20061492 Ver 1_COMPLETE FILE_20060914

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ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental
Ms. Jean Manuele, Supervisor
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: PCN Application for Section 404/401 NWP-39
The Landing at Southpoint
Durham, North Carolina
ECS Project #14310
Dear Ms. Manuele:
September 11, 2006

2 0 0 6 1 4 H"'
On behalf of The Boylan Companies, LLC ("the Applicant"), ECS Carolinas, LLP ("ECS") is
filing a Pre-Construction Notification (PCN) Application requesting permission for a Section
404/401 Nationwide Permit 39 (NWT-39) for 112 linear feet of jurisdictional stream impacts
resulting from construction of a residential condominium complex. Should you have any
questions or concerns please feel free to contact us at [phone].
Respectfully submitted,
ECS Carolinas, LLP
Budd Titlow, Natural Resources Group Manager
Professional Wetland Scientist (SWS #754)
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Christina Breen
Environmental Scientist
Enclosures: PCN Application for NWP-39
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Copies: Ms. Cyndi Karoly, North Carolina Division of Water Quality, 401/Wetland Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650
Ms. Debbi Ferm, Chas H. Sells, Inc., 15401 Weston Parkway, Suite 100, Cary, NC
27513
9001 Gleimood ANcnue, Raleigh, North Carolina 27617-7505
[phone] • Fax [phone] • 1-800-327-5832 0 www.ecslimited.com
ATTACHMENT B
IMPERVIOUS SURFACE CALCULATIONS
Sq. Ft. Acres
STREETS AND
PARKING LOTS
115312.51
2.64
SIDEWALKS 14877.34 0.34
STRUCTURES
BUILDING 1 13850 0.31
BUILDING 2 13650 0.31
BUILDING 3 63328.37 1.45
BUILDING 4 1427.84 0.03
POOL 4807.09 0.11
STRUCTURES TOTAL 98883.30 2.21
DUMPSTER PADS 698 0.02
TOTAL 227751.15 5.23
SITE TOTAL 10.26
PERCENTAGE 50.97%
ATTACHMENT C
PROJECT PLANS
ATTACHMENT A
VICINITY MAP
ATTACHMENT D
AGENT AUTHORIZATION FORM
Mr. Monte Matthews September 8, 2006
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Reference: Authorization to Si Submit PCN Application Form
Landing at Southpoint
Durham, North Carolina
Dear Mr. Matthews:
As applicant for the referenced project, I hereby authorize Christina Breen, Environmental
Scientist with ECS Carolinas, LLP of Raleigh, NC, to sign and submit the attached Pre-
Construction Notification (PCN) Application Form. Please contact me if you need additional
information.
Sincerely,
Mr. `Tyler Morris, Manager
LSP Development, LLC
410 N. Boylan Avenue
Suite 138
Raleigh, NC 27603
Office Use Only: Form Version March 05
2 0 0 6 1 4 9 2
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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1. Processing,
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information VVEW [1
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1. Owner/Applicant Information S F p 1 4 2006
Name: Mr. Tyler Morris - The Boylan Companies LLC
Mailing Address:410 N. Boylan Avenue DENt? • WATaK QUALITY
Suite 138 Y:-AW1401 AM STOgjMTER Cifi"h
Ralei.gh, NC 27603
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tmorrisna,boylancompanies.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name Christina Breen
Company Affiliation: ECS Carolinas, LLP
Mailing Address 9001 Glenwood Avenue
Ralei,Qh, NC 27617
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: cbreen ecslimited.com
Page 5 of 12
III. Project Information
5.
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Landing at Southpoint formerly Copper Mill 2)
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0718-01-07-7850
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): I-40W out of Raleigh, to
NC-751 (Hope Valley Road), exit 274, Jordan Lake. Take a right onto NC-751, the site is on
the left across from Calibre Park Drive.
Site coordinates (For linear projects, such as a road or utility line, attach
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.9145 °N 78.9639
6. Property size (acres): 10.26
7. Name of nearest receiving body of water: UT to New Hope Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The conditions on site are forested but the vicinity is a mix
of forested and residential. To the north and the east are the residential areas. One
jurisdictional feature exists within the project area, an intermittent stream in the northwest
a sheet that
oW
Page 6 of 12
corner. This stream is already culverted to the north of the project area and there is also a rip-
rap dissipater pad, as shown on Sheet C1.0 of Attachment C, the project plans.
10. Describe the overall project in detail, including the type of equipment to be used: The project
is a 3 building condominium complex with associated roadways, parking lots, sidewalks, and
dumpster areas. Five stormwater treatment best management practice BMP) facilities will be
constructed on site. A 20 foot vegetated buffer will surround most of the site. The
intermittent stream will be placed in a 48" RCP and shifted to the west to provide adequate
space for the necessary roadway entrance and one of the stormwater treatment facilities.
11. Explain the purpose of the proposed work: The purpose of the work is to build a residential
condominium complex.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The jurisdictional determination was completed by Eric Alsmeyer on
6/2/2006. The USACE Action ID Number is 200620043. The project was previously called
Conner Mill 2.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future permit requests anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: One of the entrances to the
condominium complex, as approved in the development plan by the City of Durham, crosses
an intermittent stream. The culvert is a 48" RFP and has a rip-rap dissipater pad that is 20
feet long and 6 feet wide. Total impacts are 112 linear feet.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average
Stream Width Impact Area of
Number Stream Name Type of Impact Intermittent? Before Impact Length Impact
(indicate on map) (linear feet) (acres)
A UT to New Hope Permanent Fill - Intermittent -oft 92 .008
Creek Culvert

A UT to New Hope Permanent Fill -
Intermittent
-4ft
20
.002
Creek Rip-rap Dissipater
Total Stream Impact (by length and acreage) 112 .01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres

Page 8 of 12
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): .01
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) .01
Total Stream Impact (linear feet): 112
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Durham is requiring this
entrance for interconnectivitv of this development to the development iust north of the site. It
was a condition that was approved in zoning for both the development to the north and this
development.
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnn?ide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at littp://lh2o.enr.state.nc.iis/wrp/index.litni. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No ® -CAPE FEAR BASIN
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
I I Zone* Impact Multiplier Required
(square feet) Mitieation
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicc
additional 20 feet from the edge of Zone 1.
from the top of the near bank of channel; Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement or Payment into the
Riparian Buffer Restoration Fund). Please attach
within 15A NCAC 2B .0242 or.0244, or.0260. _
Page 11 of 12
all appropriate information as identified
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Please see Attachment B, the impervious surface
calculations. The impervious surface is 50.97%. Stormwater will be treated in 5 BMPs on-site.
