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III7ERENCE !IHEET ctCl&-GICl8OH COHrROL PlNI. P'DIt -- .......,.... .... F'IUCIE nwrn: c:otmD.. It AC:CXIDIHCE Mnt lH[ MIK3atA IIWfUH.. OF uwaIIlI nvrmc COHnIOL OD<<:D. INCl.LIJNg 11<< 'fDIIIClRMY 11WPIC CON11ICl. zeN: lAVOUI'S FElD ........w.. DUm INfJNfY ~ IJ ALL 1M3 'M\T CONSTRUCI1DN N:fMf't III5RPIS lIUmC ON f\BJC -. .... us IDT CXMIJrICA1'DCS (IlOO)--- NORIM ItM NXE!S u..c. 1-713-21;2-41. us LO<< 1 118 211 IItle .~: ~* REWOVE TREE/SHRUB ................... REWOVE SURFACE fEATURE I. ClOCIDNA1t 0ISlIIPIICI\I OF PEEJE:SniIW4 IHJ WHICU.M 11UfFIC WITH CJlIlINER. OITMI IU.. fEQUIE) ITRED NI) SDOIltJ( aDSI.K PEIIlI1S - CCIHDCT art 10 WJI&'Y """'"""'" L PRCnEI:I' ML. 1REES NOT IPB:IF'IQtU.Y' EIE!IIGIMM) RII -- 7. SlM:UI' PMJEr(I" nw RUMICS R REMCML LMI'S. .. ~ OR fEWIt DilIIMlXD IICIlOS. MJC!. c:uws. U'YI.ITIES, OR PlNIT IIIo\1DW.S 10 CCIOT1ON m.w.. 10 DR K1'TDI 11Wl PRE...coHS1RJCIJQN CCICJITIDN NG IS REQUIED It_ .. ~ DI!IUI'IJDN OF U1I.ITY !EJMCD tKnt o.a. 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INC. ...J I o I I , I~ "I' "" , "" "" I / / I' / "I' / ' :/>::::":< ::>: ::;~~ / > ;>>~:~>~/: ::>> ::: :':" :>>>::<<:::': /:::: ,>;:: <</ //>>' /<<,1 ,<</>>><</ ,<<,'/>><<</>>><<// ,<</ / /~//~~/~:/~://~~/~/;;/;/~;):~:,:,/~~/~/~/~//~/~/ .:>>>:>> :::::::::::::::; /' ,,1/,,/, ,'," ,/:/'///<,' </:</ , /, , , tu.TCH EXISTING PATH WIDTH GENERAL NOTES FOR LAYOlJT 1. H.L DItIDISIDNS 10 CIJRIIS Ne aRI,/ClVmJI /lIE 10 1ME ,N:E. CF a.R8 UNlESS OTHERMSE N01tD. MaC OF CURB IS 1"l'P'tCM.L1' e-N:HD mtNJ 11C '11% Clf c:uta 2. NSTH.l. NEW CONc:REIE WUCWlMI ..-.0 1ME fa.LDIWIlIQ llUlltlKll: .. IIWCIWUII SPN::IC Of' CXIC'IR:ll .KlIlT'S ~ WM.ICS 1'0 IE EIClKI' ftE1'. arr ~y I6\lQi THE WHJ( IlIJIH. ... ~ SPN:IC aT CQNTACl .ami .. CONCRE1'E 1lWfIC $U8S 10 lIE ,2'. e. ........ SPACIG f1F 1/"r DCPNCSION "IOI(tS 10 IE 40 Pm. 4. ,<<rUQN .ami """ WUC CCIRJlIEJa" HCINZQHI'..... DEFL.B:nOHS. IU.DIG CXHIEItS. DC. IIflJ USE BaK. lWEI. SZD. .. SEE D/'IJfJ. RII .anIC DEI'M.$. <:;Y . - ~-.;":::,:'..,,..:,. tC~,.. )():,;,"~.,/-- "<'.~'1/ ~ 'i'i/ t. ~{ __x__x--x--"'- __)( __)( --T"--"x., ----- j ~,--,,- FUTURE PARKING ~ '0' a:;)> @ o . . ,/".,/'" .;;:' /' :,?,; g' PATH CONNECT PA TO 6' W/lJ..KWAY ..~. ~. i 1.' .. PROPOSED BUILDING ADDITION FFE=945.0 1 . .;;='\ 5' g' 9' 5' II' II'S' llIi1l .~; ~.~ ,:_",~,:;,~"~:_'~:~'-:""~:~~'4'~;tr,"-(i"-'~r~,~~t: : i, '--i--"'"":"".; ~~..:.