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HomeMy WebLinkAboutPacket o u u u o u u u u u u u ~~o. u D u o ! ; u [J DUKE REALTY CORPORATION 10.002 Acres - in Hamilton Crossing Development 131 st Street and US 31 13085 Halnilton Crossing Blvd. ADLS Approval Docket No. 157-02 DP/Amend ADLS BZA Approval Docket No. V-215-02, V-216-02, V-217-02 CarmeVClay Plan Commission December 17, 2002 Carmel Board of Zoning Appeal January 27, 2003 Owner: Duke Realty Corporation 600 E. 96th Street Indianapolis, Indiana 46240 Telephone: 317-808-6001 V.I,.: .n \\~\'.n\lt~~ ~ ", \I"'!\. .... D\JC0 Architect: cso Architects, 600 E. 96th Street, Indianapolis, IN 46240 Civil Engineer: Woolpert Consultants, 7140 Waldemar Dr., Indianapolis, IN 46268 Attorney: Bose McKinney & Evans LLP, 600 E. 96lh Street, Indianapolis, IN 46240 * Amended January 2, 2003 for inclusion of BZA Docket Numbers and Dates and inclusion of TAB 8 material that depicting signage infonnation f11ed bul omillcd from original brochures. Cover page. Table of Contents changed and TAB 8 added. D o o o o o o D o o u o D U o u o u u TABLE OF CONTENTS 1. Explanation 2. Applications 3. Aerial Photo 4. Site Renderings (4 total) 5. Building Elevations (colored) Including Dumpster 6. Lighting Cut Sheets 7. Site Plans Including Landscape & Photometric Plans 8. Proposed Signage (Ground mounted only) u u u u EXPLANATION Duke Realty Corporation is the owner of the Hamilton Crossing Development generally located on the West side of US 3] between 126th and 131,1 Streets. The real estate is outlined in the aerial photograph included with th is brochure. u The application of Docket Number 157-02 DP! ADLS Amend contained herein is for the sixth office building in the Hamilton Crossing Development. The particular location of this building is in the northwest corner of the development and actually fronts four roadways. The northern boundary of the property is 13151 Street, the Western boundary is the recently constructed and dedicated Meridian Corners Boulevard, the extreme Eastern boundary is the US 31 frontage and the southern boundary is Hamilton Crossing Boulevard. The boundary of this site encompasses land extending out to the US 31 frontage but reserves the required area for a potential interchange at 131 5t Street and US 31, respecting Resolution No. 08-07-003. Improvements are shown within this area but are not to be construed as being part of the approval ofthis application. r~ U U L1 The geometry afthis particular parcel, balanced with the Carmel/Clay Zoning code, creates some unique circumstances that induce the need of variances for this site. Therefore, the Board of Zoning Appeals will also review this project. The three variances are all geometry related. u u o fJ The project includes a parking structure that is an allowable accessory use under the existing zoning of the property. The parking structure location was chosen to be east ofthe main structure so as to allow the structure a US 31 presence. The first variance seeks relief from a required build-ta-line on Meridian Corners Boulevard to allow the parking structure to be back some distance from the Meridian Corners right-of-way and the neighboring homes west of Meridian Corners. The second variance deals with the required build-to-line required on the US 31 frontage. The property boundaries extend to the US 31 right-oF-way as previously mentioned by this area adjacent to US 31 is to be reserved for a potential ramp to US 31. Therefore, the variance seeking relief from the US 31 build-ta-line is induced by the technical boundaries of this propClty. The last variance deals with the placement of the parking structure requirements. The ordinance as written when applied to the geometry of this site makes it becomes impossible to locate the allowed accessory structure anywhere on site that would comply with the code. The project application described and outlined in this petition provides the details of this project, which has been laid out to best comply with the ordinance while still respecting the neighboring property owners, the Master Plan and the Carmel/Clay Thoroughfare plans. u u u o u The real estate is zoned B-2 and B-5 with the US 31 Corridor Overlay. The enclosed plans are submitted for consideration and approval. We look forward to presenting this request to you on December 17th, 2002 at the regularly scheduled Carmel/Clay Planning Commission meeting. Respectfully submitted, aIJ/J- u u Blair D. Carmosino Development Services Duke Realty Corporation 600 E. 961h Street Suite 100 [ndianapolis, TN 46240 U Date u u u u u u u u u u u u o i ) U u U \ \ U u APPLICA nON for ARCHITECTURAL DESIGN. I-,IGHTING. and SIGNAGE FEE: t700.00 (plus $35.00 per acre when NOT accompanied by a Develop~eQ!~l~) ~t ~"," ~4 ~. . ~~,~. ~ ,tJ Name of Project: HAMILTON CROSSING BLDG. VI .~;. Address: 13085 Hamilton Crossing Blvd. ", Type of Project: OFFICE Applicant: Duke Realty Corporation Phone l'fo. 317-808-6000 Contact Person: Blair D. Carmosino Phone No. 317-808-6001 Address: 600 Eo 96th Street Suite 100. Indianapolis. TN 4n740 Legal Description: To be typewritten on a separate sheet Area (in acres) 10.002 Ac. Zoning B-5, B-2/U.S. 31 Corridor Overlay Owner of Real Estate: Duke Realty Limited Partnership Carmel: xx Clay Township: . Annexation: Y or N Other Approvals Needed: Development Plan Approval (U.S. 31 Overlay) 381 Garage 347 Surface '--- No. of Spaces Provided: 728 TOTAL PARKING No. Spaces Required: 540 DESIGN INFORMATION Type of Building: OFFICE No. of Buildings: 1 + 1 Parking Structure (Grade +2) . S~e Footage: *188,500 s'Ileight: 72' -0" No. of Stories ~ . . Precast Aluminum ExterIor Ma~ena1s: and Glass Colors: Red-Brown & Off White-Precast, Bronze Glass Maximum No. of Tenants: Varies Type of Uses: OFFICE Water by: IWC Sewer by: CTRwn *CONSTRUCTION AREA GROSS! s:\forms\adls.app revised 11/7/00 1 *Denotes COUl';truc:tion ~all;'1Tp. foot'::IUP - F.v~prinr nul"c::;,l~ ...,,11 '"..".,..........OTOI" LlliUl.1NlJ s:\forms\adls.app revised 11/7/00 2 o o o o o o o o o o o o o o o o o o o Pole & Wall Type of Fixture: Mounted Height of Fixture: 15' to 25' See Attached Chart No. of Fixtures: 34 Total Additional Lighting: N/ A * Plans to be submitted showing foot candle spread a1 property lines, per Ordinance. SIGNAGE Tenant Si.gnage (2) ("T.S.' No. of Signs: Four Type of Signs: Building Identification Signs (2) ("B.1.S.") Location(s): B.LS. - One at each entrance/exit to Hamilton Crossing Blvd. T.S. - One near the east and west entrances to the building Dimensions of each sign: B. I. S. - 3' 4" x 6' / T. S. - 5' 6" x 3' 6" Square Footage of each sign: 20 square feet / 19.25 square feet Total Height of each sign: 6' / 3' 611 * NOTE: Signs previously approved by variance petition SV-94-89. LANDSCAPING * Plans to be submitted showing plant types, sizes, and lOca1ions **************************************.******** I, the undersigned, to the best of my knowledge and belief. submit the above information as true andZ~t. ~ i)/P tle-- Signature of Applicant DEVELOPMENT SERVICES Title BLAIR D. CARMOSINO OCTOBER 17 J 2002 (Print) Date ******.******************************* State of Indiana, S8: County of '1lA0u'l./AA-- - Before me the undersigned, a Notary Public for .