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HomeMy WebLinkAbout4772-8PLACE TOP STEP STD. MANHOLE -FRAME & COVER V WIRE-� DOi I - LINE -1J" _A N ' SECTION OF TOP RINGS (Pre -Cast R.C.) ALL MANHOLE BOTTOMS ARE POUR IN PLACE USING 560-C-3250 CONCRETE INLET X64"O.D. 53A" DIA. -48" I.D. N 4 x 1 ,• 48" I.D. 53 jj" DIA. JOINT DETAIL NOTES: w 1. SEE STD. DETAIL NOS. 2002 & 2007 FOR DROP & TYPICAL m SEWER MANHOLE BASES DETAILS. Fy 2. ECCENTRIC CONE MAY BE USED IN LIEU OF > CONCENTRIC CONES. 3. THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 16" NOT MORE THAN 24" ABOVE SHELF. 4• THE UPPER MANHOLE STEP SHALL BE PLACED BETWEEN THE TOP OF THE MANHOLE AND THE MANHOLE COVER FRAME AND SHALL PROJECT NOT MORE THAN 3" INSIDE MANHOLE. 5. ALL JOINTS SHALL BE MORTARED 6. 3/4" DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER ASTM A-82, ASTM C-478, ASTM TYPE II GRADE 43758. CITY OF FONTANA STANDARD CAST IN PLACE MANHOLE FOR SEWER STD. PLAN NO. 2001 III=1 I I=1 I I=1 11= I I=1 11= w EXISTING UTILITY I 11= I I=1 I I=1 0 I PI, _ _ -III-III-III_ N q Cb I -III -III- III -III -III- I=III=111= z �.. � � .t:lr I 4'-8 1 /4" r *5.0' FOR "60 inch" MANHOLE SHEET 210 OUTLET V WIRE-� DOi I - LINE -1J" _A N ' SECTION OF TOP RINGS (Pre -Cast R.C.) ALL MANHOLE BOTTOMS ARE POUR IN PLACE USING 560-C-3250 CONCRETE INLET X64"O.D. 53A" DIA. -48" I.D. N 4 x 1 ,• 48" I.D. 53 jj" DIA. JOINT DETAIL NOTES: w 1. SEE STD. DETAIL NOS. 2002 & 2007 FOR DROP & TYPICAL m SEWER MANHOLE BASES DETAILS. Fy 2. ECCENTRIC CONE MAY BE USED IN LIEU OF > CONCENTRIC CONES. 3. THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 16" NOT MORE THAN 24" ABOVE SHELF. 4• THE UPPER MANHOLE STEP SHALL BE PLACED BETWEEN THE TOP OF THE MANHOLE AND THE MANHOLE COVER FRAME AND SHALL PROJECT NOT MORE THAN 3" INSIDE MANHOLE. 5. ALL JOINTS SHALL BE MORTARED 6. 3/4" DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER ASTM A-82, ASTM C-478, ASTM TYPE II GRADE 43758. CITY OF FONTANA STANDARD CAST IN PLACE MANHOLE FOR SEWER STD. PLAN NO. 2001 D ETA I L 1- A NO SCALE MWD WATERLINE III=1 I I=1 I I=1 11= I I=1 11= �- EXISTING UTILITY I 11= I I=1 I I=1 0 I PI, _ _ -III-III-III_ N TYPE I -III -III- III -III -III- I=III=111= z �.. � � .t:lr SIZE 3 „ REMARKS SHEET 210 1= 4 BARS 6 =to ff 1070.30 24" O.C. (TYP) LA I fanr eRGu�t DR DESKTTTTL -S 1) +50 1081.46 III SHEET 4,8 ©5 -III -III- #4 BARS 11= 1 1= -� N/A CONT. TYP ■ Ir III-IIIIII-III- 1117.14 III ;III.