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HomeMy WebLinkAbout2445-4I 27 CONSTRUCT DRIVEWAY ENTRANCE PER CITY STD. DWG. 102–C 28 CONSTRUCT 8" THICK PCC PAVEMENT W/ 60x60x10 Go. W.W.M. PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 REVI810M goin ar Date: Crb'voi ate: BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 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. ELEVAT * 1428.6090 5 1 2.00' "TE + 1400, 1 00" CONSTRUCT 6.5" AC PAVEMENT (Min.) OVER 12" OF 956 COMPACTED NATIVE �J (See general notes 31 do 32) 00' G>—CONSTRUCT' 21.99' 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 (D—CONSTRUCT 130.32' 8" PCC CURB ONLY PER CITY STD. DWG. NO. 101 &—CONSTRUCT 30.27' 4" PCC MEANDERING SIDEWALK PER CITY STD. DWG. N0.105A W=6' &—CONSTRUCT S' HANDICAP RAMP PER CITY STD. DWG. NO. 104A &—CONSTRUCT 16.11' LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED I 27 CONSTRUCT DRIVEWAY ENTRANCE PER CITY STD. DWG. 102–C 28 CONSTRUCT 8" THICK PCC PAVEMENT W/ 60x60x10 Go. W.W.M. PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 REVI810M goin ar Date: Crb'voi ate: BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 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. ELEVAT * 1428.6090 5 1 2.00' 180' 00' 00" 6.28' – 6 7.00' 180' 00' 00" 21.99' – 7 130.32' 13' 18' 32" 30.27' 15.20' 8 207.10' S' 53' 39" 32.15' 16.11' 9 375.00' 8' 53' 39" 58.21' 29.16' Prepared By: RoF ESS / o CITY OF FONTANA CALIFORNIA ALLARD ENGINEERINGJ.Q ,q "q< Civil Engineering — Land Planning ,0 7 <<,� 6101 Cherry Avenue �o Z Drawn By: 1uIPROIIEKEN7 PLANS Scale: » Fontana, California 92336 No. 36052 SCN 1 = 40 (909) 899-5011 Fax (909) 899-5014 Exp 30 2M � Designed By: BEECH AVENUE Date: %pt,014 J • aqa- l 2.S-.9)7 C I 1L �r SCN STA. 25+0000 to STA. 36+23.79 Feb. 1996 V Raymond J. Allard, R.C.E. 36052 DateF OF CA1-�F Checked By: Approved, e, ,.&..t�.�...-e/r/*, Dwg. No. 4 (expires 6/30/2000) RJA p,« CITY ENGINEER R.C.E. 25126 2445 9 Filename: L:\DWG\ 10201 \BEECH\ 10201 ST4. DWG h Date: January 29, 1997