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HomeMy WebLinkAbout2540-3Novo on 0 R Q L T woo -WEN ���Maffiw 4��� � Monson s 2 32.00' 90' 00' 00" 50.27' 32.00' 3 50.00' 90' 00' 00" 78.54' 50.00' 4 58.00' so 0 0 son 0 soon 62.00' 23' 33' 23" 25.49' 12.93' 34 33 32 31 N soon 0 MEN 0 son son on MEMO on 25 S60004'37"E 26 S32'05'44"E 27 21+45 28 21+14 0 MEMO 29 20+43 30 20+11 31 19+43 32 19+11 ���■■■■■■ 18+43 34 18+14 ilii 35 16+57 =1!0§1 owl � �� �� __ e��A■���■�■ N�� �l�il� ■■�l��e■!! i���■4110malow ■■■!�I�{�l:�� o!■ 0 MEN 0 �p OEM 0 SEEM ONE-- Monson 0 0 0 no 41 0 SEEM ■�■■ � �■■� ��■ ■�� ,. ■ ■�■■ �■�� ■�won ■■�■■yes■■■a����■s�■ noMi ■� MEN slow, Wow .BMW ■ 'I '� `■! � 'a �i I�■ISSN l�l� ... 0■■i ■!N�l�■di����l� ��g i! ■ i V4 i��i. i _�r_ ��_a��q�iii ���■MEMOon SEHuff ■�■ �1�w���as��'��5��� � �� ��! iii ! ■i ��i! �A�! DATA 8 U9 N W � W Z CO J W U� F'. ROCKWELL TFRACT l�ifia"�i-17 m + o 35 � o •- 0 L0 Q R Q L T 1 30.00' 90' 00' 00" 47.12' 30.00' 2 32.00' 90' 00' 00" 50.27' 32.00' 3 50.00' 90' 00' 00" 78.54' 50.00' 4 58.00' 137' 06' 47" 138.80' 147.67' 5 62.00' 23' 33' 23" 25.49' 12.93' 34 33 32 31 30 29 PIPER LANE SEESHEET 6 AVENUE 42.00' 50.00' 50.00' 50.00'(9) 50.00' 50.00' 20.04' 20, 4+24.00 17+19 14 8 NP• 0 5 BCR 18+19 16 18+51 U 17 19+19 18 19+51 +m W 20+19 20 20+51 N 34 33 32 31 30 29 28 PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 CESSNA AVE. SEE SHEET 7 -Kn' 'xn' SCALE: A�5 1"= 40' 1+77.96 23 Ila EC 5 \M PRC ii 24 J —Crown Line \21+75.00 (L Rockwell Ave. 1+00.00 q Cessna Ave. REVISKM Engineer City BENCHMARK Approval Date: Approval Date: 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 Ml. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELE/ATXW 1428.6090 c FTEs &—CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" of 95X COMPACTED NATIVE (See general notes 31 & 32) (D—CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 (D --CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104 (�>—CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' (D—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5' 12 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A 16 ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. DWG. NO. 109 35 CONSTRUCT CURB TRANSITION — 8" CF TO 6" CF TRACT 15655-17 DPoVE APPROACH LOCATIONS LOT NO. DESIGN " AS BUILT " 12 16+51 13 17+19 14 17+51 15 18+19 16 18+51 17 19+19 18 19+51 19 20+19 20 20+51 21 21+01 23 1+61 24 1+30 25 S60004'37"E 26 S32'05'44"E 27 21+45 28 21+14 29 20+43 30 20+11 31 19+43 32 19+11 33 18+43 34 18+14 35 16+57 Prepared By: ROFESS/ CITY OF FONTANAT CALIFORNIA ALLARD ENGINEERING �o Q o J. '4 Civil Engineering — Land Planning << �z 6101 Cherry Avenue 0 �� -90 Drawn By: STET LfROVEMENT PLANE Scale: Fontana, California 92336 0 No. 36052 M JA TRACT 15655-15,16 and 17 in = 40' (909) 899-5011 Fax (909) 899-5014 0C Exp. 6430.120� Designed By: ROCKWELL AVE Date: kamw&Z 1, ezk�zp*7d' / Z ' `r�,y Cl V 1 L ���- JF 8t< 18+50.00 to 811< 21+75.00 Nov. 1997 Raymond J. ard, R.C.E. 36052 Date �F F�` Checked By: ,ft. r. " Dwg. No. g CALF Approved: (expires 6/30/2000) RJA A•. CITY ENGINEER R.C.E. 25126 2540 7 Filename: L:\DWG\10201\15655-15\10201ST3.DWG Date: November 14, 1997