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I--\ N CONSTRUCTION NOTES: SHEET 23 10� '17) �6E_6 ZAA105,eAPE,4ReA1rS4r_$ PMN REGIONAL A e- 16-z Ix- kl.�. 4, TOrAL TOTAL 111S 7-04RICA L CONSTRUCT -U' AC OVER -4-m OF// Z\ SF 3 0 776 BASE. FINAL SECTION TO BE TONS 77e @ COIV97* PARKWq)" 0,0eA1A" EA 2 VERIFIED BY 11R11 VALUE AT TIME P�,-e clry 0,- 1--0^17 / 0",4 _G TO S/ 7 4 5 (S4 F, f OF CONSTRUCTION. 4-1 r y " - If el Y, 1<4 ( vv � Z11; 1� CONSTRUCT CONCRETE CURB AND LF 1,7_P6 IRR.16ATIOAt 61FEV,�� PER 1AVD_',-r_APF AleCH 1,-4AN. CUTTER -(811 C.F.-PER CITY OF FONTANA STANDARD DETAIL 101). 7 CONSTRUCT STANDARD CROSS SF 19,80 C,>/4�qml GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. :9) ADJUST MANHOLE COVER TO GRADE EA 6 PER CITY OF FONTANA STANDARD - IT r53 gAp'%k9A-41W 1V ER7 40 E;'j �00�Kl uc ION DETAIL 109. G k I P"N' EA �IPKVIQ6. D18 CONSTRUCT RAMPED CURB RETURN 410- 50. FT. PER CITY OF FONTANA STD 104A. 3@1 040NOM D5INSTALL ST. LIGHT EA (5,600 HIGH PRESSURE SODIUM) W/ f7A or FKOF 00�k40 MF 57AA ORNAMENTAL POLE. K28) CONSTRUCT BARRICADE PER CITY EA erry OF FONTANA STD 118. �32) TELEPHONE MANHOLE SEE UTI.LITY PLANq PREPARERIMER THE DIRECTION OF: PLANS FOR DIMENSIONS. D33 ELECT. VAULT SEE UTILITY PLANS FOR DIMENSIONS* 6 CURB RETURNS PER CITY OF SF 27 FONTANA STD. 104B '�IOAIIVO-3 COA4!P,r 10C441 (1) REGIONAL - DOESN'T INCLUDE COYOTE CANYON NOR CHERRY AVE FROM SUMMIT TO 1-15. INCLUDES SUMMIT AVE. SOUTHERLY CENTERLINE & DUNCAN CANYO J,P. KA4 0 R.C.E. 22015 DATE SOUTHEASTERLY CENTERLINE. AWL/ST JA/ATE*K VAULT TO GRAPa DJUST WATER VALvE TO GRADE EA 30 C0 V&IC7- CoIVI�f . C-11,06 0,4/4 V Pm-_,Z.0O3VrA^1A_ S -T -a - /0 / C6"C-F) F. 94 I/ G Bench Mark A\ "RE.'Com,> vjZKW%WCA11 Z\ _0*441- cf-17, 26 'DU�1EDWXQEC,. PAVIMG Al STA.1141U, DUETr- cm C-4 W Z 1111110 UA <> p + PU. E Z C7" tAuA--WAAj 2 CooLact cuaN RE-Tvao KAIOWS-ro ?-S'. j C-0 00 FIWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E SOLY-. A A00 -C71 F7)7 e A /0" 09'23" /07- Wo' -r ITE V # ouqq r/. r.*Er 1:f e_1 3 - 4t-71 SIDE OF BASELINE 220" E -LY OF CHERRY AVE. ELEVATION 1313.04 (y) RG7V, Cic-Z> A6 Ch W C.) ENGR ` S - r civo - 11101 CITY NO. REVISIONS APPROVAT. W m 2 (33 25 40CoqL -ro TA L '17) �6E_6 ZAA105,eAPE,4ReA1rS4r_$ PMN REGIONAL A e- 16-z Ix- kl.�. 4, TOrAL TOTAL 111S 7-04RICA L CONSTRUCT -U' AC OVER -4-m OF// Z\ SF 3 0 776 BASE. FINAL SECTION TO BE TONS 77e @ COIV97* PARKWq)" 0,0eA1A" EA 2 VERIFIED BY 11R11 VALUE AT TIME P�,-e clry 0,- 1--0^17 / 0",4 _G TO S/ 7 4 5 (S4 F, f OF CONSTRUCTION. 4-1 r y " - If el Y, 1<4 ( vv � Z11; 1� CONSTRUCT CONCRETE CURB AND LF 1,7_P6 IRR.16ATIOAt 61FEV,�� PER 1AVD_',-r_APF AleCH 1,-4AN. CUTTER -(811 C.F.-PER CITY OF FONTANA STANDARD DETAIL 101). 