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Home My WebLink About1639-1SOU T H ESI w AATMOU1*H. CT.' .71R.130854 2 - DOHENY CTP', .TR.130EL&_ 4 EXETERE_CT.. TR.13085-2 4 C BRIDG_ T.JR.13085-2 T:_:�` XFOR T. TR.13085-1 OX FORD ST.TR.13085-1 Z PRINCETON CT: TR.13085-1 OXFOA YICINITY MAP NOT TO SCALE 1A, T s 14wRry � J EGE'N 0 INDEX M A P s,4z'E r, c - S/DErwL A' Di!' #IN N 0 T TO SCALE ,SIO TYPICAL SECTION - LEVEL NOT TO SCALE I AD 1 NEV" CAMCN DRIVE !� NAMES !IRt'HC'E1111 " CT. ,6 00" STO. XF00 CT N -J Z:ANI'�RIDCE C�'. I�C'H'�1Y CT. DARTM15M CT. SWEET NO, 2 3 S 3 4 4 2 VILLAGE OR HERITAGE STREET IMPROVEMENT PLANS FORT TRACTS 13085, 13085-1 AND_5_._ 13085 2 .. EAST HERITAGE VILLAGE IN THE CITY OF FONTANA COUNTY OF SAN ERN R INO CONSTRUCTION NOTES & Q A NT I T I E S: DESCRIPTION CITY O� FONTANA QUANTITIE341, STD. DETAIL No. _M W851; ;:"r {>>3 es-' TA"13086-21 TOTAL �3 1 O CONST. 6" CURB G GUTTER 101 - L 2,077 LF 2-501, LF .5,(02 LF O CONST. RESIDENTIAL DRIVEWAY W = 16' 102 /dOs SF .5,4<.32 SF i2 �9.92 3F 7,032 3c a CONST. CONC. SIDEWALK PER SID. S P E C I, F I CAT I 0 N S 1, -- 5F (►. 7/6 SF -14-r?- SA- 15, 412 ,SF OCONS T. 3" A.C. OVER 12 COMPACTED NATIVE " /7,�S5 SF 47, -W-0) SF 4910d O /O/, JLS SF O CONST. CROSS GUTTER 104 - 49.3-,3F J" SCF 4441 SF O CONST. WHEELCHAIR RAMP 104A -- 2 EA 1114 fA G Ed. Q CONST.CONC.CUAB ONLY _ 101 - GO L+r I'Z�- LF /_10 IF ® CONST. SIDEWALK DRAIN DETAIL SHEET 4 - f_6 LF IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THS PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY COBE OF THE CITY OF FONTANA. ---0 SINGLE 5,800 NPS STREET LIGHT ? f1! . ,S 12 54 TO 0E LOCA TED /A/ F/E'L,0 , GENERAL NOTES l' 1. ALL WORK SHALL BE DONE IN ACCORDA"!1'CE WITS T"S2 PLAITS AIM TIS CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED, 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY,LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE TIRE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AICD ALL TELE MONS OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, rTC. SHORN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. S. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 46 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. S. ALL BACKFILL TO. BE CERTIFIED BY SOILS ENGINEER. . ALL MATERIALS AND METHODS TO BE SUBJECT TO TRE APPROVAL OF TIM CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A,S.E. OF 30 (MIN.) AND WIN. COMPACTION OF 90x. 11. ALL NEW OR EXISTING VALVE CAN'S AND MANHOLES RRALL BE ADJUS'T'ED TO (GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND "RIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. C" EXIST IFAMR LN RFs. 14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THS PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY COBE OF THE CITY OF FONTANA. PAVING MOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY BOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALE3 FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE., THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. Pavement sections showx are MinirnUM and SvI jeCt to M491M and approrau of the City as required by soils test taken after completion of rough grading. BENCH MARK FWE 1 USCGS "Q" STATION "PACEL" 196'3.909+ ELY. OF RAILROAD TRACTS AND 28'+ !SLY. OF CL BASE LINE, 1.1 MI. ELY OF EAST AVENUE, SAME AS CITY B.M. #364 ELEVATION 1301.54' LANDSCAPINQ ECORD DRAWING PRIVATE ENGINEER'S NOTICIC TO CONTRACTOR R STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER THE EXISTENCE AND LWATION OF ANY UNDERGROUND UTILITY PIPES OR FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECT'S PLAN. Thp igformation nn this drawing is obtained from others and STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE mllct he verified in the field by anyone prior t0 use Of AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CO�strUCtiOn. HALL &FOREMAN, INC. IS not responsible for CONFIRMED BY THE CONTRACTOR 80 THAT ANY NECESSARY ADJUSTMENTS CAN RE Underground facility locations cr depictions. All above ground MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES ?O PRPROTECTiacilitiec can he readily seen and verified k�v the parhes that i,�tenr+t� I,ce s�„�p, ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT UTILITY NOTES.• SHOWN ON THESE PLANS. �QFESCONTRACTOR AGREES THAT RE SHALL ASSUME SOLE AND COMPLETE WATER: CUCAMOpGA COUNTY WATER DISTRICT GAS: SOUTHERN CALIFORNIA GAS COMPA >rYOe ��QR�V�, RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF' 9461 SAN BERNARDINO ROAD 16231 VALLEY BLVD. �� CURTyO �� ECHO � Z CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND �, �► PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE �UCAMONGA , CA .91730 FONTANA, CA 92335 c> >� � G� � �`' 2 Q �° LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL (714) 987-2591 MIR. LOU WESTFALL w m ='! Z� = DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM. SEWER: CITY OF FONTANA TELEPHONE: PACIFIC TELEPHONE or_ Exp 3%31 4 �'rr' ANY AND ALL 4_1A AC11-Y, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 8353 SIERRA AVENUE 9000 HELLMAN AVENUE * � NEGLIGENCE OF THE OWNER OR THE ENGINEER. FONTANA, CA 92335 RANCHO CUCAMONGA , CA '91370 moi' C1V�L �Q' qT (714) 350-7640 o of cAuF° F CA�1 4 POWER: SOUTHERN CAL I F6Rlr 1 A 19D I MM COMPANY CAUTION: THE ENG I NEER PR NG THESE PLANS WILL NOT BE RESPONSI BLB P.O. BOR 780 LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLAITS. ALL 300 N. PEPPER STREET ' RIALTO, CA 92376 CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF ,RCCDRD DRA1N1ntc3S MR. DAVE JONES THESE PLANS. . CITY OF FCALIFORNIA L fSj11SFR LOTP/M W_f1 W1 SH �2 71190UGH 5- L J C- H 3 15-99 ar J-2.1." PUBLIC WDEPARTMENT REviS,Ep STREET , v Cmc &LEV.4ro&IS, oN DRAWN BY STREET IMPROVEMENT PLANS SCALE SHEJ�/TS 3 s, E �. S G HO RIZ.: ["=40 s4 3170 REDNILL AVENUE • COSTA MESA, CA 92626-3426 - (714) 641-5777 DESIGNED lc w GENERAL. NOTES, CONST. W0TES VERT.: 1"w4' CML ENGINEERINS u►Iro PLANNING uwo SURVEYING CHECKED BY _'RACT-S V x.,3085, 30H5-1, AND 13085-2,DATE PREPARED UNDER THE SUPERVISION OF: JCH JOB NO. DR. Na SHT. Na. ENGR S. DATE CITY DATE APPROVED �� Q I OF 6 NO. REVISIONS P R V APPR OHN C. MOGAht R.C. . 262 DATE—�CIVIC. ENGINEER ��037 u,.