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IT ....... .. . ..... .. 0- q 0 (9 Z . . ........ ....... ....... ... .......... . .......... . . ..... . . . ........ . . ........ -------- ­-- - -------- It. --H- OR-*1--Z--I-­--4 . ........ . ...... . ..... ---- - - ­­­ . ............ . . ........ - . ....... ------- ------- . . ........ . . .. ........ -------- -------- ----- . . ........ ... ... -------- 'T t.. ........ . . ........ . .... ..... ... ... I. ......... 'IV ER T ­ I6+00 7+00 8+00 q+00 10+00 11+00 PLAN Ill= 40' 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CONSTRUCTION NOTES: CONSTRUCT 4 1/2- AG PAVEMENT CMIN) OVER 12- COMPACTED NATIVE MATERIAL CSEE GENERAL NOTE 27 + 28) @ CONSTRUCT G 1/2- AC PAVEMENT CMIN) OVER 12- COMPACTED NATIVE MATERIAL CSEE GENERAL NOTE 27 + 28) CONSTRUCT 6' CURB + GUTTER PEP, CITY STD. DWG. NO. 101 CONSTRUCT 8- MEDIAN CURB PEP, CITY STD. DWG. NO. 101 CONSTRUCT GROSS GUTTER PEP, CITY 5TD- DWG. NO- 104, MODIFIED TO 8' WIDE CONSTRUCT RAMPED CURB RETURN PEP, CITY STD. DWG. NO. 104A CONSTRUCT 4- CONCRETE SIDEWALK PEP, CITY STD- DWG. NO. 105A. W=5' INSTALL STREET LIGHT CSGE #20) 22,000 LUMEN H.P.I.S. INSTALL BARRICADE PEP, CITY STD. DWG. NO. 118 CONSTRUCT CURB OPENING CATCH BASIN PER APWA-500 STD. PLAN 300-1 W=PER PLANi V=PER PLAN CONSTRUCT MODIFIED RAMPED CURB RETURN PEP, CITY STD. DWG- No. 104A. + PEP, DETAIL HEREON CONSTRUCT G- THICK INTEGRAL COLORED CONCRETE. OVER 4- AGG BASF. OVER 12' COMPACTED NATIVE MATERIAL. COLOR TO BE APPROVED BY PLANNING PRIOR TO INSTALLATION. 8' THICK INTEGRAL COLORED CONCRETE. COLOR TO BE APPROVED BY PLANNING PRIOR TO INSTALLATION. GONG. BA OR GUTTER L 0' 4' MIN. CL 11 AGG BASE DECORATIVE CONCRETE DETAIL GROSS 5ECTION am NOT TO SCALE CONCRETE BAND CTYP.) -7DIAN CURB 8' THICK INTEGRAL COLORED CONCRETE. COLOR TO 13E APPROVED BY PLANNING PRIOR TO INSTALLATION SEE TYPICAL CRO55 SECTION HEREON + GUTTER tNHANUtU PAVEMNI DETAIL - B NOT TO SCALE 8' THICK INTEGRAL COLORED CONCRETE. COLOR TO BE APPROVED 13Y PLANNING PRIOR TO INSTALLATION. N -V CURB + GUTTER ENHANCED PAVEMENT DETAIL - Am: NOT TO SCALE MEDINAH STREET nq nn on MEDINAH STREET FUTURE IMPROVEMENTS R ORD DRAWING THESE RECORD DRAVANGS HAVE BEEN PREPARED, IN RART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMSION.S WHICH HAVE BEEN INTO THE DOCUliffiM AS A RESULT THEREOF PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN: MR. GERRY BRYAN 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA 91786 PHONE: (909) 985-0971 REVISIONS OUSE DRIVE 14+23.7G CIL C.5- W=3.5'; V=4.5' co 10 L -D- / G-13- DETAIL (D No. 83 ( Exp -j 31) --1 NOT TO SCALE civi CN: Phil 4-1 q , j /V/, 116 ENGR'S 1 DATE'l CITY I DATE APPROVAL I APPROVAL BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89030'06"E ALONG OF CITRUS AVE. AND LOS CEDROS THE NO. LINE OF SEC. 30, T.1N., AVE., IN