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Home My WebLink About5116-2• MINS NIUMMINN 111111111111 IIIIIMMEU1111111111111MIE NM= MEM iiimummom =mmisminnwrim =me imme WimmommErA momemommmi ammommummilloona E111111111111111111111111.111.M.111111111111111... MOMMEMEM INENEN :\FONTANA\LYTT 1111M111111 MEM 1111111111111•1111111111111111111111t1111111111MINS 111111=111111M1111111111 MEM IMMO, IIIIIIIMIIII1111111111111111111111111111 MIN= 11111.11111111111111M11111111111110111111111111111111 MINN 1111111111111111111111111111111111111111111111111111111=111111111 1 IIMIIIIIIIMIIMISINIIIMINNIIIIIII MIIIIIMINIIIIIIIIIIMMIIIIIIIIMIN 1111nMIMallg.... 11111111101111111111111111111 11111111111111 MEM' 1111111111111 MII.II MIIIIIIIIIIIIIIIIII MIIIIINISIMINNNOIMMIll 1=11111=11MIIMS MMIIIMIIIMIMMINNIIIIIIIIMMEMINIMM1111111111111 111111111111111111111111111111111 1111=01111111111=1111=1111111111 MINIMMONIIMME IIMIIIIIIIMINIM MIIMIII MNIIIIIMIIIIII MIMI MIIIIMIIIIIIIIMII MIENIMINIMMIN 11111111111111 1111=11111111111=11 IIIM=1111•11 1111111101M1IS 11=11111=mum 1111111111=1 =11= =111= 1111111111111111=1111111 11111111•111111111111111MI EIMI11111111 MEN 1114111=11 11111111111111111111111 amommEMIN NOME 111111111= 11111=11111 111111111M1 11111111111111 IIMM1111111111.1.11111111 NMI= MIMS 1111111111111111M 11111=111=1111=11=1111111111 1111111111111111 1=1111111 111111111111111111.•••• al111111111==1111111111111 11=11111 MI= =MIMI 1=11111111 IM1111111111•11111•11 NINES 1111111111 1111111111111111 1111111011111111.111111111111 LJ 111111111111111111111111111111 1111111111111M111111111111111111111111 1111=11111 11111111•111 1•11111111111•11111111111 1111111•01 1111=1111=11111111111111111111111111111=1=111111=111111111111=1 M111111111111111 11111111111011 11111111011 1111.1111•11.1111111111 1111111•1111111111111111 =111111111111 MEM MMENII MINIM= MEM 11111111. 1111111111111111111111111111 OMENS MOM MEM MEM IN1111111111111•111•11111111111111•1111111111111 MINN MEM 1111111111•11M1111111111 2111111111111111•111111 IMMO 111•111111111111MIIIIMME 11111=111111...m 1111=11111111111111111111111 MEM 1111111 MEM 111111111•11 IMES • • Imilliskisnalf=mimit Nimmi (ti 1==111111 MEM owlet INNEN. NM= 1111=111111111111111111111=11111= 11111•11111 11111111111•11 11111111HM MENNE MEMO 111m111111111111111 11111.111111 "....11111111.1111111111111111111111M111111 IM111. EiloomommTCMI-1 11111=1111111111.1.1.11111=1111111ammu 11111111 NIMMIN11111111111114' EMWAMITAS' Mom==NMI 1111•111111= bdE 11111114U IrMEMO11 1111M11111111 IMES 11011111111111 1111.1111•11 11111111•111 MEN 11111111111111111111111111111111111111111111111 IMMO 111=111111M 11•1111•1 MEM 1111•1111111 11•1111=11111=1111 NM= MEM Sums mina = - 22111111-11111 11111111111M1-- 111111111•11 •••••==' MUM asummuosamnin=1"- 11111111 111111111011 = 1111111ME11111111111111 ----mmusirmAE= 1111•111111 IMES MIME 11•1111111111111111=1 MEN MEM! IMMO 111111111111111 1111111111111111 11111=111111111111111111111111= =11111=11111111111111111=1111111 2-1=111=1111111111111=1111111111111111=1.1111 1111111111111111M11111 111=1111111111 MM. 11.111111111.1•101111111111111.11 Imumimmummumumno MN= 11=1111.111 =MOB *1111,1111111111amoi M11111111 NEM 111111111M1 1MM PROFILE SCALE VERT: 1 in = 2 ft . HORZ: 1 in = 20 ft A A A CONSTRUCTION NOTES: , 7+00 EX. SIDEWALK 8+00 0 10 20 40 60 SCALE: 1*=20' RIGHT OF WAY 9+00 EXIST. 