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Home My WebLink AboutC001 Title SheetW 121ST STREET W 116TH STREET WEST ROADEXISTING SECTION 6 EXISTING SECTION 4B EXISTING SECTION 2B EXISTING SECTION 1 EXISTING SECTION 3 EXISTING SECTION 4A EAGLE RIDGE LANE MAN NI N G PASS WEST RO A D WEST ROADWA T E R C H A S E CO U R T WINDCHASE COURT WEST ROAD SPARROW HAWKDRIVECOOL SPRIINGS COURT EA G L E C R E S T PL A C E EAGLE VIEW DRIVE AVEDON WAY E A G L E T R E E C O U R T EAGLERUNWAYGOLDEN EAGLE COURT WATER BRIDGE DRIVE CO L D C R E E K C O U R T EXISTING SECTION PRAIRIE EXISTING SECTION 2C EXISTING SECTION 2C STONE LAKE FAL C O N D R I V E DRIVE EXISTING SECTION 5A 159 160 161 162 163 164 165 166 167 179180 181 178 177 176 175 182 183 184 168 169 170 171 172 173 174 185 MmB2 MmC2 MmB2 MmB2 MmC Br Sh Sx MoC3 MoC3MmB2 MmB2 MmB2 MmC2 CrA CrA Br MmB2 MmB2 MmB2Ge Br Br MmC2 MmC2 MoD3 MoC3 MoC3 Br Br CrA MmC2 CrA CrA Br CrA CrA CONSTRUCTION PLANS FOR WATERFRONT OF WEST CLAY SECTION FIVE "B" 4455 W. 121ST STREET, CARMEL, IN 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE A TRENCH SAFETY SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONFIRM THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0205G, DATED NOVEMBER 19, 2014 . 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES NOT CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA , NATIONAL WETLANDS INVENTORY MAP. NO WETLANDS ARE IMPACTED BY THIS DEVELOPMENT. 15) ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITH BACKFILL, BEDDING, AND THRUST BLOCK REQUIREMENTS PER CARMEL UTILITIES DETAIL SHEETS. OPERATING AUTHORITIES CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 317-571-2441 Attn: JEREMY KASHMAN SITE MAP 1"=250' CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, IN 46032 317-571-2600 Attn: CHRIS ELLISON TRI-COUNTY REGIONAL SEWER UTILITY 10701 N. COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280 317-844-9200 Attn: RYAN HARTMAN DRAINAGE: HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 317-776-8495 SPECTRUM 3030 ROOSEVELT AVE. INDIANAPOLIS, IN 46218 317-632-9077 Attn: JASON KIRKMAN DUKE ENERGY - ELECTRIC 16475 SOUTHPORK DRIVE WESTFIELD, IN 46074 317-896-6711 Attn: SHIRLEY HUNTER CARMEL UTILITES - WATER 760 3RD AVENUE S.W. CARMEL, IN 46032 317-571-2443 Attn: JOHN DUFFY VECTREN ENERGY - GAS P.O. BOX 1700 NOBLESVILLE, IN 46061 317-776-5532 Attn: JOANIE CLARK SOILS MAP NO SCALESEE SHEET C202 FOR SOIL DEFINITIONS. BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIALFROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK-SWELL POTENTIAL, AND LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL. MIAMI SILT LOAM, 6-12 PERCENT SLOPES - THIS MODERATELY SLOPING, DEEP, WELL DRAINED SOIL IS ON KNOBS AND BREAKS ALONG STREAMS AND DRAINAGEWAYS ON UPLANDS. PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE SUBSTRATUM. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. SURFACE RUNOFF IS MEDIUM. THIS SOIL IS SUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOILD FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THE SOIL ARE MODERTAE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATELY SLOW PERMEABILITY. THE HAZARD OF EROSION IS SEVERE DURING CONSTRUCTION. THIS SOILS HAS MODERATE LIMITATIONS FOR BUILDING SITES. USING PROPERLY DESIGNED FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDATION DRAIN TILE HELP TO REMOVE EXCESS WATER AND TO PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR LOCAL ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL. ROADS AND STREETS SHOULD BE CONSTRUCTD ON THE CONTOUR OF SLOPES. Miami Clay loam, 6 to 12 percent slopes, severely eroded SHOALS SILT LOAM. - PERMEABILITY IS MODERATE. AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL