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PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 LEXINGTON FARMS SUBDIVISION PROJECT SUMMARY Location: South property line is 106th Street North property line is 111th Street East property line is Railroad West property line is First Addition to the Town of Homeplace Area: 89.6 Acres Existing Zoning: R-1 & R-3 Proposed Zoning R-1 Cluster Option Lots: 272 in Eight Sections Density 3.0 lots/acre Lot Sizes: 75 x 120; 70 x 105; 55 x 105 Bldg. Setbacks: Lexington Drive 351 ; Cul-de-sacs 221 ; all others 251 Streets: 501 rights-of-way; 301 streets except 261 on Cul-de-sacs Developer: Davis Development Corporation 8200 Haverstick Road, Suite 250 Indianapolis, IN 46240 Phone: (317) 253-7474 Engineer/Surveyor: Paul I. Gripe, Inc. 7172 Graham Road Indianapolis, IN 46250 Phone: (317) 842-6777 Engineer: Chris White Land Development Engineers/Land Surveyors/Architects/Land Planners Page 2 LEXINGTON FARMS SUBDIVISION TABLE OF CONTENTS PAGE 1 . Project Summary 2. Table of Contents 3. Location Map 4. Zoning Map 5.• Aerial Photo 6. Master Site Plan 7-9. Landscape Plans 10-12. Preliminary Plats 13-18. Typical House Elevations 19. Elevation of 106th Street Entrance 20. Plan View of 106th Street Entrance 21 . Elevation of 111th Street Entrance 22. Plan View of 111th Street Entrance and Belair Park Detail 23. Lexington Park Detail 24. Clubhouse Detail (Existing Settles House) 25. Pool House Detail (Existing Pool House) 26. Keeneland Park Detail 27. Belmont Park Detail 28. Canterbury Park Detail 29. Typical Entry Sign 30. Typical Amenity Identification Sign _ 31 . Typical Shadowbox Fence, Post Light, Mailbox and Street Sign 32. Typical Wood Rail Fence 33. Typical Lot Size, Setbacks and Parking 34. Typical Street Plan and Road Improvements 35. Watershed Plan 36. Typical Swale and Detention Lake Sections 37. Soil Map -. 38. Erosion Control Summary 39. 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I� •.e.• I•� 1• %r —4111111001.7 1 ' :,` .*:: j 7.,._ _�. • br till.. . . 1 '' r co c� *o rni • � - • • ..I• . j •p rrr Cr ..'fie O\1 r. 4 V ••.�'. . �". ,Y. ;• .0 Q e gee • 11 \^J _ ., . - o ..: .;� •'jU. �.. SII,ic ii"(}�I 1= 'r• �•4 (P ...•• �' W4TER&IEO PLAN SCALE / 2 '&O NOTE.' ArpCOX,r,Aru/ a 5% ,44 (idol Be" 4d.4/451E 7Z d°377r el l'w,ri of • k/.4rt;esoatcp (;3J� . /':.v4 EXISTING GRADE I / PROPOSED GRADE UNDERCUT SWALE BY 0.2: TO ALLOW FOR FUTURE SILTING TYPICAL SWALE DETAIL SCALE NONE • • 14724VA Z/65 ,ov yc. �y VAgieS SEE 4:1P1.01/4/ /4/ — - - — — ^i' /.o 4 /%'4' /o'% AV' TYP/CAL PETENT/ON LA/<E SECT/ON 1 . • 1 I 1 1 � � Co. •�• l tlf 5 / q ��..4 '1 t•l• I'll" iirif...ar_.: :'•:1--.-? ‘..e, L-1:.... ,..,... i C(A/ kiinit.),, fe:641Valr'"- ' I ,•r. .. , at Bf CtA •�« CrA CeA to OA k's\ `I 1 • • ^� 1 I- e �w i •Echo Crial .f'y ip -%, Nt,ZZ41110.:..:... • • .11/• aP ( ® . ' %CA794 1/4%, • 1 IN' •, ZI. '�. MOMi PtAct .. ,. _._ CfA,�. L1..�.•._ Ym$LI ' / .1 . y U rr. .C i t �' `;'� Gra.. C • . • • 'r, 'f .. oily,. •� 1. , Mind : 4 . .... . Nor .. .., i . :•,.. . 12:1 ,t. , . I 1 • .•u ' ✓r 1 :li / '.' ,,. r:• / �Orcb.rd .r •l C{A • 1 (v "lc ' •• 1, •, • • • t ^• • 1• CIA. ICrA, 'Ymd 2� . 1 ci_. • • ' • Noll Rids;V•iflo9• �; •. .. ' ,• l. r ' ' ,ynd2 Ccll;yahiiti 'o• t• . 'i!/ ^r !bi':.....• 1 ' ji .1. 11 • • i .. fro• NI .... I .. - ". • .... . 1•irdiN //, _t • CrA 17 �_ Y_ 7 _ L C• M01.1 An Or •,---.....- 1 > 41• Cr,l .. \• r Or 11 I \1!I �, WJIa•/ ,l� I n ` it I _ .8r nr n 1 Az oeoo7Csn:A,y sivy used a7 / C.41 C ecu'IlY .r c,y w- so/L /`104P "4 I'7/AM/ si,er> Law./ SCALE /.'/5, ? 0I • • 7ì) Sal I Frp'j(on Control $upmary The following is a list in sequence of construction activities to control soil erosion: 1 . Contractor shall install sediment traps and straw bale filters, as shown. 2. Mass grade the site (sides of swales, mounds and ponds to • be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a time period that will prevent slope erosion. For temporary seeding the contractor shall utilize a fast growing seed of either oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 3. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept . to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 4. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Rip rap shall be placed in areas of high velocity stream flow (minimum size 1/3 cu. ft.) . Payment for additional straw bales shall be at the Contractors expense. Payment for additional rip rap (not shown on plans) and seeding shall be paid for on a unit basis. 5. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and, water,mains. Straw bale filters shall be installed at all storm inlets ( Including street inlets) . 6. All proposed street areas shall be paved as soon as possible after subgrade Is prepared. 7. All disturbed areas shall be seeded and mulched as specified below. This shall Include all building pad fill areas. 8. Contractor shall remove all temporary erosion and sediment controls only when there Is a sufficient growth of ground cover to prevent further erosion. I . • . l TYPE - PROFILE VIEW I � • r 1 I _ . . r— I . Q Ditch1 . I I 1 PLAN VIEW ( For Length and Width SN Pions) I TEMPORARY SILTING PIT (Psrloac Cbarinq R.q.rod I I I ANGLE FORST STAKE TOwAROp. PREVIOuSO.Y 1.A101sALEiiveII ), r CHINK GAPS 4» .,f ,y ,� ./SIRom. . . .i _ II ( .^ w000 STAKES O.S.•2.0' kie Y� ^A r' in GRoun0 SECT ION r i STRAW BALE, DAM DETAIL I •I I I I I . (...--E1'.)