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Home My WebLink About4246-1J..m Ll 1"000e, NONCE PRIOR TO WORK AROUND THEIR FACILITIES. L 'T 0 12. THE CONTRACTOR SHALL NOT OPERA."TE ANY FIRE HYL)RANT OR WATER MAtN VAL VES, M,THOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY rOR VALVE OPERATION AND 5 2 c_QN5jR_uJQ I =INADILFA E- 3-.T_,; 1. M_A T E Q WATER REQUIREMENTS. 0 7 8 'S% 10 1 11 1 12 1 13 14- -QUA -A (D CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 3004, W & V =4.0s' 2 EA. 13. CURVE DA I REFERS TO THE FACE OF CURB. - 14.� STATIONING REFERS TO THE CEN'rERLINE OF STREETS EXEPT WHERE 07HERMSE NOTED. TR A CT 16383 @ [Ns,rALL 24"' RCP, CLASS IV DRAIN PIPE 285, L.F. 15. ADEQUATE" CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE' 7HE CONTRACTOR TO CONS rRUCT INDICATES DIRE, TION OF DRAINAGE FLOW 01 CONSTRUCT JUNCTION STRUCTURE PER C[TY STD. 'PLAN NO, 3010� A=48"00'58 "as B=24"', C & D=2.0', -T=5.5"' 1 EA. THE WORK TO THE PLAN GRADES. THE CONI'RACTOR SHALL BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS ANO SITE MAP CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. PLAN, NO. 3000.. 179 L.F. CONS'rRUC770N CONTROL. STAKING DURiNG CONSTRUC71UV. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT DES OR BENCH MARKS, WV40UT PRIOR SC, ALE: 1 =80' CONStRIUCt 018'CHAkOt STkU'0T(JfZt PE�r� crty sm PLAN No. 30ob, MObIF''Itb TO 6* -01,1 11). 17 L.F. NOTIFtCATION TO: THE CITY' ENGINEER. 'ro "N"/SECll0N CONSTRUCT' PIPE PIPE MANHOLE PER CITY SM., PLAN NO. 3013, DETAIL C—C. L=,3.50' 1 EA. IZ REMOML AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTSo MONUMENT 77ES AND BENCH MARKS, SHALL. BE DONE BY A REGISTERED OWL ENGINEER OR LICEN.SED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL CONSTRUCT -LOCAL DEPRESSION, CASE B, PER CITY STD. -PLAN NO. 3003� 2 EA� BE DES'FROYED AS A RESULT OF 7741S CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL N077FY THE ENGINEER 1 TITLE SHEET ONE WEEK PRIOR FO CONSTRUCRON SO THAT 77ES TO MONUMEN7S CAN BE ESTABLISHED FOR LATER, REPLACEMEN'T OF' 'THE 2 DRAINAGE IMP. PLANIPROFILE MONUMENT. 18, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL PMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77ME,3 IN "FHE CONSTRUC77ON AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTiVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERINC, AT ALL TIMES. CITY'OFFONTANA 'SO. CAUFORNIA GAS. COMPANY SO. CALiFORNIA EDISON COMPANY CRAWFORD CANYON 'MUTUAL WATER CO. 20, ALL GRADING OPERAPONS SHALL BE DISCONTINUED WHEN SUSTAINED MND VELOCIVES EXCEED 25 MILES, PER HOUR, 8353 SIERRA AVENUE ATTN: GREG GASPAR 7951 REDWOOD AVE., ATTN: BASIL J. FABRIZ10 21. THE CON7RACTOR SHAL.L. NOT CAUSE ANY EXCAVATED MA7ERIAL., MUD S-ILT OR DEBRIS TO BE DEPOSSITED ONTO PUBLIC OR fONTANA, CA. 92335 6231 VALLEY BLVD. FONTANA, CA. 92335 (909) 463--9580 PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WTHOUT PRIOR WRITTEN APPROVAL. (909) 350-6632 FONTANA, CA 92335 (909) 820-5598— UNDERGROUND (909) 428-8411 (909) 875-5100— TRANSMISSIONS 22. NO TRENCH BACK FILL SHALL. TAKE PLACE . MWrHWOUT PRIOR APPROVAL OF THE CITY INSPECTOR, EMERGEENCIES: (800) 427-2200 (213) 637-1233— PIPELINES (909) 357-6233— DISTRIBUTION . 23. A GrEOTECHNICAL ENGINEER SHALL CER71FY ALL BACK FILL COMPACTION. FAILURE TO C6TAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORPON OF THE WORK UNULL T�IE "3PECllFlED DENSITY IS 08TAINED. PACIFIC 8E1.1- CO. COMCAST,(CABLE TV) AkIZON FONTANA WAM COMPANY :WEST SAN BERNANDINO WAltk CO. INDICATES STREET CENTERLtRE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING S71REET IMPROVEMENTS. UPON ATTN: NORMA GUILLOT ATTN: JACK, HAYES 1205 ATTN: STEVE HOCK ATTN: MICHAEL J. McGRAW ATTN- LON TSAI INDICATES CURB LINE INSPECTION,OF' 774E SITE, THE CITY ENC71NEER MAY