Loading...
HomeMy WebLinkAbout2678-4r :00a r...,.m_._:_.,...�:,..n �:_._....�.:.....:...a.....,...� ---.�,.�..,- � tea- SCALE: i" is 40' mam `eoom. 18 1 /9 7 1• 1 - - 15 TR. NO. /5 G 82 20 S 21 ` W = /0. o'\ j v= 4.83 S. /574:58..37 24"/'C/r' L_. "AA" STREET, /4 13 - SCALE IN FEET 0eam 40. 80 120 PLAN 1"= 40' 160 79 , 22' a o 2` /5' G 04-14')28 /2 19 .ID k3� 20 T 5•1900; /3 j co. ki4) • 111` Q 1ipet� 0 .0 IIIw�� W= 10.0; V= &.27 0f57.62 L11T. °1P" • EMD 30 "RCP ( Ore j°ROF/Z S5E5f1773) 0 2.24 LAT 681' - E�vo� 24cEA__. c?" V= 5 62' C.l.3• ©e tWitt4.47")",-7 -f /O 7L 75.77 a. 0. 0t AttaVirso /0$ 00.00 -JOIN�"Al/5T. Plpi PER . 5i 7 8 0 ,DeQ 2 /5E4RING RADIUS LENGTH TALI. AO /x'27°08', 3"W 75.77 0 / 7° 34' 59" 45.00 /3,81 (o. 96 21" 49 ' /5" 45.00 17.14 8.67 0 .270 22' 35" 244.00 1/6.59 59.43 45°00' 00" 45. W 35.34 18.04 O -N49 -287,9-e 42.64 , @ N 30°31'07"E 52.24 - 0 9 N 79° 29' 3,9"W 30.08 0 1/55°31'25 "5 45.13 0 N6•4° 24:373'15 _ 9.69 0 A/64°28' /9"E 47 93 ,U__ N37°/4' //"E 555? 0 - 23 ° 32' 52" 45.00 23. 21 11.87 0.. - A/36 ° 07' 35 ", 46.6o /7 DvWI G. No. 26066 N04° 28' /0"E 1 15 \` I3 i'rPlj m 1-4 .zsA. = E ND.A. !k N I PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 stalkeP 25 24- • T,2. NO. W A Y • /0 74 89.580-/A/z" /14.H. , . Pie a =ot00.0,.0• G4reg4Z.. fa" \ 7. 22 /\ op 3 1 • o • THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN • PART, ON THE BASIS OF INFORMATION. COMPILED AND FURNISHED - 8V OTHERS. THE ENGINEER WILL NOT BE 'RESPONSIBLE FOR ANYERRORS OR OMISSIONS WHICH • HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS: A RESULT THEREOF- • friAr-of ikriet 10 tti s 4)«, vi N CONSTRUCTION NOTES: 0 INSTALL 18" R.C.P. D -LOAD PER PLAN. .INSTALL 24" R.C.P. D -LOAD PER PLAN. INSTALL 30".R.C.P: D -LOAD PER PLAN. INSTALL 36" R.C.P. D -LOAD PER PLAN. - CONSTRUCT JUNCTION STRUCTURE PER A.IN.P.A STD. PLAN 331-1 DETAIL ON SHT. 9. CONSTRUCT MANHOLE PER A.P.W.A. STD, PLAN 320-0, DETAIL ON SHT. 8. CONSTRUCT MANHOLE PER AP.W.A STD. PLAN 321-0, DETAIL ON SHT. 8. CONSTRUCT CURB OPENING CATCH BASIN PER AP.W.A. STD. PLAN 300-1, DETAIL ON SHT. 8. °INSTALL 48" R.c.P. , D-11,0AD PER PLAN coAter. comcRezr CUI.AR.FOR „RCP, /c'R w A . 0 CON5TRUCT TRAN.5/7/ ON .5TRZICTUgE peR era BENCH MARK: NO. 615 3 1.4 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE_ IN POWER POLE NO. 9011E ' ON THE EAST SIDE OF CITRUS AVE ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06" ALONG THE NORTH LINE OF SECTION 30 TOWNSHIP 1 NORTH RANGE 5 WEST SAN BERNARDINO MEhIDIAN AS SHOWN ON RECORD OF SURVEY FILLD IN BOOK 58, PAGE 5 OF RECORDS OF- SURVEY WAS USED AS THE BASIS OF pEARINGS FOR THIS MAP CITY OF FONTANA, CALIFORNIA REVISIONS ENGR'S APPROVAL DATE CITY APPROVAL PREPARED IN THE OFFICE OF. MADOLE AND ASSOCIATES, • INC: OF THE INLAND EMPIRE 10601 CHURCH STREET STE . 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 MFG DESIGNED: CHECKED: 826-1163 SIERRA LAKES TRACT NO . 15682 & 15684 STORM DRAIN PLAN TO INFILTRATION BASIN NO ,2 (44 - APPROVED CITY ENGINEER R.C.E. 25126 SCALE: AS SHOWN DATE: 26 78 SHEET NO . 4 OF 9 CO CD 03 •