- 1E,111 ,111 UNDISTURBED- 2"LSIM NIA"OIL, B. raRlaYLCTT;nse7le LAT -A 10+18.64 Soil l l„Llr-_I N/A IRRIGATION _moo` o p0- 10 3/4" 1093.11 / SHEET 4,8 © LAT -D 10+25.56 1107.70 N/A ■■ 8" 1117.26 MN�M LAT -A 10+25.64 1084.60 N/A WATER ■■ 8" 1093.77 OMEN SHEET 4,8 ©7 LAT -D 10+51.56 1107.81 N/A WATER 17 3/8" 1116.84 ; 30 SHEET 3 ® LAT -A 10+67.64 1084.77 N/A GAS 4" 1092.66 SHEET 4,8 EEEE LAT -D 10+60.85 1107.85 N/A WATER MM 8" , ., SHEET 3 EEM LAT -A 10+71.64 1084.79 N/A WATER ME ME 17 3/8" .EEM ■ , ,EEM . _ NEM ®9 LAT -D 10+67.56 1107.88 N/A GAS 4" 1116.54 SHEET 3 © LAT -A 10+83.64 1084.80 N/A IRRIGATION 8" ■ SHEET 4,8 ©0 LAT -D 10+70.56 1107.89 ■NM ELECTRICAL N/A 1116.49 MINEMONSOON 77 LAT -A 10+75.64 ° ■ ELECTRICAL EE 1092.57 SHEET 4,8 31 LAT -D 10+75.56 1107.91 N/A IRRIGATION 8" 1116.40 SHEET 3 ® SS -1 22+78.67 1086.98 N/A TELEPHONE N/A 1095.22 SHEET 5 ©2 SS -1 39+68.60 1112.59 N/A ELECTRICAL N/A 1120.88 SHEET 3 ] LAT -8 10+18.60 1092.86 N/A IRRIGATION 10 3/4" 1101.79 SHEET 5 ©3 SS -1 43+25.71 N/A 1122.68 WATER MWD 1120.89 1106.06 14.0' Ear SHEET 3 ■ LAT -13 10+25.60 1092.89 N/A WATER 8" 1102.47 SHEET 6 R MMM 1137.82 N/A IRRIGATION 10 3/4" 1145.24 SHEET 3 11 I LAT -B 10+67.61 1093.05 N/A GAS 4" ■ ■ SHEET 6 ©5 LAT -F 10+25.48 MEMO N/A WATER • I I, ■Ei EEll _ SHEET 3 12 EMM 1093.07 N/A WATER EEME 17 3/8" 1101.34 SHEET 6 © ■ oll 1138.00 ME ME WATER MME 17 3/8" 1144.93 NE 3 LAT -B 10+75.61 Ell N/A IRRIGATION 8" 1101.31 SHEET 6 ©7 LAT -F 10+67.48 1138.02 N/A GAS 4" 1144.90 SHEET 4 ® SS -1 30+89.00 1098.15 N/A ELECTRICAL N/A 1106.92 SHEET 6 EEE LAT -F 10+70.48 1138.03 N/A EE ■ ■■ N/A I NMM ME 15 SS -1 31+13.00 ME EM N/A ELECTRICAL MEM No N/A 1107.33 NM MEMi ©9 LAT -F 10+75.48 1138.05 MMEMON IRRIGATION 8" 1144.83 SHEET 4 EEnN SS -1 31+16.50 1098.54 N/A EEM N/A 1107.36 MEE SHEET 7 RO SS -1 61+82.14 MMENMME N/A WATER 8" 1161.21 SHEET 4 17 LAT -C 10+18.58 1101.31 N/A IRRIGATION 10 3/4" 1110.47 SHEET 7 41 1 LAT -G 10+18.43 1149.06 N/A IRRIGATION 10 3/4" 1169.62 SHEET 4 ® LAT -C 10+25.58 1101.34 N/A WATER EEE EMM 1111.10 ■, ` " R2 MEpolo■M 1149.09 N/A WATER 8" .. ..., .. SHEET 4 19 I LAT -C 10+60.58 1101.48 N/A MMM . •.