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HomeMy WebLinkAbout2412-1GENERAL NOTES 1. ALL WORD SHALL BE OO)W hV AtYVA94tWE #Yr. / N1 lct M /S, rAf- SrAN17A419 Sf'ECh Ar16%T FOR PUBLIC WORKS CONSTRUCTION "GREEN B00I(" AND THE 0/Tr OF FONTANA ENG/NEER/NG ,01kIS/GW. SEWER STANDARD SPEC/F/CAT/ONS ALL /N EFFECT AS OF THE APPROI/.4L DOTE 01� THESE PLANS ?. 001V57AY1CTJtiN PE~7 7 SAWZ BLS' 08rAhVED F/ r' W 7)W C17r OF faVrA40 FACIAEZ?0W a$f.VW PR/OR TO START OF ANr WORIr N%THIN THE CtTY Ltd!/TS. J. STAT/ON/NG' REFERS TO THE CENTERL/NE OF STREETS EXCEPT WHERE OTHERWISE N07fR 4. CORB a 4r,4 REFERS TO THE FACE ar THE CURB 5. ALL EXPOSED CONCRETE" SURFACES SHALL CONFORM -IN GRADE, COL OR, AND FIN/SH TO ALL ALL/O/N/NG CURBS AND S101_W L orS. S. PAVEMENT SECTIONS SHOWN ARE M/ l&tlM AND S11,6VECT TO RfWS/ON AND APPROVAL OF ThF C/TY AS REQUIRED Br SO/LS TEST TAKEN AFIZR COMPLET/ON OF ROUGH GRAD/NG. 7. ALL HAVOC 0VW N'V W SAWL AF C0A4gf7ED P 70 A00W OF S7AVZ7S w 9. EX/ST/NG UNDERGROUND UTILITIES ARE AS PER AtIAILABLE RECORDS THE CONTRAC70- R S110CZ % — 1 BE RESPONS18Z,C FOR kf-Rlf nNO 7HI- ACTUAL L OC4T/6 W AND ELEYA/76W /N 7H1' FIELD. W S. THZ' ffALLS AND FACES OF ,&Z EXCAJOPOWS GA AT!R 7AOW A7kF (5) FEET tN LFP7H SNCL big" � EFFECT/I/EL Y GUARDED Br A SHORING SI'STEA/, SL OP/NG OF THE GROUND, OR OTHER EQU/VALENT MEANS. TRENCHES LESS THAN F/tom' (5) FEET /N Of PTV SHALL ALSO aF oa4oFbro w 3 1 d WHEN EXAVIMT/Olr'1/ INLNC4TES hWAgD1000S Gil AV A00'kF*fN_ T Ar CK Af- EXRFCri ?. v 17 10. THE CONTRACTORS) Sl/r4LL OBTAIN A PENNY TO PERFORM EXC400r16 +V OR TRENCH #0W AS u - DESCRIBED /N NOTE 9 AB0t2r FROM CAL/FORM/A STATE OIDIS10N OF INDUSTRIAL S41F7Y. SEE 2 STANMRO SPEC'1RCAT/ONS FCW PUBLIC NWOAS C5WS7RUC71W SE0176W "-1.1. S 16 11. ALL AMNHOZE FRAVE.S AND COVERS SAWL bF CONSM1107fD SIX 5 INCHES BELOW F/NISHEU GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE PAVING CON7RACr6W AFTER 610WRLET/ON OF PAWNG: � v m 15 'ow I?. REFER TO C17Y Or FaVrAII44 111144ER12iWA 7 417Z17r L"/7.W STAVLMW a1cTAf 1".. I.Y. THE CONTRACTOR(S) SHALL COORO/NA7F CONSTRUCT/ON WITH ALL UT/L/TIES AND OTHER 4110ROVEVEN75 /NCL UO/NG; BUT NOT bVITED TO, GAS, TELEPHONE, ELE67)?1CAL, L/GH17NV, 14 " TEZfVIS/ON CABLE, LANOSCAP/NG, L4NOSC4P/N6 IRRIGATION, 00MfSr1C &4TER, RCC 41dd&0 ( I < WATER, SEWiR- , STORrt / ORA/NAGE FL 000 CONTROL SYSTEMS, ETC. 14. WATER VAL 12r COVERS SHALL 9E