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HomeMy WebLinkAboutPacketDP/ADLS APPROVAL REQUEST Tom Wood Bauer Drive Lot 3750 Bauer Drive West June 22, 2004 , o Development Plan Application Application for Architectural Design, Lighting and Signage (ADLS) ge Portion of City of Carmel/Clay Township Official Zoning Map Adjacent Parcel Map 5. Aerial Photograph 6. Legal Description o Construction Drawings 8. Fence Details INDS01 THE 677175vl DEVELOPMENT PLAN APPLICATION (Amendment}. .Fee: $728.00 plus $36.50.Per acm DATE: April 16'. 2004. Preliminary .Final Amended or ch~gec[': Name 'of ~ -... . project: Tom W°od Bauer.Drive'Lot DOCKET NO.~ project Address:. 3750 Bauer Drive WeSt, Indianapolis'.IN 46240 · :. Public'Hearing'Required:- :' '. Received By/Date: ' ,:';..,.',,..: ~ . '..".,( ,..",,, ..... .... .~ ~:,,'ffi ~.,~ ..:.~' ;: · " DOCS .::,'": ~, . - ~. . ... .. ... . .... . . .:- Legal. · DescriPtion: See attached. Name of .- Applicant: Tom Wood, Inc.. Address: 3003 East 98t~ Street, Suite 201, IndianapoliS', IN 46280 Contact Person: Lawrence E. Lawhead. FaxNo.: (317) 231-7433 .. Telephone: (317) 231-72.62 . Name of Landowner: Wood Land, LLC Telephone: (317)574-2344 · Address' 3003 East 98th Street, Suite 201, Indianapolis' IN 46280 Plot Size: 2.91 Acres Present. Use of Property: Vacant' Proposed Use of Property: Automotive inventory parking .Z(ming Classification: B-3 i' INDSO1, LEL 664430vl NOTE: . '"signed: : · . · . ·. .. :?.' -?.: ,,, ::. ,. · .. .., · ": i "' '(::' :'' ':" ":':'"":; ' ,..'i' ':: .- . .. Acts amendatory thereto .... This application must be filed in duplicate and accompanied by: a) Two (2) copies of the development Plan which the applicant will be responsible for distributiOn, among TAC members; b) All'nece~sary supPorting.materialS. - · The undersigned agrees that any cOnstruction, reconstruction, enlargement,'rel0Cati°n 0r alteration of structures, or any change in the use of land or' structures requested by'this applicatiOn will comply with and' conform to all applicable laWs ofthe state of Indiana. and the zoning' ordinance of Carmel, Indiana, adopted under'the aUth°rity:'°fActS of 1979, Public Law 178, Sec. 1, et seq., General Assembly of the State of Indiana; and all' .. . . OWner '. (Typed) .. · '" .STATE OF INDIANA ..~ v , COUNTY OF MARION · 'Agent · ' iLaWrence E. LaWhead Attomey for Tom WOOd, Inc'. )- ss- ) Before me, the undersigned, a Notary Public in and for said County and. State, personally appeared Lawrence E. Lawhead, and acknowledged the execution of the above and foregoing Application. ·_,_ ~. ,IN~'.~W~s,~,~~OF, I_. do herebyset mYhand and notarial, seal as ofthe 16th dayofApril, 2004_-"L,<,~'.': X - -"-:./,t, ?'- ' " .- 'O-' · .-' ,. ,, -- -. , . -;....:'OPi,h,' . ".'7".. .. ,' 8111111%%' i~Y Commission Expires' December 4, 2007 Dada K, Hofheins.- Notary Public ', coUntY of Residence: Johnson · r z:ksharedkformskPC applications\devplan, app Rev. Dec. 31, 2002 DEVELOPM]~NT PLAN PROCESS The' followingis a'Chronological listing of the steps required, for developing' a subdivision. This' process is necessarY for creation of a new lot, or group'of-lots, or complete subdivision.' 1.. Initial discussion with staffregarding applicable subdivision standards:, conditiOn/capacity of infrastructure, and aVailability of utilities. 2. Developer presents sketch plat for review. by staff. .. : 3. Submit ~)lans to TAC (Technical AdviSory Committee memberS), for their' review:.: ..... 4. DeveloPer submits Prkn~ plat apPlication and two (2)..copies of Plat,.. 5. AdminiStrative review by the Department of Community. Services staffi 6. The Technical Advisory Committee reviews the plat and offers suggestions and recommendatiOns. 7. PetitiOner obtains list of all property owners w/thin a 660 foot radius of the. subject property from the County Mapping and Transfers Office~ : 8. Petitioner prepares legal notices for property owner'notification and'neWspaper- advertisement and advises staff. 9. Petitioner submits newspaper advertisement to newspaper of general circulatiOn in Hamilton County at least 25 days prior to the public hearing. ... 10. Petitioner mails certified mail, notice to all property owners within, a 660 foot radius.at least25 days prior to the publi6 hearing. '- ,. ' 11. Petitioner prepares an analysis of the primary plat petition and st~f diitributes itto the Plan Commissioners along with any other pertinent information. 12. Plan.C0mmission Agenda is posted2 , 13. Plan Commission holds public hearing and gathers information from public. ;- 14. The Plan Commission refers project to the Subdivision Committee/or further' review, suggestions and recommendations: 15. The SubdiviSion Committee will remm the project to the full Plan Commission with a recommendation. Upon remm to the Plan Commission will either approve or deny at this time. ZksharedkformsXPC applications\devplan.app Rev. Dec. 31, 2002 P rr ON R'S OF NOT ¢ OF ?UBL ¢ CARNfEL PLAN COMMISSION .. I (We) do hereby certify that notice of public hearing of' the Carmel Plan Commission to consider Docket Number . . was regi'stered" and mailed at least twenty-five (25) days prior'to the dare'of the public hearing to the- below listed adjacent property owners' ' oWNeR(S) ADDRESS STATE OF INDIANA, 'COUNTY OF SS.:. . . The Undersigned, having been dulY swom, upon oath says that.the above information'iS- tree and correct as he is informed and believes. (Signature of Petitioner) Subscribed and swom to before me.this __ · t 20 . .t · day of . · Notary Public My Commission Expires:. Signatures of adjacent property owners must be submitted on this affidavit. i' I, ., Auditor.of Hamilton County, Indiana, 'certify that' the attached affidavit'is a true and complete listing of the property owners within 660 feet or ~' ' tw0 (2)'Property depths, whichever'is less, as relating to Docket No. · Ha~lton County:Auditorl - . · . .. .. ~: · ¥:....-.... .. '".,.i:-...?:,.,...= Date :, (..:_-- .... . ._. .,.: ._: ~, - .: .- . . .. NOTICE OF PUBLIC HEARING BEFOi~ THE CARMEL PLAN COMMISSION Docket Number' NOtice is hereby given that the carmel' Plan commission meeting on'. · ..... ~"-'-..~"~ ..... · · -..~ ."' ~'~Jate~'.' . . . at in the City'HalI. CoUncil Chambers,' 'I(.'Civic'- . Square; carmel, Indiana 46032 will hold apUblic'madngUPon a . applicati°n.'! .. · . .. . . . · The application, is identified, as.Docket NO... The real estate affected by said application is descn~bed as follOws: (Insert Legal Description) All interested persons desiring to t~resent thei~ views, bn the above application, either in writing or verbally, will be given an oppommity to be heard at the above mentioned time and place. z: ksharedkformskP C app li cation\devp lan. app Rev. December 31, 2002 Land Description (INSTR: #9709702096) · . . PARCEL "B", A PART OF THE SOUTH HALF OF' SOUTHWEST.QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE' 4 EAST IN CLAY' TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS. FOLLOWS:. -- : . BEGINNING AT THE. SOUTHWEST cORNER OF THE-. SOUTHWEST' QUARTER' OF' SECTION 8, TOWNSHIP 17. NORTH', RANGE- 14' 'EAST~, THENCE NORTH:...- 90' DEGREES 00 MINUTES 00 SECONDS EAST (ASSUMED BF_~RING)ON:THE SOUTH LINE OF .SAID. SOUTHWEST QUARTER 1010.00 FEET; THENCE' NORTH' 00 DEGREES 00~ MINUTES 00 SECONDS 530.00 FEET'To THE PLACE OF'BEGINNING OF THE' WITHIN DESCRIBED REAL ESTATE; THENCE N'ORTH 76_ DEGREES..14 MINUTES 07 SECONDS. WEST 215,76 FEET; THENCE NORTH' 78 - DEGREES 57' MINUTES 47 SECONDS WEST 101.03 FEET TO THE EAST RIGHT-OF'WAY LINE.OF MARIE DRIVE, PER THE DEDICATION THEREOF, AS RECORDED AS:'INSTRUMENT # 8618153 IN' BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE. OF' .THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 00: DEGREES 00 -MINUTES 00 SECONDS ON SAID RIGHT-OF-WAY LINE 376.54 FEET. TO ITS -INTERSECTION WITH THE SOUTHERLY' RIGHT-OF-WAY LINE OF'.'BAUER:' DRIVE:- . WEST, PER THE DEDICATION THEREOF, AS RECORDED. AS INSTRUMENT #"- 8618153 IN' BOOK 4, PAGES 404 THROUGH 406 IN THE. OFFICE'.OF THE RECORDER OF HAMILTON COUNTY,. INDIANA; THENCE SOUTH 89 DEGREES: 56 MINUTES 47 SECONDS EAST 292.96 FEET TO THE. POINT'. OF CURVATURE OF' A. CURVE TO THE RIGHT HAVING 'A RADIUS OF 240.00 FEET; THENCE. SOUTHEASTERLY CURVING TO THE RIGHT ON SAID SOUTHERLY RIGHT-OF- WAY LINE, AN ARC DISTANCE OF 15.77 FEET TO A POINT ON A LINE WHICH BEARS NORTH 00 DEGREES 00 MINUTES 00 SECONDS' .FRQ.M THE AFORESAID' PLACE. OF BEGINNING; THENCE SOUTH 00 DEGREES 00 MINUTES' 00 SECONDS ON SAID LINE 446.41 FEET TO THE PLAOE OF BEGINNI.NG, CORTAINING 2.91 ACRES, MORE OR LESS. . ' ,. TOGETHER WITH AN EASEMENT GRANTED TO THE' CITY OF cARMEL:IN "GRANT' OF EASEMENT" AS RECORDED IN EASEMENT RECORD 3, PAGES 427 THROUGH 429 AS INSTRUMENT # 8600500: , SUBJECT TO AN EASEMENT GRANTED TO THE CITY OF CARMEL IN "GRANT OF EASEMENT" AS RECORDED IN EASEMENT RECORD 3, PAGES 424 THROUGH 426 AS INSTRUMENT # 8600499. , ,- SUBJECT TO ALL OTHER LEGAL EASEMENTS AND RIGHTS-OF'WAY.. * Site Address 3750 BAUER DRIVE W. INDIANAPOLIS, IN 46260 INDS01 LEL 664418vl EXHIBIT "A" NOTICE OF PUBLIC HEARING BEFORE THE CARMEL PLAN COMMISSION Docket Number -04 DP/ADLS Notice is hereby giVen that the Carmel Plan Commission meeting on the 16th day of June 15, 2004 at 7:00 pm in the City Hall Council Chambers, 2nd floor of City Hall, One (1) Civic Square, Carmel, Indiana 46032 will hold a Public hearing upon a Development Plan application and ADLS application for the proposed Tom Wood Bauer Drive automobile inventory parking lot; the property being known as 3750 Bauer Drive West, Indianapolis, Indiana 46280. The application is identified as Docket No. -03 DP/ADLS. The real estate affected by said application is desCribed as follows: [insert legal description] All interested persons desiring to present their views on the above application, either in writing or verbally, will be given an oppommity to be heard at the above-mentioned time and place. Lawrence E. Lawhead Barnes & Thomburg 11 S. Meridian Street Indianapolis, Indiana 46204 Phone: 231-7262 Fax: 231-7433 Attomey for Petitioner, Tom Wood, Inc. INDS01 THE 664371vl 3750 Bauer Drive West Roads --- Interstate ---- US Highway _~1 ---- State Road - . Major Roads "~'t~... Minor Roads _~ ............... Subdivision Roads New Subdivision Roads i Private Road or Drive -j · ............. Pavement. Edge [ ....... i Parcel Boundary I. l-_~ Buildings F-'] Corporation Boundary SCALE 1 '4,273 200 0 200 400 600 FEET · . ., http ://216.37.62.70/map/carm el .mwf Thursday, April 15, 2004 4:17 PM 3750 Bauer Drive West Roads ---- Interstate ---- US Highway ----- State Road ....... Major Roads Minor Roads ................. Subdivision Roads New Subdivision Roads - ' ............. Private Road or Drive ......... Pavement Edge ...... ~Parcel Boundary ~ Color Ortho Photo 2003 .... I'~ Corporation Boundary :~ ", 'L: SCALE 1 · 4,273 200 0 200 400 soo FEET ~ttp ://216.37.62.70/m ap/carm el. mwf Thursday, April 15, 2004 4:19 PM Date: April 16, 2004 DOCKET NO. APPI,ICATION for ARCHITECTURAL DESIGN, LIGHTING~ and SIGNAGE"',,~}.?