•, . - SHEET 7 R3 LAT -G 10+52.40 ■ N/A WATER ■ MMMMM 1168.78 SHEET 4 © I LAT -C 10+64.58 MMM N/A WATER 8" 1110.02 SHEET 7 R LAT -G 10+67.43 1149.26 N/A GAS 4" 1168.42 SHEET 4 21 I LAT -C 10+67.58 1101.50 D ETA I L 1- A NO SCALE MWD WATERLINE SECTION A -A NO SCALE SEWER CROSSING NOTES: 1. ALL CONCRETE SHALL BE CLASS "3" CONCRETE WHICH SHALL ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM C39/C39M-99. POTHOLE LOCATION PROPOSED SEWER LINE & LATERAL EXISTING UTILITY SHEET N0. SEWER STA. TOP ELEV. BOT ELEV. TYPE TOP ELEV. BOT ELEV. SIZE SURFACE ELEV. REMARKS III=1 I I=1 I I=1 11= I I=1 11= �- EXISTING UTILITY I 11= I I=1 I I=1 0 I PI, _ _ -III-III-III_ N TYPE I -III -III- III -III -III- I=III=111= z �.. � � .t:lr SIZE 3 „ REMARKS SHEET 210 1= 4 BARS 6 =to ff 1070.30 24" O.C. (TYP) LA I fanr eRGu�t DR DESKTTTTL -S 1) +50 1081.46 III SHEET 4,8 ©5 -III -III- #4 BARS 11= 1 1= -� N/A CONT. TYP Ir III-IIIIII-III- 1117.14 III ;III.- 1E,111 ,111 UNDISTURBED- 2"LSIM NIA"OIL, B. raRlaYLCTT;nse7le LAT -A 10+18.64 Soil l l„Llr-_I N/A SECTION A -A NO SCALE SEWER CROSSING NOTES: 1. ALL CONCRETE SHALL BE CLASS "3" CONCRETE WHICH SHALL ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM C39/C39M-99. POTHOLE LOCATION PROPOSED SEWER LINE & LATERAL EXISTING UTILITY SHEET N0. SEWER STA. TOP ELEV. BOT ELEV. TYPE TOP ELEV. BOT ELEV. SIZE SURFACE ELEV. REMARKS POTHOLE LOCATION PROPOSED SEWER LINE & LATERAL EXISTING UTILITY / SHEET N0. I SEWER STA. TOP ELEV. BOT ELEV. TYPE TOP ELEV. BOT ELEV. SIZE SURFACE ELEV. REMARKS SHEET 210 SS -1 11+68.50 1070.30 N/A WATER I fanr eRGu�t DR DESKTTTTL -S 8" 1081.46 7 • A.C. TO M OYM SHEET 4,8 ©5 LAT -D 10+18.56 1107.67 N/A IRRIGATION Ir 10 3/4" 1117.14 SHEET 32❑ 2"LSIM NIA"OIL, B. raRlaYLCTT;nse7le LAT -A 10+18.64 1084.57 N/A IRRIGATION _moo` o p0- 10 3/4" 1093.11 / SHEET 4,8 © LAT -D 10+25.56 1107.70 N/A WATER 8" 1117.26 LAT -A 10+25.64 1084.60 N/A WATER 8" 1093.77 SHEET 4,8 ©7 LAT -D 10+51.56 1107.81 N/A WATER 17 3/8" 1116.84 SHEET 3 30 SHEET 3 ® LAT -A 10+67.64 1084.77 N/A GAS 4" 1092.66 SHEET 4,8 ® LAT -D 10+60.85 1107.85 N/A WATER 8" 1116.66 SHEET 3 50 LAT -A 10+71.64 1084.79 N/A WATER 17 3/8" 1092.62 SHEET 4,8 ®9 LAT -D 10+67.56 1107.88 N/A GAS 4" 1116.54 SHEET 3 © LAT -A 10+83.64 1084.80 N/A IRRIGATION 