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EE1114I1 MEM 'gyp 11111111111111111110111111111111111 111111111111111111=111111111 MN IN111.11111111111111111111111111111111111111111111111111111111111 11111 �:::�9B�C::::::::. ��, .. 062 POPOSEDR II _AIRSBEAIF G DE-fl0 RA VAR --CL t P 0P0SED RADE _ Bi.. EEO ..irgegillIii •- fa ph. 003 am imumimirw-iiiiimm , AN coimitilimaimummumm. ammo 1 om N - + '1 o ?ci, __,_. -I- 7 1111111111111111111111111 11110.1”.Ill MN r, l1 1 EXISTING& 1111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111 RD E 111 mommumm mu NI MN 1111111111111111111 1 J1JJII I_._2_,gaiii1E ppyiniimminow- 1111EMEIPRIffir 'ALM MEM 4111M11111 IMO 111 1111 MEM ITA L== max 06.63 37 . C 24.4 FP STALL 39.5 CD 0 0 O ACV +. a O Z W�i.1 Z= (T)W UW (f) 20+00 APN 226-163-21 21+00 APN 226-163-20 22+00 23+00 APN 226-163-19 ace () 24+00 APN 226-163-18 EXIST. GAS LINE EXIST. R/W 25+0 PLAN 1'= 40' 26+00 SCALE IN FEET 0 40 80 120 160 If11:%31=1=I APN 226-163-17 APN 226-163-16 r 28+00 29+00 30+00 31+00 1- EXIST. EDGE OF PAVEMENT 100.O7'50"T S EXIST. EDGE OF PAVEMENT APN 226-163-15 EXIST. R APN 226-163-14 --- APN 1226-163-13 CONST. STREET PVMN'T PER STREET IMPROV. PLAN (SHT. -7) 1NT. 26+41.78 KNOX `AVE. =34+50.05 . CURTIS AVE. EXIST. R/W EXIST. 6 5/8" W ER EXIST. R/W EXIST. W'LY R/W APN 226-181-06 EXIST.E'LY cI R/W E APN 226-181=08 EXIST EDGE APN 226-181-07 25' 25' APN 226-181-03 APN 226-181-04 APN 226-181-05 19'± 20' KNOX AVENUE EXIST. A.C. PAS' LINE "A" * * NOTE: CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TO START OF CONSTRUCTION. ANY DESCREPANCY TO PLANS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. APN 226-181-09 'APN 2262-181_-1 APN 226-181- w =58' �'�r. =612'z -= 66; D 2 = 66 r` 0 M w J o CONSTRUCTION NOTES ONSTRUCT 66" DIA. R.C.P. D -LOAD PER PROFILE. ONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO 10. ONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1, SEE SHEET N0.10 SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT. PER CITY STD. DETAIL 131. REMOVE AND REPLACE - PAVEMENT WITH A MINIMUM OF 4 1/2" A.C. OVER 12" COMPACTED NATIVE MATERIAL. 5' MIN. 2% 2z 5, 6 PROP. L. S .D. GAS 0 PROP SEWER EXIST. WATER TYP/CAL PAVEMENT RECONSTRUCTION DETAIL NOT TO SCALE CURVE / LINE DATA TABLE ITEM NO. DELTA/HEARING RADIUS LENGTH TANGENT QA 25°27'53" 45.00' 20.00' 10.17' 0 64°22'41" 45.00' 50.56' 28.33' TOTAL© 89°50'35" 45.00' 70.56' 44.88' � RECORabpjc i THESE RECORD OFA`. � : t..8 h .. S "'! iAREO, In PART,OyTHE BA:'SO�i. ?'Tk`ti ,'ikinuasND FUPItiISPED BY OTS IRS.- THE c I VP..t1. NOT e€ RESPQ'i S�` .E FC ANY Bim; O. V'A14CH HAVE €�E�1 G=-' 17-0 D t .Ta Ti�i:: COCCI NTS AS A R!SU`T TrBO BENCH MARK: # 8-17 CALTRANS BENCHMARK 8-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER OASEVNRD62EWEST FSN/E,2.MWEST OF SIERRA AVE. ELEVATION: / 1428.609 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP HOWN AS 00' 1235 gE OEN RECIORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 CURTIS AVENUE LINE- "A" SEE SHEET NO. 4 (O LU D O Z.. z ? U� w 1UJ Q11.1 W' Z Ui X �W 0 w Z (f) MATCHLINE 31+08.32 EC. SEE SHEET NO. 4 PHASE 1 APPROVAL LINES A, B, & D STA. 10+.00.00 TO 12+19.90 LINE C APPROVED BY: CITY ENGINEER R.C.E. 51152 DATE DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SERVICE BY ff TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE !O RECORD DWG 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 CONDITIONS AND STANDARDS IN EFFECT. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : s-VP•A9) R.C.E. 62183 EXP. 9-30-05 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: SC DESIGNED BY: MA TRACT NO. 16427„ OX AVENUE LINE A FR. ±200' N. 9F SIERRA LAKES PARKWAY Ti' CURTIS AVE. APPRO i D BY: /'•03 CITY NGINEER R.C.E. 51152 DATE SCALE: AS SHOWN DATE: JULY 2003 DRAWING NO.: 3401 14- J:\126-1662\storm\sd03.dwa. 09/18/2003 02:43:38 PM. GB.GB