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Home My WebLink AboutC00_Title Page & Info116th STREET SPRING MILL ROADEXISTING THE HAMLET at SECTION 1 JACKSON'S GRANT EXISTING THE HAMLET at SECTION 2 JACKSON'S GRANT EXISTING VILLAGE SECTION 1 JACKSON'S GRANT 116th STREETCLAY CENTER ROADSPRING MILL ROADCrA CrA CrA Br CrA CrA w MmC2 Br MmB2 OcAOcA CrA CrA CrA CrA CrA CrA Br Br OcA MmB2 MmB2MmAMoC3 MmB2 MmB2MmC2MmB2MmC2 CrA Ge Br BrMoD3CrA CrAMmB2 CrA MoD3Sh Br Br Sh CrA Br CrA MmB2 MmB2 CrA CrA MmB2 116th STREET SPRING MILL ROADMmD 2 Br Br CrA LOCATION MAP SCALE: 1"=1000'SOILS MAP SCALE: 1"1000' 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. DAVID J. STOEPPELWERTH PROFESSIONAL ENGINEER NO. 19358 PLANS CERTIFIED BY: 03/01/2024 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: BRIAN K. ROBINSON EMAIL: brobinson@stoeppelwerth.com UTILITY CONTACTS: Center Point Energy 16000 Allisonville Road Noblesville, Indiana 46060 Attn: Chad Miller (317) 776-5590 TriCo Regional Sewer Utility 7236 Mayflower Park Drive Zionsville, Indiana 46077 Attn: Ryan Hartmen (317) 844-9200 Ryan.hartman@trico.eco AES 1230 West Morris Street Indianapolis, Indiana 46221 Attn: Dan Davenport (317) 261-5497 Dan.davenport@aes.com AT & T 240 North Meridian Street 2nd Floor, Room 280 Indianapolis, Indiana 46204 Attn: Steven Krebs (800) 288-2020 Sk4986@att.com Carmel Water Utilities 3450 West 131st Street Westfield, Indiana 46074 Spectrum J3030 Roosevelt Avenue Indianapolis, Indiana 46218 Attn: Jason Kirkman (317) 429-6691 ZONING = JACKSON'S GRANT VILLAGE PUD Z-653-20 TOTAL SITE DISTURBANCE = 1.593 Acres OPERATING AUTHORITY CITY OF CARMEL (317) 571-2441 ONE CIVIC SQUARE CARMEL, INDIANA 46032 1" = 300 FT INDEX SHT.DESCRIPTION C001 ADLS - COVER SHEET C200 - C201 ADLS - SITE DEVELOPMENT PLAN ADLS - SITE PLAN REVISIONS SHT.DESCRIPTION DATE INTIALS ALL REVISED PER CLIENT COMMENTS 05/15/24 RBM DESIGN DATA 1 LOTS 1.593 AC.= 0.63 LOTS/ACRE LANE "F"304.12 L.F. TOTAL 304.12 L.F. DESIGN SPEED LIMIT:25 M.P.H OPERATOR ON NOI LETTER Republic Development, LLC 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 Contact: Sean McKinnies Phone:(317) 770-1818 SPRING MILL SHOPS Developed by: Spring Mill Shops, LLC Republic Properties, LLC (Manager) 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 Contact:Sean McKinnies Phone:(317) 770-1818 Fax:(317) 770-1819 Email:spm@republicdev.com VILLAGE GREEN DRIVE K E A T O N D R I V EKEATON CIRCLEFLOOD STATEMENT This is to certify that NO portion of the property is located within a Special Flood Hazard Area (Zone AE) as said property plots by scale on Community Panel No. 18057C0208G of the Flood Insurance Rate Maps dated November 19, 2014. This site does not lie within a floodway or flood plain per the Williams Creek hydraulic analysis performed by Christopher B. Burke engineering, ltd. project #07-760 VILLAGE G R E E N D R I V E OTTO LANESITE SITE 10' 5' 20' REAR YARD MIN. FRONT BUILDING LINE SIDE YARD/AGGREGATE PRIMARY BUILDING SETBACKS ATTACHED RESIDENTIAL 75%MAX. LOT COVERAGE DEVELOPMENT PLAN & ADLS DOCKET No. PZ-2024-________ DP/ADLS SPRING MILL SHOPS Spring Mill Shops was platted as Block "A" on the Record Plat for Jackson's Grant Village - Section 2 - Townhomes. Recorded as Instrument #2023042671, Plat Cabinet #6, Slide 455, in the Office of the Recorder for Hamilton County, Indiana.S & A JOB No. 60160JGV-C (HAMILTON COUNTY)SITE