8" 1092.57 SHEET 4,8 ©0 LAT -D 10+70.56 1107.89 N/A ELECTRICAL N/A 1116.49 SHEET 3 77 LAT -A 10+75.64 1084.83 N/A ELECTRICAL N/A 1092.57 SHEET 4,8 31 LAT -D 10+75.56 1107.91 N/A IRRIGATION 8" 1116.40 SHEET 3 ® SS -1 22+78.67 1086.98 N/A TELEPHONE N/A 1095.22 SHEET 5 ©2 SS -1 39+68.60 1112.59 N/A ELECTRICAL N/A 1120.88 SHEET 3 ] LAT -8 10+18.60 1092.86 N/A IRRIGATION 10 3/4" 1101.79 SHEET 5 ©3 SS -1 43+25.71 N/A 1122.68 WATER MWD 1120.89 1106.06 14.0' 1126.97 SHEET 3 QO LAT -13 10+25.60 1092.89 N/A WATER 8" 1102.47 SHEET 6 R LAT -F 10+18.48 1137.82 N/A IRRIGATION 10 3/4" 1145.24 SHEET 3 11 I LAT -B 10+67.61 1093.05 N/A GAS 4" 1101.37 SHEET 6 ©5 LAT -F 10+25.48 1137.85 N/A WATER 8" 1145.25 SHEET 3 12 LAT -B 10+71.60 1093.07 N/A WATER 17 3/8" 1101.34 SHEET 6 © LAT -F 10+63.22 1138.00 N/A WATER 17 3/8" 1144.93 SHEET 3 3 LAT -B 10+75.61 1093.09 N/A IRRIGATION 8" 1101.31 SHEET 6 ©7 LAT -F 10+67.48 1138.02 N/A GAS 4" 1144.90 SHEET 4 ® SS -1 30+89.00 1098.15 N/A ELECTRICAL N/A 1106.92 SHEET 6 8 LAT -F 10+70.48 1138.03 N/A ELECTRICAL N/A 1144.87 SHEET 4 15 SS -1 31+13.00 1098.49 N/A ELECTRICAL N/A 1107.33 SHEET 6 ©9 LAT -F 10+75.48 1138.05 N/A IRRIGATION 8" 1144.83 SHEET 4 16 SS -1 31+16.50 1098.54 N/A ELECTRICAL N/A 1107.36 SHEET 7 RO SS -1 61+82.14 1147.93 N/A WATER 8" 1161.21 SHEET 4 17 LAT -C 10+18.58 1101.31 N/A IRRIGATION 10 3/4" 1110.47 SHEET 7 41 1 LAT -G 10+18.43 1149.06 N/A IRRIGATION 10 3/4" 1169.62 SHEET 4 ® LAT -C 10+25.58 1101.34 N/A WATER 8" 1111.10 SHEET 7 R2 LAT -G 10+25.42 1149.09 N/A WATER 8" 1169.44 SHEET 4 19 I LAT -C 10+60.58 1101.48 N/A WATER 17 3/8" 1110.06 SHEET 7 R3 LAT -G 10+52.40 1149.20 N/A WATER 17 3/8" 1168.78 SHEET 4 © I LAT -C 10+64.58 1101.49 N/A WATER 8" 1110.02 SHEET 7 R LAT -G 10+67.43 1149.26 N/A GAS 4" 1168.42 SHEET 4 21 I LAT -C 10+67.58 1101.50 N/A GAS 4" 1109.98 SHEET 7 R5 LAT -G 10+70.43 1149.27 N/A ELECTRICAL N/A 1168.33 SHEET 4 ©2 LAT -C 10+70.58 1101.52 N/A ELECTRICAL N/A 1109.95 SHEET 7 © LAT -G 10+75.43 1149.29 N/A IRRIGATION 8" 1168.18 SHEET 4 ©3 1 LAT -C 10+75.58 1101.54 N/A IRRIGATION 8" 1109.90 HEREON R7 LAT -E 10+35.56 1109.01 N/A ELECTRICAL N/A 1118.47 SHEET 4 ® SS -1 37+24.97 1107.33 N/A GAS 4" 1116.63 'COUNTY OF SAN BERNARDINO I PUBLIC WORKS DEPARTMENT DATE : RCE 23115 TOLL FREE `�_1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 00 eQ�OFESS0 4lj��1�0�ejj�_ 0 No. 48851 d Exp. 09/30/10 CA` PNO.10 � 10 CHERRY AVE. SEE SHT. 4 i I IIII I I IIII z I SII I I � III I it I i a IIII I I �w I I I I � I III . II i VE. SIS -11 �"6 w �i o t 1 ®� o z 8 " VCP SEWER 4.5'SIYOFC.L P 10+49.78 + T TEMP. PLUG of EXISTING R/W SEE PROFILE "E" - ON SHT. 9 E- - - - - - - - - - - - AVE. I i �^ I Ili 7 0 }� z l�J M ( 11 +00 3 12+0 1 N89.27'18"E O 1 +QQ 1.55' 7YN I 2/1M„i5B•2T18" -BRAA 1942 EXT 481 -_-_-_ _O -_- - - - - - - - -- 9- 1 N ---- - 8'rWTR -- - - - - - - - - - - - - - - - - Irn RANDALL A VENUE _ _ _ - - - - - 12+77.58 LATERAL D =10+00.00 LATERAL E E PROFILE LAT."D" C.L. M.H. NO.21 ONSH EXISTING R/W I I I I I I I ! CHERRY AVE. SEE SHT. 4 LATERAL "D" CONSTRUCTION NOTES 10 CONSTRUCT 8" VCP(E.S.). SEWER © CONSTRUCT 48" I.D. MANHOLE PER CITY STD. 2001 ON SHEET 8 O SAWCUT AND PERFORM TRENCH REPAIR PER CITY OF FONTANA STD. 1008 DETAIL ON SHEET 8 ® INSTALL SEWER PLUG GRAPHIC SCALE 40 0 20 40 FEET 1"=40' 1r ampo NO MATERIAL 2TWL NIEtTUR H IM RDO $'MOOVu TYPE M C2 AN -UK NOT MAL A.C. EARL 7 iw MATCN ®WT. PA%MOR • Y / TYPE 2I B2 OR U3 AR•4FOD HOT MA[ A C 4' MFAMUMITH CMREM TAM LDS 1 � BMKMTIO. 44W se -Nam" LANE LINE STRIPING ORAs O l CM S LY ORAS Damm LEIS No" 10 I fanr eRGu�t DR DESKTTTTL -S r 7 • A.C. TO M OYM 1DLMTIIILf A C. NtNLAM Ir 2"LSIM NIA"OIL, B. raRlaYLCTT;nse7le c�6 _moo` o p0- 1 / 0,�pQ rMAXOMMATTMEaOIL. 04 a and V s COW%Cmw%. 1r ampo NO MATERIAL 2TWL NIEtTUR H IM RDO $'MOOVu DATE E»D LECTION 206•4.Ll. STANDARD 2P[C11FICATIONL FORPUBLICII IMM COMLFHNCTIOHL LATMTmrnCIRL / EAU. own * CRIL dF ta{! V IAICAVA71@IL f+AATM U671"M A RMY BE BU30M TOIM N� RAW 801JIUALENCYOF24ONGREATOL LROaD ; 4 W-1 vom HTEDOINO NgiLO W IN ACCORDANCE DamCUTSIDEOIAME7MOFPIPE �"aax.rranc MRK NOTE Na 1%PWECLANS/ OAOWOW aLL.Hx• rwL t0IERA[- MOTE$ 1. ALLS)MVATDNMON THE CITY OFFONTANA R10LfTOF11AYREOLNELANV=%VATIONPBMNTFROM THE EMNTR FAW DEPARFM - 2. UND IOWUM 21L114CE ALEiITLHALL OE IOILI4W 2WORNIlW DAVM PR1DA 70 LTAAi DFWOM S40& -413L X ALL PUINLIC; El NWPECTTOM RoQUEM YML BE MADE 21001111000 DAYS AHEAD OF THE SCHEDULED WIOTRL 4. COAMACUMOFRACK PILLSHALL eEVERIFWNSYNBOMFsImGEOTEOMICALEIIQMTM<AIDACOMPACTION REPORT SUSON77MO TO THE CITY FDR APPROVAL POOR 70 THE PLACNIO OF