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Home My WebLink AboutPacket 12-05-06 L EC-2 EC-l WS-2 EC-4 EP-3 ES-2 ESF / ~ RECEIVED NOv"" DOCS EC-4 EC-2 EC-3 ES-2 WS-l BR-l FRONT ELEVATION EC-4 WS- Ws- ES-2 CS-l ESF EC-l EC-3 EC-2 EP-l ESF BR-l RIGHT ELEVATION WEST CARMEL MARKETPLACE, AL SEPTEMBER II, 2006 WS- EC-4 EC-3 WS-1 BR-1 EC-1 EC-4 EC-3 EP-1 ES-1 ESF BR-1 REAR ELEVATION SERVICE ELEVATION WEST CARMEL MARKETPLACE, AL SEPTEMBER 11, 2006 EC-2 EC-4 EC-1 ES-2 EP-1 ESF WS-2 EC-1 EC-4 ES-2 WS-1 EP-2 EP-l l~ ~ EXTERIOR FINISHES KEY: WS-l: WOOD SIDING: PAINTED SHERWIN WILLIAMS COLOR #SW6122 CAMELBACK WS-2: WOOD SIDING: PAINTED ICI DULUX #205 CORDOVAN ES-2: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH: SHERWIN WILLIAMS COLOR #SW2914 VERMILLIAN BR-l: BELDEN BRICK - COLONY RED STANDARD SIZE CS-l: CORNER STONE: COLOR TO MATCH COLONY RED EP-l: EXTERIOR PAINT: SHERWIN WILlIAMS COLOR #SW6122 CAMELBACK EP-2: EXTERIOR PAINT: SHERWIN WILlIAMS #SW2914 VERMILLIAN EP-3: EXTERIOR PAINT: SHERWi'N WILlIAMS #SW6124 CARDBOARD , ESF: ALUMINUM STOREFRONT SYSTEM: 2U X 4 1/2u CLEAR ANODIZED EC-l: PARAPET WALL COPING - SMOOTH RADIUS ROOF EDGE: PREFINISHED TO MATCH SHERWIN WILLIAMS COLOR #SW6122 CAMELBACK EC-2: PARAPET WALL COPING - ARCHED: PREFINISHED TO MATCH SHERWIN WILLIAMS COLOR#SW6122 CAMELBACK EC-3: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILLIAMS COLOR #SW6122 CAMELBACK EC-4: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILlIAMS #SW2914 VERMILLIAN WEST CARMEL MARKETPLACE, AL SEPTEMBER 11, 2006 / P; ,-NEO ii . ~- / rl ~ '\f\j:. rDVS ; DWINELL:S , : VISUAL ! SYSTEMS 1112 East Nob HIli Blvd" Yakima. Wa. 98901 National: 1-800-932-8832 local: (509) 248-3772 Fax: (509) 457-8026 Webslte: www.dwinells.com Job Name 7 I RED ROBIN -Job location 7 I WEST CARMEL Salesperson -} I SANDY DAEMEN Designer 7 [ . JLE Design #/Date -} [WEST CARMEL MARKET PLACE INT 02 Revision #/Date 7 :1 . Sheet # -} I. 1 OF 4 Drawing Scale 7 I ElectrlcClJ Req, J ELECTRICAL SERVICE AND WIRING, Purch,aser s~oll furnish and install electrical S8rv1ce fee wiring and switches of adequate capacity so as to fully comply with all legal requirements and shc:'1I bring service to a pint immediately adlacent to and connecting with display and shall pay aU chargers for electrical current and electrical service required or used for operation of display Volts ""7 ,Amos ,7/ 1- . .__ M--:} ,.Clrcults,_ Approvals 7 This original deslgnls) Is the exclusive property of Dwinell's Visual Systems & Is protected by federal copyright lows. Any reproduction, or construction of a sign similar to the one embodied hereIn Is expressly prohibited. without the p;lolr wntten consent of DVS. Dwinell's Visual Systems reserves the right to substItute products of like kinds & quaUty as It deems appropriate In the construction of sold d\splay{s)1 The ptoposed dlsplay(s) Is contingent upon verlfl~atlon of all conditions. dlmens]ons & Is subject to local ordinances. Conditions may warrant Installat]on extras. Ci'ient Approval/Date 7 [x / Landlord Approval/Date'] X / Sales Approval/Date -; X / ~ t' ALL LETTERS WILL BE INDIVIDUALLY MOUNTED NO RACEWAY WILL BE USED REMOTE TRANSFORMERS 13'-0 II -Ii 2'-23/ II .063 RETRUNS .80 ALUMINUM BACKS e II-CW- pel liNEAl SPECIAL 40 SQ FT CURVED Wall.kg FACE Channel Letten & TUDE MARK LINE PAINT SPECIFICATIONS BRONZE RETURNS OUTSIDE MATTHEWS 42-204 INSIDE WHITE WHITE FACE WITH BRONZE TRIM CAP 6500 WHITE NEON 5" ALUMINUM CHANNEL LETTER PANTED BRONZEK 42-204 INSIDE WHITE FACE VERIFY IF COpy WILL FIT ON CURVED WALL ALL WILL NOT BE LEGIBLE AT ONE TIME 15 MM NEON 30 MA ILLUMINATION ELECTRO BITS PYROLENE ELECTRODE INSULATORS SILICONE ALL PENETRATIONS HIF- FLEX MAX INTEGRAL SLEEVE G.O.T. THRU FLEXIBLE CONDUIT TO ALL PENETRATIONS TRANSFORMERS IN TRANY BOXES INSIDE PARAPET WALL WIT PORTS ON BACK SIDE FOR ACCESS GROUND WIRE RMER TRADE MARK LINE: ALUMINUM CHANNEL LETTERS 5" MATT BLACK RETURNS WHITE FACE WITH 1" BRONZE JEWELlTE TRIM WHITE LED REMOTE POWER SUPPLY REMOVABLE ACCESS PORT ON BACK OF WALL MOUNT TO FASCIA 3/4" OFF WITH NON -CORROSIVE FASTENERS AS REQUIRED APPROX. 3" 5" ALUMINUM CHANNEL LETTER PANTED BRONZEK JEWLITE TRIM WHITE FACE WHITE LED POWER SUPPL: MOUNT TO FASCIA 3/4" OFF WITH NON -CORROSIVE FASTENERS AS REQUIRED APPROX. 3" NORTH ELEVATION GC WILL NEED TO REMOVE HORIZ. DECOR RIB OFF BUILDING THE LENGTH OF SIGN PLUS 2" 50 SIGN WILL BE FLUSH MOUNTED AGAINST WALL 'DVS DWINELL:S VISUAL SYSTEMS 1112 East Nob Hili Blvd.. Yakima. Wa. 98901 National: 1-800-932-8832 local: (509) 248-3772 Fax: (509) 457-8026 Webslte: www.dwlnells.com --:JobName J RED ROBIN --:Job Location ---;; WEST CARMel ,- Salesperson 7 t SAN~~ DAEME~_____J Designer [ JLE Design #/Date J [ WEST CARMEL MARKET PLACE INT 02 [::"~ .-..- ~ Sheet # 20F 4 Drawing Scal8------J V2 =- Elec::!!IC~!!.~~::=-=--_--==7 ELECTRICAL SERVICE AND WIRING: Purchas.r shall furnish and install electrical service fee wiring and switd1es 01 adequate capac;ty 10 as fa fully ::r:ri::' se~': ::i~=i;:: adjacent to and connecting with display and thall pay all chargers /or oIoctrical current and electrical seMce required or used for _~~~~~~tio~_ of 1i20 ~~!!_------~) . ._~~!-~-::======] 15 ~c~rc::~i!~~>~=~=~) ? ~Approvafs-------->J This original deslgn(S) Is the exclusive property of Dwinell's Visual Systems & is protected by federal copyright laws. Any reproduction. or construction of 0 sign slmllor to the one embodIed herein, Is expressly prohibited. without the prlo!r WlllIen consent 01 DVS. Dwinell's Visual Systems reserves the right to substlMe products of like kinds & quality as It deems appropriate In the construction of said dlsplay(s)1 The proposed dlsplay(s) is contingent upon verification of all conditions. dimensions &. Is Subject to local ordinances. Conditions may warrant Installation extras. ~CilentApprOval/Date-J X I ~Landlord-ApprovaI/DateJ X / - Sales Approval/Date J X I ~ t ALL LETTERS WILL BE INDIVIDUALLY MOUNTED NO RACEWAY WILL BE USED REMOTE TRANSFORMERS 13'-0" l-j 2'-23/ " .063 RETRUNS .80 ALUMINUM BACKS 4]) 40 SQ FT RR.N. pel liNEAR NEW Flat Wan bkg FACE Channel Letters & TUDE MARK LINE PAINT SPECIFICATIONS BRONZE RETURNS OUTSIDE MATTHEWS 42-204 INSIDE WHITE WHITE FACE WITH BRONZE TRIM CAP 6500 WHITE NEON 5" ALUMINUM CHANNEL LETTER PANTED BRONZE 42-204 INSIDE WHITE FACE REMOTE TRANSFORMERS 15 MM NEON 30 MA ILLUMINATION ELECTRO BITS PVROLENE ELECTRODE INSULATORS SILICONE ALL PENETRATIONS HIF- FLEX MAX INTEGRAL SLEEVE G.O.T. THRU FLEXIBLE CONDUIT TO ALL PENETRATIONS TRANSFORMERS IN TRANY BOXES INSIDE PARAPET WALL WIT PORTS ON BACK SIDE FOR ACCESS GROUND WIRE RMER TRADE MARK LINE: ALUMINUM CHANNEL LETTERS 5" BRONZE RETURNS WHITE FACE WITH 1 "BRONZE JEWELlTE TRIM WHITE LED REMOTE POWER SUPPLY REMOVABLE ACCESS PORT ON BACK OF WALL MOUNT TO FASCIA 3/4" OFF WITH NON -CORROSIVE FASTENERS AS REQUIRED APPROX. 3" 5" ALUMINUM CHANNEL LETTER PANTED BRONZE JEWLlTE TRIM WHITE FACE WHITE LED POWER SUPPL; MOUNT TO FASCIA 3/4" OFF WITH NON -CORROSIVE FASTENERS AS REQUIRED APPROX. 3" GC WILL NEED TO REMOVE HORIZ. DECOR RIB OFF BUILDING THE LENGTH OF SIGN PLUS 2" SO SIGN WILL BE FLUSH MOUNTED AGAINST WALL WEST ELEVATION DETAIL 'DVS DWINELL:S VISUAL SYSTEMS 1112 East Nab Hili Blvd.. Yakima. Wa. 9B901 National: 1-800-932-8832 local: (509) 248-3772 Fax: (509) 457-8026 Webslte: www.dwlnells.com ~Job Name J RED ROBIN - Job Location ---J WEST CARMEL Salesperson J SANDY DAEMEN Desgne'-----7 I JLE - Design #/Date 15.635 7 [ WEST CARMEL MARKET PlACE INT 02 - Revision #/Date -J L~.et#---- -J [ 3 O~_________.___} Drawing Scale [Y2 ...: I -U -----------.----1 ._~<?!rIC~~!_l!:____/ EliCTllCAL sEMa AND WIRING, Purchaser shall fumish and instoll electrical service fee wiring and switches 01 adeq_ capacHy 10 as to Ivlly comply with all legal requirements, and shall bring ..me. to a pint immediately adi_ to and cannecting _ display and shall pay aU chargers for electrical current ancl electrical semce required or used for op.ration of display vo"ifs-----1.120 ~;~~~=~~~! 12 l:~:~~~ciji.:=~=-l.---] ~~~~I~~J~~~~(~ls~alth~st:~~u~v: protected by federal copyright laws. Any reproduction. or construction of a sign similar to the one embodied herein, Is expressly prohibited. without the pllolr wrl1ten consent 01 DVS. Dwlnell's Visual Systems reserves the right to substitute products of like kinds a. qualtty as It deems appropriate In the construction of sold dlsplay(s)1 The proposed dlsplay(s) Is contingent upon verification of all conditions, dimensions a. Is Subject to local ordinances. CondItions may warrant Installation extras. ------------J Client Approval/Date X / -- Landlord ApprovaltDate] X / ~- Sales Approval/Date J X / ~ ~-~,~... ~~....,.;-~ ~ <;;.~ ~E'--:.( ~~"f,~"'~\,r~"""'$ '.., ~~~"~';';~~~l ''''~ ,:.,~,: ,~~:::.~.~';. '::~;'ff.>51!"l~."',-~'t." ~*J" ~~p'" ~ ''1~_-.:~~:;./fJ<'" ~.,;:r::}' . ;~fr~~T."'{'~~i\:t\,.~c:> -~;: !>~ ",'i'if[' ~-:1--~ :!i~\.. >~~"D "" ,;,--:, ,~~W~~"~p~ "'" ~,z~- .".. ~~:~~ ~,(..)., l7FJ.'t-;'~~~:;;:~R{;*,~~~~lf.l~';;G.~~"J.'i;~",~j(g....~~~::.i ..... =~-=~~' "" -., ~-'"-:. - "';s ~ =_- '..,-'... _, _ ~v. <=~ .... . ~.~f"';i,~~1i~~J~~~;'j::'!:%;f,I~~'i~~~t4i~I~1i~~~l;.;..~,~~~~~1r;~'i'#'"H1"I'if,l~~~1~ri~Ji.l~.~p~.~~~'z~~~~'i~it,..i't~t~~'$~1f;~~F,~\:i~~ki.'~j~~';'-III'\\~~g~~."~"';'i~'..{iJt~:>'i:i~~~!~.~ilit~..k"b~~.i'~~~~~~~~~ii;t'4.ill,1:-R~'%~_~15[~'!:~;r:if~~{~~"~'\ . " -',,' ',... 'f."~i"-"\"!!i}"""=!t~~"."""-~""'Jf1"' ~~=~@""i\ii:~;!"i!"-"~~il#J;J!"""*1l!<"'ir"",,,,~.<l~., ''!Ii!!)J. M r.'~~i\1I5!i(!.\'i:'ik"m":ii""'M;'~W~ > · 'if "~~~<'>~'"''~~!i?,''~~,,,"._'&W~:w''' 'i!!1m,'l ~"" > ~3>1i7~~~iltf' .,,~""~,t,_ 1!C~ --?.Qi{1 ~ -" """""""';l{,;,."".",-,""";t'1';"""'e!f'~:t3."-."",,,,,.~:."?yu",,,-,.... " . , INSTALL METHOD #1 .----- POLE DIRECT BURIAL INTO GROUND SACRETE FOOTING APPROX 12"X12"X18" DEEP SIZE TO FOLLOW LOCAL CODES ~III.. I ~ IIII ~ '. I .: IIII ~ I ~ IIII ~ ~III.. ~ III.. ':.... 3'-0" 2.95 sq ft Single face non-illuminated .125 aluminum panel, round corners attached to poles. Background printed burgundy (PMS188c). White vinyl coPY. COVER WITH GPS CLEAR VINYL OVERLAY 1 SINGLE FACE SIGNS f"DVS DWINELL:S VISUAL SYSTEMS 1112 East Nob Hili Blvd,. Yakima. Wa. 98901 National: 1-800-932-8832 " Local: (509) 248-3772 Fax: (509) 457-8026 Webslte: www.dwinells.com Job Name J RED ROBIN ,~ Job Location J WEST CARMEL Salesperson j I SANDY DAEMEN ~Deslgner J I JLE Design #/Date j I WEST CARMEL MARKET PLACE INT 02 Revision #/Date "7 l ~heet # J I 40F 4 Drawing Scale J I Y2 -,r-u Electrical Req. ..I ELECTRICAL SERVICE AND WIRING, Purchaser shall furnish and install electrical service fee wiring and switches of adequate capacity so as to fully comply with all legal requirements, and shall bring service to a pint immediately adiacent to and connecting with display and sholl pay 011 chargers for electrical current and electrical service required or used for operation of display Volts .~ . ~Ii)ps " ,< - H,J J-ClrcultS--=:1 Approvals :J This original deslgn(s) Is the exclusive property of Dwinell's Visual Systems & Is protected by federal copyright lows. Any reproduction. or construction of a sIgn similar to the one embodied hereIn, Is expressly prOhibited, wIthout the priolr written consent of OVS. Dwinell's Visual Systems reserves the right to substitute products 01 like kinds & quality as It deems appropriate In the construction ot sold dlsplay(s)1 The proposed dlsplaYls) is contingent upon veriflcatlon 01 all conditIons. dimensions & is subject to local ordinances. Conditions may warrant Installation extras. II '""Client Approval/Date J I X / Landlord Approval/DateJ , X / Sales Approval/Date '7 I X / ~ 20" o COUNTER SINK SCREWS IN FACE SINGLE FACE NON-ILLUMINAlED .125 ALUMINUM PANEL WITH DIGITAL PAINTED HEAD BURGUNDY PMS 188C GRAPHIC OVERLAY APPLIED TO FACE' SLIP OVER POLE AND FASTEN DO NOT PUT IN LETTERS . BOLTTHRU POLE TO OTHER SIDE BACK INSiDE OF ALUMINUM SIGN SLIP OVER POLE AND MOUNT FABRICATE ALUMINUM ANGLE BRACKETS TO SUPPORT BLADE PANEL BACKGROUND PRINTED RED-TO-ORANGE GRADATION FROM UPPER LEFT RED PMS 187C TO LOWER, RIGHT PMS 1655C (DIAGONALLY). BORDER TO BE BURGUNDY (PMS 188C). VECTOR ART TO BE PROVIDED BY DVS. "RR" LOGO CIRCLE TO BE DIGITAL GRAPHIC DARK RED PMS 187 CENTER. BORDER L. RED PMS1795. .'RR' DARK RED PMS 187 WHITE OUTLINE AND BLACK OUTLINE WITH DROP SHADOW. "TO-GO" COPY TO BE 3M WHITE VINYL. "PARKING" TO BE 3M BRIGHT YELLOW (220-15). 1-3/4" MILL-FINISH GALli. ROUND STEEL PIPE SLIP SIGNS OVER POLE AND FASTEN MOUNT IN SACRETE BASE.COVER SIGN FACE WITH GPS CLEAR VINYL OVERLAY \ . ~~ SECTION I- VAL\/[ OPERATING NUl SHAl.L BE ACCESSIBLE THROUGH FRAWE ,. UD ..... ~ 8 4 '" WATER VALVE IN VAULT GENERAL NOTES 1. All Improvements shall be In accrodcn:e with the CIty of Carmel standards. latest edllon. 2. Removed pavement. sldewdk. curb end gutter. etc. std be cJsposed of at off-slle locations provided by the conlractorotl"is OM"I expense. D. Clay cut a"ld Cloy ffll with compaction v.ftIYl buIdng./pcI1dr' ald all other structural fiI aeas. E. Placement and compaction 01 day to standads as required on the construction plans to the desllTt subgcxje eIevaIIons. The Contractor will note that the elevations shoY.n on the construction pions en finished gode elevations cndthal pavement thickness must be subtracted to detemllne subgode elevations. The Contractor may obtain req.Ared dav fiB from on-slte excavation and OJHlte borrow excovaflon as directed by the Engineer. or Owner. F. BockflUlng and compaction behind new cUfbs end gJtten. t ~ EX.H'([)It&.Nl" . ex. BUFfAlO 80X EX.WATERlt'E o EX. SAHTNrfMH EX.SN-ITNrfLH o EX. STORM MH o EX.CATCHIlASlN EX. srORM lH .".". ExlSflNG aevAnON 'oa. EX.UTIUlYPOlf _"'_ EX.CONTOUR -= PROPOSED H'r'DRANI' . PROPO$EOVAlvt;VAULT __ PROPOSEDWAT'ERlH . PROPOSED SAt<lJAR'Y MH _- PROPOSEDSAtfiAAYLH ,. PROPOSEO STORM MH . PROPOSED CATOillASlN . PROPOSED NET C PROPOSEO F.es. __ PROPOSEOSTORMlH -+- PROPOSED DOWNSPOUT lH -,.- PROPOSED CONTOUR _ DRAINAGE 0IIlECTl0N ... EME~YOVERFLOWROUTE -.- SIlTfe.<<::f ~ PROfIOSEOPAVEM&lfGRADE V.I.F. VERlFYINFIElD EXISTING SITE CONDITIONS: FROM CIVil ENGINEERING PLANS TITLED 'WEST CARMa. MARKETPLACE - PHASE 1" PREPARED BY WOOlPERT. INC.. lAST REVISED 05/09/06. BENCHMARKS: NOT PROVIDED: CONTRACTOR TO CONFIRM PROJECT BENCHMARK WITH lANDlORDS SfTE CONTRACTOR TO ENSURE CORRECT DATUM. CONTRACTOR SHALL NOTIFY "HOLEY MOLEY" 48 PRIOR TO DIGGING: UNDERGROUND LOCATION SERVICES 800-382-5544 - 11/1UllJ1J1 ~ ... 6 -' W .:/ D ~, < 0 ,U VEO VI l1i RE.... 0,: w W " "" 0 l;; ~Qi2 9 ?