RAISED TO GRACE Br THE PAVING CONTRACTOR 113 I. ► TW CGYVTRACTI? .Sf d4lLL S&~r AL .SIS-bm r hwo~rlov ro rw Ehtwo" or 1we i r 1w zA4wzw " WILL REVISE RECORD ORAf4W/NGS AS RE00RED AND WILL SUbWlr PIEW TO THE C/Tr FOR A/9990O& AFF01W W FINAL 0/7Y ACCEPTANCE OF THE /MPRVk:F-VA Vr. z 1A L OCA TION OF DRIVEWAY APPROACH APRONS W/LL BE Of TZ-RMINEO AT THE > I 12 T/A/E OF CONSTRUCT/ON AND SlIALL COlNF01�'r4r / ifiTH ThE C/TY 6K- FONrA401 SrRA04AV M7ACS 17 ALL EIGHT (8j INCH SEWER CROSSINGS SILL 6E INSTALLED AS ShV#W CW rhf- SE1il R � AA/PROVEAlENT PLANS FGAR THIS PROJECT. td AOE"QUAIF STADES' SHALL BE SET BY 175E ZNnWfER rO ESE 7W C'6W7AXC1TW 70 � C6W S'TRUCT THE' l4WOR,<S TO THE" PLAN ae4.aCS 10 19. ALL TRAFFIC CONTROL SHALL BE MAINTAINED PURSUANT TO SM7F REQU/REMENTS AND 0/7Y ORDIAkO Y 997 NOWCC% F0A%"4CF WL BE S1181ECT TO R71 NL T/ES AAfO -61 S AS' hE"QK © BI' 0APS44 2- .997 - � CONTOURS SHOWN 84SZ20 ON THE PLANS REPRESENT C'OWbYTICWS PRY6W TO GRAGIh1/G Af7Z74' 70 OA34b* G' PLANS FCW FhWS1/ ANO R6 4bW r S649CANOES 21. PERM/TS' SH4LL bF OBTAINED f7PW THE C/li' OF FONTAIV4 PRIOR 70 ANY CONSTRUCTION ON THIS PRCi1ECT. z;, 27 ALL R/RE LINES 6W SU8S7RC7Z1RES OF ANr oYIND, AA49 TEZZ-tc � 6W R #fR Raa IPTEP METERS, VAL AAPS, HYDRANTS, ETC., SHOWN OR NOT SHOWN 6W THESE PLANS W/THIN THE LIMITS OF THIS OEYEL OPMENT OR /N ADJACENT AREAS WHERE IMPROVEMENT WORT' IS TO B6" 00Nf' _ SHALL BE RE&OkE,0 OR REL 00A T!20 AT NO COST TO THE C/TY OF FONTANA r /T SAWZ h?C THC OM ERS RESPGWS1hW 17r TO NOTAF'Y .4LL ACEAC S C 2.. AT THE COMPLE71'ON OF ROUGH GRAD/NL, A MATER/ALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL 8E S619MI17-0 BY THE TRACT ENGINEER TO THE 0/7-r 6F FDI AW ENGINEERING' 0ERAR7;VE1417- FOR RfWCW AND fYXZ UAT/6 APPROVAL WILL 6W - GIVEN WHEN ALL STRUCTURAL .S'EC'TION RE-JU/REMENTS 17012r BEEN MET. 24. COMPAC17ON TESTS OF EM84NKMENT CONSTRUCT/ON, TRENCH 840!1/LL, COAIPA017NO ORIGINAL GROUND, ANO ALL SUB -GRADES SHALL BE PERFOAWf0 AT NO COST rO THE C/7Y OF FONTAA A WRI77FN REPORT W17H THESE COMPACTION =75 SHALL BE SU9A!