Sheets 3.1 and 6.0 of the plans are the stormwater treatment plans.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The sewer line for the subdivision will be linked to the already existing City of Durham sewer
system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://112o.enr.state.nc.us/ncwctlands. If no, please provide a short narrative description: The
roadways being built through this complex will not provide access to any other areas which
would allow for further development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
g,0,4,_ q 4? -o6.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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SEP 1 4 2006
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.amiv.mil/wetlands/Perniits.litml.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saw.usace.anny.niil/wetlands/index.litml, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
lhttp://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
littp://www.usace.anny.niil/inct/functions/cw/cecwo/reW2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp://Ii2o.elinr.state.nc.us/ncwetlands/fees.litm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 12
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C Figure No.
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- _ ~ - - -~--10:LA ~ ~ _ _ ~ - a. y „ ,F ~i_. r ~ I RECYCLABLES • . " _ ~ I CARDBOARD
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~ ~ ~ ~ o a ` ~ ~°1, GATE AROUND POOL 8 ,o »a B MP #5 ~ , ,
~ ~ ~ R ~ o o ~ o~ vy, ~ o,o' ~ I a, I ~ , ~ 112 UNITS ~ ' ~ , , i ~ ~,~e°
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IMPERVIOUS AREAS 10.26 ACRES ~ ~ ~~N
CURRENT ZONING: RM-16(D), F/J-B a ~ ~ v
Sq. Ft. Acres NUMBER OF UNITS: to p ~ z x U ro
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STREETS AND 128-160 REQUIRED U ~ [ ~ ~ r~ ~
PARKING LOTS 4 160 PROPOSED 115312.51 2.6 o . ~
SIDEWALKS 14877.34 0.34 MAXIMUM BUILDING HEIGHT = 35' ~ ~ z , z ~ 0 °
STRUCTURES 2.5 CURB NC HIGHWAY 751 ° ~ & GUTTER
BUI I 1 WATERSHED: CAPE FEAR BASIN, F/J- 5~ 20.5' LD NG 13650 0,31 14' ~ 2.0~ SLOPE ~
Copper Mill Condos BUILDING 2 13650 0.31 a o U H
. _ _ _ Open Space Calculations _ _ _ _ _ BUILDING 3 63328,37 1.45 5' SIDEWALK a z
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BUILDING 4 1427.84 0,03 Zones SQUARE FEET ACRES
OS1 POOL 4807.09 0.11 29,669 0.68 3 1.5" S9,58 OVERLAY z
dS2 18,402 0.42 ~ STRUCTURES TOTAL 96863.30 2.21 w
_ 10 ABC DUMPSTER PADS 698 0,02 10" ABC 4 119.OB o
Total 0 en S ace Area: 48 071.00E 1. q__ ~ . ~ 10;ac TOTAL 5.23 A
227751.15 Total Site Area I 10.26; ac F w
~ SITE TOTAL 10,76%; 10, 26 ~ 0
PERCENTAGE 50,97% 14 SANE WIDENING FOR w a
NC HIGHWAY 751 REVISIONS
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PROJECT: Copper Mill II ~~JEiI ~np ~;~'~I II h U
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Tree Save Areas: Existing ~~F,.i~._~~7~z: ~s ; z 0
E ' _ 2 SURFACE COURSE
Area # SF Acreage ~«'-a rr ~eo CURB AND GUTTER DETAIL CURB AND GUTTER DET _ _ AIL .',1
TS1 12,968 0,30 ' :.F ..f ~ I. ~...w ,,`ky i n
_ TS2 20,651 0.47 T~`'~ r~~-~'~' s' 2'-0• ~ .r,. ~F~'' 7 AGGREGATE BASE
STANDARD 2 -0 CURB & TS3 1,525 0.04 R,~ ' 0 COURSE ABC w PARKING AREA SECTION ( ) >
T GUTTER NOTE: ALL TS4 7,269 0.17 iR~ ~+r'~ ~ x PROJECT OS-4034 DATE:07J27J06 w E: ALL SIDEWALKS WILL BE 4 INCH THICK CONCRETE
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TS5 16,970 0.39 TPA ~ ~ ' . ~ , n 1.5" SURFACE COURSE NOR ~ TH ~ TJTLE
f ~1~6 ~ ~ • s' ~ ~ o . o.p ~ e o • a . w . _ _ . 0 . • . • • p p A' } `x 2 INTERMEDIATE COURSE
9A~i' B°0'c°l~oo~l.Y m°~•do~ • ~ ~ :v •o • o : o o e
• . To to i Tree So ve Area : ? I.3 b ~ a c ' ~ ~ ~ 2'-s' p, 0 0 r~8°Oo°Aoo~A o°l~•do•5.1~: _ ~ _ _ M.._. , . ,.';a5:,., ..::4 „ HIC SCALE ~ •S%~4~: 9 AGGREGATE BASE
Total Site AfBO. 1U.Lb',ac ~ .J~ 1(a,. ;!~I ~ ~_li~;,'i! ~ _ rr „ _ _ / A.B.C. AVG. DEPTH = 3 1 2 OR ~ OVERA o _ 60 ,20 ~ LL LAYOUT ;',t.;;~s~,~~'~;. ~ COURSE (ABC) :L~1 ti,.. ,,a.: h~: ~
A.B.C. AVG. DEPTH = 3 1 2 OR a ~ ~ ~ D - 6 ,WHICHEVER IS GREATER.) D - 6 WHICHEVER IS GREATER. rl w w SHEET
Tree Save Percentage , 13.,5%; x
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11 Bk1 " ~ , • . • . IY DRIP PIPE SHNlBE P(f>}fED TOW+IRDS THE FOC FOR PROPERDRHINAGE. 1. ALL SEWER AND WATER LINES ON- SITE ARE PRIVATE
Pi(EH RtiTla 11~" c 10' PER NFPR 2. WATER LINES SHALL MAINTAIN A 10' H " ORIZONTAL OR 18 >a
SM~l.I. STONI~ F4R DRNN~GE VERTICAL SEPARATION FROM SANITARY S
EWER UNLESS a PROIBCT~; os-ao34 DATE: o~ta~ro6 BOTH ARE DUCTILE IRON PIPE. WAT w
The low point drain shall be corrosion resistant and installed in accordance with the manufacturers Fa~ I~UE Q instructions. The drain arrangement shall be submiaod as of the ite ER MAINS AND ~ SANITA TRUE DRAWNBY: WF CEIECKEDBY: RY SEWER SHALL MAINTAIN A 12 S Ms
C I lU~ part s lan uhL detail and fee pnvea6on and ' ee ' p ty approved by ~ ~8 EPARATION ~ FROM STORM SEW NORTH ~ TITLE ER LINES AND OTHER UTILITIES.