POWER POLE NO. 901iE R.5W., S.B.M. PER R.S. 58/5, WAS ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASIS OF BEARINGS FOR c I X/A Tn 1 AR7 9q I t1lb HLAN . n A v cz rM-N.S. TRACT MAP NO- 15qoB DESIGNED: GLUBHOUSE DRIVE AS-` SHOWN M.N.S... STREET IMPROVEMENT PLAN CHECKED: FROM STA_ q+77-00 TO STA- 1G+78-71 DATE: JOB NO. 11.1 ::::? DWG. NO. SHEET NO. oil jllll�-eo .9 7 826-1163 APPROVED 2G84 8Oq3 1 j4;:: .1 CITY ENGINEER R.C.E. 25126 1 *P40* "D" STREE7 'P&PSHT 8 PHASE i - 5[0.231]PF: 1154 701 07 -May -99 I PM / 826-1.1.54-1 DWG. DATE: GONG- BANDI 13' - 1 2' GONG. BAND - E �HANCED PAVEMENT R DETAILS HEREON IEV MODIFIED RAMP DETAIL 5GALE' 1'=20' CONCRETF-I. SHALI OF. CLASS 6&0-Ciiiinc�0 --ANP Cf -o 'rRICK (MIN) F&OM SCRTb Lr -C -K (McLut>lNer RAMP. SCALE IN FEET to 80 120 CITY OF FONTANA, 160 CA*LIFORNIA, PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 j fit. MADOLE R.C.E.14814 DATE FESSI No. 14814 Exp: 3-31-01 c" c V1 46. c ht DELTA/HEARING RADIUS LEN. /DIST. TANGENT i2`54'47" 750.00 169.03 84.88 90C)OO-00" 25.00 39.27 25.00 9000010011 30.00 47.12 30.00 90033'38" 25.00 39.51 25.25 89026-22" 30.00 46.83 29.71 i80' 00'00 " 2.00 6.28 7`07'30" 322.50 40.10 20.OB nH N 79026'22"E 40.31 THESE RECORD DRAVANGS HAVE BEEN PREPARED, IN RART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMSION.S WHICH HAVE BEEN INTO THE DOCUliffiM AS A RESULT THEREOF PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN: MR. GERRY BRYAN 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA 91786 PHONE: (909) 985-0971 REVISIONS OUSE DRIVE 14+23.7G CIL C.5- W=3.5'; V=4.5' co 10 L -D- / G-13- DETAIL (D No. 83 ( Exp -j 31) --1 NOT TO SCALE civi CN: Phil 4-1 q , j /V/, 116 ENGR'S 1 DATE'l CITY I DATE APPROVAL I APPROVAL BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89030'06"E ALONG OF CITRUS AVE. AND LOS CEDROS THE NO. LINE OF SEC. 30, T.1N., AVE., IN POWER POLE NO. 901iE R.5W., S.B.M. PER R.S. 58/5, WAS ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASIS OF BEARINGS FOR c I X/A Tn 1 AR7 9q I t1lb HLAN . n A v cz rM-N.S. TRACT MAP NO- 15qoB DESIGNED: GLUBHOUSE DRIVE AS-` SHOWN M.N.S... STREET IMPROVEMENT PLAN CHECKED: FROM STA_ q+77-00 TO STA- 1G+78-71 DATE: JOB NO. 11.1 ::::? DWG. NO. SHEET NO. oil jllll�-eo .9 7 826-1163 APPROVED 2G84 8Oq3 1 j4;:: .1 CITY ENGINEER R.C.E. 25126 1 *P40* "D" STREE7 'P&PSHT 8 PHASE i - 5[0.231]PF: 1154 701 07 -May -99 I PM / 826-1.1.54-1 DWG. DATE: GONG- BANDI 13' - 1 2' GONG. BAND - E �HANCED PAVEMENT R DETAILS HEREON IEV MODIFIED RAMP DETAIL 5GALE' 1'=20' CONCRETF-I. SHALI OF. CLASS 6&0-Ciiiinc�0 --ANP Cf -o 'rRICK (MIN) F&OM SCRTb Lr -C -K (McLut>lNer RAMP. SCALE IN FEET to 80 120 CITY OF FONTANA, 160 CA*LIFORNIA, PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 j fit. MADOLE R.C.E.14814 DATE FESSI No. 14814 Exp: 3-31-01 c" c V1 46. c ht