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Home My WebLink AboutJackson's Grant Brdige and Path Plan Full SetOcA 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 25262728293031323334 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. #P4199 200 201 202 203 204 205 206 207 208 209 212 213214215216217 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 FRENZEL 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 PARKWAYRDCIRCL E B R I DG E M ONT LANE DY LAN D RIV E ELLIOT CREEK 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) SITEBridge (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 D200-D201 REVISED PER TAC COMMENTS 8/17/2021 RBM 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± 844.10844.20844.80845.30845.30845.40845.40845.50845.60845.60845.80845.80845.90846.30846.30846.40846.60846.90847.30847.30847.30847.70848.80849.00849.40849.40849.50849.60849.60849.60849.70849.80849.90850.50852.50853.60854.40854.40854.70855.10856.80857.40857.40857.40857.40857.50857.50857.60858.30858.30858.40858.40858.40858.50858.50858.50858.60858.60859.20859.20859.30859.40859.40859.40859.40859.50859.50859.50859.50859.60859.60859.60859.60859.70860.20860.30860.30860.40860.40860.50860.50860.50860.50860.50860.50860.60860.60860.60860.60860.70861.00861.30861.40861.40861.40861.40861.40861.50861.50861.50861.50861.50861.50861.50861.50861.50861.60861.60861.60861.60861.60861.70861.70861.80861.80861.80861.80861.80861.90861.90861.90862.10862.10862.10862.20862.20862.20862.30862.30862.30862.30862.30862.40862.40862.40862.40862.40862.40862.40862.50862.50862.50862.50862.50862.50862.50862.50862.50862.60862.60862.60862.60862.60862.70862.70862.70862.70862.70862.80862.80862.80862.80862.90863.20863.20863.20863.20863.40863.40863.40863.50863.50863.50863.50863.60863.60863.60863.60864.10864.30864.30864.30864.30864.40864.60864.70864.70864.70864.80864.80864.90865.00865.40865.60865.60866.30857.20858.02858.19858.29858.28858.50858.89858.43857.94857.32857.13856.93857.05859.03860.01860.57862.56861.55860.10859.28861.77862.32860.97861.40862.54863.21861.79EX. SANITARY MH #JG 601 (OUTSIDE DROP) T.C.=857.54 18" PS115 NE INV.=833.65 18" PS115 S INV.=833.55 8" S.D.R. 35 P.V.C. W INV.=848.79 EX. SANITARY MH #JG 600 T.C.=858.06 18" PS115 SW INV.=833.91 EX. SANITARY MH #JG 602 T.C.=851.81 18" PS115 N INV.=832.86 18" PS115 W INV.=832.76 EX. SANITARY MH #JG 603 T.C.=852.67 18" PS115 E INV.=832.29 18" PS115 W INV.=832.19 EX. SANITARY MH #JG 604 T.C.=853.02 18" PS115 E INV.=831.46 18" PS115 SW INV.=831.36 EX. CURB INLET #800 T.C.=856.29 12" R.C.P. SW INV.=852.57 EX. CURB INLET #801 T.C.=856.31 12" R.C.P. NE INV.=852.49 12" R.C.P. W INV.=852.39 EX. YARD INLET #666 T.C.=853.72 12" R.C.P. S INV.=850.16EX. CURB INLET #679 T.C.=853.20 12" R.C.P. S INV.=848.85 12" R.C.P. N INV.=848.95 EX. CURB INLET W/ 2' SUMP #680 T.C.=853.14 12" R.C.P. N INV.=848.59 15" R.C.P. S INV.=848.49 EX. YARD INLET #692 T.C.=851.84 12" R.C.P. W INV.=848.84 EX. YARD INLET #691 T.C.=853.38 12" R.C.P. E INV.=849.96 EX. OUTLET CTRL. STR. #693 T.C.=853.31 12" R.C.P. W INV.=850.85 EX. OUTLET CTRL. STR. #697 T.C.=851.69 12" R.C.P. SW INV.=845.21 EX. CURB INLET #672 T.C.=853.51 12" R.C.P. S INV.=849.56 EX. CURB INLET #673 T.C.=853.62 12" R.C.P. N INV.=849.41 15" R.C.P. S INV.=848.54 EX. MANHOLE #674 T.C.=851.16 15" R.C.P. N INV.=847.40 15" R.C.P. W INV.=847.30 EX. CURB INLET W/ 2' SUMP #669 T.C.=854.13 12" R.C.P. NW INV.=848.03 12" R.C.P. SE INV.=847.63 EX. CURB INLET #668 T.C.=854.22 12" R.C.P. N INV.=848.72 12" R.C.P. SE INV.=848.62 EX. YARD INLET #667 T.C.=852.48 12" R.C.P. S INV.=848.98 EX. END SECTION #678 15" R.C.P. N INV.=853.02 EX. END SECTION #802 12" R.C.P. E INV.=851.92 EX. END SECTION #681 15" R.C.P. N INV.=846.84 EX. END SECTION #671 12" R.C.P. N INV.=846.45 EX. END SECTION #675 15" R.C.P. E INV.=847.03 EX. END SECTION #696 12" R.C.P. NE INV.=848.99 EX. END SECTION #695 12" R.C.P. SW INV.=849.46 EX. END SECTION #694 12" R.C.P. E INV.=850.69 EX. END SECTION #684 12" R.C.P. NE INV.=850.84 EX. MANHOLE #670 T.C.=851.23 12" R.C.P. NW INV.=846.72 12" R.C.P. S INV.=846.62 EX. END SECTION #698 12" R.C.P. NE INV.=844.41 758 855.90 A3 759 855.52A3 760855.14 A3 761 855.09 A3 762 855.09A3 763 855.36 A3 764 855.10A3 765855.14 A3 766855.64 A3 767 855.42A3 768855.08 A3 769855.30 A3 770 855.25ASW TEE C.A. #28 C.A. #29 308 314 BLOCK 'N' 305 306307310309311 312 313 315 316 EX. BMP 15A EX. BMP 15B EX. BMP 15CEX. BMP 13D EX. BMP 13A EX. BMP 14B EX. BMP 14C C.A. #29 C.A. #29 C.A. #27 C.A. #27 C.A. #27STA. 909BFE 848.15STA. 726BFE 847.47STA. 692 BFE 847.0 8 STA. 583.7464BFE 846.71STA. 421.5597BFE 846.07STA. 508 BFE 846.28 STA. 3 3 7 BFE 84 6. 0 1 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.TOPOGRAPHICAL SURVEY / DEMO PLAND100 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D100 - Tree Clearing Only.dwg - D100Modified / By:August 18, 2021 1:18:07 PM / RMorrisPlotted / By:August 18, 2021 1:47:58 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMGRAPHIC SCALE ( IN FEET ) 1" = 60 FT CLEAR & GRUB TREES/VEGETATION (AS REQUIRED) CLEAR & GRUB TREES/VEGETATION (AS REQUIRED) CLEAR & GRUB TREES/VEGETATION (AS REQUIRED) CLEAR & GRUB TREES/VEGETATION REMOVE EXISTING GRAVEL DRIVE AND STRUCTURES (AS REQUIRED) REMOVE EXISTING STRUCTURE (AS REQUIRED)CLEAR & GRUB TREES/VEGETATIONCLEAR & GRUB TREES/VEGETATION CLEAR & GRUB TREES/VEGETATION NOTES THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. BENCHMARK DATA TBM #1 A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING MILL ROAD. ELEVATION: 855.05' (NGVD 1929) TBM #2 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B, SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET. ELEVATION: 859.30' (NGVD 1929) TBM #3 A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE OVER WILLIAMS CREEK. ELEVATION: 841.65' (NGVD 1929) TBM #4 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER ROAD. ELEVATION: 867.10' (NGVD 1929) TBM #5 A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS SUBDIVISION AT THE INTERSECTION OF CLAY SPRING DRIVE AND CLAY CENTER ROAD. ELEVATION: 873.07' (NGVD 1929) TBM #6 A CUT SQUARE IN THE CONCRETE WALK IN THE WEST SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF ENTRANCE TO CLARIDGE FARMS SUBDIVISION. ELEVATION: 873.39' (NGVD 1929) TBM #7 THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST DRIVE TO 660 SUFFOLK LANE. ELEVATION: 869.27' (NGVD 1929) TBM #8 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT 12433 SPRING MILL ROAD. ELEVATION: 856.00' (NGVD 1929) TBM #9 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AND 90 FEET ± SOUTH OF THE INTERSECTION OF MALLARD COURT AND SPRING MILL ROAD. ELEVATION: 860.92' (NGVD 1929) REFERENCE BENCHMARK HAM G-52 A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4 MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. ELEVATION: 844.04' (NGVD 1929) BENCHMARK NOTE TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" LEGEND CONTOUR SWALE LAKE NORMAL POOL ELEVATION SANITARY SEWER (w/LATERAL) STORMSEWER FORCE MAIN WATERLINE GASLINE FENCELINE TREELINE LIGHTPOLE FIRE HYDRANT WATER VALVE WATER METER CLEANOUT TELEPHONE PEDESTAL CABLE TV PEDESTAL ELECTRIC TRANSFORMER CONTROL POINT DENOTES FEATURES TO BE REMOVED DENOTES SNOW FENCE TO BE INSTALLED FOR TREE PROTECTION 30' NON-EXCLUSIVE SANITARY SEWER EASEMENT TriCo REGIONAL SEWER DISTRICT INST. No. 2018033769 30' S . S . E . 