A drainage it two feet d and two feet in ' P eep dumacter shall be excavated below each drain and filled 3. ALL SEW ~ ER LINES ARE SDR21 PVC UNLESS
compactly with carshed stone mined with coarse sand under and amend the drain to a level 6 inches about , the drain. Pits shell neither be connected to a storm or sanitary sewer nor located within dteright-of-wa or OTHERWISE ~ NOTED. GRAPHIC SCAL
any easement ann. Y E ~ OVERALL 4. ALL FDC(S) AND HYDRANTS TO
BE PROVIDED W o 30 6o UTILIT I TH 5 I N CH 120 ~ Y PLAN
DIAMETER STORZ CONNECTIONS.
5, PROPOSED WATER CONNECTIONS a MUST UTILIZE A SADDLE ~ sxEET
OR APPROVED TAPPING SLEEVE. x ( IN FEET)
6. ALL WATER LIN ~ ES ARE DUCTILE IRON PIPE. I inch = 60 ft. ~
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--a~= _ y I c= , ' ~ i ~ J i ~ v.. r ~ F ~s r , ti ~ ~ ~ a .i ~ ? r f ~ J
L ~ ; t I , , ~ , - - ' ~ ~ REVISIONS Q ~ ~ .f ? a ~ ~ I r ~ ~ p
< I ~ ~ ~ - ~x ? ~ ~ ~ ~ x
~ ~ _ 1s^ ~ ~;,1 , ~ ~ a ~ ~ ` ^ w,.. F ~ ~ ~ ~ _ f ' is f , i t ' 1 t
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_ e ~_T i~~; N ~ 1 ; ~ ST~3~RM~WATER T ~ ~ ~ ,Q~ , , _ ~ 1a- ~ ~ ~ ~ z
3v ~ ~ ~ ~ . - ~ ~ s I i r F ti ACCESS EASEa s A, ~ I ~"i t
~ ~ ~ 60 ti ~ ~ ~ i .r fl , ~ W
~ I . ~ ~ f I N 0.
~ ~ ~ ~ . ~ ~ ,
a s. _ - r _ ~s STC Q
_ _ j ! ~ C ~ ~ PROJECT OS-4034 DATE: 07(27/06
~ / ~ f i ~ ~ - _ 1 ~
w . ~ - A- _ ~ ~ j ~ f t w DRAWN BY: WF CHECKED BY: MS
_ < _ 9, ~ _ y 2 GRAPHICS TITLF C ALE
. _ ' ^ a ~ y --s~i ~ f ~ r STORM WATER
b. _ T ~ f . A~ ~ ,,~.r 7~ m ~ %e~" F _ o ~5 ao gp a i a _ ~ MANAGEMENT PLAN
~ wx~r.e \ l k s ~ ~ DETAIL
BMP
C~JT°~~N ~-UME ~ ' ~ 4 _ r y _ , i ~ ; ~`~IP~RA~P ~ ~ I (IN FEET) ~
' _.,„~,~r - , s ~ ~ , - - 1 inch = 30 ~ SHEET ft. TRUE x _ _
~ t ~ , ° v w ~ m, ~ ~ , ~a _ z.¢r. - . NORTH
0 •

~o~~no 0 ~~~no~ ~
1i C~ N ~i ~i v~ a.~Uo~oo~o ~
a`~'z`°~0.~ o ~
~ ~ a, ~
5 fT _ _ TOP ELEVATION NOTE"S I~ ~ U _ TOP ELEVATION OF STORMWATER _ _ ~ 05._i. 50' MIN_
MIN" - - e' MAx 1-.'57 f~T 1. PU7 SILT FENCE OR TREE PROTECTION FENCE UP ~ "-1 ~ w BUT SUFFICIENT TO KEEP TO ENSURE CONSTRUCTION ENTRANCE i5 USED. Q D X57 WASHED ~ MAX. ~ SEDIMENT ON SITE • r~
VARIABLE AS DIRECSED BY iNE ENGINEER - 4 1800 CU FT/ACRE 5 Fi 1 A STONE ~ ,,J ~,i; o; ~-~r~~r~ 2- IF CONSTRUCTION ON 7HE SITES ARE SUCH THAI ~ ~ + ~ THE MUD IS NOT REMOVED BY THE VEHICLE TRTFJ==
N_4If>~ ~ MAx DESIGN OF SPILLWAYS EXISTING SLOPE `'`;•s'. • ~ ~ ~ ~ ~ LNG OVER THE STONE, THEN THE TIRES OF THE EXISTING SLOPE ~."w"~'~~"Q"-3" STONE TO BE.USED'~?''; 25' OR WIDTH Of VEHICLES MUST BE WASHED BEFORE ENTERING THE I (
MIN. is-t/2 ca. 1. USE FOR DRAINAGE AREAS DRAINAGE AREA WEIR LENGTHI ry w1ERMEnIAtE NOT EXCEEDING 5 (FIVE) ACRES. 'MBEs (ACRES) (FT) FILTER FABRIC EAISTING ~•;i'~ ;,~(SURCE S70NE OR RAILROAD PROPOSED STREET, PUBLIC ROAD. CLASS i RIP-RAP ROADWAY ;„BALLAST ,':~':""M VARIES w;•;, a''I'~•i'~ WHICHEVER IS
Mw. iD cA. FILTER 1 4.0 uNE wtRES 2 EARTH BERM SHALL 8E STABILJZED w/ SEEDING N FE E F RIC AccoRDmc To TRIANGLE sPEaFICATIONS. CROSS SECTION FABRIC z s.o '~1`~.~3::;.tf°':.=•z.a::f:.:.t,: gib: GREATER. j.'4" .-,,.'a' : . 4o- ..wig .
IN AL io Ec o 3 8.0 3. USE CLEAN COMPACTOR FILL MATERIAL fOR EARTH BERM. 4 10.0
GRADE OVERFILL 6" 5 12.0 DESIGN FOR SETTLEMENT 1 DIMENSIONS SHOWN ARE MINIMUM
SETTLED 21„ 77~~ EXISTING SLOPES TOP MiN~ PES N~1i o,.', HEIGHT & WIDTH DETERMINED BY Lim
\ ~ ~ _ E%IST!NG TOPOGRAPHY AND • SEDIMENT STORAGE REQUIRED.