/77EO TO THC C1TY OF FONUN4 FOR APPROVAL PRIOR TO PLACEMENT OF 84SE MA7FR/ALS AND/OR SURFACING 25.. AT THE COVIOZZWON OF PAVING; A MATERIALS 19fPORT SHW L 6W Sb&A#77ED 1O 7hLr ENGINEER OF THE Cllr OF FONMM L/ST/A49 ,oCi TESTS OR OETER&1N4T/ONS COMPLETED TO VER/f�'• 1/77L/7Y PU S A) R- VAL UE, S/EYE' ANALYSIS, AND S4NO EQUIVALENT OR AGGREGATE 84SES. e) srAbwl7r or awry vr, .sem- AA�4L Ys/s C� A.spr 4c r s � FONTANA WATER COMPANY 24 ALL INSPE0176WS SHCZ 6E RTHE EQIUESINO rHRa16W 0/7r Cr FONUM E?VGhid -~ ZVkfS1a16803 SPRING ST., FONTANA V CONTACT: NTACT: AL K RO H N AT LEAST 24 HOURS PRIOR TO THE STARr OF ANY #VAW ('909) J50-7510 PHONE: (909) 822-2201 27. EXISTING MANHOLES WH/CH ARE TO BE AL�IUSTED TO A NEW GRADE SHALL bF,00NE WITH MATERIALS S/M/LAR /N 0UAL/7r TO THOSE /N THE ORIGINAL STRUCTURE: THE CONTR. OMR MY PACIFIC BELL TELEPHONE RAISE MANHOLES TO GRADE PRIOR TO P.4V1NG' Br THE C/.SE OF d!£TAL RMCS "OV MEET W1W 3073 ADAMS ST. THE APPROVAL OF THE C17r ENG/NITR- . RIVERSIDE, CA. 92504 pelt rM- 6VN77?ACT6W SIWZL IWr ,015RJRW ANr EXIS71�l,'' SbWafY AlI !'IAff_N75 (>WYb M,1WMW MV ow CONTACT: THOM TORK BENCHMARKS, NOTED IN THE SPEC/FICATIONS. THE C/TY ENG/NEER SHALL /MVEOIATEL r NOT/F/ED /N E EYEVT (9 09) 359-2535 ANY VONUVENTS (INCL UD/NG MONUMENT TIES) OR BENCHMARA-S ARE OISTURBEO DUE rO THF CONTRACTORS OPERATICW. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PAWENT OF SEA- Wi-S AWCFS.S0PY A0 ME-ESri4 USN 01STUR9,EO A/ONUA/ENT.S' PURSUANT TO THE 'PROFESS10AW ENa44a_RS ACT" SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD AVE. FONTANA, CA. 92336 CONTACT: FRAN STEWART (909) 357-6223 PR/NATE ENG/NEERr F NOT/CE TO CONTRACTOR' SOUTHERN CALIFORNIA GAS CO. P.O. BOX 3003 1. ALL UNDERGROUND UT/LIT/ES OR STRUCTURES REPORTED Br THE P o#Af OR orhff? S; 41W THOSE 51100 V ON THE RECORDS CX A&V4,O, ARE SHORN W171 -17A-0-9 APPRaorl&4TE L OCA 1WV R E D LA N D S, C A. 92373-0306 AND EXTENT. CONTACT: DENNIS FREEMAN 2. IT SHALL BE THE CONTRACTOR S RESPONS/9/L/7r TO 0EMRV1NF THE NATUR£ OF ErISTINO CITY OF -FONTANA ENG. SERVICES GROUND AND/OR THE FINISHED GRADE IN Th£ 1NC'IMTY GF rhel- PRW0SE© C6WSrAtCr10V A01VA- (SEWER AND STORM DRAIN) /�DA4TEL r PRIOR TO CGWSTRUCTION. 8353 SIERRA AVE. J. THE CONTRACTOR IS REQUIRED TO 7A- lrC DUE P1FEC4U71_0N4Rr VF4SURES TO PROTECT THE FONTANA, CA. 92335 UTILITIES OR STRUCTURES FOUND AT THE S/7E /T SHALL BE THE CONTRACTORS RESPONSIbW 17Y CONTACT: PROJECT MANAGER TO N07h9' 7HE Olin AE/ CK- Th/f 0171/rtfS 6W Sri'Pr 71—ARES' COINCERNf© &cFOAY- STAR,011W (9 09) 350-7610 WORAi COMCAST CABLE 4. THE CONTRACTOR SHAZL UNCOVER ALL UTILITIES THAT HE VAr 8E JOINING CROSSING; 6w 1205 DUPONT AVE, PARALLELING PR/OR TO ANY CONSTRUCT/ON TO VER/fr BOTH HORIZONTAL AND