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HomeMy WebLinkAbout2544-2-- - .... ,k . _. U .. .. x 8 L=8.5 15+28.41 EC 1 +50.00 Street i 1+00.00 Eastwind Ave. 1 +00.00 Westwind Ave. 6 CURVE DATA 13 LINE 'Q-3' 7F�AC7—�f32i O 12 ++ „ a. ' 2 �1is n T 16 45.00' 5111- 0M c Y221. 18.64' 2 45.00' 45' 00' 00" IU 18.64' 3 CO 90' 00' 00" _ o� W o w � Qi r - p Lpr�N p p o _ �vll ao o• °;n z 13 LINE 'Q-3' 7F�AC7—�f32i O 12 ++ 116.76 1 a 5 Construct 42" RCP 1400D SCALE: 15 4+17.00 rp Eastwind Ave. 2+91.96 q Tailwind Lane —63' =zt 1 00 N N89'S9'00"E 5 I — AVE. in N —4784' h� 4+74.00 Street 14 Catch Basin W=4',V=4',H=2" Lateral A-3.1 2 N58038 10 E 11 +55.40 BC ;. 2+43.18 Street 9 Manhole 1 10+00 Line A-3 1 6 EC �� ?s Join n EExixist. 42w—RC—p— C22 70+78,33 Line A �- 63.75' 63.75' 63.75' 47.00' ` 47.00' _ �� YT W W WALNUT AVE. Q R �1is n T 16 45.00' Y15 Y221. 18.64' 2 45.00' 45' 00' 00" 35.34' 18.64' 3 N 90' 00' 00" U 1 45.00' W �m Qi Lpr�N o _ �vll ao o• °;n + '• �N (3; t0 p Lp + O� 04 c� 3 JN z NM z —63' ", 0"5 -e3'7 !L�1 00 1-3+00 ZY 4 0 - 116.76 1 a 5 Construct 42" RCP 1400D SCALE: 15 4+17.00 rp Eastwind Ave. 2+91.96 q Tailwind Lane —63' =zt 1 00 N N89'S9'00"E 5 I — AVE. in N —4784' h� 4+74.00 Street 14 Catch Basin W=4',V=4',H=2" Lateral A-3.1 2 N58038 10 E 11 +55.40 BC ;. 2+43.18 Street 9 Manhole 1 10+00 Line A-3 1 6 EC �� ?s Join n EExixist. 42w—RC—p— C22 70+78,33 Line A �- 63.75' 63.75' 63.75' 47.00' ` 47.00' _ �� YT W W WALNUT AVE. Q R Q L T 1 45.00' 45' 00' 00" 35.34' 18.64' 2 45.00' 45' 00' 00" 35.34' 18.64' 3 45.00' 90' 00' 00" 70.69' 1 45.00' !L�1 116.76 1 a 5 Construct 42" RCP 1400D SCALE: 15 4+17.00 rp Eastwind Ave. 2+91.96 q Tailwind Lane —63' =zt 1 00 N N89'S9'00"E 5 I — AVE. in N —4784' h� 4+74.00 Street 14 Catch Basin W=4',V=4',H=2" Lateral A-3.1 2 N58038 10 E 11 +55.40 BC ;. 2+43.18 Street 9 Manhole 1 10+00 Line A-3 1 6 EC �� ?s Join n EExixist. 42w—RC—p— C22 70+78,33 Line A �- 63.75' 63.75' 63.75' 47.00' ` 47.00' _ �� YT W W WALNUT AVE. Q R Q L T 1 45.00' 45' 00' 00" 35.34' 18.64' 2 45.00' 45' 00' 00" 35.34' 18.64' 3 45.00' 90' 00' 00" 70.69' 1 45.00' PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 0 No. 13 \32+70.26 Walnut Ave. 1+00.00 C Tailwind Lane REVISIONS Engineer City Apprqval Date: Approval Date: 1 "= 40' 5' 7' 5' CATCH BAM DETAL SCALE: 1 "=10' CATCH BASN DETAL. SCALE: 1 "=10' BENC HMMW 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. ELEVATM 1428.6090 CONSTRUCTION NOTES 2�— CONSTRUCT 24" DIA. REINFORCED CONCRETE PIPE 4a-- CONSTRUCT 36" DIA. REINFORCED CONCRETE PIPE 5�— CONSTRUCT 42" DIA. REINFORCED CONCRETE PIPE O9 -- CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0 14 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=4' 15 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=7' 16 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=10' 22 REMOVE TIMBER BULKHEAD do JOINT EXISTING RCP CATCH BAM DUAL SCALE: 1 "=10' Prepared By: QRpF E SS / O ALLARD ENGINEERM �o �o J. q* Civil Engineering — Land Planning �� ,� <<.� <6- 6101 Cherry Avenue ��' �o - Drawn By: Fontana, California 92336 No. 36052 z JA (909) 899-5011 Fax (909) 899-5014 EXP. 6/30/20 Designed By: MSC % • ZS'?'� %P `Q- SCN Raymond J. Allard, R.C.E. 36052 Date TE` CAL�FcS�' Checked By: (expires 6/30/2000) RJA RECORD DRAWINGS � CITY OF FONTANA, CALIFORNIA ___________ sr%M oPAw %fi410vaUerr rows scale: TRACT 15655-13 1 •= ao' UNE 'A-3' Date: 8ta 10+75.26 to 81a 15+2&41 Jan. 1998 120���� ZZ4,wO& L- i-4�9 D'ag. No. Q Approved: CITY ENGINEER R.C.E. 25126 2544 8 b\DWG\10201\15655-13\10201SD2 1-28-98 948;23 ars EST