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Home My WebLink AboutC001 - Cover Sheet-Cover116th STREET SPRING MILL ROADEXISTING JACKSON'S GRANT SECTION 3 EXISTING JACKSON'S GRANT SECTION 5 EXISTING THE HAMLET at SECTION 1 JACKSON'S GRANT o o oo o oo o oo o oo o o xxx xxo o oo o oo o oo o oo o o xxx xx56 59 C.A. 2-855 5857 626160 63 64 65 54 C.A. 2-7 52 53 66 71 70 69 68 67 48 49 51 50 BLOCK "C"BLOCK "D"28 34 C.A. 2-137 36 35 25 24 23 C.A. 2-322 C.A. 2-221 20 32 33 BLOCK "A" C.A. 2-6 C.A. 2-6 EXISTING THE HAMLET at SECTION 2 JACKSON'S GRANT EXISTING VILLAGE SECTION 1 JACKSON'S GRANT 3130292627 46 47 45C.A. 2-4C.A. 2-539 44 424140 43 38C.A. #2-9116th STREETCLAY CENTER ROADSPRING MILL ROADx C.O. C.O. TYPE III TYPE III TYPE III C.O. x C.O. C.O. TYPE III TYPE III TYPE III C.O.857.50856.90856.00857.18848.20 848.08 P P 159 %0.45 %0.45 847.39xxxC.O. C.O. TYPE III TYPE III TYPE III C.O.xx xC.O. C.O. TYPE III TYPE III TYPE III C.O. CrA 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 ROADx C.O. C.O. TYPE III TYPE III TYPE III C.O. MmD 2 x C.O. C.O. TYPE III TYPE III TYPE III C.O. 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. Map Unit: MmD2 - Miami silt loam, 12 to 18 percent slopes, eroded MmD2--Miami silt loam, 12 to 18 percent slopes, eroded This strongly sloping, deep, well drained soil is on breaks along streams and drainageways. Slopes are short. In a typical profile the surface layer is brown silt loam about 5 inches thick. The subsoil is dark yellowish brown, firm clay loam about 20 inches thick. The substratum, to a depth of 60 inches, is yellowish brown, calcareous loam. DAVID J. STOEPPELWERTH PROFESSIONAL ENGINEER NO. 19358 PLANS CERTIFIED BY: 03/16/2022 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 DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS F EPRO STATE OF S 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 = 8.834 Acres OPERATING AUTHORITY CITY OF CARMEL (317) 571-2441 ONE CIVIC SQUARE CARMEL, INDIANA 46032 300'150'300'0 1" = 300 FT INDEX SHT.DESCRIPTION C001 COVER SHEET C100-C101A TOPOGRAPHICAL SURVEY / DEMO PLAN C200-C202 SITE DEVELOPMENT PLAN SITE 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 INTERSECTION DETAILS STREET SIGN PLAN PAVING POLICY C500 SANITARY SEWER PLAN & PROFILES C600 C601 STORM SEWER PLAN & PROFILES SUB-SURFACE DRAIN PLAN C700 WATER PLAN C800-C804 CONSTRUCTION SPECIFICATIONS & DETAILS L1-L2 LANDSCAPE PLAN REVISIONS SHT.DESCRIPTION ALL CITY OF CARMEL REVIEW COMMENTS - 042622 DESIGN DATA 52 LOTS 8.834 AC.= 5.89 LOTS/ACRE ALLEY A 475.98 L.F. ALLEY B 313.00 L.F. ALLEY C 264.00 L.F. ALLEY D 161.91 L.F. ALLEY E 273.94 L.F. TOTAL 1,488.83 L.F. DESIGN SPEED LIMIT:25 M.P.H 1 OPERATOR ON NOI LETTER Republic Development, LLC 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 Contact: Doug Wagner Phone:(317) 770-1818 JACKSON'S GRANT VILLAGE Section 2 Developed by: Jackson's Grant Real Estate Co., LLC 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 Contact:Doug Wagner Senior Vice President Phone:(317) 770-1818 Fax:(317) 770-1819 Email:dwagner@republicdev.com 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 VILLAGE CREEK DRIVE K E A T O N D R I V EKEATON CIRCLEC.A. #1-3 C.A. #1-4 C.A. #1-2 C.A. #1-1 FLOOD 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 C R E E K D R I V E OTTO LANELAKE #1 SITE SITE SMALLEST LOT LARGEST LOT TOTAL LOTS ZONING GROSS DENSITY TOTAL COMMON AREA 5.89 Lots/Ac. (52 / 8.834ac) JACKSON'S GRANT VILLAGE PUD Z-653-20 52 SITE DATA AVERAGE LOT SIZE 2.217 Ac.± (25.1%) 2,604 sq.ft. 4,524 sq. ft. 3,153 sq.ft. 10' 5' 20' REAR YARD MIN. FRONT BUILDING LINE SIDE YARD/AGGREGATE PRIMARY BUILDING SETBACKS ATTACHED RESIDENTIAL TOTAL ACRES 8.834 Ac.