~\l~ 0,: I :::l 0- e>. lXl e>. <( I ti:i 0 ICS I W Z ~U< o,::5b . :lXl - / :::ltJj< g;~' 0",0 ",,"" W ' 0~~ :J: W VI 0,: Z ~ W 0 -WI lXl~U -' ~ 0""- t::: o,:<~ I- Z UI ::::! Z 00-0- ~ :5 WIDO o,::;=Z U 0... Q ! ~ !:i~' en IU ~ ~~~ o ig~ -< .... ~;n! iE;;d Oc...r... Q ~ ~~ ~ :fi! ~ ~ :CFOI" O~\l~~ O~~~ ~ ~~~:;g ;~Bf ""'~U)....w 3. The Contractor shotl be responsible forthe Instalatlon ad mdntenance 01 adequate signs. traffic control devices. ad waning devices to Inlorm and protect the public during dI phases of construction. 04. 8aTlcodes end warrlng signs sholl be provided in occordcnce with standard Spedlicatlons. 5. All existing traffic signs. street signs. etc~ .....m::h nteri'ere with construction operations end not noted lor removal or dsposal shell be removed and reset by the contractor at locations as desl!j1ded by the engineer. This shall be considered incidental to the controct and no additional compensation shall be allowed. Damage to these lIems shall be repaired by the contractor at lis own expense. AI signs not requlred to be reset shall be denvered to the City or Coonty as appropriate. G. Movement and compaction 01 soil material from the construction of underground vIillties. 2 LOCATION MAP CIVil SHEET INDEX CloO CIVIL TITLE SHEET Cl.l SITE UTILITY PLAN Clo2 SITE GRADING PLAN Clo3 STORM WATER POlLUTION PREVENTION PLAN CIA STORM WATER POlLUTION PREVENTION PLAN C1.5 SPECIFICATIONS & DETAILS 8 MISCELLANEOUS SCALE: NONE Rewions ^ PLANNING SUBMmAl L::J.CJ9/07/06 ^ PLANNING SU8M1TTAl L::J.11/03/06 ^ PLANNING RE-SU8MJ'ITAI. L::J.11128/06 8. 8. 8. 8. Crown By Cneck.ed By H. To:P?oIl Placement to design finished gada elevations W mlrimum or as otherMse noted). I. If requIred. removal from slle of all excess oath materia IncIudng excess utI11ty trench spoD alter IinaI goctng. 6. An perma"lent type pavements or permcneni ~ Wich abut the proposed Improvement end must be removed. shall be saw-cvl prior to removal. AlIl1ems so removedshall be replaced with simila construction materials to their original condition or better. Payment for sawing shall be hc:Iuded in the cost lor removal 01 each Item a"ld replacement..... be pad under the respective Items in the contract. unless otheMtse Irdcated. 2. It Is the Contractor's responsibility to determine ct material metana quantities and q:>pralse himself of aI site cordtlons. The contract price submitted by the Contractor shdl be cons/defed as sum for the complete project. No c1alms forextra wor1c: wUI be recogrhed unless ordered In wrftlng by the CM/ner. 3. Proposed pavement areas cn::I v.tlen applicable. buldng pods. cttvewcys and sldewdks shall be excavated or filled to plus or rnhJs 0.1 foot of design subgrode elevations by the Contractor. .4. The subgrode shall be free of unsuitable material ad shall be compacted to a minimum of n1nety..five (95) percent of modRed proctor density. Testing for compaction shall be the responsibility of the Contractor. All test results shall be submitted to the Owner & Engineer. SCAlE: NONE WATER SERVICE CARMEL UTILITIES WATER Da>ARTMENT JOHN DUFFY 760 3rd AVE.. SUITE 110 CARMa IN <46032 (317)571-2..(51 SEWER SERVICE CLAY TOWNSHIP REGIONAL WASTE DISTRICT RYAN HARTMAN 10701 N. COLLEGE AVE.. SUITE A INDIANAPOLIS. IN.46280 (317) 8.<<-9200 ELECTRIC SERVICE INDIANAPOLIS POWER AND lIGHT DAVID SIMPSON I MONUMENT CIRClE INDIANAPOLIS. IN 46204 (317) 261-8222 Scole N.T.5. 00Ie 09/07106 7. The contractor to have a competent superintendent on the proiect site at dI times irrespective of the amoont 01 woo sublet. The ~endenI shall be capable of reoc:lng end understa"ldlng the plans and specllicatiors. std have full OJthority to execvle orders to expeclte the project. end shall be respc:lI'"5bIe for schedunng and have control of all work. as the agent of the general contractor. Faivre to comply with this pro....sion wfI reslAt n osuspenslon of wo<k. 5. Upon completion of the surface Improvements. the exCXMJtor sholl respreod 0 6" layer of topsoil on all dslUlbed krldscpoe aeas. TELEPHONE SERVICE AT&T BRAD BAilEY 5858 COLLEGE AVE.. FLOOR 2 INDIANAPOLIS. IN 046220 (317) 25204266 GAS SERVICE VECTREN GAS DAVE CATRON 600 INDUSTRIAL DRIVE FRANKliN. IN 046131 1317) 736-2925 STORM SEWER SERVICE HAMilTON COUNTY SURVEYOR'S OFFICE GREG HOYES ONE HAMILTON COUNTY SQUARE. SUITE 188 N06LESVlllE. IN 46060 (317) 776-3495 JOO2006-27 Sheet No. CloO 8. It sholl be the responsibility 01 the Contractor to rerT1O'.'e from the site any and dI materials end debrls.....m::h result from lis construction operation at no ockItional expense to the owner. 6. During conshvction operations. the Contractor shell nsUl"e posiItve site drainage at the conclusion of each day. SIte ctaInoge may be ochleved by dtctmg. pumping or a'ly other method occeptct:ole to the EngIneer. The Contractor's failure to provide the above lAG predude a'ly possible added compensation requested due to deIa;s or unsulloble materials created as Q result thereof. 9. The contractor shall notify the Munldpality ad or Goverrblg Agency :~:J:~~~~~~~~~~:d~~~t'aIe to prove that the work. done without notification was done occordng to the approved pIcrd. 7. Whenever. dJring construction operations. (7I'f loose maler1a1ls deposited In the flow nne of guHer. dralnage struch.xes. dtches. etc. such that the natufaI flow One 01 waferls obstructed. tIis loose material shall be removed at the dose of eachwortng day. At the conclusion of construction operations. <:II ctdnage strucIures and flow Ones shall be free from dirt end debIb;. Ttis v.ortr. shell be considered incidental to the contract. EARTHWORK 1. Woo under this section sholl Include but not be lIrrited to the follOYofng: A. Clearing end removing from the site. dI undesi"abIe trees cnd other vegetative growth within the construction aea. Tree removal sholl be kept to Q mIr*num. 8. All disturbed areas ootslde the right-of.way. pa1<ways ad detention areas shall be restoredwfthsod. 9. 5011 erosion control spedlications shall be considered as pat of this section. 10. Soli erosion control measures In accordcnce with the requirements of the Town of Plainfield ad the Slate of IndlQ"IO. 8. stripping of topsoil from all proposed structural crees. C. stockpiling 01 topsoil at locations as drected by the Owner or Engineer. Topsoil stockpiled forMvre use shaI be relatively free Irom large roots. sticks. weeds. brush. stones larger tha1 one (1) Inch diameter or other lIHeradwaste products Inducing other extraneous materlds not conc1JctJve to plant growth. Topson shall be stock.pIed In s~ to eliminate any rehcncllng or double movements by the Controctor. SPECIFICA TIONS SCAlE: NONE MJeller Centurion A-'UJ. Or Equal Pointed "'Safsty Yttllow'" NEENAH R-l0n-B. E..IW IOUHD OR APPIIOVED EQUAL FRMlE Wl'IM "WATE~ u>RINlEO ON 'lME COVER Wl'IM RAlSEDLEmRS.P1CKHCUS SHALL NOT CREAl[ OPENItlGS IN THE WANHOl..[ COVER 1'-0'" Min. ~ ~ Water Main 8eddlf1(} Material Con"ormlng To INDOT 903.02. Slzs No.8 0ntI 8"'x8"'xl6'" Solid Cone. 8 lock Or 6 "'MIn. Closs "8 '" Concrete 8ass On Undlsturbsd ground. NOTE: EXCAVATED AREA TOBE.tmoAND CQUPACTED CASllNG SHALL BE SET ON BllUUASllC .....TrRlAl BlTVllASTIt WAT'ER1AI,. SH-'lL BE PlACEO BETWEEN PRECAST REINFORCED CONC. SECllONS Notss: I. At HIgh Points Along Main Water L 1M IfhsrtJ 5. Hydrant Valves fTUst be restrained to the tS8 IncJlcottJd On Drawings. AnchOring T66 Shall with either 011 thread. or an anchoring tee. 8e StJt At ~5. Angle Upwards And C~tfMI To 6'" ~5. Bend. Main Water L Inti ShOll Be LowerfMI TO Provld6 Su.,.,'c'snt Covsr As Spscl-flBd. 2. All Joints Shall 88 RestraIned EXC6Dt In Run 0" Tes. 3. Hydrants Sholl 88 Set At 500' Max. HorIzontal OlsttTlC6. Or Lsss As SPtlCI"fIfMI By FlrtJ Departmsnt ~. Al I valV(Js ffUSt IncludtJ Posl-Cop or tJQUlvalent NOTES: 1. All UF"TlNGHOlE5.JDlNTS BETWEEN PRECAST REH"ORCEO CONe. SECnONS. GAPS BETWEEN PIPES a STRUCl\JRES SHAll BE l\ICl(P()Nl[O WITH H'l'DRAUUC Cft.ENT 2. ALL VAUlTS SHALL HA'o€ NEOPRENE COATED OR flBERGLASS STEPS J. PIPE CJP[N1NGS SHAll BE PftECAST INTO WAlL 4. PRECAST CONe. BASE TO BE CAST INlEGRAlWTH lOWEST WALL SECllOto1. D~QoII"ll_' en 5 CITY OF CARMEL FIRE HYDRANT ASSEMBLY DETAIL UTIlITY HOTUNE: WITHIN INDIANA: 1-800-382-55<< OUTSIDE INDIANA: 1~200 3 UTILITY INFORMATION SCAlE: NONE SQUARE PATTERN , - DETECTABLEWAR~OEr""" ~ ~ GfNEIAlNOTES ~~lI'dbe lnIlaIIedgja.d>raI'I'lPt.~crd ~rwfugellDlds.~ raIroodaoulngl.lIordpblton'n t<lges.Qndoltwr~"""" ~_~Io00AO ~~.~ wcwrirQIn:lllcUobehdalMlol "'QndcomlTMfda~ """"perlTIOI"lWIIIIofIIc:ClC:INoI deYlces_~I.n.~ tbpeollhl..,tll:nIorTypeB IanpllholIbltl:10;~.1I1M 'MdIholtMlr:lrlcIIngawa~ lhetopollhegnpandon obrIrudIonll....Ihon1.2ml.f'..(l") IhInhrt'lC\QTH.mtlopelhollbe 1:I2.AllIoperollDlcn~Of unII,oI.,.nIeol~lolds olholllDnld~(V:HI.M ~_"'m~~1 ......-- !:!!!!... .!!!tL ~"~'i"'~_._ ~~ ~~ __A" ,...... ......._ ~ '''''-IXIALA.-... ~ ~-- =-~-::::'- -.- ::;:..1 ..- ~=::B ~ "..... ....- 0- ... -- 11II-,,-- o.tecIoble'MJm/ngslhollcordlod vlluollyv.4lt1lhe~~ eoncNle bV 1M weollWd c::drHd """'"'"' 7 HANDICAPPED RAMP SCALe NONE HS48 REFERS TO CONTECH STORMWATER SOLUTIONS VORTSENTRY HYDRODYNAMIC SEPARATOR MODS. HS48. SEE DETAIL ON SHEEr CI.3 lAND COVERAGE SUMMARY TOTAL SrrE AREA = 1.97 ACRES PERVIOUS AREA = 0.62 ACRES IMPERVOUS AREA = 1.35 ACRES % IMPERVIOUS = 69% SITE UTILITY PLAN 10 = 20'-0. o 10 20 40 --- "- ~ o o N SITE UTILITY PLAN SCAlE: 1"'=:LQ'Q EX. BUILDING I I \ liICATESRImlllECUR8L.N: ARt:INGSTAU.STOIlE STRI'ED ON EXJVHG ASl"HAtTPARJ:INGtO\ 'nCOOflOINATEWlJHLAkltOllDJ -~71 r'r-Ti\1-I-\ ;6.v )6,1 I\,,)-'~ I I '\ 1 r i;;l~..oj-I' I I ""~~"" I I I P PA-l . I JJ ,:;...- 1. REFER TO ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS. 2. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 3. AlL CURB RADII ARE 2.5', UNLESS OTHERWISE NOTED. <t. ALL SANITARY SEWER SHAlL BE PVC SDR 35 PER ASTM 0-3034 WITH JOINTS PERASTM 0-3212. 5. ALL STORM SEWER SHALL BE ReP CLASS IV & JOINTS SHALL BE FABRICATED & INSTAlLED IN ACCORDANCE WITH ASTM C--<<3. 6. ALL STORM MANHOLE CASTINGS SHALL BE NEENAH R-:LQ15 OA: EAST JOA:DAN 1050Z1 M1 PER HAMILTON COUNTY SURVEYOR'S OfFICE STANDARD CT-2, UNLESS NOTED AS SOLID LID PERCT-l. 7. ALL STORM MANHOLES SHALL BE IN ACCORDANCE WITH THE HAMILTON COUNTY SURVEYOR'S OFACE STANDARD PLAN D-:LQ. CATCH BASINS SHAL BE IN ACCORDANCE WITH DETAIL D-:LQ, WITH THE ADDITION OF A 3 FOOT SUMP BElOW THE PIPE INVERTS. 8. WATERMAlN SHAlL BE DUCTILE IRON CLASS 5Q PER ANSI A21.5AND AWWA C151. 9. ALL CURB AND GUTTER SHALL BE TYPE II PER THE CITY OF CARMEl STANDARD DRAWING 10-11. 10. CONTRACTOR SHALL SUBMIT AS-8UILT RIM AND INVERT ElEVATIONS FOR STORM MANHOLE'6 PER HAMILTON COUNTY SURVEYOR'S OFACE OUTLET PERMIT CONDITIONS. 2 UTILITY NOTES ~ ... ~ J w ~ "" < U V) tci O! w W "" () t;; O! :r: => ~ a:l "" ti:iw~ ~U< O!:SO <>-< O~~ ()~~ Z--'~ a5~O 0"" - O!<~ U:r: Ol-~ WtCO O!;!:Z -0 g ex> ~ -' <( 1= ~ a:l Z => ~ :z 0... O! ~ () :::::; ~ i= Z => Z ~ ~ <no... " ~~~ i.S-----~~ _r_r_r_r_r_r~~_~~r_r_~ '-G'SAN.SElMCE0 1.10lli \\ '\. ,\~ , ~.\.:.>'\ \ '::.. ....--vI. \\ \ \ i~">' ,. \ \ ' . ., \..1 ~\\ \.,/ ,,-, -~/ \\\,,/ . ( \ SCALE: NONE E;.""'"'''''' er ~t:~~';~:.:q;:~.,,.~... I'{x;PAYfMENI '-'~;'!'...;~;..>;..:.....: """"'.t1DW.W.f. lTFlVMlOfTC:a.II G COMPACIID AGGIlEGAIl' , lASE COUISENO,.53 4 CONCRETE PVMTo ~ Rewlons ^ PLANNING SUBMITTAl ~ 09107/06 ^ PLANNING SUBMfITAL ~11/03/06 ^ PLANNING R&SU8MlTTAL ~11128/06 6. 6. 6. 6. Drown By Checked By \ \ /' ------/ v-- SCALE: NONE :~L.-'-'-"--' -_.".""."-",, tUMlNIl'IMEOIATE.1'l'l'EA 121~I5.YJ . COMPACIID AGGItfGAIE lASE CQl.R';fNO..53 5 BITUMINOUS PVMT. SCALE: NONE .tUMS~fACE.lYI"EAll651JS.YJ ~:L ---------------- tUMINlEIMEOIATE.1'l'l'EA 1215l15.YJ ,. COMPACIID AGGIEGAlE I lASE CQl.R';f NO. 53 6 HD BITUMINOUS PVMT. Scale N.T.s. Date 09107/06 // / /' -<"\ SCALE: NONE ~.. .... -"...". "". "-",, 1.3' ---- ur tUM lNIl'IMEtlIATE. M'E A 121~/S.1"J . COM"AClIDAGGlEGAlE , IASlCot.GE NO. 53 IfNSARIX1OOOGEOGIIIOR...".0\IHl =~=~~~~wtH 7 ALT. HD BIT. PVMT. SCALE: NONE Job No. 2006-27 Sheet No, e1.l 90/97../ II lVilIW8nS-3~ ~NINN'Vld N'Vld ~Nla'v'~~ 311S WO::"wqDpO$SOSOr~IUI3 S1""~ II^P L9ClO"Ol&-Lt9::l 00t'6-oIE'-ltS.L WI CL 109 11 'Onqwnot.ps n oW'S 'pOO~ UO~lJIW"~ sse L , 'OJ.l '53J.\'I:>OSS\' svr !SV~3Hd ~ ~ .rn ~ ~.., 3~ ,,~ z ti:i Sl Z ~ ~ ~ i ~ ~ ~ ~~ ~d~ d~ ~~H !<l<l<l<l<l<l<l ~ if; ~ "- ; " N C"J l' ~ ~ I 0 '" 0 U if; ~O j ~~ ~N ~ ~ ~ .....J <( ~ ::1" - CO O! :;:) U a:i ~ i~ .. ~ ~~~ I!> 0 ~ ~~F ~. ~ U ~p ;. ~:.:~ ~~; ..0 l€Q91r NI '13\^1~V:> '133~lS H166 aNV avo~ NV~IH:>I\^I Hl~ON 3:>Vld13::i~V\^I13\^1~V:> lS3M S~3~~n8 13w~no~ N180~ 03~ ","u-n.. 0069-t61-'&" 1 t9tL1900911OUW1 ..... 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FOR__PlIRP08E8ONLY.IIOI"IN'IEIIIlEDFOR~ TYPICAL DETAIL WITH SIZING TABLE STORMWATER TREATMENT SYS1CM VORTSENTRY HS ..__ CONIECK ~- ..... - -- -- ...- ....... -- CONTRACTOR SHALL PROVIDE SITE SPECIAC SHOP DRAWINGS J~D' _....K lCICAU(lrft I:IJPl"l:~TM(A 12" U..._IOIIUJI .. ;;1)~ '~.l ~..'''''' Ir-'~ .c=-~,,~/). ~,~,~ ""'~ STORMWATER POLLUTION PREVENTION LEGEND '" '... SILT BOX INLET PROTECTION -$- SILT FENCE 12"1IW n _~IG: ~""A( )lt1'lUlD ~ TYPICAL TOPSOIL STOCKPILE sa 51 ABllIZED CONSTRUCTION ENTRANCE CONCRElE WASHOUT DETAIL STORMWA TER POLLUTION REVENTION SCHEDULE ."" 1. COHCRETEWASHOOTfJltASHAU.8EIISTAlJ.IDPfIl(pTOANlCO!OEl[f'I),CDVIT<WSllt 2.5llJlSstWJ.llEfV.C(lIATll{C(IISlRlJCIll*EIlTll~ATlIf:"'SHOOTAAEA.A/() El.SEHllE AS IInBSARr to Q.!NlYNlICAlE 1If: LOC4IK1l Cf lit: (X)rD[l( IrASH(JJT NOlO (JI[JIAltZCf roN:RETE lRUOCS ACI Pl.M' RIGS :l'lHElIlNCRElE....SlOJT.o.llEA9IAl1I1EREPMlEDANlDII.NlWlORCilHEOllllA5 I€CESSAllYlOIIAIlT.l!NCN'ACITYFal'fASTIDCOlCRHE. 4. AfTtlEOOOFCUiSlIllXlItIlAU.<XJIOUESHAI.l.BEROIIVEOflt(IlMSlTE,I,NOlll5PQSED (J"ATANo\PPIlMl)1I!S1[SlT[. 5. -.0 1I{CXJll]t[1[IASI-QJlARElSmIMD,llI:l:ISnmDAI!EA!iWUOCSffilEDAItI lU.GED 011 01I0fi STA8l.IZED fri A IIANER APPIlCMD BY 1If: IISl'EC1lIl. Sftdbed Preparation Apply IIm~ to raise the pH to the 1-' n~ for IpKles being sftd~. .\pply 2J j;IOI.lnds of 12-12-12 an~ysIs fert~iz.,. (or equi\fOl."t) per 1000 sq. ft. (opprodmotely 1000 pound' per ocr~) a ferUlze occao::llng to te,t_ Application of 150 Ills. of ammonium nitrate on Qf"(lQS 10-. In organic matter ITId fmllity "m 'jJ"lIJ(Itly ..,OOn<:1 vegetative 9l'owth. Whlot or Rye On nnl ,,8ft MOlIMnrOU& CN>lnlnlnn fArlDI,.....& unl". fin_ 1"1& Illla. a M1""nhnrmJ. d""""ne,, Work the fertlizer and lime Into tile sol to a deptll of 2 3 Inch" with g hQITOIf. disk or rdcl optrated across the "opI as mll<:h IlS pgstlble. SeedIng Select a seed mixture based an projected use of the area (Flgure 5-2), wt\Ile <:OI'1"derh;J be.t MedIn\l clot... see flgure ~, this .,..t. If tgl..