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GENERAL NOTES
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NOTES:
,. THE SI1EWORK FOR THE WAl-WART PORTION or THIS
PROJECT SHALl M[[I' OR EXCEED THE "WAL-YART
SUPERCENTER'S STAHDMD SITEWORk SPEClRCAmNS. ~
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2. ALl. NECESSNn' INSPECTIONS AHD/OR CERTlFlCATlONS
REQUIRED BY coDEs AND/OR l1T1UTY saMCE COtIPANlES
SHALl BE PERFORWED PRIOR TO ANNOUNCED BUll.DtNC
POSSESSION AND THE F1tW.. CONNECTION OF SElMCES.
WAL*MART SUPERCENTER #4400-00
u.s. 421 AND ANDRADE DRIVE
ZIONSVILLE, INDIANA 46077
BOONE COUNTY
SITE LOCATION MAP
REVISIONS ct ISSUES
--
ID&'lW: tIC ~ 2
CARIn AlllS, DP SUMIlAL 2
ZlOt6\'lUE lAC NI) PWNNG COWWlSSKlN SUl!MlTTAL J
IDNSW.lE AND CARYEL PlANNNG COIlIWISSION SUBMITTAl 4
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OPERATING AUTHORITIES
AREA MAP
* PROJECT LOCATION
DATE
BY
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0119
02 102DOCi
02162DOCi
0.1102006
HOLCY MOLEY SAI'S
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"IT'S THE LAW"
Ql.I.I_MrsMn1llCnlUl1I:
1-800-182-5544
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SHEET INDEX
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DESCRIPI'ION
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6100
BrORJ/ITArER POLLUTION PIlZVENrION PLAN - PHASE I - SIrE JlAP
sroRJ/ITArER POLLUTION PIlZVENrION PLAN - PHASE 2 - SIrE JlAP
PREIJJlINARY PLAr
SIrE PLAN
SIrE DIJlENSION AND IJCHTING PLAN
OVERALL SIrE PLAN
SIrE CIRCULArION PLAN
SIrE SICNACE PLAN
CRADING AND DRAIN ACE PLAN
UrIIJrY PLAN
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6530
6640
6600
6610
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Dl:1'AIL SHEl:1'
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LANDSCAPE PLAN
FOUNDArION LANDSCAPE PLAN AND Dl:1'AlJ.S
X SIrE PHOroJll:1'RICS PLAN
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{Plat Book 6. p9. 54)
(To" ?arc<!l 10191f~8:~5GO)
DEVELOPER OWNER:
~t6-1I1{fl cW~R~E~C.
8ENTONVlLLE, AR 72712
479-273-4000
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GENERAL EROSION NOTES
'.THESIOllIIl'lWlRPOU.UfIONfIIIlbENTOI.....ISCOIlIPIllSEDfJF1HIS.....-crsnt
lMP"),-lHEsrNIlIIIlDlJ[TMS,THEPUNMtMt.T1VE,A1TIlCNilBfYS1IeCl..W[D"
SPECR:A1IJNS sa::ntIt QZ.S1O ~ fILUS TIC[ PEMIIT MCl AU. SL8SEIMIfT
lllD'CRTSMDIIEl.A1iDOOCUtIIEInS.
2.AU.Cll:IICI1MCfOItNCI~lfrM1WD'MTMsrtllIllw.mtPOU..UrlON
~ $M\U. 08fMI " otrt OF TtI: SttlRtiI 1MTER P'Cll.WTJON l'IE\OTOl f'UIrI NCO
THE STATE fI ...... trM1'DW. I'OU.UfMT 0I5CHMGE ~ mTDl GENEJW,.
PlJDjIl' (JIIPDO PERYIT) AND IIttOIIE f'MlURS 'MTM THEJt c:onons.
3. ~ SHILL IIPlDEMT IESTIWUCDIEICI' 1II'lIIIlCTICES" flB:lUlII[D 1T1H[
......ADDrIJJIK.BESI'lINWi'IEMDfTPRtCllCESSlW.LE Iilll'UMENm)AS~ IT
CIOIClIIIClNS IJ II) MXlIIIllIW. cosr OF CWID 1tRlUGHCUT ...... PHIISES or
-
4. lEST IWWlDIEMf fIlIMC'nCES (IIIlP'S) All) COMnIOl.S SHILL CXlNl'OlIll 10 fEDDUt.
STAlt. OR l.DCAL.1tEQlIRDlENIS OR IlWCMlf:l PRlCnC[, AS ~ CCMMCfOIt
SIW.L M"LOlOtT AIlDIllCIIW.. CCINTROlS AS EIIlIrfED IJ'{ PEJlllmWG';IGfJII:'rOll ClMrER.
&. SfTE IMP MUST tuARLT OElJJE:AlE ALl $W'[ 'IIlOOlS. PPM'IS Ft* NIf ~
N:rrtnVM'ACIIiIGsrA1E1M1ERSOItIlEGt1AlDl'fIEI\MDSlIlUSl'BEliWIfUIINEDCIt-SI1E:
"''''.....
..CCIrfl'lW:'ItIIStW.ltlM.llZ[~lOlH[llMDAlIlDl1EMTlI'IW:TICALORAS
RECUIElI rr M CEICPW.. JIOUf.
7. GENDW.CONIRilCI'OR StWJ.DU<<l"I[C*fIl.MlME~FWlIlIGNClsrtIUGE
MEA tHCH SHILL AlSO I[ USED .. 1HE fQUAIDfI' IllIt.IIrfTDWCE MIl a.EMIC MO.
EJ&I'lOYtt IllIlRICIC NIP. NCl NffA FOR ltlCI\DtG PORTAIU f'M:::lnD, ClfFJC[ 1WDtS.
NCl TOUt f"ACLdIES.
.. AU. 1MSM WATER (CCI<<::Ilm: TJlUOlS. VOCLE CI..EMJC. EO.IPM[Nf CWfIJC. oe.)
&WJ.. IE IIEfMED NCl PROPEIlLT TRfATEJ) OR DISPOSED.
e. SUFn::IEtfT al. MCl CREASE MSl:MNG IMTBlWS AND flO'WION IlOOMS SHW. I[
IMIIfWNED 0N-SIft (lit lUADI.Y IIIIlIlUIlI: 10 CXlWTMI lIMO Q.EANUP na OR CMDICM.
..... - ......
10. DUSTON 1t€SlI'E SMlIU..IE CCNrROU.ED.1l€ USE OF YDItlR OUMClOfHER
PET1lCl.EUIIl MSEIl OR lOlClC LlllUIDS fOR ousr aI'PItES5JCIM <I'lRA1lCIG IS fIllI:IeTDl.
1,. ..... lMSM, CMWGE. untR. (It cntIER SUCtI w.mtWoS SHILL IE DEPOSnm
am> SDl.EO CCII'OINElt$. w.TDULS StW.L I[ lIRf:\'OfTEIl ,... WMIC 1HE PIlDlISES
'MtClIJGHlHE.<<cnoM OIF 'IN) OR SRIlIIl 'lM1DI1lISCIMlIGE -no....-: DIltMES (It
II -.TERS OF THE srRL
12. N.L $101M .-rut PClWIIJ(XrI PIlItWNflClN t<<ASURa .-.sonm ON nor: SlllIlW
IIUOt JIOOt1.UTlClN I"R[VENl'JOIf IIVNS. StMU. IE INIr'ImD AS SOON AS IWCIlCMLE.
13. Dl5NIIED JIClmON5 fIf 1M!: SI'I[ WNDlE CONSIIlUCIION N:rMTY W;S SltlPPED FOR
/IJ l,.DSr t4 EWIS, SHtU BE 1DF'OIWlILY SEEDED. ~ MU.S SHAU. IE SUDED NO
LATElt TMM t4 tM'I'Snou THE lASfCCllSTllUt'l'lC otCTMn'OCCl.IRRIC iii 'ftD[ MENS.
14. tISl1.IlIED POIITlON$ OF M SIlt IlHO[ CONSTRUC1lllM ACrMTr HAS PEJlMUEtm.y
SfOPPED SIW.1. IE PERlrMMDm.Y SEEDED. 1HES[ MD:s SIW.L I[ SEEDED NO LA1tR TtWI
14 M'lSN'1Dt1M[ lASf COICSIRIJCT'GH/ICrrtrJ'I 0CClJltIIIiI0 IilltelEMI&S.IIlEfOt to
1M[GlWJIIGPlMMD/fIR I.NGSCN'[ PUIlt
1e. AlL 0ISMlBED ARrAS ME. TO Il[C[M fOUR INCHES OF 'RJISOL. SEED. MlI..Ol MD
WIU[R UJfIl. A tULlMT STAND OF CMSS IS ESTAlLISHED.
II. IFMACflI:M OFYDClD 1IIfIIElMG OWR TIC[ ORM/[l CClIG1RUCtlCIH emwas IS
NOT SUFFlCIDfl'tolJlDlM: 1M: Wo.ICII'h' OFOIR't (It lAID. Tt01METIlls wst IE
IIIoSHEIl 8ERlIlE 1M[ WHlClLS ENml A ABJC 1DlI). IF 'IMSNNG IS usm, PRCMSlOMS
MUST IE IIWl[ TO lNrERCU"T1M[WllSHWJERMD 1M' 1M[ SDllIIENl" IERlIlEIf IS
CARIllEDOFF"THESlIE.
17. AlL tM1UIIALS SPIlLED. 0R0JIP'm. WASIU. Oft lRIIOCtD ..... 'tDIlUS ONIO
RCWJIAYS OR lNl'O 5roIlM IJIUICS llIUSf IE IlEIIOt'ED IIIEDIA1UY.
1L c:oN'TRiICftlRS 011: Sl8COIfI1tACIOR -.LIE IlDPONSIIl.E F'OIIltEYCllIaG sa.ENt1il
THE I:I:IEtmDN JIOICDMDNf'fsuaoo1*T IIA'r ~ CCllUC1ED IN M S'RlMI SEWER
~SYSIOIS..ClOJU.INCft:INWlIH1M[stAlllUlAJlONOFF"-srrE.
11. ott-sm: II: OFF-sm saL. i5IOCICN.E NeD 8OlI:ROW M(AS SHtU . PlICJTtc'ftD FIQl
EItClSlCIN AND SEmIDfW1QN lloRllUGH M'I.DIENI'ATION OF lESt ~ II'IAC1lC6.
S$OCICJII.[MD IiIClRltClWMEA l.I:lCA1ICIJCS StW.L IE NmtD '* THE SItE Wf' NI)
PlWf1Dl1N~WlIHGENEIlIL'8lIfi~
20. SlOPO SIW.1.IE LEFT iii AMlUGIEICD CCltIlmllN 1ltIlIilIi1ME CIWlIrIO IlfNETO
REDUCE IIll.I<<lfT moanES AND EROSION.
21. ~ 10 M GfWlE QWrI;ES 0l.lltIJI) M IlE\'Q.ClPIIIEt OF 1ME PROroECr. THE
eotrmw:IOItSHIU.IEIIOPONSIIlEFOAAO.AlSTlNlOMODSlQIIlCONhlOlWASI.IRES
($I.T fUCD. sw. 1lUS. [It,) TO PIIMNT [RCISlClN.
22. AU..c:oN5IRUCIlON StW.1.1E srMI.IZED/lJ1ME 011 OF ElICH 'M8IlG CllIT.1HlS
1ICI.UlOM:kFI.I.IMGOF1RENCIIESFOAurun'CONSTRUC1lllMNmPl.ACDlOfTrI
G'MiIU Oft IInUIIII<<lU$lWIDfG FOA MW) QOfC51lWC'IlClI
D. sail SI.MC['" IF.. F\ACE Fl:IR MOllIE 'nM 14 twl'S.
(C.R. 242, XlS- 6~8-641;
(fair. ;:>!::"Ceol iO!9!"10(1)
Park
33)
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GENERAL PLAN NOTES,
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0l1D IlCIISltME am_
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...... ..... ..-
CON5IRUC11ON ENIIW<<:I: (.... OF 10.
0EPrH OF r-;s- a.EMI STDNE '*
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n ROCIl HORSDNCl[ CHECK DMI
____ DIlECIlON OF lMJll.NIl FlOW WI GIWlE
@1ISEIt1UtnI.......
(!)~ClllRUI'I'E.
I'j\Q/fDlSllK;tcrlU. NIl
\.:..ISlllaRCMJllU. ~
~WlfJiU.IIft...
"""""'
~NCE OF CONSTRUCIlON
,. INSW.L aT f'DtC[ NICI!MD ~ OF snt.
2.IilSTAUSttlNECCIrI$T'IIIUCTlEHI'JItNIX.
.
116th Street
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PlO$IONOllNIIKlLIlNI'I:f:l'1OIE~
MIERICAN GIllEN MODU. , $Ct. Oft
- .....
""'''''''''''''''
-NOTE-
PlM INDICATES, EROSION CONTROl MEASURES REQUIRED EIEFOA:E
STRIPPING NCO PAD BUlWNG HAS TAKEN PlACE. CXlClRI:ll*TE Wf1H
CONS[IWAllON DISTRICT REPRES[NTATM: f"ClR Nfr aTHER YEASUUS
DUE TO $IT[ CONJmONS.
'\,
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MAINTENANCE
ALL IiIfASURfS STAlED ON 'ntlS EROSION MIl SEDIIIOfJ COHTRCI. PlAN. MO .. THE STORM
WATER POWmON ~ PlAN, SKAL.L IE aMIffMIED iii FULLY FlN:1'IOMI"- CONDRlON
UNTl. NO LONGOt ~ nlR A COtIIPI.DED PW.S[ Of" WORk OR nw.. ST.IIILUAtlON or
1M[ srrt. M.l PIOSION AHD $EDlMENTATION CONTROl IIlEASURES 9W.L BE CMECkm 8'f' A
Cl4.W.IFlED PERSON AT L.u.ST ONCE: EVERY Sl"4N tAI.EIrIlHt twl'S AND 'IRMII 2<' HOURS OF THE
END OF A oS RMlF"ALL. EVENT. AND CLDHED AND REPAIRU) iii ofICCOlIJMCE WlIN TME
..........
