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HomeMy WebLinkAboutPacket 1-18-05DP/ADLS APPROVAL REQUEST Docket 04110034 Tom Wood Nissan 4150 East 96ta Street January 18, 2005 o . o Development Plan Application Application for Architectural Design, Lighting and Signage (ADLS) Portion of City of Carmel/Clay Township Official Zoning Map . Adjacent Parcel Map 5. Aerial Photograph 6. Exhibit A - Legal Description 7. Color Rendering o South (Front) and North (Back) Elevation Drawings .. East (Right) and West (Left) Elevation Drawings 10. Construction Drawings 11. Signage Drawing and Ground Sign 12. Site Photographs 13. Signage East 96th Street INDS0! LEL 725797vl DEVELOPMENT PLAN APPLICATION (Amendment) Fee: $750.00 plus $100.00 per acre ($750.00 plus $100.00 per acre) DATE: DOCKET NO. Preliminary X Final Received By/Date Amended or Changed Checked By Name of Project: Tom Wood Nissan Project Address: 4150 East 96th Street, Indianapolis, Indiana 46280' Public Hearing Required Legal Description: (To be typewritten on separate sheet and attached) Name of Applicant: Tom Wood Nissan Address: 4150 East 96th Street, Indianapolis, Indiana 46280 Contact Person: Lawrence E. Lawhead __ Telephone: 231-7262 Fax No. 231-7433 Name of Landowner: Wood Mortgage RE, LLC Telephone: 574-0143__ Address: 3003 East 98th Street, Indianapolis, Indiana 46280 Plot Size: 4.277 acres Zoning Classification: B-3 .. ~ Present Use of Property: Office building and adjacent parking lot (to be demolished) Proposed Use of Property: New automobile dealership NOTE: 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 necessary supporting materials. Signed: The undersigned agrees that any construction, reconstruction, enlargement, relocation or 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 of the State of Tndiana and the zoning ordinance of Carmel, Indiana, adopted under the authority of Acts of 1979, Public Law 178, Sec. 1, et seq., General Assembly ofthe State of Indiana, and all Acts amendatory thereto. Owner """A~ent (Typed) Lawrence E. Lawhead, attorney (Typed) STATE OF INDIANA County of Marion SS: Before me the undersigned, a Notary Public for ~(\/"xr~b¼ ,~. ~x (county of residence) County, State of Indiana, personally appeared Lawrence E. Lawhead (name of person) and acknowledged the execution of the foregoing instrument this 19th day of November, 2004 (Notary Public Signature'~) My Commission Expires: (Printed or Typed) Roads i I Zoning Interstate US Highway State Road Major Roads Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Pavement Edge Parcels 0712004 r--] .~ Carmel Clay Zoning ~B-2 ~s-3 ~B-5 ~B-6 ~B-7 r-lc-~ ~c-2 ~i-1 l~M-3 I'-'IOM/M ~OM/MF ~OM/MM / / .. ............... =================================================================== i! 500 0 SCALE 1 ' 9,076 5OO FEET 1,000 1,500 N ttp://216.37.62.70/map/carmel, mwf Friday, November 19, 2004 12:32 PM Roads -----Interstate --- US Highway - State Road Major Roads .... Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive PaVement Edge Parcels 07/2004 Buildings SCALE 1 · 2,137 100 0 100 200 FEET t 3OO ~, http:/1216.37.62.701map/carmel.mwf Friday, November 19, 2004 12:30 PM ,, ssan - ~treet and Bauer Drive East Roads · Interstate ---- US Highway - State Road - Major Roads Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Pavement Edge Parcels 0712004 Color ortho Photo 2003 200 0 SCALE I -2,500 I 4O0 600 200 FEET N f ~ttp://216.37.62.70/map/carmel.mwf Friday, November 19, 2004 12:31 PM, LEGAL DESCRIPTION Part of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Clay Township, Hamilton County, Indiana, described as follows: Commencing at the Southeast comer of the Southwest Quarter of Section 8, Township 17 North, Range 4 East; thence South 90 degrees 00 minutes 00 seconds West (assumed bearing) on the South line of said Southwest Quarter 370.00 feet; thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest quarter 387.20 feet to the place of beginning of the within described real estate; thence South 90 degrees 00 minutes 00 seconds West parallel with said South line 225.00 feet to the Easterly line of a roadway easement recorded in Deed Record 309 pages 627 and 628 in the office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 10 minutes 48 seconds West on said Easterly line 322.80 feet to the point of curvature of a curve to the left having a radius of 225.00 feet; thence Northwesterly curving to the left on said curve and Easterly line an arc distance of 40.23 feet to a point 750.00 feet North 00 degrees 10 minutes 48 seconds West of the South line of said Southwest Quarter; thence North 90 degrees 00 minutes 00 seconds East parallel with said South line 228.59 feet to a point 370.00 feet West of the East line of said Southwest Quarter; thence South 00 degrees 10 minutes 48 seconds East parallel with said East line 362.80 feet to the place of beginning. Containing 1.875 acres, more or less. Also' Part of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Hamilton County, Indiana, more particularly described as follows: Beginning at the Southwest comer of the Southwest Quarter of Section 8, Township 17 North, Range 4 East on and along the south line of the said Quarter section North 90 degrees East (assumed bearing) a distance of 2068.45 feet to a railroad spike, said spike being in the centerline of Bauer Drive, thence continuing on and along said South line 25 feet to the point of beginning, thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest Quarter 387.20 feet; thence North 90 degrees East parallel with the South line of said Quarter section 225 feet; thence South 00 degrees 10 minutes 48 seconds East parallel with said East line 387.20 feet to the South line of said Southwest Quarter; thence South 90 degrees West on and along said South line 225 feet to the point of beginning, containing 2 acres more or less. Subject to 45 feet by parallel lines off the entire South side of the above described real estate for right of way purposes; subject also to the traffic signal easement recorded March 17, 1987 as Instrument//8705799 in the Office of the Recorder of the City of Carmel, Indiana, and show on the plat; subject also to all other legal easements and rights- of-way. Also: Part of the Southwest Quarter of Section 8, Township 17 North, Range 4 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana described as follows' Commencing at the Southeast comer of the Southwest Quarter of said Section 8; thence South 90 degrees 00 minutes 00 seconds West along the South line of said Southwest Quarter a distance of 370.00 feet; thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest Quarter a distance of 750.00 feet to the point of beginning; thence North 90 degrees 00 minutes 00 seconds East parallel with the South line of said Southwest Quarter a distance of 370.00 feet to the East line of said Southwest Quarter; thence South 00 degrees 10 minutes 48 seconds East along said East line a distance of 72.00 feet; thence South 90 degrees 00 minutes 00 seconds West parallel with the South line of said Southwest Quarter a distance of 370.00 feet; thence North 00 degrees 10 minutes 48 seconds East parallel with the East line of said Southwest quarter a distance of 72.00 feet to the point of beginning, containing 0.612 acres, more or less. INDS01 THE 714733vl Date DOCKET NO. APPLICATION for ARCHITECTURAL DESIGN, LIGHTING~ and SIGNAGE FEE: $750.00 (Plus $100.00 per acre when NOT accompanied by a Developmen Name of Project: Tom Wood Nissan Address: 4150 East 96th Street, Indianapotis, Indiana 46280 Type of Project · New automobile dealership Applicant: Tom Wood Nissan Phone No. 574-0143 Contact Person: Lawrence E. Lawhead Phone No. 231-7262 Fax No. 231-7433 Address: 11 S. Meridian Street, I.ndianapolis, Indiana 46204 Legal Description: To be typewritten on a separate sheet Area (in acres): 4.277 acres Zoning: B-3 Owner of Real Estate: Wood Mortgage RE, LLC Carmel' Yes Clay Township: Yes Annexation: Yes Other Approvals Needed: Variance for paving within side yard setback; variance for signage PARKING No. of Spaces Provided: 349 No. Spaces Required' 203 '--... DESIGN INFORMATf'ON Type-of Building: Commercial/steel frame No. of Buildings' One Square Footage: 32,985 first floor/9,121 second floor Height: 27 feet No. of Stories' Two Exterior Materials: Precast concrete/Alucobond panels Colors' textured grey finish/silver and red panels Maximum No. of Tenants' One Type of Uses' Automobile dealership Water by: Indianapolis Water Company (Viola) Sewer by: Carmel Utilities Z:shared\forms\PC application\adlsapp.doc 11/19/2004 Type of Fixture: Lighting Plan to follow LIGHTING _ _ Height of Fixture: No. of Fixtures: Additional Lighting' * Plans to be submitted showing foot candle spread at property lines, per Ordinance. SIGNAGE No. of Signs' See attached Signage Schedule Type of Signs: Location(s): Dimensions of each sign' Square Footage of each sign' Total Height of each sign: LANDSCAPING * Plans to be submitted showingplant types, sizes, and locations I, the undersigned, to the best of my knowledge and belief, submit the above information as true and ,..,correct. / '; _ I, ~i ~ ~ c,:,,-~ Attorney for Tom Wood Nissan """ "Signature of X"Pplicant '~ Title Lawrence E. Lawhead November 19, 2004 . (Print) Date State of Indiana, SS: County of Marion .- q Before me the undersigned, a Notary Public for county, State of Indiana, personally appeared Lawrence E. Lawhead and acknowledged the execution of the foregoing instrument this 19t~ day of November, 2004. My Commission Expires' Ia / ~-'n !o q ~otary Public Z:shared\forms\PC application\adlsapp.doc 1.1/19/2004 SIGNAGE SCHEDULE SIGN SIZE COLOR MATERIALS ILLUMINATION s.r. ....... Nissan Logo $'-10"x5'-0" Translucent Plastic/Metal Plastic/Metal 29.2 Silver , "NISSAN'; 13'-7½"x2'-0" Nissan Red Plastic/Metal Plastic/Metal 27.3 "TOM 11 '-8"x 1 '-6" White Plastic/Metal Plastic/Metal 17.5 WOOD" "SERVICE" 7'-0"xl '-3" White Plastic/Metal PlastiC/Metal 8.75 Monument 6'-0"x5'-7'' Silver/Grey/ Plastic/Metal Plastic/Metal 33.5 Sign Red _ , .... IlqDS01 TI-[E 71471 lvl Z:shared\forms\PC application\adlsapp.doc 11/19/2004 Tom Wood Nissan - 96th Street and Bauer Drive East i Roads Zoning Interstate US Highway State Road Major Roads Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Pavement Edge Parcels 07~2004 Carmel Clay Zoning ~B-1 ~B-2 lllB-3 ~B-5 ~B-6 ~B-7 ~B-8 ~0-2 ~M-3 ~OM/M ~OM/MF ~OM/MM 5OO 0 SCALE I · 9,076 500 1,000 FEET I 1,500 N ~ttp://216.37.62.70/map/carmel.mwf Friday, November 19, 2004 12:32 PM Tom Wood Nissan - 96th Street and Bauer Drive East Roads ~ Interstate --- US Highway --- State Road ,, Major Roads ........... Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Pavement Edge Parcels 07~2004 Buildings i SCALE I ' 2,137 /~ ~~ " I- ,~ I 1 oo o .1 oo 200 300 FEET http:l/216.37.62.70/maplcarmel.mwf Friday, November 19, 2004 12'30 PM Tom Wood Nissan - 96th S treet and Bauer Drive East Roads · ---- Interstate ----- US Highway --- State Road Major Roads Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Pavement Edge ............ } Parcels 07/2004 ~ Color Ortho Photo 2003 200 0 SCALE I · 2,500 1 I I 400 600 200 FEET N qttp:l1216.37.62.70/maplcarmel.mwf Friday, November 19, 2004 12:31 PM LEGAL DESCR_I?TION Part of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Clay Township, Hamilton County, Indiana, described as follows' Commencing at the Southeast comer of the Southwest Quarter of Section 8, Township 17 North, Range 4 East; thence South 90 degrees 00 minutes 00 seconds West (assumed bearing) on the South line of said Southwest Quarter 370.00 feet; thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest quarter 387.20 feet to the place of beginning of the within described real estate; thence South 90 degrees 00 minutes 00 seconds West parallel with said South line 225.00 feet to the Easterly line of a roadway easement recorded in Deed Record 309 pages 627 and 628 in the office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 10 minutes 48 seconds West on said Easterly line 322.80 feet to the point of curvature of a curve to the left having a radius of 225.00 feet; thence Northwesterly curving to the left on said curve and Easterly line an arc distance of 40.23 feet to a point 750.00 feet North 00 degrees 10 minutes 48 seconds West of the South line of said Southwest Quarter; thence North 90 degrees 00 minutes 00 seconds East parallel with said South line 228.59 feet to a point 370.00 feet West of the East line of said Southwest Quarter; thence South 00 degrees 10 minutes 48 seconds East parallel with said East line 362.80 feet to the place of beginning. Containing 1.875 acres, more or less. Also' Part of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Hamilton County, Indiana, more particularly described as follows: Beginning at the Southwest comer of the Southwest Quarter of Section 8, Township 17 North, Range 4 East on and along the south line of the said Quarter section North 90 degrees East (assumed beating) a distance of 2068.45 feet to a railroad spike, said spike being in the centerline of Bauer Drive, thence continuing on and along said South line 25 feet to the point of beginning, thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest Quarter 387.20 feet; thence North 90 degrees East parallel with the South line of said Quarter section 225 feet; thence South 00 degrees 10 minutes 48 seconds East parallel with said East line 387.20 feet to the South line of said Southwest Quarter; thence South 90 degrees West on and along said South line 225 feet to the point of beginning, containing 2 acres more or less. Subject to 45 feet by parallel lines off the entire South side of the above described real estate for right of way purposes; subject also to the traffic signal easement recorded March 17, 1987 as Instrument #8705799 in the Office of the Recorder of the City of Carmel, Indiana, and show on the plat; subject also to all other legal easements and rights- of-way. Also: Part of the Southwest Quarter of Section 8, Township 17 North, Range 4 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana described as follows: Commencing at the Southeast comer of the Southwest Quarter of said Section 8; thence South 90 degrees 00 minutes 00 seconds West along the South line of said Southwest Quarter a distance of 370.00 feet; thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest Quarter a distance of 750.00 feet to the point of beginning; thence North 90 degrees 00 minutes 00 seconds East parallel with the South line of said Southwest Quarter a distance of 370.00 feet to the East line of said Southwest Quarter; thence South 00 degrees 10 minutes 48 seconds East along said East line a distance of 72.00 feet; thence South 90 degrees 00 minutes 00 seconds West parallel with the South line of said Southwest Quarter a distance of 370.00 feet; thence North 00 degrees 10 minutes 48 seconds East parallel with the East line of said Southwest quarter a distance of 72.00 feet to the point of beginning, containing 0.612 acres, more or less. [NDS01 THE 714733vl lorn VVOOd l~,i issar~ Roads Interstate US Highway State Road Major Roads Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Parcels 07/2004 Carmel Clay Zoning DB-1 []B-3 ~a-5 SCALE 1 ' 10,955 500 0 ~ 1,0OO 1,500 FEET N http://216.37.62.70/map/carmel.mwf Wednesday, January 05, 2005 3:58 PM Tom Wood Nissan Survey Boundaries ~ Township Lines Transportation Abc Interstate Hwy Text Abc U,S, Hw"yTe×t Abc State HwyText Interstate Highways U.S. Highways ~ State Highways ~ Primary Roads ~ Parcels Aerial Photos (Please pick only one) ~ 2001 Aerial Photos SCALE I ' 2,862 200 0 200 400 600 FEET N http://vc¢cw.co, ha milton.in, us/maps/cou nty. mwf Wednesday, January 05, 2005 4:25 PM Tom Wood Nissan Roads Interstate US Highway State Road Major Roads Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Parcels 07/2004 Corporation Boundary LAKEWOOD DR N :ENTRAL CT C~ © Z BRIDGER DR N DOTy LN E 98TH ST BAUER DR W BRIDGER DR S :'~ VA L DR BOINE CIR THST ' 96TH ST 96TH ST 96TH ST 9~TH ST E 96TH ST 96 rH ,ST E 96TH ,S~i~ 96TH ST 96TH sr N SCALE 1 '9,910 ~oo o ~oo ~,ooo ~,~o~ FEET j ' ~ttp://216.37.62.70/map/carmel.mwf Wednesday, January 05, 2005 3:55 PM Tom Wood Nissan Survey Boundaries ~ Township Lines Transportation Abc Interstate Hwy Text Abc U.S, HwyText Abc State HwyText Interstate Highways U.S. Highways ~ State Highways = Primary Roads ~ Parcels Aerial Photos (Please pick only one) [] 2001 Aerial Photos SCALE I ' 11,447 1,0OO 0 1,000 2,000 FEET ~ http:l/www.co.hamilton.in.us/maps/county.mwf Wednesday, January 05, 2005 4:11 PM Tom Wood Nissan Legal Description Part of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Clay Township, Hamilton County, Indiana, described as follows' Commencing at the Southeast comer of the Southwest Quarter of Section 8, Township 17 North, Range 4 East; thence South 90 degrees 00 minutes 00 seconds West (assumed bearing) on the South line of said Southwest Quarter 370.00 feet; thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest quarter 387.20 feet to the place of beginning of the within described real estate; thence South 90 degrees 00 minutes 00 seconds West parallel with said South line 225.00 feet to the Easterly line of a roadway easement recorded in Deed Record 309 pages 627 and 628 in the office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 10 minutes 48 seconds West on said Easterly line 322.80 feet to the point of curvature of a curve to the left having a radius of 225.00 feet; thence Northwesterly curving to the left on said curve and Easterly line an arc distance of 40.23 feet to a point 750.00 feet North 00 degrees 10 minutes 48 seconds West of the South line of said Southwest Quarter; thence North 90 degrees 00 minutes 00 seconds East parallel with said South line 228.59 feet to a point 370.00 feet West of the East line of said Southwest Quarter; thence South 00 degrees 10 minutes 48 seconds East parallel with said East line 362.80 feet to the place of beginning. Containing 1.875 acres, more or less. Also' Part of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Hamilton County, Indiana, more particularly described as follows' Beginning at the Southwest comer of the Southwest Quarter of Section 8, Township 17 North, Range 4 East on and along the south line of the said Quarter section North 90 degrees East (assumed bearing) a distance of 2068.45 feet to a railroad spike, said spike being in the centerline of Bauer Drive, thence continuing on and along said South line 25 feet to the point of beginning, thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest Quarter 387.20 feet; thence North 90 degrees East parallel with the South line of said Quarter section 225 feet; thence South 00 degrees 10 minutes 48 seconds East parallel with said East line 387.20 feet to the South line of said Southwest Quarter; thence South 90 degrees West on and along said South line 225 feet to the point of beginning, containing 2 acres more or less. Subject to 45 feet by parallel lines off the entire South side of the above described real estate for right of way purposes; subject also to the traffic signal easement recorded March 17, 1987 as Instrument #8705799 in the Office of the Recorder of the City of Carmel, Indiana, and show on the plat; subject also to all other legal easements and rights- of-way. Also: Part of the Southwest Quarter of Section 8, Township 17 North, Range 4 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana described as follows: Commencing at the Southeast comer of the Southwest Quarter of said Section 8; thence South 90 degrees 00 minutes 00 seconds West along the South line of said Southwest Quarter a distance of 370.00 feet; thence North 00 degrees 10 minutes 48 seconds West parallel with the East line of said Southwest Quarter a distance of 750.00 feet to the point of beginning; thence North 90 degrees 00 minutes 00 seconds East parallel with the South line of said Southwest Quarter a distance of 370.00 feet to the East line of said Southwest Quarter; thence South 00 degrees 10 minutes 48 seconds East along said East line a distance of 72.00 feet; thence South 90 degrees 00 minutes 00 seconds West parallel with the South line of said Southwest Quarter a distance of 370.00 feet; thence North 00 degrees 10 minutes 48 seconds East parallel with the East line of said Southwest quarter a distance of 72.00 feet to the point of beginning, containing 0.612 acres, more or less. Also, the south 9.3 feet by parallel lines of the following described real estate: Part of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Hamilton County, Indiana, more particularly described as follows - Beginning at a point on the East line of the Southwest Quarter of Section 8, Township 17 North, Range 4 East, 750.00 feet North 00 degrees 10 minutes 48 seconds West (assumed beating) from the Southeast comer of said Southwest Quarter, thence North 90 degrees 00 minutes 00 seconds West parallel with the South line of said Southwest Quarter 598.59 feet to a point on a non-tangent curve, the radius point of which bears 225.00 feet South 79 degrees 34 minutes 36 seconds West from said point, thence Northwesterly on and along said curve 105.29 feet to a point which is 225.00 feet North 52 degrees 45 minutes 51 seconds East from said radius point, thence North 52 degrees 44 minutes 18 seconds East 123.42 feet to the point of a curvature of a curve to the right having a radius of 50.00 feet, thence Northeasterly on and along said curve to the right 36.14 feet to the point of curvature of a reverse curve to the left having a radius of 50.00 feet, thence Northeasterly on and along said curve to the left 82.16 feet, thence North 90 degrees 00 minutes 00 seconds East parallel with the South line of said Southwest Quarter 454.28 feet to the East line of said Southwest Quarter, thence South 00 degrees 10 minutes 48 seconds East on and along said East line 230.11 feet to the place of beginning. ALUMINUM GLASS OVERHEAD DOORS Front Elevation NOT TO SCALE WHITE DEALER S~GNAGE ALUMINUM FRAME CURTAiNWALL- SYSTEM W!TH SILVER METALLIC FINISH AND LOW 'E~ GLASS LLUMINATED NISSAN RED SIGNAGE Rear Elevation NOT TO SCALE REV. 1/4/05 PRECAST CONC. WALL PANELS W/ SCORE PATERN AS SHOWN W/ '"-- TEXIURED ORAY PAI~I'ED FINISH LEFT SIDE ELEVATION .