-- once. gre (I pn>>I,",. ~!;IS IeIll tPleNnce of nldinljlS odjQc..,t to .trefl'll and I1l9hwc)'I. 1ft Fl9Jrl ~... thll IlInt beforl 1t101 _e<:tfon. AnnllalRf'9'"lID F"lgl.lrt 5--2: P......an..,t s-d Ml.rlurn Speeies Snding Rote Suitabll pH I~/"c.. 1b1/1000 ~. fl Sit. SuitobUity' ...11 Droughty OroinedWet HllIl-lnigated" -'"" DcIrm<ll'\t 5McIn1l" TEMPORARY CONSTRUC11ON ~ICM Level and Sloping. Open ArllO' II In1gatIon~dllrlngtlll,~_Tacantr... ..-otIIano!.ttm..alhltfttlanlnthlsh04ld_ uMm,jcl\. lat. ...mllW' -dint dat.. mo~ be .....decI 5 da)lI If mulcll" Clpplted. "'c__dlncJappllcationb1~ MtJlOINQ REOUIRED 'MiDI ""ClUAL CONDT1DfriS HAliI'ER lHE ESTABUSl'MNT OF 'lEGATATl'IE CROUND CDVER. 1- Ta1F_1I1 35 5.5-8.3 2 Talf'iIl::Ull 25 .. 5.5-8.3 Red C1QYCru 5 .12 3. I(...,tuc~y 81u1l7011. " .. 5.5-7.5 CreepIng Red Fescue " .. Steip Bonks ond Cut, FIGURE 5-3 4. Tan FesCUll t5.4 5.B-7.5 KentuckyBlul!9fOSS 25 .S 5. Ton r"<:II11 35.8 5.5-8.3 Ememld Cro..n..ekh.. 10 .25 Ternparcrys....np l00D Sq. Ft. Lawn, ond Hillll Moint.nCll'lc, Arws 'M1eot or Rye 2 bu. C:-lIIeeC 1" to 11tr~ 6. Klr1tucky Bhltg'(lllS .. .. 5.8-7.~ ~ilgRlldFescue 40 .. ,. PerennlolR~o!l!l 5.0-7.5 (TlIrfT)'P') . Tall Fescue \70 '.11 5.5-8_3 Spr!nllOut. J bu. eo-- _d 1" deep AnnuoI f)'ll\Jl"ClllI Cawr MId 1/4~dllIP. !:!I!!I NIT - 8ARIEl NO $CALE .... ~ 8------------- '" . Mqi; ........or1-'-" muk;h IIllpPf.ed. . 1 - Preferrlld 2. - \WI Tolerate U Inoculate .ith ~irlC InoculanL RMions ^ PlANNING SUBMmAl. l...j.OO/07/06 ^ PlANNING SUBMITTAl. l...j.II/03I06 ^ PlANNING RE-SUBMmAL l...j.ll/28106 6. 6. 6. 6. \ \ \ \/ ~--"\ \'~ \ \\ \ \\ \ \\ \ \\ \ \ '\ . \\ \ \ I \ \\ \ \ '\ ' \\ ~\I' \\ \ \\ \ II \'\ I ~ \\ \ ~ \\ \ \, \ \'\ \~ \ \'\ \ \ \ \ \ I \ \\ \ \ \ \ \ \ \ \~\ \ \ \ \ \~.... -\~ '\ \\ \ \ \ '\\ \ \ I \ \ '\ \ \ I \ M'C.9-.Clp..,\.. \ \ \ 'C.'!... COM \ '\ \ \ 1\ \\\~ \ '\ \ \\ \\ ~\\ -'-\...,\) ~ .... ;?; ..J w ~ '" < u tri w '" tn :r: I- 0- 0- o Wz ~U< 0:::'50 =>15< O'"'~ 0~~ Z--'~ ii5~5 0"'- o::(i~ Ol-li;; wl:Jo o::~z , i / : // !\A';6'F-l-/ I~.~'/? I'\J\\J9-.~<~--."..:_:~__. .---/. \~ /// ~'" / A SWPP PLAN r = 30'-0' o 15 30 --- 60 z :s a... Z o i= Z w > W 0:: a... Z ....J o <( i= 1= ~ ~ om a... => 0:: <1 w w ~ 0:: <( 0 ~ ~ ~ Z 0:: Z o :s In a... -.0 o ...... 00 N --- ci !:;::> 5 .. 6 "''S - l!!~ :1!5 c"li~<! ~ u~,.~~ ~H~~ Checked By Oat. 00/07/06 I PROJECT AREA = 2.07 ACRES LATHS GENERAL NOTES I. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHAll 8E MAINTAINED ON THE SITE AT All TIMES. 2. UNLESS OTHERWISE tolDICATED, All VEGETATIVE AND STRUCTURAL EROSION ANO SEDIMENT CONTROL PRACTICES WU BE CONSfRUCTED ACCORDING TO MINIMUM STANDARDS AND SPECFICAOONS OF THE NRcs. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTAllATION OF ANY ADDlrlONAl EROSION CONTROL MEASURES NECESSA.RY TO PREVENT EROSION AND SEDt-AENTATION AS omR~ED BYTHE COUNTY. 4. THE CONTRACTOR SHAll PROVDE EROSION CONTROL AS INDICATEO ON THE PLANS AND REQUIRED BY THE CITY. .5. THE CONTRACTOR SHAU BE RESPONSI8Lf FOR EROSION CONTROL MEASURES & RECORD KEEPING AS REQUIREO BY THE NPOES PEIW.IJ FOR THE SirE. 6. THE CONTRACTOR SHAlllC.EEPTHE STREElS CLEAN OF DEBRS AND PROVIDE SWEEPING OF THE STREET AS REQUlII:ED BY THE CITY. 7. IN AREAS WHERE WORK IS COMPlETE, PERMANENT STABlIlATION SHAll OCCUR WITHIN 3 DAYS OF COMPlETION, AND IN AREAS WHERE WORK HAS TEMPORARILY CEASID FOR 21 DAYS OR MORE, TEMPORARY STABlIlATION SHALL OCCUR BYTHE 14th DAY AFTER WORK HAS CEASED. 8. STOCKPILES OF SOil OR OTHER BUILDING MA.TERlALS TO REMAIN IN PLACE MORE THAN 3 DAYS SHAll BE FURNISHED WITH EROSION AND SEDIMENT CONTROL MEASURES (i.e. PERIMETER SIJ FENCE}. STOCKPILES TO REMAIN IN PLACE MORE THAN Xl DAYS OR MORE SHAll RECEVE TEMPORARY STABIUZATION. 9. DURING DEWATERING OPERATIONS, WATER WIll BE PUMPED INTO SEOIMENT BASINS OR SILT TRAPS. DEWATERING DIRECTLY INTO RElD TIlES, THE WETLAND, OR STORMWATER STRUCTURES IS PROHI8ITEO. 10. SOIL DlSTlJRBANCE SHAll BE CONDUCTED IN SUCH A MA.NNER AS TO MINIMIZE EROSION. SOIL STABIlIZATION MEASURES SHAll CONSIDER THE TIME OF YEAR, SrrE CONDlrlONS AND THE USE OFTEtJE'Oll:ARY Oil: PERMA....ENT ~Il:ES. 11. SOil. EROSION AND SIDMENT CONTROL FEATURES SHAll BE CONSTRUCTED PRIOR TO THE COMMENCEMENT OF HYDROLOGIC DISTURBANCE OF UPLAND AREAS. 12. AREAS OR ENBANKMfNTS HAVING SlOPES GREATER THAN OR EQUAL TO 3H:l V. AND APPROVED BY THE ENFORCEMENT OFFICER, SHAll BE STABIlIZED WITH SOD, MAT OR BLANKET IN COMBINATION WITH SEEDING. 13. ALL STORM SEWERS THAT ARE OR WUBE FUNCTIONING DURING CONSTRUCTION SHAll BE PROTECTED,BY AN APPROPRlATESfOIMENT CONTROL MEASURE. 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROl MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER ANALSITE STABlIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 1.5. All ID.V>ORARY AND PERMA.NENT EROSION CONTROL MEASURES Ml.lSTIIE MAINTAINED ANO REPAIRED AS NEEDED. THE PROf'ERTYOWNER SHAll BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE AND REPAIR. 16. A STABlIlED MAT OF AGGREGRATE UNDERLAIN WITH FIlTER CLOTH (OR OTHER APPROPRIATE MEASUREI SHALL BE LOCATED AT ANY POINT WHERE TRAFFIC WlL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC RlGHT-Of..WA Y, STREET, ALlEY OR PARKING AREA, ANY SED~ OR SOIL REACHING ^N M'ROVED PUBLIC RIGHT-OF-WAY, STREET, ALlEY OR PARKING AREA SHAll BE RfMOVEO BY SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND TRANSPORTED TO A CONlROLLED SEDlHiENT 06P0SAL AREA. 17. SOI.STOCKPIlESSHALL NOT liE LOCATED IN A R.ooD PRONE AREA OR A DESIGNATED BUFFER PROTECTING WATERS OFTHf UNIlEO STATES OR rolATED WATERS OF lAKE COUNTY. 18. F DEWATER~G SERVICES ARE USED, ADJOINING PROPERTES AND DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION. DISCHARGES SHALL 8E ROUTED THROUGH AN EFFECTIVE SEDrw.ENT CONTROL MEASURE (e.g. SEDIMENT TRAP, SEDIMENT BASIN, OR OTHER APPROPRIATE MEASURE. 19. THE EROSION CONTROL MEASURES INDICATED ON THE PlANS ARE THE MINIMUM REQUIREMfNTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DII:ECTEO BY THE ENGtlEER OR GOVERNING AGENCY. 'cae N.T.S. NOTE: I. SEE SILT FENCE DETAil fOR MA TERlAl SPEClFICA noNS. 2. 51.T FDICE SHAU. BE PltEASSEMBLEOB'YSUPPUfJ!, INLET PROTECTION - SILT FENCE SUF"'ClthaII~C1m"""I""produc.ood.n""-_9"ftteatlleafIOOll: ~1Prop~...-tinllthepll,elcdpr.....-u-MIo.. All .t.........1 be 2~ x r............... 36" tall.1tI1 24" 100 loth etapled to etakes..-""'dc,,",...Infon:emer>t. All siltM\Ctshllllb.prefgbricgtlldbyt~.wpplier.NolleldllSH!Tlbly .111 be <IC-=-ptId. FGbrIc \IIIIIIIghI...~.....~...~ _Slnnlltl\...... Eloro;otloll.... Trope~o/dal T..... strength" 1lUre! S-.,th.~ .............o:z/.lI'l ...........I2!l1bL ......Wor;>~~ ......!;Qll>I.. ...........200psl S1wrryFloorRaI........ Sedlm"lltellnUon ................50-80 .~9I'''n/sq.fI. '" s.;:::;::,..~~'~'"..,o., Groun<lSllrfll<< F~Poel~'- SlltF..~llIoterIalShllUld bttBurled,'Bel... boeBwried6"BellIIGrllUocI CI'OUI'dSl.lrflll:e SurlaC<L Drown By Job No. 2006-27 Sheel No. C1.3 SILT FENCE DETAIL NlS STORMWA TER POLLUTION PREVENTION PLAN INDEX At Plon Index Provided Below A2. ll-1117-P!Oldetlotlng lot, boundorlell and streets Is proYided separately. AJ. Project T)1le: 1 Restaurant Bullfmg ~ ~~tb~ci'J~t?:~\e~':je:S~~Clo~oted on Sh~t Cl.O; Latitude 39-55-59; Longitude 86-13-56 M Location of all lob and proposed s!te Improvenenb: See Sheets Cl.1 to Cl.J. M ~~aPeig~ H?::~I~o~~\~:1t~ ~:~~70. Ai Specifie poInts where stormwoter dischar<;je wnl leave the site; Cl.2 Atil. Location of 011 wetlands, lakes, &: water eon end adjacent to site: Cl.J A1.1 Receiving Waters: CR()()I(EO CREEK M2. IdentlllCCltJoo of potential discharges to groundwater: None. ALl 100 )'eor Floodploln., Flood ways. and Flood Fringes: See Site Development Pion Sheet C1.3 for location(.), If any. A1.!. Pre-COI'lstructlon and Post Construction Peok Discharge; Note, dleschar<;le oceomodated In .torm IM.Me and detentron l)'lItem provlded by P10lnfleld Common. Phase IV 10 year Pra-ConS'tructlon Peak Discharoe (Total) .. 6.97 CfS 10 year Post Construction Peak Discharge (Total) '" 10.n CfS ~ Adjacent Lond Use (See Storm..oler Pollutlorl Prevention Pion - Sheet Cl.J fOt' mOt'. ~fannotlon); North: EXISTING COt,llolERClAL South: FUTURE cot.IIoIERClAL Eoet: EXISTING CC>>.IMERClAL West: EXISTING CC>>.IUERClAL 61.6. Loeotloos ond opp4'"oldmot. boundOt'\es of 011 distUrbed orear. See Sheets C1.J for IoC<ltlone. ill Identlfloatlon of exllltlng ve9lltotlve cOv<<': EXISTlNG SITE STRIPPED FOR IoIASS GRADING. A1.S. Soh t.lop Includ~g descriptions ond llmltotlons: See sheet Cl.4 for 80h mop. description ond lImltotrons A1i.. Locotloos, size and dimensions of proposed storm..oter sY'temr. Se. Sheet C1.1 for prop08ed storm se..er s)Stem. A2Q. Locotlons, size ond dimensions of ony proposed off-site construction octllfftles ossocloted ..lth this pro}ect; None. A21 Locotlons ot Sol stocl<pUer. Stockpile Ofeos sholl be locoted os tor o..oy from ponds, exlstlng storm se..er Inlets and existing swoles os ponlbl.. stockp.u sholl not be located cloeer than 15 feet from ony property line. StockpUes sholl be ImmedlatelYl8eded QI'Id eectJred ..Ith en t8l'lce. 622. Existing site topogrophy. See Cl.2 fOt' exlet~g slte grading ond dralnoge potterns. A2J. Prop08ed final topogrllphy. See Sheet Cl.2 for proposed .Ite grodlng and drolnoge pattern.. S1 Descrlptlon ot pot8l'ltlal pollutant. eourcet associated with the eonstructloo octMtler. SlIt ond sediment from exposed~ns,lea_,mulch,vehlaJlorsOtlreeeeuehosleaklngfueloroll,brokefluld,brakedust,trash,debr1s, blolog1cal 09ents ground In trash, fertllze,., hefblcldes, pesticides, acid rain. lime dust and concrete wcshout. Ell. ~~~~.~~S[:~~~t.,:rTl~~ollty Implem6l'ltollon relative to laid disturbance actllfftles: 1. Contact the Hcmllton County SUrve)'Ol"s OffICe (J17-775-8495) to lSChedule a pre-con meeting priOt' to eonstnJctlon activity. Prolffde a copy of the NO! permit at this meeting. 2. Coli the Indiono Underground Plont Protection Systems Inc. ("Holey Uoley) at 1-800-382-5544 to check the location of any existing uL11tles. They should be notified two worlclng days before construction tokes place. J. A sHt fence sholl be Instolled ot the edges af the project sits where there Is potentiol for any slonnwater runoff. Potential orectS ore Identlfled based on existing topogrophy In the areas along the perimeter of site. lo4ore specifically. a sUt fence shell be Installed along the soothem end eostern boundary of the ,ite as shown on pions. 4. Inlet protection sholl be placed at the curb Inlet north of the site, on the oeces, road. 5. A constnJction entrance ,hall be p10ced per the pion location. 6. Establiall construction sta<;ling area for equipment and vehicles os far from detention ponds and swoln os ,.,.,,.. 7. Establlsh onslte location tor oWl'ler/operotor/eontroctor p1oe<<nent of appro'o'l!!d pions and Rule 5 NOI and Rule 5 Inspection dOOJmenlatlon. CONSTRlIt':TlnN ....CT1\1TlF"S 1. Once eroslon and sediment eontrol meosures ore In p10ce, begin land clearing followed no.medlotely by rough grading. Do not leave 10r9& oreas unprotected fOt' Ot' thot 15 doys or mOt'e wUI be .tabllzed (Ieeded, mulched, etc.) no.mediately. 2. After completion af mallS grading, finol Oracle and !l8ed pond bonks, landscope benne, common areas and swale Immediately after grading Is completed. 3. Upon completion of mallS oroding, Instoll underoround utilities. As Storm sewers are constructed, Instoll Inlet protection measures. 4. Upon completion of utility Instollatlon and Inlet pl'"otection, proceed wIth por1<lno lot conetruction. 5. Once pavement and wrbs ore In place, "'stoll Inlet sediment barriers. 6. ~L1.tlet protection Is In place. final orade 011 creas, ond Instoll permanent Wlgetatain per Londscape Pion L-1 eJ. Stable construction entrance locotlon(s) and specltlC<ltlonL See Stormwater Pollution Preventlor. PIon Slleets C1.J fOt' locatlon(l) and Sheet C1.J for eonstnJctlon entrance detcRs oM epeclnC<ltlons. a! Sediment control mOafllret for ShMt flo-w ClreOll: See Stormwoter PollutIon Prlventlon Plan Sheet C1.3 for loelltlonl at sedlmel'l1. control meosures and Sheet CI.J for eonstructlon detclls ond Ipeclfloationl. ~ Sediment control mea/IIJres tor concentrated now oreas: See Stormwater Pollution PreVlltltlon Pion Sheet Cl.J for locotlon. at sediment control measures end Sheet C1.J tor construction detals and speclfleatloos. ~ Storm sewer Inl.t protection meawre.. locotlons and speclfloatlons: See Stormwoter Pollution Prevention Plan Sheet. Cl.J for locations at Inlet protection mecsures and Sheet C1.J for eonstructlon detalls end speclficotlons. ez. Runoff control measures: See ston",IIl'ater Pollution PreventIon Plan Sheet Cl.J for locations of nmoff control meosures ond Sheet Cl.J tor constructlon detah ond speclfleotlons. Em. stormwater outlet protectlorl specifications: None required. all GI"Ode .tabllzatlon stnJcture locations ond speclfleatlons: None required. ~ Locations, dimensions, epeclfloatlons ond construction detaUs of eoch stormwater quality measure: See Cl.1 tor locotlons of vorIous storm water quality meosures and Sheet Cl.3 for constnJctlon details and epeclnC<ltlans. il11 Temporary wrfoce stabllzatlorl methads appropriote tor eoch seoson: See Stormwater Pollution Prevention Pion Sheet. Cl.J for locations at temporary surfoce t\obllzotlorl measures and Sheet C1.J for conetnJctlon detcls and spec1nC<ltlans. e.t2. Permanent surfoce stabilization epeclfloatlona: See Storm..oter Pollution Prevention P101'1 Sheet Cl.J for locations of permonent 8tJrfoce BtobUlzotlon meOSUfe! ond Sh~et C1.J for eonttructlon detont and .peclficatlons. and londsape plans L-1 &: L1.1. lnJ.:handllng and spm preventJon plan: The Intention ot this Spll Pre\'8ntlon, Cantrol ond Countermeasures (SPCC) Is to establiall the procedures and equlpm8l'lt required to prevent the dischoroe of 011 ond hazardous substonces In qualtltiea that violate applicable water quality standards, cause 0 she8l'l upan or discalorotion of the surface of naYi9ob1e woten or adJalnlnO shorelines, or cause llIudge or emulsion to be dep<lslted beneoth the aJrface of the water or adjolnino aIlorellnes. The Plan olsa estobllsh~ the oct/vltle:, requIred to mitigate such discharges (le., coonterm8<lsures) should they ~ CJ9enrs,oll=~t~~~~~~u~~Ic~~nYn~~~~. ~c:r. ~u~~~~~~ ~~to:U~~~e~m~~~~t ~~~~e.cl~an;~tse. gr~h~~ixed with wostes other than dredged ao~. ~t II not linlted to, ony splllng. leaking, pumplno, pOl/ring emltting,<< dumpIng. lo4eont all ..at..... of the Unlt.d Statn that ore con(lected wIth a novlgoble .treom, lake or sea. [Note: this defll'litlon Is usually Interpreted to mean OI'Iy wastewater (eyen normclly dry ..oall or storm sewer) that eventually drains Into a nalffgoble .tream] PIon Rev!..... nnd .At'nendm....t. this PlCII'I sholl be reYlewed and/or amended, If n.cessary, whenever there III 0 change In the de.lgn at the elte, constnJction. operotlon, or molntenance which materially affecb the site's potential tor the discharoe of regulated material. Pred1ctlnn nf Pnt.....tlnl SnJII". 