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HomeMy WebLinkAbout6299-1STFi ET IMPROV9MENf QENERAL NOTES NL WORK SVLL RE N OLCORDNICE WITH MCSE BONS, ME CITY OF FOXTAAA SRWGRD PUNS, ME NNRLAO RMASONS ONG 11E SRNIDMG SPECIFIEN-5 FW PUBLIC VORRS GOIAIRUCRM ('OREDI BWn, ALL REFERFMC£ SPEC61GA1KNS AND STANMID: SVLL BE ME WET NI1ER! UNLESS OTIOM6E XOIEG. WHEN A TEWNIGL WAUCT S MoD M EAST N ME CONTRACT DGWMI T FONT CM NOT RE RESE YCU BY REMBORE TO FRECEOBICE PROWSMS IN THE 'GREEN BOOK', ME CONRMTOR SIWL IMMEDMTELY REPORT WD CONFLICT TO ME CRY OCHER fW PEAILMDR. ALL I-O S AND NEMODS ARE SUBJECT TO THE APPROWL OF ME CRY ENWEER. CORS11NCIOn PfMJ1M SI L BE DOWNED FROM THE CRY OF FWMMA IDMMUNW DOODPMEM DETWEMEIB, CWNECRING 0W SK PRIOR TO THE SORT OF M!Y WORK, I16PECON G RDWGRON SHALL BE REOUESIED AT (PAST FWD WORKING WS MM To THE 2. THE CGNIAACOR SAIL WAN A PERMR TO PERFORM UWATON OR MUCH NOW FOR TROMES 5 FEET OR DRUM IN GERM R. THE WNL9 MID MM OF ALL EXMOMKINS CREDITS 1HAN FINE (5) FEET IN DEPM SNIL BE GMIRDDD BY SHABNG, S DPIXG OF ME GROUND OR OTHER ARMMED NUNS PURSWII TO ME REQUIREMENTS W ME DMSOM OF INWSIRM SAFETY W ME SWE OF CRIFONIW TERC16 LESS TAN FIVE (5) FEET SAL ALSI BE GWDED WHEN REPORTAL LYSS MR GROUND MOVEMENT. S. ND MEHAL W EWPNEM S1 BE SNMED IN ME MOM RKNT OF WAY WITHOUT DBIDDING A SPWUIE PERMIT MR TUT NMV)9= TOTE LOPJ{IIW0 OF UIIME SOAK HAVE BEEN DETE MNCD FROM AYWUBIE INFORMA Oµ HMEVER, IT SULL PE THE RESPONSISNY OF ME GRO-TOR TO GENUINE, N TIE TELO, ME TRUE LDGISN AND CLOAIW OF ANY USING URURE, AND TO UBACISE PROPER PHECAMION TO ARMS MMADE THERE S. ME CONTRAGIOR SVLL COITALT UNDERGROUND SDMCE AIPRT AT 1-0]0-2D-28W TWO tWMGNG DAYS BEFORE DOMOON. 11.TIE O0NG MR SHML COM - CONSTRUCTION WOH ALL UTUDY COMI-IES IMCGGING. BUT NO UNIEO T), GAS, TCL RITE, ELE Td1, GRIP 1U£YLgW, 1AM-P.G. UMMCAPE RRNk1SN, DOMESTIC WATER, RECWMEG WATER, GGRX STORM DAMN, FLOOD CONFIRM AND GL1RANS ALL RUDY WMPANFS SHALL BE OMEN TWO WORKNG GAS ME MDR M WORK MO ND MDR DONMPo R SWLL COOS. E MM TIE AFROPWTE MAZER COMPANY MR VNVE DPERAIDN AND — REWIREME ls, G IMVE CONSTRUCTION CONRO. STAKES SIWL BE SO BY ME ENANEM TO ENABLE 11E CONIPILMR TO COMSMLOT TIE NOR( TO ME PVN GWOES ME CONTRACOR SIMLL BE RESPONSIBLE MR ME PRESERMTOM OF BENCHMM NS AID C NSTRUCOON COITOL SFWONO DURING WNSIAUCOX IS. IN WNTRACTW SAIL NOT DISTURB MIND SURAX MONUMNS. MOROMAT TES OR SUCH CORE WIIWUT PROR NOTTGTOR TO ME CITY ETCHER I2. REMOVAL AND REFIACEMENI W EOSTN9 SDIWO CONTROL, INCWNNG WI B MONUM M MONUMERT TIES AND BENW WRAPS, SVLL PE GORE BY A REGISTERED WL ENGINEER OR LICENSED AND SURAYW. SUM MONUMENTS TUT MILL PE SUMMED AS ILTHE CDOMAVTW SIML PROWUE AID RONTAN AN EFFECTME MEND W DUST CONTROL. INCLUDING ADEOGTE WTERNO, M ALL TNEs 