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HomeMy WebLinkAbout3440-4o W 36637 Zt'j Ln n OTHERS- " ROP R/W B Y 0RIS' + P LCJ _TS X. RIW LINE "B E T v //V3/,9LL 00 (,3/— UUILLI I"1713LIT rt -K MUL/11-1LU U('LM1,i 31U. /jz/ 12 INSTALL 24 OPEN GRATE COVER PER ALHAMBRA PLATE NO. A-1558-24 & DETAIL HEREON 13 CONSTRUCT 6" AC BERM PER CITY STD. 136 14 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. 340-1 15 UO INSTALL 12 t -VC, 3UM JO DRAIN I -It -L 7 16 _4 to 1=12ti INSTALL 15" PVC SDR 35 DRAIN PIPE Jjt00 EX. TER +00. &NSTALL 18" PVC SDR 35 DRAIN PIPE _12+00 i iij li+00 TE I N 0'15'25" W EX., EP LO CITRUS 04 1 U E- - -R, C40 ------ E D _1--�-PER PROP b*GEWENO-J.442,---; zzz C - ---- -- - - ZWC, S, -T L - 4 C� 17 j, RAW EXIST POWER U POLE (TYP) Q Q'Lij Z EX. EP 12 FUT. SD IMPS. PER DWY. NO. 3247 Z3 E� R 1W v Tl?. BNDRY. IJ < t r 4. + -4- r < _ik" TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N 0* 15'25 W FUTz- MEDIAN —78, 1004__yR__SPXL" S C14 o P LOT 'A ROP.R/W t PROP. 48 tb PER D JWG. 3247 54.0-- � � N 4. IMPS i` PER SHT'I 2 FG 56.0 S. I ORARYI 14 RIM DETENTION BASIN 3 14 FL 20"ESMTII 4.j Ft 5 54.0 ---- ------ REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO RECORD DRAWING Odd 14V /-0' &,a r I BRING THEM INTO CONFORMANCE WITH CONDITIONS AND REMOYE EX. 2,q" 901 EX. HEADWALL STANDARDS IN EFFECT. AND LASER ANO INSTALL 42" 9CP CIRCULAR STEEL GRATE FOR TRAFFIC ..PLATE PIPE APP�}4x. NUMBER SIZE WEIGHT A-1558-24 24" 90 A-1558-36' 36" 228 A-1558-481 48" 380 Conforms to State Standard 36R. DRAWING NO.: 3440 4 5 Finish -- G'alvanized. 24" OPEN GRATE COVER NOT TO SCALE CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 60,00,00" 22.50 2356 12.99 BU40i MARK' # 615 — RAILROAD SPIKE AT INTERSECTION OF CITRUS AVENUE AND LOS CEDROS AVENUE, IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVENUE. MAIM. # 1467.59 BASIS OF BEARINGS: THE BEARING OR N 89*40'40' E ALONG THE SOUTH LINE OF SECTION 30, TOWNSHIP 1 NORTH, RANGE 5 WEST SAN BERNARDINO MERIDIAN, AS SHOWN ON TR. NO. 15908, FILED IN BOOK 271, PAGES 34 THROUGH 39 OF MAPS, WAS USED rS THE BASIS OR BEARINGS FOR THIS MAP. Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA C No. 65195 9 C5 ;0 -fl 47 tiP 1 -30-05 ,p Expo 9 CIVI\- 1. C PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : V -7* --e> RCE 65195 EXP. 9-30-05 STORY DRAIN IMPRO VEMEN T PLANS DRAWN BY- CCIMJG TRA C T 16363 yy ly JU L INIE B LA T. A —2 Z SCALE: 1 `_-40' DESIGNED BY: MJ GIL P DATE: NOV 2003 BY. Q MJG/LP APP D BY: 7 11TY ENG "NEER R.C.E.5115 2 DA DRAWING NO.: 3440 4 5 JA'685-1650\storrn\sd04.dwg, 04/29/2004 03:36:22 PM, cc