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Home My WebLink AboutD200 - Site Development Plan-D201845.57847.30843.19842.38843.07845.27847.88845.05846.77845.49846.63847.22842.96843.13842.24846.67841.68843.01842.95845.14846.32846.06845.34842.96842.24845.45845.09846.07850.66842.99852.33843.22844.64844.92842.49842.87845.77844.90852.39846.50845.34842.38841.72845.07842.90842.76842.66842.31841.90841.45842.08845.25845.21845.47841.86841.82845.71841.73841.84842.12839.84845.51845.66844.64841.52841.22845.39845.14842.08845.23841.56840.21841.50845.22845.02845.58848.14847.96846.42847.41845.36847.45846.86846.86843.35311 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 8 4 6. 0 1 WWWWWW WW W W W MEN DE N H ALL D RI VE 82.91'55.80'30.77'147.23'N39°31'30"E20.10'34.00'N50°56'47" E 20.10'29.81'39.32' 62.03' 149.78'145.27 '108.04 ' 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°56'47" W 20.10'S39°31'30"W 20.10'C13 C1 C28C3N89°42'34"W 62.03' C21 58.98'S45°14'08"W 292.46'78.62 'C22N00°17'00"E 100.01'WWWW WW W WW W 84585084684784884985185285385485084684784884985185285385084784884985185285385084784884985185285310+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 DE N H ALL 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 8 4 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 3 0 ' B - B 5 0 ' 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:August 18, 2021 1:21:41 PM / RMorrisPlotted / By:August 18, 2021 1:49:01 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMVEHICLE BRIDGE OVER ALMOND DITCH (SEE SHEET C202 FOR CROSSING PROFILE)ALMOND DITCH 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.