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DARY TRACT CONSTRUCT 4- PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5 V BOUNDARY , R= 'g. Y2 0-9b CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 DWG #3069 A ;r TOP OF THE CURVE D 0 INSTALL 12" WHITE LIMIT LINE 00 AP QrPKA rIX/rD 20 TEM P. AC PVMT 5 8 (TYP) TEMPORARY (INTERMEDIARY) 2 DETENTION BASIN I I=_I I In I 1_=I I I_ -I I I:-: 111%, MIN e EXISTING GRADE Ai_� 17, MIN 2% R.O.w. LEVEL LINE R.O.W. OF INTERMEDIARY CONDITION. 181 CROSS SLOPE TO 5" 7 18 7 DETENTION BASI _4 f TEMP AC BERM D IL 0 R DELTA L T 1 35.00' 90" 01' 58" 55.00' 35-02 2 35.00, STA 9+1 .39 HOLIDAY DR. 54.96' 34.98 3 5 90000,00" 39.27" 25.00 STA 1+ .00 IRONRIDGE C A 12+11.39 (j HOLI AY DR. 90"01'33" 39.28' 25.01 5 25.00" 89*58'27 6, ! 39.26' 25.00' Q%J* %jz-r Z.) /A I-t-vu.uv T_ b u KtI. It, 4, -J� r.. 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DARY TRACT CONSTRUCT 4- PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5 V BOUNDARY , R= 'g. Y2 0-9b CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 DWG #3069 A ;r TOP OF THE CURVE D 0 INSTALL 12" WHITE LIMIT LINE 00 AP QrPKA rIX/rD 20 TEM P. AC PVMT 5 8 (TYP) TEMPORARY (INTERMEDIARY) 2 DETENTION BASIN I I=_I I In I 1_=I I I_ -I I I:-: 111%, MIN e EXISTING GRADE Ai_� 17, MIN 2% R.O.w. LEVEL LINE R.O.W. OF INTERMEDIARY CONDITION. 181 CROSS SLOPE TO 5" 7 18 7 DETENTION BASI _4 f TEMP AC BERM D IL 0 R DELTA L T 1 35.00' 90" 01' 58" 55.00' 35-02 2 35.00, 89" 58' 02"' 54.96' 34.98 3 25.00' 90000,00" 39.27" 25.00 4 25.00' 90"01'33" 39.28' 25.01 5 25.00" 89*58'27 6, ! 39.26' 25.00' 6 62.00" 23*3323" 25.49" 12.93 7 58.00' 137#061 7$1 1 138.80.'� 147.67 8 43.00 90900,00" 1 67.54 43.00 V1 INSTALL "STOP" PAVEMENT MARKING Ire_ Ik - -.&- , , - '. L_ 6 * INSTALL "STOP" SIGN & POST #4 REBAR 0 12 $0 0. C. 1,-3 CLR. * CONSTRUCT 4.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE BOTH WAYS (TYP) 'oevo, SOIL (SEE GEN. NOTE NO. 31 & 32) 4* 4* CONSTRUCT 4" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) DETAIL, A: CROSS GQTTER CONSTRCUT CROSS GUTTER PER CITY STD. DWG NO. 105 (8' WIDE, MODIFIED) T.S. CONSTRUCT AC BERM (H=8 W=20") PER DETAIL ON SHEET 8 INSTALL TRAFFIC BARRICADE PER CITY STD. DWG NO 11 R 12 36 12 NTS ENGINEER CITY OWNER NO. REVISIONS APPROVAL DATE APPROVAL DATE BENCHMARK CONSULTANT 60' R.O.W. 0 7\ s4s PREPARED ITY OF FONTANA WNER FES BY.. IN . TERMEDIARY STREL7 BM #8-17 ELEV= 1428.609 LIN. DAPIRC Z� NTS GRAND COMMUNITIES, LLC FOCUS ENGINEERING, INC. DRAWN B�Y-. TRAFFIC INDEX 5.5 BRASS DISC. MARKED 8-17 ce. No. 41497 25 MAUCHLY. SUITE 317 AUTOCAD STREET IMPROVEMENT PLAN 100 N. BARRANCA AVENUE, SUITE 950 NORTH SIDE FO HIGHLAND 1300 FEET EAST DP, 12/31/03 IRVINE, CA 92618 DESIGNED BY: HOLIDAY DRIVE (INTERMEDIA" PER PLAN WEST COVINA, CA 91791 OF CHERRY ON THE BASE OF AN EDISON TEL: (949) 450-0590 DATE: I. FAX: (949) 450-0592 J.H.L+ (FRO M H Og AVE. TO T TOWER. Z, t,,EM_IJ /GAR 02-2001 ,�FN ROSE S PH: (626) 858-8677. 7\ 01 CHECK D(M le FAX: (626) 858-8676 UNDER THE SUPERVISION OF: -_ O��.- - �� j&//7,4rt DWG NO.1 8 APPR VEb: I t CFMLIE C. LIU. RrE-.�41 -R.C.E.51152- 3068 CITY ENGINEER