Laserfiche WebLink
FINAL SITE PLAN <br />PART OF THE WEST HALF OF THE SOUTHEAST OLNRTER OF SECTION 26, TOWNSHIP 17 NORTH, <br />RANGE 2 EAST. GTY OF SOUTH BEND, CEMRE TOWNSHIP, n. JOSEPH COUNTY, INDIPAU <br />BURNEIT INDUSERl4L PARK <br />LOT 12 <br />FOR <br />CLELAND BUILDCRS, INC. <br /> 1101 LINCOLNWAY WEST IET47D <br /> MISHAWAK4, INDIANA 46544 •LMM~ PROPOSED LtiVA1Kw <br /> <br />pbntr <br />Fiopc:~ttnE n\pola\EVnNtnppvLl TSile p 05/06/2001 0]:17 <br />SLOP[ t : F7. <br />f nR[ HYDRV(I <br /> Joe p°xr'gl'm> D 1 <br />~ PaKR PDIE <br /> Joe Hmbel> O.D00 <br />P0911N0. NUINh9(T) Job D°le> 2001.OSO6 <br />Ea°liq(x) Ekv(2) Dneli plbn <br />... ~~ IAM]w <br /> <br /> <br />' 700 811A5 <br />201 011A5 <br />M7 881.60 16B0DI.DS <br />1856.28 <br />1&58.28 O.OD <br />0.00 <br />O,DO <br />11 II 8' MIN. <br />P~•I L~ <br />' 7 <br />.ASS~U1(D^ElEVh110N 100.00 - IOCAT[D <br />T <br />I PROFCRI <br /> 207 597.62 <br />701 601.81 17)0.20 <br />1601.0] 0.00 <br />0.00 Y <br />B <br />B' TY NORIMCAS <br />T <br />A7 IRON FOUND A <br />CORNEfl <br /> 205 801.95 1711.65 0.00 <br /> 1oa ealss 1811.65 o.aD INOUS'TRIh APPROACH 20nl2 <br /> 207 ~ 890.67 <br />108 690.67 1811.65 <br />1771.65 0.00 <br />0.00 I <br />SECTION A -A CURRCM 2DHNG C - NFAW w0US1RW, <br /> <br />'C' NCGM IMO AACA <br /> 209 661.95 1Bt 1.65 0.00 [x0:11NG FIR[ <br /> 210 661.95 1771.65 0.00 <br />1 NIDP.WI <br /> Nunbel of poinb Lstcd> II <br />1. PCwER POI[ TO BC MWCD, CONf7CT <br /> ACP i0 NIRN+GC RELOCA1gN <br /> o~ RON FOU1Q <br />1FxPORARY BENCIaMRN <br />0 <br />I 0.11121[ AYYHf/: <br />107A1 !LOOP IRFA SO/n 3 <br />C~~ BAIYINiw <br /> [LEVA7KN 100.00 OfFK[ NIEA (]0' . 80'): 2.100 21 OFFK[ - 4 MA%IMUM <br /> I 79 <br />BO'1~ BB00 <br />nMFW%Kl[S~O <br />Rr <br />Y It tO' . MuRENOVSE - 11M%IMUM <br /> ~ <br />~ <br />~ <br />~ <br />~ 10111; 11,7W IDO 8 MV(INUM_ <br />OiMCR (0(!511[) - <br /> ~ I C~nE <br />L <br />~ <br />~ <br />E <br />~ 1 <br />RCOURCD: <br /> ZDa ~ I iG <br />BUSNESS <br />ALUTICw <br />ANO fN <br />KMI <br />N OFFKL 1 PIFKING SFACE REOUR[D <br />' I •+, <br />W„" d 1 <br /> <br />I <br /> <br />lDINT3110R1 p[R 100 50. R. Of lLDOX ARU OR I <br />FCN EM%01CE. NMx21CHfl I$ tlEFA7ER <br /> i -_ ___ ~ D F <br />O <br />CE <br />~[ <br /> 130 } 203 2 ! <br />M.BS' ~ n 9% (•R[RV Aat.l + D I (swn M .f <br />' <br />' <br />'~`~ 1 R[OUR[D P[R 7 [I <br />L <br />T <br />S <br />~ <br />{ <br />` 6 <br /> ' <br />101 1 i 1 - i 7N0 COUFOSOC <br />[ <br />• <br />stn IRu (PFR SO <br />RCO RCD SPACCS <br />R <br /> 1 I I <br />1 I I R 76 !