20.ML GMANG OPERAMINS BOLL BE DISWNRNUM WIN SUB RIND MM) YDDCME DR END 25 MITE PER HOUR 21.TIE CWIHMTW SLVL NOT CWJSE Ott EXGWATD WTEBV, WD, GILT DR DER6 M BE DEPOSITED ONTO MOM OR MMAR MA CEONCHXICAL ENGINEER SAIL CERO Y ALL BACKFLL WLAICIDN. FAWRE TO OBWN ME REQUIRED DENSITY SHALL REWIRE RE -WORKING OF TUT PORTER! OF ME WOW MTL THE SPECIFIED DENSITY 15 GRINNED, 2ACNE BOND BE TA'EN TO RETENT GRADES, DRCIE, AND STATES MGM UNOERININC STREET IMPROVEMENTS UPON INSPECTION OF ME SR[ ME OILY ENMrEER WY REWIRE TGPORNN WN-UORFOBIP SHAPES ENTERING OR IEWNC IMPROVGENIS MTIE RUL LDOGIR AND MGM OF WNEWY APPRGW APRONS SHWL BE APNMID AT THE THE OF COMSTRICFIGN MD SHVL CONFORM TO ME CITY OF NMWAA SMNGWD DEALS — ETPOSED CONCRETE DURSCE SHNL CONFORM IN GRADE, COLOR AND FNGH M MATCH O61N CONCRETE D.11E SEWER CONMMMR SHML STAMP M T IN THE FACE OF ME CURB AT THE IDGTION W ME SEVEN WE3ME MRO CONCRTE SVLL BE RACDD UNTIL THE EONS AND SUFMOIW Sf HAVE BEEN I-ED, INSPECTED AND APPROVE. 29.ML UNDERGROUND RIME SHALL BE INSDA= TSRD AND APPROWD PRIOR M PMXNG W STEEPS MAPNOED SOL STERIUIIT 6 REWIRED UNDER ALL MEN A9'WLT PAVORIT PRIOR M PASEM M. M2 ML MONIES OF All GYFMOT AND/OR BABE COURSE MAMDL MR STWCTURM STREET SECTIONS S A GEOTECHNIGL RDtlO AND SIBNf1ED To THE CRY W RONAMn MR APFAOAAL UPON COMPUTI N W RE STREET IMPROVEMENT PLAN PM 20499 SANTA ANA A VENUE AND BANANA A VENUE A . -AGGREGATE EASE A.C. -ASPHALT CONCRETE B.C.R. -BEGINNING OF CURVE BLOC -BUILDING B.O.W. -BOTTOM OF WALL B.W. -BACK OF WALK GLF. -CHAIN LINK FENCE CONE. -CONCRETE C.F. -CURB FACE C.B. -CATCH BASIN Ri -CENTERLINE E.C.R. -END OF CURVE EXIST. -EXISTING E.P. -EDGE OF PAVEMENT F.G. -KNISH GRADE F.F. -FINISH FLOOR F.L -FLOW UNE FINISH SURFACE F.H. -FIRE HYDRANT C.B. -GRADE BREAK H.C. -HANDICAP H.P. -HIGH POINT INJ. -INVERT M.H. -MANHOLE N.C. -NATURAL GRADE V -PROPERTY LINE PIS -PULL BOX P.P. -POWER POLE R/W -RIGHT OF WAY R.D. -ROOF DAMN TRANS PAD -TRANSFORMER PAD T.B. -TOP OF BERM S = -SLOPE S.D. -STORM BRAIN S.L -SIGHT UNE 9.LT. -STREET LIGHT T.G. -TOP OF GRATE TC. -TOP OF CURB TOP -TOP OF SLOPE TOE -TOE OF SLOPE WM WATER METER WV -WATER HAVE AMITY CONTACTS SAN BERNARDIND GDDNm F mD 825E TURD STREET. ROOM I40 REDLANDS, CA PHONE: (909) 335­7965 ATTN: ED EANTUAN AM IZES VAN BUREN ST. MISS ATTN: LEE OUE FONTANA. CA 923M 33.M1 WNHWS, CIONWT RAMS. COMERS AND VOLVE BORE SAL BE BASED M FN61EO MUSE BY ME PAWNG CONTRACTOR UPON CONREIER! OF PAWING 34.UM COMPLETION OF CW6IRUCIION, CONTRACTOR SHALL REIM E ML SMING, STRIPING. BARMCADES. AND OTHER MWIRC CONTROL PHONE (BOB) 549-1- ATTN: JEFF HUDSON EME-WARNEEL DEDUCE M ME SATSFACRON OF TIE CRY TRAFFIC ENGNEE. CENTER COURT OR. BTH CRRITOER OOt COURT FL 3 WKF /LTM SWILL ffIOLATE MD/W REPUDE UNDECAPING, ON OF