~{-.~f,; J .;,...-n__._.--:-,.,.._ o /J; Q) (~ ~. (9 r, '<.Y 0 0 i .. 0 ~-~ '.' t,.'.iri @ r. :.' ~ ":.;;;' .~....., (J ..\\ V ....-::; ~,~ i20 .,:,c;:-t...?' '\~::,;;<;-:l<" ;SCJ<< ....:.. ..";,. SITE STATISTICS mE f1F PIIClPEIllY (1NCU.<lNl DQNA1IClH PMCn) 2......71. &t. .. 10.13 Ie mE OF' DONA11ClN PMaL '31.1" ..t. .. 3..0, M SIZE Of' PRCPEKrY WI1HOUT DCItWXJN PMCO. U11,J117 &t. .. 17.12 M IlUlDIIO """"""'" ~ DIS11NO 331.1&1 sa. n. PRllPOS<Il 24.110 sa. Fr. PERCOfI' f1F sm: CXNERED '" M.II..J*Q ,..... PERCOfI' f1F 8'TE CXMRED '" PNICJNO 2lUllI PERCOf1' Of' Sf[ CXMRED 1'1' UPIJMOUS ~.as PARKING SUMMARY .". srALlS I .. ......"""'" I ,- ""...- '201 LEGEND DClQR N:CESS .... MOlDl.E 0 ~ ~ - ~ """"IML'IE H -..- .L. .......... -' ----!!.- CXlIlIIIOL~ '- o-~.~--~k, ..:"r<'<" r'). t' ~ f~ij .'-^. ~~^. ~~----_....- @j ~-:' ~ (?~ ',..-':.:~ --.-------.-- .- Q; (Z ~;i"-- ;!'"T~:~:n:f:\ ._20 IN:......_.~... '.> I '\~_...~~., ..Jo, I . EMERSON Process Management ~. .,,"lIul... ,10,1'''''1' 1 "'01'1' 11....1. .,... .....r........IU. lU...U..I..".......'U..I....'.lll.III.....I.".U hi.,.... .11.'....... h..I.II. 'U.lI',U" 40 I fIT! ~o~ ~o~ 6\O~ s~~~ co~ SITE LA YOlJT PLAN SOUTH COWM. NO. SCAlL OATE OAAWN '192-04,-00 IS SHCl'om JANUARY 23. 2005 R.WNT 50% CONSTRUCTION DOOJMENTS C301 I) COP't"RIGHT IoWroIIolEl GREEN AND ABIWWoISON. INC. -1 I DONATION PARCEL APPROXIMATE LOCATION OF DONATION PARCLE LOT LINE x_X- _x- ti; GENERAL NOTES FOR LAYOUT SITE STATISTICS SIZE '"' """"""" (J<<1lIlIOO DCNAllON PMCEL) 2.141,71' d. or eo.a:s Ie SIZE OF' DOIW1ON PMCIl. 131.'" ..t. or 3.Ot Ie SIZE Of' PROPERTY WITHOUT OONAlDI PMCEL 2.!I1Ul1 aJ. Of' 57.12 /Ie ~ FtlUO\1ION MD. DISII<<l 33I.8M SQ. FT. PROPOSED 2"110 SQ. n. PERCDfT OF mE COYEJm) BY' BlA.DItO ,..... PERCDfT OF' tinE ClCPtOED B'l" PNIQNQ 23JIII PERCDfT OF tinE CXMRED BY IF'EJMClUS 37.... PARKING SUMMARY IDA srAUS I .. ".,8' srNJ.S I ,... lUTALP_ I '251 o ~ o t. ~ IMHSIOHS TO CtRIS ~ c.1.RI,/GUTll:R ME. 10 lHE FIa: CIf' CUll UN.ESS OTHERWISE NCJTED. MCK OF aJRB IS T'I'PICM.L.y 8-frOtD IDWIJ nE '11%. Of CURB. 2. INSTALL NEW COHCRErE. M.It'M'l'S IJSIrrIQ 1HE f'CU.CIIWICiI Gl.UlIES: .. IIWCIIUI SPACINQ Of' OOHJROL JOIlItS If tW.KS 10 BE mrr fED, BUr GOIDW.LY 1Mn:::H THE WH.K WIJ1H. It. WAXIUI SPACINQ Of' CONTROL .IONlS It CONCREIE mtmC SlABS 10 BE lr. Cl. IlWCIlIIM SPACIfG OF 1/r EJCPNCSION .K)Irf1S TO BE 40 Pm. 4. AUOH JOI(1'S 'MTH WHJ( ~ HOfIIZONTIL Dm.ECTIOMS. IU.JlIltQ CORNERS. ETC. NfJ USE EaUM. FWEl. = .. sa XX/)DCX fOR oIOIfTIG DEl'M.S. I I , LL . 