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CONSTRUCT 4" AC OVER 4W OF -54 44 o SF 0 TONS t VERIiIED BY "R VALUE AT TIME 4% 41� + 0 + _W LO ALE PR 06 OF CONSTRUCTION. CONSTRUCT CONCRETE CURB AND LF 0 CUTTER (811 C.F. PER CITY OF OFILE _SC* -N -7 ------- - FONTANA STANDARD DETAIL 101). + 0 SF 1,066 GUTTER AND SPANDREL PER CITY 6.0 4F OF FONTANA STANDARD DETAIL 104. ADJUST MANHOLE COVER TO GRADE -7 EA 440 RAW IV EA 3 I' -STALL ST. LIGHT (22,000 SA ORNAMENTAL POLE, 10+00 11+00 12+00 13+00 14+00 15+00 15+00 17+00 18+00 19+00 CONSTRUCT L40CAL DEPRESSION �16 SF 2-D88. NOTE: INTERLOCKING PAVER AREAS TO BE I 3Z >- 9� CONSTRUCT BARRICADE PER CITY 2 EA 01 1j AN TEMPORARILY PAVED PRIOR TO FINAL -4 LF 4- u + CONSTRUCTION OF INTERLOCKING PAVERS. rn 0. STD. 101Y, MEDIANS. Z� 9 A3 -4 SF �v r---% C"; Al 'A 3 CURB RETURNS PER CITY OF Tin la7vv _' '4� 09 PLANS PPPPAREO UNDER THE DIRECTION OF: J.P.- KAPP R.C.E. 22015 DATE 29 262 �A EXr) OF C Av�� I % IZIEC-09N> 7-:�eA%-4W61" . . R,61P C-01VSr, /1,104E' S7 A -004'A9 6TA7-10tq,0A/ /0/</A/Y CLIZIIeRr. 96: V. M,6:0 I A t -J (4PP,,50 SllV� f X 4% S ) - 4DI)Q> 01, REV iRU44. f ADJ)CO PikWYCULVE ,40DEr-> SLC-r:VF- 96v- mic-01a", I-IRAO'q 7C 7-10,YY O#OAIS REV. 471-1AA1r171'.E.F AER CF0 ESr1^97i REVISIONS n A t 7 90"00100" m/ 47-12' -40.00, 2 3044'00' 104t' Q YO 33. 'Q6 3F V.�_F'400 Y07 6b' X. 1jr �6. IY 1-5 0 1.9'04'w 1036 ' 4,97.791 W. 6y, 5 W/ W. 60, 19. ?0 4 OV0`99' zc) �0- 60 1,9.70 7 1,120,01" 1000, A^ 7 V. 7,* 10 - �17' /60 F/-ZW# 1000/ ,3:7 ?9 14 R ?1 0 06 "'15 o m %0 16, /0 2000C)"000 W, 47. /0' 4) / 1 160 30"ma" Vf ff 11570/" 12 ge"o 3& ?Of 00-W 13 '9el" %10"0111 00 f I 14 /0 Ole I Z(11 /8/. e>f' W. 17f IS /10 061,09"'1 &76 - 04' 131 X / 65 71' 16 50052131 60- X' 53. 29' z9.54-1- 17 �S 9 0 4Z. -5 0 51. gg' 1?9.;?-9 I,e -9,6 * 9 7_32',' la �Fg. 00 6 73. Z3 34946 /? / 70 // "9/ fl 949. Od 294.321 143. Z5 ZO 949. 00 156-9.e Z6. 6, 7 2/ ",,44 '0 9 6,60 - 0.4 1Z 7 9&4 PLANS PPPPAREO UNDER THE DIRECTION OF: J.P.- KAPP R.C.E. 22015 DATE 29 262 �A EXr) OF C Av�� I % IZIEC-09N> 7-:�eA%-4W61" . . R,61P C-01VSr, /1,104E' S7 A -004'A9 6TA7-10tq,0A/ /0/</A/Y CLIZIIeRr. 