* (Plus $36.50 per acre when NOT accompmed by a Developm Nme of Project: .Tom Wood Bauer Drive Lot _ Ad&ess: 3750 Bauer Drive West, Indianapolis, IN 46240 Type of Project: Automobile inventory parking Applicant: Tom Wood, Inc. Phone No.' (317) 574-2344 Contact Person' Lawrence E. Lawhead Phone No: (317) 231-7262 Fax No.' (317) 231-7433 Address: 11 S. Meridian Street, Indianapolis, IN 46204 Legal Description: To be typewritten on a separate sheet Area (in acres)' 2.91 Zoning: B-3 Owner of Real Estate: Wood Land, LLC Carmel: X Clay Township' ' ., Annexation: Y Other Approvals Needed: Development.Plan No. of Spaces Provided: 286 pARKING No. Spaces Required: None DESIGN INFORMATION Type of Building: N/A No. of Buildings' Square Footage: Height: No. of Stories: Exterior Materials' Colors' Maximum No. of Tenants' Water by: Type of Uses' Sewer by: z-\shared~forms\PC appiicati.on~adls revised 12/31/02 LIGHTING. Type of Fixture: N/A Hight of Fixture: No. of Fixtures' Additional Lighting: * Plans to be submitted showing foot candle spread at property lines, per Ordinance. SIGNAGE, N°. of Signs' N/A Type of Signs' Location(s)' Dimensions of each sign: Square Footage of each sign: Total Height of each sign: · - LANDSCAPING * Plans to be submitted showingplanttypes, sizes, and locations I, the undersigned, to the best of my knowledge and belief, submit the above information as tree and Attorney for Tom Wood, Iiic. - o ' . Title '; ,. ' Lawrence E. Lawhead April 16, 2004 (Print) Date ************************************** State of Indiana, , · 'mm i,.Y.' =' County of Before me the undersigned, a Notary Public for '%'~'~ county, Sta ofi d and acknowledged execution of the foregoing instnnuent this [ [/'~ day of (~~ .... 20 0 q . My Commission Expires: Notary Public INDS01 LEL 66433 lvl z: \shared\forms~PC application~adls revised 12/31/02 CITY OF CAR_M~L AND CLAY TO~rNSHIP DEPARTMENT OF COMMUNITY SERVICES (DOCS) 1 Civic Square, Cannel, IN 46032 (317) 571-2417 ARCHITECTURAL DESIGN, LIGHTING SIGNAGE REVIEW AND DEVELOPMENT PLAN (REVIEW AND APPROVAL) Procedure for Plan Commission For zones B-4, B-7, B-8, U.S. 31 Meridian Street Corridor, U.S. 431 Keystone Avenue Corridor and the U,S.421 Michigan Road Corridor , Allow plenty of time for review and approval process (approx. two (2) months). , Discuss propOsed project with DOCS staff (please call for an appointment to discUss review procedure and appropriate dates) first week of the month, works the best to begin a project. o INFORMATION NEEDED for formal DOCS staff and Plan Commission review: a. Two copies of formal application with required information b. Two copies of legal description c. Two location maps showing location of subject site, zoning and existing land USes of all adjacent properties. d. Two copies of a detailed site development plan showing: 1. Detailed drainage plan with drainage calculations. If project is in Clay Township, take to Kent Ward, County Surveyor (776-9626) and. John South, U.S. Soil Conservation Service (773-1406)~ If project is in City of Carmel, discuss with Kate Boyle, City Engineer at 571-2441.. 2. Lighting plan , ,, '. · - foot candle limits · - type of fixture - size or fixture , , Landscaping plan . - location of plantings - type and sizes of plantings - planting legend ~- - planting details ' - mounding locations and details Signage plan and details - size and location - materials and colors z:.~shared\forms\PC appiication\adls revised 12/31/02 5. Parking plan: Show handicapped spaces/total spaces needed Per zone/spaces proposed 6. Site plan with: - side, rear and front yard setbacks - perimeter drainage and utility easements - sewer and water line locations - special setbacks or greenbelts - building square footage - dimensions of building - location of mechanical equipment and trash receptacle with screening and. details - pavement and curbing details - proposed road improvements - sidewalks - loading and dock areas - fire hydrant and Siamese locations 7. Building Elevations (all sides) - dimensions - materials and colors - samples of materials will need to shown at the Plan Commission meeting - signage location , , 8. Soils map and floodplain information 9. Technical Advisory Committee correspondence . 10. If public hearing required, list of adjacent pr?perty owners two properties deep or 660 feet, whichever is less (obtain from 'Hanfilton County Auditor's office, Noblesville, Indiana) ' Once all information is presented'to DOCS and a review completed for compliance, a docket number will.be released when the filing fee is submitted. a. If a public hearing is required, mail notices of development plan hearing to adjacent property owners and put public notice ~ the Noblesville Ledger at least twenty-five (25) days prior to the hearing date.' b. At least five (5) working days prior to the hearing the petitioner must submit proof of publications (2), proof of adjacent property owner notification (both the white and green cards), and a completed Petitioner's Affidavit of N0tice of Public Hearing to the DOCS. ' z :.\shared~forms\PC appiication~adls revised 12/31/02 o Petitioner or representative must appear at the Carmel/Clay Plan Commission (public lhearing) and give a presentation. Information should be presented on a poster board so that it can be seen from 20 feet. In addition, reduced (8-1/2" x 11") packets of the poster board project information should be handed out for each Plan Commission member. o Petitioner or representative must attend the Technical Advisory Committee (TAC) meeting on the third Wednesday of the month. o Petitioner or representative must 'attend the Special Study committee to review all pertinent information. , Petitioner or representative must attend the second Plan Commission meeting for final vote (questions may need to be answered). 10. Once Plan Commission has voted on the project, it is up to the petitioner to work with the staff to obtain proper building permits. z: \shared\forms~pc appiicationskadls. app revised 12/31/02 5 PETITIONER'S AFFIDAVIT OF NOTICE OF PUBLIC HEARING CARMEL PLAN COMMISSION I (We) do hereby certify that notice of public hearing of the Carmel Plan C'ommission to consider Docket Number _, was registered and mailed at least thirty (30) days prior to the date of the public hearing to the below listed adjacent property owners' OWNeRS(S) NAME ADDRESS STATE OF INDIANA, COUNTY OF _, SS: The undersigned, having been duly sworn, upon oath says that the above information is true and correct as he is informed and believes. Subscribed and sworn to before me this 20 . day of (Signature of Petitioner) My Commission Expires: Signatures of adjacent property owners must be submi,'tt~d on this affidavit. z- ksharedkformskpc appiicationskadls, app revised 12/31/02 I, , Auditor of Hamilton County, Indiana, certify that the attached affidavit is a true and complete listing of the property owners within' 660 feet or two (2) property depths, whichever is less, as relating to Docket No. Hamilton County Auditor Date z: \shared\formskpc appiications\adls, app revised 12/31/02 NOTICE OF PUBLIC HEARING BEFORE THE CARMEL PLAN COMMISSION Docket Number Notice is hereby given that the Carmel Plan Commission meeting on (Date) at in the City Hall Council Chambers, 1 Civic (Time) Square, Carmel, Indiana 46032, will hold Public Hearing upon a application for The application is identified as Docket No. The real estate affected by said application is described as follows' Land Description '" . (INSTR. #9709702096) , .. . · PARCEL "B", A PART OF THE SOUTH HALF OF SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 4 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 4-EAST; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS-' EAST (ASSUMED BEARING) ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER 1010.00 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS 530.00 FEET TO THE PLACE OF BEGINNING OF THE WITHIN DESCRIBED REAL ESTATE; THENCE NORTH 76 DEGREES 14 MINUTES 07 SECONDS W-EST 215.76 FEET; THENCE NORTH' 78 DEGREES 57 MINUTES 47 SECONDS WEST 101.03 FEET TO THE EAST RIGHT-OF-WAY LINE OF MARIE DRIVE, PER THE DEDICATION THEREOF, AS RECORDED AS INSTRUMENT # 8618153 IN BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS ON SAID RIGHT-OF-WAY LINE 376.54 FEET TO ITS INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF BAUER DRIVE WEST, PER THE DEDICATION THEREOF, AS RECORDED AS INSTRUMENT # 8618153 IN BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 89 DEGREES 56 MINUTES 47 SECONDS EAST 292.96 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 240.00 FEET; THENCE SOUTHEASTERLY CURVING TO THE RIGHT ON SAID SOUTHERLY RIGHT-OF-WAY LINE, AN ARC DISTANCE OF 15.77 FEET TO A POINT ON A LINE WHICH BEARS NORTH 00 DEGREES 00 MINUTES 00 z :. \ shared~ forms \pc appiications~adls, app revised 12/31/02 8 SECONDS FROM THE AFORESAID PLACE OF BEGINNING; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS ON SAID LINE 446.41 FEET TO THE PLACE OF BEGINNING, CONTAINING 2.91 ACRES, MORE OR LESS. TOGETHER WITH AN EASEMENT GRANTED TO THE. CITY OF CARMEL IN' "GRANT OF EASEMENT" AS RECORDED IN EASEMENT RECORD 3, PAGES 427 THROUGH 429 AS INSTRUMENT # 8600500. SUBJECT TO AN EASEMENT GRANTED TO THE CITY OF CARMEL IN "GRANT OF EASEMENT" AS RECORDED IN EASEMENT RECORD 3, PAGES 424 THROUGH 426 AS. INSTRUMENT # 8600499. SUBJECT TO ALL OTHER LEGAL EASEMENTS AND RIGHTS-OF-WAY. * Site Address 3750 BAUER DRIVE W. INDIANAPOLIS, IN 46260 All interested persons desiring to present their views on the above application, either in writing o/' verbally, will be given an oppommity to be heard at the above mentioned time and place. z: ~shared~forms~pc appiications~adls, app revised 12/31/02 E~ 116TH 3750 Bauer Drive West Roads Zoning Interstate US Highway State Road Major Roads Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Parcel Boundary Buildings ~.