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Home My WebLink About2574-1m N 0 3 cV O O LO O m 7 8 PLAN 9 10 1"-200 FONTANA AVE. ME RRILL AVE. E� 4 jj l / -- —� — _.. :::X PACIFIC °3::LL LINE -- � � . . ........ LEx S� r ' \ N - RASES EX ._-... 1 EX GRASS v _ .. LOm U � v,�. � 0) \ �- \_.1=X C::URP �EX FL + -� :�:rn N r ...�. - 1 enow L.F. U afJ Z z S.F. 8929 . ; S.F. onOMNINMImommmil mW 1 N mW mW u m Uj C) -t IP 3 o� p� Ur 3 o I0 00 SAWCUT EXIST. PAVEMENT AT t 12.' RIGHT (UNLESS OTHRWISE I0 I� n3 L.F. + 3m + 0 �m :m 0+0C] 10 L.F. 12 CONSTRUCT HANDICAP RAMP PER APVAA STD 111-2, CASE C • DETAIL 8 1 EA. ON EAST SIDE 13 OLEANDER AVENUE FLOW UNE 524 S.F. 14 CONSTRUCT 12" WIDE YELLOW CROSSWALK LINE PER CALTRAN STD A24E 59 L.F. aCONSTRUCT PAVEMENT MARKING PER CALTRANS STD. A24D 1 L.S. 16 P OJEC S.F. 17 CONSTRUCT 4" YELLOW CENTERLINE PER CALTRANS STD A20A. DETAIL 1 255 caEss L C 1 4 AVE. ' R/W .la N NTANA AVE. SIERRA AVE. NONNI 11mloil E=1=1010 NEI I NMINONNI No 1.1mmill MINNIEN 111 NEI I NMIm 01101 EME SEE-NONNI00 NEIMEN NIMENIMMEME NIMMENE01— E m NMI ME mmm 11mmam W_ N _M W_ 0mmmmmmw�=�m 0 MENNMIsea------------ III i m 7 8 PLAN 9 10 1"-200 FONTANA AVE. ME RRILL AVE. E� 4 jj l / -- —� — _.. :::X PACIFIC °3::LL LINE -- � � . . ........ LEx S� r ' \ N - RASES EX ._-... 1 EX GRASS v _ .. LOm U � v,�. � 0) \ �- \_.1=X C::URP �EX FL + -� :�:rn N BENCHMARK PK NAIL N AND NECR AT OLEANDER AND MERRII ELEV = 1222.42 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. WJMSER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKS DAYS BEFORE YOU DIG cc U m \i ---EX. CURB DETAIL -B---"'7 B" '► RETURN HANDICAMP RAMP, DETAIL 1"=20' REVISIONS No. I By I Date City AprrovW Date 6' RETAINING CURB PAVED SURFACE DETAIL "B" SIGH S S EX EP EX CBS GUARD POST TYP W 10 N 2 r -m0 �m LEGEND 4) IQ c Ir aw :5 U N W mIx r 11 �? 3V) V) rn 3�inv +\o Ow 00 oQaz �J GUARD POST TYP INDICATES REMOVE EXIST. A.C. PAVEMENT INDICATES NEW A.C. PAVEMENT INDICATES NEW P.C.C. SIDEWALK, CURB AND GUTTER INDICATES OVERLAY TO CENTERLINE 13 APPROXIMATE 14 �{ LIMITS 17 v 1 s c cn l� ! SLAB 3 30' 10 SEE DETAIL LEFT r ...�. - 1 `SEX CB L.F. U afJ Z z S.F. 8929 . ; S.F. 8939 mW 1 N mW mW u m Uj C) -t IP 3 o� p� Ur 3 o I0 00 SAWCUT EXIST. PAVEMENT AT t 12.' RIGHT (UNLESS OTHRWISE I0 I� n3 L.F. + 3m + 0 �m :m 0+0C] 10 L.F. 12 CONSTRUCT HANDICAP RAMP PER APVAA STD 111-2, CASE C • DETAIL 8 1 EA. ON EAST SIDE 13 OLEANDER AVENUE BENCHMARK PK NAIL N AND NECR AT OLEANDER AND MERRII ELEV = 1222.42 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. WJMSER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKS DAYS BEFORE YOU DIG cc U m \i ---EX. CURB DETAIL -B---"'7 B" '► RETURN HANDICAMP RAMP, DETAIL 1"=20' REVISIONS No. I By I Date City AprrovW Date 6' RETAINING CURB PAVED SURFACE DETAIL "B" SIGH S S EX EP EX CBS GUARD POST TYP W 10 N 2 r -m0 �m LEGEND 4) IQ c Ir aw :5 U N W mIx r 11 �? 