IS ALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND FLOODING. Br AREA LOCATION MAP NO SCALE PLANS PREPARED BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: DUANE SHARRER, P.E. EMAIL: SHARRERD@WEIHE.NET PLANS PREPARED FOR WATERFRONT HOMES 11731 COLD CREEK COURT ZIONSVILLE, INDIANA 46077 TELEPHONE: (317) 714-2406 CONTACT PERSON: PAUL SHOOPMAN EMAIL: PAUL@SHOOPMANHOMES.COM C001 CrA MmB2 MmC2 MoC3 Know what'sbelow. before you dig.Call R E N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netWATERFRONT OF WEST CLAYSECTION FIVE "B"SHEET INDEX DESCRIPTION WATER MAIN PLANC700 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 STREET PLAN & PROFILE SANITARY SEWER PLAN & PROFILE STORM SEWER PLAN & PROFILE TITLE SHEET C500 C200 C400-C401 C600-C601 C001 STORMWATER POLLUTION PREVENTION PLAN PHASE 2C201 STORMWATER POLLUTION PREVENTION DETAILS & SPECS.C202-C204 TRAFFIC CONTROL/SIGNAGE/SUMP PLANC405 SHEET NO. WATER PLAN DETAILSC701 STREET DETAILS & SPECIFICATIONSC402-C404 SANITARY SEWER DETAILS AND SPECIFICATIONSC501-C502 DEVELOPMENT PLANC300 STORM SEWER DETAILSC602 EXISTING CONDITIONS & DEMOLITION PLANC100 PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE ALONG THE NORTH LINE OF SAID QUARTER NORTH 89 DEGREES 58 MINUTES 25 SECONDS EAST (BEARING BASED UPON DIRECTION OF SAID NORTH LINE FROM LIMITED WARRANTY DEED INSTRUMENT NO. 2012001120) 1367.07 FEET TO A POINT ON THE NORTHERLY EXTENSION OF THE EAST LINE OF WEST ROAD; THENCE SOUTH 00 DEGREES 03 MINUTES 23 SECONDS EAST ON AND ALONG SAID EAST LINE AND ITS NORTHERLY EXTENSION 75.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 03 MINUTES 23 SECONDS EAST ON AND ALONG SAID EAST LINE AND ITS NORTHERLY EXTENSION 17.12 FEET TO THE NORTHWEST CORNER OF THE WATERFRONT OF WEST CLAY, SECTION TWO “C”, RECORDED AS INSTRUMENT NUMBER 2018052834 ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON AND ALONG THE EXTERIOR BOUNDARY OF SAID SANCTUARY AT 116TH STREET SECTION TWO “C” BY THE FOLLOWING SEVEN (7) COURSES: 1) NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 257.67 FEET; THENCE 2) 55 DEGREES 58 MINUTES 50 SECONDS EAST 94.77 FEET; THENCE 3) SOUTH 17 DEGREES 47 MINUTES 42 SECONDS EAST 92.03 FEET; THENCE 4) SOUTH 32 DEGREES 08 MINUTES 48 SECONDS WEST 84.91 FEET; THENCE 5) SOUTH 29 DEGREES 48 MINUTES 56 SECONDS WEST 130.74 FEET; THENCE 6) SOUTH 26 DEGREES 09 MINUTES 51 SECONDS WEST 35.48 FEET; THENCE 7) SOUTH 03 DEGREES 29 MINUTES 58 SECONDS WEST 209.89 FEET TO THE NORTHWEST CORNER OF THE WATERFRONT OF WEST CLAY, SECTION FIVE “A”, RECORDED AS INSTRUMENT NUMBER 2019056721 ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON AND ALONG THE EXTERIOR BOUNDARY OF SAID WATERFRONT OF WEST CLAY SECTION FIVE “A” BY THE FOLLOWING THREE (3) COURSES: 1) THENCE SOUTH 86 DEGREES 30 MINUTES 02 SECONDS EAST 702.59 FEET; THENCE SOUTH 45 DEGREES 00 MINUTES 00 SECONDS EAST 400.84 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 45 SECONDS EAST 200.01 FEET; TO A POINT ON THE WEST LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 30 MINUTES 15 SECONDS EAST ON AND ALONG SAID WEST LINE 938.22 FEET; THENCE SOUTH 89 DEGREES 58 MINUTES 25 SECONDS WEST 1298.74 FEET; THENCE SOUTH 86 DEGREES 09 MINUTES 34 SECONDS WEST 75.16 FEET THENCE SOUTH 89 DEGREES 58 MINUTES 25 SECONDS WEST 25.00 FEET; THENCE SOUTH 44 DEGREES 57 MINUTES 31 SECONDS WEST 28.28 FEET TO THE POINT OF BEGINNING, CONTAINING 19.19 ACRES, MORE OR LESS. DISTURBED ACREAGE = 14.60 ± AC. TOTAL ACREAGE: 19.19 AC DISTURBED AREA: 14.54 AC NUMBER OF LOTS: 27 DENSITY: 1.41 LOTS/AC STREET LENGTH: STONE LAKE DRIVE: 1,632.89 LF (0.309 MILES) TOTAL LENGTH: 1,632.89 LF (0.309 MILES) DESIGN SPEED: 25 MPH STORMWATER MANAGEMENT PLANC301 UTILITY PLANC302 Sh FINISH CONTOUR PLANC303 11/16/20