI 181mm Symms 160 TWE C'ON"MCTOrR SHALL C DrWATZ W0811WTIOR WITH ALL WTLrrM Wo O CONSTRUCT so EXTRA STRENGTH V.C.P. OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS,, TIBLEPROM30 WATER DISTRICT FONTANA* CA 9233S RLECTRrCALj LIGHTING, TELEVISION CABLE, LANDSCAPING IRVIGATIOMv DOMESTIC MATER, RECLAIMED WATER* STORM DRAINAGE, FLOOR COlf"!"flOL 12,a 91 L. F.. 855 We BASELINE SYSTEMSe ETC. FORTY-EIGHT HOURS PRIOR TO EXCAVATION NZAR ?MET* FACILITIES, NOTIFY: P. o. wm C?�'o MUUTWERN11 CALI i E't)j" Co._ lM CTPiC ont co- M KNCH kOM C I TY OF FONTANA IDM no. ex Itit S"mff in P.R AT N-11. calm" 4F JUNO" Avg. a JURUPA A". - IM a OW -44 "Tit Is/ 73 OWE* AM 901GINEER Or An APPARCHT DISCRgrwm Ig. IRSTIMATIRSe LS CIT QF FONTA Ci OR ON DIM one CA "mca : AR TWT 13332$MTN ftR K SCAX Rev. for 0 C -,t- .5EWE.K. PLAN-5 mu&a. am ML 97mm ift TI T SNE dA Mons W QTY LWANE It INDEX- MAP 3100 H. PEPPER AVENUE "311 Be imp - x 5 11665 Alk� AL Ab P.09 'BOX 288 RIALTOt CA 92376 MAMRN CA 92407 ION A&o- VIA"IAIIA OeCA' A 11T101V CONSTRUCTION NOTES ESTIMATED QUANTITIES - ITEM JWANTITY T wk^j ILE" CALrPORNTA OAS CO. er" or rmysmR, A&7, D6NA115 XR45eMAA1 8351 SIERRA AVNIM (1 COfIS'PRVC'? is* EXTRA STRZIM" V.C.P. 10?61 iV. Z 4160AIIA A Ve." P.00 box 518 SEWER MAIN. gel-21-AA10.51 CA.'?2.57-f 335 - 7.54 7 CA 92335 CONSTRUCT 12 • EXTRA V • C • p �iolilEiPc^�E/VC/ES91) A C,4R.1 0-5 /vA v,4 ^eo SEWER MAIN. Wx 1. It a" (W w%m a must CONSTRUCT 100 EXTRA 57WENG-1,11-H V.C.P. SEWER MAIN. 11007 L.F. WEST SAN SMARDINO COUNTY 63SI 181mm Symms O CONSTRUCT so EXTRA STRENGTH V.C.P. WATER DISTRICT FONTANA* CA 9233S szwER mArm, 12,a 91 L. F.. 855 We BASELINE ( 714 ) 350-7410 P. o. wm C?�'o RIALTOr CA 92379 r1ce Al- AIR r CONSTRUCT 40 EXTRA STRENGTIR V.C.F. 009) 875-1804 rr Szmm HOUSZ CLEANOUT PER CITY At4i. : JIAI 1_10A�&Zl_l• r I — 1*tl 9 'OF FONTANA S". DETAILS 125 AM 125R. L.F. COMMUCT STAMARD PRE -CAS? MMMM PER CITY Or FONTANA STD. DETAIL 112. 44 E Ale r I IST C I LPS Tw. Drv*u>PAr4#WA7 0 CONSTRUCT SEWER ?ERNIlI11L CLrjuqOUT PER 0383 W1 L E D. , STIR. 940 BEVE HILLS, CA /f 76 5VV_ e- ~ 4P/e All A )910AIrA CA - 4? 2 337 CITY Or FONTANA STD. DETAIL 128. 852-0499 *f P0 CONS"" 815"s MR= "Cas IPETA DETAIL ON G) Alp CONSTRUCT DIM OWHOM PM 3". Ill. CONSTRUCT ST1MARD PRE -CAST MANHOLE MR , ISRALL 98 RESPONStOLC FOR, MIS OWN 'ESTIMATE FOR *TIMING MID CITY Or FONTANA STD. DETAIL 114 - CA3Z VT. 115 F-A.ISHALL RID A COMPLETI jOfL 0 CWTRAC'TOR SHAU AUM ADVISt M KNCH kOM C I TY OF FONTANA IDM no. ex Itit S"mff in P.R AT N-11. calm" 4F JUNO" Avg. a JURUPA A". - IM a OW -44 "Tit Is/ 73 OWE* AM 901GINEER Or An APPARCHT DISCRgrwm Ig. IRSTIMATIRSe LS CIT QF FONTA Ci OR ON DIM one CA "mca : AR TWT 13332$MTN ftR K SCAX Rev. for 0 C -,t- .5EWE.K. PLAN-5 mu&a. am ML 97mm ift TI T SNE dA Mons W QTY LWANE It