~T u~y 1: AFT IO FT MIN VARIES SLOPE MAX .S KEY RIP RAP INTO THE DAM FOR STABILIZATION. ~
L~1~ C .~2:1 SIDE 5 fT e MAx FILL NEW CONSTRUCTION 35' MIN. 15' MIN. 1
S1EEL POST 1:1 SIDE SLOPE 6 -1 t~~ FILTER jrw1~ wG`dN WIRE FneRlc FABRIC MAX NATURAL sY{ _ 6"-i' 1, EXIS?NG ROADWAY {:qat •
SILT EENCE GEOiE%nLE GASPiC GROUND W iLtAA~~. A°~j•WEtiR;~ i>y1 i~ 7 FT a i~i::~Ai~':~~ ts?'A IR~~~tI ly~y+ KEYED RIP RAP 12" MIN- YlIS""~.• 6" MIN.
d9IE. ~ MIN FILL ROPE , !l.. -USE SILT FENCE ONLY NHEN DRUNAGE AREA ~ . FOR REPAIR OF SM1i 'ih"' 45T wnsHED sroNE ,
GOES NOi EItCEEO t/a ACRE NJO NEVER IN FENCE fAN1AE5, USE AREAS aF cavcENiRn1E0 ELOw _ No sP WASHED noNE MAIN TENAN~E _ ~ FABRIc UNDER sroNE
-ENO Of SILT FENCE NEEDS i0 BE NRNEO UPNF.L FOR ANCHOR WHEN SILT w'w~w~E~e~, ~lC1eYe ' `GRADE fENGE IS PROIECiING J.~eleie~ CATCH BASIN. INSPECT iEMPORAPI SEDIMENT TRAPS AF1ER EACH PERIOD OF SIGNIFICANT AAINEALL. REMOVE SEDIMENT AND RESTORE TRAP i0 ITS ORIgNAL DIMENSIONS 'hHEN 1HE SEDIMENI NAS ACCUMULATED TO ONE-HALF IHE DESIGN OEPiH OF nlE TRAP. PLACE THE SEDIMENT MA7 IS REMOYEO IN
6' MIN. COVFA A DESIGNATED DISPOSAL AREA ANO REPLACE THE CONiAMINAIEO PAfli Of THE GRAVEL FACING. ovER SKIRT ~ REVISIONS EAST _ REVISIONS N~GNSL'OPnE~ OATS DESCRIPTION
REVISIONS CHECK THE E1RlICn,WE FOR DAMAGE EROM EROSION DA PIPING PERIODICALLY CNECk iNE DEPtN OF THE SPILLWAY i0 ENSURE li IS A MINIMUM DATE DESCRIPTION OF 1.5 F7 BELOW ME LOW POINT a< THE EMEANNMEM IMMEDIATELY FILL ANY SEiREMENi OF THE EMBANKMMT i0 SLIGHTLY ABOVE DESIGN RENSIONS nNOHOR SKIRT as io/ee No1E ADOmoN M,H.D DIRECIEO 8Y ENC•1NEEF DATE DESCRIPTION GRADE. ANY ATP RAP DISPLACED FROM THE SPILLwAr MUST BE REPLACED IMMEDIAtEIY. r ~
SiAH1112E INE EMBANKMENT AND ALL 0155URBE0 AREAS AED~E THE SEDIMENI POOL AND DONNSiREAM FROM THE TRAP IMMEOIAIELY Ai q 96 ADD SPILLWAY CNAR7 G NA. DATE DESCRIP110N coesiRUCnoH vnm sEEDINa
3A CHEC TRUCTION ENTRANCE ~ g CONS CHECK DAM
TEMPORARY SEDIMENT TRAP SILT FENCE 1 UPSTREAM END OF STORM DRAIN _ - - STREAM CHANNEL
STANDARD TEMPORARY Bi 5' MAX. yy BANK HEIGHT 1
COARSE AGGREuATE EARTH Flll COVERED BY ~ ~ ~ A 1/2 U:AMETER OF PIPE 6` DEEP ~ LARGE ANGULAR ROCK 1 ~ ~i SURFACE FLOW -
OR 1T NMICHEVER IS 1 z' Mw 7 Mm GREATER ~ ~ ~ I DIVER9GN ~ ` 1, P'
COMPACTED FILTER FABRIC-T ~ ~ .Q. 11 , •L ~ III ;1 11
Ir ° .L y • • i •~~nM~~ ~ 9ufiY B~tTbhi~
STEEP CUT OR FlLL SLOFE - _ ~ ~ ~ 1 ~ 1"T t V II' r L ~ ~ `~L _ _
2'.1 SLOPE ~MAXj _ l ~ ~ ~ - ~ 3!:" EXTERIOR = ~y .L NOTE ALl PARTIALLY COMPLETED STORII~ DRA6NS PLYWOOD
CAPACITY OF PIPE CU'_vERTS ~ I IT , • ~ ,y,. I ¢E DmERNON DrtcH TOGETHER =BANK EGLL fLOS4 ,~;~aXFLOWjt~~t A?, L - Sing L ~~.n~ I~ ¦ SHALL BE PROTECTED AT 7HE END CF
WiH 1EMPORARV SEEDING 11Ee1~ .4 tiya t I aNO EROSION cGN,ROL . i ~ t EARTH FlL'~. COVERED BY ~~F!~' '~':Vt~ LARGE ANGULAR ROCK ~~~~ryry,~~ NEmNC STONE APPROACH SECTION ~ EACH DAY IN ACCORDANCE WITH THESE STEEL FENCE ~ ~b INL_~ PROTFC7IQN DETAILS. 5:1 Max. SLOPE ON ROAD POST (TYP.)
CDARSE AGCRE~A~E 1 UPSTREAM END OF -OV`tRF'J:~ STONE OVER ~ FILTER CLOTH / STORM DRAIN
NOT:S: I 1 ° goo 0 O e e o 0•° t.CLASS B STONE -MINIMUM DEPTH OF 2a"
pQSb op ~6 .°o°o c ~ o o °o uo~.c dOPpOo p ooQgO o 0 0° Qp p° o oe °b°;°°'~ '0' O p e p p b p p 2. uNDEr.CU I FOR STONE P~.ACBAENT SURFACE FLOW 1 t LS YiPE
POSITIVE GRADE '.09, MAX. i ° p o Do_ q, p 0 p C °•0 Goo a 0•p'e p 0°00~ DIVERSION ~ ~ ~ ?I • DIAMETER ••D•: ~'1.'0: ,.1 . N '
UPSLOPE TOE ~ O O p Do•o° o b 0 0 0 0 0 p~0 0 0. O o °°4 N o°°~q p00 •p0,op4~poo 0°•°0 •Od pOOp Oo Fj ORIGINAL STREAMBAN~ ~ WASHED STONE FINER ' ' • 1 ~ ~ •ti .
