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HomeMy WebLinkAbout2411-1L-2 0 m] GENL.I�AL NO12�2' 1 ALL FOR RU�iC WORKS CONSTRUCT/ON R�EEN BOOK T ANDS HE CI7Y OF FONTN A fN- 01NEEAWt NSa%MN STREEI IMPROVEMENT PLANS CONSTRUCTION NOTES & Q(1ANTI TI ES SMNaMV SfEEClf7CATIaVS ALL IN f FELT AS OF 7HC AOPROWC a4TE Or THESE PL "S 1(}-- PUCE .3" AC OwR 12" A//A! comox nTLSO SO/L.......1, 695 rms 2. CONSTRUCTION PiR- (WITS SHALL bLc OBTAINED FROM THE C/TY OF FONMN4 ENGINEERING 01W516W e'W WMT aW T SIAWMW MCAMMUN PRIOR TO START OF ANY WORK W 7HIN THE 6'17Y LIMITS Q-- CONSTIPIvr 6" amv & alrr R am CITY or 15702 FONTAAG4 SID. D1ETAlC A40. 101......................................� LF 1STA711GW//VG' REFERS Tib 7HE CENIERYlNE SIRPl�ETS' EXCEPT l!�?YERE OTHERWISE NOTE1?. TRACI NO• 0--- ccwsmwr 4' Nom- S/L nwor PER ol7r or FONTAM SID. aFrM 111b. 1054 ................................2.7, 5%V SJR 4 CURB DATA REFERS TO THE FACE OF THE CURB. Q- aWsnWr 5' cRrtss cUT7,M (SID.) crTr Or I ALL EXPr7SEli LIE sUR�ACEs SqICL caWi" ,w C%caCaf, .moo FNI.W 70 ALL FON7,'-OW STIP LacTA/L Mo. hN ............................. 1,160 -gr 2 E4 A lOhwG CURBS AND S1016WALKS. 5 DEDICATION OF THE SOUTH SIDE OF EL CONTENTO AVS 5 CGYVSlIR'/e'T RE5/GFN7M A4/{EWr PER C/TY Or W PER TRACT 15702 /M OVL'MENTS PER REVISED STAT I'MrAW SID. ZL47A'C Agfa 102 ...................... (5184 SV 7.2 EA S. PAVEMENT SECT/ONS SHOWN ARE ti//N/it1Ui1/ AND SUf.�JECT TO RE7�13'lON AND A)'I'JQ�'Y.�1L Gig' 11�i!" q �i C�" y JyJ, g, 1 66 / 1 g - 1 g IMPROVEMENT PLANS OR EL CONTENTO AVE. 6 CONSTJPI'/CT 10' CURB INLET STRUCTURE PER TR. 15707 CITY AS Iffial FE0 BY SOILS TEST rAi,CN'PIER COMPLETIOV � ROZAC*�l G�LU!YG 1 >- ► 1 � >4-A CITY OF FONTANA D NO. 969 Q Z STOAW ORA�W aoW rt ZOC.& AER ftER SRCR�t aiFRr 51M. � m - 1 ml3� 36 W 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PARING OF SIR ff- TS: o ,t 1 > 20,E IrPE A.......................................................................... t zt p 0-- CONSTh'1'/Cr 6 CURl9 /ABET STIPUCTUhlr PL'7P TRACT 1570, .�.. v STOAW ao%W RYAN & ZOO& L FRRE'SSIOW tc" E! CONTENTO AVENUE C/Tr G)�' FA�VTi�iW SIU. L"T.0 121 .....................................1 EA, 8E IRESPOA6o&E FOR V0RF?'It�IG' TIDE' AC'T4AZ LOC4TION AND ELfM17ON /N THE FIELD Q A - -- - -.-- � - - - -- L.