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HomeMy WebLinkAboutTowne Oak Estatesh SITE COXHALL GARDEN PARK S-1 ZONING (RECREATION) AREA MAP SCALE: 1"=500' SOIL LEGEND SOILS MAP SCALE: 1"=500' SYMBOL NAME Br Brookston silty clay loam CrA Crosby silt loam, 0 to 2 percent slopes 1 2 3 4 5 6 7 g 9 0 O � SIEFY EE �JR�\�E z O 16COMMON-]%- 15 14 13 12 11 10 AREA � SITE MAP SCALE. 1"=100' 0 - SEC. 33-T18N-R3E - ir () NAf P1 E:= A ir 4 SMIES— 7 HAVII N C YO PiFlIAE ' f t:` 11. ra arc rrar (CONSTRUCTI()N D�aincge rd o N S"', HAMILTON COUNTY CARMEL, INDIANA DEVELOPER0 : TOWNS ROADWAY DESIGN SPEED -- 20MPH REVISIONS DATE I BY I DESCRIPTION EAST DEVELOPMENT, LLC 2319 BEACH AVENUE INDIANAPOLIS, IN 46240 (3171 690-3665 INDEX SHEET No. DESCRIPTION r � COVER SHEET h SITE COXHALL GARDEN PARK S-1 ZONING (RECREATION) AREA MAP SCALE: 1"=500' SOIL LEGEND SOILS MAP SCALE: 1"=500' SYMBOL NAME Br Brookston silty clay loam CrA Crosby silt loam, 0 to 2 percent slopes 1 2 3 4 5 6 7 g 9 0 O � SIEFY EE �JR�\�E z O 16COMMON-]%- 15 14 13 12 11 10 AREA � SITE MAP SCALE. 1"=100' 0 - SEC. 33-T18N-R3E - ir () NAf P1 E:= A ir 4 SMIES— 7 HAVII N C YO PiFlIAE ' f t:` 11. ra arc rrar (CONSTRUCTI()N D�aincge rd o N S"', HAMILTON COUNTY CARMEL, INDIANA DEVELOPER0 : TOWNS ROADWAY DESIGN SPEED -- 20MPH REVISIONS DATE I BY I DESCRIPTION EAST DEVELOPMENT, LLC 2319 BEACH AVENUE INDIANAPOLIS, IN 46240 (3171 690-3665 r.Y � r p •r 3^ sE'tYx�T OF F!IGIPIEEQI.1-0 S11ALL C 1 i%!'!lf ": C' 0S TlUC T ION, BEGINS -- - -- —�, r r •• ''4f ; � •t e'� ;'^11x11_ 1 � � t:AI TIS , S `R E-ETS 1 ` r 1 _I'S A L 01 PR ES SUR E - i ., „T,":RY 3 E W E R S SHALL ILiR'AT1ON EX, FI LTR ATI ON 1', L',�-a', "'CEFO 2.00 GAI-LONS PER INCH r? MILE PEP DAY 11 A T E2R,``,1;�5 SII,"�, 1_ Ci: 0151NFt=CTEV AND 11ICRi1�*%,.hneidp OG11 r1l ! TCSTED ISTALLED Sl1tTLI{ VrI''3 SHALL t;E ESSUr?t AND LEAKAGC Historic Fort Harrison Architecture Y , 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216-1037 Geotechnical Services �p 317-826-7100 GIS * LIS 317-826-7200 Fax Home Builder Services www.schneidercorp.com Interior Design Land Surveying Landscape Architecture �►srF '��� � Transportation Engineering = ° �--- No.19500424 17- O STATE OF 11VDI P, \A `� 1 L; til v 5 7 ������ll►i 0,N.A.�:.���� CERTIFIED BY: ERIC W. BATT, P.E. E—MAIL ADDRESS: ebatt ®schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER. EWB HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION CHECKED BY TPG DATE CHECKED• 9 4 O7 © 2007, The Schneider Corporation N� Q4k 4%rA7VS ,d T CAIRM4940 DATE: 10/24/07 SHEET (CI1GG OF 28 JOB No. 6159.001 FILE NAME: R:\6k\6159\dwgs\ClOO.dwg INDEX SHEET No. DESCRIPTION C100 COVER SHEET D101 DEMOLITION PLAN C101, C102 DEVELOPMENT PLAN & OVERALL DEVELOPMENT PLAN C103 MASS GRADING PHASE STORMWATER POLLUTION PREVENTION PLAN C104 CONSTRUCTION PHASE & POST CONSTRUTION STORMWATER POLLUTION PREVENTION PLAN C201 STREET PLAN & PROFILE C301 ENTRANCE, CUL—DE—SAC & MAINTENANCE OF TRAFFIC PLAN C401 SANITARY SEWER PLAN & PROFILE C500—0503 SANITARY PUMP STATION PLAN, PROFILES, DETAILS, & SPECS C601—C603 STORM SEWER PLAN & PROFILES C701 WATER DISTRIBUTION PLAN C702 WATER DISTRIBUTION DETAILS C801 STREET DETAILS C802 SANITARY & STORM SEWER DETAILS C803—C805 STORMWATER POLLUTION PREVENTION DETAILS C806 AQUA—SWIRL DETAILS C807—C808 HAMILTON COUNTY DETAILS C901—C902 I GENERAL SPECIFICATIONS r.Y � r p •r 3^ sE'tYx�T OF F!IGIPIEEQI.1-0 S11ALL C 1 i%!'