VERTICAL ONTARIO, CA. 91761 LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENG/NEER;S' ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE 77F CONTRACTOR ACCEPTS FULL CONTACT: PAUL CYR RESPONS,61U7r FOR ANY COSTS OF RELOC4TION OR AOl1ITt01W COSTS Of- CONS7AUC7AW ( 909) 390-4738 Smi" a.d Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BASIS OF BEARINGS 7A Lc 46WMAIt1Aim a►r AWLa 9 Wr AkF10 EC PER TRACT 15701, M.B. 26�4d-Sa ADW N QD'"'fl E IMPROVEMENT PLANS TRACT NO. BENCHMARK 15X0,2 kw�Ap Tv'm 5' DEDICATION OF THE SOUTH SIDE OF EL CONTENTO AVE. R R JQOA42- cW PR1 S74UA5*- LOC'i47ED Ar ThiF /NMRSEOMON OF Ah4C W AIiNOF AW A&AafR- RY.4417A . EZE O W - 018 40 0 39 cr_ Z LEGENW PIPE ZONE B.C.R. 61-6W 01/AW A 7Z49W A.C. A.99W 710 000WRLr7Zr -V--M DI 0--M E. c.R. 1W MAW AF7Z.*W O EX. A4AMac /AKET P.RD RaW ar AF19WJ • CX~ � Ex A"34l rAr nww UCATE & OM -bFS4C LOTS: VILLA \ CRUSHED AGGREGATE OR Lr L&7 '�r EX. PJ4LA/ TRUE" Rr /wa/Wr —X—X—X—X— EX. CA04W Lh W FfAIX a afV7i2w-A1 r E.lrJ57,iw AMAi!llrC Ez r, Orr E4smn r, MEE37EJPlr r 40+ F H. IXW h9vogwT SL r, At r solv7 r, Avw7h2r7PY r EX/S7AW C>✓A0902- �v aF- 06M 0-- LT. STD. EX. Sr. L16wr fr ROW LAE' S/W FIX..S 0941 /' ET Evac or Apel ow W.M. E.l: A W7M Af7EP P. C. C. R6W7Z4W CEA&Wr IN. V EX. NN47ElP 00v kr Gv 011e Q4SAY 0AoW EX. AAV 1AXE R R JQOA42- cW PR1 S74UA5*- LOC'i47ED Ar ThiF /NMRSEOMON OF Ah4C W AIiNOF AW A&AafR- RY.4417A . EZE O W - 018 40 0 39 cr_ Z .Sze` ,SPEC/FIC N07,_' z ALL ovw -Qwz Br paw AV /l!w 7wir f!'Aw,, 7w STArMmw F6W P11MIC MOAWS CONS7RUC77ON "GREEN bMW, " AND THE C/Tr OF FONTA/I 4 PUBLIC WORKS DEPARTM7VT STANLKW ,SJPE"C)M471GW.S ALL AV EFFE'C'T AS OF 7hF , P)995W a47£ Or 7Af:W PLANS. ?. ALL /NSPECMNS JQWL 6W RL"Q&MED 7AO996gy 7hf- MY OF fONTA/W fA GYNEE?9W ,&W_9W Ar LEAST 24 Max RAMW 70 rw suer 6' A/Vr Nvw, ('",) i50-- 61a I ALL EZEWIVNS OF EXIS77AV SEAVR 4IMPY /NkER7S N?VEW 6VNW0716WS NU aG'CW .ASNLL BE IER/f7E0 BY 77C CONTRACTOR PR/64 V THE SrARr Or AW 015W. )W 677r £1VYsYWFP SAMU 8F Ao(01'h €O QF ANY af"W W AAWZ94TEZ Y. A THE CONTRACTOR SHALL S116M/T ALL AS-BU✓L T INFORM417ON TO ENG/NEER OF RECORD. THE ENGINEER OF RECORD WIZZ RfK5Z- RECORD GY AWINGS AS RE, W, CO AND #%L .SZ "f Tz/ 70 0/7Y F6W APPROOW BEFOAF ,47A 4L C17r ACCEPTANCE OF THE 14oPR0kFVEM. I CONSMIC770N PERF!