9 ~ .0 .0 40 I , SCAlE IN rm LEGEND DOOR N:CESS ... IWItOlL 0 CA~ ~ .........,. l>- WAmlv.<<>t: " -..: - .&.. ...........-. -!:!.- CClN1ROl.-. II I I II I II Ii x. I ~ ~ I I s. ~ EMERSON Process Management o ~, ....II..n.. 1 10"....1.. 1 '.'''11, 1 1I,....,I5.....u ...,........ Ioe. i III...II..I...........u.........ul. ..,....." ,,"n . hi...... .n.'....... h..'.II. 11f.,n.41" ~Oi ~~O~ s~~\) co~ SITE LAYOUT PLAN NORTH COMM. NO. 1192-041-00 IS SHOWN -wlUARY 23, 2005 RWNT SCALE DArE DRAWN 50% CONSTRUCTION DOCUMENTS C302 C) C<WYRICHT twIolWE!. 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THE CONTRACTOR MUST NoIEND THE SWPPP AND PREPARE " SUPPlfWENTAL BEST .......w;rW[NT PRACTICES (aMP) ACTION ~ AS NECESSARY TO ADDRESS CHANC(S III CONSTRUCTION, OPERATION, WIlNTENANCE, WEATtlER. OR S[.AS()NAL. CONOlTIONS THAT EfTrcr THE DlSOMC;[ or Pa.LUT.tHTS TO SURr,t,C! WATtRS AND COMPLY WITH REGULATORY AGfJCf REOUIROlEHTS. J. THE CONTRACTOR tr.IUST PlAN AHD iIlfPl..[WENT SUITABlE CONSTRUCTION PH.l.$INC. VECETA.TM BUFfER STRIPS. AND OTHER PRACTICES 'THAT MINIMIZE. EROSION AND COMPly WITH THE INSPECTION AND WAlNTtNANC[ REQUlREWENTS OF THE WPCA CENERAL PtRMlT (WN Rl00001). 4. SEDIMENT CClN'TROL PRACTICES MUST BE USED TO MINItr.4IZE SEDIl,lOO ENTERING SURFACE "ATERS OR ADJ,t.CENT PROPERlY. ESlABUSH SEOlWENT CONTROL PRACTICES AT ALL DOWN GRADIENT PERIWETtRS BEFORE LAND DISTURBING ACTMTlES BEGIN. $. ALL STORM INLLTS WST BE PRCTECTtD DURING CQt\lSTRUCT1ON UNTil FINAl STABlUZATlON IS ESTABlISHED (..nDOT 38;1). USE ONLY "'nDOT APPROVED PROOUCTS FOR INLET PROTECTION. lJ. TEMf'ORARY SOIL STOCKPlLS MUST WoVE PERlWETtR SILT fENCE OR OTHER EfTtCTh'E SEDIMENT CONTROLS. 7. SEDIMENT fROM PROJECT SITE TRACKED Iff VEHlCLts ON AD.W::[NT ROADWAY MUST BE CLEANED DAllY WITH A STREET SWEEPER. II. CONTROL DUST BY APPlYINC WATtR OR OTHER OUST CONTROl.. W.TERIAl AS ClfltN AS REQUIRED BY SOIL N<<l WEATHER CONornoNS. ,. COQRt>H.TE DISRUPTION Of ACCESS WITH OWNER. Ut.lrr DRMWAY ClOSURE TO T..ES APPRCNED Iff OWNER. 