96: V. M,6:0 I A t -J (4PP,,50 SllV� f X 4% S ) - 4DI)Q> 01, REV iRU44. f ADJ)CO PikWYCULVE ,40DEr-> SLC-r:VF- 96v- mic-01a", I-IRAO'q 7C 7-10,YY O#OAIS REV. 471-1AA1r171'.E.F AER CF0 ESr1^97i REVISIONS C(P Benoh Mork FUE 43 - R.R. Spike in E.F. by PP*1536663E St ly. side of Baseline 220' +/- E*ly of Cherry Ave. ITY Elevation = 1313.04 PROVAT DATE I J�R KAM& m CIVIL ENGINEERS, STRUCTURAL ENGINEERS, LAND PLANNERS, & SURVEYORS 15892 PASADENA AVENUE TUSTIN, CALIFORNIA 92680 * (714) 730-57S7 J.P. KAPP R.C.E. 22015 DATE N6(P 0 /9 / 4 W TW FONTANA,-STD 4,f 0 SF 10.4 47415//r4 CONST". VAj%1<WAf CuL-V'r=RT t0=6 iS:A REGIONAL - DOESN'T INCLUDE COYOTE CANYON NOR CHERRY AVE FROM SUMMIT TU__ 1-15. INCLUDES SUMMIT AVE. SOUTHERLY CENTERLINE & DUNCAN CANYON SOUTHEASTERLY CENTERLINE. ADJUST WATER VALVE TO GRADE E A _13 tP_R1647101 V S I- Er Ve p, r- e ARCH. RIAM AQJU5T WATER. VAULT TO OrRADE 3 _Z5 S< V 0 AC PAVEMENT TO'BE CONSTRUCTED PER INTRACT DESIGNED 'S TREM 00000100lo- 0000000000.00- of 0' 0 56e L4"09CAPE ARCY PLA1,19 'ro R 1WEI-7 A /' 0 - RIX la 5. W. 4 el, E il. � 5. 3'A.6 OVER 4 A& (rZIT. 67� .51= 4z 17/ PROVIDE TEMPORAP\Y PAVING iVMIW iNTER7 .,..LOCKING PAVER AREA STRUCTURAL 5ECTIOW 4` 11 OVER, (05 ' MIT LA5T I "OF PAVIQG 1 "45 50.FT. .CITY OF FONTANA f CAL I FOR'N I An PUBLIC WORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS Scale: H. A. L. TRACT No .13750 1 W=40' Designed by: CHERRY AVENUE Date: R. C. Chocked by: Dwg. No 7F7 R. S. Approved: libeo- '0000 . ENGINEER R.C.E. 7-1_74m< �-1341 C_ 6- -2-90 ENGR 1 S APPROVAL DATE C(P Benoh Mork FUE 43 - R.R. Spike in E.F. by PP*1536663E St ly. side of Baseline 220' +/- E*ly of Cherry Ave. ITY Elevation = 1313.04 PROVAT DATE I J�R KAM& m CIVIL ENGINEERS, STRUCTURAL ENGINEERS, LAND PLANNERS, & SURVEYORS 15892 PASADENA AVENUE TUSTIN, CALIFORNIA 92680 * (714) 730-57S7 J.P. KAPP R.C.E. 22015 DATE N6(P 0 /9 / 4 W TW FONTANA,-STD 4,f 0 SF 10.4 47415//r4 CONST". VAj%1<WAf CuL-V'r=RT t0=6 iS:A REGIONAL - DOESN'T INCLUDE COYOTE CANYON NOR CHERRY AVE FROM SUMMIT TU__ 1-15. INCLUDES SUMMIT AVE. SOUTHERLY CENTERLINE & DUNCAN CANYON SOUTHEASTERLY CENTERLINE. ADJUST WATER VALVE TO GRADE E A _13 tP_R1647101 V S I- Er Ve p, r- e ARCH. RIAM AQJU5T WATER. VAULT TO OrRADE 3 _Z5 S< V 0 AC PAVEMENT TO'BE CONSTRUCTED PER INTRACT DESIGNED 'S TREM 00000100lo- 0000000000.00- of 0' 0 56e L4"09CAPE ARCY PLA1,19 'ro R 1WEI-7 A /' 0 - RIX la 5. W. 4 el, E il. � 5. 3'A.6 OVER 4 A& (rZIT. 67� .51= 4z 17/ PROVIDE TEMPORAP\Y PAVING iVMIW iNTER7 .,..LOCKING PAVER AREA STRUCTURAL 5ECTIOW 4` 11 OVER, (05 ' MIT LA5T I "OF PAVIQG 1 "45 50.FT. .CITY OF FONTANA f CAL I FOR'N I An PUBLIC WORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS Scale: H. A. L. TRACT No .13750 1 W=40' Designed by: CHERRY AVENUE Date: R. C. Chocked by: Dwg. No 7F7 R. S. Approved: libeo- '0000 . ENGINEER R.C.E. 7-1_74m<