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HomeMy WebLinkAbout07050001 Westmont Sec. 1, Large Plan pg. 01SHT. DESCRIPTION C001 COVER SHEET C100 TOPOGRAPHICAL SURVEY C200 —C201 SITE DEVELOPMENT PLANS C300 —C304 EROSION CONTROL PLANS SPECIFICATIONS C400 —C410 STREET PLAN PROFILES INTERSECTION DETAILS TRAFFIC C500 —0503 SANITARY SEWER PLAN (Sc PROFILES C600 —C603 STORM SEWER PLAN PROFILES SUMP PLAN C700 —C701 WATER PLANS WATER DETAILS C800 —C805 CONSTRUCTION DETAILS SANITARY STORM STREET HANDICAPPED RAMP SHT. DESCRIPTION 16 ALL REVISE PER TAC COMMENTS 8/3/07 BAH ALL REVISE PER TAC COMMENTS 11/15/07 CRM MGF ALL REVISE PER DEVELOPER CHANGES 12/4/07 CRM 14 15 16 17 18 4 3 2 1 olo sLe ID Q U!& Itv PM Ni 1ON 1 IN PM 2003 E'1 M I SUOE IIIII V4a 11 41 tI3 SION LOT 1 BENNETT SUBDI NSTR. No. 2004 P.C. 3, SUDE CU ERLY MM, et al —1331 FORMERLY VERA R. SUIT 4, PG. 17 NOW OR FORMERLY THOMAS CAROLYN B. TOLL D.R. 310, PG. 838 NOW OR FORMERLY DANIELLE SULUVAN INSTR. No. 2001-66307 VICINITY MAP NOT TO SCALE INDEX a i Nowt 4 2 6 'A I fillyi iii ta 1 1 �1 Tl Al l oom II iv 41 11 wA 111111 II 0 or O li r K 111 mil UiInIk OR FORMERLY MARY D. LONG R. 220, PG. 320 NO .RMERLY WILLI STUMM E. WANET AM L. A STUMM NOW OR FORMERLY CURTIS M. MARCIA K. STUMM D.R. 281, PG. 412 NOW OR FORMERLY DAN M. JEAN A. BELCHER INSTR. No. 1998 -15628 REVISIONS ESTMO SECTION ONE Developed by: PLATINUM PROPERTIES LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 PHONE: (317) 863 -2061 FAX: (317) 290 -4379 CONTACT PERSON: STEVE BROERMANN EMAIL: SBROERMANN©PLATINUM-PROPERTIES.COM 8 7 6 co 10 11 12 13 JUTLAND DRIVE ALBANIAN DRIVE 136TH STREET 141ST STREET 41 40 39 z 0 0 19 37 35 36 20 34 33 21 32 GOTLAND DRIVE 22 31 23 24 29 30 25 C Z co m C m 28 27 26 DOSING LAKE PRINCE GEORGE DRIVE EVSiNG LAKE SCALE: 1"=250' P R[NTF Crosby silt loam, 0 -3 percent slopel— this soil is light colored, silty in texture and on sloping uplands. It is deep and somewhat poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 —40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink —swell potential, high potential frost action and slow permeability. Br Brookston silty clay loam— this soil Is dark colored, silty in texture and on depressional uplands. It is deep and very poorly drained with moderate permeability. It has high available water for plant growth and high organic matter content. It has compact till starting at a depth of 40 to 60 inches. The main soil features that affect the urban development uses are seasonal high water table, high potential frost action, moderate shrink —swell potential, moderate permeability and ponded surface water. CrA NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. TOTAL PLANS PREPARED BY: SOILS MAP NOT TO SCALE SOILS MAP SPEED LIMIT: 25 M.P.H. 41 LOTS 48.325 AC. PINTO DRIVE ALBANIAN DRIVE JUTLAND DRIVE GOTLAND DRIVE DANUBE DRIVE PRINCE GEORGE DRIVE DESIGN DATA STOEPPELWERTH ASSOCIATES, INC. CONSULTING ENGINEERS LAND SURVEYORS 7965 EAST 106TH STREET, FISHERS, INDIANA 46038 PHONE: (317)- 849 -5935 FAX: (317) -849 -5942 CONTACT PERSON: BRIAN K. ROBINSON EMAIL: BROBINSONCSTOEPPELWERTH.COM PLA\S CERTIE g we-ki/%4 4 0eime,,,," 1.18 LOTS /ACRE 3 BY: 1,245.69 L.F. 800.00 L.F. 773.19 L.F. 979.61 L.F. 154.50 L.F. 187.22 L.F. 4,140.21 L.F. 5/01/07 DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER NO. 19358 111 STOE ISTEq F o No. 19358 -o STATE OF �Q luI