ME CITY ENDNER. SPRINKLERS AND SIDEWMKS AFFECTED BY ME CONSRMLTIW M THE PHONE (562) -- ATTN: JWN CHRISTIANSEN 38.A5-BULT DRAWNW SWLL 6E Rq/DE BY ME CONTRACTOR TO ME OILY ENBIKR M THE EWINOR OF RD:WD, AND SINLL PROADE RECORD D-NGS FONTANA UNITED SCII SO. CMUS AVENUE FONTANA. CA 92335 PHONES 357-500D 29455 OWNER: SOILS ENGINEER: (909) X ATTN: STERRI WHITTEN W BIRTCHER BANANA NNE. OWNER LLC GEDTECHNICAL PROFESSIDNALS INC. Eaa 9EWES0 unL Tv IDOFR NOR, SURE >m 573E CORPORATE AVE. 60J5 KIMBALL AVENUE CHINO, CA 91708 P (BTU) -R. CYPRESS, CA DD83D PHDNE()14)220-2211 F :()14)220-2122 AM" (909) 993-1696 TIN: UZA MUNOZ FONTANA, CALIFORNIA INDEX MAh SCALE 1" = 100' EAST. WATP rEROt T. -o GM WREATG»YN / / / msl. FIFE of Al. MVuvlf MOT. .11 AND O6', B.-SEMEN STORM ORMN Xr-. EWx. snMEr uMlr EEO. REWDE xAIHGRF 0 oan. COLT �_ sT, w,TEx LINE ED tiNI MOR NOR W . SIN 1 East. ws raTE. O G NEAP DOOR eau o Easr. M.VL Nmt N �� GONSIRUGIIW NOTE WBME .-R �o- -RE E G W MSIN 4 ONE NWtx RNAUR'IIORZED CHANGE& AND USES THE ENGINEER PREPARING THESE PLANS NLL NOT BE RESPONFO SIBLE R, OR UABOM FOR, UNAUTHORIZED CHANCES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS CONSTRUCTION STAIONO NOTICE SITE BOUNDARIES EASEMENTS DRAINAGE DEWCES. RESTRICTED USE AREAS SHALL BE LOCATED PER CONSTRUCTION STAKING BY FIELD ENGINEER M UCENSED SURVEYOR. PRIOR M GRADING, AS REQUESTED BY THE BUILDING OFFICIAL, ALL PROPERTY UNM. EASEMENTS, AND RESTRICTED USE AREAS SHALL BE STAKED. NC/NITY MAP STREET IMPROVEMENT CONSTRUCTION NOTES C JANRTYL © PROTEST IN PUT£ DDS'RNE NMEAE M (PE EMI). X/A O WVOUT M JON DWORG 1,BIB LF O CWSIRO T 75' MINNUN NLL DEPTH M PA4EMENT 302 SF OOWN D MSFNG A PWOm air MR DEPTH AND — 0.17 NN. THOR AC TO N.Cff 1RNTC UNE FEB MTM SHEET 2. O COMSROCT IRDSMED COMLERBM-NDUSMM OMWWAY PMKW.AY F� ZOEWHIf PER CNY OF POrTANA SO 1.1, SE GOAL 5 OR OMSWET P.CC. SD— PER CRY W FOMAW SN 1006. 2,493 ff 7,135 SF OM1S WT 0' CURB AND GIVER PER ODY W FWTINA NMMU SN, 1005 8 COMSTROCT OURO RETBFN ax s RNP PER CRY OF PROPOSED RITE BDCf PER SFPARAIE LYIDSGPE Aµ 1,425 IP I u N/A RBIDM2Y IEPM W EROOR MIMIC SEE NBC SOW BUN RV N/A 8 J�� N. ONCON BTPoICf DUAO VEYEM 01£R 1Y TIN. OF SEA RAJ12M9 COMSTRICf 8' HM NIX ASRULLT CORMTE NXE PE COY OF 1 FOMTRMT W. IWI J003. �E— GOPFESOrI PER CNY OF FWTINA SI0. ED U 2 U OCEN - 4' ROLLED CURB FOR FIE GEPNGMEM ADZ4 PER E ML 1] OR STET 2 24 IF OFOR. ENSRXG POI£R ME [ ASLDAIFG MAIRIFNNYFS ADEREFOOND AWED PINES (M PE C ORDES W. DRURY DU.) 10 U O MbME ENSTHG WTER SEANCE CW AT WK 11 FA — COSTING FIRE SERVCE CAP M MON 1 U O NEW.£ EXSTMG SEWER URAL CAP AT MMI. 2 U O WOE DE DNC 11EE 31 U O NEW.£ fWSTING MNL BO% & POST. to FA O IEMDE EWmxc FGIi 1100 Ir 2Oi RELOCATE E1051NG SON, 2 FA 8 PEMOE DWTNG 6R LLT PAID M 12,TOB SF GMSTROM 6' MW LtlrKIER S.