� PYACE S7R&7 �N W S16W � C/7r Oc FOWrA M R. THE WALLS AND FACES OF ALL EXCAI/AT/ONS GREATER THAN FIk (5j FEET /N DEPl7� Sf+d�ILL tom` (h2 E,t�` INSrAZLM BY CITY FORMS,) ....................................49 Epi EFFEC77kf-Z Y GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER � `.l-- CGwSmcr RMPED CURl9 REIURYV Rtw CITY or EQU/1�ALENT MEANS. TRENCHES LESS TH14V ROF (5) FEET /N DEPTH SHALL ALSO aF G1 *9" W 9 18 19 31 38 58 759 I-Wr 64 SM. MTAC No. 1044 (6" O 8" M44Tf ...........4 0 WfIEN EX4MINATION IND/GATES HAZARDOUS GROUND MDYEMENT VAY BE EXPECTED. a o 17 30 32 33 34 35 36 37 �I �-- CGINST wr Ii wpno CUm RE7uw Rtw a7r ar 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM FXCAlA770N OR 7,�f� OMW 4s z 39 cQ ` FONTAAN STD. GiET.�,r No. 10 4 (6" a1�Y TRJ4NS%.............6 E.4 DESOR/BED /N NO/7- 9 A90k1E FROM CALIFORN44 STATE 010IS/GW OF /NOUSMAZ-W&-7r. ,SEE' I f 20 S ET 4 0� 4 57 jt 60 &-- RfWW EX/SPW 01*V hFWAWS & f/. C. , S STA VA,, ,0 SPECIFICA71-O NS FOR PU91/C WORf(S CONSTRUCT/ON SECTION 306-1.1.6. f'M776 �Y ..S4NC'UT EXISTING CROSS GUTrE7P - - I 29 - �u- DRM 40 0 �-- Caysmwr s, cross 6vrff P (sm) Riw arr ar 16 S ET20 11. ALL MANHOLE FRAMES AND CODERS SHALL BE CONSTRUCTED SIX (6) INCHES 9,6ZOW I 5 �; � 61 FOWTAAM SID. OEW Ake 10�f A0MaFM0............... 4M JW 1 Eat GRADE BY SEWER C0N,)R4C70R AAV SA4LL AF AW -Ti -V O 6ANi2E BY PAl ':1�' C6WT84C'TOR � Ly �" INSTALL ST01A S/GN .SyP-1) N9'11�/ STAR 8w ......................... ) EI .ITER CO�LETlav OF PAk� W ( � 15 A 21 28 � 55YA � (TO AF /NSWLED BY CITY Fati'L'ES) 12. REFER TO C/TY Off' FONMN UNDERGROUND UT/L17Y LOCATION STAND4RO DETAIL 12.5 � � � 41 f�, � 54 �- INSTALL 5" LUA&V 0AMACNbW STRUT' L�YT ''� I r 45 44 43 42 b 62 Rfp STREET LIGHT PUN I � 2 11 1W C0N7RAC7n%5) SH&L COOR"WG Z- COWSTRW776W #Y7H ALL UMIP7ES AND OTHER I 2 27 c IMPROOEMENTS INCL UD/NG BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTR/CAL, L/6HPM9 1, i 14 n I 0 2 o O 7Z' -Zf ISION CABLE, LANOSCAP/NG LANOSCAP/NG /RR/G�4T/ON, DOMESTIC WATER, RECLAIMED o � 51 '� 63 WATER, SEWER, STORM ORA/NAGE, fL OOD CONrh`OL SYSTEMS, ETC. 2'3 26 E,,, 50 5 64 14. WATER 1/AL kF CORERS SHALL 8E RAISED O GRAOF BY THE PAWNG Ct�NM4Cr6W.. 13 W 46 47 48 ¢9 / /5 THE CONTRACTOR SH4Z SUBMIT ALL AS -BUILT /NFORM4AW TO TWE ENG/NNOP OF R£CORO. TWE EN01NZZW U 65 00 WILL REVISE RECORD DRAW/NGS AS REQUIRED AW fti S&AWr rh EW A0 THfE GYTY FAR R,W6 ARE" ti � �-- � 24 25 � FIML 0/7Y ACCEPTANCE OF THE /A/PROW-MENr. W 67 19 LOCA PON OF ORI12rWAY APPRk9ACH