1. Nearest Nalffgoble Water: Crooked Creel< 2. Drainage SY"tem: West Carmel Morlcetplace J. Possible Spill Source. (during and past construction): VehiculOt' sources such as leaking fuel Ot' oil, broke nuld, grease. antifreeze; construction trash and debris. blologlcol agent.. found In tr-osh end debris, ferUlzers. hoosehold Items Including but not limited to cleoning ogents. chemicals, paint, hllll'blcides and pestic:ides. 4. Ground....ater Contamlnotlon: NONE ....lertPr""'M"r....f"'"Snttl. 1. My personnel observing a sp~1 will Immediately instigate the following procedure: 0.) Olallno"gn- from ony telephone. b.) ~fj~~~:J;"~riate fIfI1ergency personnel, Including the Hamilton County Surveyor'e Office at 2. The EmerOency CoordinotOt' will then toke the follo..lng oetione: a.) Borrieode the area allowinO no yehleles to enter Ot'leove the spDl zone. b.) Notlty the Indiana Department of Enlffronmentol lo4anagement, OffIce of Emergency Respanse by calling the appropriate telephone number: Office J71-233-7745 Toll free 1300-23J-7745 Also. the National ResponSll Center at 1300-424-8802 and provide the following information: - TIme of cOservotlon of the spill - Locotlon of tho 19.1 - Identity of materlolspllled - Proboble source at the spWI - Prob<tlle time of the spll - Volume of the spm and durotlon - PreSllnt and antlclpated movement af the .p1l1 - Weather conditions - Personnel ot the .eene - Actlon initiated bypeflOl'lnel c.) Notify the CIty of C<lrmel Flre Department Phone: 0-1-1 d.) Notify the CIty of C<lrmel Police Cepartment Phone: 9-1-1 e..) Notify waste recovery eontroctor, malntenance personnel or othO!ll'" controetual personnel os necessary for cleanup. t.) C<lordlnate and monitor cleanup until the situation has been stabllzed and all Ipms hove been eliminated. g.) Cooperate with the IDEM-OER on precedl.lru CI!'Id reports Involved with the event. a...~nu'" Pnr...m..t"'rlIl 1. The owner shall be continually kept Informed, malntoln lists of quclifled contractors and aVCIUobIe Voe-Trucks, tank pumpers and other equlpmoot readily occellSlble for clean up operatloos. In addition, 0 continually updated list of a"'ll~able obsorbent mcteriols and clean up S1JpplJes should be kept en site. 2. All malnt.nOl'lce personnel will be mode owore of technIques for preVlltltion of spme. They will be Informed of the requlremente OI'Id procedures outlined In this pion. They wll be kept obreolt of WITent developmenta 0( new information en the preventlon of spill, and / or necessary olteratlons to this plan. 3. :~~o ~~te= ;:I~on~~ ~~d~~~l~ta~)i~ea~~~Cll~ceCO:ds :elmd~O~= the di3chorve of the life 4. Absorbent materlols, which are used In cleanlno up spilled materlols, ..DI be disposed of In 0 monner subject to the oppraYcl of the Indiana Deportment at Envlroom8l'ltal Mon~ement. 5. FlushlnO of spUled moterlal ..Ith woter will not be permitted unless so oothorlzed by the Indiana Department of Enlffronmental Monooement. i".. ati IoIonltorlnO ond maintenance guidelines tor pollutlan pre\'8ntion measure,: :.b f"r"''''ln::ct;tro~'''~;'::~ ~aft~lrtoe:;t;torm eVl!!l"lt and promptly remove ond sediment deposits ta Insure 8 2. ~:~t~~=ly~mdet:~~~e~ d~~o:~:nn'~~~i:,n:lff~i~ thO~denr~~~m~e:telY. N J. After the oontrlbutlng drainage area has been stab~lzed. remove all strow bole. ond sediment depoelts, bring the disturbed area to grade and stabnlze It. Slit F"en~.. UnlntAn~nce RA<'IllIrAm.....te 2. Inspect the .nt tence perlod1cally and after eoch storm event. .:5. If fence fabric tears, Itorts to decampose or In any way becomes ineffective replace the affected portion no.medlot8ly. 4. RemoYO!l depoelted eedlment when It reaches holf the heIght or the fence at ft'e lowest point or Is cousing the fabric to bulge. 5. Toke ccre to aVCIld underminlno the fence during cleanoot. 6. After the oontn"butlng drainage orea has be8l'l stoblized, remove the fence end sediment deposits, br"'g the disturbed orea to grade andetabltlze It. Temnnrnt'V SAtlim..nt Tron U~1ntAnan~.. R....."lrementA 1. Inspect tempOt'ory sediment traps after each storm event and Immediately repaIr ony eroelon and piping hole.. 2. Remove sediment when It has acaJmulated to one-holf the design depth. J. Replace spUlway orovel foe~g when cl~ged. 4. Inopeot vegetation and re-eeed If necessary. S. Checl< the spill..ay depth periodically to Ineure a mInimum at 1.5 ft. depth from the lowest point of the settled embankment to highest point of the spmway crest and fill any low areas to malntaln desired ele"'lltion. 6. Promptly replace any disploeed rlp-rop, being ooreful that no stones In the eplll..ay are above design orade. 7. After 011 disturbed areos have been stablllzed. remove the structure and sediment, emooth the site to blend with adjoining areas and stablize It. Sondban 0,,1, Inl..t Rorriftr Unlnt'lI'\nnNo RAoulrlllmAntA 1, Inllpeet frequently for damoge by vehk:lJlor traffic and rspalr If necessary. 2. Inlpeet after each storm event. J. Remove sediment, wlthoot nushlng, when It reaches have the height of the berrler. 4. DeposIt removed sedlm8l'lt where It wal not enter .torm sewer drolns. Rr",cl< ~nd Gra'lHll On"" Inlet Pr"tAcl\n.n U~lntAnonCfl R......,trAmentlt 1. After eoch storm event remove the sediment end reploce the grovel, replace the oeotextlle fabric It used. 2. Periadlcally remove .edlment and tracked-on soil from the street, wIthout flushIng, to reduce the sedimel'lt load on the wrbInlet protectJon. J. Inspect periadlcally tor damoge and repaIr. Keep grotes free of debr1s. 4. After the contrfbutlng drainage oreo has been stobllzed, remove the grovel. wire mesh, oeotextlle fabric and sediment deposIts and dispose of them properly. frolti"n t':nntrnl Rlank...t (S"rfnce Aooll...tl) U...lntennn"" R"'otJlr<'!m",nts 1. During ve9&totlve establlallment, Inspect after each storm ello'ent for ony erosion below the blonket. 2. If ony areo(s) Sh0W3 erosion, pull back that portion of the blanket covering It, reseed tI1e ore<l Qrldrelayand stopletheblanket. 3. After yegetatlve establishment check the treoted crea periodically. T"'mnnrnrv Grm"",1 r........trudion rntrnn..... Uaint"'nnn...... Rea"lr""",,,nt.. 1. Inspeo;t entrance pcd ond eedirnent di,posal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage ond runoff control. .1 Top dress with dean .tone as needed. 4. lmme<fl(ltely remove mud ond sediment trocked or washed onto streets by b!'\Jshlng or sweeplng. Flushing should only be used If the water bs conve)'lld Into a sediment trap or basin. S. Repair any broken rood pawment Immediately. e.1.S. Erasion ond sediment cantrol specifications for individual buldlng lots: See Sheet Cl.J for Const!'\Jctlon details and specifications for erasion ond sediment oontror on lndilffdual buUding lots. C1 Description of pollutonts and their sources ossoclated ..Ith the proposed land use: Silt and sediment from exposed sols, leaves, mulch, "",hlculor sources such as leaking fuel or oil. brake fluid. broke dust, oreose, antifreeze, metals, nJbber fragments, rood grit, solts OI'Id sands, construction trash and debris, fertilizers, restouront Items Including but not limited to cleanino agenta. chemicals, paint. miscellaneous Improvement materlols. e1evcted stann runoff temperaturea. ocld roin pesticides ond pathogens. C2.. Sequence dellCrlblng etoonwater quality m8llsure Implementotlon: 1. Inapeet and maintain 011 erosion control measuree 01 detaUed In the Storm water Pollution Prevention lo4eallUres t.lolnt8rlance Requirements beolnnlno immediately after installation and con~ulng until veoetatlon hos been sutflelently established and all oonstruction octMty Ie complete. 2. Remove all Indllffduol Inlet protection ond strow bole doms slit fences etc.. only after seeding ond lIUfflcJent ~totive growth has been established In each oreo to a point ...here sedno.entfpollutants wm not enter the stann sewer system. 3. Inspection ond molntenance of all cammon areas and Infrastructure Improvements Is the respor'lll"bUity of the Generol Contractor or his designee until Impl'"~ents are acc:epted for malntenonce by Red Robin Gounnet Burgers IntematlC11'1ol or local ogencie.l. 4. Inspection and maintenonce of the parcel Is the responBlblllty 01 the Generol Controctor untD the project Is turned 0veI" to Red Robin Gourm~t Burgers Internationol and thereby accepts responslblity for the pOt'cel. CJ. ~~~~~ ~u~;:~e~~ ~~~~c~: =;:t~r m~~~re~eas~~:aYS~:~in~~'t1 Develapment design for 1. Reducing or elimInating past-project runoff. 2. Controlling sources of pollutants. J. Treotlng contaminated storm....ater ",noff befOt'e discharging It Into the receiYlng storm sewer. T)'P1co/ .tormwot.. quality meaeures tOt' reducing, e1lmlnotlng or controlling pollutonh (soorce cantrClls) "'clude: a. Regionol detention pond fOt' the development b. Reducing runoff from Imp8f'\'lous areas. c. Permanent erosion cantrol seeding ond plontings. d. tAlt1et protection ond Wllocity disslpotiCll'l delffces In the Regional Detention facility. e. Mulching f. Use of Contech VortSentry h)drod)'lcmlc separotOt'. :~ :~~d:,:tw~~ ~: ~':o~dt p~slr::r:t~i:io; ~~e t:::td~:'"~~ul=n~t~ t~~t~ ~=~t:~ :~;'ed Ci location. dimensions, speelfications, and constnJctlon details af stormwot.- quality meo'IUre1I: See Stormwater Pollution Prevention Pion Sheeb C1.3 for locations of permanent stormwater quolity meo'IUres ond sheet Cl.J tOt' construction detolls and specifications. C5.. Desalptlon of maintenCll'lce guidelines tor proposed wot8l" quality measures: See ~erotions and 1040int8rlonce t.lanual. Red Robin Gourmet Burgl!!l"1l Intemationol sholl send caples of 011 Inspection and malntsnonce reports for the POIt-ConetnJetlon BIoIP's to the Homnton County Surveyor's office ~ ADDITIONAL STORMWA TER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE DM"",lnllnn and P"rnn.... Prevent or reduce the contcmlnatlon at stormwater resulting from Wlhlcle ond equlpmel'lt maintenance by running a -dry clean site-. The best option woold be to perform maintenance activities at on off site focllity. If this option Is not CM;IUal)Ie, tI1en wol1c should be performed In deslgnoted creas only, whle providing cover for mater10ls stored outside, checltlng for leaka and aplls, and contolnlnO ond clean~g up spills Immediately. SuItable AnnlilYltlM!l These procedures ore suItable on all con8tnJctlon projects where an anslte )Q1:l crea Is necessary tor storooe and malntenonce of heavy equIpment and vehicles. L.llJJ1lU/ono. Onsite vehicle and equipment maintenance should only be used where It 18 Impractical to &end equipment and vehIcles off sIte for maintenance and repolr. SendlnO vehicles/equipment offslte should be done '" con)mctlon with 0 stabllzed ConstnJctlon Entrance/Exlt. tAltdoor vehicle and equlpml!!llt maintenance Is 0 potentially eiOnlfioont source of etormwoter pollutloo. ActilfftJes that C<ln contaminate stormwater Include engine repair and ser>ke, changing or reploeement at fluids, OI'Id outdoor equipment storage and parking (engine nuld leaks). ~ If maintenance must ocaJr onslte, use designated oreas, located awoy from drainage courses. Dedic:oted molntenon<l8 areas lIhould be protected from stormWQter runon OI'Id runoff, end ehould be locoted at least 50 ft. from downstreom draInage focllitles OI'Id WQtercourses. Drip pons Ot' abaorbent pads should be used during vehlcle aid equlpm8rlt maintenance wor1t that ~YOI_ nulds, unless the molntenance work 18 performed over on Impenneable surfoce In a dedicated mointenonce area. Place 0 stock pie of .pm cleonup moterlal! where It w~l be readily accessible. All fuellnO tnJcks end fueling areos are required to haWl spOl kits and/or use other spm protection deYlces. Use abeorll8rlt materials on small epllls. Remove the absorbent materials promptly end dispose of properly. Inspect eneite vehicles and equipment dc~y at stort up fOt' leaks, and rspalr Immediately. Keep vehicles ond equipment clean, do not allow excesslWl buRd-up of oi and gl'"8<lse. Segregate and recycle wates, such os greases used fOt' oD Ot' 01 flIt.rs. ontifreeze, cleaning solutions, outomotlve batteries, hydraulic and transmission fluids. Prolffde secondary oontalnment and covers for these moterials If storedonslte. Train employees ond luboontractors In proper fueling and clean up procedurllS. Nonles used In vehicle and equipment fueling should be equipped ..Ith CII'I automatic shutoff to control drips. fueling operotlon. should not be left unattendl!ld. federal, state, ond local oovemmenta aIlould be abs8r'VOd for any etatlonary obo'l'e ground etOt'D91 tanks. In''D.,,,tlnnnndU,,lnt,,,n...n,,,.. Vehicles and equipment shoold be Inspected each day of UN tor 1&Ok.. Leeks should be repclred immedIately or prablem vdlldea or equipment ehould be removed from the project site. Keep ample supplies at spll eleonup moterlals onelte. Immediotely deal up spills end properly dispose af contomlnoted soli OI'Id cleonup material.. SOIIO WASTF MANAGfMFNT Desalotion tmd P..rnnSl!l SolId waste monc<jl8Trlent procedures and proct1ces ore deelgned to prevent or reduce the dlschoroe of pollutants to stormwater from solid or construction waste by proYlding deslgnoted waste callectlon areos and containers, aITong"'9 forregulor dispasol, and training employees end subcontractors. Sult"b1... AnnltN'ltlonll This BIo4P Is suItable for const!'