S01 12FPC322Q0018 Attachment 2 Plans 5077-402-Trotwood-Area4-EWP-DWGfinal-2022-2-1_approved.pdf
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N a t u r a l
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SHEET INDEX
AutoCAD SHX Text Sheet No.
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TITLE
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COVER SHEET
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WEST SITE PLAN VIEW
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EAST SITE PLAN VIEWS
AutoCAD SHX Text **SPECIAL NOTE** IF POTENTIAL CULTURAL RESOURCE ITEMS ARE DISCOVERED DURING CONSTRUCTION, IMMEDIATELY STOP WORK AND NOTIFY THE NRCS CULTURAL RESOURCES COORDINATOR- BRYAN LEE 614-255-2487
AutoCAD SHX Text **SPECIAL NOTE** THE CONTRACTOR IS RESPONSIBLE TO USE ALL APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE LIKELIHOOD OF SITE EROSION AND OFFSITE SEDIMENT TRANSPORT. WHEN FINAL SITE STABILIZATION CANNOT BE COMPLETED WITHIN 14 DAYS OF COMMENCEMENT OF CONSTRUCTION, AN OHIO EPA NPDES PERMIT MAY BE REQUIRED (CONTRACTOR IS RESPONSIBLE FOR OBTAINING THIS PERMIT IF REQUIRED).
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PHONE NO.
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NO REPLY
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OHIO811 MEMBER & LIMITED BASIS PARTICIPANT
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UTILITY INFORMATION 1/1//
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UNDERGROUND UTILITIES AT EXCAVATION SITE
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ADDRESS
AutoCAD SHX Text OHIO811 I.D.# A030002703 (West Site) & A030002279 (East Site-North Section)
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NAME
AutoCAD SHX Text 1/ IF NO UTILITIES ARE IDENTIFIED IN THE AREA, CHECK THIS BOX./ IF NO UTILITIES ARE IDENTIFIED IN THE AREA, CHECK THIS BOX.NO UTILITIES ARE IDENTIFIED IN THE AREA, CHECK THIS BOX. IN THE AREA, CHECK THIS BOX.
AutoCAD SHX Text OHIO811 I.D.# B030001597 (East Site-Middle & South Sections)
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DP&L
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AutoCAD SHX Text 1900 Dryden Rd Moraine, OH 45439
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(937) 331-3900
AutoCAD SHX Text Miami Valley Light.
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AutoCAD SHX Text 6250 Webster St Dayton, OH 45414
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(937) 387-6980
AutoCAD SHX Text Charter Comm.
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AutoCAD SHX Text 400 Atlantic St Stamford, CT 06901
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(203) 905-7801
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AutoCAD SHX Text 401 Merritt 7 Norwalk, CT 06851
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(203) 614-5600
AutoCAD SHX Text Montgomery Co.
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AutoCAD SHX Text 1850 Spaulding Rd Kettering, OH 45432
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(937) 781-2500
AutoCAD SHX Text Landowners or operators, sponsoring organizations, and contractors are liable for any damage resulting from disruption of a utility service caused by construction activities. NRCS makes no representation on the existence or non-existence of utilities on this site. Excavator must notify all utilities at least 48 hours, and not more than 10 days, prior to the planned commencement of excavation. Call OHIO811 (800-362-2764 or 811) for a listing of OUPS and OGPUPS members and limited basis participant members.
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NOTICE TO LANDOWNER AND EXCAVATOR
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JOB CLASS V
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AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
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COVER SHEET
AutoCAD SHX Text Drawing No.
