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I.......... - ----- . ...... ..... ....... ....... ..... . ... ......... � ........ . .. . .... .... ...... ....... ........ ... . ..... .. . ... ..... .. . ... .. ..... .... VE 4 ­- - -------- 49 50 51 52 53 54 0 ry Uj > EXISTING ST. Ld ry F7 FY IqTI NI r, qTOP IGRAPHIC SCALE 40 0 20 40 80 160 QD 0 C44 0) a: 04 W Z -,o W CO W Z W < CO W FZ�X b PRESTON DRIVE SEE SHEET 2 SAN SEVAINE ROAD CURVE DATA 0 R A L T 1 30.00' 89*56'04"' 47.09' 29.97 2 30.00' 90003'56" 47.1 6' 30.03 UndftroUnd 8er*e Aert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ORE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A =C= Cal: TOLL MEE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 1-800 REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS 227-26W IN EFFECT. TWO WORKING DAYS BEFORE YOU DIG I PLANS PREPARED FOR FORECAST HOMES 10670 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 (909) 987-7788 (909) 987-11 69 to z in w in (1 418.05 FS) F N I � I I I N � � I � I IGN 52 1 r%Aw% I IIP%l 11 A & 1rm#A A I Ar— REMSIONS Engineer city BENCHMARK No. Approval Date: Approval Date: r 7.1. 07 7- CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 43' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVAMON: 1428.6090 ()IFESS/ J. 0 No. 36052 rri M Exp. 6/30/2004 IVI ( IN FEET FUTURE STREET IMPROVEMENTS I inch 40 ft. z 0 U W Z 0 U W C0 z LL, FUTURE STREET IMPROVEMENTS OF( EXISTING PAVING %e.%.#ON8TRUCT1ON NOTES (��__INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WATT; #10) PER CITY STD. DWG. NO. 1016 25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. INSTALL 9500 LUMEN TEMPORARY STREET LIGHT &—CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 27&28) CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 (D --CONSTRUCT PCC CROSS GUTTER & SPANDRELS PER CITY STD. DWG. NO. 104, W=10' CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH PER PLAN CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 CONSTRUCT CATCH BASIN PER APWA STD. DWG NO. 300-2, AS SHOWN ON SHEET 2 CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG NO. 313-1 CASE A, AS SHOWN ON SHEET 2 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 &—INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 15 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 18 REMOVE EXISTING TRAFFIC BARRICADE 19 RELOCATE BY EDISON 20 SAWCUT EXISTING A.C. PAVEMENT TO A CLEAN STRAIGHT LINE AND REMOVE @—REMIOVE EXISTING A.C. PAVEMENT Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1B15 Fax (909) 356-1795 'Raymbnd J. All.4d, R.C.E. 36052 Date (2xpir2s 6/30/2004) CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS Drawn By: Scale: DBW TRACT NO. 16078 1 40' Designed By: SAN VAINE jq�FF-SITE) Date: DBW JUNE, 2001 Checked By: Approved Dwg. No. 5 R D R67 rl,Ty- Fmr*IFER R.C.E 911.59 Filename: M:\DWG\16001\S-TREEi—S*\16078—lS-T5.DWG