30' S.S.E. 30' S.S.E. 30' NON-EXCLUSIVE SANITARY SEWER EASEMENT TriCo REGIONAL SEWER DISTRICT INST. No. 2018033773 Robert M, & Sydney J. Book Inst. No. 2009-7126 Robert M. & Sydney J. Book Inst. No. 2003123339 Adam & Kelley Broderick Inst. No. 2015-56834 Christopher & Brooke Mattson Inst. No. 2017-52175 Crystal B. Wagner Inst. No. 2019-46494 Robert A. & Johanna M. Gallagher Inst. No. - Ryan W. & Amanda ORourke Inst. No. 2019-27167 Elizabeth Mitchell Inst. No. 2003123339 Robert A. & Johanna M. Gallagher Inst. No. - Frederick G. & Jacquelyn A. Winters Inst. No. 2006-70968 David E. & Emily R. Mattews Inst. No. 2003123339 Richard W. & Phyllis J. Schnute Inst. No. - William E. & Christine A. McComb Inst. No. 2015-56834 APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 100-YR. FLOOD ELEVATION ALONG WILLIAMS CREEK (PER FIRM PANEL NOS.: 10857C0206G / 208G DATED: NOVEMBER 19, 2014) FWF(FIRM) FWF(FIRM) 100-Yr. EL. 900.00 STA. 10+00.00 Floodplain Zone AE scaled from FIRM Panel No. 18057C0206G / 208G Dated November 19, 2014 844.10844.20844.60844.60844.80845.30845.30845.40845.40845.50845.60845.60845.80845.80845.90846.30846.90847.30847.30847.30847.40847.60847.70847.70848.10848.20848.20848.30848.60848.80848.80849.40849.60849.90849.90850.30850.70851.30852.50853.20853.60854.40854.40854.40854.70856.70858.30858.30858.30859.20859.40859.40859.50860.30860.40860.60860.60860.60860.60860.60860.60860.60860.70860.90861.10861.10861.20861.30861.40861.40861.40861.50861.60861.60861.60861.70861.70862.10862.40862.40862.60862.60862.80862.80862.90862.90863.00863.00863.30863.70863.70863.80864.20864.30864.40864.50864.50864.60EX. SANITARY MH #JG 603 T.C.=852.67 18" PS115 E INV.=832.29 18" PS115 W INV.=832.19 EX. SANITARY MH #JG 604 T.C.=853.02 18" PS115 E INV.=831.46 18" PS115 SW INV.=831.36 EX. SANITARY MH #JG 605 T.C.=934.71 18" PS115 S EX. OUTLET CTRL. STR. #693 T.C.=853.31 12" R.C.P. W INV.=850.85 EX. OUTLET CTRL. STR. #697 T.C.=851.69 12" R.C.P. SW INV.=845.21 EX. CURB INLET #672 T.C.=853.51 12" R.C.P. S INV.=849.56 EX. CURB INLET #673 T.C.=853.62 12" R.C.P. N INV.=849.41 15" R.C.P. S INV.=848.54 EX. MANHOLE #674 T.C.=851.16 15" R.C.P. N INV.=847.40 15" R.C.P. W INV.=847.30 EX. END SECTION #678 15" R.C.P. N INV.=853.02 EX. END SECTION #675 15" R.C.P. E INV.=847.03 EX. END SECTION #696 12" R.C.P. NE INV.=848.99 EX. END SECTION #694 12" R.C.P. E INV.=850.69 EX. END SECTION #698 12" R.C.P. NE INV.=844.41 C.A. #29 308 314 310 309311 312 313 315 EX. BMP 13A C.A. #27 C.A. #27 STA. 421.5597BFE 846.07STA. 508 BFE 846.28 STA. 3 3 7 BFE 84 6. 0 1 STA. 0. 0 8 4 BFE 84 5. 3 3 STA. 0. 0 3 8 BFE 843. 5 7 STA. 147 . 0 0 9 2 BFE 846 . 0 1 STA. 79. 2 9 7 4 8 BFE 845. 0 1 STA. 32 BFE 842. 7 9 ST A . 3 . 9 7 7 BF E 8 4 3 . 4 8 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D100 - Tree Clearing Only.dwg - D101Modified / By:August 18, 2021 1:18:07 PM / RMorrisPlotted / By:August 18, 2021 1:48:04 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMGRAPHIC SCALE ( IN FEET ) 1" = 60 FT NOTES THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.TOPOGRAPHICAL SURVEY / DEMO PLAND101 BENCHMARK DATA TBM #1 A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING MILL ROAD. ELEVATION: 855.05' (NGVD 1929) TBM #2 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B, SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET. ELEVATION: 859.30' (NGVD 1929) TBM #3 A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE OVER WILLIAMS CREEK. ELEVATION: 841.65' (NGVD 1929) TBM #4 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER ROAD. ELEVATION: 867.10' (NGVD 1929) TBM #5 A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS SUBDIVISION AT THE INTERSECTION OF CLAY SPRING DRIVE AND CLAY CENTER ROAD. ELEVATION: 873.07' (NGVD 1929) TBM #6 A CUT SQUARE IN THE CONCRETE WALK IN THE WEST SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF ENTRANCE TO CLARIDGE FARMS SUBDIVISION. ELEVATION: 873.39' (NGVD 1929) TBM #7 THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST DRIVE TO 660 SUFFOLK LANE. ELEVATION: 869.27' (NGVD 1929) TBM #8 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT 12433 SPRING MILL ROAD. ELEVATION: 856.00' (NGVD 1929) TBM #9 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AND 90 FEET ± SOUTH OF THE INTERSECTION OF MALLARD COURT AND SPRING MILL ROAD. ELEVATION: 860.92' (NGVD 1929) REFERENCE BENCHMARK HAM G-52 A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4 MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. ELEVATION: 844.04' (NGVD 1929) BENCHMARK NOTE TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" LEGEND CONTOUR SWALE LAKE NORMAL POOL ELEVATION SANITARY SEWER (w/LATERAL) STORMSEWER FORCE MAIN WATERLINE GASLINE FENCELINE TREELINE LIGHTPOLE FIRE HYDRANT WATER VALVE WATER METER CLEANOUT TELEPHONE PEDESTAL CABLE TV PEDESTAL ELECTRIC TRANSFORMER CONTROL POINT DENOTES FEATURES TO BE REMOVED DENOTES SNOW FENCE TO BE INSTALLED FOR TREE PROTECTION APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 100-YR. FLOOD ELEVATION ALONG WILLIAMS CREEK (PER FIRM PANEL NOS.: 10857C0206G / 208G DATED: NOVEMBER 19, 2014) FWF(FIRM) FWF(FIRM) 100-Yr. EL. 900.00 STA. 10+00.00 841.46841.85842.07843.77843.54843.57844.26842.71842.46841.88842.24842.21843.92842.62841.36840.43839.41839.33840.01840.09840.67840.64841.08840.95840.92840.86841.06840.64840.57840.56841.06841.17841.76841.55841.69841.52841.73841.68841.87842.04841.13837.51841.27841.91841.60841.82839.90841.08837.50837.37837.41837.61840.16839.33837.57841.49841.58839.88837.88837.75840.77840.83837.72840.30837.59837.30836.72840.32839.95837.39839.72840.68841.54841.58841.80840.47840.15844.07843.93841.94842.01842.77843.05843.91842.98842.08837.41837.28837.16837.40837.91837.77837.28838.18838.28843.55842.06841.77842.14842.32842.05842.87842.26843.98843.24843.25842.10842.38842.99841.23842.12844.02843.94840.93840.20843.78843.82839.11838.79839.02842.66842.07839.24839.19839.37842.39838.21837.92837.30838.12837.07838.12841.31841.00839.79839.48839.83840.84839.94839.66840.46840.59840.47840.96841.07840.66841.03840.65840.38840.82841.03840.70840.59841.08840.78840.71840.79840.72840.86841.11841.30841.07840.92841.13841.24841.08841.18841.43841.19841.40841.66841.67841.80841.78841.34841.42841.47841.50841.67841.14841.51841.55841.14841.64837.70837.81842.04841.74837.87837.86841.06837.30837.42841.08840.80834.99841.07841.14838.07837.92841.70842.14841.52841.90841.22840.43840.50838.67838.04838.11840.06839.78839.92839.67836.87836.47836.09836.86836.98838.48836.40836.66836.14836.76838.68837.39836.34836.15835.69836.21836.29836.23836.62836.13840.78840.99841.51841.55840.97841.00840.71840.24840.43837.22836.79837.03836.96836.41836.97836.06836.22836.29839.74838.76838.68840.60840.93839.50840.81840.69840.18840.40840.36841.34840.73841.06841.56840.22834.29841.18840.72840.90841.90841.73841.67841.28842.12841.06836.46837.33839.39839.33836.29837.78836.31838.58835.06834.87C.A. #26 199 200 201 202 217 218 236 S S S S S SFMFMFM FM FM FMFMFMFM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FMFMFMFMFMFMFMFMFM FM FM FM P.W.P. P.W.P. P.W.P. P.W.P. W SS 35'43'12'35'27'62'43'2'31'2'12' 47' 20'27'W WW W W W W W WW W W W W W W W W W WWWWW W W W W842.56842.14841.87841.76840.10840.56843.84842.98843.72843.85843.57842.59842.80842.53843.31842.84843.83844.35844.46844.05844.32844.14T.P.842.81844.51844.46844.20844.20844.26844.08844.36844.52844.40843.37843.07842.95844.10843.94844.21844.08844.08842.86844.22843.95843.95844.15836.69836.77841.46839.42840.91839.62840.53840.73840.83840.77840.62840.62841.06841.10841.26840.61840.87840.96841.09841.28841.51841.62841.52842.06843.00843.05842.60842.47841.50841.35C.O.841.70C.O.841.59C.O.842.52S EX. 8' P A T H EX. 8' P A T H STA. 14 7. 