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Home My WebLink AboutC001-Cover Sheet-CoverFLOOD MAP N.T.S. FIRM #18057C0206F / 18057C0208F LOCATION MAP SCALE: 1"=1200' JACKSON'S GRANT Developed by: Jacksons Grant Real Estate Co., LLC 13578 East 131st Street Suite 200 Fishers, Indiana 46037 Phone: (317) 770-1818 Fax: (317) 770-1819 Contact Person: DOUG WAGNER email: dwagner@republicdev.com SITE 116th STREET CL A Y C E N T E R R O A D SP R I N G M I L L R O A D SOILS MAP SCALE: 1"1000' SITE SITE SECTION 1B Map Unit: Br - Brookston silty clay loam Br--Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes CrA--Crosby silt loam, 0 to 2 percent slopes This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage. MmB2 - Miami silt loam, 2 to 6 percent slopes, eroded MmB2-Miami silt Loam, 2 to 6 percent slopes, eroded This gently sloping, deep, well drained soil is on rises on till plains and along drainageways and streams. The mapped areas range from 3 to 50 acres in size. In a typical profile the surface layer is dark grayish brown silt loam about 7 inches thick. The subsoil is dark yellowish brown and brown, firm clay loam about 23 inches thick. The substratum, to a depth of 60 inches, is yellowish brown loam that contains free carbonates. In a few areas the lower part of the subsoil is stratified sandy loam, loamy sand and sandy clay loam. The depth to till is more than 40 inches in some areas. Included with this soil in mapping are small areas of Crosby soils, small areas of severely eroded soils that have a surface layer of clay loam, small areas of soils have slopes of more than 6 percent, and small areas of soils that have gravel and cobbles on the surface. MmC2 - Miami silt loam, 6 to 12 percent slopes This moderate sloping, deep, well drained soil is on knobs and breaks along streams and drainageways on uplands. The mapped areas are irregular in shape and range from 3 to 25 acres in size. In a typical profile the surface layer is brown silt loam about 5 inches thick. The subsoil is brown or dark yellowish brown, firm clay loam about 22 inches thick. The substratum, to a depth of 60 inches, is yellowish brown calcareous loam. In many areas the solum is less than 24 inches thick. In some areas the subsoil is redder and contains more gravel. MoC3 - Miami clay loam, 6 to 12 percent slopes, severely eroded This moderately sloping, deep, well drained soil is on knobs and breaks along streams drainageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in size. In a typical profile the surface layer is dark brown clay loam about 5 inches thick. The subsoil is dark yellowish brown, firm clay loam about 19 inches thick. The substratum, to a depth of 60 inches, is yellowish brown loam. Combined thickness of the surface layer and subsoil is less than 24 inches. Calcareous glacial till is at the surface on about 15 percent of the acreage of this map unit. In some areas cobbles and gravel are in the surface layer. In some small areas the surface layer is uneroded and is silt or loam. MoD3 - Miami clay loam, 12 to 18 percent This strongly sloping, deep, well drained soil is on breaks along streams and drainageways. The mapped areas are irregular in shape and range from 3 to 15 acres in size. In a typical profile the surface layer is dark brown, clay loam about 5 inches thick. The subsoil is dark yellowish brown, firm clay loam about 19 inches thick. The substratum, to a depth of 60 inches, is yellowish brown loam. In some areas calcareous glacial till is at the surface. Cobbles and gravel are in the surface layer in most areas. In many areas the subsoil is gravelly loam or clay loam. OcA - Ockley silt loam, 0 to 2 percent slopes This nearly level, deep, well drained soil is mainly on broad terraces. It is also on small rises on uplands. Most of the mapped areas are elongated and are parallel to major streams. Some areas on uplands are irregular in shape. The mapped areas range from 2 to 250 acres in size. In a typical profile the surface layer is dark yellowish brown silt loam about 10 inches thick. The subsoil is about 46 inches thick. The upper part of the subsoil is brown, friable loam; the next part is dark yellowish brown and brown, firm clay loam; the next part is dark yellowish brown, firm loam; and the lower part is dark reddish brown, firm gravelly sandy clay loam. The underlying material to a depth of 70 inches, is stratified sand and gravelly sand. The depth to loose sand and gravel is as much as 80 inches in places. The combined thickness of the surface layer and the part