~LE: 1"--10'-O" PRECAST CONC. WALL r--- PANELS W/ TEXTURED GRAY PAINTED FINISH ,,.u,.uM ~E .- ,~s REAR ELEVATION -- OVERHEAD DOOR SCALE: 1'=10'-0 ALUMINUM FRAME STOREFRDNT --WINDOWS W/ SILVER tIE[ALt.lC FINISH & CLEAR GLA~S PRECAST CONC. WALL PANE:L~ W/ SCORE: P~ECAST CONC. WALL PAT]'~RN AS SHowN W/ PREC..AST CONC. WALL ~ PANEI~ W/ TEXTURED '-'- ~ PANELS W/ TEXTURED ~ GRAY PAINTED FINISH TEXTURED GRAY PNNTED FINISH i *~-I*'**'/'~: * ~ ~i';::i'~,!:i!":~ 'i~.!':~:.:~:.' :' ..'.~ '.i' .~ :;. :":' i.';':""~.:i! ~.'i:~ ~-;i. ~!'.~'.'.'.':; ',.:::~:~" ~"..' :':~' :.i. PRECAST CONC. WALL r"-- PANELS W/ TEXTURED SCALE: 1'-10'-0 122'-0' T/ENTRY ELEMENT 112'-0' T/PARAPET ALUMINUM FRAME & GLASS OVERHEAD DOORS PRECAST CONe. WALL r'-PANELS W/ TEXTURED GRAY PNNTED FINISH ENTRY ELEMENT IS CLAD WITH 'ALUCOBOND' COMPOSITE PANEL SyS3rEM (COLORS: SILVER & RED) ALUMINUM FRAME CURTAIN WALL SYSTEM W/ SILVER METALLIC FINISH & CLEAR LOW 'E' GLA~S, FIXED EXTRUDED ALUMINUM /--LOUVER SYSTEM W/ SILVER METALLIC FINISH 127'-0'  T/PARAPET T/CURTAIN WALL ~~.~11 I ~,~ ~ ~ ~ PRECA~T coNc. WALL ~'~[' -- . I -~'~.~ :~11 PANELS W/ SCORE ~'~"]t .... '1., · PA'r~ AS SHOWN W/ . ~ ': ' t. ~ I ~'1 TEXTURED ~RAY PAINTED FRONT ELEVATION SCALE: 1'=10'-0' , · - ~ ~ - ~=-~_ ._ >~ PRELIMINARY ELEVATIONS P 211 SW 1/4 SEC..8-T17N' R4E CONSTRUCTION DRAWINGS FOR "TOM WOOD NISSAN" 3850 BAUER DRIVE INDIANAPOLIS, INDIANA, 46260 ~cale 1'=400' Stele 1"=~1000' E. 96TH STREET PROJECT MAP Scole 1"-100' Prepered fort TOM WOOD .SUBARU 300,3 E 98th' Street Indi~napo~ lncr~na 46260'- (317) 574-O143- Larry Held ~rol~ ~ Ind. I~tr~'t~ No. 880573 DATE= 1/04-/05 fal.con ENGINEERING, INC. t3~IO ProNse Ro(zd, Nob[esvltl, e, IN 46061) Phone~ (317) 941-3t41 F~x'- (3t7) 641-9951 ~/m/04 144.0 AS NOTED 1 OF 18 RD~O~ ALL E)OSTIN0 DRI~ PNVEId~T, & PARI(IIqO LOT PAVEilENT FOUND (iq RF. MOV[ ANY DMA(Z~ UNDERORNNS UNDER ]1.{[ DOSIIMO SIREL'i' FOUND ~ PAWiG ~ Ti3 EXZS11NC BAll< OF CURBS. SANF[ARY TC=745.2B ~NV(~)=7~S.~-~'PVC INV~S)=735.78-8'PVC t RBIOVE ALL DOSllNG PAYMENT, & PARKING ~T PA~T F~ ~O~ ~Y D~A~ ~ ~PA~ ~ ~. '-~ ' I REMO~ ALL E~SllNO DRt~ PAMg,IENT, & Pi~RKING LOT PA'~..UENT FOUND ON 11.15 ~ITF.. R~O~ ANY DAMAGED UNDERDRNNS ~ 1HE E~IS11NO STREET FOUND ~ PA~N$ UP 10 REPLACE ANY DNdA(~D UNDER THE FOUND WHILE PAVING EXISllNO BACK C~Z SANITARY ~ANHOLE ~ 15' DRAINAGE EASEMENT 228.58' (EASE. BK 4, PG 708-709) -~, ' (228.59' DEED) TELEPHONE PEDASTAL WOOD MANAGEMENT RE, LLC LAND USE: B-3 REMO~ D~S'TI~G ASPHALT SHRUI~ FOUNO WOOD MORTGAGE RE, LLC INSTR. NO. 200000061814 AREA = +1.875 ACRES AND ~A~ RE,IMPING ~ Fm ~ BUIU~INO'$ U~ CURBED ASPHALT msnm 6' SkNITARY ENTRANCE ////- swm ~R~..m~..o LAI'ER~ 'ALU. BE USE~ BY g 1 -STORY FRAME A MASONRY CURBED ASPHALT ~ ENTRANCE 15' D.RAINAGE EASEMENT'~ 4, PG 708-709' WOOD MANAGEMENT RE, LLC LAND USE: B-3 WOOD MORTGAGE RE, LLC INSTR. NO. 9709702095 NET AREA (LESS R/W) = J:1.610 ACRES ' YAOAIlON OF DIISI}IO RF~. 5.6' --2~ ~ ~5-~.oo'~ ~ ' PROPOSED PURCHASE TRACT NO BUILDINGS :l::0.612 ACRES WOOD MANAGEMENT RE, LLC LAND USE: NBr'JO'lT'W 37O.oo' HEDGE FRAME BUILDING ON CONCRETE FLOWLINE OF DITCH. NOT A LEGAL DRAIN PER HAMILION COUNTY SURVEYOR'S OFFICE INDIANA BELL TELEPHONE COMPANY, IN RPORATED LAND USE: B-3 VACAlION OF DQSTING 15' ~A~ ~ RE:QUIR~D. REMO','E EX~STING 15' CMP INDIANA BELL TELEPHONE COMPANY, INCORPORATED DR 276, PAGE 253 DR 276, PO :534 iCTRIC BOX INDIANA BELL TELEPHONE COMPANY, INCORPORATED' DR 276, PAGE 253 GRAPHIC SCALE/ 1 ii,ob - MO fL I V~RE FENCE 1.5' WEST OF LINE. WOVEN ~RE FENCE 0.3' EAST TO 0.3' WEST OF LINE. AN 'lB FOOT SLAB TOP CUL~'ERT. klAmON-HAMILTON COLq4TY LINE OH ~,..~1. FOOT EAST OF'-A PO~t~RPOLE GEN~RaLL~ aLONG..'~'I~ E~'T OF' r BLOC~ I~ALL MAG NAIL 3~.7 FTET SOUl14 OF r BLOCK w~LL AND 21.~ EAST OF 8' ~-0~m(- ~ ~ ELE'VA1}I~H ~ I _~na]3 MAP INFTIRMATI[II',I p,,.O00 INSIJRAI~ RATE: MAP J Al~.a..% PM~L ~. MAP , 1~.'<C~.3~, B'~.ClW~ DA. RED HAWK TRUST INSTR. NO. 9609635824 GRAPHIC SCALE I inah ,, 50 ~ kllY DkMAOI~ UNDI~NNS ~ 11~ B~SIlNG SlRET F0~ lilLE PA~NG ~ TO F. XSI1N0 BACK OF CURBS. RED HMW~ TRUST INSIR, NO, 9~0~6.15824 LAND DESCRIPTION (.mtrum~t No. Part of the South Half of the South~t Ouode of S~:li~ ik Towa~tp 17 North, Range 4 £umI in Clay To,mgm, Homltun ~aunty, Commendelg at the Sautheeet cm~r of tl~ 5uuthwast 00od~' ol SeGUon 8, Tomlmhip 17 North, ~ 4 Emi; theflc~ $oulh 90 IXl§me~ IX) minutes O0 eeoond~ Wm (assumed bearing) on Ihe South line d said Southwest Out'lc 370.00 kltt thence North O0 degrees 10 mhJt,- 48 mx,ntis West pan:da re{th Ihe East I~ Dr ~ South,~t quarte" 387.20 teet · lthk dualbed rml -,kote; Ihmce South ~0 degree~ O0 minutes O0 ~eonds Weat parallet Mth m~l South ~ 22500 Wet to the £a=tm-ly I~e of o roadway on.mint reeurded In Deed Rec:ard 309, pages 62? md rz8 k Ihe Oflke Ce.,ty, I. diarm; thrace Nerl~ O0 d~ 10 mlmJi~s 48 ~ .We~, t on .mid i 0uortec thmue Nodfl 90 d~ O0 mi~es Q0 eecmd~ East parallel with ~ South line 22&5~ Imet to o Ix~nl. ,g~.lXI l~t Weel of ih~ Est rme of ~ Southwe,t Qu~i~ ibmc~ South 00 d~m 10 mkuies 48 ~.mnd~ Eo~t porolkd Mth ~id Eat ine 362.K h~t to the ptoee of beglnnlr~ Cmtol~lq 1.11'/5 ~ mo~m or ~ L~ND DESCRPllOH {mm Ne. m~09~) PkRT OF IHE SOUIHIEST QUARTBI OF ;-C]ION 8. TOWNgI~P 17NOR1H, RANG~ '4 [AS] IN HkMETON P~TICU~¥ DESC~ AS CONTNNING 2 ACRES, MORE I~ LESS. LAND DESCSIPllON (CO~imENT NO, 354~1~, PI~ Parl af the Seuthwasl Oumte e! Secttm L lmmmhlp 17 Nedk Ranc~ 4 £a~ ol the Y,~ Ptindp~ Mind,an h (]ay lo~, Hamltm Caunty, k'~ ~ m ~ at t~ .~utl'~mt Com~ of the Southvms'c ~ oI ~ S~tlm B; t1~ pon]t~ with the ~ont ~ of ~ eeutl~mest quort~r a listmce of 750.00 ~at to the Polflt of mlmdls Il0 eecomls E~st poro~ ~h the sooth line of s~ aoothwst qulxkr o dlstmon d 570.00 kef to I~e ~ me ~ sou muth~t quort~ Ihonm South 00 dqrue 10 m]nute~ 48 eecond~ £ont d~cj st~ emi ~ o dislAnm of 72.0e ~t; thrum Smth ~0 dsgrees 00 minutes ~8 sqKs~ds W~st pordlel-Mth the south Ibc of sot6 smthwest quo't~ o dktmc~ of 3~.00 ieeb tl~nee Nerth Q0 dqrees 10 mk~J{es s~onds £ost p~rdlet 4gth the mst ITm of ~ sQuthwast ~ e dls~e of 7200 kef to ~he Point at LAND DESORIPTION (COJ~ImDtT 140. ,,,154~., ~ G,~ I~Y~RNG) Port d tim Southmmt Guorlm- of ~-ctlon & lommlhlp 17 North, Rong~ 4 EQ~t of ~ ~ PfIndple Meddlon h Cloy le~mmhlp, ~ al lh~ S~UthK~t Cm.r d th~ Smltm~ Ouorl~- of ~okl S~ctkn 8; t~ Norlh 89 dqrm{ .t0 mlnutm 17 m West otto9 I~e ~outh rme of mid aeuthwast quorter a dlstmc~ of ~70.00 feet; thence North IXI ~myees 2a re{tortes 49 ~e,~nda Emt pordd wYdl lh~ lilt ~ of IoM ~outhwalt epJady o dt~tunc~ of 750.OU ~ to the P~I ol 6~jmlnl; hn= South 89 d~ree, ;~ P~nui. 17 .cmd~ £mt poroAd ,Ith ~ ,outh ile of ~ ,outhw. t quort~' o d~tonc~ of 3~00 ~t to th~ ,esi ~ of ~ ~outh~i quo~L~ II~n. 9outh 00 dqreem 28 mir, urn 49 ~condm h~t dong ~ ~o~! lin~ g ~mce d 72.00 leer ttNmc~ Nodh 89 degm~m ~ minutes 17 lece~ W~ porMld ~lth the .outh line of ~ muth~t ~o'lm o dtmtQ~.,~ of Y/O. D0 feet; thrace Nerlh 00 d~ 2B mlnute~ 4g ~ Emi pero~d dh ~ m~t rm~ of ~old ~ult~ quod~ o dkiQn~ of 72.00 Im to lhe Poini ol Beginnl~9. c~rdni'tlml M12 m~ m ~ k~ "DON'T DIG BLIND" "IT'S THE LAW" Call 1-8OO-382-5544 - 2 Working Days Before You Dig. A BRONZE PLATE SET IN $OUIH END OF I~E ~ PARAPET ~ t8 F~T ~ ~ ~T. ~. ~8 ~ N~ ~ M~T~ ~ ~E ~ ~-~1. ~e ~ ~ ~T ~ ~ ~T ~ ~ L T-I?~ R~ ~A~ ~ 74~Jl ~A~ ~ 74~1~, · 7~1~ FLDD~ HAP INFFIRMATIBN ~ INSI~ UTE MAP ~ SI1E D(IES NO]' U[ {]WIN A R.DOOWAY OR ~AY ~ pAI~r.L 23~, MAP # 1SO~TCO~, DlrF. C11VE DA~ Iq~UM~ tt ml~. tw IE IS ZlZ~ T. C~mb,'oclm' t~ e. mt~t ~ Ugllil lot Stultify ~ ~ Wtlr Mak I.J~Qtss I~f~rs my m~sb~etkm em begin. (.117) 571-2~4~ INo.t Date I ReTision ~.; · { J m J m ~,mu m~vmm J I I ]:13110 Praise Rood. N~les~le, IN 46060 B41-3141 Fu~ (317) Setbacks Plato Date Tom Wood Nissan. o. $ 1 Cannel, Clair .To~-h~ HamHLon CountT. ~nne J~ p..~ By I ~r.~ ~y } Checked By I lpp .... d By [lheet ~o PROPOSe) 6' WKERMNN & NEW HYI3RNqT ~ aT/OF C/atlE~ RRE MARSHAL REPLAC~ ANY DAMAG~D ~S UNDER 'IHE [XISI1NG S1REIT FOUND titlE[ PAMNG UP ~ D~STINC 8AC~ ~ CURB~ cug~ REM0V[ E:X]S'~NG 2' 2' ~NITARY ~ANHO~-X TC=744.~5.\ INV(N)=754.51-8'PVC IN V(S'W)=734.83-8"PVC ' · IflV(S)=734.45--8'PVC CURB TC=743,47 INV(£)=73&BO-12'RCP STORM EMPLOYEE PARKING PROPOSED BUILDING F.F.-74.6.75 gREASE & OIL 225.00' DUMPSTERS WOOD MANAGEMENT liE, LLC IAND USE: B-3 PROPOSED 6" FIREU~ --IN STIL'7-N 0:-g5'64628' ·-- ~ g' ~aql~l.T ~IH ,id 96TH STREET SALES BUILDING SE]BACK INDIANA BELL TELEPHONE COMPANY, INCORPORATED DR 276, PAGE 253 DR 276, PG 334 10' BUFFER YARD SE]BACK _ INDIANA BELL TELEP ONE COMPANY, INCORPORATE.q( LAND USE: B-3 RELOC&IE [XiSIIN~ ~ & GUY 1MRE 5' EAST OF D~'IlNG LOCA'flON. GRAPHIC SCALE LEGEND 6' STRAIGHT CURB PIPE BFILLARD "DON'T DIG ADA RAMPS IT'S THE CBH~]NED STRAIGHT CUR~ ~ PAVER ~LBCKS 'Coil 1-800-382-55~ 2 Working PARKING SPACES Before You Dig. BLIND" LAW" REQUIRED PARKING SPACES .r 1 SPACE PER 300 SOFT. OF SHOWROOM 2,7OO SOFT. BLOG/300 SOFT. = 9 1 SPACE PER SERVICE BAY 3;5 SERVICE BAYS x 1 EACH = 33 1 SPACE PER 2000 SOFT. OF OUTDOOR DISPLAY AREA 126,910 SQF;T. DISPLAY/2000 SOFT.- 63.46 TOTAL REQUIRED SPACES '= 106 TOTAL SPACES ' [-[LrIrl~ MAP INFORMATION / / ~ ~11[ ~ NOT UE ~ ~ R.OGOWAY OR FIJ3GO~WAA. Y / ~ pAHEL 2~. ~ I~ 1~0~7C02-~F, [FF[C31~E OAI~ OF C[NI~LJNE OF ~ I~IH Sl'IG~', ~ jes.oe PE~T rwr~?4T, 12' N01~ (IF £A~ PROPERTY ~ OF' SUI~CT IRACT ~AtlON OF ? 