~ Op°p o p op ,o° ° G p00 P;ppB Op o• °00 p•° o p~. o e b' o e• m D o e SIDE SLOPES ° e'0 0 •poo U° ° p p 0 pQ o 0 0. 0 00 p a0 °p. ° O ACROSS PIPE WLET
2: t (MAx.) \ \ ~D ~o'~a~ap 4a a°aa a°~~p~ Op°Q.p 00° O°.°p ~0 \ \ \ \ ~ PRELIMINARY NOT ~ti ~ti
~ \ \ \ \ \ STONE \ STGNE ( ~ I HARDWARE GLDTH ~ ~ RELEASED FOR
C.at,,atik STEEF CJT OR FILi SLOPE A:v. i«.~ A ;s~ 28'- iti STREAM CHANNEL,:`. REVISIONS REVISIONS 1 7 ~ ll CONSTRUCTION FI111 I: GiOTH DATE DESCRIP?ON
~ MINIMUM I,1'Y ~ T 1AINIAfUM REVISION_ TOP Of BANK - t}^R,L~t~y''t':~'r?a TOP CF 9ANK DATE DESCRIPTION
REVSIONS GATE DESCRIPTION •.iw,app,,.,,wt DATE DESCRIPTION pp~~ ~~~~'~yy rilii
rial E 12 ~ E INLET PROTECTION PLYWOOD AND STON 11 B PIP
TEMPORARY STREi EAM CROSSING 11 A TEMPORARY STR RY STREAM CROSSING OPTION A
H 9 DIVERSION DITC . r..~
L LEGEND ON CONTRA G/ E R O S I EN,IE DETAIL GRADIN wooD F
STANDARD METAL POSTS 2'-3" IN GROUND plANf GWOPY, DRIPIYIE PIANf CANOPY, DRPUNE 4' % 4' WOOD POBIS Y X a' WOOD RA9S
SILT FENCE SF SF SF cALVINIZED ~ ° ~,•,E PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL d U
nARDwARD WIRE TREE PR~TECTIDN FENCE TPF TPF TPF Er'TENDS TO Ul a' F~ 0
ToP of aox DIVERSION DITCH -TD-> TD-) TD- - 1' pa ~ i~M F..~
A ti ~ ^ W ado A I j ~j C/~ ~
- PROPOSED TREELIKE V CL ~1
PREP GRADES MINGR w 7m
PROP GRADES MAJOR A ~ to O ^ ~ PLAN VIEW OF PROTECTIVE FENCING NOTES. ~ U ~ I ~ N
_ _ EXISTING TOPO MAJOR AROUND SINGLE TREE- EXPAND AS NECESSARY PUN NEW (1) d = 1.5 TIMES THE MAXIMUM STONE ~
- EXISTING TOPD MINUR - R BUT NOT LESS THAN 6 Y"'I ~ ~ U Ln DIAMETE a In ~ Z INCHES. in ~ Q
,z• (2) d t= 1~ ABOVE MAXIMUM TAILWATER ~ U ~ ~ x
----~-r.~~~~~~~~ mAOnaa ~o+ 12• ~ CONSTRUCTION LIMITS bNIl~ o 12' OR TOP OF CHANNEL BANK (WHICH- ~ ~ o •y " EVER IS LESS). ~ C~ ~ ~ ~
2 X 4' HOPoZ. WOOD RNLS ~ a+
C~NSTRUCTI~N ENTRANCE FOR SIZE t>F La =LENGTH OF RPRAP APRON. ~ • ~ • (3) o ~ ~ ~ ¢0" FOOTING -SEE NOTE ~ • ~J ~j O O
a 5; ,LASnE .-ONE PLAGED Tc = GRAVEL (CABC) HP.GnT C~ '2"-i8' MIN. ABOV ~~-0~ TOA CF cGA z ~1 b~ sECnoN A-a o " ~ ~
REVISIONS P~RARY SEDIMENT TRAP (TST) ~ 6w~ i v x
DATE DESCRIP110N TEM ~ TRBB pgpTBCT10N AREA 18" ~i
~ IF STONE DIA.> 8", PROYIDE GEOIE%iILE UNOEftIJNER OR pw, M DO NOT BN78R STONE BEDDING MATERNL a ~ L ' )ETAIL 4" (A11N.) #57 WASHED Q t NOTES: FOOTING SIZE
DIMENT BASIN (SB) - PERFORATED PLASTIC FENCE DETAIL INLET PROTECTION 14 SE ~ - DCATCH BASIN YARD STANDAR RISER BASIN PER DETAIL ~ a
WARNING SI N~_ DETAIL PIPE SIZE WIDTH DEPTH 0
OUTLET DISSIPATOR J 15" - 24" B" 12" 24" - 38" 12" 24" 3
TYPE B 36" - 54" 18" 36" -~G'~ PIPE OUTLET TO WELL- DEFINED CHANNEL
INLET PROTECTION ~ _G PtMlf CANOPY, DRIPLINE
U ~ ~O A
g' N/p(, 6' STEEL T POST O o ~ N
,,.•v f ,.I,S, • .r v_ AAIABL AAIABIE AS DRiECTED BY THE ENGINEER ffACTQtY PAINTED) O Od QtANGE, UV RESISTANT, V O p
- TENSILE STRENGTH, O O O PRY BARRICADE FABRIC (TYPICAU w
PLWT B E B ~ IAN aF CANOPf, DRIPLINE d CHANNEL BOTTOM
1NRE l~ t~`. ~ ~ - 1 ~J.-.~~~ .I° LLL L L L L L L L L L L YIN. 12-1/2 CA. _L L L 11NNRREES D a REVISIONS
u1H. to GA m~ ire~1 ua? LLL L UNE WRES L LLL L o' O R O _LLL ~ p O p
Nwrm LLLL z _L L L p1A~, UV RESISTANT, O O~ ~ ~
- ~ w,. L L L L L L L LLLLLL Pa' GH - TENS0.E STRENGTH, ~ O U L L L PRY BARRICADE FABRIC STYPICAL) ~~pO aA
GRADE •g _ PLAN VIEW '`'W A O Ln tWWG
~~lkl ~ ~;)td w~aNCS~v ta. C:
PLAN VIEW OF PROTECTIVE FENCING AROUND SINGLE TREE- EXPAND AS NECESSARY p
~ , -~N w., r. _ NOTESI w
;,i ;r:,. .J .T 1, ALL PLANTS TD BE SAVED SHALL BE 5. SII 1ALL BE 5. SIGNS SHALL BE IN BOTH ENGLISH
PROTECTED BY FENCING AS SHOWN IN AN IN THIS DETAIL, BE HOWN IN AND SPANISH, AND SHALL HE SPACED a BETWEEN 75' AND 100' APART
' ~ ~ 2. CONTRACTOR SHALL INSTALL FENCING FENCING Gt
..itiLJv L PRIOR TO BEGINNING ANY CONSTRUCTION `.rit_ . .w.. N~ ~ OR GRADING ACTIVITY, JSTRUCTION SECTON 8-8 ~ PROJECT OS-4034 DATE: 07/27/06 w
