The URL can be used to link to this page

Home My WebLink About01 C100 Cover SheetREVISIONS: !ND SHEET No. DESCR PTION C1 00 COVER SHEET C101 —C103 DEVELOPMENT PLAN C104 —C106 EROSION CONTRO. 1- -LAN TM C107 TOPOGRAPHY C201 —C203 STREET PLAN AND PROFILES C301 121TH STREET ENTRANCE PLAN 121TH STREET Iv1AINTENANCE OF TRAFFIC PLAN TRAFFIC CONTROL PLAN C302 C303 C304 —C305 INTERSECTION AND CUL —DE —SAC DETAILS C401 —C403 SANITARY SEWER PLAN AND PROFILES C601 —C603 STORM SEWER PLAN AND PROFILES C701 WATER DISTRIBUTION PLAN C801 STREET DETAILS C802 SANITARY DETAILS C803 STORM SEWER DETAILS C804 EROSION CONTROL DETAILS C804A STORM WATER POLLUTION PREVENTION DETAILS C805—C806 HAMILTON COUNTY DETAILS C901 SPECIFICATIONS REVISIONS: DATE: BY: DESCRIPTION: 04/01/04 WCZ REVISED PER H.C.S.O. COMMENTS DATED 03/16/04 04/05/04 WCZ REVISED PER H.C. S.W.C.D. COMMENTS DATED 03/09/04 04/05/04 WCZ REVISED PER H.C.H,D. COMMENTS DATED 03/10/04. 05/26/04 sge Final Construction Plans 04/21/05 KWK REVISED PER H.C. S.W.C.D. COMMENTS COOL- SPRINGS COURT AREA MAP i NOT TO SCALE 121TH STREET SITE MAP SCALE: 1" =200' Soils Legend Descriptions Bs Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table. High potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to e artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. MmB2 Miami silt loam: 2 to 6 percent slopes, eroded. MmC2 Miami silt loam: 6 to 12 percent slopes, eroded. Gn Genesee sandy loam: sandy variant: 0 to 2 percent slopes. EXISTING LAKE COMMON AREA THE L{KES AT HAMILTON PLACE TI ON 1A SOILS MAP i NOT TO SCALE PROJECT ENGINEER: SECTION 31-T18N---R3E THE LAKES AT HAMILTON PLACE SECTION IB (CONSTRUCTION PLANS) HAMILTON COUNTY CARMEL, INDIANA DEVELOPER: DURA BUILDERS, INC. 25 M.P.H. DESIGN SPEED CHECKED BY: DATE CHECKED: 5740 DECATUR BLVD. INDIANAPOLIS, INDIANA 46241 PH" 13171 821-8100 FAX 13171 821-8111 ‘b Schneider 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com fr 411 Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transporta.tion Engineering CERTIFIED BY: DAVID K. SEXTON E —MAIL ADDRESS: dsexton@schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORAI1ON AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CO 2004, The Schneider Corporation JOB No. 1299.004 THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. c G`ST ERF N o. -o 9500028 ct STATE OF L./ 3:5� nlrtttuN DATE: 06/09/04 SHEET CLOO OF 28 FILE NAME: N: \1299 \004 \DWGS \SEC 1B\C100.DWG