/75 SAWL AF 08TA/N£D FRW TH£ Ft NA40 PU6i e #VRWS LaF~7AoffNT AW&W To rW SbAfr Or' MOW N/TMiV 7Atr MY LAW7S d AOi-OZ07F SMorfS SHALL AF SET 8Y THE ENGYNEL'R 70 EN46KE 7hf" C6N7R4C7t;4 70 C6WSrAWr 775E N0W r© 7AF AY GMM S 7. ALL PIPELINES 6W SUBSTRI/CTURES OF ANr K/ND AND ALL TELEPHONE OR R0#FR POLES, NA7M LhWT, ACMRS, WZ lWES, HYDRANTS IRAK4TlON SIRUC771MES, ETC:, Sly'00W OR AST .SAVW AN THE RUNS AND L O 47M W11-H/N ARF4S TO bf- /MPROl2r0 AND /NTERFER//ISG' W/W CON57R110PON, SIMZZ 6E REZ0C47E0 BY OTHERS. /r SHALL &F THE CONTRACT W T RESPOVSAWZ17r TO AW7" ALL AGEti4XS CCIiiYCEAMP PR11CW TO CONSMVC710V A EJ440WER SAWL CY', Vr OV7 6HV6W4& Sf-MR PLANS ,444 7AM4SF" 2S AUK A11— PRIOR 70 0/7r ACCERMN6T OF /WE SEWER SY57FA/. A Al 4" f�4GIllSF M AWS _9WL d�' �IGS'T�ItLED Gi�V ' 4 A �Qew 6I dw. APPROWD Br 7AT 0/7Y fNi91N0fR.. 1Q MMEN CW7)Wr0? SIii U CfifM T w N )W CYW Ar Thi' LGCWMV Or 1W LAM L. 11. 6YW7M 7ZW i " NZ 0W GRACE ANO 041AYNO PA19NG RAISED 70 FINISH GRAFI.': 1t. AIL .lei 7AW4 l.^ AMEW R7 aMMW ar JZ WEA► IJ STREET /NTERSLcOM W CFN7E?W WAC DYSTA/VC1r' 7)L =IN SAWZ aF SHOO K 14 lw SfWR COW7mcrc P SAWL Ar /Z4U r RESPCWS18ZE f6W 7W LOC471 V ASW P1 OIEC710V OV" ALL /AVG0?6W0IJyW FACV77ES #hf7ff)f S7'VW 6W 7hf3 ' PYANS OT A+Vr. 15 AV LATERALS SAWZ AW PLACED UNMR Gi41'{EMYS 19 R~ 7th CYWS7a4W7AW Or 7W AMEN, 5FW74' 64 ST2ii41M A%* Lh S, 7W 05W~AW SHALL EXPOSE THE EX/ST/W N97ER, SEWIR- ,, 64 STORM ORA/N L/NES W9YERC CONNECTIONS NU OCCUR AND 12-R/FY THE/R ELEYAT/ON AND LOr4T/ON. APPROA14L BY 7W 017 OF FONT4N4 OF A PRO OSM CONACCPON 70 A C/7Y FACILITY aDES N07 MOL Y CQRREC71 U£SS GV' 7HC ELiWA12V 6W L0rv4770N AS SHOWN OW 7Atr AMNS 17. JAIL W A?N*t S• A4V C MFRS S MU �W CYWS7RW7FD 6" &Z OW FWSA ED GMaF fY NWMW 001VrRAC76W AND SAWZ AF AWSED 70 GRAI. F er PAk0c 6YW7AWr6W AFTER cOMOIEMW 600' M kwA 1!E TL6RM/NATE ALL 4" HOUSE SEX" L47EA OLS J' /NSIAF 7W AMVr P'14ri%°!'.rJP7Y ZhW WW A AM a, bi i- oNW 69"4w LAS PIPE ZONE SELECT BACKFILL MATERIAL WITH A SAND EQUIVALENT SUBGRADE 95% COMPACTION (TO FINISHED GROUND IN UNIMPROVED AREAS) ilm OF NOT LESS THAN 30% LOT LINE PIPE ZONE / 100 90% COMPACTION -V--M 0--M r 0-5 PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK: U r 10' fAW P>4a�w7r LAWA RY CENMR F LOT FRMrA6r SAND, GRAVEL, DISINTEGRATED GRANITE, UCATE & OM -bFS4C LOTS: .Sze` ,SPEC/FIC N07,_' z ALL ovw -Qwz Br paw AV /l!w 7wir f!'Aw,, 7w STArMmw F6W P11MIC MOAWS CONS7RUC77ON "GREEN bMW, " AND THE C/Tr OF FONTA/I 4 PUBLIC WORKS DEPARTM7VT STANLKW ,SJPE"C)M471GW.S ALL AV EFFE'C'T AS OF 7hF , P)995W a47£ Or 7Af:W PLANS. ?. ALL /NSPECMNS JQWL 6W RL"Q&MED 7AO996gy 7hf- MY OF fONTA/W fA GYNEE?9W ,&W_9W Ar LEAST 24 Max RAMW 70 rw suer 6' A/Vr Nvw, ('",) i50-- 61a I ALL EZEWIVNS OF EXIS77AV SEAVR 4IMPY /NkER7S N?VEW 6VNW0716WS NU aG'CW .ASNLL BE IER/f7E0 BY 77C CONTRACTOR PR/64 V THE SrARr Or AW 015W. )W 677r £1VYsYWFP SAMU 8F Ao(01'h €O QF ANY af"W W AAWZ94TEZ Y. A THE CONTRACTOR SHALL S116M/T ALL AS-BU✓L T INFORM417ON TO ENG/NEER OF RECORD. THE ENGINEER OF RECORD WIZZ RfK5Z- RECORD GY AWINGS AS RE, W, CO AND #%L .SZ "f Tz/ 70 0/7Y F6W APPROOW BEFOAF ,47A 4L C17r ACCEPTANCE OF THE 14oPR0kFVEM. I CONSMIC770N PERF!/75 SAWL AF 08TA/N£D FRW TH£ Ft NA40 PU6i e #VRWS LaF~7AoffNT AW&W To rW SbAfr Or' MOW N/TMiV 7Atr MY LAW7S d AOi-OZ07F SMorfS SHALL AF SET 8Y THE ENGYNEL'R 70 EN46KE 7hf" C6N7R4C7t;4 70 C6WSrAWr 775E N0W r© 7AF AY GMM S 7. ALL PIPELINES 6W SUBSTRI/CTURES OF ANr K/ND AND ALL TELEPHONE OR R0#FR POLES, NA7M LhWT, ACMRS, WZ lWES, HYDRANTS IRAK4TlON SIRUC771MES, ETC:, Sly'00W OR AST .SAVW AN THE RUNS AND L O 47M W11-H/N ARF4S TO bf- /MPROl2r0 AND /NTERFER//ISG' W/W CON57R110PON, SIMZZ 6E REZ0C47E0 BY OTHERS. /r SHALL &F THE CONTRACT W T RESPOVSAWZ17r TO AW7" ALL AGEti4XS CCIiiYCEAMP PR11CW TO CONSMVC710V A EJ440WER SAWL CY', Vr OV7 6HV6W4& Sf-MR PLANS ,444 7AM4SF" 2S AUK A11— PRIOR 70 0/7r ACCERMN6T OF /WE SEWER SY57FA/. A Al 4" f�4GIllSF M AWS _9WL d�' �IGS'T�ItLED Gi�V ' 4 A �Qew 6I dw. APPROWD Br 7AT 0/7Y fNi91N0fR.. 1Q MMEN CW7)Wr0? SIii U CfifM T w N )W CYW Ar Thi' LGCWMV Or 1W LAM L. 11. 6YW7M 7ZW i " NZ 0W GRACE ANO 041AYNO PA19NG RAISED 70 FINISH GRAFI.': 1t. AIL .lei 7AW4 l.^ AMEW R7 aMMW ar JZ WEA► IJ STREET /NTERSLcOM W CFN7E?W WAC DYSTA/VC1r' 7)L =IN SAWZ aF SHOO K 14 lw SfWR COW7mcrc P SAWL Ar /Z4U r RESPCWS18ZE f6W 7W LOC471 V ASW P1 OIEC710V OV" ALL /AVG0?6W0IJyW FACV77ES #hf7ff)f S7'VW 6W 7hf3 ' PYANS OT A+Vr. 15 AV LATERALS SAWZ AW PLACED UNMR Gi41'{EMYS 19 R~ 7th CYWS7a4W7AW Or 7W AMEN, 5FW74' 64 ST2ii41M A%* Lh S, 7W 05W~AW SHALL EXPOSE THE EX/ST/W N97ER, SEWIR- ,, 64 STORM ORA/N L/NES W9YERC CONNECTIONS NU OCCUR AND 12-R/FY THE/R ELEYAT/ON AND LOr4T/ON. APPROA14L BY 7W 017 OF FONT4N4 OF A PRO OSM CONACCPON 70 A C/7Y FACILITY aDES N07 MOL Y CQRREC71 U£SS GV' 7HC ELiWA12V 6W L0rv4770N AS SHOWN OW 7Atr AMNS 17. JAIL W A?N*t S• A4V C MFRS S MU �W CYWS7RW7FD 6" &Z OW FWSA ED GMaF fY NWMW 001VrRAC76W AND SAWZ AF AWSED 70 GRAI. F er PAk0c 6YW7AWr6W AFTER cOMOIEMW 600' M kwA 1!E TL6RM/NATE ALL 4" HOUSE SEX" L47EA OLS J' /NSIAF 7W AMVr P'14ri%°!'