~-'~ county, State of Indiana, personally appeared '731A~ &;) /lll~ . and acknowledged the execution of the foregoing instrument this /8' ri day of t9 (!MJ./-A , 200 oz My CommisSO~lres: if- - (( - 08 No1ary ~~~.L u n U r ' u u II U u u, I>J\1JE: October 18, 2002 DEVEiPMENT PLAN ArPUCATI01! (AMENDMENT) Fee: ~p~ U"iM per a.ae '$700.00 $35.00 ($630.00) DOaCET NO. .' Prelimfrlgry Public .Hearing Reg, :, It><~~:, ".. ~ed BylDati~..~ ~\\{;~' x FmaJ. x Amended or Changed Checked By Name of Project: HAMILTON CROSSING BLDG. VI ,'~ect, ~: 13085 Hamilton Crossing Blvd. 'I Legal U .': ~e;saipti.o.a.: (To be typcwri:tte:n on ~ sh=t and a:tt.a.cbed) SEE ATTACHED EXRIBIT ,nAI' u u u u u o u u u u u ~:. . Name of Applicant: Duke Real tv Corporation .' ,.,.~ '::. ~: 600 E. 96th Street Suite laO, Indianapolis, IN 46240 CcJ:Itact Person; Blair D. 'carmosino Telephone~ 317-808-6001 Name of La.cdowner: Duke Realty Limited Partnership Telephone:. 317-808-6001 . . ~~: 600 E. 96th Street Suite 100. Indianapolis. IN 46240 PIOl Size: 10.002 Acre ZoaingClass:i:fic;;atio~ B-5. B-2j U.S. 31 Overlay Prcsem Use of Property: Open Field Proposed Use of Pro perry: OFFICE ,. ',: '.J.. ,:. " .~' / ( This appliccion must be filed ~. 4liczte an4 accoo;paaic:d by: a) Two (2) copies of the development plan whicl1 the applicant will be responsible fur distribution among TAC member:;; b) All nPt"'Jlllalu"'Y supporting ma.teria1s.' NOTE: The und~ed. agrees that any constrUction. reconstr'UCtion" enlargement. relocation or alteration of sttudlJres, or arrj dw1ge in the use of1an.d or muaure:S I'eqJJested by this application will comply with and cooform to aJl applicable ~ oftb.e State of!ndi.ana and the zoning ordinance of Carmd.. Indiana, adopted under the authority of Acts of 1979. Publli:: La:w 178. Sec. I, et seq, General .Assembly of the State ofTnrf;~na. and.all Aas amscda:tory thereto. ".: .; ;J. f) L'- , bwner ( Signed~ Ag=m BLAIR D. CARMOSINO (Typed) (Typed) STATE OF INDIANA CoUD1y o~ 11!/J Ill_A 55: Before'me the und.ersign~ a Notary Publil; for . 71AA .'\.( ~ (co9t\l'lY ofresideoce) - Coumy. State of Indiana, pcr30DBlly appemd .t6e.ctu (l/l-lUtVJ.iL4-G() (came of person) ~. aclawwledg~ execution of the foregoing instrumatt this J '8$ day of Iii ll^- . tt~.)... ~~s8#- A- M \/ f) J..{ /)14 (Primed br Typed.) . ': \. . My Commission Expires: d. - ;/- OR s:\forms\d.~Im.app . Rev. Oct. 1995 o o o ,0 .'.0 .... .", .'0 o ",0 o o o '. 0 . -.. .- . <'0 .-_....'..-.0 .0 \0 o o o u o o u u u o u o o EXHlBIT A PAGE 1 OF 2 A LAND BOUNDARY DESCRIPTION OF Bun..DI:N"G 6 AT HAMILTON CROSSING HAMILTON COUNTY, INDIAN A ~. ,', AUGUST 27, 2002 ,t=,",. ~><:.\~,>V A part of the SouthweSt Qw;ner of Section 26. T OwnShi~ Q, 30.- \. Hamilton County, Indiana, described as follows: Commencing at the northwest corner of said quarter section; thence North 88 degrees 42 minutes 47 seconds East 710.01 feet along the nonh line of ~aid quarter section to the northerly extension of the eastern right-of-way line of Meridian Corners Boulevard; thence South 00 degrees 25 minutes 34 seconds East 40.00 feet along said northerly extension to the southern right-of-way line of East 1315t Street and the POINT OF BEGINND'>JG of this description: thence North 88 degrees 42 minutes 47 seconds East 895.02 feet along said southern right.of-way line; thence South 84 degrees 01 minute 56 seconds East 284.81 feet along said southern right-of-way line to the western 145-foor half right~of-way line of U.S. 31; thence along said western right-of.way line Southerly 243.08 feet along an arc to the left and having a radius of 2.436.83 feet and subrended by a long chord. having a bearing of South 12 degrees 46 minutes 17 seconds West and a length of 242.98 feet; thence North 90 degrees 00 minutes 00 seconds West 332.62 feet; thence South 43 degrees 27 minutes 50 seconds West 351.72 feet; thence Northwesterly, and Westerly 160.70 feet along an arc to the left and having a radius of 207.00 feet and subrended by a long chord having a bearing of North 68 degrees 11 minuteS 13 seconds West and a length of 156.69 feet; thence South 89 degrees 34 minutes 26 / seconds West 401.00 feet; thence North 00 degrees 25 minutes 34 seconds West 446.53 feet to the POINT OF BEGINNING and containing 10.002 acres, more or less. The bearings in this description are based upon the north line of the Southwest Quarter of Section 26, Township 18 North, Range 3 East baving a bearing of North 88 degrees 42 minutes 47 seconds East. Subject to all easements. restriction. and rights-of-way of record- n u u o u r'" U U U U EXHlBIT A PAGE 1 OF2 \\l1IDY\SRVLN\SV\Masters\I:lamilton Crossing\dCSQ\Bldg 6\BWG6.doc Pr~par~d by Woolpert W' 8/27/0211:02 AM u PAGE 2 OF 2 BUILDING 6 AT HAMILTON CROSSING HAMILTON COUN1Y, INDIANA [NW COR. sw 1/4- SEe. 26-T 18 N- R .3 E N 88'42'47" E 710.01' 'r-') \D to E ~ co .., ~ '? ~ ~ n N if) N 0 0 0 ".,. 0 r-: z C'< eo .i! g -0 -I '" W ~ II. ~ .: W L!. ti w :i; 8 "1;1 , .. z :g < A: is .;. ffi ~ ... ::E .0 co "t> ~ <D ~ "t> ~ .. Cl ~ co C 0; 11 S C ,g E co ;s- f! ~ .. :i: ,/ ~ S 00'25'34 R E 40.00' NORlti UNE OF SW 1/4 E 131ST STREET N 88'42'47" E 895.02' POINT OF BEGINNING BUILDING 6 10.002 ACRES ~tt9G ~~'7 ~ R = 207 ~OO' L = 160.70' CHD BRG:::J N 68i1',y W CHD L.:156.S9' S 89'34'26" W 401.00' , '0 HAMILTON CROSSING BLVD. t.O PRIVA TE ROAD ~ WOOllBRT WOb.LPERT L1.P 7140 Waldemar Drive Indianapolis. Indiana 4626B-4192 317.299.7500 FAX: 317.291.5805 ~ .toO, V '\ '\- ~ t> 'v '? ":i ~'Q ? EXHlBIT A PAGE 2 OF 2 CONTRACT No. lOOOO< DRAWING FlLE: BL.DGG_dVNJ DAli: 6/27/02, DR, T$E om, JRH NO. DAlE , o ,::,,:' 200 R = 2436.83' L ;;:; 243.08' CHD8RG= S 12'46" 7" W CHD L=242.9S' N gO'OO'OOD W 332.62 '6\~ 6" ~~ . 'Sf REVISIONS I 400 y y ~ o I ~ ~ y y ~ I ~ r ~ J o ~ vi =i u o u u u u [J U Q lJ o u u o o u u u o FEE: ~,',-~ ~7 ^ /' t ~, ."iA'ItP.I 0\ T! N FOR BOARD OF ZON ING APPEALS ACTIO ~: UI~ Zy ""I DEVELOPMENTAL STANDARDS VARIANCE REQUEST \~~~,~ DOCS ~C1:/ $630.00 for the first plus $70.00 for each additional section of the ordinance ~~i~j}Y"'.ied./~ '~< '(/-~~_.JSV2~-~\-~/~ J L.JITvrv}-:\f"\.I'tIL..L..-....,L..,-ll ...........-...- # HAMILTON COUNTY, INDIANA DOCKET NO, DATE RECEIVED: October , 2002 1) Applicant: Duke Real ty Limited Partnership Address: 600 E. 96th Street, Suite 100, Indianapolis, IN 46240 2) Project Name: Hamilton Crossing Building VI Phone: 317-808-6179 Engineer/Architect: Alan Tucker, CSO Architects Phone: 317-848-7800 Attorney: John K. Smeltzer, Bose McKinney & Evans LLP Phone: 317-684-5317 3) Applicant's Status: (Check the appropriate response) x (a) The applicant's name is on the deed to the property (b) The applicant is the contract purchaser,of the property (c) Other: 4) If Item 3) (c) is checked. please complete the following: Owner of the property invofved: Owner's address: Phone: 5) Record of Ownership: Deed Book No./lnstrument No. 9501297 Page: Purchase date: January 10, 1995 6) Common address of the property involved: 13085 Hamilton Crossing Boulevard Legal description: See attached description. Tax Map Parcel No~:. 