0 0 9 2 BFE 846. 0 1 STA. 79. 2 9 7 4 8 BFE 845. 0 1 STA. 32 BFE 842. 7 9 ST A . 3 . 9 7 7 BF E 8 4 3 . 4 8 FW(FIRM)FW(FIRM)FW(FIR M) FW( FI R M) FW( FI R M) FW(FI R M)FW(FI R M) FW(FI R M)FW(FI R M)FW(FI R M)FW(FIRM)FW( FI R M) FW(FI R M) FW(FI R M) FW(F I R M ) STA. 3+55 WYE + LAT 112 L.F.-6" 226 STA. 2+94 WYE + LAT 112 L.F.-6" 227 STA. 2+22 WYE + LAT 110 L.F.-6" 228 STA. 1+50 WYE + LAT 4 L.F.-6" 229 STA. 1+40 WYE + LAT 6 L.F.-6" 230 STA. 1+07 WYE + LAT 43 L.F.-6" 231 STA. 1+29 WYE + LAT 51 L.F.-6" 232 STA. 2+84 WYE + LAT 5 L.F.-6" 233 STA. 3+70 WYE + LAT 5 L.F.-6" 234 W W WWWWWWWWWW WWWWWWWWWWW1" COPPERSERVICE LINE9 L.F.1" COPPERSERVICE LINE9 L.F.1" COPPER SERVICE LINE 9 L.F.1" C O P P E R SE R V I C E L I N E9 L.F.1" COPPER SERVICE LINE 9 L.F. 1" COPPER SERVICE LINE 9 L.F. 1" C O P P E R SE R V I C E L I N E 9 L . F . 1" COPPER SERVICE LINE 112 L.F. 1" COPPER SERVICE LINE 83 L.F.SERVICE LINE43 L.F.1" COPPER SERVICE LI NE 43 L.F.1" COPPER SERVICE LI NE 43 L.F.1" COPPER SERVICE LINE43 L.F.1" COPPER SERVICE LI NE 43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPER SERVICE LINE43 L.F.1" COPPER SERVICE LINE43 L.F.1" COPPER SERVICE LINE43 L.F.1" COPPER SERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.E XM O O R D R I V E EXMOOR DRIVES44°30'51"W 135.00'S44°30'51" W 135.00'S 4 5 ° 2 9 ' 0 9 " E 13 5 . 0 0 ' S65° 3 5 ' 4 2 " E 148. 6 3 ' N89°43'00"W 135.00'S44°30'51"W 120.00'7 0 . 0 0 ' 7 0 . 0 0 '35.70'25 . 8 4 ' 25.84'32.68'53.10'26.32'44.87'95.00'7 0 . 0 0 ' 70 . 0 0 '80.00'129.98'8.45'130.21'95.00'7 7 . 5 1 ' 77 . 5 1 ' 6 5 . 0 0 '65.00'44.43'29.11'91.86'12. 3 6 '59.59'33.87'46.41'58.52'25.76' 3 2 . 1 6 ' 221.93' 45.43'28.90'73.81' 39.88'102.62'5 8 5 . 3 8 ' N44°30'51" E 130.45' S 4 5 ° 2 9 ' 0 9 " E 1 0 3 . 0 3 ' N44°30'51"E 218.43'N00°17'00"E 225.21'1 0 3 . 0 3 '130.45'120.00'59.25'19.30'60.11'48.42'N44°30'51" E 120.00'C4C5C6C7 C15C16 39.27' 2 9 3 . 5 8 ' 3 1 0 . 3 1 ' 2 9 3 . 5 8 ' 3 1 0 . 3 1 '1.67'24.00'S00°17'00"W 176.60'C2338.60'S44°30'51"W 76.28' C24 78.54' N 4 5 ° 2 9 ' 0 9 "W 2 9 3 . 5 8 ' N 4 5 ° 2 9 ' 0 9 "W 2 9 4 . 0 2 ' N 4 5 ° 2 9 ' 0 9 "W 4 1 . 2 9 ' C.O. III C.O. III C.O. III VA R . D . U . & S . S . E . VAR. D.U.&S.S.E. VAR. B.M.P.E. & R.D.E. & U.E.10' D&U.E.10' B.L.31.58'(P R I V A T E A L L E Y )840.9M.E.840.8M.E.840.7M.E.840.6M.E.840.8M.E.840.9M.E.840.9M.E.841.0M.E.841.1M.E.841.6M.E.841.3M.E.841.0M.E.841.2M.E.841.4M.E.841.2M.E.841.0M.E.841.0M.E.841.1M.E.841.4M.E.841.8M.E.842.0M.E.842.2M.E.842.2M.E.842.0M.E.841.9M.E.841.9M.E.841.9M.E.842.0M.E.842.9M.E.843.0M.E. 843.0 M.E. 843.1 M.E. 843.1 M.E. 843.1 M.E. 844.0 M.E.840.9M.E.840.5M.E.840.5M.E.840.4M.E.840.5M.E.840.7M.E.840.7M.E.840.8M.E. 840.8M.E.841.0M.E.841.3M.E.841.0M.E.841.0M.E.841.0M.E.841.2M.E.841.5M.E.841.8M.E.841.9M.E.841.9M.E.841.9M.E.841.9M.E.841.9M.E.841.9M.E.843.0 M.E. 843.1 M.E. 843.1 M.E. 843.1 M.E. 844.0 M.E.842.1M.E.843.0M.E.841.9M.E.841.9M.E.841.2M.E.841.0M.E.841.0M.E.842.1843.6843.6842.1843.6843.6841.9M.E. 843.2 843.1 841.8M.E.842.5M.E.842.6 M.E. 844 .0M.E .844 . 0M.E .844 .6 84 4 . 5 844.7844.6845.4 845.4 845.5 845.5 845.5 845.5 845.4 845.4 842.2841.5M.E.841.6M.E.H O B B Y H O R SE D R IV E E L L I OT CR E E K D R I V E8458438448 4 2 844841 842843 840841842STA. 3 .8 7 1 BFE 8 4 2 . 4 7 BFE 84 3. 5 7STA. 0. 0 3 8 STA. 0.013BFE 842.56STA. 0.007BFE 842.12842843 845.3845.2841.7842.1841.6843.5844.7843.6845.0C.A. #27 VAR. B.M.P.E.&R.D.E.&U.E. C.A. #8-2 VAR. B.M.P.E. & R.D.E. & U.E.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.SITE DEVELOPMENT PLAND200 LEGEND EXISTING SANITARY SEWER EXISTING FORCE MAIN EXISTING STORM SEWER EXISTING WATER LINE EXISTING CONTOUR EXISTING WATERWAY FLOWLINE EXISTING EDGE OF WATERWAY PROPOSED CONTOUR PROPOSED GRADE ELEVATION M.E.MATCH EXISTING PROPOSED 8' ASPHALT MULTI-USE PATH APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 100-Yr. BASE FLOOD ELEVATION(S) ALONG WILLIAMS CREEK, ALMOND DITCH, AND ELLIOT CREEK PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 STA. 100.0000 BFE 850.00 BENCHMARK NOTE TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" CONTACTS CARMEL UTILITIES FOR WATER LOCATES (317) 571-2648 TriCo REGIONAL SEWER UTILY FOR SANITARY SEWER LOCATES (317) 844-9200 GRAPHIC SCALE ( IN FEET ) 1" = 30 FT 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D200 - Site Development Plan.dwg - D200Modified / By:September 2, 2021 8:40:02 AM / RMorrisPlotted / By:September 2, 2021 8:44:09 AM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM08/17/21REVISED PER TAC COMMENTSRBMPEDESTRIAN BRIDGE OVER ELLIOT CREEK (SEE SHEET C202 FOR CROSSING PROFILE) PEDESTRIAN BRIDGE OVER WILLIAMS CREEK (SEE SHEET C202 FOR CROSSING PROFILE) WILLI A M S C R E E K WILLIAMS CREEKWILLI A M S C R E E K EL L I O T C R E E K ALMOND DITCHEXIST. 8' WIDE ASPHALT PATH MATCH EXIST. 8' WIDE ASPHALT PATH Approximate Limits of Floodway (Zone AE) scaled from FIRM Panel No. 18057C0208G Dated November 19, 2014 Approximate Limits of Floodway (Zone AE) scaled from FIRM Panel No. 18057C0208G Dated November 19, 2014 Approximate Limits of Floodplain per the Williams Creek Hydraulic Analysis performed by Christopher B. Burke Engineering, Ltd. Project No. 07-760 Approximate Limits of Floodplain per the Williams Creek Hydraulic Analysis performed by Christopher B. Burke Engineering, Ltd. Project No. 07-760 Approximate Limits of Floodplain per the Williams Creek Hydraulic Analysis performed by Christopher B. Burke Engineering, Ltd. Project No. 07-760 Approximate Limits of Floodplain per the Williams Creek Hydraulic Analysis performed by Christopher B. Burke Engineering, Ltd. Project No. 07-760 Approximate Limits of Floodplain per the Williams Creek Hydraulic Analysis performed by Christopher B. Burke Engineering, Ltd. Project No. 07-760 BENCHMARK DATA TBM #1 A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING MILL ROAD. ELEVATION: 855.05' (NGVD 1929) TBM #2 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B, SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET. ELEVATION: 859.30' (NGVD 1929) TBM #3 A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE OVER WILLIAMS CREEK. ELEVATION: 841.65' (NGVD 1929) TBM #4 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER ROAD. ELEVATION: 867.10' (NGVD 1929) TBM #5 A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS SUBDIVISION AT THE INTERSECTION OF CLAY SPRING DRIVE AND CLAY CENTER ROAD. ELEVATION: 873.07' (NGVD 1929) TBM #6 A CUT SQUARE IN THE CONCRETE WALK IN THE WEST SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF ENTRANCE TO CLARIDGE FARMS SUBDIVISION. ELEVATION: 873.39' (NGVD 1929) TBM #7 THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST DRIVE TO 660 SUFFOLK LANE. ELEVATION: 869.27' (NGVD 1929) TBM #8 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT 12433 SPRING MILL ROAD. ELEVATION: 856.00' (NGVD 1929) TBM #9 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AND 90 FEET ± SOUTH OF THE INTERSECTION OF MALLARD COURT AND SPRING MILL ROAD. ELEVATION: 860.92' (NGVD 1929) REFERENCE BENCHMARK HAM G-52 A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4 MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. ELEVATION: 844.04' (NGVD 1929) 5: 1 5:1 5.00% 5. 