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HomeMy WebLinkAbout0 Via Carillo 1 Of 2x t f Vd 4 x t 41as'imr..' .1 2 3. in 5. A ' R M P UVEMENT PLAN% All work shall conform tc the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works C instruction 'I Groen Book), 1985 Edition with 1986 and 1987 supplements. Pudic and private utilities and substructures shown hereon are from available record. The Contractor shall be responsible for protecting all utilities and substructures as shown within the constr•uc-fion limits of this proj--ct and shall be responslbJe for any damage as a result of construction operation. The Contractor shall nr;tify Underground Service Alert 1-800-422-4133 and the following utilities two working days prio to construction or regarding any problems Southern California Edison (714) 947--8227 Southern California Gas Co. (714) 798- 7739 General Telephone Co. 1-800-4224133 (714) 949- .8008 Cucamonga County Water District (714) 987- 2591 For inspection and st.rvey work for this project, the Contractor shall contact the Public Works Section at 989-1862, Ext. 312, two (2) working days prior to the required date. A permit shall be obtained from the City of Rancho Cucamonga, Engineering Department, prior to any con- struction or encroachment within any City of Rancho Cucamonga asement or right-of-way. The Contractor shall notify the San Bernardino Sheriff's Department, the Foothill Fire District and any affected school district, 72 hours prior to construction indicating any detours and/or road closures. City of Rancho Cucamonga- Drive pin with San Bernardino County Surveyor tag at north top of curb 27' North of centerline intersection of Foot- hill Boulevard and Baker I venue. -5EART OFF PROJECT VICINITY MAP (NOT TO SCALE) DEs%-,M *rloN OF REWSION arty CITEICIDF RANCHO CUC'► . A TITLE SHEET VIA CARILLO D_ R. AVENI A VEJA.R TO EAST OF SIERRA MADRE A/E. 4F'p' ED S"Y: �� t ,• t . DATE. RCE 1 DUM PL FkOP a MY k E 3 12 , lTY OF RANCHO )C DRAWN R AldCHO CMA.MONGA, CA S1730 I11MET d�s- - , p t Ct�OLlCxa0 CAAW4N# 00PAU . 1 ---- -- ems" - - - - -. - 0 CURB r?ETURN DATA CURt, -60;2400'* 3 A ago, -1 n 600 V40" 60051'40" R 27' 2 7' 631 2 7' c 4 2.2 2' 42.60' 66.92' 2 8.6 8' T 44.69' 4 5.3 2' 37 01' 15.86, j uj tr of 0 x = 3' 0 m m + x 131 w z15' w-12 3D IT x 3' w CO 3 ' + W-15, tp %D 1'6+ k Y\fj�� SCALE f.-4d I .1 01 [MCI . . . . . . . . . . ill N"m V- I - �' -: — . — — — 4- :7 7 4S, - WIL-7 T. --4 . ... . .... .... .. 7 L tj- 4 -4- Cal- t 717 T. r I J - CURB RETURN CURB -DATA A 119*08'20'1 609 51'40". R 2 7' 2 7' c 51.9 8' 26.56' 46.58' 15.8 6' Lij z 3 w=1Z w�' 10cn Wm4' A - J- I W� 12 31 W.12'0 + a x r31 16' w-15' Typ 3 sewer AY 0 z 0 314 2 N 61*OT 'E 22, - (it v L 0 D R E 3 .14 3 X=3'm rL Io W-4! 0 X�3 3 Typ l'lT iETr w=t( i L4 x W=12' + q W- 12' ). < 0 AL + 0 o C\j (�o t Zb Z6 z bqr V- 0 N N xN LL� - 1 2 5' ri-i SIERRA M4DRE AVE. n 207-181-2 -- - — — --- — - LL Ul P L AN -L,�- 0 E IN-D -j 7' 6" 4' -1 . vexCorrst. new A. C. Pavement n' 4 Gil Tr—nm.) Indicates A.C. Overlay K-17. 