,. ICL[l" PRO'TtCfION DEw:ES MCD ItNlRIEJS StWJ. BE IlEPAIIiED OR REPUCED IF 1HE.Y SHOW
$CMS Of" UNDERMlMIfG. OR IlE1'EJlIOAATICIN.
2. AU. SEEDED M'EJS 5IW1. BE CHEacm REC:UI.Nll.T 10 sa: THlT A COOl) STAND IS
tMlftAI€D. Nf.EAS StrJUU) BE FtRIIJZE1l. _TERED. MCO A[SEEIl[[) AS NEEDED.
3. SLT FENC[S StW.I. lIE REJWRED TO Tt4DR ClRICItW. COMOIIIONS IF 1WMG[l). SEDIMENT'
StW.L IE IlDIOW'[[) fII'CIM THE SLT FENCES WHEN IT REN::HES CIE-HMF TME HEJGHT OF TtC[
SIlTfENC[.
4.1ME CONSIRUC'I'IClH IENIIW<<% 5*U..1E MAINTAINED INACClNIIIlllN WH01 WlLLPRE'YENT
'IItACkaG OR f\.CIIlf OF MUD ONTO PUBLIC 1tIGHIS-Of"-wA'I'5. tHIS 1M."/' JlEClIRE: P080QlC lOP
~ or THE CONSI1LICtlON E:NTIIANCE AS COfrIlfT1ONS DDWI).
~. THE 1DI'ORtR'r' ~ AND $IORAGE ARE"A stWJ. BE I([pT iii OOOD COMlIQClH (SUIfABLE
FOR Pi\RllIrtG NCI sroRMJE). 1115 IMY Aa:IUIAE POllOOlC TOP t:IRESSIrtC Of' 1ME 1tMPOlWn'
PARICJr<<O AS CCJrCDmONS DDWCl.
6. oun.ETsntUCTl.IRlSlN1MESEDlMENTATlON 1MSlNSStW.L8[WlINT.tlN[DIiI0P0IA1'IlJIrW..
00NDm0NS AT ALL 1IIllES. SEI*ENf stW.L IE REMCMD tAClU SEDltiIENT BASIIS OR T1W'S
WHOt THE: DESIGN CAPACm" HAS BaN RfDUCED Br 50lL
..
5. COHSTJlUCT CCNCRErE WISHOUJ IIIUo.
II. fIDItM: DISTN; 0Jt-$ITE FtNCL
7. COGTIIUCT THE stOIM[NfA11ClN ..... IMSTN..L ~1ID JllSEJl: lLE.
PFES.RlPRN'PIlDATIlISOWtGE:POafT/lJ1MECIlEDINClOlOSlON
""""""..........
a. ClOIISlIlUtT -..r:s 10 SEIllWDfrAT1ClH .... NCl ROCk CHD:k IlMIS IN
.....
I. a.EM...., GItU8 THE snt.
10. SlMf CCIIGIItUCtlON OF IUI.IlING PIlD.
11. 8tClN GlWlIC 1M[ snt.
.-RUDt1OsnE~PlMFllRALL~1lEIrlICUnoM
AND/OR IIlO.OCA1lOMS. 1MESE ITDIS 10 IE CCMPl.EIID AS NEEDED TO
PIIOPERLYOJNSTRlJI:TPIIOB:T.
~
"IT'S THE LAW"
ClUZ_oas..-,.,.
/-8DIJ-.182-5544
""'''''-
........IrllItla'lCI-1-J&.
Ifs.-..srlH[1M1I)~
-.nlCUfMalftlG1H[UllClUIIlaDlKl
~.J::Uco::A':c
HOLE'f IIOLC'Y S4)'S'
"DIG SAFELY"
:._-~- . ;Y
--
-.eg
.
-
AREA MAP
N.T.S.
-
I
STORM WATER ~
POLLUTION PREVENTION I
PLAN PHASE 1 6"100
... -------
a._______
~-.='-._--_._..-
a.::,-.-~_.---.--
.------
~VIllll'4IIIlU
===.F.:F.A:"S:5ir-==:'-
.. ---....-
. --------
SCAlE: ,.. - so'
~
o 2~ 50
.
100
RIlDIMRNTAAm:.,:",""'-ntm~
1IlII-o&lII
I . I ' I . I . I . I ' I
I~ ~2' 7~~ ~:~[1 ~\~F~_ .1~ -~~::~~~;~""'/:'~'::::~;~:-~;'
i 1f- ~~~,...-:........ ''/r~ i c.. "- II l~' /;rr-~. :;:~.~ - ~~'~":"""-1"'1'/ ~'~0~:-:-:"" \
T: ' ......... .... l ~ Jt! , :. ''', :C:J:-:~."", .7...~~. . ..... 'm.. \ ,
.. J . . .. ", L ~ ~ '- d . 1'1'. . . . . ~ . ~ m ' -
--. ~ :;.:::::::.:.<;~:. ifi ~_~ ~ / bm r- ~ /~, U ~~~ ,.',%T. '':_~ ..
~'~'i'~ :%0 :m\\\p~ ~~ ~! 0 _~ IV ~: Ii; /)~~ ,; ~ .... . <:
i ~ r:):::::~:::r:" ~I.JI_ ,\ ~--" L-a,::: - "~/ _~. r-1',LV -~- /~. ~ :~. :::.
I .-;-';L.~:r.'.' 11 \ . ~ I / ,~-Ifl- l~/ri-, .~. \1Jr' ~.
'\ : I .. ~~. ~ : :: .:\ ,\ u C~rp. OR I ~ 1.1 _. I r'\ /', 1-. '.
: . . . . ~. .\. . 1 Il- /~ - "..., <.,. ~j
'-- t.-i~~~:::'N:j~:~' ., Ii ; ~~~~ ~. I;,~ n.:,,; -~ . IJ r. ~ di::.
. .'--.::rr~ ..~.'. It ~~ (NOT_~GllOSSSllJAREFOOTAGE) 1,l142 _tE ~ i \ II ~ / "\'
'\ ~'r.r;"~~, \' ~ (NOT~~:U" ,t I ~ I 11'l\
I . :::-:':'.:.:'i:.:: i: { m__ r l'f i 1 :~,/A( 1l Dr--2 ft- .~. L\
'I ~: ;J~~j~::: :}f1 L!; "Hc:::' · +' '~ !W-. . i'~ ~l~ ~
,,,,_,,,,..,.,, ,1\' : ':~::~~~~: ::;h ,\~ ( f, nm. _' b :'llli :M.\~
,,.,",~..,=, l!ll:(;l':'::::L ~;~ ')\ _'" \ t~: -- _ .~.:. :'" _~<I 'l':.:.~~ <.\.." ~\
ill/ill J~.' ~e}-~~.:~ ~ \ \ ~ i tJ ;'. + ~ 1.2. ~I \ ',~ -: .('~~..... :'.:' I~
::~.:- I F ~ : :~ ~.' ~ L/~~. ~r. . . .~~ . . ~g' ~ ~-A-/+- ~ "(-it<.\~.( 181 v.. / m / r. u __ ~r:.:. ~\\
:"~~ . . ..: .~.: ~ . .>> HTI' ''--0'.'i:.t. ....:..:.::.:.::~ '. .. ~ '. .'-: .-:.... · ~
, Ij Iii ~ . :-.r:.-... <. ----. . . . . . " . . .'''/. . . J ~ ~
/~III ~ g~~~L ~~~ITSOf~ -Wr~ r"_. .,.: ..;,.~. ~~ ..,~ <_' ~ -~ :..:..:~. . . . . '':' .,. 0ISl\J' 'R~'~~; .T......;.~. ,\
, II ! II \ ........ !/ I OI.I>=.:=....~~ ",10~;, \'.. TO:'Tl'S:Jl!' Hllw" k I!L Int. ---- '--- _ _______ UI"V'I...:E (~
'V(l!>'!Y E"lerpriM$, L.LC.. f j :1" . :. \ r:w Se~etl. 1m: DRAINAGE AREA j _~::::t:'....... . !J! \ ~~ F"co L.'mi'.:~, u...C 1/2 ::'I~. ___
(~{lrl!>'!:r~I'M'~. 96n.9Cli, II I II \ FOO StoNir.:'!$. Inc., llOVu__r; ........!~j k_ (l'.;;lJl. Farce: 10191B838QO) Pec:'SOf; Re~'ly LLC, lim:l.i!lu U.a~il~ij- Cl~pollY uwrrs Of
.'0' Po,,,' .00'.,6828-00) i i. I iI I (D" "2. pg, 638-041) (D... 2'2. PO' .3'>-64" j ~...- ...,.-- ii ~.":t.:'" (,,,,,,"'",.., .055472) DRAINAGE NlEA
LOT #1 \ J 11 f fJ j (Tax ~~(l>"(;~1 60191700~) (To>: Pa~,.l!1 fC!191700n: ti In''__'~ (To. PClreel #17-13-0600-oo-0J1.oo0)
\ i Ii I II I LOT #' 0 J LOT #6 ~ !
'" Q) I II i / I 'LOT #7 I
. :> j Ii ( ~nd~ode IndL.str o~ Pork I J..ndrade Incfustrlai Pork, Section ii I
{'-f j jJ. (Plat Book 6. pg, 33) iPlot Sook 6, PC!. 5-(.) ...- ;1:- ,
<:)
<:)
I
<:) 8
~ Ii'.
~ ~~
I ~!!-
I i!S-a
~8l8
a;;; ~ GIla .
;:Il~ti-!
Ujll:~~~
~!iIl ~t.;
"'I=~
I~~~~ -
:a:~~~
STORM WATER ~ ~~~~
POLLUTION PREVENTION II~~~= .
PLAN PHASE 2 6-'110
\1".-
j\ I
~T ~\
~ l
~~~
.~I
\ I
I
-
lIMITS o~/
DlSTURIlANC/,
lMTS o~/ i
ORAlNAGE NlEA
-
";.5. or.d Yh:ki L $>t=der
{Dtl.'1'd R.-teOrd 2.39. P911. 692 &: 693)
(Tox Porcel ;019!l925(01)
Eogle Town$l;ip Bu-,ines-' PorSl.
(;:>jot Book 8, ruge 12:. lor.. 4-4-29)
LOT #1
-
GENERAL EROSION NOTES
A. THE sra.t WAD PCILL.ImllIII NIOOfIDil fIUH tS CIOIIIPAlSED OF" na ~ ("SITE
...,..,. THE: STNDIlRl Dl1M.S, tHE PUN IWlRIJ'M. A1TACHIIEN1S..::u.mm..
5I"lCI'Q11OICS SECIIIt QZ.S7O rswPPI"'). fIWS 1M[ PEMIIT MIl M.L Sl.Il5EOlOT
IlEPOIrISMO REUC1EDDOClIIlEtfIS..
a. AU.COtfTMCIOIlSMIl~ IMl.WDtmlS1OIWWRDtPOU..UnON
~ 5tWJ..C8tMN AOOI"t OF1HE S'RllW WATER POU.Ln1CllII'llEVOIh:lN""" AND
THE STAl[ OF" NlIIIlNA M/OIClIW. POU.U1>>Il" tlISCHMG[ ElMNl1QrI $'rSTEM GEIEJIML
fIUtMI(lCPDESPOWII')M08ECOM(:fJMI.N$lITHllCItCONltNT$.
C. ClONIRICIOR StW.L.1IIPLDIPCf lEST IWMCDIDfJ PlIIIICIICESII$ ~ (l'r1M[
SWPPP. AIlDfrllIrW. BEST IIWMODIENT PUCnCD StWJ. I[ IIF\DIOfIED 11$ DlCW[l) ..,
CXlNOlI1ONSIilImMlllfTDMLcosrOF"OINERlNUJllHllUI"M.LPWlSESOf"
.~
D. lEST IIMWolO<<Nf M1iIC'I1CES .,.,} MIl cotmKlU 5tWJ. CXIMFORM TO FEJlEJW..
STA1t.ORUlCAL~_"""'-MlOFPRIlICnCE.II$N'f'I.J:MUCONntilCIOR
SHAU.IIPtDEIf1"AIIIIIDIlll.CONfMllSIISOIREt1lD(l'rPDUTtWfG/llJDll:'fCIICllaER.
L SII'E IMP lIJST a.EMLY IlD.IUATE AU. stATtw.ti1'ERS. JlEJUtSFOftIlfY CXIGI'lIUCTII:I
ACTMI'Y IMf'ICIlMG STA1( WUERS _ REGl.lA7ED WEI\MOS wsr . IIlilIIffMitED DM-SnE:
...........
F. cxamtIICfOIt SIW.L.....zE Cl..ENlNClO1ME MUIWM 00Ufl'1I"II1iICTICM. (liAS
IIIW.IllEIllf1HEllUCOIiIt.lIUUI'.
G.ClEMERAL.COIfTRIIlCroRSlW.LDU<<l'I[CltPUlNlHE'IDIPaWft'IWlIlIiIGMIlSfOlWll[
lID WNICH SHtU AI.SD IE USED AS TIE EDIJIlUDff ~ AND ClEANIC MfA,
_ ~ ~ M[A, MIl MfJ" FOR lOCtJItG POlnAIl[ Fane. cma: 'hIMDIS.
H. M.L ... w.mt (CCIrC:IlEI[ 1llUQl$, \UIQ.[ ctPNIC. EJ:IWIIlDIf CWiMIG, l'lC.)
SHAU. I[ OEWNED MIl ND'Oa.y 1llD.TED OR IlISfI05ED.