0 0%5.00% 5.00 %5:15:15:15:1NOTES THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 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 WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. STORM WATER CONTROLS SHOWN ON THE SWPPP SHOULD BE INSTALLED AS SOON AS PRACTICAL. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC. THE CONTRACTOR IS TO AVOID CLEARING TREES IN CONSTRUCTING THE PATHS / CROSSINGS WITHIN THE FLOODWAY. EXISTING PATH TO BE UTILIZED FOR CONSTRUCTION ACCESS OF VEHICULAR BRIDGE 845.57847.30843.19842.38843.07845.27847.88845.05846.77845.49846.63847.22842.96843.13842.24846.67841.68843.01842.95845.14846.32846.06845.34842.96842.24845.45845.09846.07850.66842.99852.33843.22844.64844.92842.49842.87845.77844.90852.39846.50845.34842.38841.72845.07842.90842.76842.66842.31841.90841.45842.08845.25845.21845.47841.86841.82845.71841.73841.84842.12839.84845.51845.66844.64841.52841.22845.39845.14842.08845.23841.56840.21841.50845.22845.02845.58848.14847.96846.42847.41845.36847.45846.86846.86843.35311 312 S S WWWWWWOHEOHEOHEOHEOHEOHEOHEOHEOHE849.27849.36847.27843.96845.88P.W.P.845.96846.19847.49P.W.P.847.48847.18847.44843.25844.62STA. 508 BFE 846.28 STA. 3 3 7 BFE 84 6. 0 1 WWWWWW WW W W W MEN DE N H ALL DRI VE WWWW WW W WW W 845850846847848849851852853854850846847 848849851852853850847848849851852853 85084784884985185285310+50 853.27 10+75853.4711+00853.6711+25853.8411+75853.8212+00853.6712+25853.5212+75853.5513+00853.7013+25853.8513+50854.009+60.23 853.15 GRD.CHG.12+47.26853.45LP10+00.00 852.96 LP 11+47.99853.90HP0.80%-0.60% -0.60%0.60%MENDENHALL DRIVE MEN D E N H A LL D RI VE BFE 846.71STA. 583.7464BFE 847.08STA. 692BFE 847.47STA. 726STA. 421.5597BFE 846.0784 5 84 2 84 3 84 4 84 2 84 3 84 4 C.A. #27 VAR. B.M.P.E.&R.D.E.&U.E. C.A.#8-1 VAR. B.M.P.E. & R.D.E. & U.E & L.M.A.E. C.A. #29 VAR. B.M.P.E.&R.D.E. &U.E.&P.A.E. C.A.#8-2 VAR. B.M.P.E. & R.D.E.&U.E 30 ' B - B 5 0 ' D . U . & S . S . E . & I . E . E . & P . A . E . 1 0 1 ' D . U . & S . S . E . & I . E . E . & P . A . E .DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.SITE DEVELOPMENT PLAND201 LEGEND EXISTING SANITARY SEWER EXISTING FORCE MAIN EXISTING STORM SEWER EXISTING WATER LINE EXISTING CONTOUR EXISTING WATERWAY FLOWLINE EXISTING EDGE OF WATERWAY PROPOSED CONTOUR PROPOSED GRADE ELEVATION M.E.MATCH EXISTING H.P.HIGH POINT L.P.LOW POINT GRD. CHG.GRADE CHANGE PROPOSED 8' ASPHALT MULTI-USE PATH APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 100-Yr. BASE FLOOD ELEVATION(S) ALONG WILLIAMS CREEK, ALMOND DITCH, AND ELLIOT CREEK PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 STA. 100.0000 BFE 850.00 BENCHMARK NOTE TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" CONTACTS CARMEL UTILITIES FOR WATER LOCATES (317) 571-2648 TriCo REGIONAL SEWER UTILY FOR SANITARY SEWER LOCATES (317) 844-9200 GRAPHIC SCALE ( IN FEET ) 1" = 30 FT 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D200 - Site Development Plan.dwg - D201Modified / By:September 2, 2021 8:40:02 AM / RMorrisPlotted / By:September 2, 2021 8:44:21 AM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM08/17/21REVISED PER TAC COMMENTSRBMVEHICLE BRIDGE OVER ALMOND DITCH (SEE SHEET C202 FOR CROSSING PROFILE)ALMOND D ITCH Approximate Limits of Floodplain per the Williams Creek Hydraulic Analysis performed by Christopher B. Burke Engineering, Ltd. Project No. 07-760 BENCHMARK DATA TBM #1 A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING MILL ROAD. ELEVATION: 855.05' (NGVD 1929) TBM #2 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B, SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET. ELEVATION: 859.30' (NGVD 1929) TBM #3 A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE OVER WILLIAMS CREEK. ELEVATION: 841.65' (NGVD 1929) TBM #4 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER ROAD. ELEVATION: 867.10' (NGVD 1929) TBM #5 A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS SUBDIVISION AT THE INTERSECTION OF CLAY SPRING DRIVE AND CLAY CENTER ROAD. ELEVATION: 873.07' (NGVD 1929) TBM #6 A CUT SQUARE IN THE CONCRETE WALK IN THE WEST SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF ENTRANCE TO CLARIDGE FARMS SUBDIVISION. ELEVATION: 873.39' (NGVD 1929) TBM #7 THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST DRIVE TO 660 SUFFOLK LANE. ELEVATION: 869.27' (NGVD 1929) TBM #8 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT 12433 SPRING MILL ROAD. ELEVATION: 856.00' (NGVD 1929) TBM #9 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AND 90 FEET ± SOUTH OF THE INTERSECTION OF MALLARD COURT AND SPRING MILL ROAD. ELEVATION: 860.92' (NGVD 1929) REFERENCE BENCHMARK HAM G-52 A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4 MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. ELEVATION: 844.04' (NGVD 1929) ALMOND DITCH Approximate Limits of Floodplain per the Williams Creek Hydraulic Analysis performed by Christopher B. Burke Engineering, Ltd. Project No. 07-760 NOTES THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 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 WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. STORM WATER CONTROLS SHOWN ON THE SWPPP SHOULD BE INSTALLED AS SOON AS PRACTICAL. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC. THE CONTRACTOR IS TO AVOID CLEARING TREES IN CONSTRUCTING THE PATHS / CROSSINGS WITHIN THE FLOODWAY. 845.57847.30843.19842.38843.07845.27845.05846.77845.49846.63847.22842.96843.13842.24846.67841.68843.01842.95845.14846.32846.06845.34842.96842.24845.45845.09846.07850.66842.99852.33843.22844.64844.92842.49842.87845.77844.90852.39846.50845.34842.38841.72845.07842.90842.76842.66842.31841.90841.45842.08845.25845.21845.47841.86841.82845.71841.73841.84842.12839.84845.51845.66844.64841.52841.22845.39845.14842.08845.23841.56840.21841.50845.22845.02845.58847.41845.36847.45846.86846.86843.35OHEOHEOHEOHEOHEOHEOHEOHEOHE849.27849.36847.27843.96845.88P.W.P.845.96846.19847.49P.W.P.847.48847.18847.44843.25844.62W WW WW W MEN DE N H ALL DRI VE 82.91'147.23'N39°31'30"E20.10'34.00'N50° 5 6' 4 7" E 20.1 0'29.81'39.32' 62.03' 149.78'145.27 ' 244.11' N 4 4 ° 4 5 ' 5 2 "W 1 1 8 . 3 0 '118.30'64.32'34.00'29.81'78.64'62.03' S50° 5 6'4 7" W 20.10'S39°31'30"W 20.10'C13 C1 N89°42'34"W 62.03' C21 58.98'S45°14'08"W 292.46'N00°17'00"E 100.01'B.M.P.E. & R.D.E.& U.E & L.M.A.E.WWW WWW W W W W 845850846847848849851852853854850846847 84884985185285385084784884985185285385084784884985185285310+50 853.27 10+75853.4711+00853.6711+25853.8411+75853.8212+00853.6712+25853.5212+75853.5513+00853.7013+25853.8513+50854.0012+47.26853.45LP10+00.00 852.96 LP 11+47.99853.90HP0.80%-0.60%-0.60%0.60%MEN D E N H A LL D RI VE 84 5 84 2 84 3 84 4 842843 84 4 C.A. #27 VAR. B.M.P.E.&R.D.E.&U.E. C.A.