APRONS 1191L bF DfE7FA WINfD AT Th/E > 12 68 / T/ME OF CONSTRUCTIOIN AND SHALL CONFORM WITH THE CITY CK- FONrAIV SMNL WRD LLETA/LS - - 17. ALL EIGHT B /NCH SEWER CROSSINGS SHALL BE INSTALEDLAS SHOON THE OW Sf#FR � SHEE � 5 69 �- � � 5��' 11 ' 1717Y EAWWNr(P.U.E.) /MPROASME T PLANS FOR .7-11S PROJECT. W 70 _ 19 i 11 y 71 / � R/W R/W 1d AGL-Q�1. Z- STAKES SHd4LL br SET BY 7HE ENG/NEER O 6N48LE 7HE CONTRACTOR 70 CONSTRUCT THE WORKS TO THE PLAN GRADES. = 10 8 7 6 5 4 3 2 1 � 7 �' , 1.A ALL 7/WfPr COWRM SHALL 8L" A0hVTAflr Rt4F5t^VT 70 SM1 - RF 7S AW CITY CKMOOtY "7. NONCONFORMANCE WILL BE SUBJECT TO PEAAZ TIES AND FINES AS REQU/REO BY OROIA94Vf' 997 f _ 01 \ 2.ox 2.0 x 2 _ V CONTOURS SHOWY 84SEz7 6W TiW IY,4NS REPI4ESENT C6WZVr1 NS PRICW 40 OR.4DYNG. REFER TD GRADING PLANS FOR FIN/SH AND ROADWAY SU90AAOIS -- 21. PERAf/T3' .SHALL BE OFrAiW D fTi'W THE 017Y ac FWT.4I A"P1M 10 .4NY .----=� I NTE M O R STREETS C6INS7AUCT16W 6W THAs' PRGJMr.. CHERRY AVENUE _..._._. N.T.S. 22. ALL /O/PF LINE' CW SUBS7JQUCTURES OF ANY K/ND, ANO TELEPHONE CW POWER POLES, WA re "` TI 5.5 TERS, OAL 1/ES, HYDRAN7S, ETC., SHOWN OR NOT SHOWN ON THES MEE PLANS WITHIN 77VE LIAW75 OF THIS OfWZ OPMENT OR IN ADJACENT AREAS WHERE IMPROkMENT WORK IS TO 6F LaV4E SH4LL BE REMOVED OR RELOCATE -D AT NO COST TO THE CITY OF FONMNr4 I IT SHALL B£ THE OWNER S RESPONS/B/L/7Y TO NOTIFY ALL AGENC/ES CONCERNED. _ 10 RA i 1 r 101 ?..E AT 7AT Cnyf'LE77ON OF RV&tW GAXl}fW, A hf4TEi' WS AfP0Rr AAV Ti's USED STRUC7URAL SECTION SHAZZ BE SUBAr1ITTE0 BY THE IR?40r ENGINEER TO 1W C/TY OF FO%VrA40 R/W R/w. ENGINEERING DEPARTMENT FOR RfWf- ' AN, EYAL UAT/ON. APPROV,& WILL BE G/12 -N WHEN ALL STRUCTURAL SECTION REQU/REMEN7SVo4kF SPEW MET. } 2I. COA49407VN 7ES7'S' OF EA18 4NKA/ENT CONS7RWI7 7AYA- CH 84CffRL4 CCWPACT/NG 0AY611 W I � 9.5' 4.5' 20' � 20' 4.5' 5.59 GROUND, AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO 7WE C/7Y OF FONTAN4 o� 2 A WRITTEN REPORT W/7H THESE COMPACTION 1ES7S" SHALL BE SUBMITTED 70 THE C17Y OF ,��W 2 = - -�- FOR APPROOAL PRIOR TD PLACEMENT 6V- 84SE M417-RiW S ANDX6W SURF.4CIM22 + ?5 AT rl#- COMIW-ETIOW O1F" PAkfta A Ad47ERW S REPORT .SHALL BE SUBM/TIED TO 7HE t ENG/NEER OF THE C/7Y OF FONTANA ZISPNG ALL T£S7s = SO UTH R I DGE LANE OR Of7ERMIM17CWS COMPLE7FO TO k0?lfY N.T.S. A) R-11AL UE, SlfW ANAL YS/S, AND SAND EQUNALENT OR AGGREa47F BASES 04 (6 8O �� TI = 5.5 B) STABILITY, owCOYv7FNT, AND S/EY£ A/ w mis or ASPHALT SURFACING 010A UTILITY PURVEYORS - 26 ALL INSPECTIONS SHALL BE REQUESTED THROUGH THE 0/7Y 6Y- FONTAN4 ENGINIZAY/V 01WS16W 26 p 4640 /W Xv AT LEAST 24 HOURS PRlaP 10 17'YE START or ANr #vw (.