E, R INSPECTION
3, CONTRACTOR SHAFLPROTECTIVEIFENCING N > • T,;I,.. „ ,r~T,1 _JI _ _~r.~~~ ; AND APPROVAL D JE FENCING DRAWN BY: WF CHECKED BY: MS
"~i. ' PRIOR TO BEGINNING ANY CONSTRUCTION DR GRADING, JSTRUCTION CULVERT TREE IF STONE Du> 8", PROVIDE CEOTEXIIIE UNOERLBER OR ~ TITLE
..,i:i •z`-' ' ` 4, PROTECTIVE FENCING SHALL BE LOCATED AT O PROTECTION a" (MIN.) }57 WASHED STONE BEDDING IdAIERNL OUTLET H BE LOCATED AT OR FENCE DETAIL PROTECTION
~ . OUTSIDE DRIPLINE OF TREES AND 1' MINIMUM ' uM'~~yl ~ ~ I. AND 1' MINIMUM x 'CANTS, .'a
_ L Lt~Nit; I ~ OUTSIDE SHRUBS OR OTHER PLANTS 2
J Imo..:. •t I T~ DETAILS a
~~J~ ~ SHEET
i x U
U •
O

~ ~O~v1t0
v Z Z 0
vm W o E„ I -C) SIDEWALK (5' STD.) H fn o N i X i PICKETS - 8" O.C. 4 X 4 ALUMINUM POSTS l~ O O H} ~ ~N~~~
~ ~ ~ 'C . p~ 3 R 6_ A B Q
H Z 05~ T ~ Q'S
~ ~ O oe FJ'~ P~~ ~ U ILITY STRIP 0.01 MIN. Z 1- _ D H O ep ~ ~ ~p DROP CURB 2 DETECTABLE 0.02 MIN. 0.04 MAX. 4" ~ V Z = M~~ p ~ Q~ Cn ~ H~U~? ~ ~rn~
r ~1 ~ U1 0 5Sp ` 5 (STD. 2`-6" CURB WARNING D~tES 0.08 MAX. ~ 0.02 NORM.) H Q C7 ' TT1 O ~ ~y & GUTTER SHOWN) 0.04 NORM.) a, Z LJUH U~ ~ ~ ~ Z ~ ~ 3
Hz~=y DON= eq oc SON= ~ hw 3 o~ Z , ° ~
OQ~n-i ck w Zw = D m aF QQ = L~QQ~=
~'IZD Sl F'VoCOC3 ~ ~ O ~ pFW 9 12'1 MAX. RAMP ~ H U~OU F- H
Z H ~ ~ 2 ~9 ~ i-- - X - ~ f- O w = Z LLJ
OOH M~ .4,, oa ~ H J nt`-~o~ aCOHQ
~ 70 .t\ ~ _ ~ O Q _ ~ z SECTION B B o cn ~ o cn ~
' ~yD ~s s, Z ,H D ~ ? FF ~'lro > Z H ,
V r bo 1- 2 rF • a H O ~ $ r~S SIDEWALK 6 0 3 4 6 0 TOP OF Q f" ~ aH W ~ FENCE CANNOT
~ ELEV OITA N CURB MI CURB CURB ~ w
Z ~ TRANSITION DROP TRANSITION r„ D CURB HEIGHT 8' IN ~
GUTTER •
VARIABLE SLOPES NOT TO EXCEED 12:1 (8.330
SECTION A-A
ISOMETRIC VIEW _
TTi SIDEWALK ~ •
z EXPANSION JOINT O (SEE STD. 848.01) LL 4"
NOTE: A PORTION OF ONE OR 80TH RAMPS
I..{ MAY EXTEND OUTSIDE THE RETURN. d ~ NOTES: Z 3 ~
.Z = 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE H a o
m RAMP FLOOR AS SHOWN ON THE DETAILS. ~ ~ EXPANSION JOINT (n 2. OBTAIN 70`k CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK, W,~ Q SELF LATCHING
m OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RANP. ,,o (SEE STD. 848.01) o'°~ 2 ~ yo ~ ~ ~ GATE N.T.S.
~~,N SEE NOTE 1 ~ n D ~T I o BY PENRITH OR
C ~ Z w~lr GgGl~Fss ~ ~ ~ T v u,° ~ ~ r ~ O U APPROVED EQUAL ~ N U
iii RAMP WIDTH AREA IS VARIABLE N 6FyFl I D ~ ~ ~ ~ ~ Q'~y I EXPANSION JOINT ~ - Q
A I`~ ~ ~ ti~ ~ (SEE STD. 846.01) Q ~ Ry Q m ~ of]
C) v W A W+A+g" X B ~ ~ Z ~ 0 ~ C ~ ~ 0 ~ ~ (Oi ~0) 5' 0,0' 5.8' 5.8' 5.0'* ~ SIDEWALK Z ~ Q 0 ~ ~ CONCRETE S1DE4YALK D2 0
~ BASE DIAMETER 6' 0.0' 6.8' 6.8' 6.0'** I Q J V ~ U CURS ANO GUTIER J
~ z 0.45`R TO 0.70"R , , , I ~ ~ 7 0.0 7.8 7.3 6.5 / ~ W W 3 CONCRETE ~ a 2 0 SIDEWALK
w TOP DIAMETER OF NO LESS 8' 0.0' 8.8' 7.3' 6.5'** ~ ~ W
I"4 ~ THAN 30% TO NO MORE 5' 2.0' 7.8' 7.8' 5.0' THIS PORTION OF RAMPS i a li~ Z ~ ~ .Tr Z ~ Q~ ~ Imo, ~ THAN 65% OP THE BASE 5' 2.5' 8.3 8.1 4.8 MUST FALL WITHIN-~\
~,r ~ ~ u ~ CROSSWALK LIMITS. N DIAMETER i r , r r H 5 3.0 8.8 8.3 4.4 (SEE NOTE 13} i s~cno~ Ar A~ , a~ acs. ~~Rx?NC sr,~ccs ~ 3 :r:.: P,~r~~rNC sr~~~s . , :.r~~~ x~.~~>>
1. ~ J _ 5 3.5 9.3 8.4 4 . \,.~s v
/ ~ 0 ~ 'u) ~ ~ ~ 9.8' 8.8' 3.8' O ~ ~ ~ ~ 5 4.0 Z ..~w`` ROUGH SCORED BROOM ~ 5''
~1 5' 4.5' 10.3' 8 . T 3.4' w J • ~ FlNISN SECTION, DIRECTION ~ PRELIMINARY NOT
5' 5.0' 10.8' 8.9' 3.1' OPPOSITE rO RAMp SLOPE : ~ ~ ' ~ RELEASED FOR ~,..•pQ ~titi~ : r.:.,.
SEE NOTE 1 ~ ~ ~ ; • ~ ~ CONSTRUCTION
0.9" ro G.~' a i.b" Ta 8 = X- (A+9"} 5EE NOTES 1.4" M1N. ~ 2.4" ..~;~~~,,..;.0. w ~
~ B =DISTANCE FROM FRONT EDGE OF SIDEWALK 2, 12 8 17 ~ J~`~~`~~~, TO BACK POINT OF 12:1 (8.330 SLOPE. - pASNED UNE T'0 : ; ,1'.
~ ~ * BACK OF SIDEWALK DROP REQUIRED FOR ALL N INQICATE SLOPE AREA ~`'~•v.:" NOT SCORE JOtNr ~
~ - - ' PRECAST CLASS "B" SIDEWALK SLOPES.