-. ~ Carmel Clay Zoning ~B-5 ~iB-6 ~B-7 ~B-8 i-'ic-~ ~c-2 BOM/MF OM/MM ['--iOM/MU SCALE I · 4,273 ~ ~ ~ ! 'I I 200 0 200 400 soo FEET !http ://216.37.62.70/m ap/carm el. mwf Thursday, June 10, 2004 4:11 PM 3750 Bauer D rive West Roads ~--Interstate ---- US Highway ---- State Road , Major Roads ;i,.' .................. Minor Roads ................ Subdivision Roads New Subdivision Roads .................. Private Road or Drive ............. ! Parcel Boundary ~ Color Ortho Photo 2003 [~- Corporation Boundary .~. SCALE I '4,273 200 o 200 400 600 FEET http ://216.3 7.62.7 0/m ap/carm el. mwf Thursday, June 10, 2004 4:16 PM Legal Description A PART OF THE SOUTH HALF OF SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 4 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 4 EAST; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST (ASSUMED BEARING) ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER 1010.00 FEET; THENCE NORTH 00 DEGREES 00 MlNUTES 00 SECONDS 530.00 FEET TO THE PLACE OF BEGINNING OF THE WITHIN DESCRIBED REAL ESTATE; THENCE NORTH 76 DEGREES 14 MINUTES 07 SECONDS WEST 215.76 FEET; THENCE NORTH 78 DEGREES 57 MINUTES 47 SECONDS WEST 101.03 FEET TO THE EAST RIGHT- OF-WAY LINE OF MARIE DRIVE, PER THE DEDICATION THEREOF, AS RECORDED AS INSTR~E~ # 8618153 IN BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS ON SAID RIGHT-OF- WAY LINE 376.54 FEET TO ITS INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF BAUER DRIVE WEST, PER THE DEDICATION THEREOF, AS RECORDED AS INSTR~E~ # 8618153 IN BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 89 DEGREES 56 MINUTES 47 SECONDS EAST 292.96 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 240.00 FEET; THENCE SOUTHEASTERLY CURVING TO THE RIGHT ON SAID SOUTHERLY RIGHT-OF-WAY LINE, AN ARC DISTANCE OF 15.77 FEET TO A POINT ON A LINE WHICH BEARS NORTH 00 DEGREES 00 MINUTES 00 SECONDS FROM THE AFORESAID PLACE OF BEGINNING; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS ON SAID LINE 446.41 FEET TO THE PLACE OF BEGINNING, CONTAINING 2.91 ACRES, MORE OR LESS. INDS01 THE 677402vl SW 1/4 SEC. 8-T17N R4E CONSTRUCTION DRAWINGS FOR ''Tom wooD BAU R DRIV .3750 BAUER DRIVE W. INDIANAPOLIS, INDIANA, 46260 LOT'' PRBJECT SITE SOILS MAP Scale 1"=400' ' MARIE DRIVE PROJECT MAP Scale 1"=60' IN3EX REVISIE]NS No, " DESCRIPTION No. DATE DESCRI'P'TIDN .... 1 :Title ........ 2 Demolition Plan 3 Site & Utility P[on ,,, 4 Grading & Drainage Plan ..... 5 ErOsion Control Pk~n m . 6 EroSion Control DetQils & SpeciFicotions 7 Detoiks 8 Speci?ic°tions , 9 L~ndsc~pe P[Qn' , ..... ..... ,. , , .. ..... ...... , ,. -I .~c~ ~. _,/"'~~CiNITY MAP Scale 1"=1000' Prepsr~ fm TOM WOOD SUBARU 3003 E 98th Street indi~spolis, Indiana 46260 (317) 574--0143 - LsJ'ry Heid Prepsred by~ Alvin E Skoo~ Jr. : Profes8bnQ Engineer Ind. Registration No. 880573 ,,'".',k ~. sro,~,,,,,, ,~ ~......~ , .... ~ ,,, ~ /' ,~ '..; ~ ~ { 880573 ) ~ ~ ~"-.. STATE DF ...",~ ~ '-...~,;> ....,., ,,,., .,, ....;~:,..-' falcon ~~ ~,, ~oo. job' No. 100,0 ENGINEERING, INC. :s~oto AS NOTED 13110 Promise Rood, Nobtesvitte, IN 46060 ~;heet NO.I DF 9 Phone~ (317) B41-~141 Fax~ (317) B41-ggS1 DATE: ii i i itl i iiin it. II/ !' !,'1 "7 ./ ....... GRIND OFF 94' OF EXISTING BACK OF CURB · ~"--S~l~ ~aM. eL~ MARIE DFIME / , L, __ .__.:r--.,~-.~-~ ~ .... ~ --- ..~ .--, I.:~.,~..,',~:~&.:: : : ,'?:,:.:.'-~,!~::~:'.~,::::':.]:1...~~C'':'-z''''''''''''''''''%''''''''~:'''''''''''r"'''''''' .',-~'.~.~'.,-:'m.7:-.-.:,-,1 \ _ ___ __ ~ - _._ .__ _,. ======================================================================== ./ ~ ,-- ...... -- i:.~i.:~<.:,:~,:.:,:,:::.:,~,~:.:.:~,,.,...p:.:~,.pc;:,~:,.:.~:.:~:l~ [ x ; ,--...-.,. ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: \, \ / / .... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: '" .I'~':':-x':':':':'x":'~' ":':':x':':"' ':':': :':' ' :':":'~: ":':,;':':':':':':':"il~.:J::..~:.!fi i ; .:.``<.~.;~:..~:.:.:.:.:.:.:.:.:.:~:.:v~.:~.:.:~:~:.:~:~:~:.:.:+..:.:.:~:.:.:~:~ // \ '~.\. ' '.... \, ,,.. / \ ,.. ~_ '"' RE. MOVE STUMPS, . .... '" .... ... BRU.,S~, & OLD ..-' / fl '".,.,.,, B R OK EN-O'O~'I~T~ ",, '",. BLOCK FROM THIS "' "" ..... AREA OF Sl~f '-',,, / I // t I i; ! 1 '1 1/ l:l /! I/ i I :.,. t i I i / i ',.,, ! '\ '-.... '..... '%.. '1 STUMPS & DEBRIS TO BE REMOVED CONCRETE CURB TB BE REMOVED GRAPHIC SCALE ( IN FEEl" ) 1 inch = 30 ft. FLOOD MAP INFORMATION FLOOD INSURANCE RATE MAP TH[ SITE DO~S NOT UE WTHIN A FL~AY ~ ~WAY FRIN~ ~ H~T~ ~NTY, IN~& ~ I~A~O ~E~ P~ 2~, M~ ~ 1~7C02~, E~EC~ DA~ MARIOH-HAMILTON COUNTY ~ ON ~R-431, 2.8 MIL~$ SOUTH 5/8" R£B,~R ~].'~I__B/~P_., ~k'T. LOCATED ~.9 FEET N~~ ~ U~ ~ E. 96~ S~EET ~.5 FOOT EA~ ~ A ~ ~ER~Y ~G THE ~ [~ ~. ~A~ ~ ~. MAG N~L ~g.7 ~ET ~ ~ 8" BL~ W~ ~0 21.5 EA~ ~ 8" BL~ W~ ~. ~VA~ ~ 7~,78'. 'mN f3 blAO NAIL 39.7 FEET soLrlH OF 8" BLOCK W~LL AND 21.5 FEET EArl' O~ 8" BI. OCt( WN.J. CORNER, ELEVATION OF 751.09'. · . ~ CONSTRUCTION NOTES 1. CONTRACTOR WILL CAP AND SEAL ALL UTILITIES BEING ABANDONED PRIOR TO BEGINNING THE PROPOSED CONSTRUCTION OF THE PARKING LOT. 2. A PRE-CONSTRUCTION MEETINO WITH THE CITY OF CARMEL INSPECTORS IS REQUIRED PRIOR TO BEGINNING ANY DEMOLITION WORK ON THE PROJECT. ..3. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASEOF WORK· IT SHALL ALSO BE THE SUBCONTRAC'rOR'S' RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK tS STARTED OR RESUMED. A PRE-CONSTRUCTION MEETING MAY BE REQUIRED WITH ALL UTILITIES PRIOR TO BEGINNING ANY DEMOLITION AND NEW INSTALLATION OF THE UTILITIES. 4. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS. 5. ALL MATERIALS FROM THE DEMOLITION ACTIVITIES WILL BE REMOVED FROM SITE BY THE CONTRACTOR AND DISPOSED OF AT THE APPROPRIATE LOCATIONS FOR THE MATERIALS. 6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES· ~ GRIND OFF 152' OF ~- EXISTING BACK OF CURB ~%1111111111iii % ~',;;....:.,,,.,....-:~.-" .... //ltl ! I I I I I t iTOM WOOD BAUER DRIVE LOT MFH MF::H AE~ AE8 , , "DON'T DIG .BLIND" "IT'S THE LAW" Coil 1-800-582-5544 2 Working Doys Before You Dig. falcon ENGINEERING, INC. 13110 Promise Ro~d, NoblesvlUe, IN 46060 Phone~ (317) 841-3141 Fax: (317) 841-9951 L March 29, 2004 · 100,0 [ac~ 1' = 30' I~hee~l~. 2 DF 9 ENTERPRISE LEASING COMPANY OF INDIANAPOLIS INC. LAND USE: B-6 ·//-- SaleM'*' 14Alela./; EDMUND W. MARTIN W/ R. KINNICK LAND USE: B-6 % , i a. 11;5.44' LAND USE1 B-1 N,P,=748,00 2 YR,=749.15 10 YR,=749,7P 100 YR,=750,48 GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST LAND USE' B-6 GRAPHIC SCALE ho LEGEND ELECTRIC GATES PIPE BBLLAR~ 4' ~HITE TRAFFIC STRIPPING PROPOSED FENCE (SEE MASTER-HALCO SPECIFICATIONS 8,5'x 11'SHEETS) 6' STRAIGHT CURB PARKING SPACES ( m rrrr ) 1 LT~ch = 30 fL FLOOD MAP INFORMATION FLO00 IN~URAN~ RATE MAI::' ~ ~ DO~S NOT UE ~I'IHIN A FLOOOWAY OR FLOODWAY FRINGE PER HAMILTON COUNTY. INDIANA, AND INCORPORATED FI~UM~Y lg, 2g03. IrE SIT[ ISZgNEO "X'-. MARION-HAMILTON COUNI'Y LIN[ ON SR-431, 2.8 MILE~ ..SOUTH 3.9 FEETNOR~ OF l, flN NOR"IH CURB LINE: Ol:' E. 96'n.t $1REET AND 35 FOOT EAST OF' A · (~-.J~ERALLY ALONG THE MAG NAIL 39.7 FlEET ~OU~.! OF' 8" BLO~ WALL AND 21.5 FEET EAST OF 8' BLO~ WA~L O0~NER. ELEVATION OF 753.7B'. MAG NAIL 39.7 FEET SOUIH OF 8" BLOCK WALL AND 21.5 FEET EAST 0~' 8' BLOCg WALL OORNER. ELEVATION OF 751.09'. ___ Land Description (INSTR. #970970P096) PARCEL "B", A PART OF THE SOUTH HALF OF SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 4 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH. RANGE 4 EAST; THENCE NORTH 90 DEGREES O0 MINUTES O0 SECONDS EAST (ASSUMED BEARING) ON THE SOUTH LINE OF SAID SOUTHWEST OUARTER 1010.00 FEET; THENCE NORTH O0 DEGREES O0 MINUTES O0 SECONDS 550.00 FEET TO THE PLACE OF BEGINNING OF THE WITHIN DESCRIBED REAL ESTATE; THENCE NORTH 76 DEGREES 14 MINUTES 07 SECONDS WEST 215.76 FEET; THENCE NORTH 78 DEGREES 57 MINUTES 47 SECONDS WEST 101.03 FEET TO THE EAST RIGHT-OF-WAY LINE'OF MARIE DRIVE, PER THE DEDICATION THEREOF, AS RECORDED. AS INSTRUMENT # 8618155 IN BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH O0 DEGREES O0 MINUTES O0 SECONDS ON SAID RIGHT-OF-WAY LINE 376.54 FEET TO ITS INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF BAUER DRIVE WEST, PER THE DEDICATION THEREOF, AS RECORDED AS INSTRUMENT # 8618153 IN BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 89 DEGREES 56 MINUTES 47 SECONDS EAST 292.96 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF' 240.00. FEET; THENCE SOUTHEASTERLY CURVING TO THE RIGHT ON SAID SOUTHERLY RIGHT-OF-WAY LINE, AN ARC DISTANCE OF 15.77 FEET TO A POINT ON A LINE WHICH BEARS NORTH O0 DEGREES O0 MINUTES O0 SECONDS FROM THE AFORESAID PLACE OF BEGINNING; THENCE SOUTH O0 DEGREES O0 MINUTES O0 SECONDS ON SAID LINE 446.41 FEET TO THE PLACE OF BEGINNING, CONTAINING 2.91 ACRES, MORE OR LESS. TOGETHER WITH AN EASEMENT GRANTED TO THE CITY OF CARMEL IN "GRANT OF EASEMENT" AS RECORDED IN EASEMENT RECORD 3, PAGES 427 THROUGH 429 AS INSTRUMENT ~ 8600500. SUBJECT TO AN EASEMENT GRANTED TO THE CITY OF CARMEL IN "GRANT OF EASEMENT" AS RECORDED IN EASEMENT RECORD 3, PAGES 424 THROUGH 426 AS INSTRUMENT # 8600499. SUBJECT TO ALL OTHER LEGAL EASEMENTS AND RIGHTS-OF-WAY. ~ Site Address 3750 BAUER DRIVE W, INDIANAPOLIS, IN 46860 1.CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACOUAINT HIMSELF WITH SUBSOIL CONDITIONS. .3. THE PLANS SHOW THE LOCATION OF: All KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED, 4.CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. 5,ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 6.ALL GRASS AND/OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH .GRADE ELEVATION. 8.ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 9.CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: Folcon Engineering, Inc. 11. REPAIR, REPLACE OR MAINTAIN ANY/ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. 12, FOR ALL WORK WITHIN LIMITS OF RIGHT-OF-WAY SEE D.O.T. STANDARD DETAILS. 13, ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OREDGEOFPAVEMENT UNLESS OTHERWISE NOTED. 14. ALLRADII SHALL BE 5' UNLESS OTHERWISE NOTED. 15. ALLRADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 16. ALLDIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 18. HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE., COUNTY, CITY AND LOCAL CODES WHICHEVER HAS JURISDICTION, SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES, THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD. DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS, THE CONTRACTOR MUST CLEAN THESE DALLY IF NECESSARY, THE CONTRACTOR MUST USE WATER OR OTHER EXCEPTIBLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 21. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING. 22, THIS SITE IS CURRENTLY UNDER CONSTRUCTION. EXISTING ELEVATIONS AND UTILITY LINES MAY OR MAY NOT BE IN THERE PROPER LOCATION. VERIFY ALL ELEVATIONS & COORDINATE WITH THE ENGINEER FOR ANY DISCREPANCIES, 23. TRACER WIRE MUST BE INSTALLED WITH ALL WATER MAIN IN CARMEL. WARNING TAPE MUST BEINSTALLED 12" TO 18" ABOVE THE WATER MAIN. 24. POSI-CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATION. REQUIRED PARKING SPACES , 1 SPACE PER 1000 SQFT. OF OUTDOOR STORAGE AREA , , 1302 SOFT. PAVEMENT/lO00 SQFT. = 1.30 2 TOTAL REQUIRED SPACES = 2 2 TOTAL SPACES 252 TOM WOOD BAUER DRIVE LOT ~ AE$ AE8 "DON'T DIG ,BLIND" "IT'S THE LAW" Cell 1-800-582-5544 2 Working Doys Before You Dig. falcon EN GINEERIN G, IN C. 13110 Promise Road, Noblesvltte, IN 46060 Phone, (317) 841-3141 Fox~ (317) 841-9951 ] D~ie March 29, 8004 Job No. 100.0 J~ 1' = 30' .lsheet No. 3 0F 9 [ [ [[ m~ ] [,[ [[ [ [[ [1[ [ [ / 1~° 1NV=748,0~ 4" 1NV=748.00 / / /; / 1 /I ! I I I 't 1, / / /' , ,/!/ [ /! I ENTERPRISE LEASING, COMPANY OF INDIANAPOLIS INC. LAND USE: B-6 EDMUND W. MARTIN W/ R. KINNICK LAND USE: B-6 TC=75~.,31 79' - 1~' H~PE ~ 0.50X SLaPE 7O4 I~I YR.=749.15 10 YR.=749,7~ 100 706 18' ES=747.67 26' - 18' HDPE "-.. x.:. '*... N,,. SLBPE ,~, '~ ~, GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST LAND USE: B-6 GRAPHIC SCALE ( JN rrrr ) 1 inch = 30 ft. LEGEND PROPOSED STORM SE~ER ALL OTHER FINISHED GRADES TDP DF CURB GRADE/GUTTER GRADE MATCH EXISTING GRADE STORM SEVVF. R - STRUCTURE DATA TABLE ...... STR. STRUCTURE CASTING PIPE ELEVATIONS GRADECONNECT TO REMARKS NO. TYPE TYPE L.F.SIZE TYPE TC= UPSTM DNSTM(%) STRUCT. 709 CURB'INLE]: R-3275 *190 1~' HDPE753.71., 750.46 748.650.95 708 708 CURB INLET R-32'75 * 254 18" HDPE 752.25 748.65 747.76 0.35 707 __ 707 CURB 'INLET ' R-3275 * 26 18" HDPE 752,58 747.76 747.67 0.35 706 STR. 706 IS AN ENO SECTION 705 CURB INLET R-3275 * 79 12" HDPE752.31749.31 748.92 0.50 704 704' CURB INLET R-3275 * 19 15"' HDPE752.21748.92 748.850.35 703 ' STR. 7__03 IS AN END SECTION 702 " STORM INLET 36 1,,2" '~ HDPE 750.40 748.00 747;'50 1.39 701 STR. 701 IS AN END SECTION , , , , * NEENAH CASTING OR APPROVED EQUAL ,, ~ FLOOD MAP INFORMATION FLO~ IN~URANC[ RAT[ MAP 'IHE ~TE DOES NOT UE WIIHIN A FLOODWAY OR FLOOOWAY FR~NG~ PER HAMIL~ON COUNTY, INDIANA, ~ INCORPORA'FLrD BENCHMARK INFORMAtiON HAM G--,IO A BRON~ PLA~ ~ET IN 'IHE SOUIH END OIC' 1HE IE:'~I' PARAPET OF' AN 18 FOOT ~ AT 1H~ TOP OIr A CULS~t~RT UNDER SR 4,31, ALSO, 0,8 ~ NOR1X ~ iIARION-HAUILTON COIJ~ LI~ ~ ~ 411. 2.8 MILES ~ 01: Sa 254. ~ I~11aC1'. ELEVA1~ '/73.50. F. LEVA~I~I 745.12 CPJ1 MAG NAIL sFr IN EAST ASPH~T PA'VEMIg, iT AT GUTIER ~ OF' MARIE DRIVE 0312 MAG NAJL 5E"T IN ASI:q,LN,.T AT 1HE APPRO'AMAIE INI'ER~CIlON OF 1HE EAST GUI'IER BEVATiON 753.78. 1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES EXCEPT WHERE SHOWN. 2. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.0%. 3. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING VEGITATION, 4. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS NOTED. 5. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM, THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPUSHED. 6. FILL UNDER LAWN AREAS SHALL BE COMPACTED TO AT LEAST 90 PERCENT STANDARD PROCTOR DENSITY (ASTM D-1557), FILL UNDER BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT STANDARD PROCTOR DENSITY(ASTM D-1557). 7, THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTIES PRIOR TO THE START OF CONSTRUCTION IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED. THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL, OR IMPORTING OF EARTH. 8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS IS TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. STANARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY SHALL APPLY FOR ALL STROM SEWER CONSTRUCTION. No. ,,".; t. ~o,,;',,,,.. ~ ~-,.;-',-- ,...-.,: ~/ ,~ -.,.~ E [ 880573 i [ ~ ,~'".. STATE DF ..:~. ~ ~+~~~ TOM WOOD BAUER ~ LOT "DON'T DIG BLIND" "IT'S THE LAW" Call 1-800-582-,5544 2 Working Days Before You Dig. I "DON'T DIG BLIND" "IT'S THE LAW'.' Coil 1-800'582-5544 2 Working Days Before You Dig. ENTERPRISE LEASING COMPANY OF INDIANAPOLIS INC. LAND USE: B-6 · f ~IARY UAN~ Construction Entrance · ~-- SMn~qY UNee)LE EDMUND W. MARTIN W/ R. KINNICK LAND USE: B-6 'MAm~ DroVE ,SiLt Fence Silt F /! / /l/J . / / Ix, Intel Protection 4- ! / .... , --\ / / / "$ %. ",,,, Inlet Prote2~'i~n In ro x Silt Fence GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST LAND USE: B-6 , ------- GRAPHIC SCALE AREAS TB BE SEEDED 8, BLANKETED DR HYDRO SEEDED AREAS TO BE SEEDED W/ PERMANENT SEED 8, EROSION CONTROL BLANKETS GRAVEL ENTRANCE SILT FENCE INLET SEDIMENT PROTECTION (SEE DETAIL) ( ~N rr~r ) 1 inch = 30 fL NOTE: ~ur-vey ~ bouncku-y InFor~mtlon I~ovlded by ~RXC~ ~T~, ~ ~vey FLOOD MAP INFORMATION FLO00 INStJ~ANC~ RATE MAP TH[ SITE DOES NOT LE ~THIN A FLOODWAY OR FLOODWAY FRIN(~ PER HAMILTON COUNTY, INDIANA, AND INCORPORATED AREAS. PANEL 0236. MAP ~ 18057C0236F. EFFECTIVE DATE Fence 1. CONTRACTOR SHALL INSTALL ALL R[i~JIRED SILT FENCES SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FORTEXIST]NG INLETS fpR¢]~NGTM THE START DF ANY EAR H MOVING DR STRI . 8. CONTRACTOR SHALL INSTALL A :STONE CONSTRIJTIBN ENTRANCE OR SaNE 13TI'ER APPROVED ENTRANCE PRIOR TO THE START DF EARTHW~ AS NECESSARY TO PREVENT SaIL rm3N SEINO TRACKED DE WASHED ONTO EXISTING R~DWAYS, IN A WAY THAT WILL I~N~NIZE EROSION, WHENEVER POSSImLE, NATURAL VEC~TA~ON SHALL SE RETAINED AND PROTECTED. WHEN C~ING IS CGNPL£TED; INSTALL SILT TRAPS, SILT FENCES, SLAP[ DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEA~UI;~S AT APPROPRIAT£ LDCAT]I:~IS TI] KEEP SEmNENT CONTAINED ON SITE. MULCHED AS SHOWN ON THE PLANS IMMEDIATELY 4Q~-TER COMPLETION DF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD DE COMPLETED IN PHASES AR. THE DIFFERENT AREAS DF THE SITE ARE COMPLETED. 5, PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CDNTRDL DEVICES SHALL DE INSTALLED AS SOON AS PRACTICAL U,~:R THE CmCU.STANC£S. 6. THE DURATION DF T]I4E WHICH AN AREA REMAINS EXPOSED SHALL ]~E KEPT TO A PRACTICAL MINIMUM DEPENmNG UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR NOR[ THAN TVI] WEEKS, STRAV BALE DAN MAINTENANCE REgUiRENENTS t.INSPECT STRAW DALE ])AMS AFTER EACH STDRH EVENT AND PROMPTLY REMaVE ANY SEDIMENT DEPOSITS, 8. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FRBH CONSTRUCTION AND REPAIR ]MME]]IATELY, 3.AFTER THE CDNTRH)UTING DRAINAGE AREA HAS 'BEEN STA])ILIZEDo REMOVE ALL STRAW BALES AND SEDIMENT, ])RING THE DISTURBED AREA TI9 GRADE, AND STA])ILIZE. SILT FENCE MAINTENANCE REOU]REHENTS  INSPECT SILT FENCE AFTER EACH STORM EVENT, ·IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3, RENDVE SEDIMENT VHEN IT REACHES HALF THE HEIGHT DF TH[ FENCE AT ITS LDVEST PAINT DR IS CAUSING THE FADRIC TO DULGE, 4.AFTER THE CONTRIBUTING DRAINAGE AREA HAS B[£N STADILIZED, REMOVE ALL FENCE AN9 SEDIMENT, ])RING THE. DISTURBED AREA TI] GRAgE, AN]) STABILIZE. TEMPORARY SED1F~NT TRAP MAINTENANCE REgUIREMENTS INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED Tn ONE-HALF THE DESIGN DEPTH. 3.REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4.INSPECT VEGETATION, AN]~ RE-SEE]3 1F NECESSARY. 5.PROMPTLY REPLACE ANY DISPLACED R]PRAP. ·AFTER ALL DISTUR])ED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AN]) SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AN]) STA])IL]ZE. CURD INLET SEOINENT BARRIER MA]NTENANCE REgU]EEHENTS !1. INSPECT CURB INLET SEDIMENT D'ARR]ER PERIODICALLY AND AFTER EACH STORM THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. EVENT AND REPAIR IF NEEDED. 7.ALL STnRN SEWER INLET PROTECTION DEVICES SHALL 8.REHOVE SEDIMENT WITHOUT FLUSHING, WHEN IT REACHES HALF THEHEIGHT I]F DE PUT IN PLACE AT THE TIME EACH INLET IS .CONSTRUCTED. THE ])ARRIER. :8. CONTRACTOR SHALL MAINTAIN EROSION CONTROL. . . 3.DEPOSIT SEDIMENT WHERE IT WILL NI]T ENTER STORM DRAINS. MEASURES AND OEV~CES OURING CONSTRUCTION AND UNTIL .SILTATION OF' THE STREETS AND STORM SEWERS' WIL'LND LONGER OCCUR. 9.GNCE I~ISITE ERaszaN AND SILTATION DF THE STREETS AND STORM SEVERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TENPBEARY EROSION CONTROL DEVICES. tO. THESE GENERAL PEB(:;EDUEES MAY NErr COVER ALL S]TUATIDN~. REFER TO ERI~IDN CBNTRrlL PLAN~ FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 11. EROSION CDNTRDL IS TO COMPLY WITH INDIANA 387 IAC AND RULE 5, AND INDIANA HANDDDaK FDA ERa~IaN CONTROL IN DEVELOPING AREAS. 18. THE CITY ENGINEER HAS THE AUTHORITY TI] REQUEST ADD]TInNAL EROSION CDNTRnL MEASURES OR AN[ND EROS]ON CONTROL PLANS SU])JECT Trl ACTUAL SITE CONDITIONS. 13. THE ONLY AREAS aN STI'E WHERE STDRMWATER HAY ENTER GROUNDWATER IS THE PROPOSED POND. EEB~I~ CoN'rRDL BLANKET MAINTENANCE REgUIRENENTS  INSPECT ERnS]DN CONTRnL BLANKET PER]ODICALLY AND AFTER EACH STORM EVENT. ·'IF ANY AREA SHDVS EROSION, ADD SaIL AND RE-SEED THE AREA, RE-LAY AND STAPLE THE BLANKET. 3.AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PER]nD]CALLY. TEHPBRARY CDN~T~T~N ENTRANCEI HA]NTEMANCE REOU]REHENTS  INSPECT ENTRANCE WEEKLY AND AFTER EACH STOi~ EVENT OR HEAVY USE. ·RESHAPE ENTRANCE AS NEEDED FDA DRAINAGE AND RUNOFF CI]NTRrlL. 3.ADD CLEAN STONE AS NEEDED. 4.]NNEDIATELY REHOVE MUD AND SEDIHENT TRACKED DR WASHED ONTO PUDL]C ROADS DY ])RUSHING DR S~EPING. FLUSH]NO SHOULD DNLY DE USED IF THE WATER 1S CONVEYED INTO A SEDIMENT TRAP BR DASIN, 5. REPAIR ANY ~RDKEN ROAD PAVEMENT IMMEDIATELY. · ;,A~ I II I I IIi//// ~ ,~..." ".... £ / No, '-.. =- ~...,ojj.' ~TME OF' ...~ ~ THE ARIA BEHIND THE CURB rILL BE SEEDED "~,,~,~,~'...!~.j.~..-'~X~.~,,,~ HAS BEEN B~FILLEg, ~j///u"~m~¢ /--e'-3' WASHED STONE / (INDBT CA.#e) MINIMUM LENGTH 50' CURB INLET PROTECTION DETAIL 1 ESCAVATE A TAR.CH ,¥,~ ~.