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MIIIIMMEMINEEMMEMEMIMEIBINEIMENIKEIMINEMEMINEMINEMINEINEIMIII i.s■ ■s■■e■s■ ■■wi ■■■ ■ 88 84 85 86 87 PLAN 1"= 40' 1111111111111111111111111111111.1111111111111111.11111. 1•11111M11111111INIMEMEMEINEMEMENMEIMIMMENIMISINIMENEMINIMEMERIMINEMN MESIMINIIMIIIIIIIIMEMEMEMIENEINEIMEIMENIMMEMEMENEMEMEMIEMEMEMEMINMEMIE 89 SCALE IN FEET 40 80 120 160 _ /W OM/77,4D o"1=1=Ig= 90 91 A,�fw OM/7TED 92 93 ADMtTTEC) CONSTRUCTION NOTES: CONSTRUCT 4 1/2" AC ON 12" CO ACTED NATIVE SOIL (95% COMPACTION) PER SOILS REPORT RECOMMENDATION. 01.411T --E, -, ii &e-. e CONSTRUCT 8" CURB AND GUTTER CI S D. PLAN NO 003. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015. INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #10). ONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF FONTANA STD. PLAN NO. 1005. CONSTRUCT 8" AC DIKE PER DETAIL ON SHT. NO. 2. CONSTRUCT CHAIN LINK FENCE, GATE PER MWD FIG. 5 (GATE OPENING = 20') 0 0 s A 0 i'17er, APN 228-04'3-57 TEArrA TI r TRACT J8ve Ni(ccsE Co +1593,8 ®PROPS -24" -WATERLINE QW LTJ FUTURE STREET i°1 228—'1EJ22B t2-1 ccE V 1/4i XA � aMrrren 047 PROP R 03 t.0 MWD 121 " WELDED 88 STEEL-. WATER PIPE '-0- Jr ~SEE SHT. 5 DW . 3706 • rAPJV 22B-092-43 :c2fier TEAITA 7YE TRACT r r-% 'c'LLI8PP.6-062,-,'.6-4 ,*.c'- Will TA-% co? __________t-4, 9nkr-P$,;1-1 7ZNTA TlVr TRACT 17039 • ▪ a,� o�"Qi r-� U▪ l (� MITTS EXIST SGVMWD- 4 WATER LINE FESS!OA 0 w1tT`rEo CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 22'58'48" 822.00 329.68 167.09 C2 22'58'48" 800.00 320.86 162.62 C3 22'58'48" 778.00 312.04 158.14 -0 (41,4111 RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN N PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 01 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 1 HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS L A RESULT THEREOF. (.3v occ� PROP R/W • 17040 MWD R/W 4 0 II U NOTE PRIOR TO ANY CONSTRUCTION *MK, THE CONIRACTOR SHALL POTHOLE TO VIYIfY THE LOCATION & ELEVATION OF ALL UTILITIES OF POSSIBLE CONFLICT. 0 M t ttED //,42 .1 EXIST SGVMWD 41" WATER LINE 0 N rn c0 0 A 5/W OMITT50 FUTURE S TREE7+ 0 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 ONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 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' NORTH OF HIGHLAND, a2 MI WEST OF SAN SEVA/NE RD., 2.65 MI WEST OF SIERRA AVE. ELEVATION: 1 1428.609 BASIS OF BEARINGS: THE BRG NO8959'31 "E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 760-A SOUTH ROCHESTER AVENUE ONTARIO, CA 91761 PHONE (909) 937-9151 Date .1g05 RCE 6637, EXP. B- • WENDELL L. IWA TSURU CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: PM/ MA DESIGNED BY: CHECKED KNOX AVENUE FROM 3,117± N/O SUMMIT AVE W/O CITRUS AVE SCALE: AS SHOWN DATE MARCH 2005 8- /7 -o9 I TY E GINEER R.C.E. 51152 DATE DRAWING NO. 3704 J:\126-2012\streets\St06.dwa. 8/3/2005 10:58:03 AM. Ernie. Ernie REV. REVISION DESCRIPTION DATE ENGR. CITY DATE AKfiE 0 D DIAL/\TWO BEFORE YOU DIG .4411 WORKING DAYS BEFORE You Dlc Lam, REC. DW- - CSARR)cADEVIED • AtIe / A/wev. S7t 4-Ntri 01-1 iii TOLL FREE 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT SHOWED FUTURE 121 " MWD WATERLINE 6,3 05 jtJ� 1 f • �'� 0 (.3v occ� PROP R/W • 17040 MWD R/W 4 0 II U NOTE PRIOR TO ANY CONSTRUCTION *MK, THE CONIRACTOR SHALL POTHOLE TO VIYIfY THE LOCATION & ELEVATION OF ALL UTILITIES OF POSSIBLE CONFLICT. 0 M t ttED //,42 .1 EXIST SGVMWD 41" WATER LINE 0 N rn c0 0 A 5/W OMITT50 FUTURE S TREE7+ 0 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 ONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 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' NORTH OF HIGHLAND, a2 MI WEST OF SAN SEVA/NE RD., 2.65 MI WEST OF SIERRA AVE. ELEVATION: 1 1428.609 BASIS OF BEARINGS: THE BRG NO8959'31 "E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 760-A SOUTH ROCHESTER AVENUE ONTARIO, CA 91761 PHONE (909) 937-9151 Date .1g05 RCE 6637, EXP. B- • WENDELL L. IWA TSURU CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: PM/ MA DESIGNED BY: CHECKED KNOX AVENUE FROM 3,117± N/O SUMMIT AVE W/O CITRUS AVE SCALE: AS SHOWN DATE MARCH 2005 8- /7 -o9 I TY E GINEER R.C.E. 51152 DATE DRAWING NO. 3704 J:\126-2012\streets\St06.dwa. 8/3/2005 10:58:03 AM. Ernie. Ernie