2. PROVIDE TfWTIC CONTROl IN ACCORDANCE WITH THE MINNESOTA WANUAI.. Of UNIFORM TRAfTIC CONTROl DEVICES. INCLUDING tHE TtwPONl.RY TfW'TIC CONTROL ZONE LA.YOUTS flEW w.NUAL.. DATED J.t.NLWn' 2OQ.4. AT AU TIMES TtlAT CONSTRUCTJOH N:TMTY DISRUPTS TRNTlC IN PUBUC ROADWAYS. <Il SIlT rtNCE (!] ROCK COHSTRI.ICnON oar <!] N..ET PROTtCTlON. SEt NOTE ,~. <Il EROSION CONTROL BLNolKtT. st[ NOTE "3. .sECllEI!J:lliJ' ,. CONSTRUCT SlABIUZEO EXIT. 2. INSlAll SILT rENCE (t.W:HIN( SLICED). J. CONSTRUCT SEDu,lENT BASIN. 4. STRIP TOPSOIL.. 5. t.IAINTAlN All TEMP. EROSION CONTROlS. 15. COWPlm SITE GRADING. 7. TOP DRESS TURfED MUS. a. SlABIUZE SITE. 9. REUCJIIE I.CCUMULA.ltO SEOIWENT FROM BASIN k EROSION CONTROLS. 1 O. REMCYIfE TEMPORARY' EROSION CONTROLS. i LL 9. CONTRACTOR MUST ROUTINElY INSPECT THE PROJECT SIT[ [V[RY SEVEN (7) DAYS DURING ACTrw'E CONSTRUCTlON. AND WlTHIN 24-HOURS N'rrR EACH RAINFALL ~ THAT EXCEEDS O.!t-INCHES. AU INSPECTIONS MLIST BE PROPERLY DOCUMom:o. RECORDS "UST BE FOR REVIEW IN THE CONSTR\JCTlON TRNLER OR 0F'FlCr. 10. ALL NOHfUNCTlONAI.. BMP. WUST BE RrPAIREO, REPLAaD, OR SUPPUWomD WITH FUNCTION.t.I.. BWPL 1'. AlL CONSTRUCTlON WASTE .....TERlALS WU5T BE PROPERLY DISPOSED OF OfT-Silt IN " PERWlTT!D DISPOSAl.. FACILITY. 12. CONTRACTOR MUST ENSURE fINAl.. STABIUZATION Of THE PROJECT SITE. If PERUANENT STABIUZATION CANNOT OCCUR WITHIN 3-OAYS OF COl.U>LE'TING GAADING ACTMTY, ESTABlISH TtW'ORAAY VE(O(1'ATIVE COVER WITH WN:)Ol SEED MIX 1 JOB AND TYPE J MUlCH. 13. AU SlOP[s STEEPER n-w. 4:1 MUST BE STABlUZEO WITH CATEGOR"t' 2 EROSION CONTROl BlN'KtT (Ml'IDOT JB8~). 14. R(t.lC1o/E TEMPORARY EROSION a: StDUolENT COfItTROl Mu.sl/RES AFTER SITE tv.s BEEN PERWHENTlY STABlUZEO. AT LEAST 7S% Of SITE MUST WoVE EM(RGENT VEGETATION. SOD OR EROSION BLANKETS. I . EMERSON Process Management .~ ~ REVISION HISTORY - THIS SHEET ~. '.e~lI.n.r.1 h.l...,l.. 1.1...1., .....1. tI,.u .., AhU...... loe. 111 .IIM..I..........IIII.III......UI. MI.....I. 11..1 '.1.......12.'11..... hCOI.... tlJ.JlI.lltl <-O~ ~O"\' 6\O~ S"\~\) CO~ EROSION CONTROL PLAN COMIol. NO. SCALE OATE ORJ,WN 1192-041-00 IS SHOYI1II JANUARY 23. 2005 R.WNT 50% CONSTRUcnON OOOJMEN1S C405 C COPYRIGHT HN.l1olU- GREEH ANO ABIWW.lSON. 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SMfMY SEWEll sn.e . .... ~ sr ;: ~'~fJ E1. ....17 (f1EID ..,." ~~"'_1 Lf.V. -;, ,! ,- ..('; ;,.). " ~ v-; ~ '1 :Q) UTIUTY NOTES UTIUTY CONTACTS LEGEND ~~~ = ~. (100) Z52-11ee. 48 2. DlISIIC l..KlERCilRCItI IJTI.JnD /lIE .... IiJ JfIfWDlIMTE I.OCmONS. M.L E:XI5nNQ UTIJTD Mf NOT IE SHCJIIN. '<<JIfY l.Ol:R1CI4 NIJ B..E*.~ OF' utI.IT1ES MW:1ED IIW CXJNSJRUC'TDI. PRIOR 10 fII.ACIrG NEW PIPE OR Ul1JIT SIRlJCI\IlEll. 