3V) V) rn 3�inv +\o Ow 00 oQaz �J GUARD POST TYP INDICATES REMOVE EXIST. A.C. PAVEMENT INDICATES NEW A.C. PAVEMENT INDICATES NEW P.C.C. SIDEWALK, CURB AND GUTTER INDICATES OVERLAY TO CENTERLINE 13 APPROXIMATE 14 �{ LIMITS 17 v 1 s c cn l� ! SLAB 3 30' 10 SEE DETAIL LEFT VICINITY MAP N.T.S. CONSTRUCTION NOTES r O1 CONSTRUCT 8" C&G, PER STD. 101 244 L.F. OCONSTRUCT 4' THICK CONC. SIDEWALK PER CITY STDS Z z S.F. ;0O >E CONSTRUCT 4.5" A.C. OVER 12" COMPACTED NATIVE (95X) 1546 S.F. 4O RELOCATE EXIST. ROAD SIGN AS DIRECTED BY CITY ENGINEER 1 EA. CITRUS D'-9 300 AVE. O6 CONSTRUCT ALLEY APPROACH PER STD. 101-L as > g Z O7 SAWCUT EXIST. PAVEMENT AT t 12.' RIGHT (UNLESS OTHRWISE SHOWN) 315 L.F. OS SAND BLAST EXIST PAVEMENT MARKING AS DIRECTED BY THE ENGINEER 1 L.S. 9O REMOVE EXIST. CURB RETURN SOUTH AS NECESSARY 10 L.F. 12 CONSTRUCT HANDICAP RAMP PER APVAA STD 111-2, CASE C • DETAIL 8 1 EA. ON EAST SIDE 13 OLEANDERAVE. FLOW UNE 524 S.F. 14 CONSTRUCT 12" WIDE YELLOW CROSSWALK LINE PER CALTRAN STD A24E 59 L.F. aCONSTRUCT PAVEMENT MARKING PER CALTRANS STD. A24D 1 L.S. 16 P OJEC S.F. 17 CONSTRUCT 4" YELLOW CENTERLINE PER CALTRANS STD A20A. DETAIL 1 255 caEss L C 1 4 AVE. ' R/W .la N NTANA AVE. SIERRA AVE. VICINITY MAP N.T.S. CONSTRUCTION NOTES QUANTITIES O1 CONSTRUCT 8" C&G, PER STD. 101 244 L.F. OCONSTRUCT 4' THICK CONC. SIDEWALK PER CITY STDS 1289 S.F. O3 CONSTRUCT 4.5" A.C. OVER 12" COMPACTED NATIVE (95X) 1546 S.F. 4O RELOCATE EXIST. ROAD SIGN AS DIRECTED BY CITY ENGINEER 1 EA. OCONSTRUCT DRIVE APPROACH PER STD. 102 300 S.F. O6 CONSTRUCT ALLEY APPROACH PER STD. 101-L 3.37 S.F. O7 SAWCUT EXIST. PAVEMENT AT t 12.' RIGHT (UNLESS OTHRWISE SHOWN) 315 L.F. OS SAND BLAST EXIST PAVEMENT MARKING AS DIRECTED BY THE ENGINEER 1 L.S. 9O REMOVE EXIST. CURB RETURN SOUTH AS NECESSARY 10 L.F. 12 CONSTRUCT HANDICAP RAMP PER APVAA STD 111-2, CASE C • DETAIL 8 1 EA. ON EAST SIDE 13 CONSTRUCT A.C. LEVELING COURSE TO ERADICATE EXIST. A.C. FLOW UNE 524 S.F. 14 CONSTRUCT 12" WIDE YELLOW CROSSWALK LINE PER CALTRAN STD A24E 59 L.F. aCONSTRUCT PAVEMENT MARKING PER CALTRANS STD. A24D 1 L.S. 16 OVERLAY LEVELING COURSE TO CENTERLINE 2796 S.F. 17 CONSTRUCT 4" YELLOW CENTERLINE PER CALTRANS STD A20A. DETAIL 1 255 L.F. EXIST. R/W ±12' 22' 17 EXIST. 16 PAVEMENT 0. 1.5%-3.3% _'C� EXIST. BASE VARIES 30'-32' VARIES 8' TO 10' 6' I N.T.S. N.T.S. Seal QROF ESSbo C, 'yam L` No. 29001 r m * Exp. 3-31-99 '4PF OF CXVNFF SUBMITTED BY - DATE: Com' •_ ! .��_ w� 4 •0 JoHNEGAN& ASSOCIATES, NC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Co. 92374 (909) 889-0676 (909) 799-8944 EXIST. FENCE OR GUARD POST EXrST. SURFACE GRADE AND PAVE AS NECESSARY TO MEET EXIST. SURFACE CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWNM.E.S. STREET IMPROVEMENT PLAN SCALE "=20' DESIGN OLEANDER AVENUE DATE F.R.G. STA. 7+20.00 TO STA. 9+64.00 NOV 97 CHECKED DR No. SHEET 1 © F.R.C. APPR op CITY ENGINER.C.E. No. 25126 2574 OF 1 k.