7-71 Comtruct new, Pr—C. Existing A. C. F-14st. eround -TXPI-C.ALL -CROSS SIECTION Scale ---- Hor. 1 -49TE-: For CONSTRUCTION NOTES, See SHEET 2. [Ver 111. T 1. =- 5 R- =83 11 11 I 111111"s GE&CRIPTICV OF REVIMN CITY OF RANICHO C UCAM,001', NGSA PLAN & PROFLE V1 A 0-N. I A DA VEJAR TO EAST OF ffitRnA MADng, AVF 0V CID BY.* OATM: EVOINSeR, v - ..:ice �, tdC3. Q AM PRUPARW EW: RAKCHO CUCAW1a4GA, 0390 SASS LIKE 00AD how 9 ANCao CLKJ&WWA, CA, Ot 7 30 SWT itt a Kelm? 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AN s 11swe &W • to aw 4 g mls v •;�T;f�T j KyN1 «' t 1 SCALK J,a +t.t5l too-tMo-24 mxw Ito ' AL TkOWN ST AT KU No _ Ufa wr move I II - VOW w"*wwqww Woo" +sA�71�!!IiiZ d� & boa Oman wi s �j to Ow ""awm Mp of tiw arrwl. Ill l - . *A LS ! r be in awwwrrn� wdi r> � Mrs �.• �r MNr • v! t I! rYwi don M . IINIr tower i1 ftw w r wr1lYl1� w 1r� MOW 9a.l�IfwM *Wm as k& iwj@*Ad44 M wwre le wFtgn I 11. Aog or 51 ' � wNY•IPII'�4�7t�M1R1�R ' ��� lot- "0100111_Uw 11% i. ,&WW111 >�orA1r Ifer0 mo`' w.. *L 94 41 mw t iO � �» w� �Ipet AIlw wll b •wrfllUMi �1Min of fw so ,��►, �i 1 y. 1 4 11�1�11$w A 5,111 I ��, MA­1 07140�, I ISM vn.-o_ -Z- .4" LL F A- WIN V, _'f C `.,L-&W,hi,WAT-FRLT_ NIE SIRV ME LINE Q TOR ptem look A VVAL4 % 4 3N NOTES OINSTALL 8" C.M.L. & W. WATER LINE. OINSTALL 6" C.M.L. & WWATER LINE INSTALL $1' FLANGED GATE VALVE PER 5TT,. DWG. NO. 4. INSTALL 6" FLAMBD GATE VALVIS PER STD. VWG, NO. 4. INSTALL 6* FIRM MRAHT A383MBLY PER STD. DWr,. No. Z. _*ffff PAJ12 9" ffe" + 8" `F�%Irvhtv0p 111696. . YD 11) (D TACK WELD ALL JOINT$ 80' BACK FROM ALL 91,3OWS, SLOWOFFS AND 'rHR00f-,H- OUT ALL CURVES PER STD. Pvo. No. 9. INSTRLL 8" X 6" CONCENTRIC REDUCER, INgT&LL S" X 8" X 6" FABRICATED TEE. INSTALL I" SERVICE LATURAL(S) PER STD. DWG. No. 2 AND RFrnNNFrT EXIST. WATER MV75R(s), Ii RMfDVI EXIST. 4" FIRM MRANT - SALVAGE TO DISTRTrT YARD. INSTALL 4" - 45' WELD ELBOW. WIM— P+3mi -FeR BEE-heeZA" M;ebrn; VOID 140/10 BhOWOFF ASSEMBLY P13R $7D. DWa. No. 6. INSTALL 6#1 - 11 1/4* FAB. 3TI)*.W. BLIND Fb�,VGSE EXIST VALVE SIZE AS SHOWN) ANc> AMANDON AS DIA14"CrEP. 19 REmOV-6 EXIST. ?_ " R&MZ)VS48LE SLOW- DFI: fSALVA127-F AS P1REC75.D) AND K_V CDNNcCT 710 EXJS:- 8eWA7-r-RLhv_- A!PIRUFCTEP. 200 CLJ-r d CAP EYUST. WAmjw.Nz fsjzs As &mawm) AAm> AeAnDoV AS D)Rr-cTaD. 6 c34A_C*24 C, t, - ­1-- AVOID @ R&MovE Extsm e,5LJmD PLAAjrzr 4 CONNECT AS DI REGTE D 711 e. 'AYAW A Art Iw (A0.72r 7 TO it 4Ed A NOTICE •Id ZiX-WTOR OY A?" U?9=G=*i0D UTILITIM OR CONTRACTOR SHALL VERIFY ALL/ 'emu 1* TtAm's - ?LAM ARE' owimm By A vxv.cx or 00NDITIONS AND w -TO TM UST 00 M% X"VADCZ, THERE AAR AND SHALL REPORT ALL D18- 'ex" Nxc1rT vws!l sams ON Tvis Pwkx. THE �/ -- pis CRIPAMIRS TO THU ENGINES 44 i- puamm-tomply mumm To PRIOR TO THIS CQMMBNCM%WT 1, TYPICAL TMNU I SECUON L W swm x1m my 0"n LINIM OR' STRUCTURns or WORK. 2r ol "7 mcnoff 0 Is Meww'411313 FOR I'm pw� ;Ow 900" TO "wo Ulm 00 emmma. 