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HomeMy WebLinkAbout2463-2I TRACT 15655-5 C*M APPROACH LOCATIONS _ s� LOT NO DESIGN AS BUILT sd DESIGN " 1 3+95 jr.10 2 3+65 84.28' 3 3+15 32.00' 4 2+45 35.90' 5 1 +95 �i� 6 iii 4 ■ I TRACT 15655-5 C*M APPROACH LOCATIONS _ s� LOT NO DESIGN AS BUILT sd TRACT 15655-6 pF1NE APPROACH L0CA110M3 LOT NO. DESIGN " 1 3+95 1 2 3+65 84.28' 3 3+15 32.00' 4 2+45 35.90' 5 1 +95 143' 41' 42" 6 1+65 4 7 S1 728'29"W 25.49' 8 S43'47'33"W 25.00' 9 S72'47'47"W 25.00' 10 S67'50'53"W 1 90' 00' 00" 31 2+60 32 3+30 33 3+80 34 4+10 35 4+80 TRACT 15655-6 pF1NE APPROACH L0CA110M3 LOT NO. DESIGN " AS BUILT " 1 5+55 1 2 5+85 84.28' 3 6+35 32.00' 4 7+05 35.90' 5 7+35 143' 41' 42" 6 8+05 4 7 8+35 25.49' 8 7+10 25.00' 9 6+80 25.00' 10 6+10 1 90' 00' 00" 11 5+80 12 5+10 CURVE DATA CATCH BAS N DETAA� SCALE: 1 "=10= � Q hof h h NISto ,CATCH BASIN DETAA., SCALE: 1 "=10' O R L L T 1 50.00' 9 6' 34' 55" 84.28' 56.10' 2 32.00' 96' 34' 55" 53.94' 35.90' 3 58.00' 143' 41' 42" 145.46' 176.90' 4 62.00' 23' 33' 23" 25.49' 12.93' 5 25.00' 90' 00' 00" 39.27' 25.00' 6 30.00' 1 90' 00' 00" 47.12' 30.00' 1 +sEav4. r.r 3 ,• � s i f •• U11•0 El SCALE: 1 = 40FALCON AVE,SEE SHEET 5, in, in' 5.00 50.00' 50.0 50.00' 50.00' 50.00 45.00' +33 15 8 10+00.16 CAT BAS I Np, ECR W=7',V 4',H=2" o 2+3400 ------., � X f": 3 0 9 9+15.00 Roc Ave. 0 o Ia n c`no 10+48.16 q Gi if i 7 + N -w ,• � s i f •• U11•0 El SCALE: 1 = 40FALCON AVE,SEE SHEET 5, in, in' 5.00 50.00' 50.0 50.00' 50.00' 50.00 45.00' +33 15 8 10+00.16 CAT BAS I Np, ECR W=7',V 4',H=2" o 2+3400 ------., � X f": 3 0 9 9+15.00 Roc Ave. 0 o Ia n c`no 10+48.16 q Gi if i 7 + 15(1005' 7' 5' 20' 20' 32' 32' ds� 4�� CONSTRUCT 4w AC PAVEMENT (Min) OVER 12 OF 95% COMPACTED NATIVE I.EAR LANE c � ( See general notes 31 &32) WE SHEET 4 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 _ 6 �d 8 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W-16' 15 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED h h � (� � h O d � J CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W= 5' &--ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109to Cj to 12 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A17 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 ani @6 --CONSTRUCT 2"x4" REDWOOD HEADER 30 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 CATCH BASN DETA�. SCALE: 1 "=10' 01 AKIS PRE PARED FOR REVISIONS Enaineer Citv RENCHMARK Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 �• • �omzl 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. ELEVATION. _1428.6090 ■ 10 0- - DOUM AS AVE. TRACT 15655-15 gin' gin' 11 + . ra no�cMs dins eEfolE you do CATCH BASIN DUAL SCALE: 1 "=10' Prepared By: 11100oFEssio CITY OF FONTANA CALIFORNIA ALLARD ENC`Iflll��IIEER111�C� R �O Q �p J. 144<1 Nql Civil Engineering — Land Planning ��� ��° 6101 Cherry Avenue vi 4`r �°o z Drawn By: STFEET PLANS Scale: Fontana, California 92336 No. 36052 m BDM TRACT 15655-5 and 8 in 40' (909) 899-5011 Fax (909) 899-5014 Exp. 6/30/2= Designed By: ROCKWELL AVE Date: 2 -1097 s� �P SCN ShL 1+W.0010 RL V+07-00 August 1996 CIV1\- �� Checked G�i s� Dwg. No. Z Raymond J. Allard, R.C.E. 36052 Date F pF CA��F �� Approved: �� (expires 6/30/2000 RJA ,., CITY ENGINEER R.C.E. 25126 2463 S Filename: L:\DWG\10201\15655-5\10201ST2.DWG Date: February 10, 1997