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Home My WebLink AboutD001 - Cover Sheet-D001OcA 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 23 4567891011 12 13 14 15 16 17 18 19 20 21 22 23 25 262728293031323334 35 36 61 62 63 C.A.#3 C.A.#4 C.A. #5 C.A. #6 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 199 200 201 202 203 204 205 206 207 208 209 212 213214215216 217 218 219 220 221 222 223 224 227 228 229230231232233234 235 236 237 238 239 C.A. #27 C.A. #29 308 314 306307310309311 312 313 315 316C.A. #37317318319320321 322 323 324 325 326 327 328 329 330 331 332 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 RI 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. 224 227 231 216 232234 225 219 228 236222 217 235 221 226 220 229 223 233 230 218 215 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 Section 8 SITE Bridge (Vehicular) (Future) SITE Bridge (Pedestrian) SITE Bridge (Pedestrian) DAVID J. STOEPPELWERTH PLANS CERTIFIED BY: 10/19/20 S & A JOB No. 60160REP-DNRPLANS 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 Bridge & Path Plans 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 D001 COVER SHEET D100 - D101 TREE CLEARING ONLY D200 - D202 SITE DEVELOPMENT PLAN D300 & D302 - D304 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 D800 - D805 CONSTRUCTION SPECIFICATIONS & DETAILS REVISIONS SHT. NO.DESCRIPTION DATE BY ALL REVISED WILLIAMS CREED PEDESTRIAN BRIDGE 12/9/2020 KJJM ALL REVISED PER SJCA COMMENTS 1/25/2021 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 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 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. SITE SITE SITE SITE SITE SITE TOTAL DISTURBED AREA = 0.80 Ac±