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HomeMy WebLinkAbout2485-7.tifNORTHWIND AVE. Tract 15655-13 25 ' 25' —718' 18' Underground Service Alert .,� OR Yea Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NORTHSTAR AVE.„_,sem ` SKYLARK AVE. PIPER So. HIGHLAND AVENUE See Sheet 2 See Sheet 5 See Drawing No. 2449 MOON=_ 25' 25' SCALE: 1 ��= 40' 25 25' LANE 52' 52' 'a 18, 18� 181 40'40' SCALE: 1 »— 40' TRISTAR LANE Cn Nr M I 20 6 0 17 o N O 0� 4-j 0� C 'q -m 1 +00.00 Tristar Lane to W Northwind Ave. >V)/,4+82.52 +39.52 C ° 9 4+22.00 CY con) a oil- ------------ -------- cr W II II wIV 0 IIo 0 O rn +W II IZ II o 18' 18' 25' 25' NORTHWIND AVE. Tract 15655-13 100.00' 5+25.52 13 ,a BCR LO LO -o LOv O c0 LO 0m� 10 06 n U 0 U +.vv v 3+76.00 Tristar Lane 4+65.00 Northstar Ave. 33 C) , 100.00' �� �hD� —cn 1 32 5+08.00 9 ECR 5' P.U.E. 0 M v v' I 13 +m 18 18' 18' 25'�L- 25' NORTHSTAR AVE. See Sheet 2 PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 CONSTRUCTION NOTES 3a-- CONSTRUCT 4” AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 31&32) CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 O7 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. 104 8�— CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A ,W=5' 13 CONSTRUCT 2"x4" REDWOOD HEADER 16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 17 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 30 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. 118 REVISIONS Engineer City No. Approval Date: Approval Date: .�a,:; Am= za � II ery,li�� i 5' P.U.E. IS I > ; V •' i 10 25 1 +00.00 Q Piper Lane I 1� 3+75.20 q Skylark Ave. II Iw � o 0 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. ELEVATION: 1428.6090 00 a 11 18' 18' 25' 25' SKYLARK AVE. See Sheet 5 1 261+37.00 BCR 3+25.20 ECR S D6 67.00' 67.00' / 67.00' ti ' 4+25.20 9 BCR 0 OX V- W N N O O � �I 001101'00"W co O 0 2+90.00 � Piper Lane 261+92.00 q So. Highland Ave. \ss, r' I O• �'` I 'l� 0 262+4/.UU ooo CK ECR 0 �W + U� r43 U +m N w O 40' 40' 52' 52' Prepared By: QRpF ESS /ON ALLARD ENGINEERING q� Civil Engineering — Land Planning �� 6101 Cherry Avenue o Z Fontana, California 92336 0 No. 36052 (909) 899-5011 Fax (909) 899-5014 Exp. 6 30 2000 • C� s ' Z < `r�q�, CIVO- RayrnoI4d J. Allaf1d, R.C.E. 36052 Date F OF' CAS- (expires 6/30/2000) So. HIGHLAND AVENUE See Drawing No. 2449 N O M N 0 N C,4 CITY OF FONTANA CALIFORNIA Drawn By: STREET IMPROVEMENT PLANS Scale: JA TRACT 15655-7 and 11 1 "= 40' Designed By: TRISTAR LANE PIPER LANE Date: S C N Sta. 1+00.00 to Sta. 3+76.00 Sta.1+00.00 to Sta. 2+90.00 Feb. 1997 Checked By: 4� s • Z.7- gy Approved: ri Dwg. No. 7 RJA X:," CITY ENGINEER R.C.E. 25126 /�Afr 7 Filehame: L:\DWG\10201\15655-7\10201ST7.DWG Date: May 22, 1997