Loading...
HomeMy WebLinkAbout2543-6I I 4 ism I'm"g-m-00 jigt 40 W11 VA W4 &,Iwo LOA 1 J a { • r - � I � s • 11 t I I1 kk t I • 4 I 11 dF • ` • I .i I I � I r i 1 • -S • Iw F,�i• I 91 �I w.+.w�.rwiwn� �www.+wwn•wwt�.�lw w.•1•.+.� =.�.r.s�•li Ism CURVE DATA TRACT -1-56-55-13 Q R Q L T 1 50.00' 90' 00' 00" 78.54' 50.00' 2 32.00' 9(7 00' 00" 50.27' 32.00' 3 58.00' 147' 54' 36" 149.73' 201.67' 4 62.00' 28' 57' 18" 31.33' 16.01' 5 25.00' 90' 00' 00" 39.27' 25.00' 6 62.00' 36' 52' 12" 39.90' 20.67' 7 1 38.00' t 25Y 44' 23" 168.29 --- WESTWIND AVE. See Sheet 4 ■ F1 iWily-Mm 1-3 > 5 t �• man TRISTAR LANE IV X2SIj I VJ See Sheet 2 SCALE: 1 "= 40' KIK o: TRACT -i5655-20 Z Northwind Ave. Radial Point 7FiAC7-166 DESIGN "AS–BUILT" a TRACT -156 66-20 6+30 CONSTRUCTION NOTES 15 N48'00'00"W(R) N 42.14! 3a" 3a—CONSTRUCT 4' AC PAVEMENT (Min) OVER 12' OF 95% COMPACTED NATIVE 13 CONSTRUCT 2"X4" REDWOOD HEADER WZo' 35M 18 2+38 Z+08.3 19 2+72 (Seg general notes 31 do 32) 20 &__CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. N0. 121, WIDTH A3 INDICATED 6a—CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. N0. 101 @—ADJUST MANHOLE FRAME do COVER TO GRADE PER CIN STD. 109 7a --CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. N0. 104 &—ADJUST VALVE BOX AND COVER TO GRADE PER CITE STD. DWG. N0. 130 Sa—CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' 30 Q CONSTRUCT TRAFFIC BARRICADE PER CIN STD. DWG. NO. 118 RECORD DRAWINGS ' (D—CONSTRUCT 4" PCC SIDEWALK PER CIN STD. DWG. N0. 105A ,W=5' 33 REMOVE EXISTING BARRICADE @—CONSTRUCT HANDICAP RAMP PER CIN STD. DWG. N0. 104A 34 REMOVE EXISTING 2'X4" REDWOOD HEADER PR VERT: 11"m TRACT 1555-x3 DRNE APPROACH LOCATIONS 0 LOT NO. DESIGN "AS–BUILT" 14 6+30 15 N48'00'00"W(R) N 42.14! 3a" 16 1+11 N11*Zt' o" re 17 1+52 WZo' 35M 18 2+38 Z+08.3 19 2+72 3.+ 01. co 20 3+66 3+35.Ja 21 4+00 3 ± 11. i 22 4+67 4 + (i1. Z 23 4+33 4. } to. Z 24 3+39 3+ 4z .4 25 3+05 o 4 01. 07 26 2+12 Z + 1Z.2. 27 1+78 t + -76.0 1PACT IW&5-20 DWE APPROACH LOCA-TK)NS LOT NO. DESIGN "AS–BUILT" 1 5+66 2 6+00 s+.9q.7 3 6+93 Cc +q3,0 4 7+27 1+ 2'1.2 5 N2'15'53"E(R)" N24'49'1.1"W 6 N44' 1 4'25"E(R) N4$•30'oq"E 7 N89'59'00"E(R) N �,•31',� JM 8 S42'47'24"E(R) Z4" w 9 8+08 *4 11 10 7+22 -7 + ZZ . 0 11 6+88 co + 587. a 12 5+94 5 +44., (A 13 5+ 60 95+40.5 PLANS PREPARED FOR REVISIONS �pproyal ngineer City BENCHMARK Prepared By: CITY OF FONTANA CALIFORNIA No. Date: Approval Date: I? ESS ON _ ALLARD ENGIAEERff4G. �o J. q q� CALTRANS BENCHMARK N0. $ 17 CJ+v►I Engineering — Land Planning �� .��°� << � Landings 750 L.L.C. BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 9 9 9 r �� Z� Drawn By: SWEET LfROWEMENT PLANS Scale: Attn: Ben Anderson 6101 Cherry Avenue v, � o Z " , 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana, California 92336 No. 36052 z JA TRACT 15655-131149 20 8� 21 1 40 550 W. Orangethorpe SEVAINE RD., IN SOUTH CONCRETE BASE OF (909) 899-5011 Fax (909) 899-5014 Designed By: NORTHVUIND AVENUE S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Exp. Date: Placenta, California 92670 HIGHLAND AVE. FROM SIERRA AVE. � � �, .Q8 s� � �� SCN SL (+00,0010 ML S+Us Jan. 1998 (714) 996-6700 Raym d J. Allard, ��' C1V1 Dw No. R.C.E. 36052 Date F `�F Checked By: roved: �,,Z z- Z -y6 g ELEVATION 1428.6090 (expires 6/30/2000) CA RJA APP CITY ENGINEER R.C.E. 25126 2 6 Filename: L:\DWG\10201\15655-13\10201ST6.DWG Date: January 28, 1998