#8-1 VAR. B.M.P.E. & R.D.E. & U.E & L.M.A.E. C.A. #29 VAR. B.M.P.E.&R.D.E. &U.E.&P.A.E. C.A.#8-2 VAR. B.M.P.E. & R.D.E.&U.E 30 ' B - B50' D.U. & S.S.E.& I. E . E . & P . A . E . 10 1 ' D . U . & S . S . E . & I . E . E . & P . A . E . SCALE: 1"=10' HOR. 1"=1' VERT. 835 840 850 860 835 840 850 860 G.R. ADJACENT TRAFFICSTA. 11+90.0525.0' 30.0' 56.0'END G.R. OPPOSINGTRAFFIC 12+20.0530.0'END G.R. ADJACENTTRAFFIC 12+51.0556.0'G.R. ADJACENT TRAFFICSTA. 10+75.0530.0' 25.0'END G.R. ADJACENTTRAFFIC 10+45.0530.0'END G.R. OPPOSINGTRAFFIC 10+76.05G.R. OPPOSING TRAFFICSTA. 11+90.05G.R. OPPOSING TRAFFICSTA. 11+06.050.80%0.60%-0.60%BVCS: 12+27.23BVCE: 853.51EVCS: 12+67.23EVCE: 853.51BVCS: 11+09.19BVCE: 853.74EVCS: 11+77.19EVCE: 853.81HIGH PT. STA: 11+47.99 HIGH PT ELEV: 853.90 PVI STA: 11+43.19 PVI ELEV: 854.01 A.D. = -1.40% K = 48.50 68.00' VC LOW PT. STA: 12+47.26 LOW PT ELEV: 853.45 PVI STA: 12+47.23 PVI ELEV: 853.39 A.D. = 1.20% K = 33.28 40.00' VC SPEED LIMIT 25 M.P.H. SCALE: 1"=10' HOR. 1"=1' VERT. 835 840 850 860 835 840 850 860841.46841.85841.68841.87841.13837.51841.27841.91841.60841.82839.90841.08837.50837.37837.41837.61840.16839.33837.57841.49841.58839.88837.88837.75840.77840.83837.72840.30837.59837.30836.72840.32839.95837.39839.72840.68841.54841.58841.80840.47840.15840.43840.50838.67838.04838.11840.06839.78839.92839.67836.87836.47836.09836.86836.98838.48836.40836.66836.14836.76838.68837.39836.34836.15835.69836.21836.29836.23836.62836.13840.78840.99841.51841.55840.97841.00840.71840.24840.43837.22836.79837.03836.96836.41836.97836.06836.22836.29839.74838.76838.68840.60840.93839.50840.81840.69840.18840.40840.36841.34840.73841.06841.56840.22834.29841.18840.72840.90841.90841.73841.67841.28842.12841.06836.46837.33839.39839.33836.29837.78836.31838.58835.06834.87SFMFMFMFM FMFM FM FM FM FM FM FM SS 842.14841.87841.76840.10840.56843.05842.60842.47841.50841.35C.O.841.70C.O.841.59C.O.842.52S FW(FIRM)FW(FIRM) FW( FI R M) 73.81'39.88'102.62'840.9M.E.840.8M.E.840.7M.E.840.6M.E.840.8M.E.840.9M.E.840.5M.E.840.5M.E.840.4M.E.842.1843.6843.6842.1843.6843.6841.9M.E. 843.2843.1841.8 M.E.842.5M.E. 842.6 M.E.841 842 843840841842STA. 0.013BFE 842.56STA. 0.007BFE 842.12842843 C.A. #8-2 VAR. B.M.P.E. & R.D.E. & U.E. 840 850 840 850 SCALE: 1"=10' HOR. 1"=1' VERT. 835 840 850 835 840 850 843.77843.54843.57844.26842.71842.46841.88841.76841.55841.69841.52841.73844.07843.93842.01842.77841.43841.19841.40841.66841.67841.80841.78841.34841.42841.47841.50841.67841.14841.51841.55841.14841.64837.70837.81842.04841.74837.87837.86841.06837.30837.42841.08840.80834.99841.07841.14838.07837.92841.70842.14841.52841.90841.22FM FM FMFMFMFMFMFMFM844.20844.26844.08844.36844.52844.40843.37843.07843.94844.21844.08844.08842.86844.22843.95843.95841.28841.51841.62841.52EX. 8' P A T H FW(FI R M) FW(F I R M ) FW(F I R M) 844 .0M.E .844 . 0M.E .844 .6 84 4 . 5 844.7844.6845.4 845.4 845.5 845.5 845.5 845.5 845.4 845.4 842.2841.5M.E.841.6M.E.8458438448 4 2 844845.3845.2841.7842.1841.6843.5844.7843.6845.0C.A. #27 VAR. B.M.P.E.&R.D.E.&U.E. APPROX. NORMAL HIGH WATER EL.=841.90 PROPOSED FLOWLINE, ALMOND DITCH EL.=841.05 GRADED SHELF PROPOSED GRADE EXISTING GRADE 18" REVETMENT RIP-RAP (TYP.), SEE NOTE BELOW WOVEN GEOTEXTILE (TYP.) #53 STONE UNDER GRADED SHELF ARCH, TOP EL.=851.90 ARCH, CROWN EL.=850.908'4:1 7:17:1 3:1 4:1 6'6.0' 15' 4"3" 76" 23' 8"27"4"24"28"4"1.20"15' 23' 8" 24" 6"42"12"4"20"MIN.28"12"4"1.20"6"42"12" 1 1 2" - 165#/SYD. HMA SURFACE, TYPE 'B' 9.5 mm ON 2" - 220#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON 3" - 330#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON 6" - COMPACTED AGGREGATE #53 ON 2.0%2.0% A B C D A B C D PEDESTRIAN FENCE ON HEADWALL (TYP) 3" LIMESTONE CAP 24" STEEL BACKED TIMBER GUARDRAIL 48' LONG PRECAST REINFORCED CONCRETE ARCH BRIDGE SCALE: 1"=10' HOR. 1"=1' VERT.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.SITE DEVELOPMENT PLAND202ADDED PATH BRIDGE PLAN & PROFILE TITLES07/16/21ADGGRAPHIC SCALE ( IN FEET ) 1" = 30 FT 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D200 - Site Development Plan.dwg - D202Modified / By:September 2, 2021 8:40:02 AM / RMorrisPlotted / By:September 2, 2021 8:45:30 AM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM08/17/21REVISED PER TAC COMMENTSRBMEL L I O T C R E E K Approximate Limits of Floodplain per the Williams Creek Hydraulic Analysis performed by Christopher B. Burke Engineering, Ltd. Project No. 07-760 Approximate Limits of Floodway (Zone AE) scaled from FIRM Panel No. 18057C0208G Dated November 19, 2014 WILLI A M S C R E E K Sewer Easement per Instr. No. 200000007914 in favor of Clay Township Regional Waste Destrict25'30 ' Non-Exclusive Sanitary Sewer Easement in favor of TriCo Regional Sewer District Instr. No. 2018033773 WILLIAMS CREEKMATCH EXIST. 8' WIDE ASPHALT PATH MATCH EXIST. 8' WIDE ASPHALT PATH EXIST. 8' WIDE ASPHALT PATH MATCH EXIST. 8' WIDE ASPHALT PATH PEDESTRIAN BRIDGE (SEE DETAILS AND SPECIFICATIONS, SHEET C803) 5: 1 5:1 5.00%5.00% 5.00 % 5.00% FLOWLINE, ELLIOT CREEK EL.=836.54 DECK EL.=843.65 LOW BEAM EL.=842.40 MATCH EX. EL.=840.91 MATCH EX. EL.=841.803:15:13:13:1 Approximate Limits of Floodway (Zone AE) scaled from FIRM Panel No. 18057C0208G Dated November 19, 2014 PEDESTRIAN BRIDGE (SEE DETAILS AND SPECIFICATIONS, SHEETS C804 - C805) ABUTMENT, TOP EL.=845.53 ABUTMENT, TOP EL.=845.53 PROFILE VIEW (DOWNSTREAM) PROFILE VIEW (UPSTREAM) ABUTMENT, DECK EL.=844.01 ABUTMENT, DECK EL.=844.01 FLOWLINE, WILLIAMS CREEK EL.=838.20 3.00% 3.00% MATCH EX. EL.=841.60 MATCH EX. EL.=844.01 PROFILE VIEW (DOWNSTREAM) ROAD CROWN EL.=853.90 EX. FLOWLINE, ALMOND DITCH EL.=841.26 ROAD CROWN EL.=853.90 HEADWALL EL.=853.90 ARCH, CROWN EL.=850.90 ARCH, BOTTOM EL.=838.88 FOOTER, TOP EL.=839.05 12.0' RISE48.0' LENGTH ARCH, TOP EL.=851.90 HEADWALL EL.=853.90 ARCH, TOP EL.=851.90 ARCH, CROWN EL.=850.90 ARCH, BOTTOM EL.=838.88 FOOTER, TOP EL.=839.06 12.0' RISE9.0'APPROX. NORMAL HIGH WATER EL.=841.90 32.0' SPAN APPROX. LIMITS OF ALMOND DITCH FLOODPLAIN EXIST. GRADE ALONG ALMOND DITCH FLOWLINE EL: 841.35 EXIST. GRADE EXIST. GRADE EXIST. GRADE NOTES THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 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 WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. STORM WATER CONTROLS SHOWN ON THE SWPPP SHOULD BE INSTALLED AS SOON AS PRACTICAL. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC. THE CONTRACTOR IS TO AVOID CLEARING TREES IN CONSTRUCTING THE PATHS / CROSSINGS WITHIN THE FLOODWAY.MIN. 8.0' CLEARANCEGRADED SHELF APPROX. EL.=842.40 PROPOSED FLOWLINE, ALMOND DITCH EL.=841.05 0.5'PROPOSED GRADE ALONG ALMOND DITCH FLOWLINE EL: 840.75 TYPICAL SCOUR PROTECTION DETAIL (SECTION) (NOT-TO-SCALE) NOTE: SEE SCOUR PROTECTION DETAIL, THIS SHEET. APPROX. NORMAL HIGH WATER EL.=838.00 2' WIDTH FROM PROPOSED ABUTMENT, COMPACTED #53 STONE TO 6" DEPTH 2' 2' SHELF (3:1 MAX. SLOPE) 2' WIDTH FROM PROPOSED ABUTMENT, COMPACTED #53 STONE TO 6" DEPTH APPROX. NORMAL HIGH WATER EL.