16.09.26.00. ;)0.017 . DOO 7) State explanation of requested Developmental Standards Variance: (State what you want to do and cite the section number(s) of the Carmel/Clay Zoning Ordinance which applies and/or creates the need for this request). See attached Description of Request. . Polll' 1 ol B - Oe~pmen\al Slandartls Variance Application 9) 13) 14) 15) 16) 8) State reasons supporting the Developmental Standards Variance: (Additionally, complete the attached qUesti01 sheet entitled "Findings of Fact-Developmental Standards Variance"). The combination of the property needed to be reserved for the proposed 131st StrU interchange and the need for a parking garage structure to serve this 5-story office building makes it very difficult, if not impossible, to with all development standards. Present zoning of the property (give exact classification): B-5 & B-2 I U.S. Highway 31 Corridor Overlay Zone n u 10) Size of 10Uparcel in question: 10.002 acres o 11 ) Present use of the property: Vacant 12) Describe the proposed use of the property: 5-story 180,000 square foot office building with....., U an adjacent 373 space parking garage. Is the property: Owner occupied o Renter occupied X (will be) o Other Are there any restrictions, laws, covenants, variances, special uses, or appeals filed in connection with t?iS property that would relate or affect its use for the specific purpose of this application? If yes, give date and dOCU number, decision rendered and pertinent explanation. . SV-94-89J approved sign variances for overall sign program. o foot-candle o V-95-89, approved illumination from accessory lighting to exceed 0.1 beyond a lot line. Has work for which this application is being filed already started? If answer is yes, give details: Building Permit Number: N I A u o Builder: N / A If proposed appeal is granted, when will the work commence? As soon as possible 17) If the proposed variance is granted, who will operate and/or use the proposed improvement for which uO application has been filed? . Duke Realty Limited Partnership o NOTE: LEGAL NOTICE shall be published in the Noblesville Daily LedQer. a MANDATORY hNenty-five (25) days priOr(o the public hearing date. The certified "Proof of Publication" affidavit for the newspaper must oe available for inspection tIi night of the hearing. LEGAL NOTICE to all adjoining and abutting property owners is also MANDATORY, hNo methods of notice aD recommended: . 1) CERTIFIED MAIL - RETURN RECEIPT REQUESTED sent to adjoining property owners. (The white reeen should be stamped by the Post Office at least hNenty-five (25) days prior to the public hearing date.) U Pa!/<! 2 of e - DevelO(lffief1lal Slandards Valiance A;>pIicatioo o LJ r' (J u o u r ' u o u '0 u u u u Ii U o u u u u 2) HAND DELIVERED to adjoining and abutting property owners (A receipt signed by the adjoining and abutting property owner acknowledging the twenty-five (25) day notice should be kept for verification that the notice was completed) REALIZE THE BURDEN OF PROOF FOR ALL NOTICES IS THE RESPONSIBILITY OF THE APPLICANT AGAIN, THIS TASK MUST BE COMPLETED AT LEAST TWENTY-FIVE (25) DAYS PRIOR TO PUBLIC HEARING DATE. The applicant understands that docket numbers will not be assiqned until all supportinq information has been submitted to the Department of Community Services- The applicant certifies by signing this application that he/she has been advised that all representations of the Department of Community Services are advisory only and that the applicant should rely on appropriate subdivision and zoning ordinance and/or the legal advice of his/her attorney_ I, (Please Print) affidavit is a true and complete listing of the adjoining and adjacent property owners of the property described herewith. OWNER (See list - to be filed.) Auditor of Hamilton County, Indiar1a--Signature , Auditor of Hamilton County, Indiana, certify that the attached ADDRESS Date Page 3 of 8 _ Developmental $landa'as Vanance Applic:olion o D AFFIDAVIT I, hereby swear that I am the owner/contract purchaser of property involved in this application and that the foregoiO, signatures, statements and answers herein contained and the information herewith submitted are in all respects true a I correct to the best of my knowledge and belief. I, the undersigned, authorize the applicant to act on my behalf with regard to this application and subsequent hearings and testimony. . 0 Signed: (Property Owner, Attorney, or Power of Attorney) n DatV (Please Print) o o o STATE OF INDIANA SS: County of HAMILTON (County in which notarization takes place) Before me the undersigned, a Notary PUbO for Marion (Notary Public's county of residence) County, State of Indiana, personally appeared o and acknowledge the execution of the foregoing instrument thQ (Property Owner, Attorney, or Power of Attorney) 2Z rJ; day of October ,2002 o o o o o o o o. k.~ I Notary Public--Signature (SEAL) Steven B. Granner Notary Public-Please Print My commission expires: 10-23-2008 Page 4 01 8 - Developmental .SI"odards Vanance ~Iion u u u o u u 0" , 1" U o o o u U ~i U r- U U U II ~J lj u CARMEUCLAY BOARD OF ZONING APPEALS Carmel, Indiana Docket No. : Petitioner: Duke Realty Limited Partnership FINDINGS OF FACT - DEVELOPMENTAL STANDARDS VARIANCE (Ballot Sheet} 1. 2. 3. DATED THIS DAY OF ,20 Board Member Page 7 of 8 - Developmental Standards Vanance Applicalion ;J'l::I...-L_l.U11/_JI).U.l}"-, o CARMEUCLAY BOARD OF ZONING APPEALS CARMEL, INDIANA o Petitioner: Duke Realty Limited Partnership ,0, o Docket No.: FINDINGS OF FACT - DEVELOPMENTAL STANDARDS VARIANCE 1. The app~oval of this variance will not be injurious to the public health, safety, morals and general welfare of uO community because: ' ;. , this building will be the sixth building in the Hamilton Crossing office .0, o ino o development and its location allows for safe on-site circulation of vehicles. 2. The use and value of the area adjacent to the property included in the variance will not be affected substantially adverse manner because: this site is a part of the Hamilton Crossing Development and the building is located a significant distance from other adjacent uses. The strict application of the terms of the Zoning Ordinance to the properly will result in practical difficulUes in lJ use of the property because: the site for this building is severely impacted by the reservation of land for t[J proposed lJlst Street interchange. Thus, to allo\o1 for practical on-site circulatiOl close proximity of the parking garage to th~ west entrance of the building, and rr for a reasonable amount of parking near the front entrance of the building which U is located on the east side of the building, the hlli1dinl;'. must hI" lorrlrprl' generally where it is shown on the plans filed. 0 DECISION , IT IS THEREFORE the decision of the Carmel/Clay Board of Zoning Appeals that Developmental Standards Variance Docket No. is granted, subject to any.condilions stated in the minutes of this '0 Board, which are incorporated herein by reference and made a part Ilereof. , 3. Adopted this day of ,20 o o CHAIRPERSON, Carmel/Clay Board of Zoning Appeals SECRETARY, Carmel/Clay Board of Zoning Appeals Conditions of the Board are listed on the back. (Petitioner or his representative to signD S:\carmeldaylanduseregs\check lisl\devstandapp Revised 10/1712000 Page B 01 8 - Developme<1tal S,andards Variance Application o o u u u o o n u u u U' o G u o u r ) U u u u u CARMEUCLAY BOARD OF ZONING APPEALS CARMEL, INDIANA Docket No.: Petitioner: Duke Realty Limited Partnership FINDINGS OF FACT - DEVELOPMENTAL STANDARDS VARIANCE 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: this build in will be the sixth buildin in the Hamilton Crossin office develo men and its location allows for safe on-site circulation of vehicles and allows for safe pedestrian access from the parking areas. 