!lf ": C' 0S TlUC T ION, BEGINS -- - -- —�, r r •• ''4f ; � •t e'� ;'^11x11_ 1 � � t:AI TIS , S `R E-ETS 1 ` r 1 _I'S A L 01 PR ES SUR E - i ., „T,":RY 3 E W E R S SHALL ILiR'AT1ON EX, FI LTR ATI ON 1', L',�-a', "'CEFO 2.00 GAI-LONS PER INCH r? MILE PEP DAY 11 A T E2R,``,1;�5 SII,"�, 1_ Ci: 0151NFt=CTEV AND 11ICRi1�*%,.hneidp OG11 r1l ! TCSTED ISTALLED Sl1tTLI{ VrI''3 SHALL t;E ESSUr?t AND LEAKAGC Historic Fort Harrison Architecture Y , 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216-1037 Geotechnical Services �p 317-826-7100 GIS * LIS 317-826-7200 Fax Home Builder Services www.schneidercorp.com Interior Design Land Surveying Landscape Architecture �►srF '��� � Transportation Engineering = ° �--- No.19500424 17- O STATE OF 11VDI P, \A `� 1 L; til v 5 7 ������ll►i 0,N.A.�:.���� CERTIFIED BY: ERIC W. BATT, P.E. E—MAIL ADDRESS: ebatt ®schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER. EWB HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION CHECKED BY TPG DATE CHECKED• 9 4 O7 © 2007, The Schneider Corporation N� Q4k 4%rA7VS ,d T CAIRM4940 DATE: 10/24/07 SHEET (CI1GG OF 28 JOB No. 6159.001 FILE NAME: R:\6k\6159\dwgs\ClOO.dwg 10-010001-(�>1 I I I<�> MIS O1 Remove existing utilities. Contractor shall saw cut existing drive, walks, curb, etc. and 2O legally dispose of off site. Demolition shall conform with city code Section 6-227(h)(10). ORemove existing sanitary service. 4O Remove existing outbuildings in their entirety. OContact a licensed well driller to close or abandon well per Hamilton County and IDEM requirements. 01"0112101c��l 14 I V Ic0))N�I GENERAL The contractor shall remove and dispose off site, existing structures, pavements and utilities indicated to be removed SUMMARY This section requires removal and disposal, off site, of the following 1. Existing Utilities 2. Miscellaneous concrete pads, pavement, underground conduits, utility poles, etc, located on site. 3 Out—buildings, associated foundations, support pads, etc ASSUMED NORTH JOB CONDITIONS A Salvaged Materials: Items of salvagable value to owner shall be removed SCALE: 1 =50 from site and stored as indicated by owner as work progresses Transport items rejected by owner from the site as they are removed. 1 Storage or sale of removed items will not be permitted on site. B Explosives- Use of any type of explosives will not be permitted C Traffic Conduct demolition operations and removal of debris to ensure minimum interference with roads, streets, walks and other adjacent occupied and used facilities 1. Do not close or obstruct roads, streets, walks or other occupied or used facilities without permission from the local authorities having jurisdiction Provide alternate routes around closed or obstructed traffic ways, if required by governing authorities D Protections: Ensure safe passage of persons around areas of demolition. Conduct operations to prevent damage to adjacent buildings, structures, and other facilities and injury to persons. E Damages. Promptly repair any damages caused to adjacent facilities by demolition operations PREPARATION A. Building Demolition After existing buildings have been vacated, demolish existing buildings completely and remove from site Use such methods as required to complete work within limitations of governing authorities. B Existing Utilities Locate, identify, disconnect, and seal or cap off indicated utilities serving buildings and structures identified to be demolished in the plans Contractor may need to hire a private utility