3. WRFr -.me S1'CRI. lWItM'Y, IKJ w.lER SDMCIE LDCA110NS NIJ nE.WDCS wmt ~ c::oHJRACRJR. ,.... 10 COfCSl1IUCIIOH OF SEJMCE UND. ... PFIMX ........ 7.1f c::cMR ON IrU. ~ ML. w.vEJIMMI CONmIIJCDQN wusr COMPLY wmt art' REQUIE:WEHIS. IS. SlWfNff JIG smRW SEItR CCNS1RUCIION MUST CCItIIPLY wmt an' IIElll.-r<1S. L COCIRDIfMlE COtfrECIDIS 10 EXIS1IfQ InIJ1Y I'mDG wmt UII.IIY """"'- 7. ,tD"JIJST IrU. CASrICS 10 El.EW.'OOH 1/4-N:H IElDW fHSHED SURFACE. I. aNI\IMU IOWIDIS (3'")34C>-OlI57 2. _ I1F 1IWClP<lIlWIClI (1'2)725-23'. 3. -.00 (7~ 4.xca_ (II~ a. em ", _ (1OZ)474-4'%7 .. _ (1lllO)22'-2Ill3 7. QWESI' (7~ ElCISINl _ ....... ElCISINl """'" ....... ElCISINl """" -<-<- -<<-<<- I .................... ... ...... SEWEll ... """" (:; .........u ..... IlRUClUIl[ """'"""" ..... IlRUClUIl[ ...- :.~': l>- WJIE I . EMERSON Process Management 4 " ./ ! ,/ tiK.. A..'Uee",,' h.t....I..1 't...,.. .....I.........A...h......U. Ut.I.....t..A........n.MI....'.U.. Ill....." UIU hi.,.... IU.'II."" ....1.11. IU.'II.I"I 40 I fEET C'-o~ ~o"\ y 6\O~ s"\~~ co~ SITE lfTIlITY PLAN SOUTH CONN. NO. SCALE 1192-041-00 AS SHOWN JANUARY 23. 2005 DATE DRAWN 50% CONSTRUCTION DOCUMErfTS C501 o COPYRIGHT Iio\WWEL GREEN AND ASRAI-WolSON. INC. .-J I 9 o ~ o x , . LL APPROXIMATE LOCATION OF DONATION PARClE lOT LINE 111"-21. S'1"DMIO 1.2O:1C 0<) ,"& Ci) '& DONATION PARCEL l<_X- sr,. OIl ....... .... ...... "\ sr '3 OIl ....... .... ...... o -'Oill iv". i .'~, UTIUTY NOTES :.o::m~~:: ~ · (100) 2D2-11'" 41 2. DISrM LHERGRCIUND Ul1JI1ES ME. SHOWN AT .APf'fIQXJIWE LDCATIONS. ALL EXISIIC Ul1JI1ES IMY NOr IE SHOWN. WRFY l.OCAnON NG nLYATICII OF urunES MW:TED Ih' CXJtrCSTRlJCIID PRIOR 1'0 PUICINO NEW PIPE OR \IlIJIYlIllIlCl\IlES, .1 WRIFY -.....me STtlRM. SNII'M'Y'. NG W41D SERC:E LOCA1ICIHS NCJ nL\tI\11ONS wmt PIJ,ABrC CQHIIUrCR)R" PRIOR 10 a>>cmIUCI1QN OF IiEIMCE lHS. 4. fItIIM)[ ........ 7.5' CCM:R ON It.L ~ IU IfAlDIIIMiI CClHS1RUCT1ClH MUST CClFLY 11tH an' REDJRIlIENtS. a. SNITM'l" NG S1CRW SEIDt CIJN51'RUC'nOH MUST CClF\.y WIt arr IIEllUIIEIlEIf1 L c:oc:R*QE CXHrECnDHS 10 ElCISnNO InIJ1Y smDIS wmt UfIJI'Y -. 7. """'-'Sf AlL. CAS1ICS 10 nE'A'ollON 1/4-N:H IELCIW FINISHED SUFACE. 2I4'-fr Sn:RI . o.mx >>->> o CXlIlIETlIl _ 2'. ~ SMI . EUV. .,2.11 (F1ElD ....., - sr'l 't--- OIl 82...... IN."~ k/ ;! srf2 ~~ .. 831.Q2 IN. .,Lt. . . ~-r SI'CRI . -13.33X ~ . 