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DE TICAL POINT X sr=cifouN 188 CURTIS AVENUE SEE DWG. NO. 3033 SHT. 11 OF 14 CAI 34' 341 r 1 _ 189 188+15.18-LYTLE CREEK RD =21 +33.71-CURTIS VE .tree_ kgrAil" (T) ri*Ma2-10litifwEefffir All 1111111111111111WMIEMN 190 191 192 NOTE: CONTRACTOR IS RESPONSIBLE TO VER/FY LOCA TION & DEPTH OF ALL UTILITIES PR/OR TO ANY CONSTRUCTION. TR 1584 EXIST. R/W �` 1 4kreatiVi=MTM46M Niatalrin ===111111101111W . 11111111111111111 0 193 PLAN 1'= 40' 194 SCALE IN FEET 40 80 120 195 160 A leic:m=1= rei Ev ralw m "A omens wiimmak 1a! 193+47.60 -LYRE CREEK RD =10+00.00 -FUTURE Sr. 196 TR 15841-1 197 198 FORD WAY SEE DWG. NO. 3036 I 1 II72' 36' 361 14' 1 22' 22' I1 14' downsiroweiihimnif=Thum===immiiiiiiso 7Ir©i VIr gummismaarsounimmis i 1 111 sW co 6 1 11 NIENNIZIMIP EXIST EP arm kwiLrask ar4 inzeiteri Isms sirizsratiarlrif rt; 199 197+94.00-LYTLE CREEK RD =11+75.00 -FORD WAY 01 200 EXIST. R/W �` 1 PROPOSED SEWER EXIST. WATER A' m CURTIS AVENUE SEE SHT. 6 CO14. 01 i Lri ti °) trj ao Lri c0 NI CO 12 h 0 188+85.91 c/ CB# 1 W=7, V=5' H=4", H =0.16' Hi BASIN #1 LOCAL DEPRESSION DETAIL (CASE A) 1"=10' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 9000100' 35.00 54.98 35.00 C2 90'13'35' 35.00 55.12 35.14 EXIST. R/W PROP. R/W CONSTRUCTION NOTES 0- CONSTRUCT 4.5" AC PAVEMEN/(MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). CONSTRUCT 8" CF P.C.C. ;CURB & GUTTER PER CITY STD. PLAN N0 003.. 0- CONSTRUCT 6 TO 8 P.C.C. CURB & GUTTER TRANSITION PER CITY STD. PLAN NO. 1003. EXIST. TEL -' EXIST. ELECT. rR 16427-1 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 0- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . O6 CONSTRUCT AC OVERLAY (0.10" MIN.) � -CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, CASE A CASE B, PER PLAN. CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN 300-2, "W" PER PLAN. CONSTRUCT 2" AC PAVEMENT (MIN.) OVER COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). 10 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 11 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 iz 5 PEA UNDAY WAY INSTA STREET LIG CO CO cN co Nt- tri =�I CAS 14' 27' 41' 27' 41' 14' Aiwa "A" S TR ET SEE DWG. No. 3_29_1 SHT. No. 7 OF 8 9,500 LUMEN PER CITY STD. P 13 EXIST. POWER LINES TO BE UNDERGROUND (BY OTHERS). SAW CUT EXISTING A.C. PAVEMENT. OR 0REMOVE EXISTING A.C. PAVEMENT. 16 REMOVE EXISTING FENCE. 17 EXIST POWER POLES TO BE RELOCATED BY OTHERS. 18 GRIND EXIST. PAVEMENT 0.10' DEEP AND OVERLAY. 19 CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 118. INSTALL 4' PVC SLEEVES SCH. 40. G- CONSTRUCT 8' A.C. DIKE PER CITY STD. PLAN NO. 136. REVISION DESCRIPTION m N cCi NO. 1016 (SCE /10). DIAL ; TWO WORKING BEFORE DAYS BEFORE YOU DIG \ = YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT U W coO 4 Lai TR 16427-1 LYTLE CREEK RD. 5' 1 5' 7' 6' Ac 61• `1 • 10 CB#2 dA W=7; V=cl 5.4' H=194+244 H =0.16' TCH BASIN #2 LOCAL DEPRESSION DETAIL (CASE A) 1"=1n' 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. z W MEET F.G. FINISH GROUND STREET 12 M/ 4:1 EXIST. -GROUND wooll01. SECTION 2D 1"=10' BENCH MARK: # 8_17 CAL TRANS BENCHMARK 8-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' F SAN NORTH OF RD., 2.65 0.2 WES WEST OF SIERRA AVE. ELEVATION: # 1428.609 BASIS OF BEAR/NGS: THE BASIS OF BEARINGS FOR THIS MAP SHOWN CL N00' 12 5 �E OEN RD,. ECORD OF SURVEY AP FILED IN R.S.B. 111/99-103 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 . (0 14 '*j PROP. R/W micia4Av rAmax. Ver 4 5 LI EXIST. C & G JOIN & MATCH EXIST. EP -EX/ST W/W. WINNIINNI111111 0.0 D \DETAIL 2A SEE SCHOOL DISTRICT IMPROVEMENT PLAN �� DWG. N0.3349,SHT.2 OF 5 • DETAIL 2A A1"=20' FUTURE R/W 41101 RECORD DRAWING THESE RECORD DRAWV4vS HAVE BEEN PREPARED. IJP65 PRT, ON 1HE B.4 SM OF ; m FC?rMAT1ON COtiFILED AN3 . 14.1 FU ,'4:S.Ht D SI O HP.3 ThE. Et33' HETI W U. NOT RES:=O iC 3;..E Fel ANY ET1.1:".:FZ OR O ISSiONS MATCH HAVE BCEii NOO:VC'-'.t-rED I:�' J TH_ ^= .7.1�°41S AS LA_ RESULT THEFEC?3=. - ,N CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: MA R.C.E. 62183 • EXP. 9-30-05 DESIGNED BY: EF CHECKED Ak 4i.tapOk PC"l GB C/ TR US HEIGHTS L YTL E CREEK RD. FROM CURTIS AVENUE TO 1100'± NORTH OF CURTIS AVENUE SCALE: 00 AS SHOWN _ DATE: JULY 2003 to APPROVED BY: • 69/2 F:l&C‘fra- 44/v0 /0// 7/03 CITY ENGINEER R.C.E. 51152 DATE DRAWING NO.: 3399 J:\126-1662\streets\ST02.dwa. 10/16/2003 10:12:15 AM. GB.GB