7 9ENCH MARK 4A'- Ag -40 PLANS PnPARED UNDER SUPERVISION OF PRMPARED OPROF OEE 7z :: CIF j &-/,Y A­r,"sow ZwfAs+*kw - MADOLE AND ASSUMATES, Wt. Of SAN EIMNAMNO 090TY . ofts. MIADOLE AND LAND PI-WNM mxtb4mg, W'A -bw , . 5 45 N. V000tWa Am, SUlITE 105 UPLMD CALIFOA"A2iM DATE saff" SCE.. &4 Its uftfiil�� A WATER SYSTEM NOTES 1. THIF ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECITICATT0142 AND REQUIREMENTS OF THF CUCAMONOA COUNTY WATER DISTRICT. 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MINIMUM COVER. 3 TIIE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM IS 75 P.S. I. AND P.S.I., RESPECTIVELY. 4. FTPI' 11YI)RANT T.(CA'r10r4.s SHALL CONFORM TO STANDARD DRAWINCS OF THE FOoTH11-1. FIRE DISTRICT STANDARDS AND sa)ECIF.,cAnows. WATER CONTPACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE Al-TI.R COMPLFTION OF IAVING. . 01 WATER I­%I:f; SHALL RE 12 GAGF; ALL, 8", 10*, 12" AND "HAI.I. 13F 10 GAGE STEEL, (TMENT bORTAR LTNED ).W.W.A. SPECIFICATION C103-86, Av c 205 - PIPE: zotjj: IS r IRFD I", SLlITABLE AS DETFRMINU BY THE ;PICT. k, P,P :',rcm I Nc, rpom THN MAMONGA C' WAT7:11 t)v nIF STANDARD SPICTIPICATIONI I-CP COPPEC: Tjtj,, PPOI1O-;rD WATER IT&TEM. fr .4 f: 1, IIFcT] 10:11 FOP FACII LOT WHERE THE (St:F. NarZ #3). WA','I.P MAI',(; AND !1,ANITARY SEWIM SHALL Tin. (x, CAUr-C"41A EWR( TAL_ gjALN C TiTL.F ;1 -,r-r-ncw,4 (,4430-c. PP *, 0 P Ths. ACI j*.1j,'j'I(),*,, 01' ANY NEWLY (7014STPUCTED WATER Li ,1, Tt-`.,TING AND 17FWIL1/ATI()N 1_*4Aj4 F* PFRFLWMeT) 70 CLk4PLY VA714 7WE IN Sr-C71ON 5 CIF CIJCAM0W_-uA M041-V WATER Exb-TRCT A';Y W(l+F 011 ANY PROJECT SHALI 11AMII,!AL;7E .';7*rI' AND !7HAIA, fit: !70LELY RE.'111411SIBLE rop ANY PF!;fII.TlNG 111PIATI-Y OR INDIRECTLY 014 No,' FACTI.Vilrs ARE SHO" A 1.1 ThE Cll*!Y GI, PAW 110 C1XAM()NGA P W11,1 I 114 STREET !,1­:(',IIAl,F Atli) CLEArl OFBUILT" ('"'N"y WAIT14 UIFI'RICI. PTIA, T(, ':111; ''I' :.M('r-'CA COUNTY WA: F ,!(A:,:, THE (,:')tTNTY WATSRL 5rSTRICT 1.1111-P T,1 'OLNTY WATEV DIS RI T AC-��­,.,�Acy ('It vir. E P 1i F "'HE MS HAVT' A' CIIECX ASS.:t-O.B17 ,4 0-) T14- 'XKTT7-1IW V4fTVAr�T_XF 1*04.. M- Rr'zA-"-.15L.E FUR A4ffUUj_AW#0A 4' 0, It f) J? C A T_ E IN ALI A;r ­ D % : I : 1036, 1 JPVIL'WLD THE PLARb 0# AvAm%m4m*f AN!) 'I HEY Mv.ZT T.1E RZ�,UZIWNWS IN: I. !'"1 11,N "i :'lit AMI­'-lCAN WAIIA' WORKS ASSWIATIOW PPOLiM TION AND 1, ;TRIWIT 00)11TY !7'/%NoAW,S F`)k Mlo;'.MLJM f0ro, Or I 10% -,Y: TFM ANb TI,AN,1;mI.11:,!0N MAIN!: AT THE ?Qm OF NIA, I AIIF A:1$'jI1A7f Tf, ')UPP:A' WA-lett TO AA& EEC",rfous A,', W;Tlf :,ECTIf1N 1 )1' THE &*$QM QUOTW kl .C. E. 141WW h,END DETAIL (45' TYPI NOT TO SCALE DATE APPROVED DESIGNED ty DRAWN BY CHECxED BY AMONGA COUNTY WATER LASTRICT cu sy 0&-X ww4 H/;P_W�t I/Im W wl� C C IV D 111 WATERLINE REPLACEMENT DATE APPROVED SCALI: WORK OR 1`' No (C.C. W. A N 0. Aft 3,A.52 mix AVENIDA VEJAR, VIA CARRILLO, a yl .0 AS SHOWN PLACIDA COURT & SIERR A MADRE AVLNUR s,4,T I Z