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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 EXISTING THE HAMLET at SECTION 2 JACKSON'S GRANT 116th STREETCLAY CENTER ROADSPRING MILL ROAD(FOR BASIN DETAIL SEEDETAIL CROSS SECTIONON SHEET C201) DRYDETENTIONBASIN2 YEAR=852.1410 YEAR=853.10100 YEAR=854.63TOP OF BANK=854.8 HAMLET BMP x P P (FOR BASIN DETAIL SEEDETAIL CROSS SECTIONON SHEET C201) DRYDETENTIONBASIN 2 YEAR=852.1410 YEAR=853.10100 YEAR=854.63TOP OF BANK=854.8 HAMLET BMP xx xCrA 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 ROAD(FOR BASIN DETAIL SEEDETAIL CROSS SECTIONON SHEET C201) DRYDETENTIONBASIN2 YEAR=852.1410 YEAR=853.10100 YEAR=854.63TOP OF BANK=854.8 HAMLET BMP x MmD 2 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: 06/16/2021 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 Service Center: (800) 990-1930 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 = 11.007 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 TOPOGRAPHICAL SURVEY C200-C201 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-C410 STREET PLAN & PROFILES INTERSECTION DETAILS/ENTRANCE PLAN STREET SIGN PLAN MAINTENANCE OF TRAFFIC PLAN STRIPPING PLAN PAVING POLICY C500-C501 SANITARY SEWER PLAN & PROFILES C600-C602 C603 STORM SEWER PLAN & PROFILES SUB-SURFACE DRAIN PLAN C700 WATER PLAN C800-C805 CONSTRUCTION SPECIFICATIONS & DETAILS L1-L2 LANDSCAPE PLAN REVISIONS SHT.DESCRIPTION ALL CITY OF CARMEL REVIEW COMMENTS - 011822 ALL CITY OF CARMEL & TRICO REVIEW COMMENTS - 031822 DESIGN DATA 19 LOTS 11.869 AC.= 1.60 LOTS/ACRE KEATON DRIVE 642.99 L.F. KEATON CIRCLE 169.47 L.F. VILLAGE CREEK DRIVE 851.68 L.F. OTTO LANE 402.79 L.F. TOTAL 2,066.93 L.F. DESIGN SPEED LIMIT:25 M.P.H JACKSON'S GRANT VILLAGE SECTION 1 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, and the POINT OF BEGINNING of this description; thence continuing along the South line of said Quarter Section, South 89 degrees 37 minutes 50 seconds West a distance of 440.00 feet to the Southeast corner of a parcel of land recorded as Instrument No. 91-030071 in the Office of the Recorder, Hamilton County, Indiana; thence North 00 degrees 11 minutes 07 seconds East, along the East line of said parcel, a distance of 986.00 feet to the Southwest corner of a 0.138 acre parcel recorded as Instrument No. 92-025467 in the Office of the Recorder, Hamilton County, Indiana; thence the next two (2) courses along the lines of said 0.138 acre parcel: (1) North 00 degrees 10 minutes 39 seconds East a distance of 1.65 feet; (2) thence North 89 degrees 22 minutes 45 seconds East a distance of 198.69 feet to the South line of Jackson's Grant on Williams Creek, Section Five, recorded as Instrument No. 2017-054815, in Plat Cabinet 5, Slide 758, in the Office of the Recorder, Hamilton County, Indiana; thence South 89 degrees 39 minutes 47 seconds East, along the South line of said subdivision, a distance of 518.00 feet; thence South 00 degrees 20 minutes 13 seconds West a distance of 354.96 feet to a point on a curve concave northeasterly, the radius point of which bears South 89 degrees 39 minutes 47 seconds East a distance of 25.00 feet from said point; thence southeasterly along said curve an arc length of 37.63 feet to a point on said curve, said point being South 04 degrees 05 minutes 27 seconds West a distance of 25.00 feet from the radius point of said curve; thence South 85 degrees 54 minutes 33 seconds East a distance of 30.39 feet to a point on a curve concave northerly, the radius point of which bears North 04 degrees 05 minutes 27 seconds East a distance of 124.00 feet from said point; thence easterly along said curve an arc length of 8.12 feet to a point on said curve, said point being South 00 degrees 20 minutes 13 seconds West a distance of 124.00 feet from the radius point of said curve; thence