BACK F SIDEWALK DROP REQUIRED FOR PLAN VIEW CONCRETE 0 SIDEWALK SLOPES 0.04. DUAL RAMPS
IEET 1 OF 4 . ,12,.~~~~~~ • 0~0
SHEET 1 OF 4 DETECTABLE WARNING DOMES ANY RADII SHEET 1 aF 4 (40 MIN. FLOOR WIDTH) SSE
84 5 0 4. 5 O rF cuRB CUr a !s B ,
THEN SIDE FLARE "B" IS 72"
MAXfMUM SLOPE 1:12 ° U
25'(MAX) ~ ~ • CURB AND GUTTE ~ U R o
5'(Trn,) (SEE ENGWEERS DETAIL ~ a
ON sNEEr C,~D) ~ ~ c~
w ~
~ . ~ w ~
1/2" PREFORMED BITUMINOUS EXPANSION Q ~ ~o
JOINT MATERIAL {TYP) ~ .w ~ ~ I ~~r
DEPRESSED N ~ ~ N C~IRB a ~ U
o ~n p z
WQ . 3 u_ r u x ~ U
~ ~ ~ ~ ~ ~a
o ~ ~
X >{I x ~ I~ ~ z w ~ ~ ~o o ~
a ~
RESERY~D RESERVED I VAN AGCESSlBLE a ~ UAN ~ i ~ U
PARKING PARKING stGN ° E-+ ACCESSiBI~ I (AS REQUIRED) A
G~_6» CONCRETE SIDEWAUI 3 SCORE JO1N1? D2.4 , ? 3/4" DEPTH X 1/4" WIDTH SIGN ° C' :~`7
CURB ANO GUTTER MAXfMUM R?-8, OR 3
PENAL'T'Y 1 I ~ R7-$A, OR ~ $250 i ; R7-8E
A T ALL PARKING STALLS s"' NOTES: , ~ ~ u
' PLAC A S~C~I~1U AT ALL CONCRETE t) WALKS SHALL 8E ED ON 85% STANDARD PROCTOR COM ACTED SUBGRADE, R7-9 MAXfMUM = Q R7-8D I
SIDEWALK "~s%" ° ~ 2} CROSS SLOPE OF Alt WALKS SHALL 8E f/4 PER FOOT. PARKING STALLS 4 N " „ COLORS: SIGN w
eF. THICKNESS OF CO CRETE SNAIL BE 4 ,EXCEPT AT DRIVEWAYS AND PARKING SPACES WHERE IT SHAtt BE 1HlCKENED ? • ~ UNLESS NOTED OTHERWISE, BE 1HlCKENEO TO 6, LEGEND AND BORDER -GREEN a R7-80 w°
4 FINISHED GRADE $HAtL BE f" 8 OW WALK SURFACE, \ ) EL H~h'ITE SYM$OL ON BLUE BACKGROUND W ] BACKGROUND - WHITL~ R7-~ 00 x
5 CONCRETE TO BE 3000 PS1 d? 2$ DAYS, AIR-ENTRAINED n ~ REVISIONS
' ` ' 8 Att SIDEWALKS SHAH MEET OR EXCEED REQUIREMENTS OF THE CITY OF DURHAM STANDARD DETAl1S AND SPEClFlCAAON 7 SUBGRADE SHALL NOT CONTAIN ORGANIC MATTER OR PLASAC CLAYS. 9 SPECIFlCAAONS. ~ Z ~ ° ~ o
ar, $Q.., ~ , \ ~ . ~ '::.0~: •p , 8 EXPANSION JOINTS SHALL BE PtACEO WHERE SIDEWALKS ABUT DRIVEWAYS FOUNDATJONS OR 0 N '~1,,c . N ) THER CO CRETE CRETE ~ ~ 0 0
NOTES: BEGfNN1NG JANUARY 1 1989 ALL ACCESSIBLE ~ 4" b ~ C1 O o0 ~
. .4 • ~ . ` SMOOTH TRO 1Ni PARKING SPACES (INCLUDING THOSE SPACES ~ ~ o
' : ~'k'..;~'`..'~ • LIGHT BROOM FINISH -SEE PLAN FOR WELED EDGE ~ JO • , `:SL,OPF,,;::~• ~ F` r LOCATIONS D EDGE ~ JOINT" EXISliNG PRIOR rO JULY 1, 1979) SHALL 8E p Q ^ a REQUIRED BY GENERAL STATUTE TO BE ~ ~ ~
GOWN lOEN71F1E0 BY AN R7 8 OR R7 8A SIGN O ~ o
. ;'.1~ 'MAXE'~:... SILICONE CAULKING, COLOR TO fG, COLOR TO R7-8D PENALTY SIGNS ARE ~ ~
MATCH CONCRETE, CAULK TO BE • » " " CAULK TO BE RE4UfRED TO ACCOMPANY ALL ~ SENT SURFACE R7 8 OR R7-8v PARKING SIGNS o
IF CURB CUT A IS 6 , FLUSH W/ PAVEMENT SURFACE THEN SID£ FLARE "8" IS 72" ° ERE£Ta:O AFTER DECEMBER 31, 1990 a
MAXIMUM SLOPE t: r2 R a_` _ _ _ ~i; 1 COMPACTED SUBGRADE a I~.II,_Ili• II~'Ili-Ili (I; I-_,i, I)~ SIGN R7-BE MAY BE USfO 1N PLACE OF RADE SIGNS R7-8/R7-80, Q
-111 II - i-III~III ~,I " 81TUM1NOUS FINISHED GRADE ~ PROJECT OS-4034 DATE: 07/27/06
I~-II ;..-.I{I--III.;.i 7/2 PREFORMED BITUMINOUS t/4" X t" DEEP CONTRO JOINT' ~ ~ ~ ' ~ i ~ ~ EXPANSION JOINT SEf PLANS SEE PLANS w
CURB AND GUTTER TOOLED JOINT IN LIGHT BROOM FlNlSH, FOR LOCATION DRAWN BY: WP CI-IECKED BY: MS
SAWCUT IN EXP, AGGREGATE- SEE 6" X 6" W 1.4 X W t,4 PLANS FOR LOCATION WWf TITLE
F
a
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SCALE: 3I6" = I SGA,L,~:12" a
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12" 5 DOWEL 8' w/SILICONE CALttKiN6 FLUSH W AVEMENT ~ OC /p WITH NONBlNINNG AGENT SURFACE, AT 20'O,C, MAX MAX. 400 S.F
COATEp ON ONE SIpE POUR)
ASP kAI,T PAVEMEA tT PAVEMENT
1 .4040 PSI CON R
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NOTE:
f. DUMPSTER ENCLOSURE CONCRETE COLUAIM CAP x l~ ~ a,
ROUND CONCRETE CAP MUST 8E 6 INCHES MINIMUM Rof~oac B-3 f6" 1. x ~ o / D. STEEL PIPE ~ ~ c~3 ~ m
ABOVE DUMPSTER. COLLAR WELDED TO STEEL POST ~ ~ ~
