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HomeMy WebLinkAboutC001 Cover Sheet-CoverFLOOD MAP N.T.S. FIRM #18057C0206F / 18057C0208F LOCATION MAP SCALE: 1"=1200' JACKSON'S GRANT SITE 116th STREETCLAY CENTER ROADSPRING MILL ROADSOILS MAP SCALE: 1"1000' SITESITE SECTION 6 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. 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. 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 46' 9 .' & '*8#&+4,#&0+0#+'')0+4'01+.#05 ( '24156#6'1( 5 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 240 N. Meridian St. 2nd Floor, Room 280 Indianapolis, Indiana 46220 Brighthouse Networks 3030 Roosevelt Avenue Indianapolis, Indiana 46218 Indianapolis Power & Light Company 3600 North Arlington Avenue Indianapolis, Indiana 46218 Vectren Energy 16000 Allisonville Road Noblesville, Indiana 46060 FLOOD STATEMENT THIS SITE DOES LIE WITHIN A FLOODWAY OR FLOOD PLAIN PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED MY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760 ZONING = SILVARA PUD TOTAL SITE DISTRUBANCE = 19.9 Acres OPERATING AUTHORITY CITY OF CARMEL (317) 571-2441 ONE CIVIC SQUARE CARMEL, INDIANA 46032 žžž 1" = 300 FT Developed by: Jacksons Grant Real Estate Co., LLC 13578 East 131st Street Suite 200 Fishers, Indiana 46037 Phone: (317) 770-7011 Fax: (317) 770-1819 Contact Person: DOUG WAGNER Senior Vice President email: dwagner@republicdev.com INDEX SHT.DESCRIPTION C001 COVER SHEET C100-C101 TOPOGRAPHICAL SURVEY C200-C202 SITE DEVELOPMENT PLAN EMERGENCY FLOOD ROUTE C300-C305 INITIAL STORM WATER POLLUTION & PREVENTION PLAN TEMPORARY STORM WATER POLLUTION & PREVENTION PLAN PERMANENT SEDIMENT & EROSION CONTROL PLAN STORM WATER POLLUTION & PREVENTION SPECIFICATIONS STORM WATER POLLUTION & PREVENTION DETAILS C400-C405 STREET PLAN & PROFILES INTERSECTION DETAILS SIGNAGE PLAN PAVING & CURB POLICY C500 SANITARY SEWER PLAN & PROFILE C600-C605 STORM SEWER PLAN & PROFILES SUB-SURFACE DRAIN PLAN C700 WATER PLAN C800-C804 CONSTRUCTION DETAILS SANITARY STORM STREET V3 - DESIGN DEVELOPMENT DOCUMENTS LS1.1-LS1.4 BMP LANDSCAPE PLANS REVISIONS SHT.DESCRIPTION DESIGN DATA 12 LOTS 19.888 AC.= 0.60 LOTS/ACRE RAYLEE DRIVE 960.23 L.F. ALMOND CREEK DRIVE 104.10 L.F. NORTHVALE BOULEVARD 219.06 L.F. TOTAL 1,283.39 L.F. DESIGN SPEED LIMIT:25 M.P.H ON WILLIAMS CREEK LOT & SETBACK REQUIREMENTS Planning Area Minimum Lot Minimum Yard Setbacks Min. Dwelling Unit Size (sf)Max. Lot Coverage Width Area (sf)Street Frontage Front c Side (Aggregate)Rear 1-story 2-story Northvale (Formally know as The Estates)100'15,000 50'40'10' (30')20'2,400 3,000 35% JACKSONS GRANT ON WILLIAMS CREEK SECTION 6 A subdivision of part of the Northeast Quarter of Section 34, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of said Quarter Section; thence South 00 degrees 13 minutes 14 seconds West 388.05 feet to a point on a parcel owned by The Board of Commissioners of Hamilton County, recorded as Instrument #20411578 in the Office of the Recorder for Hamilton County, Indiana; thence South 83 degrees 45 minutes 53 seconds West 50.32 feet along the North boundary of said parcel to a point on the West right-of-way of Spring Mill Road, recorded as Instrument #2017002664 in the Office of the Recorder for Hamilton County, Indiana; said point also being the POINT OF BEGINNING of this description; thence South 00 degrees 13 minutes 14 