2. The use and value of the area adjacent to the property included in tl;.e variance will not be affected in a substantially adverse manner because: this site is a part of the Hamilton Crossin ment and the arking is located in appropriate proximity to the building. 3. The strict application of the terms of the Zoning Ordinance to the property will result in practical difficulties in the use of the property because: of the existence of the parking area on the north side of Building V, the reser- vation of land for the proposed l3lst Street interchange, and the other limiting parameters for the location of the building; the requested parking is reasonable and is located more than two hundred twenty-five (225) feet from the ninety (90) foot build-to line along U.S. 31. DECISION IT IS THEREFORE the decision of the Carmel/Clay Board of Zoning Appeals that Developmental Standards Variance Docket No. is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this day of ,20 CHAIRPERSON, Carmel/Clay Board of Zoning Appeals SECRETARY, Carmel/Clay Board of Zoning Appeals Conditions of the Board are listed on the back. (Petitioner or his representative to sign). S :\carmelclayland useregs\checklislldevstandapp Revised 10/17/2000 Page 8 of 8 _ Oe.eloproenlal Stand.,ds Vananee Appl>calion CARMEL/CLAY BOARD OF ZONING APPEALS CARMEL, INDIANA o o Docket No.: o o Petitioner: Duke Realty Limited Partnership FINDINGS OF FACT - DEVELOPMENTAL STANDARDS VARIANCE 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of tn community because: U this variance will allow for a necessary trash enclosure and for a necessary n U parking structure which will allow for sufficient parking on-site. 2. n .0 The use and value of the area adjacent to the property included in the variance will not be affected In a substantially adverse manner be,,"use: . 0 this site is a part of the Hamilton Crossing Development and the proposed parking garage and trash enclosure are YO osed to be located where the will have the least impact on adjacent property. The strict application of the terms of the Zoning Ordinance to the property will result in practical dITficumes in tD use of the property because: the site for this building has four streetfrontal1,es - Meridian Crossing BoulevU on the west, 131st Street on. the north, U.S. 31 on the east. and Hamilton Crossin, Boulevard on the south. Thus, it is impossible for any accessory building to 0 comply with the minimum front setback requirements of the ordinance. DECISION 0 IT IS THEREFORE the decision of the Carmel/Clay Board of Zoning Appeals that Developmental Standards Variance Docket No. . is granted, subject to any conditions slated in the minutes of this 0 Board, which are incorporated herein by reference and made a part hereof. 3. Adopted this day of ,20 G o CHAIRPERSON, Carmel/Clay Board of Zoning Appeals SECRETARY, Carmel/Clay Board of Zoning Appeals Conditions of the Board are listed on the back. (Petitioner or his representative to SigrO S :\carmeldaytanduseregs\checkl ist\devslandapp Revised 10/1712000 Page B of B - Developmental Standards Variance Application o o u u u' o u DESCRIPTION OF REQUEST FOR DEVELOPMENTAL STANDARDS VARIANCES FOR HAMILTON CROSSING BUILDING VI r' ,U Petitioner requests a variance of Chapter 23B: U.S. Highway 31 Corridor Overlay Zone, Section 23B.8.1,C - Build-To Lines, to allow for the building to setback approximately five hundred forty-five (545) feet from the ninety (90) foot build-to line along U.S. 31. The site for this building is severely impacted by the reservation of land for the proposed 131 sl Street interchange. Thus, to allow for practical on-site circulation, close proximity of the parking garage to the west entrance of the building, and for a reasonable amount of parking near the front entrance of the building which is located on the east side of the building, the building must be located generally where it is shown on the plans filed. u u U' o U U U U U U Petitioner also requests a variance of Chapter 238: U.S. Highway 31 Corridor Overlay Zone, Section 23B.12,A - Parking Requirements, to allow parking between the U.S. 31 right-of-way and the front build-to line of the building. Because of the existence of the parking area on the north side of Building V, the reservation of land for the proposed 131 sl Street interchange, and the other limiting parameters for the location of the building, the requested parking is reasonable and is located more than two hundred twenty-five (225) feet from the ninety (90) foot build-to line along U.S. 31. Petitioner also requests a variance of Chapter 25: Additional Use Regulations, Section 25.1.2,B,3,a - Minimum Front Yard Setback, to allow the parking garage structure to be located between the building and Meridian Crossing Boulevard and to allow the dumpster enclosure to be located between the building and 131 st Street. The site for this building has four (4) street frontages: Meridian Crossing Boulevard on the west, 13151 Street on the north, U.S. 31 on the east, and Hamilton Crossing Boulevard on the south. Thus, it is impossible for any accessory building to comply with the minimum front setback requirements of the ordinance. u I' U 49660 1.DOC U' o U lJ o C u u u U' o u o u u u u U 1.J lJ . . I ~ f . [I :;*1 . ~. : L \1 l. . I , ,(:. I IJ,. ~ \ ~i~'\', ....J""'1- .-' · } . f "~.f,' It I.J . ~' _..J"t \~ ~ I I ". I "t' <",b"" .~ _ I I~I rtt ~ ;... 1. .r: '\ h' ~,~ '~LJ: . '. .,~ '~ I ';' ~,;~ ~T [. ~ :~,. ii~~" '~:. r,'''' ~ ... 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"'~ed l:!ro..,n" Precast Clear AroCtzt:"O t\1'.JJT'lrU"11 Panels - .. -- I I I - . .. .~- --~ - -- - - - ~- + Top of Penthouse +86'-11" Top of Pree,:]sl +71'-10" Fifth FloDr +55'-0" Fourth Floor +42' .0" Third Floor +29'.0" Second Floor +16'.0" First Floor 0'.0" ._----_.~ .__.__._.~'.:'I__.jjj liiiiliiiliiiJiiiliilll._I_ .--____________ __________________ 1______-----. ~ ,:-.. _I!!!'.---.._-" .--.--.--.--.--.-.-----I.....--D--!!!!!!P-~Il '=~--:~~~~~~~~~~~~~~~f~~:. 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";~r~~~-:-;..I~--I-l~0i..I'~~I'~I-I~~---:-I--r---~1---~--:-:{TTI~~I-I.I-i11rr~,-I-I-I-.~~~:-~: [..~o;;j~~~~~d~~~~~~~~~ : I: i~ii1~~: il~: +rj~_I'~"L~~'i:~~ ~_~..;:~~~~l ~ I:' 'D~'~ -r '~2Jd-~ --cl-i--+l~h"~ ;F4'~ , : ~~:=bU._J ._~_ ~~_ ~jItL~U'; :~bUb" '~. ~ , '8: 1.'='-'---'['" I E-I . . :_" ""of 1.le' "..1' I ,'oj 'F" . IJ-, """ I ~1 . '-' 10'1 'r"I' I~ ' 'lJ .-"c;I---,---.,....-,.--:1 ~.~~,!E!--=-------L-~~~_~-=--=--~_-.-.~l~ .-~g_---'~ ~~... _ _ ,~-:. ~*"'!-'_,._ ---1~_ ~e... ~E~---:b:f;_~~_~-=--=-~_ _~-..:... =- _~I , Duke REALTY CORPORATION West Elevation "- CloJr Ano<l.zod Aluminum Ponel Conopy Topor Penthouse +B6'.{;" Top of Precast +71'.10" Fifth Floor +55'..0" Fourth Floor +42'.0" Third Floor +29'.0" S\j~UII\J Flour +16'.0" First Floor 0'.0. October 18 2002 22409 ~ CSO SCAlE: 3:32- = ".C" I , I I I '"V\fhitA- E.I F S 'Red 13m...,""" Precast u 'Wh,t.- PrflGaSl Claar Anodize<: J Itll.,.mlTlUH1 Pan91 CfilllfJPY South Elevation L Clear AnoCo:e-d Alcrrlnum Pa"llli Bronze Grey Glas s in Clllar A"Odized I\Jumlnum t:rom~ seAl:: 3:32" = "--C" Hamilton Crossing VI Building Elevations Carmel, Indiana - ;..~''",''''.... .',.,- ~,., '''' ~ .~- '_ ' ,;..c,. '-.' __....:.. . r ~ ,~" ~L"-' -.~ 'Re<: Dw",,' [Lr s I [......\tllt~. F IF S Bronle Gr~)' GI.a5S 1"1 C!P',1f ^nc'>ctz"(~ Alllol.f\t1m F(~tJ'i~~ Clear Anodile.