location contractor to find all utllites to be demolished/remain 1 Construction Manager/Contractor shall coordinate with utility companies and arrange to shut off indicated utilities prior to nessasary shut off date 2. If utility services identified on plans are required to be removed, relocated, or abandoned, before proceeding provide temporary utilities that maintain continuity of service to existing buildings and structures 3 Cut off pipe or conduit a minimum of 48 inches below grade Cap, valve or plug and seal remaining portion of pipe or conduit after bypassing. 4. Utility Services: Protect against damage during demolition operations Disconnect, cap and remove utility services per local requirements. Do not start demolition work until utility disconnections have been completed to the satisfactions local utilities DEMOLITION—BELOW GRADE A Existing Utilities; Demolish and Remove existing utilities and below grade utility structures 1. Piping. Disconnect piping at unions, flanges, valves or fittings. 2 Wireing ducts disassemble into unit lengths and remove plug—in and disconnect devices. B. Break up and remove concrete slabs as indicated D. Filling Voids: Completely fill below—grade areas and voids resulting from demolition structureswlth approved engineered granular material suitable to the Engineer Compact fill to 100% of the soils maximum standard proctor dry density DISPOSAL OF DEMOLISHED MATERIALS A General Remove weekly from site accumulated debris, rubbish, and other materials resulting from demolition operations B Removal Transport materials removed from demolition operations and legally dispose of off—site NOTE: Existing houses on site may currently be serviced by a septic system Location of finger system is unknown. If finger system is found during any portion of construction, remove all portions of system within 36 inches of finish grade Septic tank shall be cleaned by a licensed hauler prior to tank demolition. Proposed sanitary service must be in place prior to demolition of existing sanitary service so that there is no disruption in service. UTILITIES INFORMATION Utility Hotline. within Indiana 1-800-382-5544 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services Contractor shall contact respective utility companies to coordinate relocation or replacement of existing utilities serving existing structures to remain Note C Below—grade Construction: Demolish Budding foundation walls and other Contractor to minimize damage to existing trees below—grade construction, including concrete slabs and walls, to a depth of not less than 48 inches below lowest finish grade level NOTE: NO EARTH DISTURBING ACIINTY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT HOLEY MOLEY SAYS "DON'T DIG BLIND 91lll&M9:L=§SAVfA CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK o 1 \\�R\r W BA 7////��/ No.19500424 O STATE OF �_ �1 I DATE. 9/4/07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION © COPYRIGHTED BY THE SCHNEIDER CORP (2007) f44110 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone- 317.826.7100 Fax- 317.826.7200 www schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w PROJECT NO 9/4/07 6159.001 o � c� CHECKED BY ZJM TPG SHEET TITLE o �t- DRAWING FILES R \6k\6159\001\dwgs\D101dwg SHEET NO z pay� Z w z �i C)z W E-1 � U LO x U W W O � C�2 DATE PROJECT NO 9/4/07 6159.001 DRAWN BY CHECKED BY ZJM TPG SHEET TITLE DEMOLITION PLAN DRAWING FILES R \6k\6159\001\dwgs\D101dwg SHEET NO