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HomeMy WebLinkAbout03110010 Cherry Creek Estates, Sec. 3 Large Plan pg. 01SHT. DESCRIPTION ALL ADD STR. 60A NECKDOWN, REMOVED 1 LOT ALL ADD STR. 60B, REMOVED NECKDOWN, C200 REVISED PER CITY OF CARMEL ALL ADD DBL. INLET ADD INT. DTL C400 -C405 STREET PLAN PROFILES INTERSECTION DETAILS TRAFFIC CONTROL TRAFFIC DETAILS ALTERNATE INT. DETAIL C500 -0502 SANITARY SEWER PLAN PROFILES UTILITY PLAN C600 STORM SEWER PLAN PROFILES C700 WATER PLANS C800 -C802 CONSTRUCTION DETAILS SANITARY STORM STREET SHT. DESCRIPTION C001 COVER SHEET C100 TOPOGRAPHICAL SURVEY C200 SITE DEVELOPMENT PLAN C300 -C302 EROSION CONTROL PLAN SPECIFICATIONS C400 -C405 STREET PLAN PROFILES INTERSECTION DETAILS TRAFFIC CONTROL TRAFFIC DETAILS ALTERNATE INT. DETAIL C500 -0502 SANITARY SEWER PLAN PROFILES UTILITY PLAN C600 STORM SEWER PLAN PROFILES C700 WATER PLANS C800 -C802 CONSTRUCTION DETAILS SANITARY STORM STREET .j i :4'•�4: :4 LOCATION MAP INDEX REVISIONS C C E d eveloped by: PLATL\UV_PROPFRHFS Q.L.C. 9551 DELGATES ROW \DA\APOLS, .\DA\A 46240 Phone: (317) 818 -2900 Fax:_(31/) 818 -2910 COHACH HV WALTER SU! (VISION CHERRY CREEK BLVD. SECTION 3 126 127 128 129 135 w J 0 LLJ J J J 0 0 146 147 145 148 144 149 143 150 142 151 141 140 139 138 137 POWDER L_J 152 153 154 155 156 w CC w 0 163 162 161 160 159 1 157 SCALE: 1 200' 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 hos 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. Mm62 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 FxC3 We SOILS MAP 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, 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. 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 oction, 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 MPH 37 LOTS 12.162 AC. SECTION 1A DESIGN DATA 3.12 LOTS /ACRE COLVILLE CIRCLE POWDER DRIVE CHERRY CREEK BOULEVARD 1048.42 L.F. 807.77 L.F. 354.59 L.F. POTENTIAL PURCHASERS OF LOTS IN THIS SECTION SHOULD BE ADVISED THAT IF THE LOT HAS A SIDE YARD EASEMENT (LOTS 128 -129, 135, 137, 140 -141, 152 -153 AND 156), THE CITY OF CARMEL WOULD NOT APPROVE THE ENCROACHMENT OF ANY PORTION OF THE HOUSE INTO SAID EASEMENT DUE TO THE REDUCED LOT WIDTH. ADDITIONALLY, ANY DRIVEWAY CONSTRUCTED WITHIN AND PARALLEL TO A SIDEYARD EASEMENT WILL REQUIRE A CONSENT TO ENCROACH AGREEMENT BETWEEN THE OWNER AND THE CITY OF CARMEL. IF THE SIDE YARD EASEMENT CONTAINS AN UNDERGROUND SANITARY OR STORM SEWER PIPE, FULL DEPTH GRANULAR BACKFILL WILL BE REQUIRED FOR THAT PORTION OF THE DRIVEWAY ASSOCIATED WITH SAID PIPE. PLANS PREPARED BY: STOEPPELWERTH ASSOCIATES, INC. CONSULTING ENGINEERS LAND SURVEYORS 9940 AWSONVILLE ROAD FISHERS, INDIANA 46038 PHONE: (317)- 849 -5935 sTOEPp��'•,, FAX: (317)- 849 -5942 ��a 19358 C R T I F- I- D BY: ST ATE OF Ig f 1f111111 1 1i` PLA \S DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER NO. 19358 10