—PER NO.- QIT W PDXTN41 SI0. IIDB (B' MDK NR FIRE ADCESS). RENAME DOTING DBE APBDACH IDIADAE EXBTNO GTCH BASH AND LOLL OEPRSSON pµ SF 1.172 SF I U ��^4 PROPOgO SHEET LDM PERSPARAIE PUN. VA PRWOSFD Mutt SEANCE PER SEPARATE PVII N FEWM. N/A (1 NOPoSD PUBM FIRE M9WJR BY NMAU VKHTE 5U( SFPAWE PLAN @ — N/A PRWWFD GTW BASIN PER SRARAR PVN. X/A PEIDCAIE DDSA6 FIFE HIS BY FOMMU MAZER, PER SEPARATE PUN 8 POINT. N/A SFEEF INDEX( I TILE SHEET - GENERAL NOTES. CONSTRUCTION NOTES AND LEGEND 1 DETAIL SHEET- TYPICAL S.MMS N DETAILS 3 SANTA ANA AVE. FROM STA 13+30 M STA 23+07 4 BANANA AVE. FROM STA 30+51 M STA 30+02 5 BANANA AVE. CROSS SECTIONS 6 SANTA ANA AVE. CROSS SECTIONS PRIVATE EIJOIMEER'S NOTE TO CONTFIACTOR THE EKISIENCE AND LOCATON OF ANY UNDERGROUND UTILITY PIPES, CONDURS, OR STRUCTURES SHOWN ON THESE PUNS ARE OBTAINED BY A SEARCH OF THE AVALABIE RECORDS. TO THE BEST OF OUR KNOWLEDGE MERE ARE NO EXISTING UIILMEs EXCEPT AS SHOWN ON THESE PUNS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PREGUTONARY MEASURES TO PROTECT THE UNITES SHOWN ON THESE DRANNGE. THE CONTACTOR FURTHER ASSUMES ALL UABIUTY AND RESPONSIBIUTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWNGS. CONTRACTC4 AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY NOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT. ERODING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE COUNTY OF RAN BERNARDINO. THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND A UABINY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LMMUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. MCN22-103 / ELPC22-053 Lwo ur NrwNINLa: T eAvs a<erARlvGs AGW 2I2s siMIET'rs //z ( A zavE 4 H Q+W /Res tMN BAsm LcnMLr �TxEm ccw/MuoMxr YMYUC nEFEAErvtE srATrcNa' (caes) EWzn' 1aA•As asExc AxW2N ez'.zs'r/" wEsr J (N) RED NOE1N AYWIN o02a''W G.W. ("MO EPOV ff3Jw uARK: LO2Y OF iDNTAAd 6EIVL'HMAMK N0. 365' FD, 1r.2 snr. M PP�smsoe Ar mWZHNEsr GYxWEM rs swzA bW ALEnue AxwavD AFEM/£ (Pm smEEr MMJVENENr PDW / 34B]J. ELEVAAGIY = 965.46' (COP Or j6M) �T(�� T((((/f�'�� A TTT(���}}T(����j� 1\�'I �j( � IT�,1(� �/ �V luU DIALx BEFORE YOU DIG WO AXE BY �ME 0—' XE M SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH N A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAN TO BRING THEM INTO CONFORMANCE WITH STANDARDS N EFFECT. XRDFE53rDR� [� 5 e F �^.'^ + xGc Ro. w1s * . 6.. rz-T-W a >� C y1L 0 P Ao DP CALV vrs PrsH wa., ma SU ie. m : Thieves Enginee�ng Inc �mw'�""/+M"'w"'n /1 �-K REIxHARo sTExzEL RCE xo. s61ss CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN n OwD BMADIA MENUE .2— AU AYENNIE PM 20499 xNM y o= ESRWTEs I8 SHOWN q1D uA1E s/c/rza Mv. F� ®s1Fl DAM Dm arr GM om® e. JP '�"' `L' ATDe/15n02G _ 6.2� 1