\Jctlon "tes where the fallawlng ....oste. are generoted Ot' etored: Solid ..oste oenerated from trees and shrubs removed durinO lend clearing, demalltlon of exlstlnO ItnJcture. (nJbble),andbulldlngoonstnJctlon. PackagIng mater10ls ~cludlng wood, paper, OI'Id plastic. Scrap or aJrplus bulldlnO materials ~clucfll'lg scrap metcls. rubber. plastic. glass pieces and masonry. DomestIc ..ottes including toed containers sueh os beverage cans, coffee cupe, POP" bogs, p1astle wrapper.. and clgOt'ettes. Construction wastes Induding brick, mortar, tmber. steel and metal scraps. pipe ond electrical cuttings, nonhazardous equIpment parts, stryofoom and other materials send transport and package construction moterlal.. ~ The followlng ItepS will help keep a clean site ond reduce storm..oter pollution: Select deslgnated"oste collection orectSon elte. Inform trosh-hculing cantroctors that you will acc:ept only watertight dumpstl!!l"1l for onsae u,e. lnepect dumpsters for leaks and repair onydumpster that Is nat ..otertlght. Provide an adequote number of oontoiners with lids or eovers thot can be placed o"",r the oontoiner to keep rain out or to prevent 1088 of woetes when It Is windy. Pion for additional containers and more frequent p1ckup dur"'g the demolition phase of conetnJctlon. Collect site trash dany, especlolly during rainy and windy conditions. RfIfI10ve this solid waste promptly since erosion and sediment oontrol devices tend to collect litter. t.loke /llJre that toxic liquid wastes (\lSed oils, lolVOl'lt.. and palntt) and ChemIcals (acidS, pesticides. additIves. curlnO compounds) ore not disposed of in dumpsters designated tOt' eonstnJctlon debris. Do not hose out clumpsters on the constnJction site. Leoye dumpster cleaning to the trash houling contractor. Arrange for regular woste collection before contalnel'"s overllow. Cleon up immediately If 0 container does spOl. lo4ake sure that eonstnJctlon woste Is collected, removed, and disposed of only at OIJthorlzed dispoS<lI areas. con-.tlnn ~:a.."....n.. ...nd Dlsoosol Uttering on the project site should be pronlblted. Tc provent cloggmg of the storm drolnage system. litter ond debris removal from drainage grates, trosh rocks. and ditch 1inesallould be 0 prIorfty. Tra... receptacles ...oold be provided In the cantractOt"s pd. field tr-oler areas, ond at locations whef"e ..arket'S w:1-~ :.x1u~::O~~it~~eat'h:~~~struction limits of the project should be collected and placed In watertight dumpsters at least ..eekly, regardless of Iffhether the litter ..os generoted by the contractOt'. the publIc, or othere. Collected J1tter and debris should not be placed In or next to droln Inlets, .torm....ater drolnage systeme, or watefCoorse.. ~~~~~~t:" su:~~dn\;i~:mo;:~:u= t~O~;:t ~:'~~dd tth:~:"en~es~~d b~st:I~::;~t b; ~e t:r=h~llng contractO(. g:~~~: ~e~.rioln~s~~:t:o ~O:I:u~1c ,:,~~d b~~ =-test~i~"::rn O:;nm::ert.~:~!r.o' needed. Storm....otel'" runon should be prevented from contacting stored solid wctSte through the use of berms, dil<es, or other temporary diversion etnJctures Ot' through the use af measures to elevate woste from site wrfoces. Solid waste storoge orees ...ould be located at leost 50 fl from drainage foe~ities and watercaurs"" and should not be located In oreas prone to flooding or ponding. InM"cl\n.n nnd Unlnt........n...... Inspect ond verify that oetilffty-bosed BhlP'1 ore In piece prior to the commencement of ossocloted actlvltle.. oetllfftJes ossocloted ..Ith the BMP ore \lnder way, Inspect weekly to verIfy continued BhlP implementation. Inspect Blo4p'e subject to non-stormwater discharge dally whne non-stormwoter discharges occur. Inspect oonstnJctlon waste oreas feOulor1y. Arronge forregulor..aste collection. CONCRETE WASHOUT The following eteps wUl help reduce storm..olsr pollution from conaete wastes: Olsoul8 the concrete manooement techniques described In this BMP (such as handling of concrete waste and woshout) with the ready-mix conaete supplier befOt'e ony deliveries ore made.. Incorporate requirements for concrete waste mOl'lagement lnto materlol supplier and subcontroctor ogreements. Store dry ond wet moterlals under eover, O....ay from dralnCJge oreas. AvoId mixIng excellS amounta of freall ooncret.. Perform waallout of concrete trucks offslte or In designated Ot'eas only. Do not washout concrete tnJcks into stann drains, open ditches, streets, or streoms. Do not allow excellS concrete to be dumped ensite. except In doslonated areas. for ensite washout: - Locate washout area at least 50 ft. from storm drolns. open ditehes, or water bodies. - Do not allow ronoff from this areo by constnJcting a temporory plt Ot' benned crea lorge MOOgh for Ilquld ond solid waste. - Wash oot wostes Into the temporary pit where concrete con set, be broken up, and then diaposedproper1y. - AYOld aeatlno ",noff by drainIng woter to 0 bermed or level area when woshinO cancrete to remove fine particles and expose the aggregate. - Do not '/roM sweeplnos from expctSed oooregate concrete Into the street or storm drain. Collect and return eweepings to aggregate base etockpUe or diapose In the tro"". DEWATERING ANO PUMPING OPERA TlONS De~rintinn nnd P"m""", Dewoterino operations are practices that mOflage the diseharge of pollutants when nCll'l-stormwater and acwmuk:l1.ed precipitation must be removed from a wor1< locotlon so that construction wor1l. mely be occamplished. s..ltnhl", Annli......tlnn. The practices ore Implemented. to( discharges or nan-stormwater from construction sites. Non-stormwaters Include, but are not limited to. orwndwater. water from cofferdams. "ater diversions, and wot8l"S used during oonstructien octilffties that must be removed from a ..or1l. orea. Proctices identified In this section are 0180 appropriate for implementation ..hen monaglng the remo"'lll of accumuloted precipItation (storm water) from ~pressed orO!l(JS at a eonstnJctlooslte. LilIll1<llJ<>oa SIte condltlorls wll dictate design and use of de....aterlng operatIons. The controls dllOussed 10 this best manooement proetlce (Blo4p) address eedno.eI'It only. The contrals detalled In thle BMP only allOW for minimal settllno time for sediment portlcle.. USIl only when .1te condItions r8tJtrtct the UItO or the ather contrOl methode. Dewoterlng operotlons wDI require, and must comply with, oppl1eoble local permits. - OewoterlnO d1schOt'gel must not cause erOllIon at the discharge polnt. A YOI'iety of methods eon be used to treat wot., during dewatering operations. Several deYlees ore presented below and proYlde options to ochleve ledlmeot removal. The size at particles prlS88f1t In the sediment and PermIt or recellffng woter limItations on .edlment ore key considerations for selectino sediment treatment aption(s); In some cctS.., the use of multiple devices moy be oppropriate. SEDIMENT BASIN "'- A sediml!!llt bOllin Is 0 temporary bctSin with a controlled release structure thot Is formed by excavation or constnJctlon of an embankment to detain sediment-laden !'\Jnoff ond ollow sedIment to settle out before discharolng. Sediment basins are generally lorger than SedIment Trope. Annrnnn...t", Ann.lr.-ntlnn,.. Effective for the remoYcl of orovel, sand, sHt, some metals thot eett/e out with the sediment, and trash. - Exca"'lltion andconst!'\Jctlon of related focDltles Is required. TempOt'ary sediment basins must be fenced If sofety Is a concern. tAlt/et protection is rcqured to prevent erosion at the outfan location. """""= Waintenance Is requred for sofety fenclno. ve9&totlon, embOl'lkment. inlet and ootfall etnJctures. os well as other features. RemoYcl of sediment Is requIred when the storage YOlume Is reduced by one-holf. SEDIMENT TRAP ~ A sediment trap Is a temporary basin formed by excavation OI'Id/Ot' construction af an earthen embankment ocross a wot.......ay Ot' low drolnage area to detain eediment-Ioden runoff and allow sedment to settle out befare <foscharging. SI!!<fD"l'lenl trops are generally smaller thCll'l Sedment Basins. AODroorl...t.. ....nnIlr.ntin..... Effective tor the removal ot large end medium Ilz.d particles (SOl'ld and grovel) OI'Id .-Jme metals ttlOt settle out wIth the sediment. - Exca"'lltlon aldoon.tnJctlan at related facIIltles Is required. Trap Inlets should be locoted to maximIze the travel dIstance to the trap oot/et. U.e rock or ve9&tatlon to protect the trop outlets agclnst erosion. - IoIalnt8l'lance Is required for vegetation. embankment, ~Iet and outfall .tnJctlJres, os well as other features. Removal at sediment III required when the storage YOIume Is reduced by on_third. GRAVITY BAG FILTER ~ ~~t:X~Z ~r~t~~tor:I:::"":'nd~o e~~, ~n~f~~e;:ng bog Is 0 squcre Ot' rectongulOt' bag mode of non-woven ....nnrnnnnt"'Ann.lJr.ntinn.... Effective fot the removal at sediments (grovel, sond, ond lit). Some metals are removed ..lth the sediment ~ Water Is pumped into one skle at the bag ond seeps through the bottom and sides of the bog. A secondary borrler, such os 0 rock niter bed Of' strawjhay bole barrier, Is ploeed beneath ond beyond ths edges of the bog to C<lpture sediments that escape the bag. - Inspection of the flow conditions, bag condition. bag eopoelty, ond the teeondary borrier III required. Replace the bag when It no longer Rtere eedlrnent ot posses woter at 0 reasonable rote. The bog Is disposed of offslte. FLOOD & SOilS MAP SCALE: NONE Br - Brookston silty clay loam. Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table. high potential frost action, moderate shrink-swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. erA. Crosby silt loam. Soil Description and Characteristic: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink.swell potential and moderate permeability. This soil has severe limitations fOf building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: limitations for local roads. streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains. sub-base strengthening, or lime stabilization. SWales which sever the surface drainage can also help. High water tables can be overcome with fespect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site condition drawings and details for specific information related to the proposed infrastructure improvements on this site. SOilS DESCRIPTION & CHARACTERISTICS MUlAlIlIllllR _ FIlClE15 A Iroined indi...n.d shal perlonn 0 .dUel evcluotOn of the' prajed site. ~ By lIll' (!Illl af the nelt bus(le5S day foIlowhg eoch rmf\il thot e~ceeds oS b. to. mlnmum of one (1) li'ne per week Project J'obne' ~eoflnspedi()'l: tlatetheroinsto Inch~ ~ NO NA or rock I ll.o i:sf~tional? rallell, 5eedell Q'ld or mulched? ool? atected? " withtheo.erolllQ'l? All PRCII1MS CI CO<<DI6 tIED 10 IE AIODSED W1H A CXIlRE:C1M: M:1DI Identify the problem by......-.ber cnd/Dr pnwide oddiliOllCll explooctloo os neede;l Oe~erRePfesentotiYecootacltd,flOI'lleonddate: Controctor Representotive c()'Itacted. nome ond dote: Dote: Dole; Repoct SuPmitted by; Dot~; -' W ;:E '" <( U (/) tri O! w ill '" o tn O! ;': ::J <>- c!l <>- tuw~ ~~<( -,0 ~~C3 O~'" 0<( Z z_: ~ w:r: c!l~~ O<(;:E O!U;,: 0>-", illbJO O! ~ z Revi~ions ^ PLANNING SUBMmAl L.J. 09107/06 ^ PLANNING SUBMITTAL L.J.l1/03106 ^ PLANNING RE-SUBMITTAl L.J.1I/28106 !'::, !'::, !'::, !'::, Drawn By Scale N.T.5. JOb2006_27 Sheet Na. C1A N C") ~ " ~ z <( -' a... Z o f= Z ill > ill O! a... Z -' o <( ~ ~ ::::J ~ o c!l a... ~ O! I ill ill I- O! <( 0 ~ ~ ~ Z O! Z o <( I- -' (/) a... -0 o ........ CO N ........ o .. o .. .. .. ~~;% '" .. -..N ~~; ci ~ ~~ ~ ~~ :2 h t- .ti~;;S u ~~~~~ o 0"'8'g ~1"~~~ <(~~~& V)~o:2o ~~a~~ Checked By Dote 09/07106 ----,1---- _ Iran _. B-2 0/ Unllod Gonor~ _ Company n. No. 1llC-06-034-<<rN, dated ApI 24. 2OOI!t Rom lit Tho real estat. ~ oubjod 10 1ormo CIId prOlisIons 0/ an Easomont _ as Ins1nnont Numblr 90-7921, h tho 0ItIee o/tho R_ of HomIIlan Counl)l _ as IfIoIn Iween. Rom 11: Tho real estat. ~ oubjod 10 1ormo CIId prOlisIons lor 0 Sew Easomont _ os InItrumont _ 90-7922, os ...... - Rom 12: Tho real estat. ~ oubjod 10 1ormo CIId prcM!ionl of m Electric ... Easement ,-.led aslnstJumonl _ 91-6176, as -- Rom 1.lc Tho rooI estat. ~ oub jod 10 1ormo CIId pr_ of 0 Q-onl 0/ E_OIII_ 01 Instrument Number 91-32068. 01 shown - Rom It Tho real estat. ~ oubjod 10 1ormo CIId prOlisIons of 0 PortIaI UnRatIan 0/ Access Contrd 1ft ,-.led os Instn.monl _ 200IH34J4, as _ hereon. Land ~tIon Iran UnIIod _ TI1Io _ Company n. No. 1lIC-Ol-034-OO-N, dated ApI 24, 2OOI!t Apart ofthoSoutlloosl_ ofSoctlon 7C11d 0 part of th. __ _er of Section 7. boUl il T...... 17 _ R_ 3 E.... Hcmllan Coo.nIJ 1ndIonQ. _ as _ c-hg at tho _ comer o/tho Sou_ _er of said Section 7: Ihslco South 88 ~ooo 44 mhIt.. 'EI _ ..... 2,676.90 foot along tho NerlbIkl.olsaldSou_ _10 tho eonter o/saId SectIon; Ihslco South 00 ~ 25 mhIt.. 52 _ East 34.71 foot to th. POOIT f:K BEGINNN: of ~ ~tJan: _ conthuh9 South 00 doJooo 25 mhut.. 52 ...... E.... 16.70 fool; thlllCO SouIhoasIorly60.86 foot along an lR 10 tho 10ft h....g 0 rodlls of 170.00 fool, abterIcIod by 0 1ang dIcrd hlhhg 0 bocri1gofSouth 10 ~41 _too 15 _East Clldo IongIh 0/ 60.54 fool; thlllCO South 20 ~ 56 mhutoo 37 _ E.... 92.40 fool; thlllCO South 24 <109'000 03 mhutoo 23 _ ..... 36.36 foot to th. NcrIh rIghI-of-""1lk1o 0/ West 99th S1rool; Ihslco along IoId NllIIh rIghI-of-""1lk1o tho I_g Ilix (6) _ 1) South 69 do9'ooo 03 minut.. 23 _ ..... 36.00 foot: 2) WestorlJ CIId __y 46.93 foot along an ere to tho loll and holing 0 rodlls of I!l5.00 fool, oubtonded by 0 Iang cIlord hlhhlJ 0 bO<<h9 of _ 62 de9'ooo 09 mhutoo 41 _ West CIId 0 IongIh of 46.82 feet; 3) _ 56 ~ 15 mhutoo 56 _ ..... 100.34 loot: 4) --orIJ CIId WosIorIy 25.27 foot along an lR 10 tho~1 CIId Imirlg 0 -.oflOll.oofool, oubtondod by 0 1ang cIlord hlhhg 0 bocri1g of South 62 ~ 09 mhutoo 41 _ West and 0 length of 25.21 foot: 5) South 69 doJooo 03 m...t.. 23 ...... ..... 18.06 fool; 6) Nerlb 66 doJooo 22 _t.. 48 soconds West 49.93 foot 10 th. Eastorly ~1-of-""1l1no 0/ U.s. HI;l""1421: thlllCO Nerlb 21 ~ 10 minut.. 45""" -. 264.14 foot oIang said EasIorIy ~1-of-""111no; Ihslco _ 68 dogrooo 49 millll.. 15 soconds E.... 101.94 fool; Ihslco _ 8!1 ~ 37 m...t.. 13 oocond!l E.... 211.87 fool; 10 tho POINT f:K BEGINNNG, containilg 1.680 acres. more rlless. A part o/tho SoutIloosI ~crier CIId tho Southoosl _ of SoctIon 7, THII!h\I17 _ R_ 3 E.... h HomItan Counl)l1ndlonQ. _ os 101I_ CommenQIg 01 tho ...- comer of IoId SoutIloosI -... Ihslco South 88 do9'ooo 44 mInut.. 'EI _ West (_ boomg) oIang tho north 1kI. of said SoutIloosI _er 0 _ of 2876.90 foot I. tho __ corner thoroot Ihslco _ 00 doJooo 25 m_ 52 soconds East 0 dIsIance of 34.71 fool 10 tho "'*" of ~ boilg 0 _ IIiIh cop stcmpod 'SCHNEJOEJI FIRII jOOOl" (IIorooftor _ 10 as "~ Ihslco Sou1II 00 ~ 25 minut.. 52 ...... East 0 dIotance of 16.70 fool 10 0 "robar" an 0 nan-langOII\ ......10 tho loll hlhhlJ 0 rodlls of 170.00 loot, tho rodII. po&II of _ bon NcrIh 11II ~ 34 mhutoo 09 _ r.st; Ihslco ooutIlor1y along ooId ...... an lR d1sIance 0/ 60.86 10 0 "robar" _ bon South 69 do9'ooo 03 _ 21 _ West tcm ooId -. polrt; Ihslco Sou1II 20 dogeos 56 m_ 37 ...... East 0 _ of 92.40 foot 10 0 "robar": Ihslco South 24 de9'ooo 03 mhIt.. 23 _ West 0 distance of 36.36 fool 10 0 "robar": Ihonco Sou1II 69 ~ 03 millll.. 23 _ West 0 distance ~::'S:tIl0~~ ~~~ ~ofu:.:"'~~~of..l.!l5.':'" r.::;:: ~1:93 10 0 "_" _ bon _ 34 dogrooo 44 mhutoo 01 soconds West Irllm said -. point; Ihslco South 56 doJooo 15 mhut.. 56 ...... West 0 cllstance of 100.34 fool t. 0 "rob<<" an 0 nan-langOII\ ...... to th. ~11mirlg 0 rodlls of 10000oo loot, th. rodlls poInl of ""1dI bon _ 34 doJooo 44 m_ 00 ...... lIost; Ihenco _orIy oIang ooId ...... an lR cllstance of 25.27 10 0 ".