THE PIpLANMLT PAMBM3FT. N LIMI OP OOMPABTION TESTNO CONTRACTOR MAY LLE 240 PCC OL RRY. L AU. EXCAW MNn gw.LL M MADE PROiECTw AND SUPPORTMD AL l -all I FOR SAFETY AND N A MANINIR IMrFORTHINOPEMMOIWRULEM,ONORMAND NESULA700PRESCRM MT THE CALIP RNIADRIMIANOF NDusTmM SAPETY. A COPY OF YM CAL CSMA EILCAVIRDN PWMT. IF APPUCAKF, SHALL TIE RNMOMD TO THE PFAJWT IYSPBMM TMUOR TO LELM MG TM WORK STELPLA7E SRDONG SR4kLL LEER A CCORLW= WIT K Cor rm Na4mm lmiq L PERMAiMPr PAVOMW gMU UE NEPIACM W TM IN DAYS OF E NCAVATTON. A MPMR1.12•MCIN 7HECJOESs OF TEMPORW ALRIRLTIM11M 04AM BE NAM WMU TNRIMEN .I AI MNNLTM PBaLAE■PTWMAR M COMPLETED OR AS HMMICIITD NT THE CRT 1540I111MRR OR DESIGNEE 7NE TEMPORARY PAN M SRIALL E PLACED AID COMPACTED MLI M AMAMRIIAS TO PRONME A SAFE AM SmOrII TRAW10=MRFACE. PERMIT E SHALL MANTAS YM 7EWQtAAY PAVELVXT IMA SAFE AMD SMOOTH CONDITION unrM PERMANENT PAVING It W PLACE. Eumal Na 51167 H IM RDO $'MOOVu DATE CIITY of FONTANA STANDARD TRQHCH: REPAR EAU. own * CRIL dF ta{! BY: REVHSHON NUB 8ffl: TAM LDS 1 � BMKMTIO. 44W SOT 1 OF 2 GENERAL NOTES: Continued L PINON TD rL.ACMB PERVANWIP PAVMQ, EM MM PAVI TTSM" TIE CUTTDA N!ATSMARMIT UYE ALL PAWMMENTJOMT!ORCRACKS WITIIN2PE7OFTREWN■ALLOLIMeTI61%ORAD DIRMCI NYTIM CITY ENGMfEER ON BtlSIONLR SNAL L ALE Nil$ AND OULACM. R ALL ROM OF E7UsTNO PAVEMENT BRING .TONED AND MJW CE MING OVERLAID SIVUL RECEIVE A TACK COAT OF ALPHAL7IEWLAMAL P. TAENCNn OF 7/0 FEET an MOM TO ME M29 WITHA X LP4MftLED PAVING MAC11M ifL ANY LTYME I PAVED OR REMRLFACED LR THE PMVWM 2t 00NflM SVILLLE INJIB CT TO SPECIAL PAV110 RBQUIRSIlIfTHI. ANYTROM MENIMC FROM T7R CIRN NFD TME PARNNO LANE, SMALL ROQ MRE A COMPLETE ORM AND OWMAYOF TE PARIER4 LANE. ALL TMRFCNEN E 79MMi WIRNTHOIRALLY N 7m ORIMMD LAE SMALL RBCIIRE YW THE ENTIRE LUNE LE COIN 2MJ.M AHD OVERLAID_ ALL TRENCHES EMM Mi PM TIE TRAVELED LANE'TAAKVMt LYVAL REQUIM THE W"E L E*M OF THE TRENCH LIP TO TIE NEARW LAN! UNE M COLD IMI" AID OVERLAID 15 PEST N OOTN DEIECTHAME FROM TW CONTEALRE GIF'THMTRIML if. W TRgNCN FAILURE NINK" 00CfJ7f. TTM PEIRNi'iF& DEVM.OPMt MALL ITK NOT*W OFSW N M"CrlVUW /MM ALLAMEO TO IMS ENS. REPLACIL EMOY TIRE WORK. UPON FALURR OF THE CONTRACTOR TO F11pLP11 TCORPLY AND UNDLR ORDER OF TIE C" EXOItESL, TRENCH SHALL Me REMENRM REMLTII M I�,AC:a AT PE�TTlTi/ QE"LQP'ERi ROLE gxpmM. Iz OIpDALIQ�Nll1�L.iLLALLaERl12O.OMAV�.G0.tlE1�AQ5A�A7lEORLIATbtEFf�' �R1�Lfi�HA1RMIL MUTT IAL HNVNO A LARD EI XW#%LEN70P NOT&NSR TRW 316 ARID MHRLL WNE. A PERCNThGCz-c wmnPM Lr y iOW WINCTI COIPORML TO"VOUM IND eRADNHE ERNE LRHe TL PARML MAaO ' 2M• ............... .