I. SLFn:.'SENf OL. MIl GROSE -.G MA1DlWS MIl I'\DIA1DI IIOOIIS stW.L I[
t ~~ORllOIILT~lOCONTMIMCDClE/IfU'FUEl.OJt~
l ~~~=~~~~:..m..
* k.1MB5N.1'IINH.GMl8IlGl..unP.ORcmoSUCtl~SHIlU..1JPIOSI1tD
i tml SULED CON'bINEltS. MATEJUU SHIlU. II[ JIREVEMl'ED F1lOM I.UMtG 1HE JItlOGB
~ 'THROUGH lHE.cnDN Of"-.cl_SlllIlIlI1MTER DISCIWIGE IIf1VCIWIWilEontMESOR
.. 'INDtS OF THE SfAlE.
!! LAlLSJDIDil.mtPCWll'lCllfflRE.'4OmCNMfASUlIIESNrSDnEDONTHESES1OJlM
! ~~~H:"='=~':''''M\S~RllIil
I =,':==':~~~~sa::lAJtR
f N.~POR'lIOItSOFTtl:SREMDE~otCIMn'JMSPEIbWIDftly
SlOA'ED SHAU. I[ PEMWEJfI1.'f SII1lO). THESt M(AS stW.L IE SEDlUl lCI lAJIR 1MMl
14 CIllYSAF1ER1ME .....COIiI5tIlLIChllIClMtY cx:c::uaac: "1MESEMfA$..1lERR 10
t ~ ALL~ ~_~"':..IMCIG Of" TOPSOI.. SUIl, IIU.OI MD
II - :.',:,:n~ ~n:.=:..=:o ~ CXIM5rR\lC1lON omwas IS
NOT SUFRClDfI"lD 1lEIlla<<1ME.......:wn-OF DllIT (Wt MUD,1HEN 1HE lItES wsr IE
-.sHED IERlItE TME \IOIKUS ENTER A fI\l8lJC 110M). " __ IS ustD. fIlI:MSICIrCS
I MUSt · WIDE TO INrERCEPl" 1HE WISH ~ MD ,... 1ME SUIMEMf IOORE If IS
CMllED OFf" 1HE SIlL
Q. AU. lrMmWlS SPIU.!D. DRClJIPB), ...:II. OR 1MCICED FIlOU \'OEtD ONTO
ROMlW.Y$ OR lNrO STOltlil DRMIS IIIJ5I" . IIIIIDICNED MIEDWEl.'r.
I R.CXIfT1IMCTDRS_~WlJ.IE~FORIDIlCMNC:SOIWENT"
lHE DE1EWhCN POtID MD I<<f IUIMENl' nw IMY HIlI/E c:a.L.ECfED .. TIE SRlRtIl SDlOI
I. lRliNlG[SY5IbIS..CClU..ICft:IN'MnIlMESTMIJZA1IllNOf'F-$I1[.
S. 0N-SITt. OfF-IRE SOIlS1UOlPUMD ~1#ItOlS stWJ.1!E PIlOIEt1ED,....
Ii 0 =MD:O:=:~:~::::'=:1HE-::::cncrs.
T. SloPES SIW.L IE lDT IN A ROUGHENED COtCllTIl:* tMIIIG tHE GIWlING PHilISE 10
I I ~ :-= :::moow: ~ THE DML.OPMDfI' OF" M PRO.U:T. M:
li:1 ~s::.(I[~TD~~DCSIONCOJmlO.IOSUtB
~e~li ~~~~~~::.:.=~':
i;,:~' """"''''-_......~
Bei~ .. saD SUIGE ... IF .. PUCE FOR MORE THllN 14 MYS.
~
r-:-l PENmWCI" S[[IlN; (MJ. asTUIlBED MEG.
L.:.....:J UtI.DS MCJI[I) cmDWISQ
.-
II~ PHASE 2 ACREAGE SUMMARY TABLE
SEEDED AREA- 6.51:t: ~
ON-snt OIS'fURBED AREA- 22.4Jt: ACRES
OFf-SITE DISIl.IREIED AREA- O.M:I: ACRES
GENERAL PLAN NOTES:
0..... -.. - ca.- -.n M:lIB:IQIllllClCl ....
@1'UQ:1.....SllPtlSQ)MJlCSllDIU.....-rtS,.
~...lO....,.___PIlIliKIL
-SF- SLTFDU
-X-CCJm1lUC1lONFDa:
-O-lMtSOFOI5I\II8IIfC(UN[
n IIOCIC HOlISOHOE CHlDC DIM
~E OF CONSTRUCTION
1. 1QIIPOlWlllY SEEII DDIUJED ARD5.
3. CONSnNCT SlORM WATER IlINWiDIENT AREAS AND IGtALL
ME:CtWClCN. wmt ClI.WJIY 8IIIP 0UIl[I' MYaS.
3. INSJN.L UIlLm($, l.MlERDINCS. SfORU SEWEJlS, OJRBS MIl CUT1tR5.
I<<:lUOE RE1DCA1ED PCIl110H or SNaTM't SlWER UNE /IS 0D'tC1ED ON
I'lNG.
4. 1iCSl'AU..1lIP-W' AROl.ICD 0lJIl['T STRlJCTURES.
,. tm"ALL IrUT PROTECnON AROUND AU. sn:JRM SEWER STRUCTURES.
I. fIAEPME SrTE FOR ....... WIIH M EXCP"l'I:lN or THE: DISCClUNl'
TIRE......
7. tm'AU. IlETMMC WAU..
e. PREPME DlSCOI.If1'" ,. twWE FOR ......
.. FltN( SIlL
10. INSTALL INI.D f'ItOEIION DtW:O.
11. CCIYPlPt GRM)lNC MD INSfAI.L PUItIWCDfI" sttlIIC MD PlNfIWiG.
12. ADDIE ALL 1DlPCRAIn' EJIOSlON AND SD:8iIDfT CXWJRQl DlVICES
(OtCLY lit SITE IS STABll.IZED).
___UlITSOFOltilMlIGEMIlfA
@
~
C
181
""" o<D< _
EJlCSIOIII CONTlIIOL aNIC[1' 101[ IClR'IM
MIERICNt CltEEN llIODEl' SC150 OR
-......
.... Pl101tCl1QO
I
I
Ism ~A1ION aJNIROl ClfUAlllN lII[ SOlDUI.f
. GBERN. CXIrfJJW:I'DR TO auun: WI.[ tIlTH no SPEtF1C PRO.IECT saew:
r
MAINTENANCE
ALL MEASUIlES STA1Dl ON 1NS DIO$OIlAJl;) SUlNDffCClMf1l)LPUlN, MD" lME $fOIIIM WA1Ul
POl..LUhDN ~ PlAI. SHM.L IE IMM'AMDIN FUU.Y fl..IIICtll>>W. CONDITICllil utnIL. NO
I.OtIlUIlttQWlU)RlltAOlMII'L.[TD) ptN[ OF"'" OR RrW.. SfAIlI.IlAflON OF THE !ifTL M.L
ERlBON NCD ~ eotmIOL II(MUflES StW.L . atEDCED sr A QUNJFIED fIOtSON Iif
lfAST ClICI: [VOt't' SDDI CMDUlIlR IlIlrl'S AND wmIN 24 NlUtS OF Tt€ oco Of" A 0.5- IWNFMJ..
EWNI'. AJI;) ctDtCDl MID fEFWJlEI) INN;:CCRWC::E MTH THE FOlJ..OIIING:
t. WID PIlaI[t'rlllN 0lw:ES MD IMRERS SIW.L. IE REJWIlE!) OR IlEPUCED IF" MY SMell' sae
tJIf~,_tlODllCRUIlM.
2.. ALLSEDlEDI/IlUa SlMLLIE CHECllEDREllU.MLY'ltl1EE lHlTA ClQQD SWCD tS IIWMfIrIrC.
MPSSHllUU)lEftRIlUZED.w.1EllUI.MDItESEDlEDNr. lrEEDED..
3. 511..T FEMCES 5tW.L1E ItEPMttDlO lMEIt---. CClJClfTIONS IF" DMMGDl.1EIJlilENT StW.L IE
ItDICMI) ..... lHE aT FDCES WHOI II" flEACHlS ONE-+WF Tt€ HD;Kf OF 1ME SILT FDfCE.
4. TME CONS1RUC'IIllN DfIRMCE StW.L IE lIWtfTMrO IN A COtDIlON WHICH WI.L ~
1RiIlCKIC OR FU:II' OF WD CIaO "'*-JC 1lOfTS-Ol'-tM.YS.1HIS!MY ItEQUIRE PERlOOIC lOP
DR6SICG Of" 1M[ CClNS11lUC1ION EJmWIC( AS COfIlfTJOM5 OEIINCO.
5,.lHE TOFCMR'f NiIlllICNCI!mlRItGE MfJ"SHIII.l.I[ IlEPf IN GOOD c::ota:mlJ4 (st.rrABl.E FOIl:
fWtkIC NCl $RllW:EJ. nas IMY RmURE: fIIJlID:: 10P IlRESSINC Of" THE 1DIPaWIY fWlIClItG lIS
.........,..-.
e.OIJn.[I"SIRUCI\IlES"1MEstDIMENfATICIt4lMSDCSStW.LIEWIlNTAlNED"ClPERAnCIIW.
tcltOrlIG AT M1. 1lIES. SEIIMENl' StW.L. BE RElrlICMD FIDl SEllltIENf I!IIISINS OR TRAPS MCEN
lt€ IlDOl CNW:JrY ItI\S BEEN ItEDUClD Br sos.
DEVEu,>fP.l/,DWNER:
WAL-WART STORI1INC.
2001 SE 10TH S I.m
BENTONVIUE. AR 72712
479-273-4000
SII[ ClI'OA1lII/COEIAC_
\
SUPOl/lfIDIOIII:
SL\IJlJlAlDl
I
SCALE: 1" - SO'
1"""""1
025"
I
I
I
I
I
I
I
I
--II I
~ I~!
fill'
~ ~ j~
\ ----------- ~ 'I d-
\ \ ~ ill Ii .
~\\~v~ !,i~~
t ~
\ ~~~D[ NlEA ii ~ii+li~I~1
Y(3 ---
ItJl 1IIl_-
I
\
\
J
~\\ 0
~\ '
\'
-
L
\
f-
WlIIHM81
-~
\
\
HOLC'f IIOLEY ~)'S'
"DIG SAFELY"
J
it-
"IT'S THE LAW"
OlIJ.Z;~~lICIU_
... ... -
... -. Stan 1M a-l_a
~-=-=~~
~..:a~w:c
AREA MAP
,
100
I
,1.'3. and Vidd t.. Sn/dt!/'
(o-d fOe.:;!;""; 2.39. pq$. 692 &. 693)
(Tdlli P.1rce: ;0190925001)
,
"
,
: I
I f
! ! !
! i ;
1,,:1 /
1--, :.,1
-t-_ '\
Ii, - --i' \ ii
I !il II I Ii
! _ LL...JL --1' I :::1
. -;lTrrn! I
-!-JIIiIU
I I
~lillilil :::1
/ll._LI_U-LI...J
I I~ ":"':u~ II
l[i1- ----::i
':
II I
:1 I
t_~~_
---------------i--~:---________...........--
r
,
i
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/'--___ ! I
/' \ -----;-j
PLAN NOTES:
<D STeP SDI. SEE oa.w.. StUT.
@PEDESnIIN CMlSSlNIO SIGN ......2 AND ......2p Tl'PICIL AT fIlDESnuN
CROSSlMUCS AS IIorED C* PlMS.
,16th Street
. -III
~ I~
~ ~~m ~
~ g I~
~ .
~~I
o :!~
~ II !~
~ III ~I
~ Ii.
~ I ~
~
o
o
I
o &..~
1 ~~
I ~!:
I ~o~
~2:g
'!I~ ~
!e~~
.~!OQ~t-O
8~~~
Jie~
~ .fI:l;:s
~~~~
~~I~
aaQ~~
~~~=
IlllI-CN8l
E<1gle To-wn$hip !1\lfjirlnl'. J:'Qrl<
("Plot ~oI<: e, PClge 12, :n5l. 4,(2'ij
LOT #1
f.nd ..,~H ~""t I'
_!the<'!\<:. (:1Jr1'>~~lllw
''''_'o'''''~) I j Ii
Iii I
I iI II
Ii iI
i Ii Ii
ill
: iI II
,II iI
i Ii II
Iii II
I Ii il
I II II
--:?tiI-. Ii
/'llliI
I ,I I Ii
V(;(:;r5t~~;rjs;~1 i97if) . 'JI! f 1 f fBC !:"~rv;-:e$, ;r,-:
(Ttlx Parc.el OO,~-l8'!3:re-OO) J 11 1 II {DR. 242, P9f:. 638-f;41)
LOT #1 'f. ! (! / (T(I~ Percel ;01917001)
\ j! i II i
\ I,' I II, /. LOT #10
'. 0'..1'
1 ~ j I, (""" Andrade Indust.rial Perk
i _...- I II' ,. (Plat Book 6. po. 33)
'.1 I' -
IHI.i,
181111
I ii, Ii I
IMPROVEMENT LEGEND
LOT #6
If.......
r
!l
~1--
/---JI -
I ':1
LOT #7
TumisUt! Hilbert, Tr. ,/2 Int.
Fllce limited, 1lC 1/2 1I''ll.
(Tax p.....,>"Cej HOl:;lS-53800)
FBO $eryic~5, ;~.
(D.R 242, J:.gs. 63C'<-6t 1!
(T'lll Parcel #01917001)
Peor:;cn R-eolty LtC. limited liobiiU'l' Compo">,
(lnt;~rW'f"..enj 9555412)
(Tax Pnrcel f17-13-0600-00-031.000)
.".rH:ko..'!e .r,eur.tr;QI Pork, ~C".tim 1I
{Plot 8o....,k 6. p.g_ !504}
{To,>; Porc~1 101\)1883500)
PROPOSED CONDITIONS LEGEND
0. fI'IOljIlE (2) 4~ WID[ S1WES SIW:[I) 10" CIl CDft[R In' 130' LDfG
'eo' corrtRED C* DClQl; DOOa.