1 --1 r ':", ~ 20 20 , SCALE IN 40 , FW UTIUTY CONTACTS LEGEND ,. CINI\JIMU. SOUIIIllHS (3l1)34O-O11l7 2. _ Of 1IWS'CIlWIQOI (112)725-2310 3.-.00 ~ 4.llal._ (11~ a. an' OF ~ ~74-41Z7 .. IIEIMCCIl (IOll)221-:1103 7. -.r (7__ ElCI51IlO ........... ..... ElCI51IlO ...... ..... ElCI51IlO lWtR -........... ..... - ...... ..... _ WAtER -<-<- -<<-<<- I -.ou: .", SIRUCIIJIlE ........... .", SIRUCIIJIlE ""'""" t.:':: :l: ~ W<K I II I I III III Iii t$ I~ I~. I . I ' I I . EMERSON Process Management @dl ~. ""'IUet". I h......... 1,....1.. ........ I'... II' ........... lu. 111 ....h.,...........U........'.II.. 111.....1111411 hl......11I.1n..........."..U.1I..411. ('..o~ ~o~ { 6\O~ s~~~ co~ SITE UTIUTY PLAN NORTH sc.u D>" DRAWN 1192-041-00 CIlI Ihown JANUARY 23. 2005 50% CONSTRUCTION DOCUMENTS C502 C COPVRIGHT tw.!W[L GREEN AHD ABlW-W.lSON. INC. -.J I SM'ETY GRATE REQUIRED ON AU. PIP(5 18" IN DlA AND lARGER SAftTY GRATE or 15/8" CIA GJ.LV STEEL RODS. IS" DC RIP-RAP PER DETAIL 6/C900 USE PIPE TIES ON lAST 'THREE JOINTS Of INLET OR OVTLET USE 2 11[ BOlT FASTtNERS PER JOINT INSTAl..l.[D AT W FROM THE TOP OR BOTTOM OF THE PIPE - 5/8" TIE FOR 12"-27" PIP( -3/." T1E FOR 30"-&&" PIPE _, It TIE FOR PIPE OVER 72" NUTS AND WASHERS ARE NOT REOUIRED ON PIPE LESS THAN 2'" IN OIA. COORDINATES AND INIJtRTS SHOWN ON PLAN ARE LOCAltD AT lHIS POINT. o RC APRON w/SAFFfY GRATE FILTER elAN::> SECTION B-B .L -, TAEIU Of Ql.WlTTTl[S ",PRAP GRANUlAR FILTER DlA. FILTER RIPRAP BLANKET ROUND E 12- DEPTH ~~~ 8- DEPTH g- 0EPTJ.l PIPE ClASS 2 ClASS J cu. YO. CU. YD. CU. YD. CU. YD. 12" 2.0 1.7 0.0 'S" J.O 2.0 1.5 .." 4.0 B.O J.S 30" 5.0 5.0 CD RIPRAP AT OUTlET APRONS .POND SKIMMER GRATE <48-57 HMLA INDUSRTIES. SlEEPY EYE. UN (1-507-794-5821), OR APPROVED [QUAI.. HOT-DIPPED GAlVANIZED HINGED CRATE -f;? INV_ .2S.~ '4 BARS 0 12- OC TOP AND BOTTOM RECAST CONCRETE EIASt o POND OUTlET STRUCTURE o I Ll AGCREGA TE BASE ...,\ TERlAl.. 1/2- RADIUS NOTES: ,. PROVIDE A OJSHION JOINT 'MiERE'YER CURB ABUTS " VERl1CAl. CONCRElt SURFACE. Lc. BUILDINGS. RETAINING wAl.l.S. DC. 2. PROVIDE A 1/7" EXPANSION JOINT E~Y 40 Lr. EXCEPT AS NOTED. J. PRO'w'1OC A TOOLED JOINT [VERY 10 Lr. EXCEPT AS NOl'ED. 4. PRO'w'1DE A 1/2- EXPANSION JOINT AT E\'tRY OiANGE or DIRECTlON l.. END Of CURVES. DEFlECTION POINTS. nc. EXCEPT AS NOTED. o CONCRETE CURB AND GUTTER TOP VI REINFORCING: SlHCLE: U4E SlEtL VltRE FA8R~ HAVING AH AREA or HOT LESS THAN 0.12 SA. IN. PER FOOT HEIGHT. , <TIT -Y' NORWAL. ClP'ENNC. (!]