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Home My WebLink AboutC001 - Cover Sheet-C001Br CrA MmA YclA OcAMoC3 Sh MmB2 Br OcA CrA MmB2 MmC2 YbvA Sh Sh Sh CrA CrA YclA YclA YmsB2 1 23 4567891011 12 13 14 15 16 17 18 19 20 21 22 23 2425 262728293031323334 35 36 61 62 C.A.#3 C.A.#4 C.A. #5 C.A. #2 C.A. #P1 C.A. #P2 C.A.#25C.A. #26 C.A. #P3 C.A. #P4 199 200 201 202 203 204 205 206 207 208 209 210 211212 213214215216 217 218 219 220 221 222 223 225224 226227 228 229230231232233234 235 236 237 238 239 C.A. #28 C.A. #27 C.A. #29 308 314 305 306307310309311 312 313 315 316C.A. #37317318319320321 322 323 324 325 326 327 328 329 330 331 332 333 Section 1B (Existing) Section 4 (Existing) Section 6 (Existing) JAC K S O N ' S G R A N T B L V D . JACKSON'S GRANT BLVD. B R I D G E M O N T LAN E D Y L A N D R I V E ELLIOT CREE K D R I V E OTTO LANEH O B B Y H O R S E D R I V E HOBBYHORSEDRIVEMENDENHALL DRIVE ALMOND CREEK DRIVE NORTHDALE BLVD. 24 25 26 2728 31 32 34 35 37 39 41 42 43 44 Section 7 (Existing) MENDENHALL DRIVE E XMOO R D R I V E DAVID J. STOEPPELWERTH PLANS CERTIFIED BY: 12/18/19 S & A JOB No. 60160REP-S7PLANS 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 JACKSON'S GRANT on WILLIAMS CREEK Section 7 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) 770-7011 Fax:(317) 770-1819 Email:dwagner@republicdev.com INDEX SHT. NO.DESCRIPTION C001 COVER SHEET C100 TOPOGRAPHICAL SURVEY/DEMO PLAN C200 - C201 SITE DEVELOPMENT PLAN EMERGENCY FLOOD ROUTE PLAN 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 - C404 STREET PLAN & PROFILES INTERSECTION DETAIL STREET SIGN PLAN CONCRETE CURB POLICY C500 SANITARY PLAN & PROFILES C600 - C602 STORM PLAN & PROFILES SUB-SURFACE DRAIN PLAN C700 WATER PLAN & PROFILES C800 - C803 CONSTRUCTION SPECIFICATIONS & DETAILS C900 - C901 LANDSCAPE PLAN REVISIONS SHT. NO.DESCRIPTION DATE BY ALL REVISED PER TAC COMMENTS 3/9/2020 DSM ALL REVISED PER TRICO COMMENTS 7/15/2020 DSM LOCATION MAP SCALE: 1" = 1,000' FLOOD MAP NOT-TO-SCALE Panel 18057C0206G / 208G Effective November 19, 2014 SOILS MAP SCALE: 1" = 250' 18057C0206G eff. 11/19/2014 18057C0208G eff. 11/19/2014 1" = 250 FT SOILS LEGEND Map Unit: 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 (1 0.0 inches in the upper 60 inches). The pH of the surface layer in nonlimed 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 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: MmA- Miami silt loam, 0 to 2 percent slopes, gravelly substratum This well drained soil has a watertable at a depth greater than 40 inches and is on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 3.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (7.7 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness is a management concern for crop production. Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded This moderately sloping, deep, well drained soil is on knobs and breaks along streams and drianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in size. Map Unit: OcA- Ockley silt loam, 0 to 2 percent slopes This well drained soil has a watertable at a depth greater than 40 inches and is on terraces. 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 moderate (0.6 to 2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (9.2 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 4.5 to 6.0. Map Unit: Sh - Shoals silt loam This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and is on floodplains. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderate organic matter content (2.0 to 4.0 percent). Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (10.8 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 6.6 to 7.8. Wetness and the flooding hazard are management concerns for crop production. This soil responds well to tile drainage. Because of the flooding hazard, this soil has a severe limitation for most non-ag uses. Map Unit: YclA--Crosby silt loam, fine-loamy subsoil-Urban land complex, 0 to 2 percent slopes The Crosby component makes up 93 percent of the map unit. Slopes are 0 to 2 percent. This component is on wisconsin water-lain moraines on till plains. The parent material consists of silty material or loess over loamy till. Depth to a root restrictive layer, densic material, is 24 to 40 inches. The natural drainage class is somewhat poorly drained. Water movement in the most restrictive layer is low. Available water to a depth of 60 inches (or restricted depth) is moderate. Shrink-swell potential is low. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 6 inches during January, February, March, December. Organic matter content in the surface horizon is about 3 percent. Nonirrigated land capability classification is 2w. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 30 percent. Map Unit: YmsB2--Miami silt loam-Urban land complex, 2 to 6 percent slopes, eroded The Miami, eroded component makes up 85 percent of the map unit. Slopes are 2 to 6 percent. This component is on till plains, till plains. The parent material consists of loess over loamy till. Depth to a root restrictive layer, densic material, is 24 to 40 inches. The natural drainage class is moderately well drained. Water movement in the most restrictive layer is low. Available water to a depth of 60 inches (or restricted depth) is moderate. Shrink-swell potential is low. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 30 inches during January, February, March, April, December. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 2e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 33 percent. UTILITY CONTACTS Clay Township Regional Waste District 10701 College Avenue Indianapolis, Indiana 46280 Carmel Water Utilities 3450 West 131st Street Westfield, Indiana 46074 AT & T 240 North Meridian Street 2nd Floor, Room 280 Indianapolis, Indiana 46220 Spectrum 3030 Roosevelt Avenue Indianapolis, Indiana 46220 Indianapolis Power & Light Company 3600 North Arlington Avenue Indianapolis, Indiana 46218 Vectren Energy 16000 Allisonville Road Noblesville, Indiana 46060 FLOOD STATEMENT THIS IS TO CERTIFY THAT NO GRADED PORTION OF THE SUBJECT PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD ZONE "A" AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANELS 18057C0206G & 18057C0208G OF THE FLOOD INSURANCE RATE MAPS DATED NOVEMBER 19, 2014. SITE SITE Spring Mill RoadClay Center Road116th Street SITE DESIGN DATA - NORTHVALE DESIGN SPEED LIMIT 25 M.P.H. LOTS ACREAGE SECTION 6 12 19.888 SECTION 7 17 12.245 TOTALS 29 LOTS 32.133 AC. ± AREA DENSITY 1.11 LOTS/ACRE ALMOND CREEK DRIVE 1,438.19 L.F. TOTAL 1,438.19 L.F. ZONING SILVARA PUD TOTAL SITE DISTURBANCE 11.6 AC. ± OPERATING AUTHORITY CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571-2441 LOT & SETBACK REQUIREMENTS Planning Area Minimum Lot Minimum Yard Setbacks Min. Dwelling Unit Size (sf) Max. Lot CoverageWidthArea (sf)Street Frontage Front Side (Aggregate)Rear 1-story 2-story Northvale (formally known as The Estates)100'15,000 50'40'10' (30')20'2,400 3,000 35% ¹The following front yard setbacks shall apply for: (i) Dwellings w/ rear load garages, 10'; and (ii) Dwellings w/ courtyard garages, 20'. ²Perimeter lots within the hatched areas shown on the Conceptual Plan shall also be subject to the following: (i) minimum Rear Lot Line width of 120'; and (ii) minimum Lot depth of 180'. Perimeter lots within the cross-hatched areas shown on the Conceptual Plan shall also be subject to the following: (i) Minimum Lot Line width of 140'; and (ii) minimum lot depth of 160'. ALL SECTION 7 LOTS 317 - 333 FALL WITHIN THE ESTATES PLANNING AREA. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. JACKSON'S GRANT ON WILLIAMS CREEK, SECTION 7 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 No. 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 No. 2017002664 in the Office of the Recorder for Hamilton County, Indiana; said point also being a corner of the boundary for Jacksons Grant, Section 6 (not recorded); thence South 83 degrees 45 minutes 53 seconds West to a corner of said Jacksons Grant, Section 6, said point also being the POINT OF BEGINNING of this description; thence along said boundary by the following nine (9) courses: (1) South 00 degrees 17 minutes 26 seconds West 119.51 feet; (2) South 62 degrees 27 minutes 30 seconds West 190.79 feet to a point on a curve concave southwesterly, the radius point of said curve being South 62 degrees 27 minutes 30 seconds West 160.00 feet from said point; (3) northwesterly along said curve 134.82 feet to a point on said curve, said point being North 14 degrees 10 minutes 48 seconds East 160.00 feet from the radius point of said curve; (4) South 00 degrees 27 minutes 01 seconds East 164.57 feet; (5) North 89 degrees 42 minutes 34 seconds West 662.17 feet; (6) North 00 degrees 17 minutes 26 seconds East 165.83 feet to a point on a curve concave northeasterly, the radius point of said curve being North 08 degrees 57 minutes 03 seconds East 75.00 feet from said point; (7) northwesterly along said curve 28.13 feet to a point on said curve, said point being South 30 degrees 26 minutes 26 seconds West 75.00 feet from the radius point of said curve; (8) South 34 degrees 45 minutes 35 seconds West 79.77 feet; (9) North 89 degrees 43 minutes 00 seconds West 197.17 feet to a point on the boundary of Springmill Streams, Section Three, recorded as Instrument No. 84-8961, Plat Book 11, Pages 33 - 34 in the Office of the Recorder for Hamilton County, Indiana; thence along said boundary North 00 degrees 17 minutes 00 seconds East 468.42 feet to the southwest corner of a parcel owned by Robert A. & Johanna M. Gallagher, recorded as Instrument No. 2017-16591 in the Office of the Recorder for Hamilton County, Indiana; thence North 89 degrees 32 minutes 59 seconds East 218.17 feet along the South boundary of said parcel to the southeast corner of said parcel; thence North 00 degrees 17 minutes 00 seconds East 100.00 feet along the East boundary of said parcel to the northeast corner of said parcel, said point also being on the South boundary of Springmill Streams, Section Two, recorded as Instrument No. 84-8861, Plat Book 11, Pages 31 - 32 in the Office of the Recorder for Hamilton County, Indiana; thence North 89 degrees 32 minutes 59 seconds East along said boundary a distance of 381.23 feet to a point along said boundary, said point also being the northwest corner of a parcel owned by Robert M. & Sydney J. Book, recorded as Instrument No. 2012-06171 in the Office of the Recorder for Hamilton County, Indiana; thence South 00 degrees 13 minutes 14 seconds West 300.00 along the West boundary of said parcel to the southwest corner of said parcel; thence North 89 degrees 32 minutes 59 seconds East along the South line of said parcel a distance of 439.00 feet to a point along said boundary, said point also being the northwest corner of a parcel owned by Robert M. & Sydney J. Book, recorded as Instrument No. 2003123339 in the Office of the Recorder for Hamilton County, Indiana; thence on and along the boundary of said parcel by the following three (3) courses: (1) South 00 degrees 13 minutes 14 seconds West 153.49 feet; (2) North 64 degrees 56 minutes 13 seconds East 111.85 feet; (3) North 83 degrees 45 minutes 53 seconds East 61.06 feet to the place of beginning, containing 12.245 acres, more or less, subject to all legal highways, rights-of-ways, easements, and restrictions of record. 1