�09) .yw-mio FONTAM WATER 61041RAMY ~ ' PF�'OSED BLOCK WZL SC,ALE.• 1-=100 R/W R/W �-R s€ ¢arE ?7. EXISV YAAOI OMfS MITI ATPD" 70 9E A0,AffM0 TO A Af-W i9ANOF• SAW Z 6E 0 KC 1680.3 SPR/NG ST.. FONTXIVA 120' WITH MATERIALS SIMILAR /N QUA1/71v TO THOSE IN THE OR/G/NAL S7RPUCTURE. 7HE C6N7RA076W 144r CONTACT.• AL 4'rR011N 13 00 RAISE MANHOLES To GRADE PR/OR TO PAVING BY /Wf' USE Old` METAL RING'S W� VH MEET W7# PHONE.' (909) 822-2201 47' 64 10' 37' • 7 THE APPROkIAL OF THE C/TY ENG/NEER. 14' 33' 22' 14' h M THE CONTRACTOR SHALL NOT D/S7UR8 ANY EX/SI%NG StlftFr MONUMENTS (INCL UDING MONUMENT TIES OR ��'/ Ll T�LEf'HQ c� � 2 BENCHMARKS, NOTED /N THE SPEC/F/CAT/ONS. THE CITY ENG/NEER SHALL /MMED,G4T£L Y NOT/FIFO IN TW fYfW 307.3 A0A�4lS ST. _ _ 27. 4.0 2.0% 2.07. 4.Oq ANY MONUMENTS (INCL UD/NG YOWUMf NT T/ES) OR 8ENCIIM4RKS ARE DISTURBED 041F TO 1 -Hf CONTRACTORS ORER4, GW. ,Q/VERS/DE, CA. 9250 _ • �"�' "� "' "�"` '�' ' p • THE CONTRACTOR SHALL ASSUME FULL RESPONS/B/L/TY FOR PAYMENT OF SERWCES NECESSARY 7th RE =£STAB[/SH CONTACT TH0�1 rQfRK � D/STUBBED MONUMENTS' PURSUANT TO THE l'ROfESSION& ENG/NEER S .ACT" p -W (,409) .359-2.5'35 o o�.r� B" cURe dt GUTTER PER REVISED PR/1/AT£ ENG/NL�ER S N©T/C£ TO CO/�TR,AG'TOr�?_ M LE E R RY AVE. srREEr /0110 D#vS SOUlWElr'N CAL /FORN,G4 EL?1.5'ON CO. L! ECENj FaQ A1UL6C1 PRY Ak£.' 1. ALL UNDERGROUND UT%LIT/ES OR STRUCTURES REPORTED 9,Y THE OWNER 6W OTH£R,S AND 7951 REDWOOD AliLr SLaV '" AW N.T.S C17r awa. No, 1147 THOSE SHOWN ON THE RECORDS EXAM/NEO, ARE SHO#* W17H THE/R APPRO)(IMA7F LOC4776W FONTANA CA. 92336 S4WT� AM cc ST LOOKING NORTHERLY AND EX7ENT. B C.R. AFaW MAW AF7Z*W A. C. ASP1�,N /W 6' WCi4f7 CONTACT FRAM STE`f�ART W D j (EXISTING) ?. /T SHALL BE TWE CONTRACTORS RES'PONS/B/L/7Y TO DETERM/NE /WC NA7ZIAF CK- EX/SPNO _ AVE C. R. EW C6W A1Uv o EX MG AtET STA. 10fl+Q0.OQ TO STA. 107+49.68 GROUND AND/OR THE FINISHED GRADE /N THE kfCIN/TY Cr THE PROPOSED 0CW57RUC1 W .� (gQ9% J57 52. IMMEDIATE[ Y PRIOR TO CONSI?PUCI%OyV. P.R.C. �iWT Or �7P,i�' G`LiPf�Lr � EX. 6iR'i4AEi#f" 11Pl�!' ,� THE CON7R?ACTOR /S REQU/RED TO TAI+(E DUE PRECAUTIONARY MEASURES 77� PrPO7FCl 1i�£ SOUTf�ERN CAL /PORN/.4 G4S CO. V � L r LEJ�T 1�rEX. f3�CA/ T14L� � ROM �! U77L/T/ES OR STRUCTURES FOUND AT 7NE SITE. /T SHALL BE THE CONTRACTORS RESPOI� OMWlY P. O. BOX 300,,1 R/W R/W PER SEPARATE' N.