-- _ boarI Soutll 20 dogrooo 56 mhutoo 38 _ East Irllm ooId rodIu. poIn~ thence South 69 ~ 03 mInutoo 23 ...... West 0 _ of 18.06 leello 0 Mag NalI1i1h -.. stcmpod 'SCHNEJOEJI FIRII jOOOl" In an CIIllIlOII _ Ihonco Nerlb 66 dogrooo 22 mhIt.. 48 _ West 0 distance of 60.31 foot 10 0 "robar" an tho oost ~I-of-""1 h of u.s. 421 (1IIdI1gan Rood) per SIote Ifo;r.oy Projod No. SlP-135-2(00B); Ihslco _ 21 ~ooo 14 minutes 40 _ West along ooId oost ~I-of-.., h 0 _ of 227.21 foot 10 0 "_" an tho poInl of cunoturo of 0 ano hcMIg 0 rodIu. of 228,387.12 fool, tho rodlls po&II of lIhldl bon Nerlb 66 doJooo 45 _t.. 20 _ r.st; Ihslco _y along said ano CIId said oost ~I-of-.., 1In. an lR cIsIanco of '- .J ~ 29.62 (d!<<d beoring NllIIh 21 do9'ooo 14 _.. 'EI _ West 0 d1sIance 0/ 29.62 foot) t. 0 ..-- lIhldl boarI ;.....~...- South 66 dogrooo 45 mhll.. 47 _ _ Irllm said _s poIn~ Ihslco _ 66 ~ooo 49 mlnutoo 15 _ East o _ of 10!l.59 fool to 0 "robar": Ihenco Nerlb 11II dogrooo 37 _ 13 _ East 0 d1sIance of 211.87 fool 10 tho "'*" of ~ cont=mg 1.73 ocr... mers erl_ hIE cal, SIll. SEe. 7, T.17M.. R..lE. : MAA IW. RUI) PER c:cum' IUEIDIIlIS : _--L:~LIC_~"":..~~_--~~--~ ----- SIIlA4'2TI lIlUl' : _ ____IlJ!!',g.!B.l~~- SonejoI'sReporl r - - - - - - _ 1. In occordonco IIiIh 11t1e 865, Ar1lcIe 1. Olopt. 12 of tho Indano Admh_ Code ('RID 12"), tho foIosIlg -.-------------- --------~--=--=---- _CIId oph1ansenoubmlttod regarding tho__1n tIlslocollonsof thohsClld corners --- __th~_asoresdlof-il-rIICIIIlSllonlotJan: ilrscord~tIonsClldplols; Inhsof ~ CIId os _ by ""delft trrOIS h __ C"Th- ~f). lIMn moy be unwritten ~ts assodotod IIiIh Ihoso _ties. 1110 dIont _ assum. tIlero ~ an CSllOllIII of _ty along anylln. oquoIln __ 10 th. __ il tho 1ocotIon of tho 1kI.. of possossIan Irllm tho IlIIWJlld 1kI.. Then moy be diIfenr<ss 01 cIood __ ..... ..-red _ oIang the boulldory 1In.. ..... h..... and, IlesIso, tIlero moybe found _mcsters _. bul not procisoIyot.lOII1O boundary_ers. In _ "",,"th.__of Ihoso differ..... er. ilia than the R_ _~ _y staled _ CIId less tIlan tho uncorlanty Ideolltlod ler th. ,oferonco rIICIIIlSllOlllatlan (discussed boIolI~ tho diIfenr<ss moy be _ed 1nsIgn11lconl CIId en ..... an1y lor _ of moIhomotIcoI dooooe. SUdl diIfenr<ss tIloI en fI[IlIIcr. than tho R_ _ k<otoq and tho _alnly h _ 1IIOIl1III0000atIan _ be _ _yof notIco CIId er. tIleroloro IurtIlor discussed b<Iow. Th~ _ CIId roport en based il part upon op1nlan. _ h _ siIh an IndIano Land Slswp's roopoosibilitylo c:anclIc:I 0 _ il _ s1th .... er 0 procodonf (665 lAC H2-11(5~ _ of tho 1ndIano SloIe _ of RogiotIollon for Land &nops~ Since Indono hoe no sIoMoo odcI'ossir>g how to .- boundary _ 0 ,,*,tIon based an priIcl>Ios domed tcm common low procodont must be nfJOd _ as the _ lor 0 boundary .-- t.\lIoa _ noted er dopictod hereon, tIlero ~ no ........ of ~ along tho porInoler hs of tho oubjod troc\. III __ontsoot or_ ~_en"" with txIstIng "odowdtss_notod. t NW em, MIll. SEe. 7, T.I7N., R.,lL _ _ RIIIII'IR lDIflY AI:IIJlDI:ElO I 1 SlIney land ~tIon I 4 -N- I ASSUMED NORTH SCALE 1" = 30' 'r f i LE:QEND 0111 =-=BASIN .-........ ~ ...... aMR <I)................ e WA1[R IUItQE . ........ '\:o~' (J _ lDlT ----JI unm PQ.E W1H QI'( _ >\ U1lJTYPlUII1II""" '"'-0 RAG PlU o 11Wf1C PlU auUll.J1YPEDESJ'Al. 0, ElIC1IlIC 101I a meTRIC 1RAHSRRIER W a:JQ1I~ tNT ....UllINVAL'€ Y:fH'lllRANT <3 !Ill ........WA.D VAl\( <>w.."" 101I ........GA$ YAlW: q, CAS IIElIIl -~SIQlS - lIMllOX G)I= . .... ..... --------- (ft(JIEAI)l1lIJ1YUNES TV - l.IIOQlQHl1llf\lSllJl E-l.IIlEROI1NJELEC1llIC T - lICDQl(I.NJ 1B..F.Pft(Il[ FO - l.IIOQlQHl .... CI'1lC r - L.NlERCKUI) mu: ..,.. G - lNlRalO.H) GAS LN: V - lJIrIDQKUI) WAD LN: S-~LN: ----I.IClOftiROl.ICSTORII -- - - -- - - -1.IIlERlJKIIII SNtTARY ""'...SOOOS FDa IJ€ -- R.OW LN: ~~ Schneider lHE SCHNEIDER CORPORAllON Historic for! Harrison 8901 Oils A_u. Indlonapcllo, IN 482l8-1037 Telephone: 317.826.7100 fox: 317.8.26.7200 www.schneldercorp.com Architecture CMI Engineering Envlronmenlal Engineering Geotechn leal Services GtS . US Home BuDder ServIces Interior Design Land Surwylng Lonclscop. Archlleclure Transportation Engineering >. ~ d::S is ~ fI) >. of ~ ~ ~! ~ "0 fI) ~ I=l ..... :a "S ~ CIS:il .0 "S... ~ ~ "t! B to) 0'" "0 < :S ~~:;a. g I ~ ; I ~ ci. ..se g.J J;i ~~ ~. ~I ldJ .... II ot:~~~ -..... ~~ - DEED _ 011 OISTANtE R - RECORD _ 011 OISTANCE - IlEASURED _ 011 OISTANCE P - PlAT ANGlE 011 OISTANCE Th. _ PcoItIonoI Acanq (.... 10 random trrOIS il _I) of th~ ....., ~ llilhln tho opoc11IcotIon. ler an ll1Ian Qaso SlIney (0.07 feel p/us 50 ppm) as dolilod ilIAC 865. Th~ _ ~ an or1gilcj ...., of 0 Irocl o/Iand 1Iith1n tIloIlIos siIhIn 0 Irocl _ InsIrumonl Number 2004-43748, il tIls 0ItIee of th. _ of HomIItan CcunI)IInd1ano. Tho goomoIry of tho lIIbjod Irocl ... based _ dIonl'. iIslructIan CIId tho oost ~l-of-.., of u.s. 421. A H<BI1oan _I... found, per CounlyRoforlllCO llos, h 06" Pw: pipe 1.0 leeI boIolItho ourfoco of 96th Stroot 01 tho _ comer of Sod1an 7, Tosnshl> 17 NortIl, R_ 3 Easl No __ _onl ... found, per Counly Roferonco lies, 01 lilt ourfoco of 96th Stroot 01 tho _ ",crier corner 0/ ooId Sod1an 7. A Honfsan _I ... found, per Ccunly Roferonco lies, 01 tho _ of 96th Streel CIId SIloIbomo Rood 01 th. _tIloost corner of said Section 7. A Mag Mol ... found, per Ccunly RoIerlllCO lies, 01 th. ourfoco 0/ SIloIbomo Rood 01 tho oost cpslor corner o/saId SoctIon 7 ('ohod opio per "'er_ tios~ A roiIrood opi. ... found, per County Roloronce r... 0.3 foot bolos tho ourfoco of l06th Stroot CIId SIloIbomo Rood 01 the northoost comer of said section 7. A roIrood opio ... found, per County Rofor_ llos, 0.2 fool bel.. tho _ o/l06t1l Stroot 01 tho north cpsler corner of said SoctIon 7. lIMn is, In my ophlan, as mud! as 0.5 foot of uncorIoInty ossocIoIocIlIiIh tho 1ocotIon of Ihoso mcmsnonb. No _ont ... found ofter .._ and pIob/ng 01 tho ...,. of SoctIon 7, T_I> 17 North. RCIlgIl 3 Easl ThIs comer ... oot_ Irllm th.1ocotIons of tho manumonts found 01 tho __ comer o/tho _ _er and tho ...- _er of tho Southoost ~er. as "'erlllCOd .... In con)mcllan 1Iith plot gocmoby of _ F h West Camel Cent. _ illnstnllnonl _ 2003-41665, Plot CobInot 3, SIido 163, iltho 0ItIee of tho R_ of HomIItan CcunlJ IndIano. Tho north r.. of th. Southwot _ of Sod1an 7, THII!h\I17 North. Rango 3 East ~ ",.., Irllm plot goomoIry for hfonnatlan~ purposes Thort Is, h my opinion, os mudI os 0.5 foot of _oInty _ed IIiIh tho 1ocotIon of tIl~ comer. Tho gocmoby of 1ft A of Stole "",""1 Projod No. SlP-135-2(0Il6) ... est_ed Irllm tho spIil of ast>s ~ang U.s. 421 (1IIdI1gan Rood) ncrih of 98th Stroot CIId the pllJSfcolIocol1ans of rnonIloI.. (as _ h IoId Slot. ~""1 Projod N~ SIP-I35-2(OIl6)) _ along tho oost !lido 0/ u.s. 421. Tho 1ocotIon. 0/_ along th. oost!lido 0/ u.s. 421 .... s11h1n 0.5 fool of the stat1anilg CIId s11h1n D.5 fool of tho ofIsots Irllm 1ft A os reforlllCOdln said project '"-__ .... _ to _ tho statIanilg along tho Lil. A, os ",.., _ Tho ~I-of-.., r_ of IoId U.s. 421 (Irdl1gon Rood) ..... est_ Iran 1ft A using plan geometry of sold stole HI;looy Projod No. S1P-135-2(0Il6~ Th. _ CIId corners of th. pennl CIId od)>hlng trocts .... Iocoted hereon based an contrdlklg _ cOII\_ h th. r_ closcrVt1ans of said Irocls. Then ere no cIood _ er overtops 1Iith od)>hers along tho porimot. 1In.. o/tho poronI Iroclbasedan contr~c:cjJ.cOII\_ilrscordlond~tIons ::; :.:.:ft~ =..'T':;:"~~~: =ed~:=;'~-~';':~= ~:.. ~ 0 _ cont_ h sold dood. Tho IIn1Itod _ rIghI-of-""1 focI1Iy 01 tho SOlllhwot comer of tIls lIIbjod troct I10s Iran 2.4 leeI SOlllh to 1.8 foot north of tho 1kI.. based upon tho contrdlklg cob contained In hstrumOlll Number 2006-13434 CIId il tIls description of tho lIIbjod Irocl prowidod by others. Tho northerly, _OIly CIId __y_ ..... _ed Irllm geometry of 0 motoo CIId bclund ~Ion pr_ by tho cIIont. Tho _y _ of th. oubjod Irocl ... est_ along tIls _y rIghI-of-""1 h of U.s. 421 (1I1ch1gan Rood) per Stole "",""1 Projod No. S1P-135-2(0Il6~ Tho _ edge 0/ an ospIloII _ along the oost !lido o/tho oubjod Irocllles from 1.0 foot oost t. 4.9 fool oost of tho I1nt. Tho north edge of an ospIloIId along th. SOlllh !lido of tho oubjod IroclI1os from 14 fool ncrih to 14 feel _ of tho IJno. 2. Tho ocancy of anyllood hozord dolo ohosn an th~ report ~ lIIbjod t. mop ocde uncorIohly CIId to any other UllCerlalnty illocotlon " _ an tho reforoncod Flood __ RoI. IIap. Tho s1thin _ trod o/Iand r.. IIiIhil Flood Hazerd Zan. X (unohodod> OS IoId Irocl pIoIo by ocoI. SOlllh CIId od)>hh9 Communny PanoI IUnber 18OO8ll 2115 f th. Flood h...anco Role IIq>s lor Hamltan Coo.nIJ hdIano (mope doled FobIu<<y 19, 2003~ Tho tho oubjod troct pIoIo by acoI. an mop "'_ os U", _ lB057a)2tSF, IhIs mop ... not priltod. 1 Oonerohl> ilfonnatlan hcIcolod h..... ~ as Ideotif1od h Coo.nIy er TosnshIp _ er an t1t1o ""'" prO'<ldod by others. 4. Th. oubjod Irocl ~ zoned B-2 per tho CIty of CormoIllS Mops as found an tho hlomol 01 h1to:/lwn~.........il..../mm...lllol.cIm. an.lmo 16, 2006. Tho sotbock ,oqulromonts for B-2 zanhg can be-" translt~ and oubjod t. ItgaI hlorprotol1an, therefore, _ lines are not dopictod hereon, but en IIstod heroofler. IIoxinum Hoi;I>l " Sidy (60) fool lIh....m Fronl _ . F1ftoon (15) leeI Ifnirnlm SIde _ - FMI (5) fool IIhhMn Roer _ - Twenly (20) feel IIhhMn GnIund Floor 1<00 - Nile _ (900) __ foot U........ lot Covorogo - _y porcOII\ (901) of lot PorIcIng a l.oodhg Borth - 3,000 - 15,000 _ feel "OIl 1Ioar cno - One (1) bOI1/l 15,001 - 40.000 _. leeI "OIl 1Ioar cno - T.. (2) berIho Eodl 25,000 oddiIiand _. fool - One (1) oddiIiand bOI1/l 5. E-.co of ...... of t1t1o lor the lIIbjod Irocl ... prowidod h tho Icinn of Unfted Goner~ llUt In....... Company no No. DNC-06-03I-00-1N elated ApI 24. 2006. Some of tho 110m. clIsdoood h SdIoc1do III thereof moy h... been depicted an tho ....., and er. IdonlItIod bylholr rocordIng dof~ Shadd any odcItIancII1toms need to be dopictod an tho ...., pIooso_Clldprooldothoopproprlolo_ ............. 5992.001 """"""" CNC ...._rua ~\!l~\!IIllD1"" O&TONIE ~, HE cal, SWII. SEe. 7, WN., R.,lL LOCAtDlPOPUTfEa.oacr.IESJCNlIIID. ~jIllllH1""P.~~SL1" It ..... 1/'IIllDI '" .",... 'SCItDlIl fill pt/I" SEI W/////////////~/////~ \ \ \ \ \ ~\__sa:.l.l.11M..R.Jt \ DUKE talS1RUC1llJl UllTEO PAR1NERSIIP UIIITEO WARRANlY DEED INST. f2OO4-41560 I POIl1IR SHANK ~ uc SFEllAL lfARRANlY DEED INST. "999-9904943 LOT 1 f:K B1.OCX F IN lIEST CARIlD. CEN1ER INST. '2003-41665, P.e. 3, SL 163 ........ ......., PART f:K DUKE CUIS1IlUC1llJl UUITEO PARl1DSH6' SFEllAL lfARRAN1Y DEED INST. f2OO4-43746 \ \ \ P- ......~..... -- ...... ...... ...... ...... ...... -- ...... ...... ...... ...... ...... ...... ...... ...... '/'/ /'/ I /'// 1// '/'//r / '/'/ ~h\ /'/'/ I ~~. \ / / '11I ilill \ /'// III 1I~i!! \ /'// // ~~~~~~~~~====================== tll/'tliiE"'iF.:s:-... ooa-....)... 6. Thort ~ _ of _ moWlg...... buldhg construction or buidh9 _.1IiIh1n ,oconl mantlls an CIId STAl[ _v PIlClIl:I '" SIP-''''l(1XIO) 1 od)>hilg tho IIlbjod trod 01 tho tlno of ......,. I 7. Ther. b __ _ of roconl streel CIId _ c:onsIruc:Ilon an CIId dong Propoood West 99th SIreoI. U.s. 421 (1IIdI1gan Rood) CIId dong tho oost side of th. lIIbjod troct 01 tho tine of ......,. UNE L1 L2 L3 UNE TAIll.E BEARING 524'03'23" 569'03'23" S69'03'23"W lEHGlH 35.J6 35.00 lao6 =~~~~,lL III1IIINlIllS 8. There is no obsencIbIe evidence of sit. use os a soGd 1JCISt. cbnp. sump << scrritary ICIId fBJ at the tine of 11I""1- 9. lh... is no obsenabIt t'tIdence of sit. use os a cemet~ x, ---yJ~--- - Tho__data_CIlIhls.....,lsbaled _ a paoiIicrlaI _ derhod Iran QobaI P_~g SJSlom (GPS)_ ~ by__ 9ney (NGS) utilizing their anrne POIitianing IJ1er _ (lfIJS)- UnIea ath...... noted, __ "'own """" en baled _ said OPUS _ and cr. CIl the 1988 North _ VertIcal Datum (NAW88~ Thls_ 01_ _ derhod utilizing tho mcol recent geaidaI mocIeI (GeaId03l "Is my cpillon thai tile _y In tho _ aI tho ",o)cl- _ not_ 0.10 fool. (Caltrol Point 1100) - Vag NaI """ __ .. In the _ edge 01 III aop/IclIt welt along tho ncrib Iida of ~ West ggu, Streal ElEV. . 11811.24 (NAW88) lBIII1 cut "'t(' ,_ CIl the top of a _eta cut> at the _ comer of Prapooed West ggu, Street and the lht dIey eoet of u.s. 421 (\IIclI1gan Road). ElEV. . 811815 (NAW88) lBIIp cut "'t(' .. In tho top of a concret. cull of a pcrtIng _ at the _west comer of a perking 101 In the _west comer of LotI In _ F In West CcrmeI Cslfer. ElEV. . 811855 (NAW88) UtiIitIeI Gas IndICIla Gas Campany 15000 AIIIaon... Road NoIlIesWIo.IndiCIla46OllO (317)77S-S534 (Don Purclle) - CcrmeI utIily Ilepcrtment ()!e a.Ic Squcn CcrmeI. Indana ~ (317) 571-2442 Tdep/lone SlIC Amel1tech 220 North V_ Street ~dIonapoIIa. IndIona 48204 265-41178 cr 1-800-382-5544 CallIe TeI_ algtrtHouseIlet_ 3IlJO_tA_ IocliCIlapeIir, IndiCIla 48218 (317)m-1l7OO t NW caI., NI1l. SEe. 7, T.I7M., R.JE. RMRDAD _ ROD PER auny 1Ul1IIICI:1O I I \1 VICINITY MAP o 9t_W/YfJJJ1ICII'STMFm 'SlIItIIlIRfIII".,r......... _1I01IIl P<IlTER 9IANC ~ UC 9'Ea.II. WARRANIY lIED INSI. I1-lIII04943 i 000: ClINS1RUC1IlJllllmD PARlIOSHP UIlJ1ED WARRANIY lIED INST. f2lI04-41511O LOT 1 ~ 1il0ClC F IN lEST CARIIEI. COI1EIl INSI. f2OO3-41665, P.e. 3, 51.. 163 ..... Scale' 1" = 2000' lIlUO' ~ x$~ it> x$~ PART ~ DUKE C061RUC1ION llImD PARHRSHP L=60.86' 9'Ea.II. WARRAN1Y lIED ..... ......., R=170.00' INST. f2lI04-U/48 i~' x$~ x$~ ~ . rv.va $" x$" i~ x~. )II $9 x$~ PART ~x$~ x$. xi' xi" x DUKE C061RUC1ION lJlI1ED PAR1109lIP I 9'Ea.II. IIARRAN1Y lIED i~ INST. f2lI04-43748 $~ $" $~ ; i~i1.13 ~9 i~ x x ~ (MO IlWJNOS) $" i" if; i~ x$~ aWl a: DRT x$~ € ~ xi~ a i" x; I I 'I I LINE fAIllE LINE BEARING lENG11l L1 S24'03'23"W 35.36 L2 569'03'23"W 35.00 L3 569 23"W 18.06 SOI'44'2TI(II) lIU1(lI) lO1t#(1l) --:::.-- ~# 1fIVit.A1III.'AI1IALIlf'lf'ASrtlFA..qq L IllAm.oEI_ fI' caoram CREDl WAL DRMI lIS!. flOlIH1" ----------- ~~~~~1= ------------- utiiIy HotI'n~ within Indlcna 1-800-382-5544 Nole Tho nature, eIz. and IocalIon of u\IIIIes en per plans and _ praoIded by tho reopecthe utIiIy campanles. Tho _ list _ _ " nat all, of the utIiIy companies _ may PfO'Ide _ In tho creo of, and adjacent to, the 1Ub)cl pro]oct. baled _ tho information _ througlI ouch plans and 1_ and CIly _'ei _ Inopection. NI .ony _lesellouldl>enotl1ledprtcrtallly_fertleldlocallanoflllnicesandwrlflcatlon of liz, and nature of .... sw cal. SEll. SEe. 7, T.I7M., R.JE. HAIlIISOIIllCUlDlTRUlDPElCUIIJJY 1Ul1IIICI:1O HE caI., SEll. SEe. 7, T.17M.. R.JE. YMl NM. RIM) PER aunY lVEREMCf 11$ -----~ _44'21W (II) lOT (0) _(llIIl) SIoIITARY SlIlUC1UIlE TAIl..E SNlTNl't........