South 89 degrees 39 minutes 47 seconds East a distance of 219.83 feet; thence North 45 degrees 20 minutes 13 seconds East a distance of 35.35 feet to the Westerly Right of Way line of Spring Mill Road, as described in Instrument No. 2012-022601 in the Office of the Recorder, Hamilton County, Indiana; thence South 00 degrees 20 minutes 09 seconds West, along said Right of Way, a distance of 101.99 feet; thence North 44 degrees 39 minutes 47 seconds West a distance of 21.92 feet; thence North 89 degrees 39 minutes 47 seconds West a distance of 115.83 feet;thence North 29 degrees 39 minutes 47 seconds West a distance of 10.97 feet; thence North 89 degrees 39 minutes 47 seconds West a distance of 108.02 feet to a point on a curve concave northerly, the radius point of which bears North 00 degrees 20 minutes 13 seconds East a distance of 176.00 feet from said point; thence westerly along said curve an arc length of 11.53 feet to a point on said curve, said point being South 04 degrees 05 minutes 27 seconds West a distance of 176.00 feet from the radius point of said curve; thence North 85 degrees 54 minutes 33 seconds West a distance of 228.72 feet to a point on a curve concave southerly, the radius point of which bears South 04 degrees 05 minutes 27 seconds West a distance of 124.00 feet from said point; thence westerly along said curve an arc length of 37.18 feet to a point on said curve, said point being North 13 degrees 05 minutes 21 seconds West a distance of 124.00 feet from the radius point of said curve; thence South 76 degrees 54 minutes 39 seconds West a distance of 140.81 feet to a point on a curve concave northerly, the radius point of which bears North 13 degrees 05 minutes 21 seconds West a distance of 176.00 feet from said point; thence westerly along said curve an arc length of 41.24 feet to a point on said curve, said point being South 00 degrees 20 minutes 13 seconds West a distance of 176.00 feet from the radius point of said curve; thence North 89 degrees 39 minutes 47 seconds West a distance of 96.37 feet to a point on a curve concave southeasterly, the radius point of which bears South 00 degrees 20 minutes 13 seconds West a distance of 25.00 feet from said point; thence southwesterly along said curve an arc length of 39.27 feet to a point on said curve, said point being North 89 degrees 39 minutes 47 seconds West a distance of 25.00 feet from the radius point of said curve; thence South 00 degrees 20 minutes 13 seconds West a distance of 148.14 feet to a point on a non-tangential curve concave easterly, the radius point of which bears South 89 degrees 39 minutes 47 seconds East a distance of 74.00 feet from said point; thence southerly along said curve an arc length of 40.85 feet to a point on said curve, said point being South 58 degrees 42 minutes 26 seconds West a distance of 74.00 feet from the radius point of said curve; thence South 89 degrees 39 minutes 47 seconds East a distance of 228.15 feet to the West line of the aforementioned Instrument No. 2014-030597; thence South 00 degrees 11 minutes 07 seconds West, along the West line of said parcel, a distance of 314.16 feet to the Point of Beginning, Containing 11.894 acres, more or less. 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 1 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 BIO RETENTION #1 SITE SITE SMALLEST LOT LARGEST LOT TOTAL LOTS ZONING GROSS DENSITY TOTAL COMMON AREA 1.58 Lots/Ac. (19 / 11.97ac) JACKSON'S GRANT VILLAGE PUD Z-653-20 19 SITE DATA AVERAGE LOT SIZE 6.35 Ac.± (30.6%) 7,200 sq.ft. 15,045 sq.ft. 10,492 sq.ft. 20' 25' / 20' w/ courtyard garages 5' / 10' aggregate REAR YARD MIN. FRONT BUILDING LINE SIDE YARD/AGGREGATE PRIMARY BUILDING SETBACKS DETACHED RESIDENTIAL TOTAL ACRES 11.97 Ac.± 50%MAX. LOT COVERAGE SECONDARY PLAT DOCKET No. PZ-2021-00115 SP