of the subsoil that formed in silty material is as much as 30 inches in some places. In the east-central part or the county, many limestone fragments that are as much as 12 inches in diameter are in the soil. In some areas on uplands, the underlying material is sand and silt and the subsoil has little or no gravel. Thickness of the sand and gravel ranges from a few feet along minor streams and on uplands to more than 50 feet along White River. Sh - Shoals silt loam This nearly level, deep, and somewhat poorly drained soil is on floodplains. It is subject to frequent flooding. The mapped areas are mostly elongated and are parallel to streams. Many areas are in narrow valleys along small streams. The mapped areas range in size from 3 to 100 acres in size. In a typical profile the surface layer is dark grayish brown silt loam about 11 inches thick. The underlying material, to a depth of 39 inches is dark grayish brown and grayish brown, mottled silt loam and loam. Below this to a depth of 56 inches, it is gray and very dark gray sandy loam and sandy clay loam. Below this, to a depth of 60 inches, it is grayish brown fine gravel and coarse sand. In small areas scattered throughout the county, this soil has darker surface layer; in some of these areas it is near Ross soils. In some places the underlying material has more gravel. This soil has carbonates throughout the profile in some areas. In some small areas in the upper reaches of small streams, this soil has firm loam till at a depth of 45 to 60 inches. In some small areas it has less clay and more sand between a depth of 10 and 40 inches. In some areas sand and gravelly sand are at a depth of only 40 inches. PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 7965 E. 106TH STREET, FISHERS, INDIANA 46038 PHONE: (317)-849-5935 FAX: (317)-849-5942 CONTACT PERSON: BRETT A. HUFF EMAIL: BHUFF@STOEPPELWERTH.COM & 2 + 6 ' 5 ) ' ' 1 65 4 2 4 6 ' 9.' & ' * 8 #&+4 , #&0+0#+'' )0 + 4 '01+.#05 ( ' 2 4 1 56#6'1( 5 REVISIONS SHT.DESCRIPTIONS UTILITY CONTACTS: Clay Township Regional Waste District 10701 College Avenue Indianapolis, Indiana 46280 Carmel Water Utilities 3450 West 131st Street Westfield, IN 46074 AT & T 5858 North College Avenue Indianapolis, Indiana 46220 Brighthouse Networks 3030 Roosevelt Avenue Indianapolis, Indiana 46218 Duke Energy 16475 Southpark Drive Westfield, Indiana 46074 Indianapolis Power & Light Company 3600 North Arlington Avenue Indianapolis, Indiana 46218 Vectren Energy 16000 Allisonville Road Noblesville, Indiana 46060 C001 C100-C103 C200-C207 C300-C312 SHT. INDEX DESCRIPTION TITLE SHEET TOPOGRAPHICAL SURVEY/TREE CONSERVATION PLAN SITE DEVELOPMENT PLAN/STORM CHART AND PIPE CHART/EMERGENCY FLOOD ROUTE EROSION CONTROL PLAN/SWPP DETAILS AND SPECIFICATIONS C500-C504 SANITARY SEWER PLAN AND PROFILES C600-C607 STORM SEWER PLAN AND PROFILES/SUMP PLAN C700-702 WATER PLAN C800-C805 CONSTRUCTION DETAILS AND SPECIFICATIONS SANITARY SEWER STORM SEWER STREET ADA RAMP C400-C415 STREET PLAN AND PROFILES/INTERSECTION DETAILS/TRAFFIC MAINTENANCE/PAVING POLICIES FLOOD STATEMENT PORTION OF THIS SITE LIES WITHIN FLOODPLAIN PER FIRM 18057C0206F & 18057C0208F DATED FEB. 19, 2003 OPERATING AUTHORITY CITY OF CARMEL (317) 571-2441 ONE CIVIC SQUARE CARMEL, INDIANA 46032 DESIGN DATA DESIGN SPEED = 25 M.P.H. OTTO LANE 1271.25 L.F. HOBBY HORSE DRIVE 1394.88 L.F. STABLESIDE LANE 791.74 L.F. DYLAN DR.811.23 L.F. JACKSON'S GRANT BLVD. 1966.87 L.F. BRIDGEMONT LANE 600.04 L.F.. TOTAL 6,836.01 L.F. WILLIAMS CREEK BMP POND SECTIONSWC-1-WC10 ce REVISED PER TAC COMMENTS - 07/25/14 - JSMALL ZONING PUD REVISED PER TAC COMMENTS - 08/22/14 - JSMALL REVISED PER TAC COMMENTS - 10/10/14 - JSMALL Planning Area Minimum Lot Minimum Yard Setbacks Min. Dwelling Unit Size (sf)Max. Lot Coverage Width Area (sf)Street Frontage Front Side (Aggregat e) Rear 1-story 2-story Bridgemont - (formally known as Bridgecreek Stableside - (formally known as Village Neighborhood) REVISED PER COMMENTS - 11/03/14 - JSMALL REVISED PER SWPPP COMMENTS - 11/14/14 - JSM C300-C312 REVISED PER SWPPP COMMENTS - 01/29/15 - JSM **CONSTRUCTION IN THE FLOODWAY ANY CONSTRUCTION ACTIVITY PROPOSED WITHIN THE FLOODWAY LIMITS SHOWN WITHIN THESE CONSTRUCTION PLANS WILL BE DEFERRED UNTIL STATE PERMIT IS APPROVED. REVISED PER REVIEW COMMENTS - 03/02/15 - JSMALL REVISED PER COMMENTS - 04/06/15 - HAMALL REVISED BMP LAYOUT PER CLIENT REQUEST-10/30/15-JSM ASBUILTS-04/07/16-GEM Dennis D. Olmstead Registered Land Surveyor No. 900012 # 0 .0 4 56#6'1( &57 +#+&0 ;8 ' #41 00 &' & # ' 1&5 )'+ 4 6+5 ./ & 4' 5 ' 6