111 _th E.P. 7+00 RIGHT OF WAY O CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN CONSTRUCT MODIFIED 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 (CURB PER CITY STD. 1000, PERVIOUS GUTTER PER DETAIL HEREON) ® CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 ® CONSTRUCT 4.5" A.C. MIN. OVER 12" MIN. OF 95Z COMPACTED NATIVE SUBGRADE O SAW -CUT, REMOVE AND DISPOSE .EXISTING A.C. PAVING ® CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD NO. 151-2, S=1.59 O CONSTRUCT CURB RETURN ACCESS RAMP .,FER CITY STD. NO. 1003 . O RELOCATE EXISTING P6WER POLE (BY OTHERS) 0 PROTECT EXISTING ELECTRICAL PULL BOX gINSTALL STREET LIGHT (PER STREET LIGHT. PLAN) ADJUST TO GRADE EXISTING WATER VALVE ., REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE gREMOVE AND DISPOSE EXISTING INLET RISER CONSTRUCT CATCH BASIN PER CITY STD. NO. 3004, W=4' AND LOCAL DEPRESSION PER STD. NO. 3003, CASE C g CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY STD. NO. 1007 @ RELOCATE/REPLACE EXISTING STOP -SIGN .. O EXTEND EXISTING 24" RCP STORM DRAIN LATERAL (1400 D), C.B. ei CONSTRUCT PERVIOUS APAVING PER DETAIL HEREON PER APPROVED WQMP BMP @ CONSTRUCT CONCRETE COLLAR FOR 24" RCP PER CITY STD. NO. 3022 @ EXTEND EXISTING STOP BAR . 0 EX. CURB/GUTTER EXIST. CURB/GUTTER w \I EXIST. D/W 1, CONNECTION PER CITY STD. NO. • 3005 SD 84-00 "4 - LYTLE CREEK ROAD JOIN EXIST. 8+48.78 (31.63) TC CENTERLINE SD 9+00 E.P. / 10+00 •111111111111 11111111•1111 1111111•1111 111=11M1 111111M111111.1111111M1111111M1111111..." 11•111111111111111•011 111M1111111111111 111111111111111 11111•11111111M1111111 11111=111111111111 111E1 =1111111•111111111M111 111111111101111111111M1111 Will1M1111111111 • • • EX. 4.?..„. STREET c.„. •te NO0'09 '00"E SD 7 -SAW -CUT LINE 77- 33.71TC w EXIST. SIDEWALK APN: 0226-161-09 (1) RIGHT OF WAY 95.09' PARCEL MAP BOUNDARY fr 11 rf) C.tp •/..94 CURB RETURN DATA: R=35.00' L=54.83' PARCEL 1 L=89'45'46 PARCEL MAP 19491 T=34.86' 34.84TC/33.84FL W=4', V=7.28' SEE LAT. EXT. PROFILE AT RIGHT 1010+82.00 tZP SEE SHEET 3 CURTIS AVENUE EX. CURB/GUTTER EX. SIDEWALK RIGHT OF WAY 1 11=11111111 1=1=101111 0. 1535 URFA CE ri IThI 1 LJ COLLAR PER CITY STD. 3022 c XISL 4 4000 5 L.F. • S., 24" RCP (14001) 1530 rozi,„.5 1525 BENCH MARK: CALTRANS BM # 8-17 DESCRIPTION: BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF THE SCE TOWER 343' NORTH OF HIGHLAND AVE., 0.2 MI. WEST OF SAN SEVAINE RD. 2.65 MI WEST OF SIERRA AVE., ELEV. = 1428.609 LATERAL EXTENSION PROFILE HORIZ: 1"10' VERT: 1"2' BASIS OF BEARINGS IS THE CENTERLINE OF LYTLE CREEK ROAD BEING N0009.00”E PER RS 81/64 MCN 13-064, TPM 13-007 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 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Prepared Under The Supervision Of: HENRY C. POOUIZ HP ENGINEERING, INC. 1465 CRESTVIEW ROAD RED £NDS, CA. 92374 (909) 9 6797, FAX (909) 799-1508 HENRY C. PO CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DATE: 74.3/0/ .C.E. 37037 DRAWN BY: CADD DESIGNED BY: HCP LYTLE CREEK ROAD STA. 8+48.0 TQ., STA. 10+00 SCALE: AS SHOWN DATE: 7/3/14 CHECKED BY: HCP APPR IP,) INEER DATE72p. 4 R.C.E. 51152 DRAWING NO. 5116 UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE listw......4, (TY iii'M'' It TWO WORKING 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 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Prepared Under The Supervision Of: HENRY C. POOUIZ HP ENGINEERING, INC. 1465 CRESTVIEW ROAD RED £NDS, CA. 92374 (909) 9 6797, FAX (909) 799-1508 HENRY C. PO CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DATE: 74.3/0/ .C.E. 37037 DRAWN BY: CADD DESIGNED BY: HCP LYTLE CREEK ROAD STA. 8+48.0 TQ., STA. 10+00 SCALE: AS SHOWN DATE: 7/3/14 CHECKED BY: HCP APPR IP,) INEER DATE72p. 4 R.C.E. 51152 DRAWING NO. 5116