-w- WATER lIE
-- FliER OPTICS UME
-1I-ElECTIRCLINE
_T - TREPHONE LIE
-GASlItE
& THRUST BlOOC
-1;- SECt.RITY CAMIllA
~SANlTARYSE.WER
h ~ xx- PFE 0 J S1lRl SEWER
+ _ , SIIE UGH11NG
CE: CART CORI!o\lS
IlIREC11OIW. AMfJI/
"1ii'" S1llP BAR ..., 'S1llP'
1IIll "YIElD'
6. ACaSSlIllE P_ """'"
II PROPOSED mffi~.': PROPOSED RO.W.
HEAVYDUIY ,. ASPHALTTOMEET
ASPHALT ., .; CITY REQUIREMENTS
W.' 00 PROPOSED m PROPOSED R.O.w.
'_. oai HEAVY DUfY ASPHALT TO
... CONCRETE MEET INOOT
REQUIREMENTS
f')\J ASSOCIATE
~ PARKING
~ CROSS ACCESS
~EASEMENT
r
l
t
f
f
I
I
I
11
I ~
II
Ijlil
il8
PROPOSED PARKING DATA
WAL-MART SUPERCENrER
STANDARD SPACES
H.C. ACCESSffiLE SPACES (BOONE COUNTY)
H.C. ACCESSffiLE SPACES (HAMILTON COUNTY)
BOONE COUNTY
HAMILTON COUNTY
TOTAL PARKING
RATIO
REQUIRED RATIO
176,459 S.F.
639 SPACES
16 SPACES
o SPACES
275 SPACES
380 SPACES
655 SPACES
3.71 SPACES /1,000 BLDG. S.F.
3.5 SPACES! 1,000 BLOO S.F.
SITE GENERAL NOTES:
1. AU. .. NC) 1M1lRW.S SHAU.. CCM'Ly WII1l AU.
CIIY/ClUffY IlGI.AA11CIICS NC) cca:s IlND o.s.M.A. Sl"NCDtIRDS.
2. c:cJJrmUCnlR StW1.111EFUt 10 THE MlHIU:1\IIW. PlMS ftWt
DAm lOCATIONS NIl DMEJISlONS Of VE5t&US, Sl.OP[ MWC.
liIllOINJCS.DITPORC:tCS,DOCICS,snE~Pl:EDSEILUlItlO
DDEJt5IONSMODIACT.......UIllnYOfIItMC[LOCAtJ:lN5,.
1AU.DIS'l\IIIO)MfJlSlf/lE.lOMaMFtlLRKlGOF
'nJlIi'SCIL, saD, IIllA.C:H AND WIUDt lNJJ.. I< ~ SWCD OF
ClUlS$ IS ESWI.lSHED.
... AU.I'l8U>WJEJtlMl5I.ANDS Mf.101E srNPmAS $tCMN.
~CMTCXlltIW.l.DCATDtlOIECOCRlIIMTEDWlTMTME
WAL.......,- COJCSrRLICIION ...... SEE orTM.. SlUT.
IQ\ 10'd.' ST1tlPED MU. PlliINIED sacu: 'lU.OW ua: ." WIlE AT e 0 2'-0"
'eYo.c."'''ClWIEl.OCA1IOtl CODRDlMII"EWlIIl~DIUIlINGS.
@-rRUal 001WCt"" SDl SEE oa.w.. SHEEr.
0'\to11lUClCS"SDl.SEEDEfAILSHm.
@ == ~ CXXlIlDMA1E wmt MCtIIECnJIW. PUHS ANI) WL-liMf
@'\to PMICNG - fill[ &.NCr SIGN. sa DnA. SHErr.
(!) ADA ..... SEE IIEtM. 1HEf.
@lIOClOIT sntP.
@YlEUlSlQM, SEE cma.. SHttI".
€>=:"OF'~"'~";- ~ :;::-41~ ~ 1'IMUl1O
fIEltPODC&UR C* IlJIH DCDS IN.ESS NOTID 0l'MER'MSE.
@: ::: .;,;: ::JD: ~ :w. ~ It 1MDt MrAS. " IS 10
@." ~ NC) QITIDl. SEE DETM. 1HEf.
@:::=4-~~~~~SEE
DaM. SHUT.
@:::n~~wtftE~=~::~
...............
@ .DlT IlmIEEN c:uam: AND Il1\M<<IUS .....:.
@~~~:~~~4~~
....,..
@ MSlE IC(IaTDR SD4. SEE: DErM. SHEEr.
@"JIOUCEPlUlkllG-"'" SEEOErM.SMU'r.
@CiIUS[ICftJlCEPrtIt.~WlTMAIIll::Hlr[t'l'EWiIIICS.
..... ---.lOTME-"'-
BUl.IIlNG, OR NM" UIUSS 0ttelIIISE MmEIl.
7. ~ IS lIIbPONSII.[ FOR 0BrMIMG ~....
1M[ PCMOt MD 1ElDtI:lM[ CCIWPIIICS Fat 1HE l.OCA1DIl NCl
I4JQHT Of" 1ME l"rlCIN SCN IEfOI[ CDtOJT MIl ...-.c;: IS
..........
8. DlI$TICISTIlUeTUll[$wmIlIc:c:NSrRIJCIIlIlMISARETOIE
MWraXlNEO. IlIDOIEI) OR IlOllCA1Ul liS tEl:ESSMh'. AU. COST
StW.l.1E1JCUIIED1t1MSE8ID.
I. CONl'fUCIOR SWJ.. BE RDPONSIIL RlR AU RWlO\T1ClNS.
lNCU.JllIrCIIII"NmLMltDlO,AUurunES,!mlAlIl1llWMlllE.
SIQCS, 1RItmC SIGNALS 6: PCUS, m. AS 1lIEIlUllm. AU. WOIlIl
stWJ.. IE" ACCOItIlINCE WITH CCMRNlJIC NJIHOIIIlES
SPttlFICA1IOMSNC)SHilU.IE~In'SUCK. ALLcost
!iHW.1E1JCUIIED..1MSE_
10, sm:: 8llI.NlMI', ttPOClIWltIT. unurr .... IlCWl IIFlRMl1ClN
TAIel....I<SLlWEYIn'WDHEOGICEDtS.WC,
(JI7)-fMf-ta11.
11. lMAl UIJCl MEA IS 22-43* .QES.
12. THE SIT[ WOIlk FtlR lMIS PlIIO.ET stWJ.. MEEI" OR or::ao
-rME M.~ Sl"NCWtD SI1E WOIk SPECIf1CAllClNS.
13. MCN.lMEJfT SIGN 5*LL IE CClNSTRIJClED In' 0l'tER$.
14. ItEFER 10 NICKIECJUIUlL. PI..MS FtlR sm: UClHflNG EI..ErtItIQlL
PIM
~~
~
HOLD' IJOLC'f ~r.s
"DIG SAFELY"
I
it-
"IT'S THE LAW"
ClUZ.-aos........,.
1___J82-554I
... ...
@51Rm__
@=':-=-::"'PlMS~~ or WOMlINSll[
@~~::==;-..=o~~
FUISH WITH THE 'RJ' OF S1ta'. CClCIIlIIlQE AU. 000Ir 6: STOOP LOCATIONS
.... ..........-. -
@"'Pl'EIIOWIlOT'lPICAl-SEECEfM.SHEEr.
@ CCICREJ[ PMl FOR 1INH CCM'llCIOR WITM SCR[EN WMJ..
@~~~CXlNJRACRIRTO~WII1lUlCAl.
i
1
AREA MAP
KT.$.
\ SITE PLAN
SCALE, ''" - so'
~ ,
0 25 :lO 100
111. Mr F1ElD 1US DCllJl.IfttRED Ot-.o DCMlt.1lON SHN.l IE
ADwREll MCl POSnWE DMIIWX PAESUMD.
10. LOlT POlE MSE CDfTlR 10 IE lCIC:ATED Y IlE'fON) BlICk OF
CUOl8.
@)=- NIJ.[T /ftML SRlIW3E Mv.. COllRIlIMlE WIlH MCNIEC1UlIlAl..
@OOOC.tlCCESSClllES.CXlQIIDIIM1[WllHAIICHlflCTUllliIllWtlG5.
@-""""-.
@~~~~WlTHTClPOFSUlUUL
€yCClNCRETESIlOMI..k. SEE 0ErM. SHEEr.
r
I
I
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i
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C-176-SGR-OR
SHIFTED DOCK
c:ontR ENTRY, GARDfN RIGHT, GRCllSS $.',
(EXaJDNG eARDEN CENTER) - 178,49
GROCtR'l' FRONT CN<<PY s.r.
(NOT Ita.uDEO IN GROSS StJJARE FOOTAGE) - 1,842
ClW FRONT CANOPY 5.f.
(NOT INQ.IJD[I) .. GROSS SQUARE FOOTAGE) - 1.250
Ff[ -801.!lO
:,
/1
:/
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...... 1a.IMII: . UIIlS _ one -.: N1D ~
SITE GENERAL NOTES:
1........,_.....~ftU'Pltu'I'tt.~PlANSFORllCACI'l..OCATIOIG".,
~ at WS1lBlUS, SlJlPE MVNO. $lllBfMJlS, DCIT I'CIIOG, IlOCk 00CIlS. snt
~ flIlEaS[ IK.II..lIaG DItiIENSIllMS MD EXICI' -.aMG tmlJfY 0fTlWtCE lDC:ATlCIG.
~ ""IW. - - ME TO M -...- aamc. ClR ,....,.. UN.1SS
~.lIEFtRroMCHllCTl.lW..I'UlNSRIIIsrrtI.DfTllGD!C1JIICALPlM.
4.LIlHTPOI.[MSECDftERTOIEI.OCA1ID3"IlE.'YONDcue.
5.SEa.IlII"/'C'.MIlEMSTOIELOCATEDCIN~LOI'ur:tnlNGPPLOSS~
DISCLAMHR. NOTE'
ALL ItEFtRENClS ON 'MS 9E!r TO SIt[ lJllHl'Irt; TrPD AM)
$Il[DflCA,lJCIIIS ME FOR IUDDCE ClCLY MIl All[ NOT A
NIrt OF nE.1'UIN c:PI1n:AT1t14 1n"1flOH[ bIllIrIUll$. mr
SPU:If1C lXTM.S IlBWlIIlMC sm: lJl;MfIC "-EASE IlEFDllU
sm: l.DfT1IC \QDOR PUf6 _ SPU:lFltAnDNS.
GREENBRIAR
FLAT LENS
--------------------------------------------------------L_____~__________________
INDUSTRIES'"
--- .... ---
-.-.... ---
UGHlING PROPOSAl FOR
WAL-MART #4400
ZIONSVlLlE,IN.
HOI.CY IJOLCY Sotl"S
'DIG SAFl:LY"
~
"IT'S THE LAW"
CIU. Z __.."......IQI_
1-8fJO-.1lJ2-5$U
I'D: -==~a-1-a.
~-.:.::=~
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\ SIT~I_~~TIN~L~ DIMENSION
o 25 50 100
,j.S. ml(! vicki l.. Sni<1t!r
(OeM R~(;(lM 239, M$. &9:~ k. 693)
(TOll p(3rc4'; ,019C925001)
tagle ,. c.wn$hip El,It';i!'le1;~ Porl<
(Pklt 8001<: 8, PClge 12, im;L 4.o12g)
LOT #1
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III (Piat Book 6, pg. 3.3)
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(D.t<. 242., pg$. 638-6<!-1)
(Tal< POrf;t':, #0'9'.'0(1)
PROPOSED CONDITIONS LEGEND
-w- WATER LINE
-_ FEER 0PI1CS UHE
-r- El.ECTRC lINE
_T_ TUEPHONE l.K
- GAS lINE
.. THRUSI IlLOCl<
-c- SEClRITY c.wERA
--0-- SANlTNn' SEWER
. ::I:l STORN SOlER
~ OfIlX"PFEOal
Jo , X SlIE UGH11NG
~ CARr ~
- """""""-NIRf1II
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lBll 'YIELD'
C ACaSSlBU:"""",""",
~
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C-176-SGR-OR
SHIFTED DOCK
CENTER ENTRY, GAADEN RIGHT, GROSS SoL
(EXCLUDlNGC",RDENC[NTER)"176,459
GROCERY f"R()H CANOPY s.r.
(NOT INCLUDED IN GROSS SClUAA[ fOOTAGE) '" 1,842
GW fRO.H CANOPY S.f.
(NOT INCLUDED IN GROSS SQUARE fOOTAGE) ., 1,250
Fft -9Ol.15O
LOT #6
.""<:!r(lci,, ;n<:!vsuiGl Pork. S$cl.i~..... II
(Plot Gook 6, pog_ 54)
(TOl( Porcel ;C191ae3~"O)
/'-
f
Torr;f5U~ Oiilt>e>'t, ,.... 1/2 trot
Filec Ul'f';ied, LLC 1/2 Int.
(fol( j.)!;"!;el t0~9~883&lO)
LOT #7
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PeOr5i}n R<<Ilt}' LlC. wmi!$d liobiHiy Cornpol'ly
!_lntEir;.rmeni 9555472)
("~l< P(.l1"'(;1l!1 jll-13-06oo-00-031.000;
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~
'IT'S THE LAW'
OIU.Z_aos."...,.
t_J82-5$#
"'"""'...
,p ....... PlItt __ -.,-_
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PLAN NOTES:
(DstOPSIGN. SEE IlEl"ML.SHm.
@~Clt05SINO.SIClN.saDOAll5ME[l'.
@"nM:t<ENTlUINC["SlQN.SEl:IlETM.SHIE1".