3. . C~nb~clor to .eaate¢t ~ UtltUM for ~lt~y I. eMtaI I~,re ,a~y ~I~etlea cea II)e~ln. (317) 571-264.S ~ENCHNARK M,I la FOOT ~ TI~ O,a.%~.RT. aLSO, O.S ~ NOR1H OF T-'I?-N, R--4-"E, B.,EVATIOW OF MAG NNL 11.B5 FEET rAST I~' ~ 19.31 FELT SOUlI. I OF SUI~CT I~R1H ~rYAll~ OF 745.17. gAG NAIL 17.17 FEET EAST 'OF' C~1ERUNE OF BUAE~ i 64 106 :565 ., I I 30" RCP "--~. INV=737.15"~ I PARKING LOT BREAKDOWN SALES DISPLAY 53 SALES INVENTORY 176 SERVICE STORAGE 65' EMPLOYEE 55 CUSTOMER lB TOTAL SPACES 365 NOES: 1. P~-~s ~r the e~uhdmt ore r~tuir~l on dl water ~w installatim. 2_ N~ (m-site mae~g with ifle inapector must be ~Ied before any construction may 3. Tracer wire must be installed With ,el water ma~ laid in Cra'nd. 4. Wm'nin9 Lape must be installed 12" to lB" d~o~e the ~ot~ main. 5. Use a 6' piece of PVC pipe to mafl~ the watar service stub ~ os-built infoFmaflo~. MATCHLINE RED HAWK TRUST INSTR. NO. 9609635824 LAND DESCRIP'flOH (~m~m,,t ~ ~moo-mm4) · Port of the Soul~ H(df of the 5outh~t Qum~m' ot Sec:tto~ B, lmmahip 17 N~rth, Ro~9e 4 E~l in Omy low.aha. Homlitm C~unty, ~ia, ~ I fd~ Qmmwnctng at I~ ~mlhI~It cem~r o! the Southwest Qum'te of S~"[im 8, lo~mh~ 17 Na'th, P.m~je 4 last t~nc~ ~uth I0 ~ D0 II~tes IX) I~ Wit (,l~mmted bee~) an ~e So~h I'me Of ~ Southwest I~JQrte' .T70.O0 bat; the~e North dmZ,. 10 mbul~ 48 ,ec4w~ W.I ped,I ~ith tM Emt I~ of ~ Southw. t quort~r ~87.20 f~t to th~ .tthln ~ rM .tare; Ih~ Sauth 90 d~,'~ O0 mlnut, uu r,e~nds W.t pe. Mlel atlh ~ South I~ 225.00 M~t to the F. mtaty ~ of o roQd~y ~mmt. m:a'ded I. ~ Rem'd ;~9, IC~JeS 627 ,nd 62S in the Oflles of the R~,m'~r of Couaty, ~ thlmee North O0 degrNs 10 fr~3utes 48 Mamds Wear on Mid Eastagy line 322.80 feet to the point of cu~otm'e of GJWe te th~ tefl he,in9 o ~ of Z?.5.00 I~; thm:e Nodhwest~y curVe~ to the left m~ ~ cur~ md E. mtmty ii~ dtsto,m of 40.25 tm[ to o print 75~.00 bmr Nodh DO de~n~s 10 f,~AJtu ~8 uecmds ~t of the Seuth llm of ~okl SmJth,,eat of ~e Ea~ I~e ~ ~d Saufl~t Q~rter;, the.ca South O0 de~ree~ Tu it~ ~ ~ lmst ~ mm Iam ~ . feet f~ the ~ d I~t~n~ Cofltoinlng 1.675 acres, mere er ~ LAND DESCRIPTION (msm. NO. 970~702095) PkRT ~TH£ S(XJtHtCu~T OUkR~E~ OF. SECllON &.TOWNSFtP 17 NORTH. RkN~[ 4 FAST. IN HAMILTOH COUN~OIANA, MORE PkRTICULARL¥ D[SCRIBED AS ~ 9E;gNNtNC AT A ~ SOU1HmEST CORNER ~ TH[ SOUlt~VlI~T QUNHI]~ Or ~C'11(:14 8, 1T~ 17 ~RTrl, RN¢C[ 4 E~ ~55 N. DN~ 1YE S(x)m LINE: OF' mE S~J0 ~AR1D~ SEClION NOR1H 90 DE:CR~:[S [kST (;~StJia~ IE_Ala4G) A DISTAN(Z OF 206. ~ TO 1HI POINT ¢ B[GII~G, 1HENC[ NOR'I~ O0 DEGRE"S tO MtNUI[S 48 S[CONOS ~ P~/~LEL mm ~ L~__l _t~_.~_.~.~. C'eNTNNING 2 kCRIS~ MORE OR LES~ LAND DESCRIP'I]ON (mMmmm? NO. 154~, PER Dm)) Pud o! the ~oumwst Quorter of S~ctlon 8, lo,mhip 17 N~th. Ro,ge 4 EQst o~ the Second Pfindple Ua-idtm In Cloy Na~tm C~ty, ~ia ~ m ~ at lhe ~eutheest Cemer ef the Sa~h,,~t Cb~rle' of ~id ~t~ B; ther~e South ~ degmu DO minu~ O0 M~xmds ~ ~l~ ~612 ~ ~e ~ ~ LAND DESCRIPTION (CeUmTMENT NO. ~4~&~. Pm GPS BEN,NO) . ~t of ~e ~u~I~ Ouarter of Sectien & lI~ 17 North, Rmge 4 [est o1 the ~econd Pflnciple ~ In Ooy lelmahip. Ha~bm Co~ty, ~ana 4escrbed es Idmm Cammeac~g ~ I~ Smtheo~k ~ of the SouUw~st Ouarter at ~ Section 8; thence N~ ~ ~ ~ m~utes 17 secmds West ~Im(J the ~lh llne of raid seuth~st fluerte a ~Istmce of 570.00 fee!.; theme Nuth DO d~jress 28 mlmtes 49 secmds [est i~rdlel Mth the ~t Ine ef ~1 ~outheeI! quertlr a ~ of 750.00 lest t~ the P~nt af I~:jimin~; the~e ~th 8_a d~r~ 30 minutes 17 sece~ East Ix~rdlel Mth the ~uth ina ef ~ seutheest flutI'ter a dstmce of 3Tn00 fee[ to the ~t I'm~ of saki ~9 degrees 30 m'mte~ 17 seconds Mt l~rde4 ~th the re. th I~ Ol ? wmmx qu~ ,.a~,~ce .o ~.u..... ? thence North DO deffees 28 m~ 49 ~ E~t ~ ~ ~ ~t ~ ¢ ~ ~t ~ o ~t~ m/~ ~t to ~e P~t of DH I~~ I .... i Site Plan I ' Tom' Wood Nissan Ta Icon 13110 Promise Rood, Nobles~ie, IN 46~O I I I Phme' (317) ~1-3141 Fa~ (517) 841-995t SANITARy WANHOLE--% TC-:?4E77 '~ NV(N)=- 739.67-8'PV~ X, CU~ 1N~E~ 'SANITARY TC=745.28 INV(N)=755.68-8'PVC INV(W)=7~.Sg-8"PVC INV($)=735,78-8"PVC -7 I . i, h "DON'T DIG BLIND" "IT'S THE LAW" Call 1-800-382-5544 2 Working Day~ Before You Dig. LEGEN__ D 6' STRAIGHT CURB PIPE BDLLARD 4' WHITE TRAFFIC STRIPPING COMBINED CURB & SIDEWALK PARKING SPACES WOOD F~JqAGE~NT RE, LLC LA.ND USE: B-3 GRAPHIC SCALE LARRY V. HElD AND G. WELDON JOHNSON, CO-TRUSTEES OF ' THE TOM WOOD IRREVOCABLE REAL ESTATE TRUST INSTR. NO. 199909969692 (m~) l~h"' 50 ~. EMPLOYEE PARKING GAS HEALED COHC~-E PAD WOOD ]viANAG~.MENT gE, LLC LAND US]B: ~-3 EMPLOYEE P PR-OPo F.F.=746.75 GREASE& OIL DUMPSTERS i N~'IT~ 10' BUFFER YARD SETBACK Y/O.O0' INDIANA BELL TELEPHONE COMPANY, INCORPORATED ' LAND USE: B-3 INDIANA BELL TELEPHONE COMPANY, INCORPORATED NOTES: 1. Po~-~aps or the equi~dent ore requ~ed ee dl water vdve ~sta~atkm. 2. An on-Wte meeting with the inspector must be celled before ~ny constmctim tomy begin.. 3. Tracer wire must be installed with oil woter moi~ iow in Cormd. 4. W~rn~ tape must be ~stMted 12' to 18' ~bove the ,afar mdn. §. U~e a 6' piece o! PVC p~e to mm'k the water ser~e stub for os-bdt biormafio~. T-I?-N. R-~ F.L,E~A'IION gF ~J~O 11.31 ~ ~OUIH ~F ICT NC~1H PROFIE~T~ ~ ELL'VA, am OF 745.17'. I.F_LOOD MAP INFDRHATIDN ~, pR, NI~. ~, MAP t 1~0~"~C02~', ~'F~--r-~'~ DAllc 10' BUFFER YARD SETBACK O~ ~ NOTBS DR 276, PAGE 253 mINE 1.COtlIRACTOR SHALL R[COi~Z[ Ri~PEC'~VE RORK AND ~SIBIUTY TO ~ LOC4IION, ~ AND ELEVATION OF EXIS~NG U~LI~F_~ STRUCAIRE& Rl:~r.~, pAWJ/IENTS, ETC. AS RELATE~ TO THEIR WORK. NOTIFY AROrlITEC~ PRIOR TO ~4E START OF OONS1RUC'nON. 2- IT IS 1HE CON1RACTOR'S RESPON~UTY 10 A~QUA~qT FISELF MTH SUBS~L ~ 1HE PLANS SHOW THE LOCATION OF AU. KNO~ UIBJT~.S LO~A~) ~I~IN IHE UMITS OF THE CON~RA:T ACC~G TO ~FORMA~ON PROVe)ED BY VARIOUS UTIUTY COMPARES, PRE~OUS CONSTRUC~ON PLANS AND AS E~OENC~ BY 08SERVA~ON OF ABOVE GROUND CON~TIONS BY 1HE SUR~ZYOR. 1HE ACC~JRAOY OF 11t~ BqFORMA~ON ~ NOT GUARANIE]~. 4. CONTRACTORS SHALL ~ONSULT ARC, TEXtURAL PLU~ &NO ELECT~CAL PLANS FO~ ~V[RT ELEVA~ONS ANO EXACT LO~AT~q OF O0~ SPOU~ ~ ALL PAVEMENT PATOFING OUE TO UlIJ~ES ICSTALLATION; CONSZR~ON OF CURBS, ETC, OR DAMAGE TO E~S~NG PAVEMENT DURN~ ~3NS~JCTION SHALL BE PATCHED ~d A PA~D~ENT S[~TION W~CH MEE~S OR EXC[EDS E~S~NG SECl~3N BY ~HE COH~RA~TOR D~NO THE WORK. ALL GRASS ANO/OR SHRUeSERY ~S~ED BY NEW ~ONSTRUCTION SHALL BE RESTOR[D TO O~NAL OR BETTER CON~TION. ?. ALL E~S~NG MANHOLE ANO CATCN BAS~ gRA~.S. ~A~ OR GAS VALES SHALL BE AD~dSTE~ TO NEW RNISH GRADE ELEVATION. & ALL P~ LENGTHS SHO~ ON ORA~N~S AR[ FOR HYDRAUUC CALCULATION PU~ ONLY. IT IS THE RESPOH~UTY OF THE CON1RkCTOR TO EXACT LENG~11S REQU~ FOR A:1UAL ~STALLATION. ACCOROANC[ ~1H LOCAL ANO 5TA~ CODE~ RULES ANO R£GULATION~ 10. ~UA~ON A~ TOPO~ SL~ PRO~OED BY: Fa~:m Eng~eer~g, k~c. 11. R[PA~L R[PLAC[ OR MNNTNN ANY/ALL EX~T~ LrgUTIES ~TH~ UMITS OF FO~ ALL WORK ~flN U~TS OF R~HT-OF-W&Y ~rr D.O.T. STANDARD OETAL~ ALL DMENDONS SHALL BE TO THE FACE OF CURB OR ED~ OF PAVEMENT UNLESS OTHER~SE NO~. 14. ALL RAD~ SHALL BE 5' UNLESS 01HER~SE NOLO. 15. ALL RA~I I~ATED D4ALL BE FORMED AS ~RDJLAR ARCS. 18. ALL D~ENDON$ ARE PARALLEL AND PERP~CULAR TO BASE UNE~ PROPERTY UNES OR ~L~Ng UNES UNLESS O~tER~dSE NOTEO. 17. ALL S~ AR~ TO BI 4' PNNIEO, ~1~ UNLESS OTIS[ NOTED. 18. HAN~CN~P[D RAMPS A~ DGNAG[ SHALL BE ~ A~ANC[ ~TH F~AL DTE PLAN FOR LOC&~ON AND gTE OETALS FOR SPE~F~A~ON~ lg. THE ~ONTI~CTOR SHALL BE R~BL[ TO ~ROV~)E AT HIS EXP~ ALL STAT~ OTY OR LO~AL A~DES. 1HE AMOUNT, LO~ATION AND ~ZE SHALL 20. IT · ~H£ RESPONS~BJTY OF TH[ CONIRACTOR TO R[MOV[ ALL MUO, ORAVEZ AND OTHER. MATE~ALS TRACKED ONTO ANY PUBU¢ OR P~VA~ STREETS OR ~OEWALKS. ~q[ CONTRACTOR ~JST CLEAN TH£5[ O~LY IF NECESSARY. ~h~ C~I~A~TOR MUST USE WA?ER OR O~tER EXC~I~LE NLr1~OOS 10 KE~ NRBORN[ DUST TO'A REGU~ ~N~." . 21. ALL PA~[MENT MUST MNNT~N 2' FROM ~tE SA~TARY ¼ANHOLE C4L~G. 1HIS ~TE IS CURRENE¥ UNDER CONS1RUC~. E~S~NO ELEVA~ONS UTIUTY UNE$ ~AY OR MAY ~OT BE · ~tER[ PROPER LOCA~ON. V~FY ALL ELEVATIONS & O00RD~ATE ~TH 1NE ENgNE[R FOR ANY ~SC~ANOES. ~RACER ~RE uUST BE IqSTALLED ~IN ALL WATER M~JN ~ ~AR~EL WARN~¢G TAPE MUSI BE INSTALLED 12' TO lB' AB0~ THE WATER MAIN. 24. PC~-CAPS OR EO~VALENT AR[ REQU~ED OH ALL WAIER VAL~ INSTALLA~ON. 2~ ~OS REQU~ED FOR EMERGENCY ACCESS BY Fi~ DEPARTMENT ON BOTH GA1E~ RED HAWK TRUST INSTR. NO. 9609635824 te Plato r'~Z STO~U ClUB INI rT--. TC=7,43.,i7 ~V(E)--~.~O-~2"RCP cs~rs~c sc~z~ ( m Fe~ ) I '.inch - 30 ft. ! x 744.92 / x 745.~, 74[[2¢ x 744.6~ . ~:~O~'D BUILDIN x ?+4~a 225.00' x 743.94 x 744,74, DUMPS'I'ERS ~ 744.3~ x 744,~,3 744~1x x 744.6~m 744~4 X x 744,3~ x 744.1.8 x 743.64 196' - P4' ~ ! ILt4X ~V(W)~7.,xS.69-12'RCP 1R S ~ 0.--B5-6 4'6~- · -- 744~6 96TH STREET 83' - I~' ~ 4.16 INDIANA BELL TELEPHONE COMPANY, INCORPORATED DR 276, PAGE 253 INDIANA BELL TELEPHONE COMPANY, INCORPORATED DR 276, PAGE 253 DR 276, PO 334 76' - E4' I.B)PE ee-t~ ~ 710 TC,':74.~. 7~ T~74~ ~-~ ~ ~ ~ 745.17 744.~ ~' - ~ ~ x 745~3 x 7~ ~ 74~45 ~/744.97 ~ ~74~4 43.97 17440 t 744.64) /744~1 x 74:3.3'~ 743.96 743.3~ 738.10 x 74P..~ x x 74P-.,~8 x?4 I 737.64I I I x 745.7E 744.52 / 30' RCP -'-Z.~l.7.0 7'37.44 I INV=737.15 ~r'~TaTJ. Sl'- . MATCHLINE RED HAWK TRUST INSTR. NO. 9609635824 DH "DON'T DIG BLIND" "IT'S THE LAW" Coil 1-800-;382-5544, 2 Working Doys Before You Dig. BENCHMARK A BROI,~E It. AtE SET IN ~ ~ ~ ~E ~ P~T ~ T-17-~ R-~ ~A~ ~ ~C N~ 17.17 ~ E~T ~ ~ ~ ~A~ ~ ~ FLOOD MAP INFDRMATIDH ~ SIl1: DOES NOT L.~ 'MTHIN A FLO~WA¥ OR ~WA¥ AREAS, pANEL 2.2~, IdAP d 1~057~. EFFECIIVE DA'II r.~nWoetor ire eenteet Carmel uflllt~l far ~ltw. y Se~e~ end Water · Leeatea before rely eem~-uet~ eem ~e~l~. (317) 571-264~ ,.o.,..... _.. Ifalcon I ~ ~/-~o/°~t T,C Comments & Letters II't I 1~110 Pr~i~ Road, Noblea~lle, IN 46~0 I:~ (517) ~1-5141 Fax: (317) 841-9951 Desigz~ By Tom Wood Nissan { ,..o C~a;~ To~rnehtp~ HMaLtton ~unt~ 1'=~0' I Dra~' By I Checked ByApproved By I ..... :, _~5_x 746.aa x ? 1NV,,,743~ 744,83 · x 745.3~ ~45.45 .. C INSTR. NO. AREA = ACRES · ,. ;5 ACJ:!FS ?' _ GAS ~ x 745.7~ 74538 744.9E 744.70 6' Pv~vYE x 745~1 74~2.7 x 744~2 ~ ~OPOSI~ BUR.DIN! F.F.=746.75 GREASll' ~ 7i~i'~ 22~.0D' x 743.94 X DUMPS~RS x 744.:~l~ x ?44.63 . x "/ad '/c , LARRY V. HElD AND G. WELl)ON JOHNSON, CO-TRUSTEES OF THE TOM WOOD IRREVOCABLE REAL ESTATE TRUST INSTR. NO. 199909969692 "DON'T DIG BLIND" "IT'S THE LAW" Coil 1-800-382-554-4 2 Working Days Before You Dig. 744.79 x ?~4.% lNV,.74OJ~ 745.12 744,94 7/5 - re' HI~E GRAPHIC SCAL~ ] Inch - 30 fL 744.~5 ~ 744.~ 745.E8 745.25 ~ 45.