-t All.IJ1IIlI/l'l P,I~'t:~ East Elevation '- Clo"r Modizod Nu,-,irum Pnnol Canopy SCAL:; 3132' = ".(T -.. : 1 ~1~~::-~8ir:! ~~...--- .~~ "";=( ~~ t-:.,-?- i J.~}:':]2~~ d . .- ------------ -1-'Cr"T'r .1IIII!!",-I.!!!!II-~r."'II!!!!I.!!II_II!!!,I'1 ' "----ri 'I ' j + '" t. , .', I , ." . , i i i : .. ' --------------- fi . ..f . ~:: t-~I~j~~I'~t'I..~~lJ~]~ , ~ ,:', ~L ',' I.~ j I '_'H_n;__,~.I_ ~i -~,' --" I 1-.'" [1 l:~:~Pr-:C'Ir-' u~_II~:' -:- -I:-:-,,~I~ r~,-I-il'~-[-I-I--~rl:~--I~~'t.I. ,;~P~~I~ ~,~---LI! ~~14~~I~rj~r:l~l~j!I', , J J. _--...1",. ]1'1 , : ~,-,~,,-, '~t,.',~,::~,~.Jrl' .,m,f,~,',:,.,ii,',11 'f,',1::r~1 :_~~~~J-L~~ ~~ -~ , ~!! ~ "Red 6<'"" n" Precas1 . ",,^,hitA" Praca$1 . . I' ,-'-- r ~ , 1 1:..1 I~ ~ ,.-=:-:1 ri %>1 ;1 Vi - ~,,'1"',J" ~ --' "'- ~~~ . -+- ! I I ---.-- 1 ~ u- n - , ; -- ._~. ,- j I == =-- - i l ! - I , ; : ! ; fl- =-=- ~Iiiiii, I - -, CI<>ar AnOCIZM J All,.mlnl.lm Par-QI Canopy L Clear AnocizeC Alt.millum Pare-Is Bmnz~ Gr<>y Glas. Ir Clear A "1()(llzea J'lJumlnum l=romos North Elevation S':ALE; 3:32"; 1'.(;- -' ,''''-''._",;,,- '-" ~".........~"..;. -----' .. ~. ' '-~,. . -- ' "", - " -~-, Topol Penlhouse +l\fi'.6" 'll~d BW'flIn. Precast Ch!'r1r Aro::il'e-d .'h.rrirum D;mftls Top 01 ProC.:Jst +7i'.10" Fifth Fino. +55'.0' Fourth Floor --<12'.0' Third Floor +29'.0" First Floor 0'.0' Topol Penthouse +86' -6" Top 01 Precast +71'.10' Filth Floor +55'-0" I, :..J fl Fourth Floor +42'-0" Ii fJ ~ I~~ ~.., ,I ,I i L; Third Floor +29'-0" Second Flwr +16'-0" First Floor 0'.0. 22409 ~ eso , Duke Hamilton Crossing VI Building Elevations Carmel, Indiana REALTY CORPORATIO~ October 18 2002 ~t~~ "Rej BtOVtr" Pr~.sl West Elevation P:'eet1st Corcrele Colum:"'::s S(~AlE: 3.32-' ".(T II &iiiiii 'u""'iiiii U -LII 1--1-11 f-~-;;;;;f'!"'II!!I---------~~--------~---~_&:::ilil1_~''''==C3t:I[ ll~tP==~~=~i'~ I~=~~~~._.~_.il.u=.~~~~_~j~ "'~jl If _~_J! . . . :J[ r~.;~~~~~~il~~~~:~:r-~~~~~~~;~~~";'FI~~~~~~~l~ . n2.~=~~i~~~~~-~:':.~E;;,~~::!~~4~~;"~~;: ~~T~'~~~;~, ~=--1~~~~el~~~:~' ~~.-~l:'. ;,~~d0-~..A~~-;:-~~:;::~ lrd:~J-~~===='====I~==~~C3----=~I--~~=====~=1 0 I WHed BrC'TNrft Prec.Asl I I ....\'h.tc~ PrIXi1;\1 St31r Tower Second Tier +20'-10' Firs! Tier +10'.6" South Elevation L Precast Cortr~e CoIumr'S Grade level 0'.0. L BIOI''''' Grey Gloss in Cloar AnodLzad Alumant.:m Fr3mOS SCALE: 3.32- = ".(T ;-------1 1 I 11'--1-1 II i~;g'~nB[jJ~~llf~[~;~ff~I[~~r:~:~I~[~'~~'~~ . I I I I m _-"-....JllJI: I~':-C-lf It.:" --:'~c::--~I~'r::-'---:--:J:--=-J~c-'"'"1~1r ---;r--:-l~~~~.~r'""""lr--..-,c::=--1r-=-:o~[:=1<= H '.~.~'Cl~ I>.:..' . 1r----1 "r'"".. f . _ 11- .1 _.....1 -'. '. '.'~""' ~r--I " ,'I ~~.'l" [::...:.'-.~~r:-."~--~..-'-,"'.c..--l i::..:....- !---.J "L-JL....:......JL- ~I' .,", _ . J ~tI LdL..cc. . ~==L-J~L...:. !:e-=J""=-:l=-'.:oIL'=""3C:7ic..:. .. ,:;L.1'..JI.. ":".~~-'; -,r-'=ll~,. ~~[. ,1 _~ "~J -"--J~J ~L:..J~~~~':l':::!:~:ll'i:d. I I I I 'I m, iB r ii m ----:-.:JD ~:~15 ~I~~~;~:l.?:"~~~~~~~~~~~: I::;I,.-----::l~ ..,' .,.~~~L- ,.. ~.;;IL --:::,1.., .., '--Ill ~~G:5-:-"::~jb-d~~.;::~~r:~r-:~~2 '-~-;=jl~1"iF'4F JE'"~"'j,~ ~I I I' I ~. ,.::" ' 1:.. _'"'-'~":"":-.:.1. ,-_-=-"...r:':l. -. =, "'=" .L'"'"';'"'; _'c:-:::-:J.L':'"". '. - -r--, ,0,. r=-1. "=-' '. r---1~r-:---: .-:-=-";~l 'CI'c'.---,- -.....,--~.,.r--~~r---'"" -..-----,.----,-' ~L-JI - - ,I -. I~~~~I -:-_.~~ L-...JL-...J - I ~-=..::J~~." C-:~~~-~~~~~;i~L-JL-.J~~ I I I I ['ree.., Coner~e C~um"" East Elevation SCALE: 3J32" = "-'7 L Bronze G'~' Glass In Cfear AnC<lIZll<l Aluminum Fr~s L Rronl~ GrP.'j GI"'~5 in Clear Anodized AJuminl..m F!"<1r1GS North Elevation SCALE: 313;>"" ,'.()" L Precast Cont..,etif:l' Coh...mn~ Second Tier +20'-10. First Tier -10'.6" Grade level 0'-0' Second Tier +20'.10" Fils! TilOl '10',6" Grade Level 0',0" SAr.ond liAr +20'.10' Firsl Tier +10'.6" Grode level 0'.0" , Duke Hamilton Crossing VI Parking Structure Elevations Carmel, Indiana REAlT"t CORPORATION 22409 October 18 2002 ~ CSO c=' ~~ ~ r: ~ l ~ c=; c:=-:. CJ c=\ C=I CJ c= c=. c=J CJ CJ CJ c=. Light Fixture Schedule - Hamilton Crossing Building VI Fixture Manufacturer Model No. Wattaoe Mountinq Heiqht Quantity SA McGraw Edison Galleria GMA40129AS 400W 25' 4 S8 McGraw Edison Galleria GMA401293V 400W . 25' S SBH McGraw Edison Galleria GMA401293VHS 400W 25' 3 SC McGraw Edison G.alleria GMA401292D 400W 25' 1 SE McG raw Edison Galleria GMA 17124FT 175W 15' 8 WB McGraw Edison Wallpack VW-S-175-MH-3S 175W 20' 15 · All fixtures are metal hallide Cut Sheets for the GM Series and VW Series Attached .ii I Y""'I:.: APPLICATION The Galleria Area Light achieves superior light distribution by utilizing a seamless reflector system, making it the optimu m choice for almost any small or medium area lighting application. U.L. listed for wet locations. CSA Certified. A-- B'~'- c. l.:,Q, J Al Uli ;lil: SPECIFICATION FEATURES :s I K R:: t:. I VV U Ii R\.:S ~ A...Housing Formed aluminum housing with stamped reveal has interior-welded seams for structural integrity. Standard color is bronze. Other finish colors available. Consult your Street works Representative. Optional NEMA twistiock ph6tbcontrol. ANSI wattage/source label. B ...8 alia st Balfast is hard-mounted to housil\g interior for cooler operation. Optional removable ballast tray. C...RefI9C10r Spun and stamped anodized aluminum reflector in vertical lamp units, or hydrofarmed anodized aluminum reflector in horizontal lamp units. O...Door Formed aluminum door has heavy-duty hinges, captive retaining screws and is finished in polyester powder coat (Spider mount unit has steel door). E..Len 5 Convex tempered glass lens (Flat glass available. Consult Streetworks Representative). F..Mounting Choice of spider or arm mounting. Retrofit tenon adapter available. o --==::::- '" ~::------- E--~-~ ..~~ " ~ o 0 0 GMGALLERIA 0 AREA LIGHT 250-1000W 0 Hi gh Pressure Sodium Metal Halide 0 AREA LUMINAIRE 0 n u 0 0 [J 0 0 0 0 EPA 0 Effective Projae19d Area: 2.4 Square Feet Approximate Net Wt: 79 Ibs. 0 .....~.. 0 U-;-j I d AOW010603 ~~.~ 0 DIM ENSIONS ~~"; -, '_ ~ """~.-5.'__ " . '.Ii ~\"';:f:; ~. _'" No '. t' "r-~-'\ "':-" '~~ ~:;;~l' '0"_ ~ -'-=- --. ~.I" ARM MOUNT ! 0 I 103/4" 1273mm) , ~ I L~~ 1552mm) 6" 0' 14" (1 52mm] or 1356mrn] r.OU" CfRECT MDl..INT TENON oUlArTER SPIDER MOUNT -----t GMA 12" 1305mm) GMB lS"I381rnm) GMB 16"'406mm) I DRonu~o lNfORM""TIDN "'..... ........ MA101Q MA.\D" MA'I""2 MA,gu MA,101lj ....A.'Ul'r. l.'Ll1DII MAl011 MAlO'" ..... ~~~ ] 1aOLl "1120.0 j 1f,l:O.D Jtf1CUJ; "nG.[) J 1I2Q.0 l~O.D lMO.D ....... ConCIoQ'OfItlO(lo 1FIldut'tl :2 FhcNrll.' 110' JFLICIJ{fl.tUO'" ~FOOVl".t~ 'I: rildu.-"Ita" lfldWM.1120"' JfiJrl..,.....tl<l. 'fin...f1I l':.~u._..!,lKI" ... ..- totol'J'u:n.~..... ....._..._...........co...-.lt,.- ,1lr..1lftorti:I~_IJI.......,-...-..,.......~~ ...........1~jU,'~I'<III.