% 2 PLACE AN]) 4' DEEP AND THE ......... % STAKE STRAWI TRENCH~ WIDTH DF A STRAV ~ BALES, Tva i ~, A nF _ e~c, ~~ STAKES PE~ I -' .......... I~ I PACK[~ STEA~ I ~ I ~ ~ WEDGE LBDSE STRAW ~ BACKFILL AND T w COMPACT T~ m.u~ ~ 9ET~EEN BALES D r~ml - I CREATE A CDNTIN~ EXCAVATE9 ~BIL ~ BARRIER. , AS SHO~N DN T~ ~ ~ UPHILL S[OE ~ ~ CDNP~TE9 ~ THE BARRIER TD ~ BACK~NT PIPING, .' ::::F:::!~::'" · 'A~ - ~~ ~~ - ~A' HI~ER TH~ P~NT T~ W~ BAU~ ~ LOT NOTE, DRAWING IS FDA EROSION CONTROL ONLY 1. ALL GEOTEXtlLE BAGS APPROXMATELY HALF FULL VaTH 2 TO 3 INCH STONE OR GRAVEL 2. O~RLAP BAGS AROUND INLET AND EXTEND A laiN- lldUbl Of' ~ FEET AWAY FROM CASTING. 3. FOR ADDITIONAL LA~RS, OVERLAP BAG~ ~TH THE ROW BENEATH. AND LEAVE A ONE-BAG GAP IN 1HE MIDDLE OF 1HE TOP ROW TO SERVE AS A SPILLWAY. 4. PLACE BAOS IN AN ARC AROUND INLEIS THA1 ARE IN A SUMP POSITION. 5. SET UP SAFETY/1RAFFIC BARRIERS TO KEEP VEHICLES FROM HITIING BAGS, CAUSING POS~BLE INJURY. 6. INSPECT AND REPAE AS NEEDED, AND REMOVE' ANY ACCUMULATED S[DNENT$ AFfER EVERY STORM. INLET PROTECTION DETAIL TOP HEW IIERE S3RUCV. RF_~ AFF. PLACED IH PAW. D Z ~'EIBIOFft, EW. t4~IP. JST~EANI IN A ~' D~P x ff' I~ ff~OL MCXFLL AI~ C(~'ACT TYPICAL .SECTION falcon ENGINEERING, INC. 13110 Promise Road, Noblesvitte, 1N 46060 Phone, (317) 841-314! Fox, (317) 841-9951 IDate Morch 89, 2004 sc~, 1' = 30' SheetNo. 5 OF 9 iiii iH~ii i i iii i i i ii i ii iiii i i i iiiiii iiii i i iii ii i i i ii i i i PLAN 'ELEMENT INDEX PLAN ELEMENT INDEX PLAN ELEUENT INDEX Section A 1, This document is the Index. 2. The ]l"xl7" plat will be included in this submittal,-. 3. This .project is o single commercial lot that will be built in one section and has.on overall storm sewer system and o detention pond. 4. The Vicinity mop is shown on the title sheet. (See Sheet _.1_ of _9) 5, The legal description is located on the Site Rom (See Sheet _-3_ of _-9) 6. The location of oll lots and site improvements ore shown on the site plan. (See Sheet __3_ of __9) 7. The Hydrologic unit code is 05120201090040. 8. There ore no State of Federal Water Quality permits at this time. 9. Storm water will be discharged in one location to the north. A new storm sewer system will collect the storm water and discharge it directly into the proposed detention pond, and then into o large drainage swale the runs to Carmel Creek. 10. There ore no wetlands, lakes or water courses on or adjacent to the site with the exception of the drainage ponds. 11. The receiving waters for the site is the Carmel Creek/Whirr River watershed. 12. There may be some discharge into the ground water from the proposed drainage pond. 1:5. There ore no floodplains or floodwoys on this.site. 14, The pre-developed discharge vs, the developed discharge for the entire site ore os follows: a. Ditch (Discharge to the south) i. 10-yr Predeveloped = 1.48 cfs ii, 100-yr Developed = 0.48 cfs 15. The adjacent tond use is shown of the erosion control plan. (See Sheet _5_ of __9) 16. The Construction limits ore shown of the erosion control plan. (See Sheet _,5_ of _-9) 17, The. existing conditions are grass and weeds. 18. The sails map is shown on the title sheet. (See Sheet _]_ of __g) lO, The storm systems are shown on the drainage plan. (See Sheet .__4_ of __9) 20. There is no off site construction activity, 21. The existing topography is defined by spot grades and is shown on the drainage plan. (See Sheet _4_ of __9) 22. The proposed topography is defined by spot elevations and contours, and is shown on the drainage plan. (See Sheet _4_ of _-9) Section B Section C 1. Potential Pollutants during construction includes but are not limited to: fossil fuels, oil, grease, paint, human waste, silt ... 2. The erosion control measures and schedule is shown on the erosion control plan. ('See Sheet __5_ of _-9) The site will have on erosion control fence around the entire property except at the construction entrance drive. The storm inlet sedimentation collection baskets wilt be installed upon completion of the individual storm structures on site. Temporary seeding wfl be placed after the curbs have been installed. Permanent seeding will take place after the landscaping has been installed to the City of Carmel's satisfaction. 3. The Stone entrance is shown on the erosion control plan. (See Sheet _$_ of 4.. The sediment control measures for sheet flow are shown on the erosion control plan. (See Sheet __5_ of __9) The sheet flow across the paved areas will be collected in the new storm sewer system. The flat grassed areas of the site will allow the storm water runoff to drain onto the existing street and be collected in the curb inlets. 5, The sediment control measures for concentrated flow are shown on the erosion control plan. (See Sheet _5_ of __9) A inlet sedimentation basket will be installed in each inlet. The pond outlet pipe will have riprap installed along the flowline and the opposite bank, 6. The inlet protection measures ore shown on the erosion control plan. (See Sheet _5_ of _9) 7. There are no runoff control measures needed for this site. All drainage is collected in the new storm sewers and carried to the new pond, 8. The proposed pond outlet structure for this project. The .specifications for the cleaning.. of the structure is o visual inspection by the owner after ever rain event. 9. The ore no grade stabilization measures needed for this site other than seeding and land- scarping installation, 10. Each measure is shown on the plans along with the appropriate details and specifications. 11. The temporary seeding measures for each season are shown on the erosion control plan, (See Sheet _6__ of __9) The temporary seeding should be installed within 15 days of finishing any soil disturbing activites. There are no other grade stabilization measures planned for this site other than seeding. 12. The Permanent seeding measures for each season are shown on the erosion control plan. (See Sheet __6_ of _-9) 13. All fueling, lubricating, maintenance on construction equipment, dumpsters, & port-o-lets to be confined to the Staging Area adjacent to the construction entrance. In the event that a. spill occurs, the proper steps for containment must be taken. A spill cleanup kite must be onsite and readily available for use. The spilling of fuel or lubrication must be cleaned up immediately and the proper disposal of the contaminates per IDEM standards must be completed. Telephone the local Fire Deportment for procedures and notification. All local Emergency numbers must be posted on site. All concrete washout must be confined to the Staging oreo. The washout must be cleaned up offer drying, and disposed of properly. All site trash is to be disposed of in o dumpster on site. The dumpster must be covered at night and on the weekends to prevent the trash from blowing out of the dumpster and on to the surrounding properties· The dumpster Is the be hauled off site for proper disposal of the trash in o timely manor. The Staging oreo is shown on the erosion control plan. (See Sheet __5_ of _-9) 14. Person in charge of and knowledgeable about erosion and sediment control shall inspect the site for stormwoter pollution prevention deficiencies at least weekly and again within 24 hours of every ~ inch rain event. Construction Entrance shall be repaired if it is not performing properly, Silt fence shall be repaired/replaced in the event that it has failed, Drop Inlet Protection Basket shall be repaired/replaced if failed & sediment removed. Curb Inlet Protection shall be repaired/replaced if failed & sediment removed. Sediment Traps shall be cteoned out if they are over 50R full of sediment. 15. There is only one lot in this project. No special specification ore required. I. Proposed site will be a commercial development,-Potential pollutants from this type of development include, but are not limited to: fluids and debris from parked vehicles & vehicular traffic which could include: fossil fuels, off, grease, antifreeze, broke fluid, window washer fluid, rubber, plastic, & metal fragments, grit (sediment) from wearing of the road surface, trash (including bacteria and other biological agents contained in the trash) from littering and other types of improper disposal or storage, and elevated receiving water temperatures from stormwater runoff contact with impervious surfaces. 2. The existing stormwater quality measures will remain in place until no erosion or siltation con take place. 3. The proposed site w~l contain o storm sewer network that eventually outlets into o proposed pond. The majority of the site will be draining into a storm sewer network and swales, which will oct as filters throughout the life of the site use. The pond will be checked for fuel, oil, trash, and all above listed items at the visual inspections performed after each storm event has occurred. If a pollutant is detected, measures to correct the pollutant problem 'will be taken immediately and corrected. 4. Catch basins ore provided on the drainage plan. Details are provided on the Detail sheets. 5. The owner is responsible for post construction maintenance until the property is sold, end then transferring responsibility for post construction · maintenance to the new owner of the site· The slte is considered o basin to the drainage swale along the south property line. If this project is ever considered a regulated drain site, then the maintenance will be the county's responsibility. Embankment and Emergency Spillway shall be inspected annually and offer major storms. Any barren lawn or bank areas shall be seeded and/or' stabilized. Outfall Pipe and Principal Spillway shall be inspected annually. Clear all drains and spillways to make sure they are functioning properly. Clean any debris from end sections and trash rack. Replace if rust is excessive. Permanent Pool shall be inspected monthly. Clear all undesirable vegetative growth. Remove floatable debris. Check for visible pollution and their sources. Contact the local fire department for guidance. Toke note of complaints by adjoiners and any potential public hazards. Outfall locations shall be stabilized with additional rip rap if erosion has occurred. Contact the local Soil and Water Conservation District office for guidance. The new Rule 5 requirements of posting the contract information at the site and having a set of construction plans available at all times must be observed. ~4EAT ~ RYE i? ~U/ACLAWN ~ fllAH N~ [~, ~P~IN~ QATE. 3 ~LI/ACKENTUCKY ~LU~:C,I~ 40 La/AC CREEPING I~ FESCUE 40 DR, F'~NN]AL RYEGRA~$170 LB/AC TO ~ USrJ) DURING PERI~ ~N ~, ~t ~ RYE E ~/~ SOIL ~N~T~S ~ ~ LEV to A~VE ~, ~, t~ AP~Y ~ RYE~Ss SE~ ~ER ~ ~ ~L TE~ ~ TY~ FERTILIZE V/l~ L~ ~-le-l~/oE~m ~TH ] ~ ~ ~ T~ S~AV PER TRASH DUNPSTER PORT'D-LET L LINE WITH GEBTEXTILE FABRIC TYPICAL SECTION STAGING AREA "DON'T DIG BLIND" "IT'S THE LAW" Cell 1-800-,.