=839.50 2' WIDTH FROM PROPOSED ABUTMENT, COMPACTED #53 STONE TO 6" DEPTH 2' WIDTH FROM PROPOSED ABUTMENT, COMPACTED #53 STONE TO 6" DEPTH 3:1 SECTION VIEW GUARD RAIL (SEE DETAILS SHEET. C802) GUARD RAIL (SEE DETAILS SHEET. C802) SEE DETAILS E 723-CCSP-03/04 ON SHEET C802 FOR TYPICAL DIMENSIONS AND NOTES. TYPICAL STREET SECTION DETAIL AT BRIDGE (NOT-TO-SCALE) GUARD RAIL PROPOSED GUARDRAIL END TREATMENT IS NOT FLARED PROPOSED GUARDRAIL END TREATMENT IS NOT FLARED HEADWALL SIDEWALK C/L ROADWAY MENDENHALL DRIVE ALMOND D ITCH ALMOND DITCH PLAN VIEW (UPSTREAM) PLAN VIEW (DOWNSTREAM) C.A.#38 17 C.A. #13 113 C.A.#25 C.A. #26 C.A. #P3 C.A. #P4 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213214215 216 217 218 219 220 221 222 223 225 224 226227 228 229 230231232233 234 235 236 237 238 239 C.A.#4 36 C.A. #28 C.A. #27 C.A. #29 308 315 BLOCK 'N' 305 306307310309311 312 313 314 316 C.A. #37 BLOCK 'X' 317318319320321 322 328 329 330 331 332 333 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S D D DDP.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. W SS 35'43'12'35' 27'62' 43'2'31'2'12'47' 20'27'T.P. P.W.P. P.W.P. C.O.C.O.C.O.S EX. 8' P A T H MENDENHALL DRIVE NORTHDALE BLVD. H O B B Y H O R S E D R I V E HOBBYHORSEDRIVEELLIOT CREEK D R I V E F R E N ZE L P ARKWAYSTA. 909BFE 848.15STA. 726BFE 847.47STA. 692 BFE 847.0 8 STA. 583.7464BFE 846.71STA. 421.5597BFE 846.07STA. 508 BFE 846.28 STA. 3 3 7 BFE 84 6. 0 1 STA. 0.143BFE 846.71STA. 0. 0 8 4 BFE 84 5. 3 3 STA. 0. 0 3 8 BFE 843. 5 7 STA. 0.013 BFE 842.56 STA. 0.007 BFE 842.12 STA. 147. 0 0 9 2 BFE 846 . 0 1 STA. 79.2 9 7 4 8 BFE 845. 0 1 STA. 32 BFE 842.7 9 STA. 4.111BFE 844.50ST A . 3 . 9 7 7 BF E 8 4 3 . 4 8 STA. 3 . 8 7 1 BFE 8 4 2 . 4 7 STA. 3.785 BFE 841.91 STA. 3.729 BFE 841.49 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.SITE ACCESS - STORM WATER POLL. PREV. PLAND300 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D300 - Erosion Control.dwg - D300Modified / By:August 18, 2021 1:22:32 PM / RMorrisPlotted / By:August 18, 2021 1:50:24 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMTHIS SHEET TO BE USED FOR EROSION CONTROL ONLY. PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: DOUG WAGNER PHONE: (317) 770-7011 NOTES ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY. THE CONTRACTOR IS TO AVOID CLEARING TREES IN CONSTRUCTING THE PATHS / CROSSINGS WITHIN THE FLOODWAY. NO STREAM CROSSINGS ARE ALLOWED. GRAPHIC SCALE ( IN FEET ) 1" = 80 FT EXISTING CONSTRUCTION ACCESS DRIVE EXISTING CONSTRUCTION ACCESS DRIVE NO STREAM CROSSING IS ALLOWED. NO STREAM CROSSING IS ALLOWED. NO STREAM CROSSING IS ALLOWED. EXISTING LIFT STATION ACCESS DRIVE LCSPRING MILL ROADBENCHMARK NOTE TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" BENCHMARK DATA TBM #1 A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING MILL ROAD. ELEVATION: 855.05' (NGVD 1929) TBM #2 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B, SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET. ELEVATION: 859.30' (NGVD 1929) TBM #3 A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE OVER WILLIAMS CREEK. ELEVATION: 841.65' (NGVD 1929) TBM #4 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER ROAD. ELEVATION: 867.10' (NGVD 1929) TBM #5 A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS SUBDIVISION AT THE INTERSECTION OF CLAY SPRING DRIVE AND CLAY CENTER ROAD. ELEVATION: 873.07' (NGVD 1929) TBM #6 A CUT SQUARE IN THE CONCRETE WALK IN THE WEST SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF ENTRANCE TO CLARIDGE FARMS SUBDIVISION. ELEVATION: 873.39' (NGVD 1929) TBM #7 THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST DRIVE TO 660 SUFFOLK LANE. ELEVATION: 869.27' (NGVD 1929) TBM #8 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT 12433 SPRING MILL ROAD. ELEVATION: 856.00' (NGVD 1929) TBM #9 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AND 90 FEET ± SOUTH OF THE INTERSECTION OF MALLARD COURT AND SPRING MILL ROAD. ELEVATION: 860.92' (NGVD 1929) REFERENCE BENCHMARK HAM G-52 A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4 MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. ELEVATION: 844.04' (NGVD 1929) LEGEND EXISTING CONSTRUCTION ACCESS APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 100-Yr. BASE FLOOD ELEVATION(S) ALONG WILLIAMS CREEK, ALMOND DITCH, AND ELLIOT CREEK PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 STA. 100.0000 BFE 850.00 ELLIOT CREEKWILLI A M S C R E E K WILLIAMS CREEKALMOND DITCH C.A.#38 17 C.A. #13 113 C.A.#25 C.A. #26 C.A. #P3 C.A. #P4 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213214215 216 217 218 219 220 221 222 223 225 224 226227 228 229 230231232233 234 235 236 237 238 239 C.A.#4 36 C.A. #27 C.A. #29 308 315 BLOCK 'N' 305 306307310309311 312 313 314 316 S S S S S S S S S S S S S S S S S S S S S S S S S S D D DDP.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. P.W.P. W SS 35'43'12'35' 27'62' 43'2'31'2'12'47' 20'27'T.P. P.W.P. P.W.P. C.O.C.O.C.O.S EX. 8' P A T H 30' B - B50' D.U. & S.S.E.& I . E . E . & P . A . E . SF SF SF SF SF SFSFSFSF SFSFSFSF SF SF SFSF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SFSFSF SF SF SF SF SFSFSFSF SF SF SFSFSF SF SF SF SF SFSFSFSF SF SF SF SF SFSFSFSFEAST SIDE 20' WIDE STONE ACCESS DRIVE WEST SIDE 20' WIDE STONE ACCESS DRIVE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.TEMPORARY STORM WATER POLLUTION PREV. PLAND302 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D302 - Erosion Control.dwg - D302Modified / By:August 18, 2021 1:23:41 PM / RMorrisPlotted / By:August 18, 2021 1:50:44 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMTHIS SHEET TO BE USED FOR EROSION CONTROL ONLY. PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: DOUG WAGNER PHONE: (317) 770-7011 NOTES ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY. THE CONTRACTOR IS TO AVOID CLEARING TREES IN CONSTRUCTING THE PATHS / CROSSINGS WITHIN THE FLOODWAY. GRAPHIC SCALE ( IN FEET ) 1" = 80 FT BENCHMARK NOTE TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" BENCHMARK DATA TBM #1 A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING MILL ROAD. ELEVATION: 855.05' (NGVD 1929) TBM #2 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B, SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET. ELEVATION: 859.30' (NGVD 1929) TBM #3 A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE OVER WILLIAMS CREEK. ELEVATION: 841.65' (NGVD 1929) TBM #4 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER ROAD. ELEVATION: 867.10' (NGVD 1929) TBM #5 A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS SUBDIVISION AT THE INTERSECTION OF CLAY SPRING DRIVE AND CLAY CENTER ROAD. ELEVATION: 873.07' (NGVD 1929) TBM #6 A CUT SQUARE IN THE CONCRETE WALK IN THE WEST SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF ENTRANCE TO CLARIDGE FARMS SUBDIVISION. ELEVATION: 873.39' (NGVD 1929) TBM #7 THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST DRIVE TO 660 SUFFOLK LANE. ELEVATION: 869.27' (NGVD 1929) TBM #8 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT 12433 SPRING MILL ROAD. ELEVATION: 856.00' (NGVD 1929) TBM #9 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AND 90 FEET ± SOUTH OF THE INTERSECTION OF MALLARD COURT AND SPRING MILL ROAD. ELEVATION: 860.92' (NGVD 1929) REFERENCE BENCHMARK HAM G-52 A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4 MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. ELEVATION: 844.04' (NGVD 1929) LEGEND DENOTES SILT FENCE (SEE SHEETS C304 - C305) TEMPORARY BELOW GRADE "DROP INLET PROTECTION BASKET" APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 100-Yr. BASE FLOOD ELEVATION(S) ALONG WILLIAMS CREEK, ALMOND DITCH, AND ELLIOT CREEK PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 STA. 100.0000 BFE 850.00 CONSTRUCTION ACCESS ACCESS ON THE EAST SIDE OF ALMOND DITCH WILL BE FROM THE EXISTING TEMPORARY CUL-DE-SAC NOW IN PLACE. ACCESS ON THE WEST SIDE OF ALMOND DITCH WILL BE VIA THE EXISTING DRIVEWAY CROSSING TO THE SOUTH OF THE BRIDGE LOCATION. C.A.