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Home My WebLink AboutC001 - Cover Sheet-C001OcA MmB2 CrA MmB2 MmC2 MoC3 MoD3 MmC2 MoD3 Ge C.A. #16 C.A. #11C.A. #12 C.A. #13 C.A. #14 85 86 87 108 109 110 111 112 113 114 115 116 117118119120 121 122 123124 129 130 131 1 23 4567891011 12 13 14 15 16 17 18 19 20 21 22 23 2425 262728293031323334 35 36 61 62 63 C.A.#3 C.A.#4 C.A. #5 C.A. #6 C.A. #2 C.A. #P1 C.A. #P2 C.A.#38 14 15 16 171819 155 156 157 158 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 1A (Existing) Section 1B (Existing) Section 4 (Existing) Section 6 (Existing) WESTVALE DRIVE FRENZE L P A R K W A Y AMS COURTJAC K S O N ' S G R A N T B L V D . JACKSON'S GRANT BLVD.FRENZEL PARKWAYRDCIRC L E 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 OTTO LANEHOBBYHORSEDRIVEMENDENHALL DRIVE ALMOND CREEK DRIVE NORTHDALE BLVD. 343 346 350 335 351353 344 338 347 355341 336 354 340 345 339 348 342 352 349 337 334 Section 7 (Existing) MENDENHALL DRIVE E XMO O R D R I V E C.A. #8-2 C.A. #8-4 C .A . # 8 - 3 C.A. #8-5 C.A. #8-1 C.A . # 8 - 6 SITE Section 8 DAVID J. STOEPPELWERTH PLANS CERTIFIED BY: 09/16/20 S & A JOB No. 60160REP-S8PLANS 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 8 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 - C601 STORM PLAN & PROFILES SUB-SURFACE DRAIN PLAN C700 WATER PLAN & PROFILES C800 - C804 CONSTRUCTION SPECIFICATIONS & DETAILS C805-C806 COMPENSATORY STORAGE EXHBITS C900-C905 LANDSCAPE PLAN D001 COVER SHEET - BRIDGE & PATH PLANS (SEE INDEX ON D001) REVISIONS SHT. NO.DESCRIPTION DATE BY C200, C500, C800 - C801 REVISED PER TRICO COMMENTS 10/7/2020 JDT ALL REVISED PER TAC COMMENTS 8/17/2021 JDT ALL REVISED PER CITY OF CARMEL COMMENTS 10/21/2021 AEC C200 - C201, C301 - C302 REVISED PER CITY OF CARMEL COMMENTS 12/6/2021 AEC 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 TriCo Regional Sewer Utility 10701 North College Avenue, Suite A Indianapolis, IN 46280 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. SITESITE Spring Mill RoadClay Center Road116th Street SITE DESIGN DATA - NORTHVALE & EXMOOR DESIGN SPEED LIMIT 25 M.P.H. LOTS ACREAGE SECTION 6 12 19.888 SECTION 7 17 12.245 SECTION 8 22 14.662 TOTALS 51 LOTS 46.795 AC. ± AREA DENSITY 1.09 LOTS/ACRE MENDENHALL DRIVE 413.47 L.F. EXMOOR DRIVE 1,273.56 L.F. ALLEY 403.60 L.F. TOTAL 2,090.62 L.F. ZONING SILVARA PUD TOTAL SITE DISTURBANCE 9.54 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 Bridgecreek) 55' 65' 6,600 7,750 30' 35'25'5' (10')20'1,600 2,000 50% 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'. 1 JACKSON'S GRANT ON WILLIAMS CREEK, SECTION 8 A subdivision of part of the Northwest Quarter of Section 34, Township 18 North, Range 03 East, Clay Township, Hamilton County, Indiana more particularly described as follows: Beginning at the Northeast corner of Jackson's Grant on Williams Creek, Section 2, per plat thereof recorded as Instrument Number 2018038285 in Plat Cabinet 5, Slide 866 in the Office of the Hamilton County Recorder, said point also being the Southeast corner of Claybridge at Springmill recorded as Instrument number 89-27503 in Plat Cabinet 1, Slide 72 in said Recorder's Office; thence North 00 degrees 17 minutes 00 seconds East, along the East line of said Claybridge, a distance of 494.50 feet; thence North 89 degrees 30 minutes 51 seconds East, along a South line of said Claybridge and the South line of Springmill Streams recorded as Instrument Number 84-8961 in Plat Book 11, Pages 33-34 in said Recorder's Office a distance of 607.00 feet to the Southeast corner of said Claybridge; thence South 80 degrees 03 minutes 42 seconds East a distance of 244.11 feet; thence South 00 degrees 17 minutes 26 seconds West a distance of 50.00 feet; thence South 69 degrees 00 minutes 23 seconds West a distance of 149.78 feet; thence South 22 degrees 31 minutes 53 seconds East a distance of 145.27 feet; thence South 30 degrees 36 minutes 24 seconds East a distance of 108.04 feet; thence South 05 degrees 33 minutes 20 seconds East a distance of 30.64 feet; thence South 29 degrees 07 minutes 36 seconds East a distance of 47.68 feet; thence South 00 degrees 36 minutes 05 seconds East a distance of 44.43 feet; thence South 00 degrees 40 minutes 16 seconds East a distance of 29.11 feet; thence South 08 degrees 51 minutes 54 seconds East a distance of 91.86 feet; thence South 57 degrees 17 minutes 07 seconds East a distance of 12.36 feet to a northerly corner of Jackson's Grant on Williams Creek, Section 4 recorded as Instrument 2018009549 in Plat Cabinet 5, Slide 810 in said Recorder's Office; thence along the lines of said plat the following 11 courses and distances: (1) South 38 degrees 23 minutes 51 seconds West a distance of 59.59 feet; (2) thence South 30 degrees 03 minutes 49 seconds West a distance of 33.87 feet; (3) thence South 05 degrees 30 minutes 38 seconds West a distance of 46.41 feet; (4) thence South 27 degrees 48 minutes 20 seconds West a distance of 58.52 feet; (5) thence South 68 degrees 26 minutes 48 seconds West a distance of 25.76 feet; (6) thence North 45 degrees 43 minutes 00 seconds West a distance of 32.16 feet; (7) thence South 49 degrees 23 minutes 51 seconds West a distance of 221.93 feet; (8) thence South 64 degrees 33 minutes 51 seconds West a distance of 45.43 feet; (9) thence South 40 degrees 37 minutes 38 seconds West a distance of 28.90 feet; (10) thence South 65 degrees 58 minutes 09 seconds West a distance of 73.81 feet; (11) thence South 50 degrees 41 minutes 01 seconds West a distance of 39.88 feet to the East line of the aforementioned Section 2; thence North 00 degrees 28 minutes 13 seconds West, along said East line a distance of 102.62 feet; thence North 44 degrees 42 minutes 34 seconds West, along a northeasterly line of said Section 2, a distance of 585.38 feet to the Point of Beginning, Containing 14.662 acres, more or less. ALL SECTION 8 LOTS 215 - 236 FALL WITHIN THE BRIDGECREEK, EXMOOR 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.Spring Mill Road