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Home My WebLink About01 Cover SheetSHT. DESCRIPTION C001 COVER SHEET C100 -0101 TOPOGRAPHICAL SURVEY C200 —C204 SITE DEVELOPMENT PLAN DITCH IMPROVEMENT C300 —C303 STORM WATER POLLUTION Sc PREVENTION PLAN DETAILS C400 —C409 STREET PLAN PROFILES INTERSECTION DETAILS TRAFFIC CONTROL TRAFFIC DETAILS C500 —0505 SANITARY SEWER PLAN PROFILES UTILITY PLAN C600 —C603 STORM SEWER PLAN PROFILES C700 —C701 WATER PLANS C800 —C802 CONSTRUCTION DETAILS SANITARY STORM STREET C900 LANDSCAPE PLAN LOCATION MAP REVISIONS INDEX SHT. ALL DESCRIPTION REVISED PER COMMENTS 06/14/04 ZJM J J w 0 J W C ERRY CREED( ESTATES SUBDIVISION SECTION 4 developed by: PLAH\UV_PROPFRHFS L.L.C. 9551 DELGATES ROW \DA\APOLS, \DA\A 4624C Phone: (317) 818 -2906 Fax:_(31/) 818 291 C CO\ACI: TIN WALJFR 6` i 165 166 167 168 169 170 171 SCALE: 1" 200' CHERRY CREEK BLVD. w 0 z 0 203 202 201 200 199 198 204 205 206 196 207 208 175 209 w 0 0 N CC m 195 176 210 194 177 211 193 178 0 cn 0 w 0 212 213 192 191 224 223 222 221 214 190 RED CEDAR WAY 179 180 181 189 182 0 0 U W 0 215 188 183 220 219 218 217 216 187 184 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. 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 Br 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 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. We 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 LIMIT 25 N PH PLANS PREPARED BY: 58 LOTS 40.579 AC. SOILS MAP CHERRY CREEK BLVD. SALMON DRIVE RED CEDAR WAY BRAZOS DRIVE PECOS DRIVE BRAZOS DRIVE PECOS DRIVE NORTH PECOS DRIVE SOUTH STRUCTURE SECTION 4 DESIGN DATA 1.43 LOTS /ACRE DESIGN DATA- CHERRY CREEK BOULEVARD A.D.T. (2000) V.P.D. A.D.T. (2020) V.P.D. DESIGN SPEED FUNCTIONAL CLASSIFICATION RESIDENTIAL COLLECTOR ACCESS CONTROL NONE STRUCTURAL DESIGN 1996 AASHTO SPECIFICATIONS SPECIFICATIONS DESIGN LOADING GEOMETRIC DESIGN SPECIFICATIONS STOEPPELWERTH ASSOCIATES, INC. CONSULTING ENGINEERS LAND SURVEYORS 01,111 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 ,'''s• PHONE: (317)- 849 -5935 S FAX: (317)- 849 -5942 No. 19358 7 PLANS C -RTIFI LD BY: STATE OF 'ONAL E r rr1r1u11 1 N`,, 3/31/04 HAMILTON DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER NO. 19358 1521.61 L.F. 1868.43 L.F. 796.29 L.F. 649.51 L.F. 305.00 L.F. 174.74 L.F.