%82-5544 2 Working Doys Before You Dig. Brad InLe~ Pro'[eolian Boske1: I1: is 1;he In1:en't of" 1:his device t:° del:Din water +'or the put-pose oF oUowino suspended solids In 1;he wot;er' 1:o se1:1;te bu'~ before 'the wa.tot chi;ers the s1:or~ s1:ruc.ture. Sane FAt:wring wlU occur os wot:er posses 1:brough 1:he device, The bo1:1:oe~ o~ 1:his device Is t;o seal against: 1;he FID1: out:er par'1: o~e 1:he COSt:inD. The overall dimension oF 1:he basket: sh~LJ be no seotLer ~ch~n 1;he wo1:er bLe1: perForo%lons In 1;he cost:lng ond no Iorger .thon the out:er dimensions oF the C~S1:ino, The height: short he $.5' The basket welded wire mesh rolled or' ben1: ond welded 1:o 11:sel¢ 1:o FlOC 1:he cos1;Ino. The wire size sholL be no smoLler 1:hon .149' dto, ond openinos no loroer 1:hen I8 scl Ir~ 1:he bo1;1:o~ oF 1;he wl~e Frome be snoo1:h so os no1: ony ~eokoOe be.twe~n 1:he 10~ske1; ond cos1:inO, The 1sop oF 1:he boske1; shoU be open 1:o preven1; ~oodlnQ durlno he=vy even1:s. Fobrlc shoU be woven poLypropylene oLLowino I5-P.5 S;)~L/nln/sq Ir~ IF non-woven Fobrlc is used, 1:he r~)ln1;enonce In.tervols should be Increosed 1:o reptoce sit1: Ioclen Fobrlc. The Fabric sh~lI be o1:1:oched 1:o 1:he Frame end Folded under · the bol;1;ofn 'to help seal ot;~lns1; 'the cos'ting. This device should be used In conJunction wl1;h al;her Des1: Prac1;k:es 1;o maximize 1:he e~F'lclency o? 1:ir'e erosion cant:roi pLo~ SuppLiers For 1;his produd IncLude, Lakeside Supply Inc, (31 7) ~81-~661, Tur?oross Inc. (317) 894-3~76. MANUFACTURER DR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS, PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75X (NIl~ TENSILE STRENGTH AT EXTRA STRENGTH- L::)OY, (MAX) ELONGATION 50 lbs./LIn, in. (NIH) STANDARD STRENGTH- 30 lbs./Lin, in. FLOW RATE 0.3 got,/sq. F'l;./nln, (nln) ' SEASONAL S01L PR0'i'ECTION CHART , , SIABL(ZATION JAKFE~. MAR. ~ ~YdUN[ JJLY .. c I= ·~111~ Itll ~ I" 'fi~l~~ I~lll YI/II' . . , .... EROSION CDNTRDL SCHEDULE , , r~ 1 SET P~ ~D E! .~. I/J ESCAVATE A 2 STAPLE THE ru~--~l~ 4'X4' ~ ~REJ ~RE ME~ ~ UP~E AL~G ~N~NG TO ~ ~E P~~ ~E UNE ~ F~EACH POST ~ 3 ATTACH THE ~]4 BACKFIll THE II~ F1LTER FABRIC FILTER IJ,/.J TRENCH AND ~?~R~---_ II~J TO THE ~ARE rABmb---'--Ir4 COUPACT THE .......Ii~1FENCING AND I~.~ .EXCAVATED SOIL J ~c'""'° ELEVATION 8LTFENOE 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVBUS SHEET OF PRDPYLENE, NYLON, POLYESTER DR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE .BURLAP SHOULD DE 10 OUNCE PER. SQUARE YARD FABRIC. . POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FDA FASTENING WIRE TO THEM, 4.STAKES FDA FILTER FENCES SHOULD BE I'XE' WODD (PREFERRED) ~ EQUIVALENT METAL WITH A NIH]NUN LENGTH OF 3% 5.WIRE FENCES REINFORCEMENT FDA SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD DE A MINIMUM OF 4P' IN HEIGHT, A MINIMUM OF 14 GUAGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6', CONSTRUCTION 1.THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36' (HIGHER BARRIERS MAY IMPOUND VOLUMES or WATER SUFFICIENT TO CAUSE FAILURE DF THE STRUCTURE). ~.THE FABRIC SHOULD BE PURCHASED IN A C~NTINUDUS ROLL CUT TD THE LENGTH DF THE BARRIER TO AVOID THE USE DF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD DE SPLICED TOGETHER ONLY AT A SUPPORT POST0 WITH A MINIMUM 6' OVERLAP, AND SECURELY SEALED. 3,POSTS SHOULD BE SPACED A MAX]NUN OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM DF 1~'). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 69 4.A TRENCH ~OULD BE EXCAVATED 'APPROXIMATELY 4' WIDE AND 4' DEEP ALONG THE LINE OF POSTS AND UPSLDPE FRDN THE BARRIER. 5.WHEN STANDARD STRENGTH FILTER FABRIC 1S USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED SECURELY TO THE UPSLDPE SIDE DF THE POSTS USING HEAVY DUTY 1' WIRE STAPLES, TIE WIRES BR HOG RINGS, THE WIRE SHOULD EXTEND INTO THE TRENCH A MININLIN DF' P' AND SHOULD NOT EXTEND NnRE THEN 36' ABOVE THE ORIGINAL GROUND SURFACE. 6.THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLE]) OR WIRE]) TD THE FENCE, AND B' OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH· THE FABRIC SHOULD NOT EXTEND MORE THAN 36' ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7.WHEN EXTRA STRENGTH FILTER FABRIC DR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY DE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TB THE POSTS WITH ALL OTHER PRrlvISIDNS DF ITEM ND, 6 APPLYING. THE TRENCH SHALL BE BNT,~FILLED AN]) THE SOIL COMPACTED OVER THE FILTER FA]LI~IC. FILTER BARRIERS SHALL ~ REMOVED 'WHEN THEY HAVE SERVED TFEIR USEFUL PUl[POSE:, OUT NOT BEFORE THE UPSLDPE AREA HAS BEEN PERMANENTLY STABILIZED. .... TOM WOOD BA~ ~~'LOT ~ ~' ]00,0 _ '' , ~~ ~yTq ~~, ~ ENGINinG, INC. ~ AS SHOWN ~ ~ ~ ~ '~~ ~ 13110 Promise Rood, Nobtesvltle, IN 46060 ~t ~. ~ ~ ~ ~ Phone, (317) 841-3141 Fox, (317) 841-9951 6 OF 9 ...... , , , ]~DDZN6 ]~LDV TH[I D,,D./4 I Cl,,W4 I p~ ~EL I m~ = ~' I .Ax. = e' ,j (pvc & HDPE Pipe) /.-,- EARTH BACKFILL SHALL ORADE-. / BE FREE FROM SOUD '~ /' OBJECTS GREATER THAN ENCE. ' /~_ ~ / SUBSTnVrE ~ .-~--~1 ;~ / STONE ~N UEU OF ~ ~'~/J/~',~ ,!:3~..// EARTH WHEN WITHIN ~-' (C/'///))----~' ~E' FEET OR UNDER k ~ j P^VEMENT. ~ ...... ~ sToNE TO BE VIBRATORY ~'-i'~-tTT'l~-[-~l~'''COMPACTED IN 8' UFTRS -,,.L~-,.U..~ '"'YF~' TO OBTAIN 95'~ STANDARD  'x PRO~TOR. x,,, UNDERCUT AND USE 6" OF STONE IF WET GROUND CONDITIONS ARE ENCOUNTERED. STORM PIPE DETAIL /--- PAVEMENT 7 STONE INSTALLATION REQUIRED: I I ' ~~-- ~ · 50' FROM PAVED AREA INLET STRUCTURE ALONG WITH EACH STREET CENTERUNE. · 100' FROM CURB TURNOUTS · PIPE MATERIAL PER" I,N.D,O.T. SPECIFICATIONS. PIPE UNDERDRAIN EXISITING-~ CLEAN BREAK ~ ./~'~ 1.5" H.A.C. SURFACE PAVEMENT \ ...,...:.:.:.::..:..... /:-;.,. :-.. -. ',.> .,....¥, ~.~_.=\\'~.~. 12" THICK PLAIN CONCRETE .. .................. \~.,~,~ BOTH SLOES '~' .~ :, :-.><-,;:..':. .: ~.~¥',,' ---' TO BE FINISHED 1.5" BELOW OF TRENCH .... .~, '-'------FLOWABLE FILL TO BE PLACED "': ENTIRE TRENCH TO BOTI'OM OF CONCRETE ELEVATION 1. NEW SURFACE IS TO BE SLOPED AT 3'HE SAME RATE AS THE E'XlSTINO SURFACE. 2. EXISTINO PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. ;3. 'tRENCH SPOIL IS TO BE REMOVED FROM SlT~ 4. 1.5" H,A.C. ~11 SURF'ACE. 5. BITUMINOUS TACK APPLIED AS PER 'INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATION 409 &902. El'C. OIS11JRBED OR REM(NED DURING EXCAVATION ACTIvrriEs. SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 7. PLAIN CONCRETE IS TO BE FINISHED 1.5' BELOW THE.EXISTINO PAVEMENT. · 8. CUT SHALL BE, STEEL PLATED DURING CONCRLrl'E CURE TIME AND UN11L ASPHALT ICj APPLIED. ROAD CUT PATCH DETAIL SCALE: 3/4'-1'-0' ...~--110t~/SYD. BITUM. SURFACE No. ~[11, LV ._~--__ 220~//SYD. BITUM. BINDER . No. 8, LV ~ 5" COMPACTED AGGREGATE BASE. TYPE O, S~ZE ~53 ~~'~'~ ..... "-'---COMPACTED SUBGRADE MULTI-USE ASPHALT PATH DETAIL .~--- WEARING COURSE - .~11 SURFACE I~/'/z/ ........ .... ///////////'"//'"//////>//~---------'" ''" CHOKE LAYER - ~73 DUSTY ," ...~.~.~..~-'-' BINDER COURSE - ~9 BINDER :~¢¢'~:~-'\\~'~.i~''~\\~ -"~, >"~.-\ \ ~'~'~"-'~'~ COMPACTED SUBGRADE PAVEMENT DETAIL NOTTO SCALE CONCRETE 3000 PSI---~\ 6L~I ff-1/2'r /=-3" OF TOP SOiL PAVEMENT · - BACKFILL ¢ ~ CONC. CURB EXP~SION 12" a~. ~ J~ e · ZO' O.C. STRAIGHT CONCRETE CURB DETAIL 91~ Or PAgEMENT ' /J~'~/~--ANCHOR (15 X 24") ~CTION TOP OF*-~r"- TOP OF i~, 2'-0" '-i ELEVATION CUR~ TAPER j -ROUN~D CONCRE"E: CAP · II ~ 6" DIAJa~'Fr,.R STEEL PIPE ""q| / I'/ RNISHED PAYMENT GRADE ~' -- 18' DIAUE~R, 2500 PSI CON~£~ FOOTINC BOLLARD DETAIL .,~ NEENAH TYPE CASTING  NO. R-3264 GRADE T C ASPHALT SEE i c~i' ~.75' ;~.50' TB 4.00' SEE NDTE 3 0.67 INLET TYPE M INLET TYPE J m~ ~ o~ ~ AY~[. ~ ~T ~. ~ ~ k~ 4 ~ ~ r VAR. PiPE ~ZE ~ l/( CHAIR BACK CURB INLET I I I ,, ELEVATION PRECAST CONCRETE WHEELSTOP NO SC, AL[ and rdeted.nec~uory ,oecificetion,. The Contl:octor shall nosy in t~e (xmas and the E.n~beer of any ch..osier_ errors or ombalons ~ound en the plans ~ t111~ M uneuit<lMe rnot~ and ahdl ~ removed 1rom L.ocot~ .of .du~ md ~.~..h. of hou~ .ha, be me ~mtrocux s req)ms~ny. i Provide ,nd ..p~oce my odd~ fil moted~ from off the aite os .mQy oe . n...ec~s~a~, to produce_ ~ ~ .c~.. req~..r~. RII al)roi'md from OTT site mos De m kind and me source approved by ~ne 4. The Cmboctor shall ..oc~'~. t the site os he ~ it crKl ,hall remove c~ trash, mbbi~ and debrb from the site pdor ~o stodi"g excovotkm. Work not Included: The fd .~. Hems.of . ruer 1. ~e~ groolng md bockfl~ng for 2. Storm droi"ege s~ems 4. ~Rreets and 5. Water mppty ~ MARKS Maintain coreMly ell bmr...~ mo~.ummLs .md other other reference jx)i"ts: a omuroe~. Contractor d~l.I I:~ntact engbeer. Kepmcemem be et Cmtmctor s expense. 3. REMOVAL OF A. Remo~e ~ tree, md 8~_s from ereo to be . .occ~ed by rood md surf'.m~, er.e~, R. emov~ m · noted en drcr~ o~ approved by me u~er.. the trees removed to d...~ areas off. of .the .elis. Diqxmd by. I)umbg obtened(e ~ ,). - _bury pRs ~hall b,e..~)rove8 by the o~er end'the Englnier If permuted: 4. PRO1ECIlON O~ ~ A.Gmeroi Protectim: 1he Centrocter ~all be ' re~o~e for the prat. ectkm o.f. tqm, tnml~ ' end roet~ of edstbg trees o~ me pro..j~ ~.te thet ore to remoin. ~ tre~ other,s protect~ before my ,ark ia stort~ do net st6ckpile wlth~ br .en~.' ~od.. R.emove. interfering bra.n.ch~ mtl~u..t mJu~y to trun~ mo CO~' BC;G'S ~ g'OS palm. .. to be oco~ by bu, .~-g~. r~, ..dk.s ood.. paddy.areas. Plle end itore ~shere 'it ~1 not Interfere ~ construcuen o1~. at~ Topsoil ~ ~ reosonobly, kee from ~taol, deb~ ,~ed~ gro~ stones, etc.. ~ After com~st!.en o.f ~e gr~.g oreck., os~g.n~e~ ~ m.e eroeien. Fom.m p.en .Tff. ?em3i"g.~a/.or..soa: ~¥ rems,rog ~.opsqm. ~m, De uses .lor llrll~ri~cI groaln(j eroofla SU~lClUl'e~ and Imdscapbg areas. 6. DISPOSITION OF Ifi1U11L:'S: B. If active ut~ies or~ mcountered b~ not sho~n C. lnecUve (md obondened uflliUos encountered excovoti"q md [od~ng oper_ot~s. reported [o the .t.