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Home My WebLink AboutC001-COVER-CARMEL-PAGE 1S: \55960PUL -S1 \ DWG \C001 - COVER- CARMEL.dwg, 9/4/20122:26:04 PM, KGilso VICINITY MAP NOT TO SCALE VILLAGE OF WEST CLAY, SECTION 10010 -C Developed by: PULTE HOMES OF INDIANA, LLC. 11590 NORTH MERIDIAN STREET, SUITE 530 CARMEL, INDIANA 46032 PHONE: (317) 575 -2350 CONTACT PERSON: MATT LOHMEYER FEMA MAP NOT TO SCALE INDEX SHT. 0 w msr sr \ C100 -C102 TOPOGRAPHICAL SURVEY /TREE CONSERVATION PLAN C200 -C203 ,vPNo MATE SCALE 000® nn SITE DEVELOPMENT PLAN /EMERGENCY FLOOD ROUTE PLAN /UTILITY PLAN w Hera -r H�.� y. ll, sr D C400-C403 i C ax C500 -0502 SANITARY SEWER PLAN AND PROFILES kUWMt RON INPJU IIBiW STORM SEWER PLAN AND PROFILES /SUMP PLAN FIRM HOOD INSURANCE RAH NAP HAMILTON COUNTY, INDIANA .WD INCMPoMT® AREAS NEL MI Of 211 ---,a w. �..� "or PHI°G marm SAM a. um _- City, of Carmel (6matemtorial lunediaion) 180081 wsax 1-- i CONSTRUCTION DETAILS AND SPECIFICATIONS SANITARY SEWER STORM SEWER N' t - - -st- I- NUM 111M205, P-dvnl MANY 18, 1013 Met a , 1 M9 litle Et Fe p..„, .,....,. Mr TM.--- mt."a.... the , . ... m.,. .,S FEMA MAP NOT TO SCALE INDEX SHT. DESCRIPTION C001 TITLE SHEET C100 -C102 TOPOGRAPHICAL SURVEY /TREE CONSERVATION PLAN C200 -C203 SITE DEVELOPMENT PLAN /EMERGENCY FLOOD ROUTE PLAN /UTILITY PLAN C300 -C305 EROSION CONTROL PLAN /SWPP DETAILS AND SPECIFICATIONS C400-C403 STREET PLAN AND PROFILES /INTERSECTION DETAILS C500 -0502 SANITARY SEWER PLAN AND PROFILES C600 -C603 STORM SEWER PLAN AND PROFILES /SUMP PLAN C700 WATER PLAN C800 -C805 CONSTRUCTION DETAILS AND SPECIFICATIONS SANITARY SEWER STORM SEWER STREET ADA RAMP REVISIONS SHT. DESCRIPTIONS ALL REVISED PER TAC COMMENTS 8/29/12 DCM ce H OPERATOR ON N.O.I. LETTER: PULTE HOMES OF INDIANA, LLC. 11590 NORTH MERIDIAN STREET, SUITE 530 CARMEL, INDIANA 46032 PHONE: (317) 575 -2350 CONTACT PERSON: MATT LOHMEVER GRAPHIC SCALE SCALE. 1" =150' CONSTRUCTION LIMITS OWNER: WENDY M. FORTUNE 13025 EAST 300 SOUTH ZIONSVILLE, INDIANA 46077 PHONE: (317) 506 -5422 EMAIL: tneal @kdlegal.com APPROVAL PENDING: Not For Construction 53 5 54 55 6 TEABERRY L ` E 16 17 18 19 SECTION #1 20 21 22 23 24 25 26 MOONSEED DRIVE 52 51 50 14 13 2 11 10 S TION #2 C.A. #4 49 48 47 46 SECTION 1 45 43 42 z 1 2 3 cr 4 5 6 UTILITY CONTACTS: Clay Township Regional Waste District 10701 College Avenue Indianapolis, Indiana 46280 Carmel Water Utilities 3450 West 131st Street Westfield, IN 46074 AT &T 5858 North College Avcnuc Indianapolis, Indiana 46220 Brighthouse Networks 3030 Roosevelt Avenue Indianapolis, Indiana 46218 Duke Energy 16475 Southpark Drive Westfield, Indiana 46074 Indianapolis Power & Light Company 3600 North Arlington Avcnuc Indianapolis, Indiana 46218 Vcctren Energy 16000 Allisonvillc Road Noblesville, Indiana 46060 SOILS MAP NOT TO SCALE Map Unit: Bs - Brookston silt clay loam, 0 to 2 percent slopes Brookston silty clay loam (0 to 2 percent slopes) (Bs). - -Some of this soil is in large tracts within which are irregularly shaped islandlike areas of lighter colored soils, and some of it is in drainageways and small depressions surrounded by lighter colored soils. This soil has the profile described as representative of the series. The content of organic matter is high in this soil. Wetness is the main limitation that affects use and management. If this Brookston soil is adequately drained, it is suited to all crops commonly grown in the county. Under proper management it can be used intensively for row crops. Its limitations for uses associated with residential development are severe. Capability unit 11 w -1: tree and shrub suitability group 1. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes 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. C.A. #3 FEATHERhBOULEVARD 40 1 39 38 37 36 35 34 SECTION #2 33 32 31 30 29 28 27 26 C.A #2 yr H tri m H Part of the Southeast Quarter of Section 29, Township 18 North, Range 3 East in Clay Township, Hamilton County, In iana, described as follows: Commencing at the Southeast Quarter of said Quarter Section; thence North 89 degrees 14 minutes 56 seconds East along the South line of said Quarter Section a distance of 1,978.65 feet; thence North 00 degrees 22 minutes 21 seconds West 434.13 feet to the POINT OF BEGINNING of this description; thence continuing North 00 degrees 22 minutes 21 seconds West 1,007.55 feet; thence North 88 degrees 53 minutes 43 seconds East 153.46 feet; thence South 86 degrees 42 minutes 36 seconds East 64.56 feet; thence North 89 degrees 47 minutes 20 seconds East 282.50 feet; thence South 00 degrees 12 minutes 40 seconds East 110.00 feet to the point of curvature ofa curve concave northeasterly, the radius point of said curve being North 89 degrees 47 minutes 20 seconds East 25.00 feet from said point; thence southeasterly along said curve 3927 feet to the point of tangency of said curve, said point being South 00 degrees 12 minutes 40 seconds East 25.00 feet from the radius point of said curve; thence North 89 degrees 47 minutes 20 seconds East 20.58 feet to the point of curvature ofa curve concave southerly, the mdius point of said curve being South 00 degrees 12 minutes 40 seconds East 175.00 feet from said point; thence easterly along said curve 27.54 feet to the point of tangency of said curve, said point being North 08 degrees 48 minutes 15 seconds East 175.00 feet from the radius point of said curve; thence South 81 degrees 11 minutes 45 seconds East 62.45 feet to the point of curvature ofa curve concave northerly, the radius point of said curve being North 08 degrees 48 minutes 15 seconds East 125.00 feet from said point; thence easterly along said curve 18.65 feet to the point of tangency of said curve, said point being South 00 degrees 15 minutes 19 seconds West 125.00 feet from the radius point of said curve; thence South 00 degrees 12 minutes 40 seconds East 80.00 feet; thence South 89 degrees 47 minutes 20 seconds West 300.51 feet; thence South 00 degrees 22 minutes 21 seconds East 612.49 feet; thence South 49 degrees 26 minutes 53 seconds East 40.00 feet; thence South 26 degrees 14 minutes 07 seconds West 143.27 feet; thence South 12 degrees 43 minutes 06 seconds West 50.00 feet; thence North 77 degrees 16 minutes 54 seconds West 71.98 feet to the point of curvature ofa curve concave southeasterly, the radius point of said curve being South 12 degrees 43 minutes 06 seconds West 25.00 feet from said point; thence southwesterly along said curve 39.00 feet to the point of tangency of said curve, said point being North 76 degrees 39 minutes 19 seconds West 25.00 feet from the radius point of said curve, said point also being the point of curvature ofa curve concave easterly, the radius point of said curve being South 76 degrees 39 minutes 19 seconds East 75.00 feet from said point; thence southerly along said curve 15.52 feet to the point of tangency of said curve, said point being North 88 degrees 30 minutes 49 seconds West 75.00 feet from the radius point of said curve; thence North 88 degrees 30 minutes 49 seconds West 50.00 feet to a point on a curve concave easterly, the radius point of said curve being South 88 degrees 30 minutes 49 seconds East 125.00 feet from said point; thence northerly along said curve 57.25 feet to the point of tangency of said curve, said point being North 62 degrees 16 minutes 18 seconds West 125.00 feet from the radius point of said curve; thence South 89 degrees 37 minutes 39 seconds West 169.73 feet to the place of beginning, containing 9.366 acres, more or less, subject to all legal highways, rights -of -way, easements, and restrictions of record. Know what's below. CaII before you dig. ILPPS DIg ;Safely. Indiana Underground Plant Protection Service DESIGN DATA DESIGN SPEED = 25 M.P.H. HAYNE STREET 684.39 L.F. MOONSEED DRIVE 948.28 L.F. TEABERRY LANE 80.34 L.F. FEATHERBELL BOULEVARD 160.00 L.F. TOTAL 1,873.01 L.F. OPERATING AUTHORITY CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571 -2441 FLOOD STATEMEN T NO PORTION OF THIS SITE LIES WITHIN FLOODPLAIN PER FIRM 18057CO205F DATED FEB. 19, 2003 PLANS 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 PERSON: BRETT A. HUFF EMAIL• BHUFF @STOEPPELWERTH.COM PLA \S CERTIFIED BY: �/ DAVID J. STOEPPELWERTH PROFESSIONAL LAND SURVEYOR NO. 19358 7/20/12 llllllllllllllll No.'s'. 19358 = -o STATE OF /1Q• essfONAL ENG<`'