.rJP7Y ZhW WW A AM a, bi i- oNW 69"4w LAS PIPE ZONE SELECT BACKFILL MATERIAL WITH A SAND EQUIVALENT SUBGRADE 95% COMPACTION (TO FINISHED GROUND IN UNIMPROVED AREAS) ilm OF NOT LESS THAN 30% G0cm7XW PIPE ZONE / 100 90% COMPACTION -V--M 0--M 0-5 PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK: D RY SAND, GRAVEL, DISINTEGRATED GRANITE, co -� VILLA \ CRUSHED AGGREGATE OR � "D+12"MIN./ \\ NATIVE SOIL WITH A SAND "D+24"MAX. \/' EQUIVELANT OF NOT LESS THAN 30. N.T.S. LOT LINE TRENCH Q4CffRZL & COrI/PACT/ON NOT TO SCALE )T LI N SEE 017 Ole" f6WMA N SM RETAIL IIAA TYP/CAL LATERAL CONNECT /ON NSIrRIJCT/ON No Mood" "A.S-W/1-r BY: ram 0490 W, -V A 7' orz g2" t4 cam► 3� _-` INSTALL 8" V C. P. PER C/lY 6K- FONTAIV STANDARDS AND SPEC/1/041/ONS ......................2115.00 LF l.� REMOW 8" PL UG & CONNECT TO EXISTING V C.P. STUB ......................................................... 1 EA a— /NSrALL -e" Prr=CASr MO*a.E AfW a7Y ac FONTAIW SIV. LaETA1L No. 112 ............................................... d F! INSTALL 4 " V C. R. LATERi4L PERI C17Y Ar FONTAM SAR OITA& A4b 125 ............................................ 72 EA CONSTRUCT g" CLEANOUT PER C/lY Ole' FON7A- 4 STD. OETA/L No. 128 ...............................................1 EA INSTALL SCWR CZE 40117 bW PFR FaVr�W S7a DETAIL No. 125A SIN CONC. ") Lid ............................... 7? EA 12.58 �hV L4NOSC4PE ARIA -V �oQR�FESSIpNq� F J.A. z N053390 Z �h EXP. 6-30-99 ENCYINEERNv49 '" P"NN/N6 "" N)RVEl'//N® 6820 AIRPORT DR. RIVERS/DE, CA. 82504 TEL; (909)688-0241 FAX: (404)6M-059'4 VAT: S & 4 MM ThE RYIaIOIN OF: i R. . .33391! EXP 6/301 ca/s/" RG1Q4' G0cm7XW s1fw S/ZE ,z w " I' PASSING 1 " 100 .�/�" .9a--100 -V--M 0--M 0-5 s CITY OF FONTANA, CALIFORNIA -- TRACT No. 15702 10c3;w%" /0 COVER COVER SHEET �• oP SERER IMPROVEMENT PLANS 1,fXi6/qs )z 1 4: ............... fiN ranN: E:\CAD\DRAWING\F0NTANA2\SWR1 ' �o SLOVEN >- AVE N SANTA ANA ST JURUPA = AVE U EL CONTENM AVE 5xuTH p 1 V e RY co -� VILLA CALABASH AVE PHILADELPHU ST Y1UN/TI' jWP N.T.S. s CITY OF FONTANA, CALIFORNIA -- TRACT No. 15702 10c3;w%" /0 COVER COVER SHEET �• oP SERER IMPROVEMENT PLANS 1,fXi6/qs )z 1 4: ............... fiN ranN: E:\CAD\DRAWING\F0NTANA2\SWR1 '