~~:ii. TAPERED WALL. IS (!]~~~~~~~ OR HEIGHT or STRUC1VRE WAY BE <lJ ~:~SE~Eor:.~TOO':~Y THE PRECAST SECTION OR CCfoICRETE BlOCK CONSTRUCTlON BElOW tHE CONE SECTION. <!]PRECAST CONCRETE AO.AlS~G RINGS. WlI\I1.WAX.Lvr walTAR BED. SECTION A-A o DRAINAGE STRUCTURE SECTION A-A BASE "'UST BEAR ON UNDISTURBED SOIL. OR SAND CUSHION o DRAINAGE STRUCTURE REINFORCING: SlNCl..[ UNE STEEL WIRE fo\BRIC HAVING AN AREA Of NOT LESS THAN 0.12 SA. tN. PER FOOT OF' HEIGHT. (!J 2'-3- NORMAL. OPENING.. /il A STRAIGHT TAPERED WAll IS '-:=J ACCEPTABLE. <II ~~:~~E~~~~TE~A~~~E~ "'NIDOT sm. PLATE 4011. <lJ HEIGHT OF STRUCTURE MAY BE INCREASED ONE FOOT BY THE USE OF ONE fOOT HIGH PRECAST SECTION aA CONCRETE BLOCK CONSlRUCTlON BElOW THE CONE SECTION. srE "'N./OOT SID PLATE 4002 FaA BLOQ( CONSTRUCTION. Gl NON-SHRINK GROUT AT VOID. (!] PRECAST CONCRE1! AD.AJSTlNG RINGS. 2 MIN.. 6 MAX. 1/2- MORTAR BED. 1. SET POSTS AT REQUIRED SPACING. (::ON NOIE: 1) 3. ATTACH FILTER MATERIAL TO ST Al<ES AND EXTEND IT INTO THE TRENCH. EXTENSION OF FABRIC INTO TRENCH SECTION 0 CORRESPONDING NOTES 2. EXCAVATE A 4-.4- lRENCH UPSlOPE AlONG THE UNE OF' STAKE$. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. .... FLOW ~ ALTERNATE V-TREND-t EXTENSION OF FABRIC INTO TRENCH 1. SILT fENCE MATERiAl AND CONSTRUCTION MUST BE tN ACCORDANCE 'MTH WoDOT 3886. 2. 2 INCH BY 2 INCH PINE. HARDWOOD OR STEEL STAKES TO BE SET AT MAX SPAONG OF' J fEET AND EMBEDDED A MIN OF 12 INCHES. J. SILT fENCE fABRIC MUST BE ORANGE IN COlOR. 4. ATTACH FllTtR FABRIC TO STAKES. Fll1!R fo\BRIC rENCE SHALL HAIJE A MIN HEIGHT OF 18 INCHES AND MAX HEIGHT OF J6 tNCHES o\BOIJE NATURAl GROUND. 5. 'M-lEN TWO SECTIONS Of F1l TER f o\BRIC ADJOIN EACH OTl-tER THEY SHOUlD BE OIJERl.A.PPED e INCHES AT THE POSTS, AND fOLDED. CD SILT FENCE 1 ISOlolETERIC VIEW. NO SCALE ~ ROCK rIL rrR IlJKE MJST IE .to MINI....... [f' 2 rEET IN 1€1GlT AHD NUST IE MAINTAIN[>> ON .to CONTINUAl.. IASIS. 2 ROCK CONSTRUCTION EfiTRANCE fROCK FILTER DII<E) ISOMETERIC VIEW. NO SCALL I . EMERSON Process Management .,.....01...1...1....1..1.....'.. .....11. S.....II ........... lu. nl ...-...t...........u...'......III. ..1.....11..411 hi...... 111.'11.4'" hn'.II. 'U.'II.4111 <-O~ ~o~' 6\O~ s~~~ co~ SITE DETAILS COIolW. NO. SCALE \\g2-041-OO IS SHOWN JANUARY 23. 2005 CML OATE DRAWN 50% CONSTRUCTION DOOJMErITS C900 o COPYRIGHT I-WrlWU GREEN Nm ABJWW,tSON. 1<<:. ~