('SSjI\42.) '" . ..... ..... .....(12'''''') ::::=f~~~ SNlTNl't........ (SSfl3Il5) It._ell ..... .....(,t' ""') ,.... .....~t' PI<) SNlTNl't........(S!lj!585) ",.1llI&2ll NO ... . .... (,t' ""') [1NY...86U(tr~ S ... . .... (,et PI<) SNlTNl't........ (S\I04i8) ",.UU! :::::~N~:l 'h-..J _1IIIIIIl I ! -N- I ASSUMED NORTH SCALE 1" = 30' 'r \" !O~ . lIED BEARING OR DISTANCE R = RECORO IlEARING OR DISTANCE V = IIIASURED IlEARING OR DISTANCE P . PlAT ANCI.E OR DISTANCE S1tRI SIRUC1tJR[ TAIll S11Rl .... IlUT (STI5225l 1C -lIB&53 .........(It'RtP) E.... ..... (It' RCP) S11Rl .... IlUT (ST,.,.2) ",. _44 . lIlY. .lIlIl.S(It' RtP) ...... lIlIl.S (It' RCP) S11Rl .... IlUT (STI'\25l tc..III1U4 N'l1N'.-lI83.2{1t'fO) SON'. -lI&lO (12" Ra') S11Rl .... IlUT (ST",,') TC' 8lI&JO II NY." 8B2.I(12" Ra') , ... . .... (It' RCP) S11Rl .... IlUT (STfSml re..8IIB.40 II INV. .. 8BU (12" RaJ) , lIlY. . .... (,t' RtP) S'RIII aJII DI.ET(STJW2) TC.. 8!11148 SINY. -8SU(lt'RCf) S11Rl IlEJ (STjOe) rc..887.01 5 INV." 8112.7 (12" .0) S11Rl IlEJ (ST""" TC.. 857.25 ..... .....(,t' RtP) , lIlY. - ..... (,t' RCP) S11Rl""""(STfOI12) 'It -887.12 . lIlY. . 877.' (lI'1llI') fllfY...87U(lt'lKJI) ,.... 877~(31'1llI') S11Rl .... IlEJ (ST,..'" lC.. 8B7.54 ..... .... (It' ""') S11Rl .... IlUT (ST_) 1C.. 8IIlI.01 .w. -lllI5.. ~t' ""') 'iNY.' .....(,t'RCP) S11Rl""""(ST,..,,) It-a07 . ... . 877.7 (JO" RCP) ..... et!2.2(,t' ""') E IW. .. 877.11 (Jr lIP) , ... . .... (It' RtP) S11Rl........(ST.....) '" -...... . ... . I7U (JO" "') ..... .....~t' RCP) EINV.-87U(42"Ra') S11Rl""""(ST""2) '" . ..... WIN... 871.1142" ID) NIN...esU 1S-aa>>) ,....OlO.2 ~RCP) BDrnII C'I STlllCUE .. 871.3 S11Rl""""(ST",'2) te..al1 ~ == : :::.] l~ :1 S11Rl""""(ST,..,,) TC.. .35 . ... . ..u (JCI' RCP) , ... . .... (1S' RCP) ,... = ..... (JCI' ""') S11JlII """ IlEJ (ST""') TC -1187.41 IINY. -815.0 (1t'1U) (cotEC1S 10 ST""" ,.. RCP) S11Rl""""(STI5M') re-IIS1.l1 . ... . .... (24' RCP) , ... " 1IW ('" RCP) SIN... ml(3lr 1nP) (cotEC1S 10 ST"'" ,.. RCP) S11Rl """"(STI5M2) re.887.n . ... . .... (24' RCP) ......... (24' RCP) S11JlII ........ (ST15M7l lC..lI87M N ... . .... (24' ""') , ... . .... (24" RCP) S11JlII""""(ST,....) '" - 01U2 II NY." 813.5 IKJI) E ICY. -8114.7 IU) SIN... 8SJ.J RtP) (cotEC1S 10 RtP) S11JlII ....1lEJ (STfOI1J) '" . ..... TtJIOfDDRS-883.04 C<<tIIIcaI. of !may ILTA/AI:!M Land 111Ie !may TI< Red Rollin international. Inc., a Neoada corporallon lie """"""" and aeelJ1o; Old<. _ lInned Pcrtnenhip, CIl IndIona limited parInerIIIl4>; Lmted _ TrtIe ~""""'" Campany ThIs ~ toC<<tllythal th~ map or p1a1l1ld tho _CIl _" Is baled.... made In _ """ tho"ll1n1nun Sl_d DetaI Requi'oments fer Il.TA/AI:!M Land TrtIe~' )IIn~y est_ IIld adopted by ILTA and NSPS In 2005, and _ IIoms 1-8, 7(a~ 8-10, l1(a~ 13, I., 18, 17 and 18 of TeIlIo A Ihereol _I 10 tho Accuracy Stondcrds as adopled by ILTA and NSPS and ~ efIecI CIl tho daI. of IhIs cerlI1Ica\Ion, UI1denIf1ed further _ thai In my professIcnoI opinion, as a land _ registered In tho State of In_ tho R_ PasitiorMd Accuracy of this __not_1I1at"'1ch~opec:Ifiedth..eIn. To tho best of my _edge and lleI'oI tho llithln pial also ....-to a ....., made ....... my lNlper'Aoion In _ with TllIell65, _e "ll1apI..,2 oftholnd1ana AdmlnislralheCocle.Thefleld _fer 1I11s__ performed CIl ..... 18, 2OOS. The topographic data _ gathered using otandord .- 0UfWlIn9 lechn~ Ii1I1 III Electronic: total sIaIIan and dala cdIector and/cr using QobaI PoeitIanlng (GPS~ Dmllan. CIl herd ""aces cr _ en occurote ta within 0.051eet, _. CIl __ en occurote 10 within 0.1 leet. Caltours en plaited baled upCIllnlorpolallon of opot eIewalIons ell.... hereon and en -..... to ~ within .... hell_tour Inlerd. CarotIna L Calcler Re9sIered Land ~ I204OOlI08 ..... 23, 2006 i LEGEND 011I1=':_ --........ ~ ....... CO\UI ill"""""""" e 'lAlER YANtDE ......... "to~' *1iO""" ----tI U1lJ1Y Pelf 1111I Q1Y _ -"UlllTYP<UTI1HOlER "-0 FUO P<U o """"PIlE CV U1UTY PEIlSTAl '\;!1.ECT1lICIIETER 1llIE1fC11l1C""""""'" IlIlXl1011CJl1lG <NT .......lI1I..fTYv....w: "''''''''"' <1> lIll. +t-lAltR VAL\( o,,"1!R IIETER .... GAS VAl\! q, GAS IIETER -~- -- G) :::.= ~.......... --------- 0'l0tDD U1IJTY\JrES TV - utIIR(RUI) lDfiSKII E - UICDl'RJ.H) BrC1lllC T-I..NIRCHl.NJlWJ'Ht'NE FO-I.IfIllQQ.N)FIIR(P'1J; r - lNlERCRlHJ ftIICE ..,... G - I.NIRGR(UI) GAS lIE '" - l.ICDQQ.HJ lAD lIE S-~LK ----LIIIERQl(l,ICI)SlORII EIectr1c DuIe Energy (fonna1y CInor9Y (PSI)) 1441 S. Qnonl CarmeI,~dIcna~ (317)5111-3027 (IIor1ea Cocnce) Sonn..., Sewer Clay TOlIl1IIIlip RegIanaI _ District 10755 Ncrih College A_ term... lndIona ~ (317) 1144-9200 Storm Sewer CIty of termel CIty HeI1, 1 a.Ic Square CcrmeI. indiana ~ (317) 571-2441 Streets CIty of CcrmeI CIty HeI1, 1 a.Ic .. CcrmeI.~diona~ (317) 571-2441 --------lICIERQROl.IIISlllTARV .......- FElKElH flOWlH ~~ Schneider THE SCHNEIDER CORPORAllON HIst<<1c Fort Harrlsan 8901 Otis Avenue 1nd'lGIlapolit, IN 48218-1037 Telephone: 317.828.7100 Fax: 317.828.7200 ....schneldercorp.com Architecture CMI Engin....ing Environmental Engin....ing Geotechnical SInIces GIS. US Home BuDder ServIces Interior Design Land Su~g Landscape Architecture Transportation Engineering >. t ~ ~ >.<5 e ~~ :::J ~ f3 ~ ~ ",.... rn - fIl t:-' ail &!'g:.ai .8 ~ Po. :i ..0 ~... o ::::El l:lO~ !:l::= rn 0 1i u Po.'" '0 < 0 is! &!............e-o'" ~ <II I ~ i dti .El8 ~I &1 ~~ ~. [!jl! ~J ""'u I ~ ""'"'''''' 5992.001 ....... .. CNC ""'... FUlt ~\!i\l102lPOl"""\5IIlIlO1"" 9On1rvvo Plant List ~ KEY QTY, SIZE BOTANICAL NAME COMMON NAME ABC 3 8' Abies concoler Concoler Fir Acr 12 2,5" Acer x freemanii 'Autumn Blaze' Autumn Blaze Freeman Mople AMC 2 6' Amelonchier canadensis Arnelonchier canadensis ANS 18 ~49OI. Andropogon scoparius little Bluestem SMG 2S Buxus x microphyllo 'Glencoe' Chicago Green Boxwood CMK 6 1 gat. Colomogrostis ocutiflora 'Karl Foerster' Feather Reed Gross CRI 6 6' Crotoegus crusgolli vor. inermis Thornless Cockspur Hawthorn EAC 67 24" Euonymus olotus 'Compoc1us' Dwarf Bumingbush Erc 500 3" Euonymus fortunei vor. colorotu5 Purple leaf Wintercreeper EFV 17 5 !j,ol. Euonymus fortunei 'Vegetus' Bigleof Wintercreeper GTS 7 2,5 Gleditsio trioconthos vor. inermis 'Skyline' Skyline Thornless Honeylocust \ HWC 88 ~49OI. Hemerocallis 'Uttle Wine Cup' Little Wine Cup Doylily JCS 42 Juniperus chinens;s vor. sorgentii Sorgent Juniper MLr 16 6' Malus floribunda Japanese nawering Crabapple ~ \ MLS 3 4' Malus sargentii Sargent Juniper / \ PIC 6 S' Piceo pungens Colorado Green Spruce ,/' RHG 82 24" Rhus aromatica 'Gro-Low' Gro-Low Fragrant Sumac RNP 39 ~49OI. Rosa var, 'Nootraum' Pi~k Pink Flower Carpet Rose / / SMK 56 Syringa petula 'Miss Kim Miss Kim Dwarf Liloc ,/' SPO 35 1 iOI. Sporobolus heterolepis Prairie Dropseed TIR 7 2,5 lilio americona 'Redmond' Redmond American Linden TMO 17 24" laxus x media 'Densiformis' Dense Yew TOT 5 5' Thuja occidentolis 'Tecnnyii' Mission A.rborvitoe ,/' UCH 16 2,5" Ulmus carpin'lfolie 'Homestead' Homestead Smoothleaf Elm ~C 13 24" Viburnum corlesii Koreon9pice Viburnum I t , ; f i I I ~ I L__ / I 1 \ , -1'J 1-1- I T I ~ -1- 1 :6.V,.16.1 1 1 1 I \ 1 I ~ .' , , -- -,- ---- ~--~ , , , , , \ 1 MLF P) 6', MLr \~~i(SMK (10) 250.cr --;-\~ \\ $) --'\~- , , '\ \ \ \ \ \ \ \ " , \ \ " \ \ \ $1)\6' CRI \ \() ~: CRI \~Q) ~ EAC (2! 'rs ;~CH \ \ \\ \,\ \, \ \ \, . \ \\ \\ \' (~\I :* JCS \ \ \\ " , \\ \\ (3) \'\ML" \\ \\ (20) 24\ S~, ) 2,5~ UCH\' \\ \''. \ \ \\ c, \ \\ Lf'l \~ 'I \ \, f, \.\ ,~ ..-> \ \ " \ \ \"" \ \ \" \ \,) '6' ~R" \ (X< 6'\ CRI ' , . (20t,247 EAC (2) ~"\~CH \ \ \ \ \ ,- \ ..:-...... _/.~\ , \ \ (14), 24\ JCS \. \ \ '- \ ' (3) \, 't.1lF \, (8) 2~: 'wK1 . , , , , \ \ '. \ (1\ 2,r ACF \ \ \ , \ , \ ,\ - :\......;$\~\ \ , \ \ \ , \ , , , , , \ ----~ , , , , , , \ , , , , ---- ~ ... ~ J w ;:;: '" 15 ~ tri w w ~ ~ :::> ~ <0 8: l:uw~ ::2:U< ~~Q :::>"-< O~~ 0i~ z~(') - W J: O~~ ~()~ @i3~ ~;: Z -0 o --- r-.. o --- 0- o .:J Z<( St:: (L~ w:::> (LV) ~0 uZ (/)Z qz ~:s -1ll... " I I g ..e I'~i ~ I. i~nl ~;U! .- ^ f'l.Ar+llNGSlIaMlITAL ~rRI01/01> ^ f'l.Ar+llNGSlIaMlITAL ~'1I03/01> 6 6 6 6 6 ,-~----_... __"__1IW1O_1111' ....__.._CDlIU_....... ~~~ Drown8'f Ct'oect.lkl8'f - "',.",,, ""06-4030 '_No. L1.G L 1.1-01 DECIDUOUS TREE PLANnNG sCALt: NONE - -- - PLANT UAlERlAl SHALL NOT BE PRUNED PRIOR TO INSTALL.AlION; AFTER INSTAl..LATlON [AOf PLANT SHALL BE PRUNED fOR _1lY_ '. RENOVE BURlAP AND TWINE fROM TOP 1/3 Of ROOT BAI.1. WUl..Ol SEE PLAtntfC NOTES. SCARIFY SIDES BEFORE PLANTING. BAOOll WI1H PREPARED TOPSCU.. SEE PlANTING NOTES. TOPSOL M1XlURE TAMPED fRI TO PROEHl SET11.EUENT. L 1.1-03 ~::!A,~nN(l I t ~ I I I i SELECTl'tfl. Y PRlJN[ ALL BROKEN OR DAMAGED BRANa-IES IN SUQ-I A MANNER AS TO IllAlNTAIN 1HE NATURAL. FORM (s THE TRtt. ELASnC OR Pel. 'I'ElHYLEHE Wl)I,94 GUYS (2) GUYS PER TREE AT TRUNK. f'l.AG ALl GUY .RES. BREAK SOIL .1H PICK AXE.. BACICFILl "1M PREPARED 1CP5aL: SEE PlANTING NOTES. PRO\1DE CXlWWEftOAL fERTILIZER, APPLY PER MANUfACTUREfl:'s DIREctiONS PLACE BAQ(fJLlIN S- LA'r[RS. WATER [A()t LAYER UNTU.. SETn..ED. DO NOT TAMP DOWN. ROOT BALL TO SIT ON UNDlSTlJRBEO SOIL WITH RDlAlHOER OF HOlE TO BE EXCAVAlm AN ADOITIONAl IS tNatES. CONTRACTOR SHAll. EXCAVATE PIT WAllS l4RTlCALlY AND 12" ~ (ALl SIDES) THAN THE DIAMETER Of THE ROOT BAlL PI..A-'''I!tiG N(nES A THE LAHOSCAPE OONTRACTOR SHALL CUARANlEI ALl PlANTS IHSTAUm fOR QroI[ F\A.L. l'EAR FROM DATE Of ACCEPTANCE BY THE 0lINER. AU. PLANTS SHAll. BE AL/"JE AND AT A \1GOROUS RATE Of GROWTH AT THE END Of THE ClJARNfTEE PERIOD. 8. PRIOR 10 INSTAlJ..AlKlN. THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE. GENERAL SllE CXlNOl loTIONS. UlIU1Y LOCATlONS, IRRIGATION, APPROVE TtPSOlL PROVIJED BY AND OBSER'<< THE SI1E 00N0f110HS UJoUR ..at THE WORK IS TO BE DONE. HE OONlRAClOR Of Nf'( UNSAllSFACTORY CClfrOTIONS AND WORK SHALL NOT CONDmONS HA~ BEEN COftRECTm AND ARE ACCEPTABlE 10 THE LANDSCAPE C. F THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFlaENOES IN THE Pl..ANT SELECTIONS. SOIl cotDlTlONS OR ANY OTHER CONDITION WHICH yon N!:CAT1\nY Af'FET PLANT ESTABUSHWENT, SURVIVAL OR CUARANTEE. HE SHAU.. NOTIFY THE LANOSCAPE AROITECT OR OWNERS REPRESENTATI'f'E PRIOR TO PROCUREMENT AND/OR INSTALLATION. D. PLANT MATERIAL SHAU. CONF'ORM TO THE PlANT LIST AND KE'l'S ON lHE DRAWINGS AND 10 THEQUAU1Y STANDARDS Of' 'AMERICAN STANDARD fOR NURSERY sm::t(', BY THE AMERICAN ASSOaATlON Of' NURSERnlEH. ANSI zeD.1-1He. ALL PlANTS SHALL EQUAL ClR EXCttD THE MEASURDlENTS AND SIZES SPEaRED IN THE SO!EDULE. E. Sl.8STlTUllaG SHAU. BE PERWmm WITH NOTIfICATION AND WRITTEN APPROVAl... FROM LANDSCAPE: AROiITECT OR CMNERS REf'R[SENTAll\E. SUBSTITUTED MAlERIAl SHAlL BE lHE NEAREST EQUIYAlENT SIZE. CCNDIlION AND GRClW1li HABIT HA't'lNG 1HE SANE ESSDlTlAL OtARACTERlsnCS .lH AN EQUITABlE AD.l1SNENT IN 'M1OLESALE PRICE. f, If' lHE LANDSCAPE OONTRACTOR ~ Nf'( DUlClENCtES IN lHE SITE OONDmONS OR WHlat COULD NECAllVELY AffECT PLANT ESTABUSHUENT, SUR't'lVAL OR GUARANTEE. Nom THE O'INERS REPRESENTATIVE PRIOR 10 PROCUREMENT Nm/OR INSTALlATION. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR saL PREPARAlION AS DESCRIlED IN NOlES G-J C. SOIL TESTS SHALL BE PERFORMED IN LA~ AND PLANTING BED AREAS WHEN ..ATERlAL IS IN Q.ESTlON. SOIlS-lEST: OBTAIN FROM A CERTIfiED TESllNC LABORATORY, AN ANALYStS Of' THE EXISTIlIQ SOIL fOR NITROGEN. PHOSPHORUS, POTASSIUM. SCIWBLE SALT CONTENT, MICRO NUTRIENTS, ORGANIC MATTER CONliNT AND PH VALUE. I. IN AREAS OF INDlCENOUS HEAVY CLAY SOILS A PERCOLATION TEST SHALl BE PERFORMED. SOIL DRAINAOE AWlNDUDfTS AIm/OR DRAINAGE STRUCTUtES SHAU. B[ ItSTAUfD IN PLANTING BEDS AND TREE PITS AS RfCCMIDl)fl) BY 'THE SOILS PERCCILA TlON lEST REPORT. J. AU. PLANTlNC BEDS TO RECa\fE e- MlN. Of' PREPARED BAQ( fILL MIX. AU.. INDlWlUAl.LY PLANTED TREES AND SHRUBS TO BE BAa< FtUm 'IIIITH PREPARED BAa< fDJ.. WtX. PAEPARED BAOCFI.l. MIXlIJRES 9W.L. II[ MIXED ON SllE. CONSlSllNC OF ONE PART TOPSOIL. ONE PART SOIL AUENDtrmrIT, AND ONE PART SOl.. FROM EXCAYATlON.. THE LANDSCAPE CONTRACTOR SHIIU. fiCORPORA.TE FERTlJZER AWJ/OR SOlI.. AUlN)UENT ADDITIVES AS AECOlrAIENDED BY THE SOIL TEST AND COMPl. Y W1lH REGULA lORY AGENQES FOR FER'1\UZER, AMENDIIlENT AND HER8IaDE COMPOSITION K. AU. PLANTlNO BED EDClES TO BE SMOOTH fLO'MNG ARcs. BEDS TO BE lAID OUT AND APPRO'VED BY LANOSICAPE AR<HIECT M OYINERS REPRESENTAlI\€ PRIOR TO PlANTING. L em EDGE SHAU. BE SMOOTH, CONSIS1ENT, HAND TRENCHED $' TO 4- INCHES DEEP, AND -I{" SHAPED. AlL EXCAVATED MATIRlAl.. SHALL BE RDIO'tm FROM 'THE BED EDGE AND PLANTING BED. Ill, CONTRACTOR TO SUGHn. Y f1ElD ADJUST PlANT LOCATIONS AS NECESSARY TO AYOI> UTLlTES. fiNISHED PLANTING ems SHAU. BE GRADED TO PROVIDE POSIlI\'E DRAtUoGf AWAY fROM BUILDlNC(S). N. PARKtfC LOT RES SHAU. HA'f'E A WAR CANOPY DISTANCE Of' e' MlNIMlAl FROW PA"NG. 0. TREES SHAU. 8[ PlACEt) A UtOMUM or 3' FROM SIDEWALKS, CURBS OR FIRE HYDRANTS. P. PLANTlNGS AT lHE END OF" PAROIG SPACES SHAU. BE SET BAa< A MINIMUM Of $ FROM FN:L Of CURa Q. PlANTHCS SHAlL BE ftR11UZED UPON INSTAllATION WITH A SLOW RELEASE GRANlJI..AR COUNERaAL ~~n.gt~ ~~~~:S~~nRTIUZER TO MIXED 'MlH BAO< FD.L R. PLANTINC BEDS SHAU. BE COVERED "'lH PRE-EMERGENT HERBICIDE APP\.E) AT PROOUCT SPEOFlED RATE UNLESS OTHERWISE NOTED. S. ALL PLANTING BEDS SHAlL BE CO~ NTH IIlESH WEED BARRIER. tuPER't'lOUS PLASTlC IS NOT ACCEPTABLE. T. MULat SPECIfIED PLANTING BEDS WllH DISEASE AND PEST FREE WUI...Ctl Of' UNFORIll CXl.OR tilTH AN AVERAClE APPUED 1HIQ(NESS Of 2- TO 3-, IT SHALL BE FREE Of TWIGS, LEAVES OR OTHER MATERIAL UNSIGHTLY OR IN.lJRIOUS 10 PLANTS. SEE LANDSCAPE PLAN. U. SEED OR SOD A.I.L AREA$. .ntN CONTRACT UIIlITS. NOT ~ BY PA'ttNO, BUIl..D1NGS OR PLANTING BEDS lH..ESS OTHERWSE NOTED. SODDING SHAU. NOT 8[QN UN1L AREA HAS RECEMD A FINISHED GRADE. V. LANDSCAPE CONTRACTOR RESPClNSIEILE FOR MAINTENANCE Of' AU. LANDSCAPE AREAS (EJOSTlNG OR PROPOSm) U\llIl SITE nlRNO'JER. w. ANY ITEM OR AREAS DAMAGED DURING CClNSTRUC1lON SHAU. BE REPAIRED OR REPLACED TO ITS CRlGlHAI.. CONOITION AT THE OONTRACTQRS EXPENSE. x. LMDSCAPlNC TO COUPlY WllH ALL APPUCABLE ClTY/lOCAL RECtA.A1K>>tS. y, All PlANTING BEDS SHALL HA\IE APPRO\IED ULTRAVIOLET RESISTANT, NONWO\JEN GE:OTEXTlLE fABRIC WHO BARRIER WITH MIN. MASS (WEIGHT) Of 60 G/M2 (1.7~ OZ./SO. YD.) M~!NIE:N~NqEN()n:s TURF' MAINTENANCE ~ STANDARD WEEKLY ocaJRRENCE - SHALL BE fXECUrm 38 TIiIES DURING lHE AC11VE OROWlNG SEASON AND 4 TIMES IN lHE DORMANT SEASON. MEOiAMICAL WORk MAY BE DELETED IN lHE DCRIANT SEASON F NOT NEmED, B. REMOVAl. AND