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Home My WebLink About04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 01SHT. DESCRIPTION C001 COVER SHEET C100 -C101 TOPOGRAPHICAL SURVEY C200 -C202 SITE DEVELOPMENT PLAN C300 -C305 STORM WATER POLLUTION PREVENTION PLAN DETAILS C400 -C408 STREET PLAN PROFILES INTERSECTION DETAILS TRAFFIC CONTROL TRAFFIC DETAILS ALT INT DETAIL C500 -0503 SANITARY SEWER PLAN PROFILES UTILITY PLAN C600 -C602 STORM SEWER PLAN PROFILES C700 -C701 WATER PLANS C800 -C802 CONSTRUCTION DETAILS SANITARY STORM STREET C900 LANDSCAPE PLAN SHT. DESCRIPTION ALL REVISE PER LAYOUT CHANGE 3/14/05 TWF ALL REVISE PER MARK UPS 4/22/05 TWF LOCATION MAP REVISIONS INDEX SCALE: 1 =200' w 0 w CHERRY CREEK ESTATES SUBDIVISION SECTION 5 developed by: PLAH\UV_PROPFRHFS L.L.C. 9551 DELGATES ROW \DA\APOLS, \DIA\A 46240 Phone: (317) 818 -2900 Fax:_(31/) 818 -910 CO\IACI: IIV WATER k°,‘ k G 0 w 252 251 z 250 PADDLE DRIVE r CRW C.A. 186 185 0 W z Un 05 (n C.A. #29 231 232 233 234 235 236 237 238 RED CEDAR WA Y 239 240 241 242 243 244 C.A. #31 MmA Miami silt loam, 0 -2 slopes— This nearly level, deep, well drained soil is on slight rises on uplands. Permeability is moderate in the subsoil and the substratum. Available water capacity is high. The main soil features that adversely affect engineering uses of this soil are moderate potential for frost action, moderate permeability, and moderate shrink —swell potential. This soil has severe limitations for local roads and streets. The base material needs to be strengthened with suitable material. Crosby silt loam, 0 -3 percent slopes— 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 hos 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. 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. MmB2 Miami silt loam, 2 -6 percent slopes— this soil is light colored, silty in texture and on sloping uplands. It is deep and well drained with moderate permeability. It has moderate available water for plant growth and a medium organic matter content. It has compact till starting at a depth between 20— 40 inches. The main soil features that adversely affect urban development uses are moderate potential frost action, moderate shrink —swell potential, moderately slow permeability, low strength and erosion during construction. MmC2 Miami clay loam, 6 -12 sloped severely eroded— this moderately sloping, deep well draining soil is on knobs and breaks along streams and drainage ways on uplands. Permeability is moderate in the subsoil and moderately slow in the substratum. This soil is suitable for urban development. The main soil features that adversely affect the engineering uses of this soil are moderate potential frost action, moderate shrink —swell potential, and moderately slow permeability. The hazard of erosion is high during construction. Fox loam, 8 to 18 slopes, severely eroded— This moderate sloping, well— drained soil is on side slopes adjacent to drainageways on terraces and in domelike areas on uplands. It is moderately deep over sand and gravelly sand. Permeability is moderate in the subsoil and rapid in the underlying material. Available water capacity is low. This soil has moderate limitations for urban development (Slope). Features that adversely affect engineering uses of this soil are moderate frost action, moderate shrink —swell potential, moderate permeability in the subsoil and very rapid permeability in the under lying material. Topsoil should be stockpiled For use in exposed areas. Westland silty clay loam This nearly level, deep, very poorly drained soil is in depressions, swoles, and narrow drainageways on outwash plains. Runoff from higher adjacent soils is ponded on this soil. Permeability is slow. The water table is commonly at the surface or is at a depth of less than one foot in winter and early spring. Availaale water capacity is high. Surface runoff is ponded or is very slow. The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink—swell potential, and slow permeability. The base material for roads needs to be replaces or strengthened with suitable material. OcA Ockley silt loam, 0 -2 slopes— This nearly level, deep well drained soil is mainly on broad terraces. Permeability and available water capacity is moderate. This soil is suitable for urban development. Features that adversely affect engineering uses of this soil are moderate frost action, moderate shrink —swell potential, moderate permeability in the subsoil and very rapid permeability in the under lying material. OcB2 Ockley silt loam, 2 -6 slope, eroded— This gently sloping, deep well drained soil is mainly on broad terraces. Permeability and available water capacity is moderate. This soil is suitable for urban development. Features that adversely affect engineering uses of this soil are moderate frost action, moderate shrink —swell potential, moderate permeability in the subsoil and very rapid permeability in the under lying material. This soil has severe limitations for local roads because of low strength. The base material of roads needs to be strengthened with suitable material. CrA Br FxC3 We SPEED LIMIT 25 MPH PLANS PREPARED BY: 50 LOTS 23.200 AC. SOILS MAP SECTION 5 DESIGN DATA 2.16 LOTS /ACRE CHERRY CREEK BLVD. MISSISSINEWA DRIVE /PADDLE DRIVE /PECOS DRIVE RED CEDAR WAY IROQUOIS LANE THORNWOOD DRIVE A wl/ Pr-t4vel DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER NO. 19358 356.24 L.F. 2662.20 L.F. 302.04 L.F. 723.43 L.F. 280.05 L.F. STOEPPELWERTH ASSOCIATES, INC. CONSULTING ENGINEERS LAND SURVEYORS 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE: (317)- 849 -5935 FAX: (317)- 849 -5942 p0 oa P LA S C F H F 3 B Y. m o� ,,G��;R 9/30/04