@"MQllttJC:ICrSIGIN.SEEDlTALSHm.
@YOMlJMENl' SlQN. CXIl:IaMlt Wfl'N MCtfTECMW. PlMS NeD WAL.-fIMr
-.....-.
@"MQ PMKlNO - fIlE l.AM["!DC. sa: OEW. SHm.
@Yli1DSlClM.SEEDEfM.SHEtT.
@MSt.f:IICDICmJtSlClM.StttlmlLSHEET.
@l"PoucEPMIdIi-SDl SEE: Dt1M. MET.
HOLEY ItIOtEY Sl4t'S
'DIG S4rEL Y'
1
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~
1
AREA MAP
.T.$.
I
SITE SIGNAGE PLAN
SCALE: ,. _ so'
~- .
o 25 ~ 100
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LOT #6
""'......... ~-=::;:.:s.~.:. LL.'
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.....-----.. ------
SITE GRADING NOTES:
I. CONTJW:R)R IS flESPClNSla,[ F'DR lID'OttfICW " EllISntG STRUC'I\IJIB INCl..UI>>tG lIOItMl.. OF "" DlSIlMG ununES SERWG
TMESlllUCT\ltE.ur&.mESME.108E:ltDlD't'EDlOMIlIlilNl"-clf...,..
2.1HE CCIrIrRACTOR IS sPmfJCW.LT tAUnClNED11WlME l..OQt.1DitlKJ/Olf. El.tWo1Dl or Dl5IlMG UfJ.JTE$1i$ $HClWM ON THESE
PING IS BilISED ON IIUltlRDS OF THE 'MllQUS ururr COIIFllMD,. MD WHERE POISSIlLE. WASI.JIDIENTS TMOI..lHE FELD.1HE
~ IS NOT tv It IIEUED Gtt AS .... ow;T OR eowwt. 1M[ CCIGRAClOR IIIJ5'I CM.L 1M[ APNQPIMlE lnUI't
ClClMWCESIl'I LUlSf 72 MOUAS 1IEFOllE/IIff EllICIMmON 10 IllQUESTDIlCf FQD l.OCA1I:lN OF l.lIl1rB. II'SHALL.1M[
IllSJIONS8UJ'Y OfF 1ME carmw:nJR 10 IlO.OCATt AU. PI$1DC unuT1ES 1MCM CONFUCI' wnH 1ME I'Ill:lPOSal ~
..... ON 1M[ JVHS.
POSl1M DRADW:E WILl. BE IMINTAINED FOR THIS SITE. NO "BRDBA.THS" Of WORE
THAN 1/8- IN DEPTH StW.l BE PERIITlED. Nit IREAS 'THAT HOlD WATER WORE
THAN 1/8- DEEP SHAll BE OJT our AND CORREC11D TO POSITIVE ORADW;E J;j
NO COST TO 'THE OWNER! DEYEl.DPER/ OR ENGINEER.
1. Nf'( FEU) lUS ENOClUfftEIllD 0URItG EXl:IIM1ION SHALL IE REPllIED AND POSnM: DIWNIG[ PlIlE$DNED.
.. AU. CUT at FU. SLOPES ItMU. lIE 10:1 OR fWTDt UNl.BS onEIlWIS[ MO'IUl.
$.PllB:ASfS1RUCn.llfSIMYIEUSUllJalNr1W:1'DItSCPTICIt
GRADING LEGEND:
~ alii SPOT ......
lIIIaPMllEJffSPOl'liMIES
aIIID: DIn SPUr GRllUS
T.c. : 1'(11 aF a.IRB
H.P. : IIGH FQNT
T.G.C.: TOP or CASJDG
QJT. : GUT1ER Fl.DI'
TP. : TOP or MUEJfT
u'E.G.: IMTOt EXJSnNG GMIE
,/ : PIINDIEMJ' SUlP(
----: --.cE MfA
I rOfllX"PFEO'" I
<: 11' SRrII .....
.
"IT'S THE LAW"
tauZ__..".~.,_
1-800-S82-55#
....""....
I'Gl_SUIiII....~1-a.
...ISAllMIST.....1Ooc-J[
.....NICllI"IIC'lH[~
u:o"..:a~w:c
LSTOIIIPftStW.LIE'" - .,,-w.LUE - 0.012:
7. DIISf1MG 0lWWGE S1RUC1\lIlIStO IE INSPttftD _IIIDWRED I:s 1CEDIal. NCO DlIS1IG Pl'ES1tl1E: tlfJIm)outlQ
1tOIl7i[AU.Sl.TMODEIIltIS.
..DlISTItGClItI\D[CON'ItlURIfIDl'IMU~RIRllnllftE1NMS.
'.NOl"OStDGRMI(CiCMt'lURIlftERWlSSHCMIRI F'OOTtrfIUNU.S.
10. IF MY EX1S1IIG S11IJCrutES 10 IIlDWN ME DIlMMlB1 OI.MIC COG1AUCIION IT SHIU. IE '11€ CONr1MCfORS IllBPCNS8lJIY
to REJWR MO/OR IlD'VCE: 1M[ DllS1'JNG sntUCn.IlE: I:s N[CUSjlRl' 10 ltrIUItN IT to DIS'hJG CCNJmllNS OR IE11Dl
11.AU.$tOlltfF9[om;JlItG5IRUCIlIllSStWJ.IECllOUIEDlOAS$UIl[CXlNNEC1IClNIJSIIIJC'MlElS~.
12:. S10MI SOIIO WIHlUS .. PlltIU) M(A$ SHM.L IE FlUSH wmt MlIDIOff. NCI SHIlU. lIIIIIE l1WF1C _ IlIC . c::cMJlS.
MMrHlUS .. IN'lIllI'ED AREAS $MIU.. IE FlUSH AT FNSH CIlWl(. UICl.DS SPECFIED <mIOWISE. UIIS StW.L IE I.AKLED -sTOAIil
........
HOt.E'f IIOI.E'Y $4)'5'
"DIG SAFELY"
13. '11€ CllfIIT1IlliIC1 StW.LofIDHEJIE to AU.1EAII5. CXlNDI11llIG liS 0U1\.IG..1ME ClNEIItIL N.P.DLS. PUIIIIT FCltS1ClllM
WoTERtllSIC:IWGASSOCIU[I)WllHCONSfRUCT1ClNACJMI1ES.
I.. CIlltrIY1MC1'OR stW.l. M),Qt NCI/OR cur EXIlmNG MI'DIEMf AS NEJ:DSMT 10 ASSI.IIE A SIIOlJTH m NCD CON1NJClUS QWlE.
J' ,FlOOD""""'"
"~HO~
15. <:ctN'JIW:lOR SHIIU.ASSl-"E POsr1M: CftMrMC[_ f10ll tIUUlDI(;S FORAU.1MTUfML NCI PllWEDMt7AS.
,..1tJlOCIIWlMI: INFOAMl'n::lM WAS TMEN FIPIA1OI'OlRY'IC $lIWl"I' trl"tlOliISIDIl[D LAND SUR'<<YORS. F ~ DOES
t<<JTKS:ZPr DISrIG'TOPOllfWIHY1tS $I<<:MN Cf4 neE PlMS,1llMlUT DlCP'T1ON, ME StW.L twE IlWll. R HIS DPOCS(., A
'1'OPOllIW'tIC Sl.-EY trl"A IIGISTERED lNCD SURW'lIORNCl $l&IIT IT TO M 0WNDt FOR RDEW.
17. AU. l.ICSUItFllCED M(A$ DSI'UIlIED trI" ClUmG CI'EM1Df stWJ.. IlECOlI[ . lMCH[S OF 'JtIISllL ClDffJlW:RlR SMtU. M"Pt.y
STMLaA1Dl FMRC 10 AU. SlOPES 3;1 OR STUPP MO NCHQlII[lI .. rou. Cl:alPI.W<<:E WIIH MMCUFACI\JlUt'S
~ CONI1W:lUt StW.L sao r:muR8ED MDS .. ACiCClItlWCE WIIH arr $PlOFICATDG UIft'l. A t&lTMf STMO
OF GMSS IS 0SfAIIED.
le.(XIG'1RUCIIINSlW.LCCIIIPlYWITHAU.APf'IJCMI.[~CCIIlBMO.Cl:JrG1RUCn:D1OSMIt.
11. ALL SfORU lmtUCI\IlD SIW.l. fWI[ A SMOCmI, UtIFOMLY POURED ~ lIMR1' FIPI INERT .. 10 IJNEJr1' our.
20. F1EUl T1WCSI11ON CIW1D1tl DlISnMO ClIWlES.. Al.MfOIlM MNrNRIUIG ~ LI<<S.
2:1. COCRDINATt 8UIJlltIlO SPCJ1' GIWlES WIIH MCMlJEC1lIW. DIIlIIntGS.
D.." P'UlFClMfEO DRMl1U1O .1iCSfAI.LED1J'rME MS[ C6 bCM ll'LM1Ul1lUl. COM11IlCRlRTO~ 8IST1IlllU1E IllR
1WCTMEStORMt1USIKf01Nt$tOlltfSEWEltl.AltlW.S. SEEIlEWl.SM[[1'RlRIIlOIlE~
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GRADING AND
DRAINAGE PLAN
SCALE: ,. - 50'
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(TJ~~~g;,en#o%~-:"'1~slB-Oo) ~ /i J II ",1 (D.Fi. 2:.42. p<p;. 6)8-'8-41)
LOT #1 \ ,J il f 11 (T~" P.~rce; #01917001)
\~ 11 III! J LOT #10
I 9J I iI ./ Andrade Industrial Par"
i':::: I j! r (Plot Book 6, pg. 33)
1....1111
IQIII'
GENERAL UTILITY NOTES:
1. AU. FI.L IM1DlIM.. IS 10 BE .. PUCE. AND c::ot.IPACfD) tIDOllE
..............
';.$, on';; Vie.ki I.. $:lide<-
(L'e~ R~.;:ord 2J9, ~ 69Z &. 693}
('Tox ?:.m:el iClHlOOl5(01)
r.C!~1e TO'IJ"1!.hi.,. Sl,:$iMSS Par"
(Pi~i Book a. Page 12, l!'l$t. +429)
LOT #1
2.CCIN11IlICllItstW.L"""'1M[UIl1I'l'N..IIIUIInONSPECn:lltS72
~1UORE~lONfrDQSrIiGLK.
a. twITMI' SDIIER N'E SIW.I. IE AS RIU.OIIS:
r PW: 5DR3& 'Pl A$'hI 0 3Cl34. FllI PI'O LESS nwt 12' DEB"
8"PW: SOlt26POtASnlOJQ34, FllIl'I'OlIOflEnwt 12' (l(Dl
DUCTU ROM PF[ PDt -. Cl~
4. WATER IMES stW.L IE AS I'tll.1.OIlS:
,- ... lNlGEIt. P\IC c-tOO PER AS'N El 2241
aASS 200 UNDER CClUIft'\' ItQtOS, lJIHERWISE: ClA$S 1S1
,- JI(lJ I.NIG[R DUCIU ... N'E POt __ Ct!lll
(II PVt. 200 P.s.L. POt A$ftl 01"'" IMJ D2N1.
$..........1IlENCH 'MInH StW.l. BE 2 FttT. SWUOtTIWI'" DTMEJl
CCfIf'OI'MlI:~"l.(SCFT)IlOtNC$l"t.22
.. AU. WA1lR .Il:DIT5 MIlE. TO IE alEDWIrAL .DfIS tml 1tRI5J
ILOCOG AS CAU!O OUT 1M SPlCll'ltA1ICIC
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OUT$II[ EDl:E OF fIR).
L CONIRIlrCRlR 9W.l. ..."".. A IlINWM Of 4'~. awo ON ALL
...........
.. .. THE D/DfI' OF A vamtAL ClI:INFlICl' mwEEN 'IIUDIJtES.
SIIGtM'r l.IO. SfOlIll LIitES NCl CMS lMS (DlIShG AfC) MllPOSEll),
1ME tIJrITNn' IJN[ StW.L IE DUCIU IMlN PPE wmt IItCIWCM.
olOIIft$ AT LEASl' 10 F[['I' ON IIlmI 5lllES OF CIlOSSItG. 1M[ WAftlll.N
SHALL MQ/[ WEOWICN. oIllIN1S '111M APPIIJIIWATt ltIUT a.tlCIlItI: AS
REClIREDlO PRl:WIlEAIiINIaIIl OF lrCl.EMWrfCE.1lIEEJtG
RECl.IAEMDfI'S OF INSI AZUO OR MGI 21.11 <- C-t61) (ClASS
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;,: YM:P ~ {TO. r.ore!" I0191SS3800}
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/';-'--.-.--,-
@ STOU C1llMNECTOR FOR THE ItDlOfE ... IlO'MMJff
00MNECID4 10 IE LOCAlUI 1-112 1W!S __ FlIIOM 1M[
IlA.C*G nu. zaM[, Me) ON THE M[1Dt waT.
@lllE1ERlOltlCHl'aF...,PUHSFOflWOllkwrJMlllUS
o&21/M01lOMl RQllG IllGlKI' OF -.v.
@) l..IrIIAS OF PlIOPOSOl INlEJlClIIJUND ~ !mllICIUE
@> 12"tItJEIIJN[WRHsttD.CASltC.
@""CXlOCECTOROFfOfIlME"llO"IIIfmI[NTalfrIiIECI1OM-
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-....... """"'"'"
11. TOPS OF IDlI$TINC StMTM'I' IIWMUS StWJ.. IE IWSltl AS
IrlIECESSM't 10 IE FWSH WfTH PIU'OSED NIDlIENf El.roM.l1DMS, AtCI 1tl
1E000FtlOt~ClIlCUCDD.LW.1IONSWllHw.TERTlGHtlllS.
12...tU..CXlNCfI[I[FORoasEIrlIDfISStW.lHAW:".......2aOU
COIIFIlESSIllN $lWOIOTH IJ lOOO P.SJ..