DISPOSAl.. Of' AU. TRASH AND DEBRIS FROM LANDSCAPED AREAS PRIOR TO COUWENCBlEHT Of' MOWING, TRNWlNo. AND IIlEOtANICAl EDGING. C. MEOtANlCAlL Y EDGE AU. WAU<s. CURBS, AND BEDDm AREAS. D. AIR SYIEEP ALL WALkS, CURBS, AND HARD SlIRFAC€D AREAS TO THE nlRF PRIOR TO BAGQNG OF GRASS a.FPtNOS AND IIlINClR DEBRIS: OOARETTE BUTTS. ETC, E. MOW ALL T\R'" AREAS TO A HDCHT lHAT WIlL SUSTAIN A HEALTHY AND VIGOROUS APPEARANCE 10 lHE SITE AND RfOION SPECIFIC: BAG ALL GRASS CUPPlNGS AND IIINOR DEBRIS. f. APPlY A POST EUERCENT I-ER8ICI)E SUCH AS ~- TO AU. BEDDED AREAS AND PAVBl!NT AREAS TO CONTROl ANY EEOS. C. AIR SllEEP ANY RESIDUAL DEBRIS AFTER MOWING. H. RDIOVE ALL LEAF MATTER FROW nlRf AND LANDSCAPED AREAS DU~G EACH AlJ1UWN VISIT. TURF OtEMICAL APPUCATlONS A. SPRING - EXECUlE A PRE-EWERGENT OtEMICAl AND FERTUZER APPUCAlION TO ALL TURF AREAS THAT SHALl Sf SITE AND REGION SPEClFJC TO PROMOTE A t€AlTMY AND 't1GOROUS APPEARANCE. B. OBTAIN AND EVAUJATE A PH ANALYSIS 10 DETERUlNE THE CORRECT APPUCA1K>>tS OF FIRTLlZER., UME. ETC., AND OOOftDINATE WllH THE RED ROBIN'S GENERAl. MANAGER AT Tl-E STOAE LEVEL TO PERfORM ANY NECESSARY CORE-AERAlION, OVER-SEEDING AND PH c:aw:CTlONS. THS PORTION SHALL BE EXEQJ1ED IN A TIME FlWlE 1HA T IS CONDUaVE 10 THE SITE AND RECION SPEaflC. THIS SPEaRe PORTION SHAI.L BE COST PLUS TO TtE MAINTENANCE CONTRACT AMOUt(t. C. FA.I.L - APPLY 3 APPUCA1\ONS tlF LA'" f'ERTlUlER TO PROMOlE A \/lGOROUS AND HEALTHY ~ THAT IS SITE AND REGION SPEClFJc. D. APPLY THE APPROPR1AlE POST-EMERGENT BROADLEAF 'M1D CON1ROl1N THE TURF AREAS TO MANAGE ANY BROADlEAF-TYPE WEEDS THAT MAY HAVE PROIJF'ERATm WiEN EXCESSI'f'E SUWER HEAT PROHIEITm THE APPUCA TDlS (F POST-EMERGENT WEED a>>nROl... PLANT "'''TERIALS A. ALL BEDDED AND TREE RINGS SHALL BE MULCHED TWICE THRU THE CONTRACT PERIOD WITH A TQP-CIUAUTY TYPE NULCH. IT SHAlL BE THE LANDSCAPE CONTRACTOR'S RESPONSl8lUTY TO O(TERMINE THE SITE SPECl~IC NULCH REQUIREtolENTS AS TO THE APPLICATION ~ THE CORRECT AMOUNTS AND T'l'PE TO SUSTAIN HEALTHY AND ....GQROUS PLANT MATERIAL. B. PRIOR TO NULCHING, ALL DEBRIS AND LEA~ MATTER SHAlL BE REMOVED ~ROtr.l BEDDED AREAS AND DISPOSED OF. AlL TREE RINGS AND BE[)[)[D AREAS SHALL BE EOOED PRIOR TO MULCHING. A PRE-ENERGENT TYPE WEED CONTROl AND FERTILIZER SHAlL BE APPLIED TO AlL BEOOED AREAS PRIOR TO WUlCHING THAT IS SITE AND REGION SPECIFlC. C. ALL PLANT MATERIAL SHAll BE PRUNEO 4 TIMES PER YEAR (3 DURING THE ACTI\IE GROWING SEASON AND I TINE DURING DORMANCY) D. ALL HEDGED MATERIAL MAY BE PRUNED WITH SHEARS: ALL OTHER PlANT MATERIAL SHALL BE HAND-PRUNED TO MAINTAIN A NATURAL APPEARANCE WITH ALL CUTS BEING MAO( WITHIN THE CROYf1\l Of THE PLANT TO MINIMIZE ....SUAL CUTS. ALL TREES, SHRUBS AND VINES SHALL HAVE CORRECTIVE PRUNING PERFORUED DURING THE DORMANT SEASON. All PLANT MATERIAL SHAU BE CARED fROU UNDER AN IPIII (INTEGRATEO PEST MANAGEMENl) PROGRAM. AU PESTICIDE APPUCATlONS SHALL BE MADE DURING SITE AND REGION SPECifiC TIME FRAMES THAT WILL MAXIMIZE THE EffECTS OF THE OtEMlCAl TO CONTROl ANY PESTS OR PATHOGENS AND THAT WILL MAXIMIZE lHE CONCEPT OF IPN. ~ '" ;!; .J w ::; '" VI ('j ~ !tl w '" l') t? ~ ~ d) g: tuw!i ~~< ~.JO :::> 0. < O~~ l')~~ z~Q -wJ: O~!,l ~('j~ @fij~ ~~z -0 o ...... ...... g 0- U1? -.l --' -< ;::f= w~ Od) w~ D-l') <z U_ U1Z Oz Z< <--' -.lCL SEllCTI\U. Y PRUNE AU. BRa<EN (It DAMAGED BRANOtES IN SUOi A WANNER AS TO WAlNTAlN niE NATlIRAl FORW ~1>lE1Rtt. PRD\1DE IS' HARDWOOD STAKE INSTALLED IN UNDlSTURBB> SOL FACE TOP OF STAKE INTO PREYALlNG .NO. ATTACH WITH nASTlC OR POLlETHYLENE WOVEN CUYS WlCH, SEE PlANTING NOTES. 2- X 2" x e' HARDWOOD STAI<ES (2) PER TREE PERPENDlCll.AR TO PREVAILING .NOS IN UNDISTURBED SOIL. WLCli, SEE PlANllNC NOTES. CONSTRUCT EARTH SAUCER WITH 4- HIGH BERN. f'LOOD 11TH WATER TWICE DURING fiRST 24 HOURS. TOP OF ROOT BAU.. TO BE ,. TO $' HlOtER THAN ~~T~ ~~r-~AND PULL BURlAP BREAK soa.. WITH Pia< AXE. BAQ(FlLL WllH PREPARED TtPSOlL:: SEE PLANTING NOTES. PRO't'lDE OOIOIE:RaAL FERTlUZER. APPLY PER MANlFACT\JRER'S DlRECTlONS Pl.ACE BACKFllIN rr LAYERS. WATtR EACli LAYER UNTIL SETTLED. DO NOT TAMP DOVft. ROOT BALl TO SIT ON Ll\lDIS1URBED SOIL .TH ROlAlNDER Of' HOLE TO BE EXCAYATED AN ADDlllONAl.. a INCHES. CONTRACTOR SHAU. EXCAYAlE PIT WAI..lS \€RTICAU..Y AND 12- WIDER (ALl SI:lES) lHAN THE DlAMElER OF lHE ROOT BALL. CONSTRUCT EARTH SAUCER lllITH 4- HGH BERM. Floro WI1H WAfER: rwa: DURlNO FftST 24 HOURS. TOP OF ROOT BAU.. TO BE 1" 10 3- HIGHER lHAN SURROUNDING GRADE. CUT TYI1NE AND PULl BURLAP BAa< ON TOP 1/3 OF ROOT BAlL L 1.1-02 EVERGREENTREEPLANnNG SC~-NONE -----...- . I I g he II~i ~ I. ~ml ~cU~ .- ^ I'l..fJooNINGSIJIlNIITAL L..:!..r>>/D1/06 ^ PlA,....ING SUBMlTAL L.:!:.11JQ3J06 ~ ~ ~ ~ ~ I____II.MI__... __.......__to... 01.--...___......... ==~~ 0IQwn Iv ClMIC:'-:l1v - .","," ""06-4030 .-- L 1 , 1 ElJUllNO .AU. !PADE DUG V EARTH EDGE $' TO 4- DEEP, 3- TO 4- IlIlE PlAN LAWN OR GROUNO COVER AREA PRE-ElfEROENT NOT USED MULat, SEE PLANTING NOTES. APPLY MUlOt BEFORE INSTALLING GROUNO COVER OR PERENNIALS. .. _ PREP TllPSQL ll1lL SEE ~G NOTES. i- FOUNDAllON BY--h.to OlHERS l_u:________u BED EOOE SEE PLAH/pLANTlNG NOTES PlAHTfrfG sc:n. MIX. SEE PLANTlNO NOTES. W1X FERTlUZER YtfTH PLANTttG SCXL AT RATE RECOMMENDED BY MANUF"ACTVRER. R8101JE ALL PlASTIC CONTAINERS BEFORE INSTAl.I.ATlON. gcnllN L1 1 04 9~Ol!NI)~Qyj;~~~~TI~~_ . - SCAlE: NONE L 1.1-05 PLANnNG BED SCAi.E: NONE-- .. -. SQQlSl;l;QUIIGNQIES !'>lTF PRFPARUlOt.I. A. SITE TO BE fINE G1UOED BEFORE PERMANENT SEEDING OR SOODING. e. SOIL SHAlL BE LOOSENED TO A DEPTH Of" (4) INCHES BY DISCING, RAKING. ROTOTILLING OR OTHER ACCEPTABLE MEANS. AND RAKED SMOOTH AND FREE Of ROOTS AND STONES O'wm 1- DIAMETER. C. PRO\otDE SOIL PH TESTING. ADJUST THE PH RANGE OF SOILS THAT ARE UNACCEPTABLE PER LOCAL COOPERATIVE EXTENSION SEfr~CE TURf STANDARDS. INCORPORATE RAW GROUND AGRICULTURAL UU[STQNE OR ALUWINUN SUlFATE UNIFORMLY AT THE RATE SPECIFIED BY THE MANUFACTURER. soo IN~T AI . A TlOI>.l. A. ALL SOD AND INSTALLATION TECH~QUES SHALL ADHERE TO TURFGRASS PRODUCERS INTERNATIONAL, GUIO(UNE SPECtFlCATlONS, CURRENT tOITlON. B. SOD AREAS TO BE SODDED 'tilTH WORKABLE SIZE RClU.S THAT ARE NOT BR()(EN OR STRETCHED. SOD SHALL BE FREE Of THATCH. SODDING IS TO BE DONE IN EARLY-SPRING OR EARLY-FALL, SOD SHALL BE INSTAUED 'MlHlN 24 HOURS OF ARRIVAL AT THE SITE. C. SOD SHALL BE lAID PARAUEL TO THE CONTOURS AND SHAI.1. HA'-f STAGGERED JOINTS. ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALES SOD SHAlL BE STAKED. D. APPLY STARTER FERTlUZER AT Tll.CE Of SODDING AT RATE RECOMMENDED BY MANUfACTURER CONTRACTOR IS RESPONSIBlE fOR THE INITIAl... WATERING. SFm !NetTA. I ATlON. A. APPLY STARTER FERTILIZER AT TIME OF SEEOING AT RATE RECOMMENOEO BY MANUfACTURER. CONTRACTOR IS RESPONSIBLE fOR lHE INITIAl WATERING. B. APPLY SEED UNIFORW:LY WITH C'l'CLONE SEEDER, DRILL, CULTIPACKER SEE[)[R OR HYDROSEEDER (SLURR'( INCUJDES SEED AND FERTILIZER ON A FIRM, MOIST SEEDBED). MAXIWUM SEEDING DEPlH SHOULD BE 1/4 INCH ON a.AY SOILS AND 1/2 INCH ON SANDY SOILS, 'M-lEN USING OTHER THAN HYDROSEEDER METHOD Of APPLICATION. C. STRAW MULCH SHALL BE APPUEO IMNEDIATEL Y AFTER SEEDING (NON HYDROSEEDING). AT A RATE or 140 LBS.:I: (2 BAlES) PER 1000 SF. MULCH MAY BE APPLIED BY HAND OR WITH A BLOWER. MUlCH SHALL BE CLEAN, WELL SEASONED STRAW FREE Of SEEDS OR ROOTS OF NOXIOUS WEEOS. D. STRAW MULCH SHAlL BE KEPT IN PLACE WITH ASPHAlT EMULSION APPLIED AT A MIN. RATE Cf' 60 GAL / TON OF MULCH. IF HYDROSEEOING IS USED AND THE SEED, fERTILIZER AND a,lULCH ARE "'IXED THEY 'MLL BE NIXED ON SITE AND SEEDING SlolALL BE IMNEDIAT[ W11J.1OUT INTERRUPTION. ' MULCH FOR HYDROSEEDING SHALL BE WOOD CEUULOSE FIBER MULCH APPLIED AT A RATE Of 2,000 LBS. / ACRE. ~ A. WATER 1 INCH N1N. WITHIN THE FIRST HOUR OF SOD OR SEED INSTALLATlON BEGIN IRRIGATION. SYSlDl DURING THE fClU.OWlNG 3 DAYS KEEPING THE SODDED OR SEEDED AREA MOIST. B. CONTINUED MAINTENANCE (MOWING, FERTILIZATION, M:EDINc, ECT.) OF THE SODDED OR SEEDED AREA SHOULD BE PROVIDED BY A PROfESSIONAL LANDSCAPE MAINTENANCE CONTRACTOR. ,$0917 NI '13V11l:lY.) '.l33l:l.lS H.l66 'lI "Ol:l N'o'ElIHOIVII "N 30'o'1d.l3>1l:l'o'V1113V11l:ly') .lS3M S~3m:lnS13L1\1~nOE) NISO~ a3~ .'''-161-,1:''1 11 0069-161-"11 ct. L -1900' 'IOUIIll "11'11""" 00' e,wnl 'ADaqIIH ~N ... OIlL .,oeU'IOJY '0.11 SWVOV NVWdlHO ~ ~ " " ~ r r " " => => ~ ~:g~:g !~!~ ..JCJ'..J~ ~<l<J<J<J<J<J ;~!il ;;~.! ;IUI il. " h. o ('t)~ o I ",,"en o cD a.. ! ~ ~O 90/l0/60 :lVilILl\lSnS E)NINNVld NVld 311S E)NI1HE)1l . ~ . " ~ " ,p ;? " ,p " q ,p ,p '" ~ ,p ;;. iJ '" '" p ,p "d ,;;. ~ ~ ~ ~ ~ ;? ;? ,p "d "d ~ ~ q ,p iJ ;. .;J . ,p ;J ,iJ iJ iJ iJ ,iJ ~ ,p .;J .;J ~ ~ ~ ~ ~ ~ ,;;. q ,p ~ q ,p '" ,p "d q ,p i hn ~ ~ ~ ,iJ ;J ;J ;. ,p ~ ,p ,p ;. ... ~ ;. "d ~ "d "d "d "d ~ :I .: ,p ~ .2 ,p ;? '" '" '" ;;. '" iJ :. .!. "2" h2 ~~~ ili f!'~ n~n ~~~ ~ ~ '" '" '" '" '" :. ~ ~ ~ iJ ;J ;J iJ q ,p rP ,p '" iJ '" '" ~ iJ :. ~ h q ,p ~ ... ;;. ;? ~ ,p "d "d ;? '" t! ~~~~ ,p ;. ,p ~ hu ,p ,p ,;;. ,p '" li~ '" '" iJ iJ .i~ !~n '" q ,p ,iJ ,p ;;. ,p . ,p ,p ,;; .;i ... u ,p '" ;J ,p ;J ,p L... Ii. l ! iSu. - i ~ I~I h q ,p iJ iJ " ,p ,p ,p ;J ,p ,p '" iJ ;J '" ;J '" ~ .:. ,p ,p ,p ,p ,p ,.ci p ... :. ~ ~ iJ ;? :J, ;f. . ,p . ,p ;J .;J " ,p . ,p :J '" ;. , ,p , ,p :J :J ;. " ,p . ,p ;J ;J ,iJ ;J " ,p '" ;J iJ iJ iJ ~ ... ,p ;. ,p ,p ,p ~ ,p ,p ,p 2. ,p "d ,p " ,p ,If> ,p ,p "d ;J .;J ,p ,p ;;. ;;. ;. ,p ,p ,p ,p q ,p ;;. '" '" :. ~ ~ ~ :. ;';l~,p;' q ,p q ,p q ,p q ,p q ,p ,iJ '" iJ ,iJ iJ iJ ,iJ ,iJ iJ ,iJ ,iJ ,iJ q ,p q ,p q ,p q ,p q ,p q ,p ~ q ,p q ,p q ,p q ,p q ,p q ,p q ,p q ,p '" ~ ,p ... ,p ~ '" '" ,p "d ,;;. ;;. ... ,p ... ~ . ,p '" ,p '" .. ~ . ,p ~ .. . ,p '" .'J ;. ;. . V3'~~- .~~.~ S1GNAGE <lID ~T{LOWPA~. V""l,'..fiFJ:. .. ~~~~- . .:V~-a' - 1 I SOUTH ELEVATION I SCAlE: SCAlE: 1I~" NT .~~;r .~ (2 AJ/PARAPa: V20':o'U.F. . . . ... REO 1l08IN MAll'GUEE WONO SIGNAGE <lID 1l00F LINE 8EYONO .~~~T ~ CS-I .I~~ ..]..:.:.:..... ~~~~ ES-2 ;; ,; ,;\(y v '" ,; ,; ESF ~~~~------------ EC-4 ~~:------------ 1l00F~ - 1EY0N) EC-3 ~ SElMCEYARD WAU.~ aEYONDllEP.A1.2 " .Va~JJ.---- ~~~.- --. ~ EC-I I!OOFLlHEWONO ~~~.- - - ;----{ J i I ~ ! i I i I .:V~.o-'- - -.-. 4 I WESTELEVATlON I SCALE: SCAl.E:lt~.l'.o- .@= w ~ ~ ~~ ~ -~~ C2REDR~_~~ @ ~ <t' \ "'€~'c~m J~uJ cp C? @, if n cp Ilm LEO STl!f' @0 LlGHa4G-TYI'. EC . SEEB.EC.Dl!AWHGS ..... C? ~ ~ EC-4 ROOf"'" ..:.t:..~@ r~ C~~ '19'.0- 1i:.-' r-3 TtCM..! r'''''''~ 'Vb~ I'. - f---. ~ ... o~~ @ .~~~ @ EXTERIOR FINISHES WOOD SIDING PAINTED SHERWIN WillIAMS COLOR I#SW 6122. CAMB.8ACK WOOD SIDING PAINTED ICI DULUX COLOR f:;!()5 CORDOVAN HF.s. L YMESTONE RNISH INTEGRAL ANISH COAT COLOR TO MATCH: SHERWIN WillIAMS I#SW '1914, VERMllllAN BB.DEN BRICK: COLONY RED STANDARD SIZE I a (tl.~ - -. ~ ~ ;?; -' ~ '" t5 ~ ltl UJ '" o t;; II! i!: ~ g:: ti:;wo ~u~ 1I!:5 0 :::> 15 <( O~~ 0~~ z~Cl -W:i: (3~~ 1I!t5~ Ot;;li< UJwo II!~Z -0 g r-... g g; cn.:J zc( 01= ;:::~ c('" >:::> ~V) UJ0 II!z 0- -z II!z ~c( X-' UJlL \:::;::::ill-2I= EC-4)oj: EC-2 ~I~ WAX X I 7lfIT7IrlJ / Jif 71/ I fl / CT: / / ~ / / / /}J & /- / / -< ~~~~= EP-I ~__~ ~-o/ @0 EC-4 L ~ ES-2 13 4.1 EC-I 7 /'~ / / /0/' /w / /\ / ~.~ EP-4 cp S- EC-3 WS-I 13~S- 4.1 "BR-l" PRO\IIDE~'GA.STAIl'I.ESS ~ STEB.SKlfTSEALEDTOWAU fORGIlEASEPORf. 0p @0 I L--SSlVlCEYAIll)WAI,LaEYOND - I!Ef:A1.2 ~ I!B> LED STl!f' LlGHfNG-TYI'. SEE B.EC.DRAwt-lGS *~_W0- - =.~ .~:~ ~<@1' ---.-.- - -.- - ~"~ @ @ @) @) CORNER STONE: COLOR TO MATCH COLONY RED EXTERIOR PAINT RNlSH: SHERWIN WilLIAMS #SW 6122. CAMELBACK SOURCE:8CX)..321-8194 EXTERIOR PAINT ANISH: SHERWIN WIlliAMS I#SW 2914. VERMllllAN SOURCE: 800-321-8194 EXTERIOR PAINT RNlSH: SHERWIN WilLIAMS #SW 6124, CARDBOARD SOURCE: 800-321-8194 ALUMINUM STOREFRONT SYSTEM: ']' x 4 1/'1' CLEAR ANODIZED PARAPET WALL COPING: SMOOTH RADIUS ROOF IDGlNG; PREfINISHED TO MATCH SHERWIN WIllIAMS COLOR #SW6122. CAMELBACK PARAPET WALL COPING: ARCHED; PREFINISHEO TO MATCH SHERWIN WillIAMS COLOR #SW6122, CAMELBACK PARAPET WALL COPING: PRERNISHED TO MATCH SHERWIN WILLIAMS COLOR I#SW 6122.CAMB.BACK PARAPET WALL COPING: PREANISHED TO MATCH SHERWIN WIllIAMS #SW '1914, VERMllLIAN c II- i;: hE I n~ ~HII O!l!~ui c!!!l~ r:1 ~.Ii_ ....... ^ PLANNNGSlJaMllTAL lJ.(1'J107f01> ^ PLANNNGSlJaMllTAl lJ.l11031O' L::, L::, L::, L::, L::, 1_-----... _._-~-- c._____ ====~ DIawn By Chect~ 8v ..... .... lI.f'><l'.o- (1'J107!06 ""06-4030 -"'A3.0 ES-2 @>--~ ~ '='===J ~ m // //I~ m //I//IE3 ~i~iiii'iiiiiiiiiiiil €Y--' ;) ~ ~C? ~.. S-I ~ 1 4. '''' ~ ES-2 EP-1 '::::::::::::::::::.':.'::::::::::::::::::::::::.'::::::::::::.1': S- / EC-I . ~~=~~1~DPlANAND I C? ~~ REDU'"'''' LlGHI"NG-TYI'. ~. I / <>-2 V,,"'.... <lID ---1Z'HlGHBlACI:PLASIlC AODllESS. COORDNATE fl(ACT mE AND LOCAiloN wit.65l.' - ""MARSHAll. / / / / / , , , " """AGe <lID ._._ _._ .1LHGH;~Z~. ~ ~ @l @ @ @) @> @> PARAPET WALL COPING: PREfINISHED TO MATCH ICI DULUX 1#205 CORDOVAN EC- ws- '::.~.:: ~P-I ~ I t=(EC-4 s- ."",-- ~ 3 !~~~~~,,~~;VATION ~ lq> s-, /A' 1t::::::::::E(..-Il--f1'1 4ifl ~ II-----+-{CS-l I BR-1 SIGN ACcess PANas ~~2~'CO ~. &\ C? ~ cP t - 1 //1 ,1/ #/ 1/ ,1/ ,1/ ,1/ I~T1is~~~tEDUlB~ I TYI'. ESF cp Ilm LED STl!f' ,-LlGHfNG-TYI'. SEE B.EC. 0RA'M'fGS ..:::~::::::::::::-: ~/ # ~~II #EEBI # ws- ~I ~ ~ ~ WS-~ I~ 4.1J.-----(EC-4 ES-2 ::::a.WS-l J BR-l - " X / , / , / , ~ ...... EC-2 - - EC-9=I=1 - .""'. ES-2 :TI. T ,L; 1(/ ..-I CS-I .1 ... EC-I ~ ~~ """Ge ~ EC-2 CS-I @>;' ::J ........::::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;;;:.:::::.:.:.. ,1 "S :i~I~ .. ~" ./ rw " " .. " ~ ~lIIL;;~- ~ 'Yh~~ .T~~ 4'~~. ~;;;;~: -$- .-w.:"~ .~~~~ ES- .T~~ EP-1 ---a:~'- 5 EXTERIOR FINISH SCHEDULE 1. GC RESPONSIBlE FOR fABRICATION Of (2) .'.q"M'4'TEST PANas FOR APPLICATION Of E.LF.$. flHlSHt'$ & E.LF.$, PROFW. THESE PANas SHALL Ill: MADE AVAILAaLE FOR REVIEW & APPROVAL BY RID ROBN GOURMEf BURGERS PROJECT MANAGER PRIOR TO APPLICATION TO BUILDING FACADE FAILURE TO SECURfSOCH APPROVAl. MAY NECESSrrATE CORRECTIVE ACTION BY G.c. AT HIS OWN EXPENSE. 2. fOOTING DE5IGN IS SHOWN ON THESTRUC1Ul:AL DWGS. THE CONTRACTOR SHOllD COORDINATE THE STRUCTURAL AND CIVD. DRAWINGS AND THE SOILS REPORT AND NOTIFY THE ARCHITECT OF ANY D6CREPANC5. 3. ALL SIGNAGE AND AWNINGS SHOWN ARE PROPOSED SIZE5 AND LOCATIONS. EXACT SIZE. TYPE. LOCATION AND NlWSER OF SIGNS AND AWNINGS SHOUlD BE ACCEPTABLE TO THE OWNER AND SHOULD M:ET ALL APPLlCAaLE CODE5 AND REGULATIONS. LOCATION & SIZE OF SIGNAGE TO BE FIELD COORDlNATBJ WITH SIGN CONTRACTOR fOR EXfENT Of ELf.S. TRIMDETAllS. 4. ELf.5. ACCENT BANOS & HORIZONTAL MJLLIONS ML6T LINE UP. RefER TO l/A2.1 & 1/A3.0 FOR STOREFRONT & ELF.5. DloVENSIONS RE5PECTIVB.Y. 5. ALL EXPOSED UTlLmE5 ON EXTERIOR OF BUILDING ARE TO llf PAINTID EP-l. 6 GENERAL NOTES SCALE: NO/IE 7 NOT USED