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AutoCAD SHX Text J. Lafferty
AutoCAD SHX Text 3/21
AutoCAD SHX Text J. Lafferty
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CITY OF TROTWOOD
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MONTGOMERY COUNTY, OHIO
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CITY OF TROTWOOD-EWP
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LOCATION MAP NOT TO SCALE
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SITE OF WORK
AutoCAD SHX Text Hoke Road
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WEST SITE LOCATION
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EAST SITE LOCATION
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AutoCAD SHX Text Scale in Feet
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AutoCAD SHX Text E. Westbrook Road
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ST RT 49
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SITE OF WORK NORTH SECTION
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WEST SITE LOCATION
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EAST SITE LOCATION
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LOCATION MAPS
AutoCAD SHX Text E. Westbrook Road
AutoCAD SHX Text Salem Bend Road
AutoCAD SHX Text Olive Road
AutoCAD SHX Text Hillary Street
AutoCAD SHX Text Ericsson Way
AutoCAD SHX Text Galileo Avenue
AutoCAD SHX Text Hillary Street
AutoCAD SHX Text Nantucket Road
AutoCAD SHX Text Ericsson Way
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SITE OF WORK MIDDLE SECTION
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SITE OF WORK SOUTH SECTION
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AutoCAD SHX Text Remove all fallen trees, logjams, woody debris, and trash within the clearing limits. See construction specifications.
AutoCAD SHX Text Project area ends approximately 700' upstream from headwall
AutoCAD SHX Text Utility pole
AutoCAD SHX Text No entrance
AutoCAD SHX Text Utility pole
AutoCAD SHX Text Project area begins on south side of bridge
AutoCAD SHX Text Temporary staging area and access to stream: 20000 SQ FT
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E. WESTBROOK ROAD
AutoCAD SHX Text Approximate centerline tributary
AutoCAD SHX Text Access entrance
AutoCAD SHX Text Temporary staging area: 12000 SQ FT
AutoCAD SHX Text Utility poles
AutoCAD SHX Text Project area ends at north side of foot bridge
AutoCAD SHX Text Flow
AutoCAD SHX Text Remove all fallen trees, logjams, woody debris, and trash within the clearing limits. See construction specifications.
AutoCAD SHX Text Utility building
AutoCAD SHX Text Utility poles
AutoCAD SHX Text Flow
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AutoCAD SHX Text Project area begins at box culvert headwall
AutoCAD SHX Text Temporary access lane: 12'x100'
AutoCAD SHX Text 12' wide temporary work access way: Use existing grass lane
AutoCAD SHX Text Shed
AutoCAD SHX Text Access entrance: Use existing drive
AutoCAD SHX Text Temporary staging area and access to stream: 5000 SQ FT
AutoCAD SHX Text 12' Wide temporary work access way: Use field edge
AutoCAD SHX Text 25'
AutoCAD SHX Text 45'
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AutoCAD SHX Text 70'
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AutoCAD SHX Text Approximate centerline North Branch Wolf Creek
AutoCAD SHX Text WORK AND CLEARING LIMITS Work and clearing limits in the North Branch Wolf Creek corridor are from the south side of the E. Westbrook Road bridge to the north side of the old foot bridge, approximately 524' downstream. The clearing limits shall extend 50' out in each direction from the centerline of the stream. The work limits shall extend an additional 20' past the clearing limits and include the access entrance and staging areas, unless noted otherwise on the drawings. The tributary's work and clearing limits are from the south side of the E. Westbrook Road's box culvert to a point 700' upstream. The clearing limits shall extend 25' out in each direction from the centerline of the stream. The work limits shall extend an additional 20' past the clearing limits and include the access entrance and staging areas, unless noted otherwise on the drawings.
AutoCAD SHX Text Utility Pole Stream Centerline Work Limits Clearing Limits Temporary Access Lane
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LEGEND
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AutoCAD SHX Text Designed
AutoCAD SHX Text Date
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WEST SITE-PLAN VIEW
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet 2 of
AutoCAD SHX Text File No.
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CITY OF TROTWOOD
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MONTGOMERY COUNTY, OHIO
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CITY OF TROTWOOD-EWP
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AutoCAD SHX Text Scale in Feet
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AutoCAD SHX Text J. Lafferty
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AutoCAD SHX Text "North Section" project area begins on south side of culvert
AutoCAD SHX Text Utility pole
AutoCAD SHX Text Utility pole
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HILLARY STREET
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HILLARY STREET
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ERICSSON WAY
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E. WESTBROOK ROAD
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E. WESTBROOK ROAD
AutoCAD SHX Text "Middle Section" project area begins on south side of box culvert
AutoCAD SHX Text Remove all fallen trees, logjams, woody debris, and trash within the clearing limits. See construction specifications.