7 CONSTRUCT STANDARD CROSS SF 19,80 C,>/4�qml GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. :9) ADJUST MANHOLE COVER TO GRADE EA 6 PER CITY OF FONTANA STANDARD - IT r53 gAp'%k9A-41W 1V ER7 40 E;'j �00�Kl uc ION DETAIL 109. G k I P"N' EA �IPKVIQ6. D18 CONSTRUCT RAMPED CURB RETURN 410- 50. FT. PER CITY OF FONTANA STD 104A. 3@1 040NOM D5INSTALL ST. LIGHT EA (5,600 HIGH PRESSURE SODIUM) W/ f7A or FKOF 00�k40 MF 57AA ORNAMENTAL POLE. K28) CONSTRUCT BARRICADE PER CITY EA erry OF FONTANA STD 118. �32) TELEPHONE MANHOLE SEE UTI.LITY PLANq PREPARERIMER THE DIRECTION OF: PLANS FOR DIMENSIONS. D33 ELECT. VAULT SEE UTILITY PLANS FOR DIMENSIONS* 6 CURB RETURNS PER CITY OF SF 27 FONTANA STD. 104B '�IOAIIVO-3 COA4!P,r 10C441 (1) REGIONAL - DOESN'T INCLUDE COYOTE CANYON NOR CHERRY AVE FROM SUMMIT TO 1-15. INCLUDES SUMMIT AVE. SOUTHERLY CENTERLINE & DUNCAN CANYO J,P. KA4 0 R.C.E. 22015 DATE SOUTHEASTERLY CENTERLINE. AWL/ST JA/ATE*K VAULT TO GRAPa DJUST WATER VALvE TO GRADE EA 30 C0 V&IC7- CoIVI�f . C-11,06 0,4/4 V Pm-_,Z.0O3VrA^1A_ S -T -a - /0 / C6"C-F) F. 94 I/ G Bench Mark A\ "RE.'Com,> vjZKW%WCA11 Z\ _0*441- cf-17, 26 'DU�1EDWXQEC,. PAVIMG Al STA.1141U, DUETr- ul goo 00'00 1 MLAMD, U?CACE X-CaUT wrto DWY AT 51A.3�4%1 91'ZI LF Z C7" tAuA--WAAj 2 CooLact cuaN RE-Tvao KAIOWS-ro ?-S'. 261 1 26L� �P.9- 2 FIWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E SOLY-. A A00 -C71 F7)7 e A /0" 09'23" /07- Wo' -r ITE V # ouqq r/. r.*Er 1:f e_1 3 - 4t-71 SIDE OF BASELINE 220" E -LY OF CHERRY AVE. ELEVATION 1313.04 et RG7V, Cic-Z> A6 I?- 9d gj� 1 ?&�.-AY ENGR ` S - r civo - 11101 CITY NO. REVISIONS APPROVAT. DATR PPRnVAT DATR /60x/.1,e, f 11 �It KNW& m I CIVIL ENGINEERS, STRUCTURAL ENGINEERS, LAND PLANNERS, & SURVEYORS 1S892 PASADENA AVENUE TUSTIN, CALIFORNIA 92680 * (714) 730-5757 J.P. KAPP R.C.E. 22015 DATi 7 (p 14 nm Z\ R 26 �o ul goo 00'00 1 2 6'2&L 91'ZI LF Z C7" tAuA--WAAj 2 QAv 001001v 7V 261 1 26L� �P.9- 2 -m-.06" 11 �It KNW& m I CIVIL ENGINEERS, STRUCTURAL ENGINEERS, LAND PLANNERS, & SURVEYORS 1S892 PASADENA AVENUE TUSTIN, CALIFORNIA 92680 * (714) 730-5757 J.P. KAPP R.C.E. 22015 DATi 7 (p 14 nm J Iro C I TY OF FONTANA CALI FORN I A PUBLIC WORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS soolet H.A.L. TRACTNo. 13750 1 1110=40' Designed by: FOXBOROUGH DR I VE Date: R. C. Cheoked byt Dwg. No. 12 r v 6 R. S. 7AIrIF-40144 C/ . IP5 100 - 1400V �lllipo Z\ R L - T -0 goo 00'00 1 2 6'2&L 91'ZI LF Z C7" tAuA--WAAj 2 QAv 001001v 7V 261 1 26L� �P.9- 2 -m-.06" 3 /0" 09'23" /07- Wo' 22.62' 77 W %0 49 "Ito" 9#'M -L j? b.76' gj� 1 ?&�.-AY -.5 - r civo - 11101 TDA r- fOL: 4.6.67' z 6' W�00` /60x/.1,e, 7 /5 00 34 WO' 9.9f 59. r?z 6 /50 00, No W f 0. 01 49-16 f 9 11000919Y, 9 7 .01 22.(021 11,34, 1A ZL 15'0 '21 9,5;-991 22-77' 11-451 eep oe 14 lf;000134'1 174 / 71, 79 36-101 1-5 15"00'-34 "' 396-50" 05.9-:31 43-01, J Iro C I TY OF FONTANA CALI FORN I A PUBLIC WORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS soolet H.A.L. TRACTNo. 13750 1 1110=40' Designed by: FOXBOROUGH DR I VE Date: R. C. Cheoked byt Dwg. No. 12 r v 6 R. S. 7AIrIF-40144 C/ . IP5 100 - 1400V �lllipo