~ 744.88 I t4.f~ 4.16 INDIANA BELL TELEPHONE x 744.64 x743JI I x 744.5t . J I x 743.3~ [ ! ~,1)9~ SL.aPE INDIANA BELL TELEPHONE COMPANY, INCORPORATED DR 276, PAGE 253 COMPANY, INCORPORATED DR 276, PAGE 253 x ?43.96 MATCHLiNE RED HAWK TRUST INSTR. NO. 9609635824 J j ~ . ] Tom Wood N~ssan · ' ~ ge~i n~'BY Dra~n By' Checked B~ ' Approved l I I ,,~,,o Prmis, Rood, N~lee~lle. IN '6~01""'~. I ..... I .~ J ,~ .~ (317) ~1-5141 Fo~ (317) 841-9951 ~ ~ ~ L~RRY ¥. HEID AND G. WEhDON JOHNSON, CO-TRUSTEES OF THE TOM WOOD IRREVOCABLE REAL ESTATE TRUST, COMMERCIAL Fence WOOD MANAGEMENT RE, LLC COMMERCIAL MANAGEMENT RE, LLC COMMERCLAL Fence Protectbn ~ lUI, DI~ F.F.-74&7~ "DON'T DIG BLIND" "IT'S THE LAW"' Call 1-800-382--5544 2 Working Days Before You Di9. RED HAWK TRUST COMMERCIAL MENT RE, LLC INDIANA BELL TELEPHONE INCORPORATED, COMMERCIAL 11~737.15 · GRAPHIC sCALE 1 tnoh = 50 fL _BENCHMARK HA/~I~:~ MOI, UdE~ T, T-I?--N, R-4-F- ~A~ ~ 74~1T. M~ N~ I?.17 AREAS .TO BE SEEDED & BLANKETED DR HYDRa SEEDED GRAVEL ENTRANCE SILT FENCE · INLET SEDIMENT PRoTEcTION (SEE DETAIL) MAP INFORMATION FI~IIUM, Y 1~, ~OA.% life SI~ IS 2~ 'X", . 7, Po~ ~~ a~ ~tt ~ c~C~e~ ~l I~, u ~d ~ ~ O k H ~d _ ..._ w v ~s~d mr~s s~d ~ ~pt to a w a~ alt ~s. IL ~~ ~t C~rOt ~ aCC~a~ ~ aU ~ets ~~ ~c* by. ~ ~ .... ~- -- -..----. -vu ~ ~ ' , s~l[ ~ ~stat~ a~ alt s~ ~m~s ~ ~e~ ~ , //--;:>'-3' WASHED STONE z (INDDT CA.fi;') ~' MINIMUM LENGTH 50' ~ ~TOI~ DRIVE ENTRANCE D~TAI% CURB INLET pfloIECllON DETAIL £S;CAVATE A TI~::Iq~H 4' ~P ~D T~ ST~V  ~TRAV _ .... ~ T~ ~Om01~ COiq'rROL ~ MAllq'I'~AM(~: SEalaNT D~SITS, E.INSPECT p~DI~Y F~ ~TER~AT~ ~ ~ FR~ C~ST~I~ ~ R~AIR ~D[AT~Y. 3,~ER T~ C~[~TING ~AINA~ ~A HAS B~ STA~I~, RE~VK A~ ,IF ~ FA~C ~S ~ BK~S I~FECTIVE, ~PL~ET~~FECTE~ ~A I~SIA~Y, PDI~ ~ IS C~S~ T~ FA~IC ~ 4,~TER T~ ~~NG ~AI~ ~EA ~S ~N ~TABI~G, REMOVE ~E AN~ ~DIN~, ~Rl~ T~ DIeT.BED ~EA ~ ~A~, ~D STA~IL~. EVENT ~ ~AIR ~ ~. ~T E~ C~ B~ET PERI~I~T ~D ~T~ ~ ST~ E~NT. ~ ANY AREA ~WS ERDS~, ADD ~ AN~ ~-~ T~ ~, ~AY ~ STA~ 3,~ vE~TA~ ~R IS ESTABLISh, ~ T~ ~A ~IC~LY. 4,I~D~TKLY ~K ~ ~ ~DI~T TR~ ~ VA~ ~T~ PU~C ~ADS ~Y ~USHI~ ~ s~l~ FL~I~ S~ ~Y ~ U~D~ T~WA~RIS INTO A ~DI~T TR~ ~ ~$IN, 5.~AIR ~Y B~ ~D p~V~NT ~IA~LY. 1. ~ G~OTE)(1)~ BAGS APPRDXNQAT[LY HN~F ~llH 2 TO 3 INI~I STONE OR ORAV[L ~ OF' 5 FEET AWAY .FROM CASllNG. 3. FOR AO~ONAL LAYERS. OWJLAP BAGS ~lH l~E__ ROW EN[Am. ~ I..[A~ k ON~-BAG GA_P_IN .~ MIDDLE OF lH~ TOP ROW lO 5ER~. AS A 4. PLACE DA65 IN AN ARC AROUND INLEIS lHAl ACCUIdULATED SEI~F. NTS AFER EV~Y STORM. INLET PROTECTION DETAIL ~. =, ~~~ ~ Tom Wood Nissan PLAN ELEMENT INDEX Section ^ 1, This document is the Index, 2, The 11"x17" plat wgl be included in this submittal. 3. This project is o single commercial lot that will be bunt in one section and has an overall storm sewer system and o underground detention pond. 4. The Vicinity map is shown on the title sheet. (See Sheet _1_ OF 5. The legal description is located on the Site Plan. (See Sheet _3_ OF lB) 6. The location of all lots and site improvements ore shown on the site plan. (See Sheets _4 & 5_ OF 7. The H~drologio unit code is 05120201090040. 8. here are no State of Federal Water Quality permits at this time. g. Storm water will be discharged in one location to the north. A new storm sewer systern will cdlect the storm water and discharge it directly into the proposed detention pond, and then into o large drainage swale that runs to Carmel Creek. 10. There are 'no wetlands, lakes or water courses on or adjacent to the site.with .the exception of the drainage pond outlet. 11, The receiving waters for the site is the Cermet Creek/Whitr River watershed. 12, There may be some discharge into the ground water from the proposed drainage. pond release point into the existing grass swale. 13. There ore no floodplains or floodwoys on this site. 14. The pr~-developed discharge ye. the de. aped discharge for the entire site are as follo~s: a. Ditch (Discharge to the south) i. lO-yr Predevdoped = 3.73 cfs ii. lO0-yr Developed = 1.77 cfs 15. The adjacent land use is shown of the erosion control plan. (see Sheet ._.~8_ OF 18) 16. The Construction limits ore shown of the erosion control plan. (See Sheet _~_ OF 18) . 17. The existing conditions ore grass and weeds. 18. The soils .mop is shown on the title shawl (See Sheet _!_ OF 18) 19. The storm systems ore shown'on the drainage plan. (See Sheets _6 & 7_ ~ 18) 20. There is no off site construction octidty. 21. There ore no proposed soil piles and/or borrow/disposal areas for this project. 22. The existing topography is defined by spot grades and is shown on the drainage plan, (See Sheets 6_L.{_~_ OF 18) 23. The proposed topography is defined by spot elevations end contours, and is shown on the drainage pton. 1See Sheets _6 X- 7_ OF 18) PLAN ELEMENT INDEX Section B 1. Potential Pollutants during construction includes but ore not limited to: fossU fuels, oil, grease, paint, human waste, sat, concrete, construction debris, etc... 2. The erosion control measures and schedule is shown on the erosion control plan. (See Sheet. _~_~ OF 3. The Stone entr(~nce is shown on the erosion control plan. (See Sheet _-8_ OF 1-8) 4. The sediment control measures for sheet flow are shown on the erosion control plan. (See Sheet -8_ OF the new storm sewer system. The fiat grossed 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 --8_ OF 1_8) ^ inlet sedimentation basket will be installed in ecch inleL Tne pond outlet pipe wUI have riprop installed along the flowline and the opposite bank..The pond and outlet structure for the pond should be installed first before any other topso~ is stripped on the site, The parking lot will sheet flow to curb inlets and then into the proposed pond. 6, The inlet protection measures ore shown on the erosion control plan. (see Sheet __8_ OF 7. There are no runoff control measures needed for this site. All drainage is collected in the new storm sewere and corded to the new pond. 8. The specifications for the proposed pond outlet structure for this project are as follows:. First, a silt fence is to be installed across the critic opening of the control structure before any earth moving activities begin, Second, rip-rep shall be installed et all end sections to prevent scour erosion. Third, a cleaning of the outlet structure is performed after a visual inspection .by the owner-has been completed after ever rain event 9. The are no grade stabilization measures needed for this site other than seeding and land- soaping installation. 10. Each measure is shown on the plans along wlth the appropriate details and specifications. 11. The temporary seeding measures for each season'ore shown on the erosion control plan. (See Sheet _9_ OF 18) The temporary'seeding should be installed within 15 days of finishing any soil disturbing octlvites. 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 _8_ OF 1-8) 13, In order to minimize the release of potential pollutants during construction the Conlroctor shall implement this materiel h~ndling md spa prevention plan. The Contractor shall revi~ this plan with all subcontractors end require that they implement the plan as well. 1. Construction Equipment A. Fueling, lubricating, and fluids: All operations involving the addition, of fluids to equipment should be done in one location, as designated on Sheet 8 of-lB, so · that spills are limited to one location on the site, which will facilitate the cleanup of eels. If an onsite fueling ,tank is planned to be on site, it shall be double walled and stored in this designated oreo. This location is on area that will not allow spilled fuilds to migrate into subsurface soils. In the. event of o spill; tl~e fluids shall immedintety be cleaned up by removing the contaminated soil or stone shich shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as Oil Dry and the absorbent material disposed of in a proper manner. The soil shall also be reported immediately to the Contactor's superintendent. B. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spills is high, should always be done offsite at a faculty that is more suitable than a construction site to handle spgls. When .equipment must be repaired onsite it should be moved to the maintenance and fueling ore o if possible, Otherwise, suitable on site containers should be pieced under the equipment during repair to catch any spilled fluids and these fluids should be disposed of 'in a proper manner. C, NI reueeobte fluids containers, such ~s gasdine cans, shall be inspected for leaks each time they are used. If leaks are' found, the fluid shall be removed from the container in o proper manner and the container disposed of in on acceptable manner, Empty disposable containers, such as grease tubes and iubriconting oil and brake fluid containers, and their packaging, shall be disposed of in o proper manner and shall not be left on the ground or in the open on the construction site. 2. Construction Ivloteriais and their Pack.lng A. Erosion control measures shown on these plans shall be implemented prior to and during constrution in the proper sequencing to minimize so~ erosion. Erosion controie shell be imspected and maintained as described elsewhere in these plans, Excessive dusting of wail on the site shall be minimized by reducin9 construction traffic across bare soil during dry and/or windy .weather, and by applying water or other acceptable dust control measures .to the soil. Upon completion of sonstruction and suitable establishment of permanent vegetation, temporary erosion control measures such os silt fence, shack dams and inlet protection devices shall be removed in o manner to minimize additional land disturbance. Any areas dlsturb~ by these operations shall be properly revegetated. B. Large waste materials created by cutting, sowing, drgling, or other operations shall be properly disposed' of in suitable onsite waste containers. The site-shall be checked at the end of the day, as a minimum, and all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of in suitable containers. ~ere possible, operations such as sawing, that create small particles should be performed in one spot in an oreo protected from wind, and waste particles collected and sidposed of frequently to minimize wind disposal Packaging used to transport materials to the site for construction of the fac~ity shall be disposed of properly, whether the material is taken out of its package and Incorporated into the project immediately or stored onsite for future use. Packaged materials stored onsite shall be inspected regularly and any loose packaging shall be repaked or disposed of properly. C. NI dewat~ng ofoctivities shall be done in accordance to good erosion control practices. These practices~should..include, the use of_dirt bags such. as Dandy D~ Bogas, The use of these types of dewaterin9 devices will remove large quantities of sediment and dirt md prevent these materials to enter the storm sewer system. D. If the use of lime is used to stoblize the so~ of the site then all construction equipment used shall be cleaned oaf all excess materials with water in the maintenance and refuging oreo as sho~ within these plans, E. Nutrients and fertilizers shall only be used to establish rapkl vegltotion, ~en these producets ore utilized, the user should pay attention to the products recommended usage. 