REQUIRE TEMPORARY NON—ERODEARLE SWALES EN7FRING OR LEAWNG 1265 N. VAN BUREN STREET DUPONT AVENUE, ONTARIO, CA, 1400 E. PHILLIPS BLVD. 8840 NIJEVO AVENUE 855 �. BASELINE ROAD 4NDICATESPROPERTY i -INE IMPROVEMENTS. SUITE 180 91761 POMONA, CA. 91766 FONTANA, CA. 92335 RIALTO, CA. 92377 ANAHEIM, CA. 92807 (909) 390-4738 (909) 469-6327 (909) 822-2201 INDICATES RIGHT—OF—WAY LINE 25. -THE �FINAL LOCAPON AND WID714 OFDRIVEWAYAPPROACH APRONS SHALL BE APPROVES AT THE TIME 0,F' 'CON, ST'RUCRON (714) 666,-54,01 FAX (909) 823--5046 INDICATES FLOW LINE AND SHALL CONFORM TO THE CITY OF FON TANA STANDARD DETAILS. ,26. ALL EXPOSED CONCRETE SURFACE,13,,SHALL CONFORM IN GRADE, COLOR AND FINISH TO -MATCHEXISlING CONCRETE. INDICATES 2.1 SLOPE, 27. THE SEWER CONTRACTOR SHALL STAMP AN "SO IN T14E FACE OF' THE CURB AT THE LOCARON OF THE SEWER LATERAL. 10 INDiCATES LOT NUMBER 8. NO CONCRETF SHALL BE, PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND TC INDICATES TOP OF CURB APPROVED. F QFL 3ML- FL INDICATES FLOW LINE 29. ALL UNDERGROUND UTILITIES -Y-IALL BE INSTALLED, TESTED' AND APPROVED PRIOR TO PAVING OF' STREETS. IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND FS INDICATES nNISH SURFACE 30. Af,"PROVED SOIL STMANT ISREQUIRED, UNDER ALL NEWASPHALT PAVEMENT PRIOR TO PLACEMENT. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS B A S-1 -5 _Q, E _Q E A, R-1 N-, - Q" _: INV INDICATES FLOWLINE NVERT ELEVARON PROdECT INCLUDING SAFFTY OF ALL. PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 3f. PAVEMI"E'NT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REWSION AND APPROVAL OF THE CITY ENGINEER CON'TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL THE 8 EARING ON THE CENTERLINE OF AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION (X7 ROUGH GRADING. DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS FROM A tA BASELtNE AVENUE, BEING N 90`00 00 ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WTH THE PERFORMANCE OF WORK ON THIS E, WAS USED AS 7NE BASIS OF 32. ACTUAL 'rHtCKNESS OF A.C. PAVEMENTANDIOR BASE COURSEMATERML FOR STRUCTURAL STREET SEC77ONS SHALL BE PROJEM", EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, REARING FOR 7HIS MAP. RECOMMENDED .8Y.A GEOMCHNICAL REPORT AND SUBMITTED TO, THE CITY OF FONTANA FOR -APPROVAL UPON COMPU-:710N OR THE CI TY OF FONTANA. OF ROUG14 GRADING. �TOC 3,1 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BF- RAISED TO FINISHED GRADE By EHE PAVING THE' EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LITY PIPES OR STRUCTURES SHOWN ON THESE QUAN77TY,E'STIMATES ARE. PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE CONTRACTOR UPON COMPLE77ON OF PAVING, PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, DEVELOPER ONLY. THE CONTRACTOR IS 34�1 UPON COMPLE77ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER THERE ARE NO 1-"_XlS71NG UTILITIES EXCEPT SHOWN ON THIS MAP, THE' CONTRACTOR IS REQUIRED TO RESPONSIBLE FOR ACCURATELY ESTIMATING TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. TAKE DUE' PRECAU770NARY MEASURES TO PROTECT THE UTILITY LINF,3 AS SHOWN AND ANY O'TFIER QUANTITIES OF ALL CONSTRUCTION ITEMS LINESS NOT OF RECORD OR NOT SHOWN ON THIS DRAWNG. PRIOR TO EXCAVATION THE- CONTRACTOR AND MA7ERIALS REQUIRED FOR THE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLAC,-E 1ANDSCAPINNG, SPRINKLERS AND SIDEEWALKS AAFFECMw BY Tjq�ffi. SHALL CALL TOLL r,.REE, 1-800-42,27-4133 TO VERIFY THE UNDERGROU10 LOCATION OF OAS AND COMPLETION OF THE PRO%JECT CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. TELEPHONE LINFS AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. 36, AS—BUILT DRAMNGS SHALL SE PROVIDED BY THE." CON'lRACTOR TO 71HE ENCINIEER OFRECORD, ffl,40 SHALL PROWDE-RECOR0 DRA'MNG'S TO THE CITY' ENGINFEER. J..m Ll 1"000e,