~meer. ,ney. moa ~e remo~e~, ~iJgged or cq~ped, os directed by the Utility D. It shall be the r..espm~._..ility of ,eoch controctor to ~ ,I,I ex~ utilities onn .p~al,~; to hk P~ of *he ~ .tt ~ , dso be [he contractor, ~smnny to com.oc~ the ovme~ of the veriou~ utliUe, b~fere WQ~ A. The C~troctor shall cenflrm dl earthwork quentlUos ~ to stm of ~ct~. Lf mos cm~rrn ~ me umer ma r.ngme~r, me., _ rofequ~ts for stOCkpli"g, remo~x o~ mpermg to eorthiK~k balances ~man minor excess or shortage., ore mcc~,nt~.efl,. It ~ ..w3xjn~.ed' bv the partita hereto mot me cmculouens ~ F~nee b detem~ eer~. ,~rt shall bi accomdished in occoroance ~ me ~ . .Sog~e. ty of O.,d ~..i"e~s.. Stan,dar.ds..~ tach calcutetlanL Furmor, mat mess are sub .j~'t to the intenxetettons d sd .borim]s os ~ i~.~ nmns of ~ vadous sam .t~s, . permK't.~ the controator~..md ~et dl of the~. '. of actual ac~thwo~ mmenms to .comp~.te me. projec~ If such on actual mhor excoss or shortoQe .Enghle~ .to. det.er~..be if edjustm.~t to CtXTe~ the ImlXNence o! eor1~ 9. A. Controcto~ ,ho~ hke et CQ, trocto~s expeqce m...~dent ~ t ..e~,g..,~os to c~u..re .,d.osm~.~. m.m. ,,~pe .. .. SANITARY ~ SYSIEMS 1. SCOPE A. ~he wade under this secUen bciudesLed~lif~ in Mnit°ry du~ se~ monhale~, deanouts and relet .... work shoin in the draw~ stoningme ~t om.sine ........ - to the buld~iq drai~ .as w)ecmqd. wnm me local aura.amy 9n~,. wn~e, .I)~Tn. L~tOn. · e ~ p~ ~ ~s 24 ~ fr 12 ~ m ~y ~o ~t~ ~ ~ .. Stm~.~ tr~ ~ ~ ~y,. . to ~s ~ ~tur~ W~ F.~~-~m~,b~e~~ ~ ~e t~ of t~'~ ~m ~ ix OT u~ md ~b 5' of ~ ~g~ ~.. ~~, by ~ ~ ~. ~e ~ ~ ~ d~ ~ ~ me ~ ~ 1/2 ~ ~ f~t to ~e ~de ~dl. ~~~t to t~ f~ ~ n~ ex~ ~ ~ t~ ~~ ~ by ~ ~v ~m. ~d t~ ~ ~ . . ~d ~ ~ ~ by ~ ~ by ~ ~y ~. ~ u~ -. t~ ~ n~ ex~ 1~ ~1~ ~ b~ ~ b 24 h~ md b b~ ~ dl ~m~ ~ the.~ ~ t~t~ ~ md ~L m me ~L~ s ~ ~ ~bg ~ % ~. dl.~ ~ e~t ~~ ~t ~ to ~~ of ~ of 5~ M ~ ~' ~1 ~ ~ ~ ~ ~ ~ mm~ t~ b ~~ M L St~ ~ ~n~ - No r~f ~ t~y ~~s ~(m9 ~t~ ~ ~R~ ~ ~ ~tab.a mb~ of ~0 ~t ~zmt~ ~ ma a mb~ lB b~os of d~ ~t~ p~ ~ N. Uta~i~ ~ ~ .~ ~ ~ r~l~y.~. ~d ~t~a ~ab~ to ~ ~ m ~ ~ It ~ a~ ~ ~ ~t~ ~ UtUltmS Del~e ~ ~ b ST~ ~ r~ ~dl ~ 6 b~ ~ d~mete ~ of m~ ~1 to ~et ~ ~ ~ of ~ ~ Mthin m~ ~. ~ m~ ~ ~ . . m~y I~ me within 3-u m me ~ ~ ~ ~ let~ ~ to ~'~ ~ STORM ~R ~ 1. ~COPE OS'WORK 1he ~mrk under this eectkm ~ dl ~ ~ ~ H~ ~nty ~ MA~ A. Sl~ ~ lt~ p~ B ~t~y ~~ m ~x~. to ~ ~74. ~ mM~um ~ m~n~ m · e p~ jdl ~ m f~ . ~'- ~' 12 $ H' ~ ~ · e~l ~~ ~bg tO ~ D12~ ~ .. B. ~ r~f~ ~e m~de ~ ~ ~ to ~ C- ~ ~ ~ ~. ~ ne9 ~t~ _ ~ ~ ~ ~ ~ ~nmt ~t ~it~. ~ ~ ~ ~ k~ m~ w}~ m~ t~ ~ _~ _~. t~e C. ~~ P~ffs ~ ~ - ~e btmt of this ~ of the ~~ ~ ~ ~ ~ect~'s b~ ? re~m~s ~ ~' by my ~: cms~ d ~e r~ ~ d~t ~ ~y ~dit~t~ uul~ ~s ma om~ ~ns ~t~ b ~ M~ bstd~ R~ to ~e ~~ of ~he ~. ~y to exbt~ ~t~ ~~~ . n~ ~ ~. to ~. ~o~ by ~1 I~1 ~ stye ~ ~g ~~. ~ ~ ~ ~ty 9~.~t~ ~i~ f~ ~ .~ t~e xr~ ~t ~ o~ .p~e ~ to r~ ~y ~tru~ me pip~ ~ ~ ~ ~ ~ ~y.~ tr~ ~t~ m ~s ~ ~t~ ~o~n~ pr~ ~ ~ ~ ~y d~ o~ the c~tr~ ~ ~ ~. '1~ .ork required under the aectim indudos all ~ete md Mtumb~s ~ md rd~ R~ n~Jo ~ete ~.~ ~t~ m .~ mo ~ b ~ ~tm~ ~g ~t not I~R~ tm M ~r~ ~ ~ b ~tr~ ~its ~s ma ~u~ A. Concrete - Cen~ste ~hdl be ready-raked cencre~e md d~o~ be a mk of ~ecr fine end coor~ ..og~egetes with Portlo~cl ~ment md weter. .. mobture b I~e ,ggregqe. Siu~p.. for herren.we,gm concrete d~d be a mox~num o! 4 ~ om] a minimum of 2. bchos. ~he duma of mochi"e place cmcrete ,hall be no le, s then 1-1/4 Inches nor mere iM~ 3 bohr. Standard lost ASTU C-1Lt ,boll be Lined to measure d.ump. Com~osslve . stremth of concr~t,e et ,,2q. do)m ~dl. All ex, crier cencre~e ~ rmve o,' emrommmx OT 5X kO 8X by valume per AS1U C-260. Retef~.~, dallied cencrete Mil net be ,8owed. Concrete srm, be composed of: 1. Portlend cement - Conform~ ko kSTM C-150, T~pe IA or T~)e IliA. 2. Aggreg~te~ Conformbg to ASlM B. Wdded Steel Mrs Febrk - ~here requ. ir. ed for concrete rei"forcemalt shall confm?n to ASTM A185. C. Premoulded Joint Filer - Stroll be of nm -estm~pg.. t~e meeting ASlM I)-54~. exc?p, t that ~lde~l jbi"t filer uimd In cencfete.. resllknL O. Bltumi"°m Povemmt Meterkda -Mn metedals IXOposed for the construction of bituminous revi~en. st.oqe or .gr~:_.. Crushed grqvel, shall _be.o mmk'llum i)f 35~ crushed moTenm. ~ mm oe iknited to o moximum of 8~ of the total. Meterial ~ be free frem on exce~ of flet, d.engoted, thinly iemineted, soft or dbi"tegroted ,p',~. end Shall be free from fr...o~j:nmts coreco .M!n or,. Cempocted ogg~egote shall be groded os SIEVE SIZE X PASSING " 80-100 70-gO 35-$O 5-10 1 APPUCAllON _eoml~-t.. im to me .requ~ea graaos ena ~eet~ns for ~lte J~o~menc B. Pr.epmetion of:..Sul~r, adc.- R, emoTe q~mgy .,,a~l oth~ unsuitable rra~erlal ena replace stable material No traffic dl be altmmd on ~repered ~eerede prbr to the Sub~rade ahall be compoetea ~,o m of the maximum dr~ _de_e_e_e_e_e_e_e_e~t_'_y es aeter~. ,~a, ay me pro',~., of AASHTO T-gg,. Water ~nm..oe . prevented from standing on me eempaetea sumjraae. O. cumpocted Aggregate Subbose - the thickness m the drmap~., b the minimum th,!dm ,e~ ,of the fully comaact~ aubbose., Comlxx:t~ ~aa ..a,~-emprdh~ by rdli"q ~mn a ?oem, r,oller, ~,kjhi"g, 8 to 10 tops. Gom~actjo a.t. meara proctor dm~y.(AS~t O 1~7) not acceas~e to me roaer~ .me a~jreg~.e, meterial shall be taml~d., mtn mecnenmm rompers or ~th approved bend tampers. L Bituminous Pa~mmt - Hot .as~i~..t ,c~. ere, t,e be .l~nnitted duri"g unfa~arable ~mmner m ~m,.en the temL~Lm_ture b not in cemplienee ~h ~ecden 401.05 Of the INOOT Specifk:ation~. F.Utility Structures - C~eck ~ conect elevatk~ of al manhale covors, ~alve bo~os and aimller ma~e, or nme. maae, my necessary ~justmen~ in such structures. H. Cena'ete Curb 1..E,qxmic~.. Jal~, b: Sixt be 1/2 inch ~kk r, mmodded Ot enos of oil returns and et ~ q)~ing of 100 feel 2. Contraction Jot"ts - Unless othembe ~alnts q~oced 20 feet en center. 3. ~ - Temp.end screed cor~ete os soon os aloced, md e my ~m. ey. S'9~ed Fi"bh squere .caners.. to. V4 radius md other corne~ [o ro~l L Concrete Weks end Exterlor Steps ~: s .q~s. -_~e V4 Inch ~ ~t cr~ In~ es necess~ to proves proper draInage. 2. Oimm.~n. s..- V~k,s end steps Ste, be me course ceastruct~ one of ~ddths end details sho~ on the drawIngs. 3. Fi"~ - Screed cenorete end tro~et wth~ a steel trm~l to a hard dense surface after where'~ k~t .emect,. end et o mmmmm~ J. Curing _Co~rete. -. [xcept cure oll c~ete Dy one OT me memoos in SecUofl 501.1..7 o~_the Indk3no .D~portn~! of UTIUTIES 1.WA1ER A. M water maim ~ be i"stalled end te~ted in oc~ with local standards end requiremeflts. 2. GAS C~ mei"s shown In .the plens ore for informetien only. The leccd gas utiflty is req)mmib~ ~or flncd design end i"stallotion of new gas moms. I OTHER UllLIllES Electric~ T .de_q)hg?~...end CATV lInes shown In ~ R)ens ore for informeUen rely. 1he ~ uuny compenies ere respensme for final design end i"stdletlon of their respective utility fines. .~ Uenhale. d~ll be bedded on a .granular O. B,ockmfl~ ~ ~.o. depth of of le~t .12 ~, ,,tm~,~ foondotk~. ~e gf?~,~ f.oundotion ~1 be m3ove. ,~ .o! .me p.'pa, .l~3ckffi .wire ears. or ........ compacted with ~ibrmory tomp~ 9renumr.mator~s, ~ree .wom. lorge.?t~e~ r....o~c ~ ~'mcmg con=me ..... ~'ogm~.ts, rOOL~ ~ aO~L /~'np mis DOCKnll - P. Nee SanRor Se~er Mae Constmct~n - Contractor 1 - ace cencrete onl m a moist n,,,,a~, t',~+..~,~,~r d,,,, ~ al ~"*ti"" R. rermits eno ~oees - rune intent Ol this section ol .,~ ,,-- --., ....... ~, ~,, ~,.,ab,,,o of or gro..maer .m.m~.~ cen. ta.e~g st.ones of. r...o~s..ngt .moTer,x. _rmc. e no cmcmte un u ,nuuuy m,~,,, ,,-.,,,~-+h,, af mo ,~t'~,~h n,~-~i~ the q)eciflcetiom m thet the centrocter s bid en '-'-.~.d~ ~ ~ ,~. ~. ~ ..... ot~,.,r ~ger .mm, menos. UOCK~ unapt eno wRh~ :). n'ozen gr ...................... ,,,ul.,~ ~m a,~,s~,~ ,,~o ,,.w,~l' w,u, ,.,, ,~ veo or~ a re~:~"'"t'~"l~aSentire prelect "~ ~'~:~=de os .~e ~/ork co.vered ..h~re~ shall, .be...b<}s~..I..upen. the construction chromo..re to be mcor~T'~ed ~o! I~ .... ~ .be.grin, ul.m' materioi only m '-~ " ~ grQwJngs QIIG IIC~IIOI1S ~ [no~ lne ~ -';= ~' bu {' Sllall comerm m race Kanaaros - z, r~-~ -.~Mi i~lllt~l ~ml~l I/~ IIC~ II1~II, WUl , ~,~11%111111111 ahmm on the d/rovings. · the ..original coostr~cflen drowi"g~_ os ~ I ' anou h to e~t led( end substenU~ shall comply wS~ma~ icable codes and ' ' edth inset as soan thorough~ con~x~-ted by approved methods, t~t g . I~. . oge the estobli,hed ,u e. NI other areas ~hdimr cuts ma cenn~mns to axmlng s~w~rs.. .-' of con~ete, aew~ pipe or br~k, smoothly fmbhed ........ ~c~e' ~oc~am~e~ ~'o~cr'~"~ n~t exceed 0.10 v~b~us or minus the ~e .C~.,tr.ct? ,hall,,be.rreq~n~slM~t~ensobffn,~g O. F'~ld Tosti"g - All menholes mu~t be v, cuum tested a~l. of?m~/'cul?~.McUen c~..forming to ~,e, form rdeose be or pi ___- / ,.~ ..... -~ est .obli~.~ grQde. ,All. Ix?.ks end .o~ef.., breoks in ~,_Vorl~l.?~..gs T.~.per~rt~..~T°r~.m .._..~.l~.~K~n~ ~,,, offer i"stalletlen, rel~k or modiflcoUen in occord~ce , In.s_'_m~___mLn~ ~E_ o! ~ ,cennec.tm9 ,ewers.. MaKe_ 3 n .~i"g Concrete - Concrete ,h(dl be = cjraae sram oe rounoea at top ma ~ortom. ~,~,~/~'~,.~,.',Y~'T~,,"'?,,~':'~,~,'~',+'L .... ~h AS~ C1244--9~, Stendard Test Meth.od for ,,~ncrme ..c~m_ .~__ ~ ~e ar grass azaau~,y an.a m. eng~ ~ ~.nosited so as to reauke os little ,,-,,-,,,,,~, ,, ...... z ........... · afire Nr ressure Vacuum Test.mrect~n y uue curtos, rro~ae such cnennms ' ' -'~ ste is -' e,,,,,,,,,~,,, ;,,.,~,,.,,,,t.. inaoectm' m' uUilty suberintendefl{ 48 h~rs ~ Sewer Idenhalea by Ne9 P ( n) T~ i,v oll com;lectino Ma, r. ,~ ,,,,,.h ,,,u,h,d,. ~'e~x~m. 9 os p. rocUco~.'le..When ~ . ....................... to ~commencemmt of'sanitary conductS.- ........................ to~ ~ pldou,,d,. ~ ~ mmosph~ric, t,,,.er~,,at_?e o, ~ ~ ,,r~,, ,,nd,- s,,n,n,,, ~ n,,a n,,,,~ areas - ~ Subdralns - All sulxlralns shall be of the size ..a) .aeg~.eos i. er .mss,.IX~.agrapn tu.~u_m .................. ~ -.- r .... · " ' o1 IrOfl ouon //i ' No Date Aevidon ] C. Ex~..bg. Improvanents...= MaIntain In ol~'~Ing J, UUIlt~ - .It ~ be the re.po.~,y of .ch I · { } - . 8=~ATION9 { .~...-.~ I -....- ~ -..... c~d,tien dl oct,. uu,,t,. -- eno om- c~trocta to .veAty. dl ex, ting utmt~ end I '1 { 1 drains encmmtered In .~ Mwer Inmia{Iotkm. cend{tkxm ia hh ~ of the work. .Repair .to the ..