AutoCAD SHX Text Remove all fallen trees, logjams, woody debris, and trash within the clearing limits. See construction specifications.
AutoCAD SHX Text Approximate stream centerline
AutoCAD SHX Text Temporary staging area and access to stream: 13000 SQ FT
AutoCAD SHX Text Access entrance
AutoCAD SHX Text "North Section" project area ends on north side of box culvert
AutoCAD SHX Text Utility pole
AutoCAD SHX Text Temporary staging area and access to stream: 18000 SQ FT
AutoCAD SHX Text Access entrance:
AutoCAD SHX Text Temporary access lane: 12'x50'
AutoCAD SHX Text 45'
AutoCAD SHX Text 25'
AutoCAD SHX Text 45'
AutoCAD SHX Text 25'
AutoCAD SHX Text Approximate stream centerline
AutoCAD SHX Text Access entrance
AutoCAD SHX Text Utility Boxes: 10' Setback
AutoCAD SHX Text 20'
AutoCAD SHX Text Temporary access lane: 12'x50'
AutoCAD SHX Text Corridor width deviation: 10' min. structure setback
AutoCAD SHX Text WORK AND CLEARING LIMITS Work and clearing limits in this "North Section" of stream corridor are from the outlet of the culvert under E. Westbrook Road to the inlet of the box culvert under Hillary Street, approximately 1040' downstream. The clearing limits shall extend 25' out in each direction from the centerline of the stream. The work limits shall extend an additional 20' past the clearing limits and include the access entrance and staging areas, unless noted otherwise on the drawings.
AutoCAD SHX Text WORK AND CLEARING LIMITS Work and clearing limits in the North Branch Wolf Creek corridor are from the south side of the E. Westbrook Road bridge to the north side of the old foot bridge, approximately 524' downstream. The clearing limits shall extend 50' out in each direction from the centerline of the stream. The work limits shall extend an additional 20' past the clearing limits and include the access entrance and staging areas, unless noted otherwise on the drawings. The tributary's work and clearing limits are from the south side of the E. Westbrook Road's box culvert to a point 700' upstream. The clearing limits shall extend 25' out in each direction from the centerline of the stream. The work limits shall extend an additional 20' past the clearing limits and include the access entrance and staging areas, unless noted otherwise on the drawings.
AutoCAD SHX Text Utility Pole Stream Centerline Work Limits Clearing Limits Temporary Access Lane
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LEGEND
AutoCAD SHX Text W/L
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet 3 of
AutoCAD SHX Text File No.
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CITY OF TROTWOOD
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MONTGOMERY COUNTY, OHIO
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AutoCAD SHX Text Scale in Feet
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AutoCAD SHX Text J. Lafferty
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AutoCAD SHX Text J. Lafferty
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AutoCAD SHX Text
EAST SITE-PLAN VIEW NORTH SECTION
CITY OF TROTWOOD-EWP
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LIVINGSTON AVENUE
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MAGELLAN AVENUE
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HILLARY STREET
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HILLARY STREET
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NANTUCKET ROAD
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ERICSSON WAY
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ERICSSON WAY
AutoCAD SHX Text "Middle Section" project area begins on south side of box culvert
AutoCAD SHX Text "Middle Section" project area ends and "South Section" project area begins at this point, adjacent to the dead end of Nantucket Road
AutoCAD SHX Text Remove all fallen trees, logjams, woody debris, and trash within the clearing limits. See construction specifications.