#38 17 C.A. #13 112 113 C.A. #26 199 200 201 202 203 204 205 206 214 215 216 217 218 219 220 221 230 231232233 234 235 236 237 238 239 C.A.#4 308 315 310 309311 312 313 314 S S S S S S S S S S S S S S S S S S S S D DP.W.P. P.W.P. P.W.P. P.W.P. W SS 35'43'12'35'27'62' 43'2'31'2'12'47' 20'27'T.P. P.W.P. P.W.P. C.O.C.O.C.O.S EX. 8' P A T H SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SFSFSFSFSF SF SF SF SF SF SFSF SF SF SF SFSFSFSFSF SF S F SF SF SFSF SF SF SF SF SF SFSFSF SFSFSFSFSFSFSF SF SF SF SFSFSF SF SFSFSFSFSF SF SFSFSFSFSFSFDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.PERMANENT STORM WATER POLLUTION PREV. PLAND303 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D303 - Erosion Control.dwg - D303Modified / By:August 18, 2021 1:24:49 PM / RMorrisPlotted / By:August 18, 2021 1:51:05 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMTHIS SHEET TO BE USED FOR EROSION CONTROL ONLY. PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: DOUG WAGNER PHONE: (317) 770-7011 NOTES ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY. THE CONTRACTOR IS TO AVOID CLEARING TREES IN CONSTRUCTING THE PATHS / CROSSINGS WITHIN THE FLOODWAY. GRAPHIC SCALE ( IN FEET ) 1" = 60 FT BENCHMARK NOTE TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" BENCHMARK DATA TBM #1 A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING MILL ROAD. ELEVATION: 855.05' (NGVD 1929) TBM #2 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B, SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET. ELEVATION: 859.30' (NGVD 1929) TBM #3 A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE OVER WILLIAMS CREEK. ELEVATION: 841.65' (NGVD 1929) TBM #4 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER ROAD. ELEVATION: 867.10' (NGVD 1929) TBM #5 A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS SUBDIVISION AT THE INTERSECTION OF CLAY SPRING DRIVE AND CLAY CENTER ROAD. ELEVATION: 873.07' (NGVD 1929) TBM #6 A CUT SQUARE IN THE CONCRETE WALK IN THE WEST SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF ENTRANCE TO CLARIDGE FARMS SUBDIVISION. ELEVATION: 873.39' (NGVD 1929) TBM #7 THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST DRIVE TO 660 SUFFOLK LANE. ELEVATION: 869.27' (NGVD 1929) TBM #8 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT 12433 SPRING MILL ROAD. ELEVATION: 856.00' (NGVD 1929) TBM #9 A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AND 90 FEET ± SOUTH OF THE INTERSECTION OF MALLARD COURT AND SPRING MILL ROAD. ELEVATION: 860.92' (NGVD 1929) REFERENCE BENCHMARK HAM G-52 A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4 MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. ELEVATION: 844.04' (NGVD 1929) DENOTES SILT FENCE (SEE SHEETS C304 - C305) APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 100-Yr. BASE FLOOD ELEVATION(S) ALONG WILLIAMS CREEK, ALMOND DITCH, AND ELLIOT CREEK PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT No. 07-760 STA. 100.0000 BFE 850.00 LEGEND DENOTES PERMANENT SEEDING & MULCH AREAS (SEE SHEET C304) SEE PLANTING SCHEDULE (THIS SHEET) FOR SEEDING RATES AND MIXTURES DENOTES SEEDING w/ FIBER BLANKET #SC150 BN BY NORTH AMERICAN GREEN (SEE SHEET C304) SEE PLANTING SCHEDULE (THIS SHEET) FOR SEEDING RATES AND MIXTURES PLANTING SCHEDULE UPLAND WOODLAND MIX TYPE OF SEED - GRASSES LATIN NAME COMMON NAME Oz / Acre Carex cephalophora Short-Headed Bracted Sedge 1 Carex gracillima Graceful Wood Sedge 1 Carex sparganioides Canada Wild Rye 1 Diarrhena americana American Beak Grass 8 Elymus riparius Riverbank Wild Rye 3 Elymus villosus Hairy Wild Rye 2 Elymus virginicus Virginia Wild Rye 64 Hystrix patula Bottlebrush Grass 16 GRASSES - Oz per Acre 96 TYPE OF SEED - FORBS LATIN NAME COMMON NAME Oz / Acre Aquilegia canadensis Wild Columbine 1 Aster cordifolius Heart-Leaved Blue Wood Aster 2 Aster lateriflorus Side-Flowering Aster 1 Aster shortii Short's Aster 2 Eupatorium purpureum Sweet Joe-Pye Weed 2 Eupatorium rugosum White Snakeroot 2 Heliopsis helianthoides False Sunflower 3 Penstemon calycosus Smooth Penstemon 2 Solidago caesia Blue-Stemmed Goldenrod 1 FORBS - Oz per Acre 16 TOTAL - Oz per Acre 112 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM WATER POLLUTION PREV. PLAN SPECS.D304 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D304 - Erosion Control.dwg - D304Modified / By:August 18, 2021 1:25:31 PM / RMorrisPlotted / By:August 18, 2021 1:51:18 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM WATER POLLUTION PREV. PLAN SPECS.D305 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D304 - Erosion Control.dwg - D305Modified / By:August 18, 2021 1:25:31 PM / RMorrisPlotted / By:August 18, 2021 1:51:21 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMREAR CURB GUARD FLAP WITH MAGNETIC TIE-DOWNS STANDARD 2" OVERFLOW AREA LIFT HANDLES 11 GAUGE STEEL SUSPENSION SYSTEM STAINLESS STEEL CLAMPING BAND 2-PLY REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC TYPICAL CURB BOX INLET FILTER TYPICAL FLAT / RECTANGULAR / ROLLED CURB INLET FILTER TYPICAL ROUND INLET FILTER TYPICAL INSTALLATION INSTALLATION 1.REMOVE GRATE. 2.DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE. 3.REPLACE GRATE. IPP FLeXstorm INLET FILTER SPECIFICATIONS MATERIAL PROPERTY TEST METHOD VALUE (min ave) INNER FILTER BAG SPECS (2 ft³ min vol)NON-WOVEN WOVEN MONO GRAB TANSILE ASTM D 4632 100 lbs.200 lbs. PUNCTURE STRENGTH ASTM D 4833 65 lbs.90 lbs. TRAPEZOIDAL TEAR ASTM D 4533 45 lbs.75 lbs. UV RESISTANCE ASTM D 4355 70% at 500 hrs 90% APP OPEN SIZE (AOS)ASTM D 4751 70 sieve (0.212mm)40 seive (0.425mm) PERMITTIVITY ASTM D 4491 2.0 / sec.2.1 / sec. WATER FLOW RATE ASTM D 4491 145 gpm / sqft 145 gpm / sqft POLYESTER OUTER REINFORCEMENT BAG SPECIFICATIONS WEIGHT ASTM D 3776 4.55 oz / sqyd ± 15% THICKNESS ASTM D 1777 0.040 ± 0.005 FRAME CONSTRUCTION A36 STRUCTURAL STEEL; 11 GAUGE; ZINC PLATED ASTM A 576 TENSILE STRENGTH > 58,000 psi; YIELD STRENGTH > 36,000 psi CURB INLET SEDIMENT CONTROL DEVICE OR ACCEPTABLE DEVICE BY CITY OF CARMEL WITH IN PUBLIC RIGHT OF WAY NOT-TO-SCALE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.CONSTRUCTION DETAILSD800 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D800 - Construction Details.dwg - D800Modified / By:August 18, 2021 1:26:31 PM / RMorrisPlotted / By:August 18, 2021 1:47:05 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.CONSTRUCTION DETAILSD801 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D800 - Construction Details.dwg - D801Modified / By:August 18, 2021 1:26:31 PM / RMorrisPlotted / By:August 18, 2021 1:47:09 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.CONSTRUCTION DETAILSD802 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D800 - Construction Details.dwg - D802Modified / By:August 18, 2021 1:26:31 PM / RMorrisPlotted / By:August 18, 2021 1:47:12 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMPROPOSED GUARDRAIL END TREATMENT IS NOT FLARED PREL I M I N A R Y NOT F O R C O N S T R U C T I O N PREL I M I N A R Y NOT F O R C O N S T R U C T I O N PREL I M I N A R Y NOT F O R C O N S T R U C T I O N DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.CONSTRUCTION DETAILSD803 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D800 - Construction Details.dwg - D803Modified / By:August 18, 2021 1:26:31 PM / RMorrisPlotted / By:August 18, 2021 1:47:20 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM PREL I M I N A R Y NOT F O R C O N S T R U C T I O N PREL I M I N A R Y NOT F O R C O N S T R U C T I O N PREL I M I N A R Y NOT F O R C O N S T R U C T I O N PREL I M I N A R Y NOT F O R C O N S T R U C T I O N DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.CONSTRUCTION DETAILSD804 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D800 - Construction Details.dwg - D804Modified / By:August 18, 2021 1:26:31 PM / RMorrisPlotted / By:August 18, 2021 1:47:21 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM PREL I M I N A R Y NOT F O R C O N S T R U C T I O N PREL I M I N A R Y NOT F O R C O N S T R U C T I O N PREL I M I N A R Y NOT F O R C O N S T R U C T I O N PREL I M I N A R Y NOT F O R C O N S T R U C T I O N DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.CONSTRUCTION DETAILSD805 60160REP-S8 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D800 - Construction Details.dwg - D805Modified / By:August 18, 2021 1:26:31 PM / RMorrisPlotted / By:August 18, 2021 1:47:24 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSM STA. 726BFE 847.38STA. 692BFE 846.98STA. 583.7464BFE 846.78STA. 42 1. 5 5 9 7 BFE 846. 0 5 STA. 508 BFE 846.38 STA. 3 3 7 BFE 84 6. 0 1 STA. 0. 0 9 0 BFE 84 5. 4 2 STA. 0. 0 3 6 BFE 84 2. 9 1 STA. 14 7. 0 0 9 2 BFE 846. 0 1 STA. 79. 2 9 7 4 8 BFE 842. 9 8 STA. 32 BFE 842. 7 9 ST A . 3 . 9 7 7 BF E 8 4 3 . 4 8 STA. 3.871BFE 8 4 2 . 4 7 STA. 0. 0 3 6 BFE 84 2. 9 1 STA. 0.009BFE 842.91STA. 0.007BFE 842.16DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.LOCATION PLANC805REVISE CUT AREAS PER COMMENTS01/06/21RBM01/26/21REVISE CUT AREASRBMGRAPHIC SCALE ( IN FEET ) 1" = 50 FT 60160REP-S8 RBM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20JACKSON'S GRANT ON WILLIAMS CREEKSECTION 8FLOOD MAP NOT-TO-SCALE Panel 18057C0206G / 208G Effective November 19, 2014 18057C0206G eff. 11/19/2014 18057C0208G eff. 11/19/2014 SITE LEGEND APPROXIMATE LIMITS OF ZONE "A" FLOOD HAZARD AREA, AS SCALED FROM FEMA FLOOD INSURANCE RATE MAP MAP No.: 18057CO206G / 208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURCKE ENGINEERING, Ltd. PROJECT No. 07-760 APPROXIMATE LIMITS OF FLOODWAY FRINGE, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURCKE ENGINEERING, Ltd. PROJECT No. 07-760 BASE FLOOD ELEVATION FWF(FIRM) XS #0 BFE=800.0 FW FWF FILL AREA #1 FILL AREA #2 FILL AREA #3 CUT AREA #1 CUT AREA #3 CUT AREA #2 5' SIDEW AL K5' SIDEWALK5' SIDEWALK > o o o > o o o > o o o > o o o > o o o > o o o 30' B-B50' D.U. & S. S. E. & I.E.E. & P. A. E. W W W W W W W W WWW WWWWWWWWW WW W WWWWWWWWWWWWWEXMOOR DRIVE MEN D E N H A LL D RI VE E XM O O R D R I V E EXMOOR DRIVEEXMOOR DRIVE30' B-B50' D.U. & S.S.E.& I.E.E. & P.A.E.30' B-B50 ' D . U . & S . S . E . & I . E . E . & P . A . E . 30' B-B 50' D.U. & S.S.E. & I.E.E. & P.A.E. 60 '55'55'60'55'60'55'60'55'60' 55'60'55'60'55'70'75'60'75'60'90'60'90'55'55'90'90'60'80'65'80'55'80'65 ' 55'85'55'65'55'65'55'55'80'55'5' SIDEW AL K 10' B. L . 10' B.L. 10' B.L. 10' B.L.10' B.L.10' B.L.10' B.L.1 0 ' B . L . 10 ' B . L . 1 0 ' B . L . 10' B. L.10' B.L.10' B.L.15' D&U.E15' D&U.E2 0 ' B . L . 2 0 ' D . U . & S . S . E . 20 ' B . L . 2 0 ' D . U .& S . S . E . 1 0 ' D . U .& S . S . E . 1 0 ' D .U .& S . S . E . 10' D&U.E.10' D&U.E.10' D&U.E.10' D&U.E. 1 0 ' D & U . E . 10 ' D& U . E .10' D&U.E.10' D&U.E.5' S I D E W A L K 5' S I D E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEW ALK 5' SIDEW ALK 5' SIDEWALKVA R . D . U . & S . S . E . VAR. D.U.&S.S.E. VAR. D.U. &S.S.E. VAR. B.M.P.E. & R.D.E. & U.E. (PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P R I V A T E )VAR. T.P.E.&L.B.&R.D.E.40 L.F. 24" R.C.P. @ 0.42%62 L.F. 24" R.C.P. @ 0.30% 70 L . F . 1 5 " R . C . P . @ 0 . 3 0 % 30 L.F. 15" R.C.P. @ 0.30% 40 L.F. 21" R.C.P. @ 0.30%103 L.F. 21" R.C.P. @ 0.30%13 L.F. 18" R.C.P. @ 0.52% 30 L.F. 12" R.C.P. @ 0.30% 21 L.F. 12" R.C.P. @ 0.82%160 L.F. 18" R.C.P. @ 0.37 % 30 L.F. 18" R.C.P. @ 0.30%135 L.F. 15" R.C.P. @ 0.30%15 L.F. 15" R.C.P. @ 0.30% 30 L.F. 15" R.C.P. @ 0.30% 30 L.F. 12" R.C.P. @ 0.30% 15 L.F. 15" R.C.P. @ 0.30% 51 L.F. 15" R.C.P. @ 0.30%161 L .F . 1 2 " R .C .P . @ 0 .31%112 L.F. 21" R.C.P. @ 0.18%75 L.F. 12" R.C.P. @ 0.30%100' WIDE TREEPRESERVATIONEASEMENT10' D&U.E.10' B.L.30' T.P.E.& L.B.&R.D.E.30' T.P.E.& L.B.&R.D.E.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E VAR.B.M.P.E. & R.D.E.& U.E & L.M.A.E. VAR. D.U.&S.S.E. & B.M.P.E. C.A.#8-2 108,267 sq. ft. VAR.B.M.P.E.& R.D.E. & U.E. (P R I V A T E A L L E Y ) C.A.#8-2 108,267 sq. ft. VAR.B.M.P.E.& R.D.E. & U.E.100' WIDE TREEPRESERVATIONEASEMENT83 L.F. 18" R.C.P. @ 0.10% 62 L . F . 1 8 " R . C . P . @ 1 . 3 7 % 42 L . F . 6 " H D P E @ 2 . 3 8 % 41 L.F. 6" HDPE @ 1.00% 42 L.F. 6" HDPE @ 1.67% 58 L.F. 6" HDPE @ 3.00% 68 L.F. 18" R.C.P. @ 0.39%WW WW WW C.A .#8 -2108,267 sq . f t .VAR.B.M .P .E .& R .D .E . & U .E . C.A.#8-2 108,267 sq. ft. VAR.B.M.P.E.& R.D.E. & U.E. C.A.#38 C.A. #26 199 200 201 202 218 310311 312 313 S S S S S S S DW SS 842.56842.98843.84844.43843.72843.85843.57843.83844.35844.46844.05844.32844.14T.P.842.81844.51844.46844.20844.20844.26844.08844.36844.52844.40836.69836.77849.27849.36847.27843.96845.88P.W.P.845.96846.19847.49P.W.P.847.48847.18847.44843.25841.52842.06842.60842.47841.50841.35841.70841.59842.52EX. 8' P A T HSTA. 726BFE 847.38STA. 692BFE 846.98STA. 583.7464BFE 846.78STA. 42 1. 5 5 9 7 BFE 846. 0 5 STA. 508 BFE 846.38 STA. 3 3 7 BFE 84 6. 0 1 STA. 0. 0 3 6 BFE 84 2. 9 1 STA. 14 7. 0 0 9 2 BFE 846. 0 1 STA. 79. 2 9 7 4 8 BFE 842. 9 8 STA. 32 BFE 842. 7 9 ST A . 3 . 9 7 7 BF E 8 4 3 . 4 8 STA. 3. 8 7 1 BFE 84 2 . 47 STA. 0. 0 3 6 BFE 84 2. 9 1 STA. 0.009BFE 842.91STA. 0.007BFE 842.16DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.FLOODPLAIN MITIGATION AREASC806ADJUST CUT AREA BASED ON COMMENTS01/06/21RBMADUST CUT AREAS01/26/21RBM60160REP-S8 RBM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20JACKSON'S GRANT ON WILLIAMS CREEKSECTION 8LEGEND APPROXIMATE LIMITS OF ZONE "A" FLOOD HAZARD AREA, AS SCALED FROM FEMA FLOOD INSURANCE RATE MAP MAP No.: 18057CO206G / 208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURCKE ENGINEERING, Ltd. PROJECT No. 07-760 APPROXIMATE LIMITS OF FLOODWAY FRINGE, PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B. BURCKE ENGINEERING, Ltd. PROJECT No. 07-760 BASE FLOOD ELEVATION FWF(FIRM) XS #0 BFE=800.0 GRAPHIC SCALE ( IN FEET ) 1" = 50 FT CUT AREAS #1 1,265.62 cyd #2 730.28 cyd #3 1,551.47 cyd TOTAL 3,547.37 cyd FILL AREAS #1 311.61 cyd #2 134.59 cyd #3 669.59 cyd TOTAL 1,115.79 cyd FW FWF FILL AREA #1 FILL AREA #2 FILL AREA #3 CUT AREA #1 CUT AREA #3 CUT AREA #2