~d. ~ctim of me ovmer eny d~noge If. ~.d.. d..so~contrm~(~ respensib, ity to I I j TOM WOOD BAUER DRIVE LOT ~o ex~ang oct~ ~nprovernmts. comoct m.e..o!Mra of the wto, s uUlities ~fere I I I I I .................. u. ,wofi(m. ~n~, - m, c,m!erm to o, !,oc~,,,s?~e.eno . ~-mng me ~ or the en '..gi~er m eny cnenqas, I I I ~ --./.::~ ~. , r~.-. n." , ....--, ~,. ' ~ ~,-A,'oved n,, I .... na~,~.~, a.~ lo ~ a~r~k~.y mi ~ .cy~.~5_.~__~..~ f~.d ~ theee ~.mm or b -the I { / I O~ state ocjmCleS no,rig Jut flea ~,u,c m mer[e~ or resume~. J "DON'T DIG; BLIND" "IT'S THE LAW" Call 1-800-582-5544 ~,/ 2 Working Days Before You Dig. ENTERPRISE LEASING COMPANY OF INDIANAPOLIS INC. LAND USE: B-6 EDMUND W. MARTIN W/ R. KINNICK LAND USE: B-6 // /,// /,,' /-:/ /~/ ; t'l] /, , .! // // .I / / / i I!t i/ // . / // // I , 1YR.=749.15 YR.=749,72 100 YR.=750.48 // GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST LAND USE: B-6 Landscape Master Plan Scale: r= 30'-0' NORTH  AREAS TF1 BE SODDED OR SEEDED W/ PERMANENT SEED E ~ OR ~ LIGHTS & POLES, AND WALL PACK LIGHTING , UTI LI'FY STATEMENT: The underground u±ili~cies shown hove been Iocoted From Field survey InFormation and existing drawings. The surveyor- makes no guorontee~ thai the ~erground utlUtles COmprise o1{ such utilities in ~he oreo, either in-service or ~b~ndoned. The surveyor Further does not werr~n~ ~h~ the underground uti[itie~ ~hown ere Ir, ~he exect location i~icoted although the surveyor does certify tho~ they ore located os occuro~eiy cs possible rpo~ InFo~n~(ion ovoltoble. The surveyor has no( physically Ioco~ed (he underground utilities. NOTE, DRAYING IS FOR LANDSCAPE ONLY ~ ~j ~ FOR ALL TREES 2.5' i CAUPER 1 ~---~ ~~-/ SuPPom WITH 30HREI0 10( ~ WIRES ENCLOSED IN ~ ~-~TF TRUNK AND SECURE TO 5 II ~4 II wmc,~Ly P~ED .~OWO00 S~<ES ^T OR~E. II ~ I L~ - ~ BITIRE TRUNK TO Hi IIX r~ II / · 3' MIN. MULCHED SAUCER. ~ II ? /----TOPSOIL fiNISH (IRADE · ..- · i~-~'~ cut '~N[, REMOw ~~~~ ~ PLANTI"I; BACKfill TOPSOIl '" ~ "---- EXI~ PING SU 3SOIL OR ~ COMPACTED BACKfiLL ~ LOOSL:'N HARD SUB-ORADE lree Mantinq Detail ~/ SSUP~F m ~ 30HRE~ 10 O~E ~NIZED ~ ~ ENCL~ IN ~ ~Y IUBIN~ AT P~CE R~T F~ ~UNK ~O SECURE TO 3 ~) 2'x2'x72' SLIG~Y HmOH~ ~ ) ~I~NO O~E ~l ~ --~ ~IRE TRUNK TO HEI~ OF SEC~D B~CH. ~E ~W 6'. 1.5X ~~ ~ I ~ · 3' alN. MULCHED ~. ~. A / ~ T~IL  F fiNISH G~E  ~/DRD OF R~T ~. ~~ ~ ~NC ~KR~ TO~aL ~ SUB ~ EXI~ING SUB~L OR Scale: Nff.8. PLANT SCHEDULE CA CORNUSpAoOOA ~ALTERNIFOUA 2.5" C,N.F'ER 7 ..... ~ H~ ~ ~E , , ~ ~ J~ 1 ~" ~ 4 ~ X ~ '~ ~ 24" ~ ZO , , ~A ~~ ~ 5' H~ 10 ~ M~N ~~ ~ ~O ~N~ · * SOIL BACKFILL TO BE 75% TOPSOIL AND 25% PEAT (TAIdPED) PRUNE BRANCHES AND FOLIAOE INTERNALLY BY 1/4 RETAINING NORIdAL PLANT SHAPE NEVER CUT OUT ~ / PLACE ROOT FLARE SLIGHTLY HIGHER THAN ~RF~N LF_~ER ~ / n~ssm Og,~D~. MOUND MULCH ~E~WLY · ~__,~,a.~"m~,"%. / OVER FLARE. INSTALL FERllLIZER TABLETS CUT ANO REMOVE BURLAP ~ ~z" .~ ~. ~ OR SPIKES 3' TO 4' BELOW SOIL FROM TOP 1/3RD OF BALL. "~ ~ '-~. ,,- . ~ - " .3' MIN MULCH IN ALL ~ Roo~LLs REMOW \ C_~ ~.~.% Z.// PLA~m~ B~ ,~D FROU COm~NERS S~,U. ~,, "'m""""~J~'/~-/ SAUCE~. PLANTINGING.BE SCARIFIED PRIOR TO ~ D~IH ,-,,,. :.: .... PLANTING EACKFILL TOPSOIL L L ~ EXISTING SUBSOIL OR ~ \1 COMPACTED BACKFILL -- MINIMUM 2X ROOTBALL Shrub Planting Detail ..... Scale: N.T.S. 11~POR~ ~ DALES: LANDSCAPE SPECIfiCATIONS: 11~eee spedr~ions cov, r the fumiddng of IQbor, plants, equipmmL ~ad motedds to perform kmdscepe operotkms In c""nec~ Mth this c~nstructim project et the Iocotim, ghmm on the I""d~ drowin~ LANDSCAPE MATERIALS: FERTIUZ[~ Gr""utQr n""-~g product composed of not tess th.. 50% er~lc dow ecti.~ guer""teed ..oly~ profes.~nai fa'tiiza';, 21~ nt{r~ea, 10% phosphoric ~ ..d 5[ pote~ by weight er =imii~ty opproved compo~itim. PLANilNG BACtEEJ. SOft: B(~:kfill ~""t pits ~dth the fdlmdng tq~aoi mixk~re: 1 port m-sRe topsoa, 1 port i~rted l~p~, 1 port a~t ""d 1/2 pound I~nt q~dfied fert~izer I~ cubic M. NIT MAERIALS: Pro~ tr~s o,d shrubs os adiceted, Comply MIh sizing md grod~ st""dords of 'Am~ Stondord f~ Nursa'y 5tod<'. Pr~de rely sound, h~lthy vigorous ~..ts free from defects, di,~Nri.g knots. ~.ald inMbs, fro~t ~rod~, flint diseoses, in.'ts or ""y other form of diseose er infesteti"". NI plants ~otl hove fully d~loped form ~lthout PI.N~N~ BED I~LCH: 3 i~ches of Pr~nium grode ~hredded hord~mod muir. ~ EDONC: R~eon block st~ edging 3/16'x4'. PROJECT DECUllON: SlJIFJ.~ACE U~U~ES: C~roc~r shall defoe utJity rme iocot~s I~r to comme,~ ~ /~y c""flict~ bet~em utiit~ Iocotims, exco~tim ""d/or ~dsc~e operates shall be brought [o O~a% ~ttentk~ ~ to commm~g exc~wUo. ""d/or groding ~mrk. Cmlmcter ossum~ reqx~ity for my ul~Ry domoge resul~g from Iondscope operations. CON]~ACTOR ~IN.J. NOTIFY U~LITY LOCAl 382.5544) A MINMN OF TWO WORKIN$ I)A'G PEIOE TO EXCAVA~N. PLANTING £XCAVATI~: ~m ~diti""s detrimmtol to picot Fo.th ~re mcoun~od, such es rubt~ la, odwr~ droim~ e' obstrucl~,, notify oa~r bdere pl""t~j. S~ pl..Ung det~e for ptm~. pruning ""cl ~okbg r~k~tm. SO00ED LA~: C<mmtete all other Iondecope I~""tlngs, machine,, rme cjra~fincj end stoking prior to sodding Imm ~reos. ProWde sodded Io~m for all Imm a-eos utllzing Wc~ren's Turf T~pe Tall F'escue ~ Al~y fertiizer at o rote of 4 pounde of octual nitrogm per 1,000 equere feet. Spreod tq~ec~ over Iown areas to a depth of t~ aches and ~tivate eol to o depth of three ind~es ~or to eodcl~g, ~ bed ehall be in o firm ~t ~ coadrd"" with o rdativdy fine texture oL Ume of eodding. Controcter eholl m~tain eodded beymd rmol occept""ce by mowtncj and watering as required to maintain Wgorous growth during eet~iehment period. PgOJECT WARE~TY: Contractor ehall worron~ trees, shnd~s, and pi~nLs ~ o period of ""e year after date of eubstontiol can~letioa ogoinst detects bduding death and unsatisfactory growth, e~ce~t fa' ddecte reeulUng haw neglect by the Ovmer. obuee er clamoge by othe~e, er unueual phammene er inddente which are beymd inetaller'e cmtrd. Remove a~d r~ace b~ ~ ~ other plmts found to be deed er in unt~lthy Rq~loc~ tr~s md 4d~rub$ which Qr~ in d~ub~l c""dRi"" /IRRIGA~ N~ DURING ~ PERIO0. TO CONTROL ~ MULCH. LATE SUMMBq SE~G DAT~ HAY BE D(TI~ 5 DAYS IF UULC~ ~ INCRF_A~ SE831NO A°PUCATION BY 50~. FIGURE 5-3 WHEAT OR RYE: ,1.5 LBS. 2 ~U. COVER SEED i' TO 1-1/2' SPR~ o,~ 2.3 LeS. 3 eu. cow sam TO ~' Dm~ ANNUAL RY~GR~'S ~ Lt. 4O LrS. COV~R Se~ TO q4- aESP HOT NE~ ~ MULCH IS APPUED. :Seeding,.,.,. Schedule 'cOn fai li Horch 89' PO04 TOiVl WOOD BAUER DRVE LOT I''~'~' ~ O01,mo ,L ..... i 0 ,I I POST TOP SO END & CORNER POST CHAIN LINK FABRIC, (TOP SELVAGE OPTION) RAIL TIE ~ i66" [4-2.2MM] 5/8") OD BRACE RAIL BOTTOM SELVAGE LED HOG RING TURNBUCKLE ADJUSTABLE TENSION 'BAR TRUSS ROD 10'-0" [3048MM] MAX SPACING LINE POST LOOP CAP 1.66" E42.2MM] (1 5/8") OD TOP RAIL //,--LINE POST (ROUND OR "C") LINE POST TIE END & cORNER TOP & BOTfOM PRIVACY OPTIONS POST TOP OPTIONS 'FABRIC OPTIONS STANDARD-PDS FIN/SLAT 1000 Z 0 ~: D ~ ¢'~ I.-- FENCE SECTION ELEVATION - SQUARE END POSTS NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. 3. FOOTING WIDTH TO BE (¢)X POST WIDTH. MINIMUM DEPTH 36" [914MM]. ANCHOR FENCE Products COPYRIGHT Q 2001 MASTER-HALCO, INC.  ALL RIGHTS RESERVED. V by Master-Halco TYPICAL HIGH FENCE SQUARE END POSTS, WITH TOP RAIL &: WITHOUT BARBED WIRE BY: JRR DATE: 09 -26 -95 REV: C REV DATE: 10-23-00 DWG: LAYER: SCALE: 1 -10,.30 5/8" = 1'-0" END &: CORNER CHAIN LINK TENSION WIRE END &: CORNER CHAIN LINK , .. H 1 ,H 2 ~B H-1 B-1 B-2 1 · GRADE i ! i OPTIONAL, OPTIONAL, SPECIFY WHEN ',', ', SPECIFY WHEN REQUIRED. REQUIRED. ~ -10'-0" [504§MM] MAX SPACING I 10'-0" [3048MM] MAX SPACING i L .... J iiI i i I | I i L__J L___J xxxxxxxxxxx i [ l' TENSIO WIRE TRUSS ROD : i iii II I ill L__.J B-2 FENCE SECTION ELEVATION WITHOUT TOP RAIL & WITHOUT BARBED WIRE FENCE SECTION ELEVATION WITH TOP RAIL & WITHOUT BARBED WIRE FENCE HEIGHT END & CORNER POSTS LINE POSTS NOMINAL B- 1 H- 1 B-2 H-2 HEIGHT BAR LENGTH HEIGHT ABOVE GRADE BAR LENGTH HEIGHT ABOVE GRADE 5'--0" [1524MM] 8'-0" [2438MM] 5'-0 5/8" .[1540MM] 7'-8" [2337MM] 4'-8 7/8" [14-45MM] 6'-0" [1829MM] 9'-0" [2743MM] §'-O 5/8" [1845MM] 8'-8" [2642MM] 5'-8 7/8" [1749MM] 7'-0" [2134-MM] 10'-0" [5048MM] 7'-0 5/8" [2150MM] 9'-8" [2946MM] 6'-8 7/8" [2054MM] 8'-0" [24.-38MM] 11'-0" [5:$53MM] 8'-0 5/8" [2454MM] 10'-8" [3251MM] 7'-8 7/8" [2559MM] ....... 9'-0" [2743MM] 12'-0" [3658MM] 9'-0 5/8" [2759MM] 11'-8" [3556MM] 8'-8 7/8" [266¢MM] 10'-0" [5048MM] 15'-0" [3962MM] 10'-0 5/8" [5064MM] 12'-8" [3861MM] 9'-8 7/8" [2969MM] 11'--0" [5555MM] 14'-0" [4267MM] 11'-0 5/8" [336§MM] 15'-8"' [4166MM] 10'-8 7/8" [5275MM] 12'-0" [:$658MM] 15'-0" [4572MM] 12'-0 5/8" [:$674MM] 14'-8" [4470MM] 11'-8 7/8" [5578MM] NOTES: 1. THIS DWG CORRESPONDS WITH DWGS 1-1010, 1-1050, 1-1110 &: 1-11:$0. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. ANCHOR FENCE Products COPYRIGHT (~)2001 MASTER-HALCO. INC.  ALL RIGHTS RESERVED. F by Mosfer-Holco TYPICAL HIGH FENCE WITHOUT BARBED WIRED DIMENSIONS & .SPECIFICATIONS BY: JRR DATE: 09-27-95 REV: REV DATE: 06-04-g8 DWG: LAYER: SCALE: 1-1000 SQUARE TERMINAL POSTS /--- LOOP CAP l_ l I !1 ~ ~ TENSION '/ "' ~/LtN ® END, CORNER, OR GATE POST ELEVATION NOTES; 1. METRIC .DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. 3. ALL MATERIAL TO CONFORM TO .FEDERAL SPEC RR-F-191G (1-25-74). 4. ALL GALVANIZED FITTINGS' TO CONFORM TO ASTM-A155. 5, THIS DWC CORRESPONDS WITH DWGS 1-1010. 1-1020. 1-10,.30 &: 1-1040. ANCHOR FENCE Products COPYRIGHT (~ 2OO1 MASTER--HALCO. INC. ALL RIGHTS RESERVED. Vby Master-Halco TYPICAL HIGH FENCE SQUARE POST DETAILS BY: JRR DATE: 10-03-95 REV: B REV DATE: 06-04--98 DWG: LAYER: SCALE: 1 -1005 1/2" = l'-o" r' x · :~> ~o a [/301 -i I' I" I". I' I" I' I' I' m m -0 , 4o ~ o.o, c,o, o.o. o, o.= m ~ I~x Ix) Z )> "01',,3 FrI~ r~ ~ 0 .~ 0~ ~ o~ 0 : rq ~ " ~' i~ :~'~ :~ ~' ~' Z 'o 'o 'o , 'o ~ m~--I Z :;:0 r-.~ ~ ~ :::or- 0 · 0 ' i ,.--, 0 0 ~ : " [::1:1 O' o ~~ × o _., , < [ SEE SHEET ,1 ] NOTES: 1. ME-rRiC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DiMENSiONS. FOR ELEV &: PLAN 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. c0~r~o,t©200~ ~,.StE,-.,~.CO. ,,,C. SINGLE CANTILEVERED SLIDING GATE aY.' JRR DWO.' · AMXAO061 ANC}IOR l~ ~LL.IemS.eS~RV[O. W/ ROUND OR SQUARE POSTS DAT£: 05-24-9, YRNCR by Mosfer-Holco & VEHICLE STOPPING CRASH BEAM R£V: B LAYER: 2 ISHE£T: 2 PToduct~ ; , *** REV DATE: SCALE: 1/4" - 1'-0'