seconds West 1028.77 feet to a point on the North boundary of Jacksons Grant, Section 4, recorded as Instrument #2018009549 in the Office of the Recorder for Hamilton County, Indiana; the following twenty two (22) courses are along said boundary; (1) South 88 degrees 54 minutes 13 seconds West 29.45 feet; (2) South 71 degrees 41 minutes 58 seconds West 33.34 feet; (3) South 87 degrees 54 minutes 46 seconds West 113.65 feet; (4) North 78 degrees 42 minutes 00 seconds West 26.71 feet; (5) North 05 degrees 38 minutes 28 seconds West 33.31 feet; (6) North 60 degrees 35 minutes 56 seconds West 43.22 feet; (7) North 85 degrees 00 minutes 14 seconds West 122.72 feet; (8) South 75 degrees 02 minutes 44 seconds West 28.65 feet; (9) South 51 degrees 27 minutes 49 seconds West 30.93 feet; (10) South 79 degrees 14 minutes 40 seconds West 19.72 feet; (11) North 57 degrees 29 minutes 22 seconds West 18.71 feet; (12) North 03 degrees 40 minutes 21 seconds West 38.52 feet; (13) North 30 degrees 57 minutes 21 seconds West 33.92 feet; (14) South 89 degrees 30 minutes 51 seconds West 399.02 feet; (15) South 35 degrees 18 minutes 42 seconds West 23.60 feet; (16) South 03 degrees 37 minutes 02 seconds East 52.98 feet; (17) South 14 degrees 09 minutes 30 seconds West 70.61 feet; (18) South 36 degrees 29 minutes 39 seconds West 31.85 feet; (19) South 79 degrees 36 minutes 06 seconds West 27.76 feet; (20) North 65 degrees 23 minutes 47 seconds West 29.41 feet; (21) North 40 degrees 13 minutes 05 seconds West 42.28 feet; (22) North 83 degrees 03 minutes 12 seconds West 13.62 feet; thence North 57 degrees 17 minutes 07 seconds West 12.36 feet; thence North 08 degrees 51 minutes 54 seconds West 91.86 feet; thence North 00 degrees 40 minutes 16 seconds West 29.11 feet; thence North 00 degrees 36 minutes 05 seconds West 44.43 feet; thence North 29 degrees 07 minutes 36 seconds West 47.68 feet; thence North 05 degrees 33 minutes 20 seconds West 30.64 feet; thence North 30 degrees 36 minutes 24 seconds West 108.04 feet; thence North 22 degrees 31 minutes 53 seconds West 145.27 feet; thence North 69 degrees 00 minutes 23 seconds East 149.78 feet; thence North 00 degree 17 minutes 26 seconds East 50.00 feet; thence North 80 degrees 03 minutes 42 seconds West 244.11 feet; thence North 00 degrees 17 minutes 00 seconds East 253.43 feet; thence South 89 degrees 43 minutes 00 seconds East 197.17 feet; thence North 34 degrees 45 minutes 35 seconds East 79.77 feet; thence South 70 degrees 18 minutes 15 seconds East 27.97 feet; thence South 00 degrees 17 minutes 26 seconds West 165.83 feet; thence South 89 degrees 42 minutes 34 seconds East 662.17 feet; thence North 00 degrees 27 minutes 01 seconds West 164.57 feet to a point on a curve concave southwesterly, the radius point of said curve being South 14 degrees 10 minutes 48 seconds West 160.00 feet from said point; thence Southeasterly along said curve 134.82 feet to a point on said curve, said point being North 62 degrees 27 minutes 30 seconds East 160.00 feet from the radius point of said curve; thence North 62 degrees 27 minutes 30 seconds East 190.79 feet; thence North 00 degrees 17 minutes 26 seconds East 119.51 feet; thence North 83 degrees 45 minutes 53 seconds East 75.66 feet to the place of beginning, containing 19.888 acres, more or less, subject to all legal highways, rights-of-ways, easements, and restrictions of record.