'3.~DOMlJI'PUlPOIrl'lOSHCIWALL.Dl$'hJlCL1IlUTe.
tot. DlIST1fiG l1rI.mES 9WJ.1E't'ERFEDwt FUll PIIOfl: 'fO
IICSTAUAllClftlOFNtrICEWUIIES.
16. REFER TO anDIICWt PlUMlIMC aAiIIlIJGS RIft llE-W OF AU.
L/IlJTES.
,I. CONIRIlCRlR IS ROPClJGelE FDIt COIIlPt.,. 10 1ME ~
OF THE l..OCN. AUTJ<<:lltIlI[$ WlJH RfGMlDS 10 IM1ERItlS NIl
lIGWJ.A1ION OF tHE _e MO SEWP UNE1
". f'IlE HYOMJfJS stW.L lWE 1WO 2-1/2 INCH NOlZl.tS NCD CNE
....-::H S1OR'I'Z NOmE. 2-1/2 lJIl)l MQZZl,[ ~ 1IJIIl"
1frOIWfI'000000IlIlEJ:1lONSlWJ..II:CON5lSrDfTWInlDl5'Jlll;flI[
HYtlIWfIS WIINN DE: lOCAL FIlE DEJWmIDfI' PROrECnON <<A.
"-
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LI-L1-LI-LLI
C-176-SGR-OR
SHIFTED DOCK
CENTER ENTRY. GARDEN RIGHT. GROSS s.r.
(m:wDING GARDEN CENTER) - 17&.49
GROCtRY fRONT CANOPy $.f.
(NOT IK1LUD II GROSS SQUARE FOOTAGE) - 1.842
Ql FlKItT CANOPY $.r.
(NOT INC1.lJD[I) II GROSS SQUARE FOOTACE) - 1.2:10
m: -9Q1,S(l
FBO Se.-..icetE. Ine
(D.R_ 242, pgs_ $38-641)
fr~)<. Parcel ;019170(1)
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UTILITY PLAN NOTES:
o lWiENnn''MIHaASMDUtATIl.IIlJtC,OOtfIMCI'Olt
ItESPONS8.E FOR INSfAl..l.IrG Ilft: DJ.MD PRCmCIION IlJ
M[!ER. CCNIRIlrCRlR SMI\U. CCICIeIMlE 'IItM GAS CClMPlMn'
FOItTIINGOFNIIIIlUN.Y[TEIIt.Cl:lMIRiIICfORISIlDPCIGIll[
FOR CClClRIlltW1Dt4 wmt GAS o::MWf'f' IlEliMI*G 1M[ SIZE
~ INSW.iA1ItIlI OF GAS SEIMCE UN[.. ~ wmt
..............-
-::~7~
LOT #6
Afldr,roe Indl;$.!riQI Pe!rX., ~~ti<>r: u
(Pint 8ooll. 6. P\J. 54)
(To>:. P\Y.cel ~.il~1!:l8:5:'1OC)
17. 1ME c:umw:nlR IS SPEQf'JCAU.T CMmONEI) nw THE LOC\l1ClN
AND/OR B.1'Wo1DI OF' DOSINJ UTIJTI[S AS $HlMI ON lHESE PI.MS IS
IASUl ON JtEClRlS fJFntE'tMIOUS UTIJTr COIIfWrI($, AND 'IHEItE
POSSIU. ~ TMOl IN M fU.O. _ WORMADON IS NOr
lO lit ImIED ON Nil BEItG DW:T OR CXlMF\IfL 1M[ ~
IiIJS1'CALLTHEAfIIIIlClPIMr[l1h..JfYClCIW'IIlJGESKrLlASl'72HOlR5
1lEFORE1iH't1DClMQlClN1OREQlSTIEUCl'REl.DLOCA1I:lMOFUTII.IT1ES.
rrSHtU.1MEIlESPONSIIlJI'TOF''IME~toREl.OCATEAlJ.
DlISnG urunES lMCtl CCNFUCT WInl H PROPOSED ~
SHCJIIN ON THE......
CD ClJIEASE wroaPfDR - RERR YO ARC:HTtCr\lML -..cs.
<>> :-OPM:T~": ==::':0 ~:o.
lUIISfAlJ,A'llON.CONIIVICI'ORSHALLIEIlIESPClIISIItLFOIt
ItSfAUAllONOFCONCIlEI[PIO.COMOI.ITIMIJPlPEIOU..AIlD$
ASlIlEQUIIlIIIlr\'1HEEl1CIIlICCOYfWfI'.~SHM.l
CClCJltl>>M1[ SMI __ -.rat 1ME EUCnllC CXltIIPlW/'.
COClltl>>MltWIIMMCMIIE.'CI\M.1tlRiJiMIlMGS,
G) cc:wnw:roR IS IUPONSIIJ: TO ~ WlIH 1M[
TUEF'HOf<< c::otIIWf'( FtlR lMt IH$T1UA1ICI4 OF \lNOPIIilROUIlD
1D..EJIHCItI[ lJrG. I"RlMOE 2QO PMIS NI) (2) 4. CONDUml
...-
1a.AU..ICECESSM'l'IItsPECt1lNSNCJ/OIt~1lEDlIIl:ED1J'l'
CODES NID/Olf. UIl.IYY SDMCE CCIMl"JIlJCIS SHtU BE PEJlFtllWED l"RIOA
TOAJrN)IJNC[DItIUlIICPCISSt'SSIC*MD1HEBtlLOllMC'IlONOF'
-
tI. CCltf!'lUCn:lR SMI\U. OClllRIlMI.1EwnHAU..UILI1Y (:(UIWI[S FOR
IGTAl.lA11ONIlEQIJRDIOfT'SNllJSPU:I'lCAlIlICS
20. AEnR TO IUIJIIC PlANS FOR SI'I'E I..IGMIINC D.OmlICAL PUH.
21. nt( CCIfI1III1iIC'l StW.L CONI'ACT AU. APPU::AllI.L UfIUflESNID
WOIINMfMDAU.. FUS.fISSOa\1Dl 'MTH 1M[ IICSfN..l.A1Ql OF' AU.
L/IlJTES.
(!) ~~~~=M
llCIIIESnCUNESUCMASBM:KflI:M'PREVEtfII:M1J(VICO,CW'[
WI..'tO.EIC..lMCtlIM'l'RIIIEQlMED.CDrtJW:1OltlO
COClIlOWJE WITH '<<I:ll.M. WAYER. COClADIIMtt wnM
~ 0llIIlIlJCS RJt IlA.DING omn' na.t IiIE'IOt
.......
@fItE$Ul'PltESSlCkCClfrflRlCftlRSMIl.LIE~to
ICSfN..LNtrN'l'l..llnDW<<:ON1M[$PRINlQ.StIJN[SUCIt
AS, 8Uf NOT I.AITED TO, A DQUlIL[ DEm:1UA OED(
M::KfLQfWPRiE'<<WTIONDE\IC[,"$EJllES-.nlAO€Ck
......... CM'It w..vES, E1C.. IIlE[fWG tINDl: CICllIFNn'
SPECI'IC\TIJIG.CClClIUNATEWIrH~ElltI\1IINQ$
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CD ~ I~~.......~T[
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--
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22.. CiClNTMC1llR SWJ.. ~T[ -.nl ..TOt COYJWrfI" RlR 00MlSnC
MD FIt[ SPMCE. CQNNECT TO IIUUlIG DCIIIlEShC JItCl FIt[ ~
c:ac:lIDNm:WIIM~~
23. CClClRDaMlt LOCmOtf MIl SIZE or ~ SONlCE:
CClNEC'hON. 1N5WJ.A'OON or SER\lIC[ lIiIE MD MEIER/WCkS WITH G\S
-,
24. ..un Dl5TIMG lIMRT NC) L.OCATIOM or SlrNTMY 5lWER. ADNST
M'ERI'S AS ROlI.RD. DOCl.*DfI' Nfr 0W<<lES.
25. SITE ~ TO PMMOE otl1. AflPIUlIlS. (U'-UMlCS. Ere. 16
IlEO.RD ~ ~ TO IIl.IIJaC UfUntS (SANTNl't. !mlRM.
EUJ:.. DC.) COOIllleMT[ WItH MC:ffTtCIUML PlMS.
a. FOUJJW otl1. LOCAL MCl STATE CODES .. REnRENCE TO
DClIIIEStIC/fME LIE ICSWJ.A1ICIrt NCl S1UlY SOlD I SMITM'/' awEJt
........_,
27. ~ L.ClCA1ION or IlIQlMED CCIiIOUlIS All UCNJ .-aus MO
""""'" ..-:L
Zl.NfrFlElD1USENCCIl.IfItREI)IlI.RNGNfrDCII'A'OONStWJ..1E
R(PMED MCD c:otMCrED 10 NEW SI'ORM Sl1IERS WlTM ~
-_.
2t. MO. '0, CCJlIfI'PlHIil WIllE lOBE -.-oAl.l:lC THE CJlOIMilI or
H.L...TOt MAIICS.
"".IMCKI'l.QWMa'PmRlSL.OCAJmlC5lll(orlHElI.IIl.IlltG.
Pean;on Roo;t;, llC, Urr~t-!<l L.:abiltiy CQmpclny
{;~SIn.J~'ll'lt !}5f.:~72}
(T(ll( Percel #~7-t3-as.cc-OO-03;.OOO)
STORM PIPE JJ!GI!ND:
I ,'OfD"PFEO" I
:II
DEN<mS """"'- LlNCTH
FROM END SECOON 10
COOER Of ........
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"DIG SArEL Y"
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SITE SIGN BASE DETAILS.
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2 AlL DIo€NSIONS TO BE IISlIAED
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II STOfW3EVOLl.'-PAOV\CIED_1l2.ltlUOCUlICFEET
RECOMMENDED
ACCESS OPENING SPECIFICATION
-
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FROM THE INSIDE EDGE OF THE STClI'IM'mAP l.NlS ALL EJr&JN3 STEPS StWl.
BE Pl.ACf:W1lH A MlNMM DISTANCE OFI'-408fTWEEN THEM SlEPS WlVBE
MOVED OR Al...TEAEO TOA'oUlD OPENNQS OR OTHER ~ IN THE lINT
3 STClAMTl'IAPUFTlNGINSEFllSMAYBERELOCATEDTO<X:lIfoCIDEWI1Hll-ENXESS
OPEN:NG OR lHE CENlBl OF GRAVITY a n-E UMT N; NEEDeD.
.. STORMT1=lAPACCESSOPENlNGSMAYNCTrNTERFEREWIlliWlllllNl.ET~OUTI.n
OP""",,
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RECOMMENDED
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,. =r-...--.---..-
2 WNMlN OlSTNrCE FROM Tl-E BA6EOF bE ROOF SI..A8~ BE NO lESS THAN 1'4:1'.
3. N..1. OPENNGS MUST AETAlN AT LfAST "4:1'OFCl.fNWrlCEINAU.J:FECTIONS
FROM 1I-E EDGE OF THE STOAMTJW> l.NIlS
. ~-- ---- .--..
. .-
. l.___.
--
PRK:AST ONCRflf MODUlAR STORM WATER DfTfNrION
P.O. BOX 7B2
MORRIS. IL 60450
1-815-941-4663
I
"EElS:
OPSS 1351.(IIUI2
BN>
ASTM C"7I-l&
ASlU0410l4leb
AS'NA-Olli
MSHTO M.1.
PLAN VIEW
STAIR DETAIL
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SIDE VIEW
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STORMTIIAP MAINTENANCE PROCEDURE
THE FOLLOWING PROCEDUFES ARE FOR THE MUlTEN.\NCE OF STOFIM1'J\otJ>
M SUOOES TED BY SlOFNTRAP, LLC. AU REGUlA TlOMS SET BY GO\IEFNNG
BODIES Fl:TAIN PRECEDENCE 0VEfl THE SUBSEaJENT lNSTI'llCTlONS
STOAM1JW>SHOULD BE MNNTAlNEO flEGlJI.Afl. Y. FAEQUENCYOF Cl..EANNG
WLL VAFN WE TO SITE CONaTlONS AND STClfW3E CAPACrTY. ~TEHANCE IS
REQLlRED EVERY 3 TO 5 '!'EARS OR WHEN SEOOoENT OCCUPIES MORE ~
OlE-TENTH OF THE SYSTEM> 'vOLUtoE.lHSEPECTIONS SHOULO BE PART OF
STANOAR)OPE~T1NGPA'JCEDUFE
./'
DO N:lT ENTER STORMTRAP UNlESS PROPERL YTRNNED, EaJPED, AI\ID
OUAURED TO ENTER A COfrIFI\IED SPAce AS IlENTlAED BY lOCAL
OCCUPATlONALSAFETY AAD HEAlTH F.::GULATJ::INS.
IMINTENAHCE IS PE~O USING A Vlf.CUUM TRJCK. REM:1IE ~
FA)M ~lT It. T GRAcE AND LOWER HOSE IN SUW> PIT. VACUUM TRUCICS APE.
AELE 10 REMOVE ""TERlAL FROM A MUlWM OOTANCE OF THIRTY-TWO
FEET BELOW GRAOE. SEDIMENT lIMY BE FLUSHED TOWAAD ll-lE SUM" PIT TO
F>ROVtOE AMORE THOKll.JGH RE~
-
-
OUTSIDE WALL
I
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STORMTRAP INSTALlATION SPECIACATlON
S~ MOOlI..ES SHo\l..L BE MUlUFACTUREDACCOADING TO SHOP DAAWWGS E
APf'R)\IEO BY THE INSTALUNG CONTRACTOR AND ENGINEER THE SHOP
DAAWlNGS SHAllIllOlCA TE SIZE AND LOCA noN OF ROOF OPEfIINGS AND IIllEY!