AutoCAD SHX Text Approximate stream centerline
AutoCAD SHX Text Approximate stream centerline
AutoCAD SHX Text Temporary staging area and access to stream: 5000 SQ FT
AutoCAD SHX Text "North Section" project area ends on north side of box culvert
AutoCAD SHX Text Temporary staging area: 9000 SQ FT
AutoCAD SHX Text 45'
AutoCAD SHX Text 25'
AutoCAD SHX Text 45'
AutoCAD SHX Text 25'
AutoCAD SHX Text Access entrance
AutoCAD SHX Text Utility Boxes: 10' Setback
AutoCAD SHX Text 20'
AutoCAD SHX Text Corridor width deviation: 10' min. structure setback
AutoCAD SHX Text Corridor width deviation: 10' min. structure setback
AutoCAD SHX Text WORK AND CLEARING LIMITS Work and clearing limits in this "Middle Section" of stream corridor are from the outlet of the box culvert under Hillary Street to a point approximately 545' downstream. This point is also adjacent to the dead end of Nantucket Road. The clearing limits shall extend 25' out in each direction from the centerline of the stream. The work limits shall extend an additional 20' past the clearing limits and include the access entrance and staging areas, unless noted otherwise on the drawings.
AutoCAD SHX Text Utility Pole Stream Centerline Work Limits Clearing Limits Temporary Access Lane
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LEGEND
AutoCAD SHX Text W/L
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet 4 of
AutoCAD SHX Text File No.
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CITY OF TROTWOOD
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MONTGOMERY COUNTY, OHIO
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AutoCAD SHX Text Scale in Feet
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AutoCAD SHX Text J. Lafferty
AutoCAD SHX Text 3/21
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EAST SITE-PLAN VIEW MIDDLE SECTION
CITY OF TROTWOOD-EWP
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MAGELLAN AVENUE
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GALILEO AVENUE
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ERICSSON WAY
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NANTUCKET ROAD
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NANTUCKET ROAD
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SALEM BEND DRIVE
AutoCAD SHX Text Remove all fallen trees, logjams, woody debris, and trash within the clearing limits. See construction specifications.
AutoCAD SHX Text Approximate stream centerline
AutoCAD SHX Text Approximate stream centerline
AutoCAD SHX Text Temporary staging area: 6000 SQ FT
AutoCAD SHX Text "South Section" project area ends on north side of bridge
AutoCAD SHX Text Temporary staging area: 9000 SQ FT
AutoCAD SHX Text 45'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text 45'
AutoCAD SHX Text Corridor width deviation: 10' min. structure setback
AutoCAD SHX Text WORK AND CLEARING LIMITS Work and clearing limits in this "South Section" of stream corridor are from a point adjacent to the dead end of Nantucket Road to the north side of the bridge under Salem Bend Drive, approximately 1200' downstream. The clearing limits shall extend 25' from the centerline of the stream along the east bank only. The work limits shall extend an additional 20' past the clearing limits and include the access entrance and staging areas, unless noted otherwise on the drawings.
AutoCAD SHX Text Utility Pole Stream Centerline Work Limits Clearing Limits Temporary Access Lane
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LEGEND
AutoCAD SHX Text W/L
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text
EAST SITE-PLAN VIEW SOUTH SECTION
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet 5 of
AutoCAD SHX Text File No.
AutoCAD SHX Text
AutoCAD SHX Text
CITY OF CLAYTON
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MONTGOMERY COUNTY, OHIO
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CITY OF TROTWOOD-EWP
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AutoCAD SHX Text Scale in Feet
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AutoCAD SHX Text J. Lafferty
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| Sheets and Views |
| Trotwood EWP R6-Cover (1) |
| Trotwood EWP R6-Plan View (2) |
| Trotwood EWP R6-Plan View (3) |
| Trotwood EWP R6-Plan View (4) |
| Trotwood EWP R6-Plan View (5) |
| 2022-02-02T09:26:18-0500 | |
| GREGORY WELLS |
| 2022-02-02T09:37:56-0500 | |
| GREGORY WELLS |
| 2022-02-02T09:44:50-0500 | |
| GREGORY WELLS |
| 2022-02-02T09:54:24-0500 | |
| GREGORY WELLS |
| 2022-02-02T09:59:42-0500 | |
| GREGORY WELLS |
File details come from the government source that posted it. Updated .