~ <br />1 <br />2%9\\ SO n1 <br />nos r1+ <br />R2 cn ff <br />1 CNCUU110N <br />) <br /> i 1 <br />I Q Q <br />p ~ I <br />I I <br />1 1 <br />T1~I I i <br />]07 I I ~ <br />( <br />• <br />. <br />r~ - <br />1 ENPLOTECS W%MUM - 1 <br />PCOMR[D SPACES (PEA [APLOT[C <br /> a <br /> <br />^ 1 <br />f <br />~ ~ <br /> <br />~ I <br />I 11 I <br />1 I I 1 I <br />I OSB <br />USC CtN • 0.8 CACUU110N) <br />WMCHWSE - 2 [MPIOTE[S Y4XINW <br /> <br />c I <br />I <br />i ROOF DRI115 <br />RDO! DRVNS i 1 i iMCN • 1 RCOUIRCD PAR%ND SPILE <br /> s <br />~ i <br />i <br />' ' ~ i <br />a- I ~ ~ <br />I I i <br />1 i <br />I p . 0.6 (0.737) 0.7W7) <br />• 0.1771 C.f.S. (7/) (3600) PCOUR[D PM%rlG: <br />OFFKL 6 <br /> S I ~•, I I I I 1 1 <br />1 1 15.3]5 C.f. (1.06) <br />R <br />R <br />7 <br />iK WIRCNOUSE: 1 <br />T <br />[R IOFF <br />T[7' 8 <br /> I Q Q fwSMD YICOR <br />[1NA710N1 103.D 1 I 1 <br />I I I I <br />1 1 I CN <br />N <br />• 16]50 CV. n. REOU <br />[D <br />E H <br />SI <br />D <br />LOIN: IS REOIxRED SPACES <br />' <br />' <br /> j 4 I i I I I 1 I/~CIASS 'A• CONCRETE 70 BE USED IN All WALKS AND APPROACHES % TO <br />SUPPLCD PMNNG: 15 (17 • 10 <br />' <br />' <br /> 1 <br />,j.y• ,~ <br />99"x"- <br />b,- I <br /> <br />I I I I <br /> <br />I I I I I <br />I <br />I I <br />1 <br />2. - RADII AS SPECInCD. <br />3. - SID[WAIN WNCELCMNR FAMP$ REWIRED AS PER IND07 SIANOARD + 3 NANDKIPPED O 11 <br />% TO <br />) <br /> 1 - I I I 1 1 DPAWINCS, SHEETS MAI Bt IM1o RAMPS ARE 70 BE FLUSH W/ T~Am ~k <br />50/71 ACRES 3 <br /> I ^ ~ <br />'~ i 1 1 I <br />I 1 1 <br />I 1 <br />I [x15TING PAV[uEM <br />- UTILffY POLES, HYDRANTS, E7C. MUST BC WRAPPED WRH I/2• <br />1 BlnlgND: 11500 0.257 70.3 <br />67 36 <br />1 <br /> I :nF ~ I ~~ <br />I I I <br />I I I I 1 . <br />E%PANSION MATERUL PRIOR TO CONCRETE POUR. PAULO: 70,171 0.1 <br />. <br />519 17 <br />7 <br />OPEN ARU/GRAS5~379]] 0 <br /> [ Q <br />d P° 1 I I I I I I S. - DDNTRAGTIDN JOIN7 REONRED ON IPPROALHES WHEN 0 I$ 12 OR . <br />. <br />~O1N: [ 6 100.0 <br /> 1 ~ <br /> <br />5 FNJ <br /> <br />P i 1 1 i i I •MORE n. <br />- CURING CONCRETE' - AS PER INDOT STANDARD SPECIFIUTIONS <br />B <br />~~ , <br /> I - 1 i 1 I I I $ I . <br />SECTION 500 (PARAGRAPH 501.17) VSE A CURING COMPOUND wESI BASIN <br /> ~ ]q ~ -- -j----------- j j i i i IMMEDkiEIY (WNffE MEMBRANE ONLY ACCCP7ED CURE) <br />T <br />ESS BASIN SIT[: 16.6' .150' <br /> I c ~ _ <br />~ 2D0 207 <br />I I I I ' I 1 I HICRN <br />7. - CONCRETE FORDS SHALL BE AT LEAST A$ HIGH AS THE <br />LUMBER