-flo/HlJWlllbI_p,IIiorMlf..)H4. '" I"M" Or,IU~. llOr Il,m ~OIlr.llftDI COOPER LIGHTING 9J~6. dil. hol..:II u PHOTOMETRies o u o o o 5 4 3 2 GMA40SWW3 400-Watt HPS 50,00G-lumen Lamp Type,llI Vertical ORDERING INFORMATION u 5 3 2 GMA40MWWAR 400_Wall SMH 4'0.000-Lumen Lamp Area Round Footcandle Table Select mounting height and read across for footcandle values of each isofootcandle line, Oistance in units of mounting height. Mounting Height Footcandle Values for GM Isofootcandla Lines ABC 0 E 20: 4,50 2.25 1.13 0.56 0.23 25' 2.83 1.14 0.72 0.36 D, 1 4 30' 2,00 1.00 0.50 0.25 0,10 35' 1.47 0.73 0.37 0.18 0,07 3 40' 1.12 0.55 0.28 0.19 0.06 SAMPLE NUMBE.R; GMA25SWWAR o u Product Familv' GMA~Arm GMB=Spider 2318'.3' 0.0, Gr.J!C=Spider 3112' 0.0. Lamp Wattage 25=250 40=400 91=10006-8 Lamp Type' S=HPS M~MH R=SMH u [j o Ballast Type 2. W,CWA C=CWI M=Mag. Reg, Voltage 2 2=120V 0=208V 4=240V 7~277V 8=480V 9=347V W~Multi-Tap wired 120V N~Multi-Tap wired 277V V=Multi-Tap wired 240V Distribution 1D=Type 1 MCO 3 2D=Type II MCO 1 3D=Type III MeO 3 3V=Type III Vertical -' FT~Forward Throw 3 AR=Area Round' AS~Area Square · RW=Rectengular Wide' Options (add as suffix) ; 1=Single Fuse, Inlernally Mounted (120, 277VI 2~DoubleFuse. internally Mounted (208.240 & 480V) !f=Photocontrol Receptacle 6=White 7=Black 9=Grey B=House Side Shield H=Plug-in Starter Receptacle T_Removable Ballast Tray F=Flat Glass H Accessories (order separately} MA1004=14" Arm for Square Fole (EPA 1.0~ MA1005=6" Arm lor Square Pole tEPA .5t MA1006~Oirect Mounting Kit for Square Pole MA1007=14" Arm for Round Pole ~EPA 1.0) MA100B~6' Arm for Round Pole (EPA .5) MA1009~Direct Mounting Kit for Round Pole MA1029=Wall Bracket MA1061=House Side Shield-Field Installed OA1066=Pipe Adapter u NOTE: ' Standard color is bronze, o1her finish colors-available. Consult your Sueetworks Representative. 2 Refer to technical section for lamp/ballast/voltage compatibility. 3 Hori2ontallamp only, . Vertical lamp only_ 5 When ordering options, order in alpha"umeric ord.er. 6 A reduced envelope 8T37 lamp required. r Flat glass available for 1 D, 2D, 3D, FT, and AR only. AR-400 MH requires ED2S lamp. · 1 OOOW & 250 and 400 Af1 HPS not available in Flat Glass. o u o u o u coor::.. Lighting Visit our web site at www.cooperllghting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770,486.4800 FAX 770,41l6.4801 ADW010603 NOTE: Sper:;ijfPe,I,c.ns 8Md dimlln~ig:n"ubiect to change wi~hDUI notice. u TYPE: DESCRIPTION The classic Ii nes and sophisticated construction of the Vision Wall light makes it an ideal complement to site design. IP65 Rating standard. U.L. listed and CSA Certified for wet locations in up or down mounting applications with no necessary modifiCations to the door or housing. APPLICATION Whether mounted downward for the cutoff classified illumination of walkways and parking lots'or upward for lighting canopies or ceilings, the Vision Wall blends easily into the architecture bf a facility with soft lines and gentle curves that enha nee the beauty of the application. A. B C o E CA1AlOG,tI: SPECIFICATION FEATURES IVI c l:i K A. \IV - t: U I :s UN" o An.Housing The.housing is.one piece die-cast aluminum construction fat precise tolerance control and repeatability in manufacturing. Bn.Mounting Gasketed zinc plated mount'lng. attachment fits directly to 4" J-box. Two (2) studs are provided into the plate that provide,easy mounting to the luminaire. An embedded mount and surfilceconduit mount assembly is available as an accessory. C...Optieal Assembly Optical cage designed for up to 10. of tilton a rotating assembly. A conc.ealed, stainless steel adjustment screw is provided on the exterior of the housing allowing for customized tilting of the optical nio,dule without accessing the inside of the fixture or affecting the appearance of the lumina ire. DuOptioal Modules All optical modules feature a rigid cage assembly that houses precisely formed and mounted, 95% reflective segments. Optical modules are all prewired with quick dis.connect plugs and can be removed without tools from the cage via two thumb latches. Optional Type II, III, IV; FX. wall grazing' and Tight Spot optics availa ble. E.,Door Die-cast door and continuous silicone gasketing accommodates either up or down mounting applications. Door frame is hinged and secured to the housing via (4) captive, stainless steel fasteners. Lens is 118" heat- and impact-resistant clear tempered glass. f...Finish Standard colors are grey, white, black and bronze TGIC polyester powder coat. Consult the McGraw-Edison Architectural Colors brochure for a complete selection of other available colors. o o o VWVISION WALL 26-400W o High Pressure Sodium Metal Halide Compact Fluorescent o WALL MOUNTED LUMINAIRE o o v;;;,,~. 0 _.rlteS o :;HIPPING DATA (Approx.) SmaIlIVWS) Net Weight Ilbs.~: 30 Volume leu, It.]: 1.55 MediumlVWM.1 Net W.ight IIbs,): 57 Volume (cu. ft.): 5.54 o o ENERGV DATA Reactor Ballast In.put Watts 50W HPS NPFIHPF [511 Watts) lOW HPS NPF/I-IPF [62 Walls) 1 OOW HPS'NPF/I-IPF 1118 Walts~ 150WHPS NPF/I-IPFI175Walts) High Reacton.. Ballast Input Watt> 70W MHHPF (94 Watts) l()()W MH HPF'l1ia Watts) 150W HPS'HPF (190 Watts) CWI Soltast Input Watts 70W'HPS HPF!9Il Walt5i lOOW HPS'HPF(132 Wattsl 150WHPS HPF (190Wattsl 175W HPS HPF (223 Wattsl CWA Balint Input Wons 175WMH HPF(210Watts) 250WHPS HPF 1300 Watts! 250W MH HPF 1295 Wotts] 400W HPSHPF 1465 Watts) 400W MH HPF 1455 Watts) o o DIMENSIONS ."",,;JJ,., '" ~:l,\.,...~'" !....;o;~...'fw.t~I;;[ r T .. 'l~~~~ - ~<F--~~"~I ~:t IM.I ~:"-J.:,,4;- -f;.<E-'~; -'>-'i;:O':"'.....i._.':;'i.~-;J "" , & '1~ ~ -,<"'~ '\.I!'I~ . .1 > ,,7'"'(~ ~ ,)'I> ~ ~ ~~, iIl;:' . ~, . _-""\y_ ;;.~-;~ ~ ~~, I _ _ 001 "-"- o VWS 15 7/16" [393mml 0' VWM 19 tn" 1495mm] COOPER LIGHTING or VWM 125/8" l321mml .-L I I VWS 10116"'366mmt or VWM 17 112" !445mmJ o o ADHOZ14Z9 ..~. r /-''1'. ",~,,'9 o o u PHOTOMETRICS 4 FoOlcandle Table Select mOl.lr'ltirlg height and read acrosS for footcandle values of each isofootcandle line. Distance in units. of mounting h-eiqht. u u [J o [j [J u u u 4 2 o 4 VWS Mounting Footcandle V.ah,H3s for Height lso!ootcandle Unes A B C 0 E 10' B.OO 4.00 2.00 0.80 0.40 15' 3.40 1.70 0.85 0.34 0,17 20' 2.00 1.00 0,50 020 0.10 o o 3 VWS-175-MH-3S 175.Walt MH, Type III 14.000-lumen Clear l.amp 4 3 2 0 VWM-400.MH.3S 400.-Wan MH. Type III 36,OOO-Lumen Clear lamp 3 ORDERI NGINFORMATI ON 3 4 4 4 4 3 0 VWS-150-HPS-4S 1 SO-Walt HPS, Type IV 16,Q{lQ.-Lumeo Cle.ar L.1mp 4 4 3 Footcandle Table Select mounting height and read across for toatr:;;)lidle values 01 each LsofoOlcandle tin€. Distance: in unilS of- mOlJntin~ hei!=fh1. 2 VWM Mounting footundle VOIlulCS for Height lsofoctc;an-clle Une-s A B C 0 E 20' 2.00 1,00 0.50 0.20 0.10 25' 1.2B a,54 0.32 0.12 0.06 30' 0.88 0.44 0.22 O,OB 0.04 o o '2 2 3 3 4 4 4 o VWM-400-MH.4S 4OQ..Watt MH, TyperV 36,Ooo.-Lumen Clear Lamp Lamp Type MlhMet.1 Halide HP5=High Pressure Sodium CF=Comj:wct l.; t, Fluorescent LBmp Wetts 9S . 26=2SW' J2=32W' 4.2=42W' 50=SOW 57=57W' 70=10W 100=100W 150=15fJN 11'5= 115W 250=250W 400=400W:ll... ACCESSORIES ierderseparatelyl ThRJ-way Mounting Box COO1~ Ughting j I D SAMPLE NUMBER, VWM.1SD.MH-MT-JS Voltage ....1 Oistribut;on 120=120V 28= Type II 208=20BV 35= Type III 24D=240V 4$= Type IV 277=277V FJ(=Wall Grazing 341=347V Optic' 4S0=480V TS= lig hI Spot MT=Multi-Tap "Wired 277V TT = Triple.Tap Wired 347V OPTIONS (add as suffix) o Embedcled Mount Wite Guard polyoarbonate Vandal Shield Options (add as suffix! ColD" (add as suffixl ,. FoSingle Fuse 1120. 277VI SK=8lack FF=Double Fused 1208,240 or AllOVI AP=Grey O=Ouam Restrike 8Z=Sronze PC=8ullon Photoconlrol W!-i=White EM=Quartz Restrike with Delay IAlsoStrikes at Cold Startl VS=Vandal Shield I..