± 75%MAX. LOT COVERAGE DEVELOPMENT PLAN & ADLS DOCKET No. PZ-2022-00045 DP/ADLS JACKSON'S GRANT VILLAGE SECTION 2 A part of the Southeast Quarter of Section 34, Township 18 North, Range 03 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Southeast corner of the Southeast Quarter of said Section; thence South 89 degrees 37 minutes 50 seconds West (assumed bearing), along the South line of said Quarter Section, a distance of 630.77 feet to the Southwest corner of a 1.84 Ac. tract of land recorded as Instrument No. 2014-030597 in the Office of the Recorder, Hamilton County, Indiana: thence North 00 degrees 11 minutes 07 seconds East for a distance of 314.16 feet to the POINT OF BEGINNING of this description; thence North 76 degrees 54 minutes 39 seconds East a distance of 140.81 feet to the beginning of a curve, Said curve turning to the right through an angle of 17 degrees 10 minutes 48 seconds, having a radius of 124.00 feet, and whose long chord bears North 85 degrees 30 minutes 03 seconds East a distance of 37.04 feet; thence South 85 degrees 54 minutes 33 seconds East a distance of 228.72 feet to the beginning of a curve, Said curve turning to the left through an angle of 03 degrees 45 minutes 13 seconds, having a radius of 176.00 feet, and whose long chord bears South 87 degrees 47 minutes 10 seconds East a distance of 11.53 feet; thence South 89 degrees 39 minutes 47 seconds East a distance of 108.02 feet; thence South 29 degrees 39 minutes 47 seconds East a distance of 10.97 feet; thence South 89 degrees 39 minutes 47 seconds East a distance of 115.83 feet; thence South 44 degrees 39 minutes 47 seconds East a distance of 21.92 feet; thence South 00 degrees 20 minutes 09 seconds West a distance of 382.79 feet; thence South 52 degrees 41 minutes 59 seconds West a distance of 127.20 feet; thence South 81 degrees 05 minutes 59 seconds West a distance of 101.12 feet; thence South 86 degrees 37 minutes 17 seconds West a distance of 189.40 feet; thence North 00 degrees 20 minutes 14 seconds East a distance of 384.29 feet; thence South 89 degrees 38 minutes 20 seconds West a distance of 192.31 feet; thence South 00 degrees 11 minutes 07 seconds West a distance of 105.21 feet to the Point of Beginning, Containing 6.156 acres, more or less. Also: Commencing at the Southeast corner of the Southeast Quarter of said Section; thence South 89 degrees 37 minutes 50 seconds West (assumed bearing), along the South line of said Quarter Section, a distance of 630.77 feet to the Southwest corner of a 1.84 Ac. tract of land recorded as Instrument No. 2014-030597 in the Office of the Recorder, Hamilton County, Indiana: thence North 00 degrees 11 minutes 07 seconds East for a distance of 314.16 feet; thence South 89 degrees 37 minutes 50 seconds West a distance of 630.77 feet; thence North 00 degrees 11 minutes 07 seconds East a distance of 314.16 feet; thence North 89 degrees 39 minutes 47 seconds West a distance of 228.15 feet to the beginning of a non-tangential curve; thence North 00 degrees 20 minutes 13 seconds East a distance of 148.14 feet to the beginning of a curve; thence South 89 degrees 39 minutes 47 seconds East a distance of 96.37 feet to the beginning of a curve; thence North 76 degrees 54 minutes 39 seconds East a distance of 140.81 feet to the beginning of a curve; thence South 85 degrees 54 minutes 33 seconds East a distance of 228.72 feet to the beginning of a curve; thence South 89 degrees 39 minutes 47 seconds East a distance of 108.02 feet; thence South 29 degrees 39 minutes 47 seconds East a distance of 10.97 feet; thence South 89 degrees 39 minutes 47 seconds East a distance of 115.83 feet; thence South 44 degrees 39 minutes 47 seconds East a distance of 21.92 feet; thence North 00 degrees 20 minutes 09 seconds East a distance of 101.99 feet to the POINT OF BEGINNING; thence South 45 degrees 20 minutes 13 seconds West a distance of 35.35 feet; thence North 89 degrees 39 minutes 47 seconds West a distance of 219.83 feet to the beginning of a curve, Said curve turning to the right through an angle of 03 degrees 45 minutes 13 seconds, having a radius of 124.00 feet, and whose long chord bears North 87 degrees 47 minutes 10 seconds West a distance of 8.12 feet; thence North 85 degrees 54 minutes 33 seconds West a distance of 30.39 feet to the beginning of a curve, Said curve turning to the right through an angle of 86 degrees 14 minutes 47 seconds, having a radius of 25.00 feet, and whose long chord bears North 42 degrees 47 minutes 10 seconds West a distance of 34.18 feet; thence North 00 degrees 20 minutes 13 seconds East a distance of 354.96 feet; thence South 89 degrees 39 minutes 47 seconds East a distance of 306.62 feet; thence South 00 degrees 20 minutes 09 seconds West a distance of 357.16 feet to the Point of Beginning, Containing 2.678 acres, more or less. BIO RETENTION #1