�LL PL"1P1�NT TO NOTIFY 7H€ owlvcRs CIF THE 417xLlTIES OR STRY/CTURES CONCERNED BEFORE START/NG RL=2OLANDS, CA. 9297,Y-0906 EL CONTENM AVE -x -X- EX 04W LhW fDWX so' WORK CONTACT.• DENN/S FREE�WANNw 5 U i N i n a - --� 1 a• 1 e' 1 e' 12' 4 THE CONTRACTOR SHALL UNCOVER ALL UT/L/TIES 7AOr HE ,VA y SE JO/N/NG, CROSSING 6w 017Y OF FONTANA DK SZ�r W`f4 S• Ez r, a r E4 7M r, NES7M r F. N. ,qr Hrror 10 % PARALLEL/NG PR/OR TO ANY CONS7H'UCT/ON TO 1/ERrfY BOTH HORIZONTAL AND I2rR7%C.4t � X 2R L OCAT/ONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO TiHf ENG'/ NVEER S •l � '�" 5fWEI? AND STORM/ DRAIN m Ar, Ar r Suer r, lAwrAm r E,rrsrhW CaWi�• � '! =� � . AITENT/ON PR/OR TO CG�IvSTBUCTION, OTHERW/SE THE CONTRACTOR ACGEP7�' FULL ( I. A CAI A8ASH AVEa t L --'F 11---•t 1 �� " " �- - RESPONSR&/7Y FOR ANY COS7S' OF REL OCAT/aN OR ADDITIONAL COS75' OF CONSTRUCRON.. 835.E SIERRA A l�E. . pr �--- LT. STD. EX. SrT. LA /i (EXI STING) FaNrANA, CA. 923.35 a �� [0"19' sew .9 vi mmi PHILADELPHIA 1 CONTACT.• PROJECT �i�l.4NAGER _ nder round Service Alert �° �" Q` ��"�`� W.M. Ex �+� , E� CONTENTO AVENUE �t.,aNs (909) 350--7610 P c. Aa�n,,vrn ClAf r CCW AF7F W v. EX. w7" mer!r N.T.S. 5-�`�IJ/L r DYE OR y 610VCASr CABLE D C41r# o4RpFESS/oN�I LOOKING EASTERLY M.T.=.tC, Cts: Toll FREE 1205 DUPONT Avg Cr. AO&V /A2W � LSSA �.'4. 6�1 �^ CONSTRICT PER CITY OF FONTANA REVISED DWG. No. 969 Ic ONTAR/O, CA. 91761 �, 9�, (REVISED JULY 1996) M e NS NS z 1�4e F,4�4 ��pQA9-c�5Q4 -SOD CONTACT.• PAUL CYR v NQ 53390 z � q� (409) J.90-47.38422-4133 EXP. 6-30-99 s TWO WORKING DAYS BEFORE YOU DIG �(�ru�� 0 t ca.Earrs BENCHMAM PLANSAREo BY, CITY OF FONTANA, CALIFORNIA CX VM?W-1W Or *UM?i41Pr AkEN-Z r �x RxR Sc WE OW RR/ 674,.320E LOC47ED Al- TATRACT No. 1 TRACr 15701 AfB 2611448-M /N7fRSEC170N Gtr .0W. W AkfMA7.41it7 'G DlfSIONED BY SOLE 6iEilAiiNi. MAW MULBERRY A{2rNUE, FNlSIlv�FiR/Pks PLANNIIvis �tXZ1/FY//v4� a 6820 AIRPORT CR. RIi/ERSIDE, GA. 42504 C- COVER SHEET N Gn'44 f 1 " E EZE1Ml/C1Y - !!B �' TEL: (404*88-0?4l FAX (404 M-05" L1 w#v BY ml;r VA ME, La" STREET IMPROVEMENT PMTS M.4Y 1995 R f. 55340 Ew. &1301" •L��-� i� ?- / 7 • u i REV. DATE DESCRIPTION APPR. DATE C- • C/TY ENG/NEER R.C.E. 25126 DATE 241 4 .� L�cr ,ow�wu�c �I.DW