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Home My WebLink About04090006 Cherry Creek Estates Sec. A, Large Plan pg. 01SHT. DESCRIPTION C001 COVER SHEET C100 —C101 TOPOGRAPHICAL SURVEY DEMOLITION PLAN C200 SITE DEVELOPMENT PLAN C300 —C302 STORM WATER POLLUTION PREVENTION PLAN 8c DETAILS 0400 —C407 STREET PLAN PROFILES ENTRANCE DETAIL INTERSECTION DETAILS TRAFFIC CONTROL TRAFFIC DETAILS TRAFFIC MAINTENANCE STRIPING PLAN C500 —0502 SANITARY SEWER PLAN PROFILES UTILITY PLAN C600 —C602 STORM SEWER PLAN PROFILES C700 WATER PLANS C800 —C802 CONSTRUCTION DETAILS SANITARY STORM STREET SHEET 1&2 LANDSCAPE PLAN SHT. DESCRIPTION 0200,C300— C302 REVISE PER WATER SOILS COMMENTS 9/15/04 TWF ALL REVISE TAC COMMENTS 10/7/04 TWF C402,C407 REVISE ENTRANCE ADD STRIPING PLAN 10/12/04 TWF LOCATION MAP REVISIONS INDEX SCALE: 1 300' E Ito( TATS SU:IVI IAN SECTION 6A developed by: PLATL\UV PROPERTIES L.L.C. 9551 DELEGATES SOW \DA\AROLS, \DA\A 46240 Phone: (317) 818 -2900 Fax:_(31/) —81 t3 -2910 COHAC: HV WALTER 320 321 322 323 324 325 326 327 328 329 LANE 319 331 330 r1 CHERRY CREEK VD. CANOE LANE 337 336 335 334 333 332 4 ct 338 0 339 J Q 340 07 w 341 342 343 344 345 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 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. 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. CrA 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. FxC3 We SOILS MAP 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, swales, 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. Availbale 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. SPEED LIvHIT 25 MPH PLANS PREPARED BY: 33 LOTS 13.831 AC. KLINGENSMITH BLVD. CANOE LANE VESTAL COURT FREEMONT LANE PLA\S C SECTION 6B DESIGN DATA 2.39 LOTS /ACRE =RTIF1 =D Ya 1 (OCT I S 2004 8/30/04 DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER NO. 19358 1233.28 L.F. 519.68 L.F. 559.80 L.F. 42.33 L.F. STOEPPELWERTH ASSOCIATES, INC. CONSULTING ENGINEERS LAND SURVEYORS 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 s. s-cOE Pp..,.. PHONE: (31 7)-849--5935 STE/30.. FAX: (317)- 849 -5942 No. s 19358 7. -o STATE OF f -/oNAL e-t"%‘‘