5. Concrete Wost~ Water A. All concrete waste water shall be disposed of in the designated area es shown on this sheet. This oreo is a 4' high, 1¢ diameter doughnut t~e mulch beth which shalt.be constructed over a geotextite fabric. This oreo shall be inspected on a doily basis os o minimum. When this oreo becomes tull, the pollutants shall be excavated, placed in an acceptable container and disposed of in a proper manner, 4. Paint Products A. All excess paint and there related products shall be disposed of in the manner at which the manufacturer suggest& Under NO circumstneces will paint or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall be reported to the job superintendent. in the event of occidental contamination all efforts should be made to remove contaminants in on appropriate manner. The C~rmel Fire Deportment (317-571-2600) should be contacted immediately to determine if further measures ore needed. . 14. Person in charge of and knowledgeable about erosion ar~d sediment control shall inspect the site for stormwoter pollution prevention deficiencies et 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 foiled. Drop Inlet Protection Basket shall be repaired/replaced if lobed & sediment removed. Curb Inlet Protection shall be repaired/replaced If foiled & sediment removed. Sediment Traps shall be cleaned out if they are over 50% full of sediment. 15. There is only one lot in this project. No special specification ore required. PLAN ELEMENT INDEX Section C I. Proposed site will be o commercial development. Potential pollutants from this type of development include, but ore not limited to: fluids and debris from parked vehicles & vehicular traffic which could include: fossil fuels, o~, grease, ont. ifreeze, brake fluid, window washer fluid, rubber, plastic, & metal fragments, grit (sediment) from wearing 'of the rood surface, trash (including boaterio 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 ~osbn or siltation con toke piece. 3. The post construction measures used to minimize sedimentation in waterways include sumps in oil inlets, o B~P structure (^quo-Swirl manhole), and'$tormTech Isolator-Row in underground detention system. The sump in all. inlets in conjunction with the BMP structure and the Isolator Row will collect runoff from the pavement and filter it. The' dosig~ of the sump in the inlets will allow sediment to be partially *infiltrated out of the storm events before storm water enters the designed storm sewer system, Storm Grates wgl prevent large items from entering the storm pipes and leaving the site. The Bmp and Isolator Row wgl catch oil and other contaminants prior to them entering the underground detention system and cuase them to drop out prior to le0~g the site. 4. Catch basins, and ungergraund detention system locations ore provided on the drainage'plan. Details are provided on the Detail sheets. 5. Maintenance of oil Stormwater pollution prevention measures, will be the responsibility of the property owner, '[om Wood aonagement, inc., utilizing procedures outlined in the 0 & a manual for Post Construction water quality measures. The maintenance guidelines consist mostly of good housekeeping measure[ Any grassed areas ~ vegetated amos that experience erosion' from roinlatl events, should be *repaired as '* soon os possbie. 'trash or litter should be picked up and Pr0Perly disposed to prevent it from getting into the storm drainage system and downstream waterways. Erosion of the detention pond banks should be addressed as soon as it becomes visible by filling the eroded area with suitable soil and establishing vegetation immediotdy, perferably by sodding, or seeding and mulching and monitoring until suitable vegetation is established, The same 'measure should be used for steep bonls of any earth berm or any other steep oreo. The detention pond should also be monitored for sediment coming from the storm sewer system. If the bottom of the pond receives sediment, indicated by the sediment markers, it should be cleaned out and the source found and repaired, The dveation of the pond bottom should be checked ever7 8 to 10 ~ors and, if significant sediment is encountered, i[ should be removed from the basin, This should be done during periods of Iow rainfall to allow soil stirred up by excavation to settle out before o rain event. The detention pond outlet should be protected by adequate filtration (rip-rap. shown on these plans) to prevent soil from entering the offsite storm drainage s~stern. Pavement areas should also be monitored for pollutants. Any large quantity of fluids such as oil, antifreeze, broke fluid, etc, found on the pavement should be reported to the owner (md the source determined, if possible, md removed from the site for mointentonce or repair. Pavement should also be monitored for sediment coming from vegitated areas that drain onto the pavement. If sediment is found it should be cleaned off the pavement, and the source of the soil found and repaired as discussed above. "DON'T' DIG BLIND" "IT'S THE ,LAW" Call 1-800-,382-5544 2 Working Days Before You Dig. m /-- L.~NE ¥~TH GEDTEXT~L.~ FABRIC TYPICN,. SECTION STAG[NG AREA ~ o~ oRou~g ~sp~d s~s ~ ~ u~ ~ se~e ~e~ w~t occ~ ~ vGt~ ~sses ~o~ t~ ~, oily Lesko~ ~we~ ~ bG~et ~ cus~, The ~ oF t~ e~tS, ra~ ~LL ~ woven poty~yt~ &tto~ .t~ ~t~vGLs ~d ~ ~c~ased to r~ce ~ t~ F~ 'SEASONAL SOIL PROTECTION (~HART - 'fi~ill lfllll WII~' _-..: ...... ,, , 16~NUF~N::TURE~ DR SUPPLIER AS CONFaRMING 113 THE FaLI-gv~NG REgUIR~NENTS, I. SYNTHETIC FXLTER FABRIC SHOULD BE A PERVIOUS SHEET I~r P~YLE~, NY~, [YES~R a ~HYLENE Y~ ~ ~O ~E ~T[FIEO ~Y T~  B~L~ S~D ~ lO ~E P~ SD~ Y~ F~RIC. . PASTS ~ ¢ILT~ F~ES S~LD BE E~R 4' DI~ ~D ~ L33 P~S PER L~E~ F~T ST~ VITH A HIN]~ ~H E 5'. STEL PASTS ~OTH ~O BE A MJN[N~ ~ 4~' IN ~I~, A NIN[~ OF 14 GA~ AND T~ ~I~T E T~ B~RIER S~ NaT EX~D 36' ~R B~R~RS MAY T~ FA~%C S~D ~ P~ASED · A ~NTI~ ~ ~T TO T~ ~TH ]ST, V~ A MIN[~ 6' O~L~, ~ ~E~ELY 3.PasTs ~D' JE SP~ A N~IN~ ~ lO' ~ AT T~ B~RI~ ~D ~EJVEN SEC~LY [NTB T~ ~ (NINJN~ ~ J~'). V~N EXTRA STREN~H FABRIC [S USG VIT~T T~ VIRE S~P~T FE~E, ~ST SPACING SH~L EXCE~ 6', : 4.A TREN~ S~D ~ EXEAVATED AP~XI~LY 4' V~ ~D 4' DEEP T~ L~ ~ ~STS ~O ~SL~E ~ ~ B~I~, ~ ST~O~O STRE~ FILTER FA~TC IS USE~, A V~E ~ ~T ~NC~vY S~O ~E FAST~ SEC~Y TD ~ ~SL~E SIDE ~ T~ PasTs ~]NG ~TY ]' V[RE STR~ES, T~ V[~S ~ ~G RINGS. T~ ~RE S~9 EX~N~ T~ T~H A NXN[~ ~ ~ ~O S~L~ ~T EXTEN9 ~ T~ ~' A~DVE 6.T~ STa~RDST~N~H F~T/R FABRIC ~ BE STAPLE~ ~ VIR~ TO T~ FE~ AND a' ~ T~ FAbRiC SH~ ~E EXTenD ]~B T~ TRENC~ T~ FABRZC S~D ~T EXTEND ~E T~ 36' A~BVE T~ ~EG]~ ~D S~F~C~ F~LTER F~RZC S~ ~T ~ ST~ TD EXZST1~ TR~, 7.V~N ~A S~E~TH FILTER FA~IC ~ B~L~ ~O ~SER ~ST ~PAC]~ ARE ~O, T~ VI~ ~SH S~DRT F~CE ~Y ~ ELIMINAte. tN ~CH A CASE, FILTER FABRIC ~ ST~L~ ~ ~RED M~CTLY TD ~ POSTS VITH ~L OT~R ~VIS~S ~ ITEM ~. 6 APPLYI~ ifalcon 1 ~2./30/04J P.r hCS~W 6ommmt,  ',ENGINEERING/' INC.  [~1/) ~1-J1~1 POX; [317) 841-g951 Erosion Control Details tc Index Tom Wood Nissan · 11/01/04 o. 144.0 ~ 1'=50' No. g OF 18 PAVEMENT - RAklP SIDEWALK ' SECTION OF SIDEWALK RAMP FOR HANDICAPPED / /xx BE FREE: FROM SOUD gRADE-,. "'-.,..., (/ ... SUB.TUT[ #53 .,,/ STON£ iN u[u OF EARTH WHEN WITHIN FIVE FEET OR UNDER PAVEMENT. STONE 9'0 BE VIBRATORY ,- PAVEMENT STONE EXISTING CURB & PROPOSED WALK DETAIL R/W .PAVEMENT DETAIL ~ I .fl.5' IILMNOUS ~ 11 PAVEMENT DETAIL CONC. PAVEMENT DETAIL EXPANSION JOINT DETAIL SCALE: I 1/2%,1'-0' II Il. BOLLARD..DETAIL FLEXIBLE PIPE BEDDING DETAIL (PVC & HDPE Pipe) SAW CUT FOR ,-~ EXISTING-, /./~ C4.F. AN BRT~I.5. H.A.C. SURFACE PAVEMIg~T ~ /.~,... , -.', . ' ' / __ "',',- ..... ' ,' · '~ ;. ,~,. ":-,. ,, '-..,,,-}. '. ,.,,( ,, :','- , ::r.":..': i':?.:,": i:.'": :':,'."i'..:;:'i. ... ., ...... OF TRENCH ' -~ FLOWABLE FILL TO BE PLACED ' ENllRE TRENCH TO BOTfOM OF CONCRETE ELEVATION (. I.S' H,A.C. ~tl EXCAVATION AG9~. ~ BE R~ 10 ROAD CUT PATCH DETAIL CURB TAPER/TRANSITiON · COMPACTED IN 8' UFT'S TO OBTNN 95~ STANDARD PROCTOR. %'- UNDERCUT AND USE 6" OF f4 STONE IF WET GROUND CONDmONS ARE ENCOUNTERED. ** USE ONLY FOR POND OUTLET PIPE ** STORM PIPE DETAIL BRUSHED RNIS~ SURFACE 12' ~./// CONCRETE SIDEWALK T.C. STOR~ INLET NEENAH CASTING NO. R-3405 OR APPROVED EQUAL ASPHALT INSTALLATION REQUIRED: CHAIR BACK 6' 'B' BORROW PAVED AREA INLET DETAIL N.T,~. Revision TAg Commmt$ & Letters .. [.NSTALLATION REOUIRED~. · 50' FROM PAVED AREA INLET STRUCTURE ALONG ~MTH EACH STREET CE. NTERUNE. · 100' FROM CURB TURNOUTS · PIPE MATERIAL PER i.N.D.O.T. SPECIFICATIONS, PIPE UNDERDRAIN OON3oO~ETE ' * OF TOP SOIL /;,4~;.% ~-u~ou,~U ri';c'7'";; ~ BACKFILL ~ ~.._ CONC. CURB EXPN4~.~ON :12" MIN -/ JOINTS · :t: 20' O.C. STRAIGHT CONCRETE CURB DETAIL ~J L , '~" ~ ...D~ COURS~ - ~ ~t I ////// _ R/W PAVEMENT DETAIL 3~x~--xL_~_l/-~/2'~ r-3' OF TOP SaL · BACKFILL 12' STRAIGHT CONCRETE CURB DETAIL I I Det, eUs {DaCe ~/0~/o4 conl Tom Wood Nissan :N'GII~EERING, INC. I ~., Demg~ By ~a~ By ' ' '*"' 13110 Pr~e Rood,. N~l.dlle, mN 46~0} 1' I . 4' CONC. ~ W/S]~ 10/10 COMBINED CURB &: WALK p, KO'D) SEC'llON 'C-C" SECTION 'D~D~ BLocKING FOR PLUGS &: BENDS BLOCKING FOR TEES &: WYE:s 20" " eo' BE~D i 4~'.H.BE)~0 22 71/2' I'1 4t/4'~o' 'If' A~I~A (t? IF , . 7 DETAIL - CONCRETE.BLOCKING PA~M~T AND LAID PAVt~D BLOCKS ,/ %--ON 1' OF ~CING SAND.  SWEPT IN JOINTS ac C~PACTED CDNC. CURB EXPANSION JOINTS 0 4- 2D' O.C. T ¥.'.%.:'-':~ ' I f -TI/I SWEPT ~N ~NTS a, CeMP^CT~ ,:.??;~'i~ .......... ~";"""'<~" '~" '" ' ~"~" 'R ' 'i (';:..':~.-";" "' ~: B^CKnLL ~ ~-- CONC. CUR6 EXPA~S~:~ _w' ' jo4~rm ~ · 2o' B.c. 12" MIN. STRAIGHT CONCRETE CURB/PAVER _WALK DETAIL PRESSURe' PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restroined In Each Direction From 1/4 Of Bend Bosed On 150 PSI Test Pmsure Degree6' 8' 10" 12" 14" 16." 18" 20' 24" Of Bend 90', Tees 2T 35'42',50' 58'65'73'80'95'115' & Plugs . 45' '7,. 