OF NOMINAL DIMENSIONS SHALL N07 <br />OF THE REM SNOwN LOP Of &Sw: 1003 - 8.990 S0. n. <br />n <br /> <br />~ ~ o <br />^ ~ <br />j <br />I I I <br />~ ) <br />2 . <br />eE USED TO EODAL THE SPECIFICD DIMENSION. , <br />TOP Of SIDMDE: 99.5 - S.IBI S0. <br />BOnOU a OASN: 953 - 7]6 S0. n. <br /> 1 1 0. -All WALN$ k APPROACHES SHALL RCOUIRE PROPER COMPACTION- BAH( 6LOPC:/:1 <br /> <br />' I ~ 2[y ... <br />~~ ~ ~ Ap~w ~ 1 I A$ PER INDOT STANDARD SPEC6K.ITIONS $E[TION 201 <br />7 <br />5 p[RM[7[R BUIFCR: S' <br /> <br />. <br />209 ~~ .0 <br />) <br />(PARAGRAPHS 207.02 k 20 <br />O inROAT <br />AO' uAX RIOLUS <br />30' MA% <br />R <br />PPRO <br />CH 510RAGC PROnOCO: 11,411 CU. n. <br /> ..-- 1/ <br />' ,~ A~ 210 <br />6B~ A <br />* <br />j <br />I , <br />. <br />IAL A <br />A <br />- <br />A. - INDUST <br />B. -BUSINESS APPROACH - 24' MA%. O THROAT, 20' MA% RADIUS U51 8A$W <br />BASIN SIIC /D' , I/0' <br /> 20 O 0, /• • S <br />3 <br />] y I 9. - BLANKETS SMALL BE VTIl12C0 ON CONCRETE WHEN TEMPCRATURE <br />' i0p CT &SW: 101.0 - 5,400 S0. n. <br /> <br />' P g q~ <br />t $TOGP <br />' <br />' . <br />IS EXPECTED FALL BELOW 50 TOP OF S70RYS. 1000 - 1,271 50. n. <br />100 S0 <br />n <br />98 <br />5 - 1 <br />BOT10Y a 65w <br /> <br />~ _ <br /> <br />___________ <br /> <br />_ _ _____ <br />----------- <br /> <br /> <br />-- <br />1 <br />1 7 <br /> <br /> <br />_-_ ADA <br />s <br />ppxlp~•', <br />--' / <br /> <br /> <br />] . <br />. <br />, <br />. <br />: <br />BA W. SLOP[: 1:1 <br />S10MG[ PROvIL~CD: 1,968 CU. n. <br /> Lt <br />Q 7 ~ <br />.~ T <br />~ / ~ N\1p \WtlR DlplyyNpM~ <br />~ ~P F 7010KS70PADEAPROMO[6~1738T CU. n. <br />570RAOE PROMDEO 5 107; V Tlul REOtARCD <br />•~ 1 •,,,~ ~ € ~kQ;~o\$TFRfo"Ft^y~ IH ,sDgiKlMl 11,11a cu. n. or s1oRACE a ' <br />D ~ .~ 2 AvNVELE N 7HE iR[EBOARD ARE COA AN <br />I ~ 700 ~ / • ~ ~ • 5-0109 I'<i IDDIf10lW 693 OC C%CESS SiORAGC. <br />L + • R-20' /~`~o °g~ t{\ STATF OF j <br />~ a 3 ~ f !\~OtAN~',.v0 ~~ <br />~ ~ QQ'\ '~ J. IIERNIRD FEENCY RLS No. 5-0709 rod~ro~mom°IRnwn `"~~~ <br />99 99 <br />12• IC: 97.70 17' 9:: 97.75 <br />-__-____-__~-1D] --- /e~~N~t <br />~_-~ <br />( <br />I <br />0' 30' 60' 90' <br /> <br />. Long, Feeney & Associates, Inc. <br />715 S. Michigan Street <br />South Bend, IndiOno 46601 <br />Phone (574) 233-1641 <br />,I Land Survs yora Soll Sc[enilsts <br />• <br /> Score Oro.n BNG <br />® <br />1 Dote OI-07-04 Job Nome Burnet(IMPDrN1251tePlon <br /> Rev. 1-I -0 Joe No. <br />97 <br />03 <br /> Rev. 02-17-a 1 <br />- <br /> <br />