0UTl.ET PIPE OPENINGS
Tl-E PERIMETEl'l HORIZONTAL JOINT OF THE STOAMTl'IAP M:)[)ULES
SHALL BE SEALED TO THE FOOTINGS WITH PAEFOFWED MfoSTIC JOINT
SEALER ACCOFDlHQ TO ASTMCl101-GO. 1.1 ANO 1.12-
AU.. EXTERIOFl JOII/lS BETWEEN AOJACENT STClRMfFW> MODULES StW.L BE
SEALED VotTH t'.(/' EXTERNALSEAlJrlG BAMJS cotEOJNNG TO ASTM CCIl1.Q)
AND SHALL BE l'.(/'RUBBERBUTVl.SEAl..ANT AS~BYSTOAMTRAP.
TIE JOINT WRAP ElJT'n. EXTEFIOR WRAP SHAlL BE INSTAl.1.ED ACCOR:lING
TO THE FOllOWING INSTAl..l..ATIONIllSTRJCTlClNS'
TIiE FILL PLACEO AROUNO THE STOFIMTRAP UNITS MJST BE
DEPOSITED ON BOTH SlOES AT THE SNoE TIM:: ANO TO APPf'()):]llMTEL Y
THE SAM:: ElEVATION. AT NO TM: SHALL THE ALL BEHIIlOONE SlOE WAU.. BE
MORE THAN oz-ct" HIGHER THAN THE FU ON THE OPPOSrtE SlOE, CARESHAl..l
BE TAl<EN TO PFIE'VeNT ANYWEOGING ACTION AGAINST THE STRJCT\JRE,
.uiO AU.. SLOPES BOUNOlNG OR WITHIN THE A1EA TO BE BACK FlU.ED IIlIJST BE
STEPPED OR SERRATED TO PRE'\IENT WEDGE ACTION. lREFERENCE ARTlCl..E
502.101,0.0, T. S.S,R.B.C.) CARE SHALLALSO BE TAKEN AS NOT TO OlSFIJPT
THE JOINT WRAP FROM THE JOINT OUFllNG THE aACI( FILL PROCESS
2 STOl'MllW>SHALLBEIllSTALLED...ACCOA(),\NCEWlTHASTMCl101.Q),
STANOAAO PFlACTlCE FOR INSTALLATION Of" Ur<<lEFIGROUNO PRE-cAST
CONcqeyE UTLrTYSTRUCTURES. THE FCtiDWING ADDITIONS AND/OR EXCEPTIONS
StW.LAPPLY;
1 USE A BFLISH OR WET a.OTH TO THOROUGHLY ClEAN Tl-E
OUTSIDE SURFACE AT THE POINT MiERE THE JOINT WRIP IS
TOlEAPP\..EO.
STORMTRAP SPECIFICATION
A.. SPECFlCATlONS ON THE ENGlNEER'S DAAWINCJS SHALL TAKE PRECEDENCE.
B STOf'MrFW>MOIJULESSHAU.BEPl.ACEDON LE'VeL FOUN~T1ON (SEESHEfT3.\)
W'I1'tl A 1'.(/' OV'ERHANG ON AlLSIOES THAT StW.L BE POURED IN A Pl.ACE BY
INSTAI..LlNGCONTl'W;TOF\.
2. A RELEASE PAPER PAOlECTS THE Ell.Irn. SCAlANT sa Of" T1-E
.K)INTWRAP. WRAP THE ElJT'n. TAPE (llJT'rl SlOE ClCIlNN) AROUND
Tt-E STFlUCTlJAE., REtoD\o1l'<<) THE RELEASE PAPER AS 'l'OU 00
PRESS THE JOlNT WRAP RAM.. Y AGAINST THE $1O~
MODlJl..E $UFFACE WHEN APPlWllG
,. TOTALCOVEA: MN. CNf'lMX. :r~CONSUlTSTORM1lW' FORAOOITlONo\L
"""""0""'""
2 CONCRETE aiAtoeER OESlGNED FOR AASHTO 1-$40 WHEEL LCW>"
~=-=T___
'~._----
. .. e'aY:--=U-=-
s. _ &-IT . PLEASE AlMSE IF A WA TE"FlTlGHT SOl1JTION
1$ NEEDED.
C TteSTOPMTRAPMOOLA.ES SHAlL BE PlACEDSUCH THAT THE MIUOM.JM
SPACE BETWEEN ADJACEHT t.ClCXJLES OOES NOT EXCEED 31C". F
TIE SPACE EXCEEDS "C", Tt-E MOOUlES SHALL. BE FlESETwrTH
APPROPRIATE AD.JUS11oENT MUlE TO UNE AND GRACE TO IlRNQ THE
SPACE INTO SPECIFICATION
ISEE':':"i\ ":~WRN'~~ _
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SEESHEET1.1 FOFl DETAILS
~IOR WALL
1"\ Of STORMTRAP
\ ~ _'0 JotNTTAPE APPUED """""0
" ./ THE PERIMETER OF THE SYSTEM ONLY
-
DETAIL 'A'
JOINTTAPEINSTAl..J..AnON
RECOMMENDED
PIPE/RISER SPECIFICATION
1. COM\!ECT1HG PlPESStiAU.8EINSTAl..l..EDWlTHA l'.(/'COHCRETECOl1.AR NCJACONCFE1E
CAAOLE FOR AT LEAST OlE PFE LENGTH. N;~. ASTRLCTUAAl.GRAO€ CONCPETE
OR GROUT'MlH A MINIMI..I.l28 DAV COIJPAESSNESTIe<<lTH OF 3OOOp.I.i. SHAI..L BE USED
2 THE ANNULAASPN;E BET'WEENTt-E PIPE AND Tt-E ftOLfSHALLBE F1UEOWITH
NON-8H'llM(GFlOUT.
RECOMMENDED
INSTALlATION INSTRUCTIONS
1 ClEAN AND LIGHTLY LUBRICATE ALL OF l>IPE TO BE lNSERTEO INTOSTORMTRAP
2 IF PIPE IS CUT. CARE SHOULD BE TAKEN 1'0 /IilDN NO SHN'lP EDGES. BEVa NCJ
u..eRICATE lEAD END OF PIPE.
3. AUGN CENTEfl OF PIPE 10 COARECT B..EYATIONNCJINSERfMO OPENNG.
........
F;=~
DETAIL "C"
CONNECTION DETAIL
(NOT TO SCALE)
I
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-----------------
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:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-
-
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=11
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lit
5'-0' SINGLETRAP
TDP"~;
\~"'1lAIlS"'~0~.
DEl" AI L -S- IN BOTH OIRECl1ONS
STORM TRAP FOlN:lATlON
NOTES:
1. 4,OOOp.a.i.@DDAYS, O%--n. ENTRAINEDAIR,~"'AX.SLlNP.
2. rET ALLOWA8lE80IL PRESSURE GREATER l11ANOR ECIt..W. TO l.500p.a..t
3, SOILCONDITlONS TO BE VERIREOONSlTEBYOI1-ERS.
4. 1'~OVERHNIGIARO~OIJlSIQECFS'l"STEN.
--'Y~~--
I
~~fl EIII'~~ ~i'~'ErrtM!T' ~tM!:1
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-
FOUNDATION
PIPE CONNECTION
(1~AME'COVEII
PRECAST CONCA~ M SPECIFlfO BY
AO.lUS~=~ ENQrPEER _ .....
NON-SHRINKGROlJT~ " ... '- I I
~::::><:::~ !
+
REGATE
RISER DETAIL
TCH IN FOtN:lATlON
TO ALlOWINVEATOFPFE
TO MEET 'THE INVEFlTOF
'THE FOUNJATlON
DETAILS
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1J9' OF 12"
PIPE. 0.501
ol4'toa.~
Ill"'''
, ol4'to a'"
Q'" ,&
2fl' Of' 12"
Pl'Eo ll.JOI
53' or 2'.
PIPE 0 0.201
46' ~ 24-
Pl'EO ll.JOI
32' OF 24"
PIPE 0 O.50S
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32' OF 24-
o
34' Of 2'.
PIPE 0 0.>>.1:
MEElS
OPSS 1351.(18.02
B'"
ASTM c....7lHIlla
ASTMD-4101-85b
ASlllIA-81!i
MSHTO 1.1-1.
-8
a~
STAIR DETAIL
r
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STORMTRAP INSTALLATION SPECIRCATlON
THE PERlMETEFl HORIZONTAl JOINT OF THE 5 TORMTRAP MODULES
SHALL BE SEALED TO THE FOOTINGS WITH PAEfOFlr.lEO WoSTIC JOINT
SEM.Ell.t\CCO~ TO "s1M,C8l;tI-ot\ a.aANOI!I.12
ALL EXTERIOR JOI"ns BETWEEN AO,/ACENT STORMT~P M:>OULES SHALL BE
SEALED WITH 1'.('1 EXTERNAL SEALING MNDS CO~OFIMNG TO ASTM C5l1..QO
AND SHALL BE l'.('f RlJeeER BUTVL SEA.I..ANT AS M>Pf'lOVED BYSTClFlMll'W'
THE JOINT WAAP BUTYL EXTERIOR WAAPSHAlL EE INSTALLED ACCOflJlNG
TO THE FOLLOWING tNSTo\l.lAllON MTAJeTlOHS
THE FILL PLACEO ....ROUND THE STORlot'rAAP UNITS MJST EE
DEPOSITED ON BOTH SlOES ....t 'lHESAh'E TltJE N<ID TO J.PI'f'OXlI<N"TE\..Y
THE SAME ELEVATION. AT MO TIME SHALL THE FILL BEHIND ONE SIDE WAlL BE
MORE THAN z.q HIGHER THAN THE Fill ON TI-IE OPPOSITE SlOE. CAFlE SHot,LL
BE TAKEN TO f'AE\oENT "NYWEOGlNG ACTION AGAINST THE STFlUCT~
AND ALL SLOPES BOUNDING OR WITHIN THE AI'EA TO BE fM,CK FILLED M.JST BE
STEPPED ORSE~TED TO PREVENT WEOGC ACTION. (REFERENCE ARTICLE
502. to 1.0.0.T. S.S.RB.C.) CARE SHAlLAlSO BE TAl<EN AS NOT TO DISfUPT
THE JOINT WMP FROM THE JOINT DUAlNG THE flACK FIll P!'IOCESS
STORMTRAP SPECIFICATION
t TOTAL CoveR: MN. f1-ff'MAX. :1-5"CONSULTSTOflMIlW' R:>RAOOITlONAL
COVER O~TlONS
2 CONCRETE CHAMBER DESIGNED FOR AMHTO HS-20'NHEEL lCWl&
3. rCAB.E~ACT.tIrr_-'_""'__
'iI. 1!~Y"'wIU_.&r""
5. ~~ RTIGHT-PlEASEAD\IISEIFAWATERTlGHTSOLUTlON
IS NEEDED
-------
------------
----------------
-----------------
----------------
-----------------
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..... NO.
6540
1IlI&-Ot8l
-
DIMENSION Of' STOFIMtIW' S~TEM
ALLOW FOR A ll/4" G..... BE'JWEEtj EN:)> lNT.
2 ALL DIMENSIONS TO BE\9lIAED
IN THE FIELD BVOTHl3'lS
8 STOfIAGEPAOVIOED..32<I.I53.5DCUllICFEET
RECOMMENDED
ACCESS OPENING SPECIFICATION
1 A TVPlCAL ACCESS OPfNlNG R:>R THE STO!'IMTf\f<P SYSTEM RANGES ffiOM 'l'-(J'
TO:r.qlND\NroE1ER ~RS1OPHi1lW>lSCl\PAaU:OFH.IMNG~
LARGER fI..f,l,N ~NI' IN C1lAMETER
2 PlASTIC C<>>.TE) STEEL STEPS PROOUCED BY MA- 11\oDU!l'!1'llES PART lfPS3-PFC
(SEE DETAIL TO llie RIGHT) ARE TO BE PlACEDINS/OE1HVLNTWl-&IEOEfMED
NECESSARY. lliE HlGHEST STEP IN THE l.-"l1T IS TO BE PLACED A DISTANCE OF 1'-(J'
FROM lliE INSIOE EDGE OF THESTORM'ffiAP LNTS. Al.J..ENSlJNGSTEf'SStW..l.
BE PlACE.",lli A MINlIoIUol OlSTAN::EOfl'-4-BETWEEN ll-EM. STEPS MAY BE
MOVED OR ALTERED to AVOlC OPENNGS OR OTHER IFflEGLlARITlES IN TH: UNIT.
3 STORM1l\N' UFTlNG II'IoSERTS MAY BE RElOCAlEO TO ~DEWlTH n-EN::CESS
OPENNG OR THE CENTB'I OF GRAvrTY Of Tl-E LINT N> NEBlEC.
4. STORMlRAP ACCESS OPEMNGS !MY NOT lNTEFlFEFE WITH WITH IflIEr N>CJIOR OUTlET
OPENINGS
5 STORMTAN' ACCESS oPENINGS MAY NOT ElO:EED A DISTANCE OF 5t:1.(j' I~
WITHOUT A CONSECl1TlVE CORReSPONJIN3 ACCESSClPENlNQ
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RECOMMENDED
PIPE OPENING SPECIFICATION
, m,r---------..-
""IM\A1 DISTANCE FROM Tl-E BASE aM RlX>FSLAB StWL BE M:llESS 1l-I.fI,I Nl'.
Al.LOPENlNGS MUST RETAIN AT LEAST l'.(j'OFa..EARoYrCEI'< Al.J..OlRECTlONS
ffiOMTl-EBJGEOFTHE:S'TClRMTfW'1..NllS
. ~~---_.-
KlK'IiII\K1IP-"~-
-
RECAST CONCRETE MODULAR STORM WATER DETENTON
P.o. BOX 782
MORRIS, IL 60450
1-815-941-4663
2O'0F'12"
PIPE 0 O.JQX
($>
---
-
"-'
~
ELEVATION VIEW
Nt'
-
OUTSIDE WALL
....-r
........7
SIDE VIEW .
