Loading...
HomeMy WebLinkAbout3530-2CURVE DATA O AlBEARINGS R L T Q 33'44'10" 22.50' 13.25' 6.82' © 73'4454" 22.50' 28.96' 16.88' © 94'55'10" 45.00' 74.55' 49.04' 0 28'58'02" 256.00' 129.43' 66.13' © N6'4345 "W 806.00' 94.66' 47.39' 0 4'5450" 394.00' 33.79' 16.9 1 ' © N8'33'47"W - 16.36' - © 43'02'36" 22.50' 16.90' 8.87' QJ N212844 "W - 32.19' - © N74 -26'12"E - 17.59' - © N38' 15'08 "E - 20.00' - © N81 -4452W - 26.92' - © N22'50'55 "W j - j 7.00' - TOLL FREE '°—� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT J/L/T/Tf1 Lf9f\GJ VWLr uL/wTJC 1ST. M.H. & S.D. PER STORM DRAIN OF BEARINGS: M PLANS, DWG. 2666, SHEET 15 OF 31. TRA Ai T No. o. / i TOWNSHIP 1 NORTH, RANGE 5 WEST, AVE., IN POWER POLE NO. 9011 E SAN BERNARDINO MERIDIAN, AS SHOWN ON THE EAST SIDE OF CITRUS AVE. s� Y ON TR. NO. 15908, IN BOOK 271, ri PAGES 34 THROUGH 39 OF MAPS. 0 Prepared Under The Supervision Of : E t'p L. Ik/�� 141 PREPARED IN THE OFFICE OF � mU 8 Ld 3 No, 36637 c �ONII _c) 23 ® 22 QQ 20 NF oN�o 21 LO 4 aiA SET J N�QII �o E SH coZQmV 11 3 QL-u _ o LANDMARK DRI VE SEE SHT. 3 LINE "S" REVISION DESCRIPTION %\ ;PEC : OWG• DATE I ENG;!. I CITY I 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 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Gc9�1 t YO TES STRECT F0,VmZ#I�lVI» 3 4 I TRA C T No. 16176 CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE. a5 - CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, H=4" "W" SHOWN ON PLAN, SEE SHEET 4. O CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1. SEE SHEET NO 4. CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 342-1, SEE SHEET NO. 4. a CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2, SEE SHEET NO. 4. a9 - CONSTRUCT MANHOLE PER A. P. W.A. STD. PLAN 321-1. SEE SHEET 5. 10 CONSTRUCT MANHOLE PER A. P. W.A. STD. PLAN 320-1. SEE SHEET 5. 11 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2, SEE SHEET 6 1(�-- CONSTRUCT 4' WIDE x 2' HIGH R.C.B. PER L.A. CO. D.P.W. STD. PLAN 3053-0. SEE SHEET 5. 15 CUT EXIST. 42" & 18" S.D. PIPE AND REMOVE EXIST. M.H. STRUCTURE. RECONSTRUCT M.H. MODIFIED A.P. W.A. STD. PLAN 320-1 (SEE SHT. 5) AND PER DETAIL 6A ON SHT 6. 16 REMOVE EXIST. 42" RCP RELOCATE OR REMOVE & RE -INSTALL LANDSCAPE & IRRIGATION SYSTEMS. 18 REMOVE & REPLACE IN-KIND EXIST. CART PATH & DRINKING WATER STRUCTURES. T rt 1lSS '. € SCCF-0) L. if LSA='AG 3 H+ANL. r,7!:N Pt -i pArPD. I't FART, Cad T1 R%tO C m 1'`7011!,I T'0?4 CO""PILFD AN iJ:,"{Gis"..lids,,'uV,!;LL NOT PH _ 17- Ml*'; I __7:3 03 O. 0`.^ vl"flcli A r MC11LTTH77t17-07 BENCH MARK: #BASIS No. 615 OF BEARINGS: THE BEARING OF N00'16'44"W ALONG RAILROAD SPIKE AT INTERSECTION THE WEST LINE OF SECTION 30, OF CITRUS AVE. AND LOS CECROS TOWNSHIP 1 NORTH, RANGE 5 WEST, AVE., IN POWER POLE NO. 9011 E SAN BERNARDINO MERIDIAN, AS SHOWN ON THE EAST SIDE OF CITRUS AVE. ON TR. NO. 15908, IN BOOK 271, ELEVATION: # 1467.59 PAGES 34 THROUGH 39 OF MAPS. Prepared Under The Supervision Of : E t'p L. Ik/�� 141 PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. Ld 3 No, 36637 c 10601 CHURCH STREET , STE. 107 * Expl 06-30-04 * RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 RCE 36637 EXP. DRAWN BY: DM DESIGNED BY WLI CHECKED BY: Ll UP - 1 7 c C C Q CITY OF FONTANA, CALIFORNIA STORM DRA/IV . l PROVE ENT PLAN TRA C T No. 16176 Sc s SHOWN 176-1 & 1;6/176- DATE: L NE �� OCTOBER 2003 q PRDRAVANG NO.: 2 �a 3530 d6� IND/%C �.11�.9 - t1 C J:\826-1177\StormDrain\sd02.dwa. 02/09/2004 03:10:21 PM. DM