9' 11'13'15'17'19'21'24'29' 22'1/Z 3'4' 5' 6' 7' 8' 9' 10' 32' 14', ,1~-W4' ~' 2' 3' 3'.4' ,4'4' 5'. ~'7' Restrained Joints Sholl Be Mechonical Joint ~th Retainer US Pip~ TR Flex Joint S~tem, .US Pipe Reid LOK G~ket Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LF._~GTHS ARE MINIMUM LENGTHS THE DEDGN 'ENGINEER SHALL [)ETERMINE IF LONGER LENGTHS ARE REDUIRED. 232 TYPICAL BEDDING SECTION FOR PVC SEWER LATERAL ~ APPUCABLE TO ABC 'TRUS~ 'pIpF AND ~rI~FIED C, LAY PIPF., ClJ,S~E.5 A.B,~tC. (SF~"CIRCA'TION ,15TM-12) i 6. muir f SERVICE CDNNECT~ FOR SHALLOW SEVERS (Less Thon 15' 0eep) PRECAST CONCRETE BOX INLET { '~'"~lTJ ',.~LAC'E ~P~NSH3N D~gRASt. E: .P. $1..CXc~ 1'IfI,.{ kt UAX~uM 1 ,12'tn. SEC~I0~ A-A WlDll'I OF RAMP F SECTIO~ C--C SECTION B-B SIDEWALK RAMP FOR HANDICAPPED ENLARGED HANDICAP' PARKING SYMBOL DETAIL HANDICAPPED PARKING SPACE DETAIL COPING, 0.05 ALUMINUM W/20 YEAR KYN/~ RNISH -- BLOCK (TOP COURSE ---/ III ONLY) 8" SP~ F~E BL~ ~ ~R E~AnON fs ~ mP ~D ~ ~t~ =g?.3~' WALL SECTION FRONT ELEVATION DUMPSTER ENCLOSER DETAIL STORMTECH PRODUCT SPECIFICATIONS 2.8 1.0 GENERAL 1.1 STORMTECH CHAMBERS ARE DESIGNED TO CONTROL STORMWATER RUNOFF, AS A SUBSURFACE RETENTION SYSTEM, STORMTECH CHAMBERS RETAIN AND ALLOW EFFECTIVE INFILTRATION OF WATER INTO THE SOIL. AS 2.9 A SUBSURFACE DETENTION SYSTEM, STORMTECH CHAMBERS DETAIN AND ALLOW FOR THE METERED FLOW OF WATER TO AN OUTFALL. · 2.10 2.0 CHAMBER PARAMETERs 2.1 THE CHAMBER SHALL BE INJECTION MOLDED OF 2.11 POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT TO ENVIRONMENTAL STRESS CRACKING (ESCR), AND TO MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER TEMPERATURES EXPERIENCED DURING INSTALLATION 2,12 AND SERVICE. 2~ THE NOMINAL CHAMBER DIMENSIONS OF THE STORMTECH SC-740 SHALL BE 30.0 INCHES TALL, 51.0 INCHES WIDE AND 90.7 INCHES LONG. THE NOMINAL CHAMBER DIMENSIONS OF*THE STORMTECH SC-310 SHALL BE 16.0 INCHESTALL, 34.0 INCHES WIDE AND 90.7 INCHES LONG. THE INSTALLED LENGTH OF A JOINED CHAMBER SHALL BE 85.4 INCHES. 2.13 2.3 THE CHAMBER sHALL HAVE A CONTINUOUSLY CURVED SECTION PROFILF- 3.0 2.4 THE CHAMBER SHALL BE OPEN-BOTTOMED. 3.1 2.5 THE CHAMBER SHALL INCORPORATE AN OVERLAPPING CORRUGATION JOINT SYSTEM TO ALLOW CHAMBER ROWS OF ALMOST ANY LENGTH TO BE CREATED. THE OVERLAPPING CORRUGATION JOINT SYSTEM SHALL BE EFFECTIVE WHILE ALLOWING A CHAMBER TO BE TRIMMED TO SHORTEN ITS OVERALL LENGTH. 3.2 2.6 THE NOMINAL sTORAGE VOLUME OF A JOINED STORMTECH SC-740 CHAMBER SHALL BE 74.9 CUBIC FEET PER CHAMBER WHEN INSTALLED PER STORMTECI-rS TYPICAL DETAILS (INCLUDES THE VOLUME OF CRUSHED ANGULAR STONE WITH AN 3.3 ASSUMED 40% POROSITY). THIS EQUATES TO 2.2 CUBIC FEET OF STORAGE/SQUARE FOOT OF BED. THE NOMINAL STORAGE VOLUME OF AN INSTALLED STORMTECH SC-310 CHAMBER SHALL BE 31.0 CUBIC 3.4 FEET PER CHAMBER WHEN INSTALLED PER STORM'rECH'S TYPICAL DETAILS (INCLUDES THE VOLUME OF CRUSHED ANGULAR STONE WITH AN ASSUMED 40% POROSITY). THIS EQUATES TO 1.3 CUBIC 3.5 FEET OF STORAGE/SQUARE FOOT 'OF BED. 2.7 THE CHAMBER SHALL HAVE FORTY-EIGHT ORIFICES PENETRATING THE SIDEWALLS TO ALLOW FOR LATERAL 3.6 CONVEYANCE OF WATER. THE CHAMBER SHALL HAVE TWO ORIFICES NEAR ITS TOP TO ALLOW FOR EQUAMZATION OF AIR PRESSURE BETWEEN ITS INTERIOR AND EXTERIOR. THE CHAMBER SHALL HAVE BOTH OF ITS ENDS OPEN TO ALLOW FOR UNIMPEDED HYDRAULIC FLOWS AND VISUAL INSPECTIONS DOWN A ROW'S ENTIRE LENGTH. THE CHAMBER SHALL HAVE t4 CORRUGATIONS. THE CHAMBER SHALL HAVE A CIRCULAR, INDENTED, FLAT SURFACE ON THE TOP OF THE CHAMBER FOR AN OPTIONAL 4-INCH INSPECTION PORT OR CLEAN-OUT. THE CHAMBER SHALL BE ANALYZED AND DESIGNED . USING AASHTO METHODS FOR THERMOPLASTIC. CULVERTS CONTAINED IN .THE LRFD BRIDGE DESIGN- SPECIFICATIONS, 2ND EDITION, INCLUDING INTERIM SPECIFICATIONS THROUGH 2001. DESIGN LiVE LOAD' SHALL BE THE AASHTO HS20 TRUCK. DESIGN SHALL CONSIDER EARTH AND LIVE LOADS AS APPROPRIATE FOR THE MINIMUM TO MAXIMUM SPECIFIED DEPTH OF F1LL THE CHAMBER SHALL BE MANUFACTURED IN AN Isa 90012000 CERTIFIED FACILITY. END CAP PARAMETERS THE END CAP SHALL BE INJECTION MOLDED OF POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT TO ENVIRONMENTAL STRESS CRACKING, AND TO MAINTAIN .ADEQUATE STIFFNESS THROUGH HIGHER TEMPERATURES EXPERIENCED DURING INSTALLATION AND SERVICE.. THE END CAP sHALL BE DESIGNED TO FIT INTO ANY CORRUGATION OF A CHAMBER, WHICH ALLOWS: CAPPING A CHAMBER THAT HAS ITS LENGTH TRIMMED; SEGMENTING ROWS INT0 STORAGE BASINS OF VARIOUS LENGTHS. THE END CAP SHALL 'HAVE SAW GUIDES TO ALLOW EASY CUll'lNG FOR VARIOUS DIAMETERS OF PIPE THAT MAY BE USED TO INLET THE SYSTEM. THE END CAP sHALL HAVE EXCESS STRUCTURAL ADEQUAClES TO. ALLOW CUTTING AN ORIFICE OF ANY SIZE AT ANY INVERT ELEVATION. THE PRIMARY FACE OF AN END CAP SHALL BE CURVED OUTWARD TO RESIST HORIZONTAL LOADS GENERATED NEAR THE EDGES OF BEDS. THE END CAP SHALL BE MANUFACTURED IN AN Isa · 9001;2000 CERTIFIED FACILITY. : STORMTEC'H GENERAL NOTES 1. STORMTECH LLC ('STORMTECH") REQUIRES INSTALLING coNTI:~CTORS TO USE AND UNDERSTAND STORMTECH'S LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE A PRE-INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A TECHNICAL SERVICE REPRESENTATIVE OR VISIT WWW.STORMTECN.COM TO RECEIVE A COPY OF OUR INSTALLATION INSTRUCTIONS. 3. 'STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN :(ASPHALT, CONCRETE PAVERS, ETC.): MINIMUM COVER IS 18 INCHES NOT INCLUDING PAVEMENT; MAXIMUM COVER IS 96 INCHES INCLUDING PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER iS 24 INCHES, MAXIMUM COVER IS 96 INCHES. 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAM~ER FOUNDATION MATERIALS REARING CAPACITIES TO THE DESIGN ENGINEER. 5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS. 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS :AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 8. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION INSTRUCTIONS FOR A TABLE OF - ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEBSITE: WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE STORMWATER SYSTEM.. TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE . COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION AREAS. 9. THE CONTRACTOR MUST APPLy EROSION AND SEDIMENT · CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. 10. STORMTECH PRoDuCT WARRAI~ IS LIMITED. SEE CURRENT PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT 1-885-892-2694 OR VISIT WWW.STORMTECH.COM. ACCEPTABLE FILL MATERIALS- STORMTECH SC-310 AND SC-740 CHAMBER SYSTEMS MATERIAL LOCATION BINDER AND SURFACE COURSE MATERIAL FROM 18" TO GRADE ABOVE CHAMBERS (~) FiLL MATERIAL FOR 6' TO 1'8" ELEVATION ABOVE CHAMBERS' · (24" FOR UNPAVED INSTALLATIONS) EMBEDMENT STONE SURROUNDING AND TO A 6" ELEVATION ABOVE CHAMBERS FOUNDATION STONE BELOW CHAMBERS DESCRIPTION ANY ROCK/ASPHALT MATERIALS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. GRANULAR WELL-GRADED CRUSHED STONE #53 '. AGGREGATE :, <35% FINES. WASHED ANGULAR STONE WITH THE MAJORITY OF PARTICLES BETWEEN % - 2 INCH WASHED ANGULAR sTONE WITH'THE MAJORITY oF PARTICLES BETWEEN % - 2 INCH AASHTO M43 DESIGNATION N/A 3, 357, 4,467, 5, 56, 57, 6, 67, 68, 7, 78, 8,89,9, 10 3,357,4,467,5, 56,57 3,357,4,467, 5,56,57 AASHTO M145 DESIGNATION N~A A-1 A-2 A-3 N/A N/A COMPACTION/DENSITY REQUIREMENT PREPARE PER ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND pREPARATION REQUIREMENTS. COMPACT IN 6" LIFTS TO A MINIMUM 95% STANDARD 'PROCTOR DENSITY. ROLLER-GROSS VEHICLE wEIGHT NOT TO EXCEED 12,000 LBS. DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. NO COMPACTION REQUIRED PLATE COMPACT OR ROLL TO ACHIEVE A 95% STANDARD PROCTOR DENSITY 6' MIN. 96" MAX. 18" MIN. DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER* *SEE SECTION 4 OF THE STORMTECH DESIGN MANUAL AASHTO M288' CLASS 2 ' NON-WOVEN GEOTEXTILE ALL AROUND 'ANGULAR STONE 10 x 10 SC-310 Chamber Bed 10 x 10 6C,-740 Chamber Bed J ,8 I · I . 1 F: t ~r-r-oy Function 1. ~'~W the outlh,~e o~ the SC-31~ P.B333 x 7.[t67 SC-740, 4~'~5 x 7,1167 ~3' Make the chamber ~ block, Select the c'h~r. SeLect the {~rray comm~nd. ¢o~ ex~e~es above). width plus 6-~h sepa~lon). [np~ t~ column o~se~ ~s 7J167. Fo~ SE-740 c~e~ In~ ~ Pow o~ ~s 4,75 (tnct~e~ ch~mbe~ wtd~h plus 6-~h seporo~on), I~pu~ t~ colu~ o¢¢se~ ~s 7J167. I I r~.~oo I IJ'°'~°°° Set anDie oF rotation et 0 (unless m specific bed ro~;~tlon is required), D~Le~he Click prev~ button to ~ew ~e ~d Layout, CliCk ~ccep~ or ~dlFy, SC 7 R Cot--. DCr~* 4.75 ~ ~ ~j~) ~1-31~1 Fox: (317) 841-995~ SC-740 END SC-740 % - 2 INCH WASHED, CRUSHED, ANGULAR AASHTO M288 CLASS 2 NON-WOVEN ,, . ILAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% iFINES. COMPACT IN 6 IN !LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN-- STORM3~CH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. i .. PAVEMENT INCREASE COVER TO 24 INCHES .'-"",~:" 6" MIN. 30" MIN. MAX. DEPTH OF STONE TO BE DETERMINED · BY DESIGN ENGINEER 6" MIN.' / DESIGN ENGINEER IS RESPONSIBLE FOR /' ENSURING SUITABILITY OF SUBGRADE SOILS* / MIN. 51" STORMTECH SC-740 CHAMBER SYSTEM TYPICAL CROSS SECTION DETAIL NOT TO SCALE .. . · . .... .,. .. 12" MIN. TYP. FOR STORMTECH INFORMATION CALL 1-888-892-2694 *SEE STORMTECH°S DESIGN MANUAL PAVEMENT PAVEMENT SUB=BASE ;HTO M288 CLASS 2 NON-WOVEN GEOTEXTILE -- % - 2 INCH WASHED, CRUSHED, ANGULAR STONE BACKFILL* ' ' AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE SC-740 CHAMBER SC-740 END CAP STORMTECH SC-740 CHAMBER SYSTEM ' PLAN VIEW DETAIL NOT TO SCALE %- 2 INCH WASHED, CRUSHED, ANGULAR STONE BENEATH AND AROUND CHAMBER BED* FOR STORMTECH IN FORMATION CALL 1-888-892-2694 * SEE STORMTECH'S DESIGN MANUAL STORMTECH I~SOLATORTM ROW COVER ENTIRE ROW WITH -~ AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE SC-740---8' WIDE STRIP SC-310--5' WIDE STRIP 'INSPECTION PORT BY DESIGN ENGINEER WOVEN GEOTEXTILE THAT MEETS AASHTO M288 CLASS 1 REQUIREMENTS BETWEEN FOUNDATION STONE AND CHAMBERS SC-740--5'-6; WIDE STRIP SC-310---4' WIDE STRIP FOR STORMTECH INFORMATION CALL 1-888-892-2694 STORI~ITECH ISOLATORTM ROW PLAN VIEW DETAIL NOT TO SCALE I ~' H]N Ill ES' PAX nD PIPE SET t.5' FR~ ~]TTDN OF ~R ~C~ ~T // ~/ SUMP :l ' - = · --C~3VEI~ ENTII~ RDV '~/rrH AASHTD ~ CLAS~ P STORMTECH ISOLATOR'"" ROW PROFILE VIEW DETAIL NOT TO SCALE · -._ ,,.