=Lamp Included Accessories (order separah1:ly) VWS/EM=Embedded Mount VWSfTS= ThnJ -way Box . VWSIWG=Wire Guard VWMIEM=Embedded M01.lnl VWMITB= Thru-way Box' VWMfVt!G=W1re Guard. NOTES: .All HID lamps ar~ mogul-base an VWM fixtures .end mediu~-base on 'VWS. . Com"pa'ct fl-uoresc:ent lamp only. Available on Type 11. Ill. and IV distributions only. -Rsquires use of E02.8 iamp.. 400W rat~d tOf 2S.C ambient tamperall..lfl3. I Compact fluorescent tor VWS unit only. . Products atsQ ava:il.able in non-US voltages and 50Hz for international markets. C<>nsult faolory lor availability and ordering inlormation. 'Multi-Tap ball.st is 120120Bn401211V wired 2771/. Tdple.Tap ballast is 1201211/347V wired 347V. . Coated lamp recommended far VNS. 'for use tn downlight oppliealions only. MOther I1nlsh colors available. Consult,McGraw-Edison Architectural Colors brochure_ It Nominal length nono exceed 8-, u o u u u u u NOTE: SptldliO;.I~C(l1 and dirnons~l'ls. 5ut)rec1 tiCI ehllnge- withcul f\o1ice. www.cooperlightlng.com Cuslomer First Cenler 1121 Highway 74 South Peachtree City. GA 30269 170.486.4800 FAX 770.4B6.4801 ADH021429 " I I j BUILDING #6 HA........ MILTON..... C. RO. SSING -, _' _' , _._ c, . ".' '_' _. " . , . 13085 HAMILTON CROSSING BOULEVARD CARME~ INDIANA OCTOeER 11.2002 . OWNER: Duke Construction Limited Partnership .1 600 1E$lilt 96th Street, Suite 100, Indlanapolle, Indklna 46240 317 B08.6ooo CONTRACTOR: , Duke Construction Limited Pa.rtnership 600 east 96th Street. Suite ~ IndlanapoJl8, lndlana 46240 (311) 808-6000 ... I . ~ t: ' '~~':'.. ;g ii . 15 ' j[ .. j' _ WOOLPERT UP - V"f.' ~~~ ~ 48288-4m . ., .' 31l.299J600 . WOOUIlII;'1'. . FIUC 317.2fn.684'JG, . . ','. . . DOCKET NO. LOCATION MAP 'VICINITY MAP LC)CATION MAP Q NO S(.tU VICINITY MAP - -..~....._-- _..~._._--;--_.---.---........---._-_..- .~..~_. . -~ -_. .---.........- Q NO SCIU l,'-- . , I SHEETtNDIEX CO\O SIm IIOIOUIlIICI PUll sm: I'IAI _ i'IAN Pt05lOlf ClOllmQl. """ UJUY _ lJlMIISl;Ift 1'VIt DaI4$ DDIiII.S DE1MS . ~ PUll ~ otTMS ~. IKOOC LECDID ~. .' ---. ..-- CUll> _ SIlO] ------ oUIZIit __ -=mil I'IUdICI'IIai:~1lIIIlIID -IaIlIlDtIIIIIII_1IlUI unLmE8 '>(ClIlEJI 1lOO.7n:101lO I.IaRI1EQf 3l7~.2$7 IHlIWIAFOIJS 'IlIAD CQI6WlY 317.26164ft ClN[RGY BOO.!!21.2232 CIA" 1lllIlISttlP _"I. 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P05IS lIOIlQUlI -. _ IXI'III5lD 1D a.)" _tD_ ~1Sl'ILI!..... ~=--IlC_ .......II! 4.l_1WII1III'U._'1II1O'0Il_. L}~III"= r1U 5.r.= r. a.)~m~" '.)IlO~_ ~. _Ill a.)_-t_\llItQlllOUllFP_, 'ic~=.r 1MIIl1'_ AID In' LPL. PlAN VIEW ~~~r CROSS SEC1lON ~ 'IJI," P C .>>-XlO *" no.... IJOS-S07 .a.liaD.... 1M :zo , 1- P4..." IU_ $1<lCl("'" 11O>-'lOI I__sa! D ~II" INl , t 1$1'1 ,~ 1 '$ II '/1 ___ , , n IItCIO CONCRETE PAD FOR THREE PHASE TRANSFORMER .150-1500 KVA 110 SCAI.E EXPANSION JOINT DETAIL NO~ FWSH WIIH: ~ CONTRACTION JOINT NO SCIU ~ 0;JIItIlrn: r..- .-. 10 _WI'I'>IDIDI1" EXPANSION JOINT AT' BUILDING DETAIL NO SDU 1 1/'" JU.C. SURl'G r JU.C. _ rCllOllW:tlll_1M ." CCiIlP.atD _ 12 QlIlPICtU) - REGUlAR DUTY TYPICAL PAVEMENT SECTION 110 SCAlE ::to .Qf'O _f~ eoI!PIIC1ED $UilOlIIIlI< fi.-r...=. or' 1.) ~"'fWO.,I. t.)~~__ .J.I~~~ INTEGRAL WALK AND CURB NO sau ,--.,/'=-/:llllI! HrlCIlI ~( rm"..-:&...-oso I I...'" I ~ - -- - - - , I H IDII """":CJltH[ ~ · : ~5Mt~~~ : L________________J CURB MODIFICATION AT ENTRANCE NO SC/lI.t - COlAClED s.- 0IJRIt' '3 ~f'l'Ai. SIIIl.L E I'UaD _ 2f1 -- TO &I~~Ifli__~~ 3->__lOKRIaIle__ COMBINED CURB & GUTTER . (TYPE II) 110 5CAI.t ~~::";;.- ~"'-_153 ~- ASPHALT WALK PAVEMENT secTION 110 SCAlt , v." IU.C. SlJIIl'lClE "'lUlJ:._ .. CCOO'OClU> _11: ~ O-__1Eft CIlIl7IOCI1D_ HEAVY DUTY TYPICAL PAVEMENT secnoNl NO SC/lI!: -.ellJUlllll: CONCRETE STOOP DETAIL 110 SCALE ~~~~ ~~C[NIUt.PQQyiQ[a.ms lO.ElE~ 10 PAltt\lENTllIUH IEPGa' RCDI PER - - . ;:"~~~ EXTRUDED CONCRETE CURB DETAIL 110 !;I;Alf: - $IlGIWl( IIIID I.) ~,~. ~ I( fUjD MliII' 111' ...... 'I'll 2.)~"""'-_"",_1ClCII'I'1!J :J.) _ _ 10 or; PI.aetO 0 .110' -.... COMBINED CURB & GlITTER O'YPEIID . 110 SCAU: I" c:lII.IOlUoA --.... 1XlIOI'OCttD_...... -- 0UIts: 1.1(it""1...J':f1 :;,.~ z.l~r""'~ CONCRETE WALK DETAIL NO SCIl.E I ~ I t.~. .(;, J;;.'~'= ,~..::~ ..t CONCRETE WAlK SECTION 110 sc.ru. fLCOll ...... CONCRETE STOOP DETAIL (ADJACENT TO SBOEWAUO NO SCALE 15' c~__ ~~ ) --. I I CRIIlIlE .. IS 01. lIS PlNi ---'0 SI.1' <I> " ~ PROfIlE - 1.____COIlnlIOOItDASDdM t.'e.&:..lvu~.~._ AS _ lIl' COlIIIl't/Cm'. 'lfEMPORARY CONSTRUCTION ENTRANCE DETAIL NO SCALE _ SM/IU. WID IDeM I"<< CllIlES _ UJgI.L un V1UJ'f ~ .. I cae. co.UR F IlOl IN: PAO IIIB C-. \N.-jE &6oc I GAIl: W'C I..... CIlIIll.IIUlaC - cae. PHI -. ~~'t.OUA fiRE HYDRANT ASSlEMlBL Y 110 SCALf (SEE IlEl.OW) ri ilB mke' CDSPlII:I1IlII ---- _lID ~li_ ""'" -- Va: _ .. ~g II') C> .'2 g 0, ~ ~, Ii"? :11:- 0_ -8oi:;::~~' !:: - :g - .... . ,/ C1 ~ Q, T .,;,~ ~S! 5':g.~ ~ g_'a:;::~:=: ~r-..E""I"ll.i..: ;' / / FJI I t C\I ~ 61 61~ l~ I 0 0:: ~ CJ5 %0 (ijW CO UJ~~ .... Oin- ...J ~. a:V)C1 z: (.)O~ :i Q 0:: h z;uJ W ...I Oz~ Q :5 ~OO:: m :::!~~ :e':s oI(~ :c:I: III to 0 t") 8 or U ___ 0*1"""''''_ DUKE' A/'l......- 60316.01 lif:~ .' _tf'-. J: ['NSH 1\000 ~ ...y _1JlI["""\ ~"/J .",. ~p'.}';J1."-1 1',,' ... nIlOII t....... rf'-f--~- .-" \.1I'It \.......... 0.0." _ PI I'\NIS CLEAN - OUT IIO~ OJ '. ! ! ! i ~~CiD.\ ~: "k~=" ..-'IAI. ~ I' -'LJ-'t- '. '. '-"';. ..~.. .'F! PIPE CONNEcnON TO EXISTING MANHOLE NO SUl.E i 1 ~ rDumlGll __ _ACE QCIIltIlE'lI:CUOlII ...: I ' i ~ ~~1~ ! i .~-::rW-b i;; "..' '. . i- .. PIP!:........... ".~ . ~ j ~-~~ o' 4'--- ,.; ~.~~ -{'""-J'_J . ... l .. ~ :il .-- ." -g o ~ a ~ i e "- ~ '" ~ '" ~\ 'ii ) ir HSI>WI11llIl -...om. IlOIIt ~~1bc-rrr...=1S IllPMN[NI Of _ PIPE UNDERDRAlN (Til'Ic.i( HiTALl.ATlONS) . NO SCAlE ~- .5'UnYt~ COlIC. CllUNO F'tIl:SH GRl'IE s& UI1lJI't..... _ R-IIl78 __uo I' IUlOIII 1'- \:""17I't r--- '-l"""'" en. .os 9C)Il!I Di iPV'HS CLEAN - OUT lID SCMJ: ~~:.~ :~;-'.~~.~~~ 't.1!1;.... .. "-'1 :-~\~~~.:~~ - 0ul\D 00>1: rm-PtNG "'" .. 'I .L- .. """ ! ',:r ~tIJ ..~, ~ I- ~~~ -:.. .- :." .. ,...J; ....:..::.... ~ :~~_-~_ '-t....~.:~,'.~J1. _1'--'" _1lI1'1JlClE INLET TYPE "AD O'YPICAL.) (12" TO IS" PIPES) NO SUU ,..-. ~Cf (f. ~~ . -\. -"! .; ="~ vr PU< FIlar STANDARD MANHOLE BENCHES NO SCMJ: .,." ........~ >.rJ.r ";.o - " <; .~,~". ;':~J .~. DDn I'll'( ,.... -:~ }~ ... ,-- I''': -. l --~ . L ._,.--:~:'2} ;.~ I :, "'. ~ ~: -... ; ~t . sa; I'LIHS Rl!l -"'" I r~ P\M5 Fat n L-~ I z ',. It';; :.':' J i'~~,:.~:c;;~:.~I~~ i ,:.-:~.::~.~.j.~ ._.-::...~, i ;.: .~. :~ .... >' I I ~ .. 0.. !l ~ ~~;~~~f~t.~~,~i.:::< ~ ... cws ... COotlKlt ~"'$1IIlI[_\ l'n S1IlUC. ,.. ClOMJ ~ IIlIm ~D1"=' m INLET TYPE "E'" NO SOU I' .. SIOlO[ _J _ "-'_llll _0I1'\.Itl INlET TYPE" J' lID SiCIU rp:E~-'DI!l.E ./ _OOII""'Of__ rtl:Nm - .~ ~m1 . ~...::r~~. ~": f ...... . :. ;; ,3 "Irr -- 'I':-~ . .:"::, PIE.OSI -- PSl-.... H _C-1t ~ ...~ ~.~ ~il ...~.~ 1?0::.~ '! -.srDI ..... AlII'O.,"\ - ~ GOSl<[f 6tI'IIWl ..... RI5EPiS ND. r:ac: SKI1CIHI' SHALL alIlIlDO '" '-$...... ~ PUI$ ~~--=~~ IIUI'II.___ Il'Q( P\JlIIiR. __ IJ'.... I.I.I'__.-r __01_10_. ':. I" ... ..;: ._..... 1- :'10- ~ "',..- ~':I , -I ~\ "--&i"=- ~ ,. SI1)N[ _ MANHOLE TYPE KJ,.K,L.M a N NO sou . (sa: llEl.DUl -..: nK ,.. .,. ::r:"-~:L.. H '-"'~' .. . ,"_ otI' ... " ,..... n' :IG" ~ ~ w .... IIlI ~. ..: 1M -84 'DB n ~... L<>5 '[-" ="JSn. ..L~J.~~\~ &:- -- . W;ar='~;::%:-,,;';"" ~ ---- /~~~t7;b' IIZ'I_I &::fri' ~ ~~;;t^~ t-... taI$C STtWC -~~;~ :!~t..- .. I .....l:~ fIl:m ~d;-U ~~ PlASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WI1HIN ~. ~ ~ Of' P....YEYOO) I.EGEHD 8o - '""""'" lIIIWmll o._lllOOI[1ljl d'.CiEP1JoI('E~ _ 110.OII .... ~ lKUlI ",. ~. r~ ~J3.m. "\ . ~}~.