STORMTRAP MAINTENANCE PROCEDURE
THE FOLLOWING PROCEOURES NIE FOR THE !llWNTENANCE OF STOI'M'tlW'
AS SUOOESTEO BY STOI'MTRAP, LLC. ALL REGlAATIONS SET 8YOO\IEFHING
BODIES FETAIN PRECEDENCE CNER THE SUBSEQUENT lNSTRlJCTlONS
STQAMTR"IJ> SHOULD BE MAlNTAlNEO REGULAPLY FREQUENCY OF ClEANING
WILL VARY DUE TO SITE CONOiTla.lS ANDSTOAAGE CAPACIlY. hWNTENANCE IS
REQUIRED EVERY 3 TO 5 ~ Ol'l'NHEN SEDIMENT CCCUPlES MORE THAN
ONE.TENTH OF lliE SYSTEMS VOWIrllE. lNSEPECTIONS SHOULD BE PART OF
STAN~FI) OPERATING PROCEOURE
OOt<<)T EtI.~S1Cf1Ml'l'U,I>UMLESS I"RO>'El'lL Y1lWNEO. EQUlPED. AND
QUAUAED TO ENTER,," CONFIWED SPACE IoS DENTlAEO BY LOCAl
OCCUP,," TION.\L SAFETY AND HEAlTH FEGULATIONS
MAINTENANCE IS PERFORtoEO USING "" VACUUM TRUCK REJoDVE CCNER
~ lJIIIlT ,,"T GRADE AND LOWER HOSE IN SUM'> PIT. V,,"CUI.A'I TRlJCKS ARE
,,"BLE TO REM:J\IE WlTERAL Fl'IOM,," MfJQMJM DlSTI\HCE OF lliRTY-TWO
FEET BELOW GRADE. SEDIMENT WlY BE FUlSHEO TOWARD lliE SUrvP PIT TO
PROVIDE A MORE TI-1OAOlJGH !'EMJYAL
STOAM11'lAP MOOULES S~Ll8E ~UFACTURED MX:OAOING TO SHOP DRA.WINGS
,,"Pf'ROVED BY THE 1l'loSTAWNG CONTRo\CTOA Alii'> ENGINEER THE SHOP
DRAWINGS SHALL INQjc.r.TE sIZE AND LOCATION OF ftOOF OPENINGS N4D I'<LETf
OllTLET PIPE OPENINGS
STOfNTRA,P SHA.LL BE INSTALLED IN ACCOROANCE WITH ASTM CSI-OO
STANDARD PAACTlCE FOR INSTALlATION OF UNDERGROUND PI'1lE.cA-ST
CONCRETE UTILITY SmuCTuf:IfS. THE FOlLOWING ADCITIONS AND/OR EXCEPtIONs.
S~,tJ>PLY
"'- SPEClACATlONS ON THE ENGlNEER'S DAAWlNGS SHA.LL TAKE PAECEOfNCE
STOAMllV.PMOOULE$SHA.LlBE PlACED ON LEVELFOUNDATlON (SE:ESHEET3.1)
WITH A Nl" O\/ERI-lo\NG ON ALL SlOES THAT Sl-Wl. BE POURED IN A PLACE BY
INSTALLING CON'TAACTOR
USE A BfUSH OR WET ClOTH TO THOFlOUGt-l. YCLEAN THE
OUTSIOESURFACf;:AT THE POlNTWHEIl.E WoE .lO'IO'I'WAII?IS
TO BE ,,"F>PLlED.
"" RelEASE PAPEA PROTECTS lliE BUm SEALANT sm Of THE
JOINT WAo\P. WAAP lliE BUrn. TAPE {BUTYL SIDE DOWN} AROI.A'<lD
HE STRUCTURE, REt<<MNG THE RELE.\SE PAPER I\S YOU GO
PRESS THE JOlNTWRAP AIM.. Y AG\IJltST THE STO~
MODULE SUI'Fo\CE 'NHEN ,,"PPLYING
THE S~P M:x:llA-ES SHlr.LL BE PlACEDSUCH THAT THE~
SPACE BETWEEN A[lJACENT M:lOUlES DOES NOT EXCEED 311t'. F
THE SP-'CE EXCEEDS 311f', THE MODlA.ES SIiIr.LL BE RESET WITH
,,"PF'ROPRlATE ADJUSTMENT Mt.DE TO UNE AND GAACE TO BRING THE
SPACE INTO$PECIFICATION
-------
------------
----------------
---------------------
----------------------
JORWALL.
OF STORMTFIAP
CONT. CONCRETC FOlN)ATlON
FORSTOR.W'TfW>S"f'S'l'BrA
SEE SHEET 3.1 FOR DETAILS
5'-0' SINGLETRAP
'0 JOINT TAPE APPWED AROUND
THE PERIMETER OF THE S'tSTEM ON!.. Y
~
JOINT TN"E INSTo'J.lATION
RECOMMENDED
PIPE/RISER SPECIFICATION
1. CONNECTING PIPES SHALL BE INSTAI.1B) Willi A l'.(j'~ CClUAR. /lM},,"CClNCf'ltTE
CAADU': FOR AT Lf/oST ONE PIPE l..ENI3TH. N> SI--lOWN. "" smu::TVFW- GFW:lE CONCRETE
OR GRQUl Wil'r-I,. ~28 DlIY COMPfESSrVESmEN:iiTH OF 3OOOp...i. ~ BE IJ:S8)
2. THE ANMJLAR SPAJ:E BETWEEN THE PIPE N40 TtE l-DLE Sl-W..L BE ALlEO WITH
NOfIl-SHRINKGiROUT.
SEE DETAlVC"
RECOMMENDED
INSTALLATION INSTRUCTIONS
1 ClEAN,\NO LIGHTLY LUBRlc.\TE ALL OF PlPE TO BE 1NSER1EI lNTOSlORMllW'
2 IF PIPE IS Clfr. CARESHOLILD BE TMEN TO AilDN NOSHNlP EDGfS 1lEIIB..~
LLeRCAlE LEAD END OF PIPE
3. A1JGNCENTEROFPIPETOCORRECTELfVATlON/IK)lNSEFlTMO~
WAl1.OF
DETAIL "C"
CONNECTION DETAIL
(NOT TO SCALE)
TCH IN FOIJPC)ATlON
TO AlLOW INVERT a= PIPE
TO MEET THE INVERT OF
THE FOUNDATION
Nt'_
---
_OF_~
~'BAAS"'.O.C
~ IN 80TH D1RECllONS
STORM TRAP FOl.N)AllON
NOTES
1. 4.000p...i.@28OAYS.~EN11lAlNEDNR,,,.MAX.SLlJMP.
2. NET AlLOWABlE SOil PRESSURE GREATER THAN OR EClW.. TO l.soo pd
3. SOIL CONDmoNS TO BE vERIAED ON SlTE BY oTtERS.
4. 1'-O"OVERHANQ AROUNDOUlSlOEa=SlSTEM
FOUNDATION
PIPE CONNECTION
~::><::~
RISER DETAIL
DETAILS
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"D'G SAFELY"
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"'T'S THE LAW"
CALl2~00I)SlIE1rJRErouDiC
1-8!!-!!!;,;;44
PVl lI\I[MNO, $TA,TE l>>IlCl'I-'~2e
IT IS AGoUNSTTllE .......'0 EXCAVATE
W1THOUT~HGTlfEUfOEIlGROUNO
LOC.O.TIONSfJMCE1'llO(2)'IIIOIlI(1OIG
I)O.YS8EI'0Il[COWW(JlCltlG~_
LANDSCAPE
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SHEET NO
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PROJECT NO.
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PLANTING LEGc'ND:
EB SPECIES
QUN<mY DETAIL "E"
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PLANT SCHEDULE
F'1<~yN I BOT",NICAL N......E COMldON NA,ldE SIZE IQuNI"TV~SF'o^ciNGlllE".-s
SHADE ffiEtS
&
... NYSSA S'!tVATleA BL....eI<GLf... g~~F'r
B URIOO[NDRON TUUF'IFERA TUUF' TREE ~~IP~~
e OUERCUS RUBR... RED O...K ~:jpr
o TlUA TOld[NTOSA SIL IJER UNDEN ~~IP~~
AS a'~T
SHOWN _IJII
AS a'fl[OlT
,"OWN
AS a' >'lEon
SHOWN _1l1oi
"'S a'I€lGIiT
SHOWN _1l1oi
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ORNAMENTAL TREES
E CERClS CANADENSIS
'rQREST PANSY'
. I CQRNUS f"lORlDA
G IldALUSX'REOJ"'OE'
I X I I
I X I I
SH~WNla~T
SH~SWN II;':'':'
SH~I.~=T
I ~;:=..c ~~~!P~~
:, n.o-EJINO d~~ip~~1
~~~~iLE d~~lP~~
EVERGREEN TREES
~-,
H lplNUS NIGR'"
J PICE....PUNGENS
'GLAUeA'
....USTRI...NPINE ~ I I X I I SH~;.,.,.I
~~~tEY BLUE ~ I X J I SH~~ I
SHRUBS
I< BUXUS X 'GREEN GEW'
GREEN GEld ~'-)l' X
80X'MJ00 -
JAPANESE "
HOlLY
GOlD COAST "
JUNIPER
HETlldlOGET "
ARBORVITAE
X .J~2':;~.
X .J~2~'
X .J~ 2~~'
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L ILEX CRENATA
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..J..m\PER\JS CHINENSlS
lol 'GOlD COASr
THUJAOCCIDENTALI$
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BUILDING FOUNDATION AND ENTRY PlANTINGS
@
P ......ELANCHI[R X
GRANOIFlORA
R JUNIPERUS CHINENSlS
SARGENTlI'VlRIDIS'
.oLJ''''''''I..l.lMa: 1~' 2"
$(~"'CE!IOIll' CALIPER
....S .'I€IGHT
SHOWN _IJII
X SH~~~
X 3'O,C.~.
CHINESE
JUNIPER
I'
o S ?AN1CUM V1RGATU'" SWITCH GR"'SS 13
T ~:G~~"'PLlCATU'" ~ 2~. X 3'O.e
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=~ I~ _-.__.':::"'-:=".._u \
, - - - , ,-KA,,,,,,-,~l-~- --~......-- """'" -- -~-', '\ \\'
, , ,,\--1' .... \ \ \
SEIDElHL'" il!fJIIJJS ... ~, ,--\,I~----l
. ' , '>.J ~ v./ l@ "'-,__ ;;."\ '\\'\
& --1--------------- , h..' i ~ /----+- \ ~ \,
--.-..... -..;;.--..;;.-~-- \ ~i I . ,~. > V\'\.-::i' -~ '......</ "' - \ \~,\I,'"
------,;;~;.~.~------j ~~~ - -- - !~ .,.~ . _~__ ~ I ! III ~ \\, ~ JII.---M \ \ \\
~~~; i~ I. ii1i;I-.17ii.i.....-j 1II1I fill , I1111 m' \Q2' \'\.,
n-- · 'u) : IIII!IIIIIII 1m I F1)1111 -1 "1::= ~~ \ \\....
Lc-'a=' -- I JI ~ncfdIIIU.~irllddllll~/d- "'S ~-::\ '.,1\
-"-- -- . ',III mq III I I ;111 t:f~lllll ~ ~ ~..,.~ ~ \,~ . \ \ ."\,,
1 ^"~ I. II11111 I III \ \ 1111l~ ~ ~ . ~~ ~\ . __ ~\l<\\ \\\
- .... IIII1I11 'III II 11'1 I I "I' P \, " ^ I,'
I, , _I ., ,',I
i. .alii III m'. I m,ITrrrllmill mllm ~.I ~ ;:= · 3 ~. "'." ",.,. \\I~ V"
ITSllllil"lf' i;U\~';;::I.::I:i.....'. ~ ~~\ \;\,\11
~_' 1'111'1111111 I' m - __ ~_ ~ \\ " I\\"~
T 11:i,:i':"I:{:::iJ fi-:u H~::mT:t~l& "~\,\~
lLL~: :: : : : : : :: :,::::: II : : : it 00 <== ~ >I e- L \~ ~\
1 ' -;--- 7"F.-='.__ -, \ \ \ \,
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C-176-SGR-OR
SHIFTED DOCK
CENTER EN'TRY, GARDEN RIGHT, GROSS S.F.
(EXelUDINGGAROENCENTER)"" 176.459
GROCLRY FRONT CANOPY S.F.
(NOT INCLUDED IN GROSS SQUARE FOOTAGE) = 1,842
GW FRONT CANOPY S.F.
(NOT INCLUDED IN GROSS SQUARE FOOTAGE) '" 1.250
FFE =901.50
>:~
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170' FOLiNOATION WALL REQUIRES POINT VALUE OF 4.0
'rm.m; 2_0 POINTS MUST BE SHADE, ORNAMENTAL. DR EVERGREEN TREE
.l...__-.I 5 EVERGREEN TREES .. 2.0 POINTS, 40 SHRUBS .. 2.0 POINTS
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13
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DETAIL "C"
DETAIL "D"
l'I~::_::::~-2~;-~:~:jO~inB~~~~~~~~~~~~;v~~~i:o~~~-:~:::::~
Cl 5 ORNAMENTAL TREES .. 2.0 POINTS, 40 SHRUBS .. 2.0 POINTS
;;;
DETAIL "B"
336' FOUNOATlOtl WIILL REQUIRES POINT VALUE OF B.O
4.0 POINTS MUST BE SHADE. ORNAldENTAL, OR EVERGREEN TREE
10 ORNAMENTAL TREES '" 4.0 POINTS, 60 SHRUBS .. 4.0 POINTS
" ~ ~
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SCAlE: 1" = 50'
1""'-- ,
0 25 50 100
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