% s~oo',',,,,. _~ ~. No. [ [ 880573 on Date I t .I ,[ENGINEERING, INC.' ~el, , mint T~ ~tl~n ~u~tf , ~e~ . As Noted ~ 46~0~ UesJg~ By~ 'Ora~ 9y " ~ Checked B7~ .pproveo u~ I~eet No I I ~ ~ 113110 Pr~l~ Rood. N~les~lte, IN - ' -' ~me: (317) 8(1-3141 Fo~ (317) 841-g95t U~ ~rH, 1 ~S GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 INCH LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. % - 2 INCH WASHED CRUSHED ANGULAR STONE. DEPTH OF FOUNDATION STONE TO BE DETERMINED BY DESIGN .ENGINEER* DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THE SUITIBILITY OF SUBGRADE SOILS* AASHTD M~88 CLASS NDN-~/DVEN GEDTEXTILE SC-740 CHAMBER AND ENDPLATE · * SEE STORMTECH'S DESIGN MANUAL FOR STORMTECH INFORMATION CALL 1-888-892-2694" STORMTECH SC-740 CHAMBER SYSTEM VENT DETAIL NOT TO SCALE PAVEMENT GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 INCH LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN ' ST. ORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. OUTLET CONTROL STRUCTURE PER DESIGN AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE REMOVABLE ELBOW CATCH BASIN OR MANHOLE 18" 96" MIN. MAX.!'~ 4" PVC RISER SC-740 CHAMBER AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE MANHOLE WITH. OVERFLOW WEIR /-- FLOOR BOX FRAME AND LID W/S.S.. / CAP SCREW UD CLOSURE / : / 'F CLEANOUT WITH SCREW-IN CAP PAVEMENT --~ / / ~ / / FcLAss"c'c°NcaETE ~ / / '/ /AASHTO M288 CLASS 2 NON'wOVEN GEOTEXTILE 1" / ..... - / "---- INSPECTION PORT TO BE / / ATTACHED THROUGH t , / KNOCK-OU'r LOCATED '' /" -- AT CENTER OF CHAMBER J / FOR STORMTECH INFORMATION CALL 1-888-892-2694 STORMTECH SC-740 CHAMBER SYSTEM OPTIONAL INSPECTION PORT DEATAIL NOT TO SCALE PRE-TREATMENT PER DESIGN ENGINEER -OVERLAP NEXT CHAM~ER HERE F-CREST t4 PL ,5' [a PL B · BUILD ROW IN %START END THIS ])IRECTIDN STORMTECH SC-740 CHAMBER CORRUGATION DETAIL NOT TO SCALE ~~CH  '- STORMTECH / ISOLATOR ROW ' ACCEPTS 4' SCH 40 PIPE FOR CLEANOUT OR INSPECTION PORT 90.7" ACTUAL LENGTH SUMP PER DESIGN ENGINEER DESIGN ENGINEER IS 'RESPONSIBLE FOR ENSURING THE SUITABILITY OF SUBGRADE SOILS* OUTLET PIPING PER DESIGN. % - 2 INCH WASHED, CRUSHED. ANGULAR STONE* OUTLET PIPE PER DESIGN SC-740' CHAMBER SC-740 ENDCAP AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE A. FOR UNPAVED INSTALLATION WHERE RUTTING MAY OCCUR, INCREASE COVER TO 24 INCHES * SEE STORMTECH'S DESIGN MANUAL FOR STORMTECH . INFORMATION CALL 1-888-892-2694 STORMTECH SC-740 CHAMBER SYSTEM INLET. OUTLET DETAIL NOT TO SCALE, ECCENTRIC HEADER 85.4' INSTALLED ~4~.W~III IIIiii1,~ !'T~ '~X~' STORMTECH ~573 ~ ~ CHAMBERS ~;:~;,~ ~NAL NOMI~ C~MBER SPECIFICATIONS '"'~' ' SIZE ~ x H x INSTeaD LENGTH) · ,,;;~ ~&,~;;'~ ACCESS CHAMBER STOOGE ~,,~?,.m~ MINIMUM INST~D STOOGE  WEIGHT ~c ~ STORMTECH CHAMBER SYSTEM ~., .~.~,~.~ ~N~~~~~OW ~ ~.. ~~,., NOT TO SCAE  'r T~ C~ments · Left;rs J ~3110 Promise Rood, N~les~lle. IN 46060 J~m~ (317) ~1-3141 Fo~ (317) 841-995l STORMTECH SC-740 CHAMBER De.ign ]~y 51.0" x 30.0" x 85.4" 45.9 CUBIC FEET 74.9 CUBIC FEET 75 LBS. FOR STORMTECH INFORMATION CALL 9-888-892-2694 . . S.[om?ech Detail., I~oa~e~o.11/01/04 Tom Wood Nissan r°"'~ ,~.o MFH ~S J ~S Sheet No. 14 ~ lB gTE ORNNNG: C, md~ Con,,t~or shal ~.~ dl cutt~ mb~ , ,c~m~x~'Uo,. g o.f m~ ogd rough 9rod~n9~' B. R.ou~ Gradk~ the tdmmce ~ .p~ed o'eas ~mf M.t..xcbd 0..10 ~ .~us .,or m~ ~ not. oxceed 0.10 bet. ~ or mimm the established ~gde. NI banks ~ other breatm In grade shall 5e rmmded at to~ and bottom, . C, Compoc~ R~ 2, NI ohr fill oreo8 dmU be compoded to gl~ stond~rd proctar denMty. er ..s~.. ~re mceuntsred. It is ,.~gd' sm:in mk:deUont Furmer, Tq._t ~ mcuw~ms ~ .mba.to..~. k~ of ~ .borb~ If tach an oct~ shbrtmle o A Contn~tor shell him ot Contro~m expm~e_ un kd~s~nt A 1he l.~k under Udn lee4~ ~ dl Imltorv STORM IdA1ERIN. S ond sh~ be o mk of ml~xw'[bn~:r firm md ~ minknum of 2 Jnchm,. The du~. of moct~e IWnOe. eann~e shall be no bss ~ 1'-1/4 k~ch# her more tt~n 3 Ind.& ~ tes~ ~ C-14,3 T.,~pe IA er TI~ IliA. c~ r~eferc~mEnt ihall cmfoffn to ~m Al~5. " ~ of M~ T-~. ei~ P~t - ~t ~t ~ete of ~ h~o ~ m ,~_~. of ~ ~ ~ ~ ~m md ~ ~n ~ ~ ~ to ~ ~, ~ a 'cont 13110 Promise Rood, Noblesvflle, IN 46060 Demgn By Specifications Torn Wood N~rt f~ay T~,m~bip, N~Lon Count]*, lndJe, na Drawn By I Checked By Appr~;d By ® PRUNE BRN4Ct'IES AND -' FOU/~ INITEN~LY BY 1/4 SHN~ NEVER CtE OUT FIKN 'IOP 1/31~) 0F IWd. BE SCA~IFIEI) ~ TO. * SOIL BtCI(F~ TO ~ 75~; TOPSOIL Nil:) 25% PEAT ('I'MPED) ~ PRUNE BRANCHF~ AND FOI..IAGE BY ~1.4:~1 ~ Ii ~ WIRES l~lCt~l~ IN ~ POL¥ 'IUBNG AT ~'rRUNK/~O SECURE TO 3 ~-) z'x~'xzz' SUOHTLY H~OHER TH~ II B I L~'- WRN~ ~mR£ 31~JNK TO HE]I~IT OF SECOND EXLSm~ aW)~-. ---'~. ~ BRANm, T~ EVaW 6'. ~.5x ,OOTa~U. ~ ,. ~, I~ II / - 3' MIN, !MULCHED SNJCE~. W~. AU. ~ -~ i~ II ? /..----TOPSOIL :... ~l~jt~ji~k~' ',---~v~o ~ ~x., SUB ..... ~ ~ D(3EnlG SUBSOL OR 'Fr~e Piantin,q Dotail .. ~.~ ~-~ 8~: N.I.8. Imp,mi, 1 pm, t Imeetjd ~ 1 pm't maq)(q~ e~l t/2 pound limt W)e:ld krmtmr Per aelc ix'ler ~o mxldln6 kaem m Pfodde ~mlded Men kx' al l""n m "tllzlngll~'t Turf T~q~e TdF~ ~y~ete~.~4~~~l~~ ( Fq.4CE ROOT ~ SLIGH11.Y ~QHER ~ ~ ~ ~ gULCH HF./MLY 6" &liN.- : TOPSOIL ~ 2b~ PEAT (TN, APED) ~ ExISnNG ~ OR (~ Shrub Plantin,q Detail \ ~~ ~ MINIMUM 2)( ~ , Scale: N.T,S. PLANT SCHEDULE Tm x mm&. 'lb~yan' ")4' Sinad PERENNIAL / GRASS SCHEDULE 1 2 'CAUPER HONEY~OCUST TYPICN. LandScape Master Plan Scale: 1'=- ~-r FIGURE 5-3 tI~4F. AT 0R IWE 3.5 L~IS. 2BU. C(3~IEE ~ 1' ~ 1-1~' ~ ~"~1~ ~. ~~ 1/4'~ ~. Sj~,?ing Schedule, NOTI=- 3/1~/o4. E~OSION CONTROL- ETGHT-OF-WAY FOR A DISTANCE O~ 25 FEET ONCE THE: CURB FLOOD MAP INFORMATION ; II~UI~C~ RAIE MN~ ~HE ~ DC]ES NOT LIE W1HIN A FUX]DWAY O1~ FLCX~DWA¥  AREAS TO BE SODDED OR SEEDED W/ PERMANENT SEED' LIGHTS & POLES, J-'l OR I--1 AND WALL PACK LIGHTING · UTI LITY STATEMENT: The un~rground uUIRies ehown hove been located from riehl lurv~¥ Information and existing drawings. The surveyor makes no guarantees that the underground ~{llties comprise eli such utilities in the ere,,. either in-service or ob~3ndo~ed. '[he surveyor further does ~ot wan'ant that the underground ~iliUes shown ore in the exact location indicated although the mur~eyor does certify tho~ they ore located os accurately os possible from information available. The surveyor has not physically located the underground utilities. I~RMENSCHNEIDER ASSOCIATES, INC. 311~-~T~60 Paz 317.~5~1 I ~ b~/~o/~Ac Com.~.,. ~ Letters . Tom 'Wood Nissan °: ,'..o J Illl Ill AQUA SWlRLTM SPECIFICATION NOTES 10-14-04 1. Manufacturer shall be responsible for complete assembly of Swirl Concentrator. 2. Swirl Concentrator shall be fabricated from Solid Wall high-density polyethylene (HDPE) ASTM F 714 cell doss 34546¢C per AS~ D 3350 or walls greater than 65" OD shall be fabricated from profile ~oll HDPE 'AS~' F 894 RSC' 250. ~. HDPE stub outs and internal components shall be extrusion ~elded using accepted' ~eldin§. practices. Stub outs shall be supplied by Manufacturer end ~elded on inside and outside. 4. Manufacturer shall supply direct access to S~irl Concentrator via 30-inch iD riser(s), ~hich coif be field cut to match finished grade by Contractor, 5. Contractor shall supply pipe couplings to end from S~irl Concentrator, ~hich shall be Fernco' or Mission style neoprene boot ~ith stainless steel tension bands and shear guard. 6. Contractor shall prepare excavation and off-load S~ifl Concentrator, Contractor is responsible for bedding and backfill around S~id Concentrator ~s detailed on site plan. (see notes 10 and 11) 7. Manufacturer shall supply standard manhole frame(s) and cover(s). (Traffic rated H20) B. Where traffic loading (H-20) is required-, or anticipated, a reinforced concrete pad must be placed over the entire Swirl Concentrator per concrete design os calculated by Engineer. Sample of typical concrete design detail is o¥oiloble upon request. 9. Bollords shell be pieced around access risers in non-traffic areas to prevent inadvertent loading by maintenance vehicles. Sample of typical bollord installation detail and recommended locations of bollords around the Swirl Concentrator con be · provided upon request. 10. ExcoYetion and Bedding'- The trench end trench bottom shall b'e constructed-in accordance with ^STUD' 232-1, Section 6, Trench"Excavation," and Section' 7, InstolleUon. The HDPE Swirl Concentrator shall be installed on o stobte bose consisting of 12-inches of Class I Stone materials (angular, crushed stone or rock, crushed gmv'el; large void content, contains little or no fines) os defined by ^SM D 2321, Section 5,. Uoterials, and compacted to 95%' proctor density. All required safety precautions for Swirl Concentrator installation Ore the responsibility of the Contractor. 11. Backfill Requirements - Backfill materials shell be .Class I or II stone materials, (well graded grovels, grovel), sands; contains little or no fines) Os defined by ^SM D 2321, Section 5, ~ateriols, and compacted to 90% proctor density. Class I materials are preferred. Backfill and bedding materials shall be free of debris. Backfilling shall conform to ^S'I~I F 1759, Section 4.2, "Design Assumptions". Backfill shall extend at least 3.5 feet outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser(s)) extending laterally to undisturbed soils. I! 110'- 1~' H])PE t~ O,30Z SLDPE 744.74 5,60 41,16 X 744 STANDARD NOTE: Peak Treatment Iqo~: 11.2 ors Sedbnent S~ 115ft· : Oil/Debr~ SIr.~: 710 ~ P __l~__ ~ee ~=ompanled Aqua-Swirl Ipec~cation notes. See Site Plan for ~; ~ ~ent~ 119" 0106 3/4" coupling by Contractor. 12" long Stub-out by Nanufa~jrer. 26" OD (Sho~) 42" M~ Manhole Frame and -- Cover by Manufacturer, (See Details) 745.60 Grade (Rim) 745.28 ., 739.45 Rim elevaMons to match finished gmde. HDPE risers can be field ¥~.e~ 2.32' for Top 114" Phone (~) 733.78 . , 119' Plan View ~nhol~ Fmm~ & ~o~r I:~t:~l For 1t-20 Traffic Loading ~'~a~ A u Shmeld I . ~-~ .............. | .f.:m~: J 1:,t0 ~.,-~~,~,-~.---==~;~:~-.~ ...... ...~ Aqua-Swirl Concentrator Model AS-8 Standard Detail · . www. aquash~lnc.mm /u.~. ~nmn~ m~. ~ . .~ ar~ oe,~r ~ ,enmegI 12" _ Section A-A Undisturbed Soil 744.37 74423 "HgPE SLDPE 743,64 11' . ~4' H~PE X SLDPE '~/~'~ ~" ' ~"" ..... Tom Wood Nissan "~ ~me: (317) ~1-3141 Fox: (317) 841-9851 ~ UFH ~S RES l~eet NO. II II II mi I GRAPHIC SCALE · ( rs frs? ) -. _ GRAPHIC SCALE 1 inch = 50 fL. Lighting calculations provided by LightSOURCE ore based upon input data provided or assumed. For this reason, the calculation input data is included with this calculation for your consideration and understanding. Jobsite conditions, insufficient and or incorrect information may affect the installed lighting results. Neither UghtSOURCE nor the manufactures we represent will be responsible for any deviations in the design or construction affecUng the appearance of the lighted space. ~ (4) .r~' x 24' Mc~ Tom Wood Nissan ENGINEERING, INC ' z,~.~.~,,--, c,.~ ¢'""....,. ...-,,~o,~ ~ .... ,¢,~ '~me: (317) ~1-3141 ro~ (317) 841-9951 ~H ~H ~S i