~ , W~ 1iW:~r~:::&tt;:1~::' {C~....., .......~~_......'......-~ iJ":fir'Q~~~y:t DEPn1 Of' EIEDDIIiG . loIAWlW. ElEI.Ovt PIPE -'L ~ ~..""",-", .. :IG" 10 01:1' 0" ....._ r I In. rI '0' t LEGEHD I!OID IJrc - ours;tlt' IIMCElIR ~!'IW'!!...~ Jl'l:'-j'O"U I> . oisIl( ~ fn\"~L.l7rS G. 0EPnt.0f" ElEDOIC A_. ~-... ~1'EIIW.8Q.OII'Pft: =-,~~J;[ REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL (GRE'AlER THAN ~. FROtA EDGE Of' PAVEMENT) NO SCIoLE ~I'~llSS {m== ~''''''O\~ii.;'+'i1'''r' ~ CURB,- '-.. -1..."'..-..... '. ... ~oo """""'~ ~7~2;:~':~:;2;:; II 1Hl: ........., _-or ..... ~~B:C>._._..,.-... "Dr' -< ?:j~*li;~~~~ .-~t~:: 0EPfH Of BEOOINC l:lATERW. IlEI.OW PIPE L Jfl.!!!!, t7' . 5IIOlUll .. W 10 *>" 0' W <II INlCER r LEGEND IllIro 110 -lJUr.iltl[ UIIIoI[lUI: &.9'W"a..~~.f'C"'U 0........ 0IM0tD fnl-~Uf1II . - =-r~ ~ REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL (\lIITHIN S" FROM EDGE OF P~ tlO SCiU --" FI\lPSOI.1O ~~. ......~ r.......(:,;-',;,:".. " W~ '::;h-.:"';;;;...,.' ~ .- ~--;;:~:::~~~, l,r ~ flI_-&~f~~R<~~i, ;~ ~ . ": ~~ . e-IDL LEGEND __ 8o-_- o " IIISIOI lIWlRll ~~ ...... p<a<nL .. a =.r~ fiI'B"~d' ~~ PLASnC PIPE (PVC & HDPE) TRENCH DETAIL (GIlE'AltR 1IWI 6'1ID~SCAl.E.m<< OF ~ SlOPE CHECK MOO CtlECK JOINING FENCES I'O$I'-- ~ ~ -.... -r~~r - - ~ --- IUIII rlllAB: _ _ TllDCH r I r 'RaXH ~,... ~~Mmo1H[OA'hIlO'" blO ....... _ .... SILT FENCE DETAIL -- - ....... tlO -..e: I _.uo:>o<OOU!l (sa PING) II _._. ....rlO~_ ~ f'RCIICIEM'I'ER'fD(I__: . ;:',. '.~ p :::.~ '.:.Ir~- ....'.L .~ f. .~:.. CONCRETE ADJUSTER RING NO $CAlI: ,~ . <~~._-~ ~-_.. m=rj Ir--- i:U"50. - r-='~ ~ =- I "'~ 10'.......' ,cr"-' \l~ ="'OOtA\ ,1/~="-,~\..~ ~ tr$~ _ ~ IlDRll \ "'-Y $OOlT_ ~~ L.:; ~~IWDI_!WEIl _J "0.-nEX6llJ: CQI'UIG 011_ IUl<8.E - IlII - CillIlCOI'lE CllWR WICAETt CllUNt . V'IMUI- MINIMUM CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS It STORM SEWERS 110 sc;u: DtkeC ~ III>> Iiod__ _lID ~ '" 4IHI. - - r.. ._ ... ~~ g L.;; :& o."c , :jE-;'...8;;; ffi~.f! ~.~"f " 0" ,.... 0. ~g- .b ~ ;;; -J 0 :i iii r"i~. : 8::!'6~~~ ;c ,.... ...5 .... I") I.i: F~I I a ~ ..I -l t. A~ J I 0 0:: ~ 0::> zo UiDJ <0 Cl)o~ ... o;?;::!; " IlCl/)Cl .J o~~ :ii :z n:: l- e zud B&J -I oz~ c :5 "'00:: CIa ::!~<3 :!~ <1(<( :z;:I: 10 co 0 n ~ I~) $ """""""""';./~l- C601 ., Of 12 .... --....- DUKE8 ~-- 60316.Q1 1 I I -.--' [ ~ .. I g .. ,.: "b 0 1 ;; i[ i ~ ! ~ 'i i li: t "i ~ a .. 'i a ~ :;; 51 ...- .!l " " 1. ~ , (j 0.0 - llVlO mJlO) _......., :';'~~.IJ \.) ~ar~o:,. 2.) m.-.~.oo:\'f SWDII1IO J.)~~~ SEC110H A-A . . .' .'. . : - ~ -:'. '. - _'. ~. r~ .:.:.: . : ~: .:.:.: '. '. " '. :>~{.::~~:.~r (.i>';~J:.{ .~~:.,:; :>:~j' . ~ '-=i' '. t ....".. .~B... ~ ;:~.'~//:),':. :~\~:\k'};. .':f'**r~... ~ VIEW ';~~lli%v A""'/', .:. :.. I... " ,... · _ -{: ...~~ i.'< " :,.:. ,yr7 ,,'.;'.,.......'... ..-.,....\1" <' ,,~. ..... 'J .... , SECl10N B-B DISABLED RAMP WITH MULTIPLE DISABLED STALLS AlONG A WAlK DETAIL IID~ I~IIII 11111111111 ~\lllrlh rdIIIIlIIIIIIIIIIIIIIIIIII11t__ ~~0I1Rtt ~"V~ TREE PROTECTION DETAIL NO stAt[ ........- -SCNlIN FOr IlOlINl PINIIS SHRUB PLANTING DETAIL NO sau: 31+' IUC>< __ .-: "'1t ColI.~. GUY ... r _ IWlt'OIIOO IlI.IU:Il $1tI1. 1K JtIlC( _ 24" -- TREE PlANTING DETAIL ~-~~~~~~-~~~~~~~ ..--. ......... ..... -.. 1///11//'6-01'1 It> .itI: ~. ~' - . . IlUlCIOIIC .. - ::,. * '+ . ',.' ".' - .J:' .. "". --- 'J.':: ' " . --. ,.;. . . -' . ~ .IRE.l Dr r(ICCR{f( ,N COIRI(:t tIlTH IJ)ID:ISItISI8[ UR1H. .........SlllJIi<[R:O<EJ:lUIlt[ll_~1IOllJSI1l.IlC)IlIlIl SIZE -rot & otic ~ ':.JI,~ 4- 2.11 U 1.5 ua 1.0 ~ ....0 r..5 U '.6 1..1) ,0- ,U 1~ ~] I:S ~~ "r ,...a lCLG n.' SJI .J.O :: ~ .K: l~ ,&:: 18 ..... ~'1-' ...5 z.-.O ,2.,5 ...~ ~ ~g .~ ~ ~ ,It ~ J:j :~ ;U = U:I 4;1- 1tBJ) ,W.O l2ILS u.s ss.o TYPICAL THRUST' BLOCKING DETAILS No SCJlLE CURII EIIll. W'Dl CUOlI ..., ...... PIM IIIDl' ~!-:ft .- . ... -- saDIHll .1_ C . .,./1, UFe_ SECrIOlt _ -, ~-cm.l k. , t sa::I1IlK D-B ~ A. ~~~~ ~WJ. fUCIE -. __ __... MIA.'" ~ ""' 1<. R'l[ OF 2 lB$. PER 1000 san. e . :SPRINC OOS 3 .llU!iiML PER MStE. e . __ CI\ 1M Z IIIlSHn FUl IoCII[ c,.IiMIIIMLI1'Tfl;IUSS(1Lfl.~IOODSlQ..n.) E: . ma.m MJ.AOt (UO L3S. POI 1~ 'SQn.) 011 /0 __ IGIlED _ AM[, .....y. _, OR_ Q. ~ IQIdD mA ~ 1'0 :J wGx$ If'1O M'P\..... SOD MOm IlU. SIED:IIC SHlIlU.. HIW[ J2-'2-I~ ~ MII"UIlI .ttOO-'IOO LBS. POI .ICRE 011 AS ~ SEEDING SCHEDUlE NO SCALE ~_ SlUlS ~" ~"::l~~' IIDIIM __ _ IflVl "-""- -~ - - _StNCEIliIIOU. IZ_~""OT" IInIIlHE_ EVERGREEN PlANTING IDETAlL 110 SCAU: = - _taP .. . . ~ .. . .. ~- ISOl/iEmIC VIEW - 1.......lIE ~ IIIIlI' IISIlOIJ7Dl. ~ _llMIU.lE _ 011111I __ ISIIIIEl' sa: OIL'. ...uN .11ERSECIIGlHS-=.-" ~ StWI. IE PJoClZ) ... eanI __ _ __ ~ __ 2. Q.Wl'CUT ...... _ m'er _.os _ 1lII1HE..- .. AS __ ~ _ --..1lE _Kl.lIU __ 01 $llId;T _'__lJ PlmIII 011 __ _ _ CURB. "__01'_ lll!1lOId_.....__ 6. '=llfJL1If.:~ IZ'_...... It 00Mm _ na:...... "~_IlI__tO _1lII.....__..._ ..- .._ 1E~"'''1IlnIltotIP.l. ElaPf_ _ lDCuaaI!D"1IlE_~I.IICICIlIlM. or 1lIt OWR lllGOIIIOII fII .-: &IIlUCnIIlZ. 0.1IlE_ SIOUIE___,."orH_. ..~ ~ra:t.:':':u'~~~.'IOPDF'lIIE.aa \o.___SII:lO' FlISIII.Ill'U.RIO_III1D1mP __orH -. ",._OT__IlIE__I'II1Il_____ Ct1lt[._OI'_ SIDEWAlK RAMP fORDISABlEO NIl' SCALE COMSlIIUC1 -. _ ~-~ f~~- .......-. ~ t ~&r I-!r-l STOP SIGN DETAIL lID SCALE STOCl<PIl.E w.TERlAL ~ SLIO'E ....... SIlT fE>U ) STOCKPILE EROSION CONTROL NO SCALE """",' KEf """",' r.r f'llSl' (M'.) roZ" _ RrHtlIlCOOOlf r.r ..... lM'.) --..lKMM fIl1IR F#IIJf!tJJi m.romJ TIlIU. Il1llE!I ...--arJYEN tL1tIi rol8RlC Al'VCMED ltJ ...... 5IJD AEl r-.r IIIiDIcR RN'DIICO_ 'If-.r (nP,) PlAH - PAVED NQS i z'..:!' _ Id:IKFCIIlt:DID I PlAH - GRASS AAOO UP_ .... ,r 011IO - El.EVAllON -PA'lIEO AREAS ElE.'tIATION - CRASS NltAS ; i J SlOE VIEW - ""lIED ~ --- -- Sl.'f1DU -- ....- 1!II1'IltIIIrIEII -- ..--..... _smIlC -- ~COIPIlOL"""" -- -~ 5m>, SIlO. .- -.... \lIGIS 101&OI _G'_1lI4.D ..,.. ........~_I'UIltCllOlll\fA __ G' SILl mer oVA SIDE 'omlI - CRIoSS ARrAS - __ fUDI .- .aIlIOG 10 ..... lIIlIES fI! IIlIL SIU'_101E_.orl1Qll:llltM_ .1lIWiDI5IQC Dr _ ID.L \IIiA't ~ ItI 'IIlE" or our _1lD'lH fII_ SILT BOX DETAIL MO SCoIl..E EROSION CONTROl SCHEDULE -- IC5WAII>I .!IIlIIIla 1151"f.CJ-attIU..If1d .SIIRII ~...fI1tt tOn' 'Li5f: _!lIIIIlI.I!IIIDRIlI____ 1Ill'\lIOl'" CU-* _ ...._ __ ... ..... .... __a1_._R*lt_0IIIEIlIIIlB.'I 1lP.Jl(Ct.ll1(l:s3OlW ~ ElNII:!It'.IIlItI5 ~ ~ aI_'1I moa:_ __'RIlI>lIlG'.1III _ __....UlII3f..... azFFOI!:AC'IWl1:_ _._,- -... InIlI -'l'OIS, lOll III I!DlO lIUIOIx.___.......1OllD IGUf 'mAl':RO. mot. PCM 'SIA tOt IlIIIM: "IEDMJR' .-._.... 1bIJaIa._lIt _ _ CIIIIl!I _OIII[JOOEI]:._._.....IWS IIQ"",IW.; ... 'IElIl( IlfVIfi ~..1D!IIllI[ 1lDCL':fIll. QIIlDI(l" ~ _1IJIPl_""'SIAlI\.II[IU'~_ IS'Ei:s _.$lID _._miEa'i!.CII[._ 0ESIQj 0D'1It;'1iiIJ'UU $PlIB!ft' ~ fICINI ',,:,~ IIJl'IIClf tImDII _ to.iS lit 1lllW;........, .....-._ _'RIlIDIIlC/W''''\lIIFl'_._ar ___ 1lEllD.... _115'_ 0I5RtI'....... _l'\VOS....__.____ IHlIIlIlI...._....!IIlUl5/ll:Gf_.._ .,IDIiDt.1F lIIAIIIiDI,~I!il~.,DiIO:.~,1:UIIb) IIS1PD:f ~i_ .If'D.'SIll;QI ~ tIdl. 1BE'WJIl _"ISIIlIlUHI'-'IlIIFlllIUZIIl /fIIlI"""""'" _ PIll _,'IESr M..~ .....; IIDEiI ~ IJIiilt 01 SIlIIBSt: -.......-....---'"""""'^" sanG.... _ _ AIII_ Il" _ _ K ....... ..... .... ~~ Il!IJIjr;II'JRDS..fJf [Il:O$QI1r~~ _fII'_IiID~Ilt3UlI._....SWIL_ _FOIaIIlUU'lllI__1S _ ___......ta___ __ CO'I:I5il1! 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