- 1M ia- •- .....__.._.__ •-f44 A%K 4 .........•... a! -f1 N0. a ._...............:. 2.s e °O t2. 7MTE CONTRACTOR IPERMMU SHALL BE REA1111MD m FOLLUNTIE WORK ARM TRAFFIC. CONIMM "NOBOOK rmj%ja r TiAI UMA CRAG OHIiOTFa 2FrtTW CiT+rSRAFf10ENLleaERaN DEWSMV- (O 1t RALL ffmoETCLooLiM RE4HNRETTr P CTTRAM OdNO rR AFPIIDVAL AM2 #oRmAN'T RR S/CH CLOWIM \ SMALL RLE AUmwWTED M DAYS IN ADYANCM OFC OMAU la 7HE MU Mi MMM ON ARTONALAIM MAMR STREMB BRAL L IM Si WSLTT0 APPWVALAYCRY 7A4a77E f 7 EIIM EEWE OFFICE ?� ILL ALL S'TEn" ANT) MAS DA2MLOkN DIJRMS CON@7RgLMW AXaL ME NIE LACED N NIND AL DIRECTED NY TME CITY ENGINEER OR DE 1IMMIL 7 w 1T. ALL POTNMW/LERVLCECUMIETC.SHALLTLEBAWPALLEDWTTMA24IACKSLURRYOIL A2W'ECOMEY 00 TTIE CITY RINGIIEER OR DEMOIAIL 111. EiOLL4�lq./AILTH6Rl:OL1ELL9PIgDltTOlLAL7eIdIF4HPlBLMP1IElTTlNFEHEKT, � 2 I Ln U) I 0 0 r\ CM OF FONTARA N Q CITY EIAHNEER DATE -STANDMW �O RICARD4 SANDOHr'AL TRENCH REPAIR N * F�.xaHM aR� DHTAWN air: TAMIDS 1x08 ) dF Eµii REYR9TOPf iiRtMBEFsr b�4106 SiQ PfJRII sm 4W !IT Zdr y w Ln z w J a z DISCLAIMER: j THIS DESIGN AND MAP ARE THE PROPERTY OF BREAWNGTON GROUP INC. AND MAY NOT BE MODIFIED, ALTERED OR CHANGED IN ANY FASHION WITHOUT PRIOR WRITTEN APPROVAL BY BRENNGTON GROUP INC. AND THE CLIENT FOR NHOM THE PLAN WAS PREPARED. THIS PROVISION EXTENDS p TO THE RESULTING PLOT OF THIS PLAN AND THE COMPUTER DISC OR E MAIL OF THE PLAN PROVIDED. ANY VIOLATION OF THIS PROVISION WILL VOID O ANY PROFESSIONAL OBLIGATION OR WARRANTY, EITHER EXPRESSED OR IMPLIED BY BREWINGTON GROUP INC AS TO SUCH CHANGED MATERIAL t\ BREWINGTON GROUP INC CITY OF FONTANA, CALIFORNIA 0 411 JENKS CIRCLE, STE 103 PHONE. (951) 4794 148 SEWER IMPROVEMENT PLAN N CORONA, CA 92880 FAX (951) 280-9746 N REF.-BG07-010 DRAWN BY: CHERRY AVE SEWER IMPROVEMENT SCALE: I- Prepared Under The Supervision Of : NM As Noted w LAT "D" AND DETAILS DAw. 0 BREWINGTON R.C.E. DESIGNED BY. RC/NM DATE: 11/26/08 CHECKED BY: ge,JB/PD 11/26/2008 f DRAWING NO.: 8 Q 4772 U DE: AT / C.E. 51152 g X