LOP OF WAIT 0 8'-6" A80VE CONCREn: x / TEE PE z ~ D o
PAD;nE TO TOP OF ADJACENT ENCLOSURE 6" STEEL PIPE, FILL WITH RE ~ HINGE WELDED TO STEEL o , ~ ~
3,000 PSI CONCRETE ENCLOSURE CLEAR SPAN f3' " PAINTED WITH ONE COAT BRICK ROWLOCK ®f5' SLOPE, 1/2 OVER ! ' ' ~ ! GATE FRAAlE SLIP F7T ON POST ~ ~ ( ) ~ MM ~ W R I " ~ N
RUSTOL£UM PRIMER ANO PRO,~'CIED SOLDIER COURSE 8 0.0. STEE1 PIPE POST FlLLED ~ ,S''.,,
TWO COATS SAFETY YELLOW 8" CONCRETE BONG BEAM CORE FILLED PAINT (OR BY OWNER'S Wi1H 3000 P,S,I, CONCRETE x U j o ~a
t-1/2" SLOPE OIRECnON WITH 2 REBAR 2" SQUARE STEEL TUBING
AWAY FROM PIPE o 3/4 W1TN WELDED JOINTS o i
" • ~ 8 CMU, TO 8E PAINTED INSIDE WITH TWO WAIL ~ 10 co gEy~D HASP dr PADLOCK ~
1 2" PREFORMED ~ DUMPSIER BY OWNER vi ~ 12 COATS OF EXIERI R PA / 0 TNT, DARK BROWN BITUMINOUS Q .F.•°.°,:°-~,,, N
EXPANSION JOINT z ~ T N ~ S A DARD MODULAR BRICK CHOSEN BY 1 "X4" BUILT UP P, T. FN.AMF _ a ~ u
REINFORCED CONCRETE PAD OWNER Q
O ~ ° DEFORMED REBAR VERn " j5 CALLY 0 24 I 1"X6" P, T. ATTACHED TO METAL FRAME (PAINT ~ ~ ~ ~ f "X6" AND 1 "X4" TO MATCH 51DINC ~
ar OC ~ ~ w / 0. STEEL PIE w
I I COLLAR WELDED TO S1EEt POST ~ O x
CONCRETE FILL ALL CMU CELLS -r' 1/2" STEEL PIN LATE STOP ~ REVISIONS
- 2G7 " - ~ HORIZONTAL REINFORCING 0 16 OC o
III-111: ~ III=111 ~ a " 0 FfNlSHED GRADE , s,a ~ ~ o ~ a o o,a, 3/4 LD. STEEL PIPE IAIBEODEO IN z
=III _ ! I , > • • I`j ' 1= p 4 . REINFORCED CONCRETE PAD I I i -I I- I - - - ~ -I - CONCRETE AND CONCRETE FOR PIN TO ° --~I _ I
i-~ i 1- III=~ i =111=I IL-I I L~ I II DROP INTO WHEN CLOSED ~ II- II-11 SIN ~
I I I • • ~ • I=I ~ ~ f 2" PREFORME Bf 1UM N D f OUS EXPANSION -1 I i , • ~ 111= _ . _ _ _ ._a _~_-ac, JOnvt a~TH CAULK T A I o ~ 11=~ITI I I- ~ 8-3j16 L0. STEE! P1PE a
J,000 P$1 CONCRETE _ i I 0 M TCH PAVING _ j • -I I 1-~ ~l HINGE WELDED TO SiFEI ~ ip ~ III~~~ GATE FRAME (SLIP FlT ON POST) z
I- ~ . ' ~ ~ ~ _ , . f- FfNISNED GRADE 1= ~ _ _ -~'(~77 ~ ~ 2 COA TS ASPHAI n 1 i- o
~ )M a:~~!'G• nr'ri.,..°l'? M1.. _k' ~N_ °G o '_lll~ C SPRAY REINFORCED CONCRETE PAD w
I = ; -„~-em,M,~,o4~;;•;~; a~-h,g~-~' ,a WAIERPROOFlNG BELOW GRADE ONLY COMPACTED STRUCTURAL ~ _,rvQ,ti I _ I II 300o P.s.r. coNCRErE FOUNDAnoN
SOIL j ~ " ~ ~p5 REBAR 0 32" OC o a
~I 3000 PSf CONCRETE FOUNDAnON A
6" MIN, a PROJECT OS-4034 DATE: 07 27 06 w
~ ~ ~ ~ (4 ~5 REBAR CONTINUOUS 8" 6" 8" ~
i 3'-0" COMPACTED SUBGRADE ~ DRAWN BY: WF CHECKED BY: w MS
TI ~ TLE
B DUMPST x ER GATE
0
C I C E IV• DETAILS
a
_ a ~ SHEET
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v
•

•
1. FOR PROJECTS SUBJECT TO FEDERAL FAIR HOUSING REGULATIONS: cq
RR F~
BE ADVISED THAT THE PROVISIONS OF APPENDIX II OF THE FEDERAL z
FAIR HOUSING REGULATIONS (ACCESSIBILITY GUIDELINES - 24 CFR, ~ E....~
CH. 1, SUBCH. A APP. II) EFFECTIVE MARCH 6,1991 ARE REQUIRED ON
THIS PROJECT. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER ' ~ 54 ~ NC
/BUILDER TO COMPLY WITH THESE REGULATIONS. ALSO BEWARE NC 5~ x
THAT THESE REQUIREMENT ARE BEYOND THE SCOPE OF VOLUME
HC (HANDICAP ACCESSIBILITY) OF THE N.C. STATE BUILDING CODE Z
AND AS SUCH THE BURDEN OF COMPLIANCE IS BORNE BY THE
OWNER/DEVELOPER/BUILDER. l
2. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A SINGLE
ADDITIONAL EASTBOUND TURN LANE ON NC 54 AT NC 751 (AS •
SPECIFIED IN THE DURHAM CITY/COUNTY PLANNING DEPARTMENT, .
STAFF COMMENTS; SUMMARY OF ROADWAY IMPROVEMENTS ITEM #1; .
I-40
DATED NOVEMBER 18,1998), PER CITY OF DURHAM TRANSPORTATION
LETTER, DATED JANUARY 7,1999, DURHAM CITY WILL ASSUME
RESPONSIBILITY FOR ANY NECESSARY SIGNAL MODIFICATIONS, ~ ~'~i~ 1~ • VICINITY MAP (NTS)
INCLUDING RELOCATION OF THE SIGNAL MODIFICATIONS, INCLUDING ~ s•.-;, ~ _ 1 wa ur am m
RELOCATION OF THE SIGNAL CONTROLLER CABINET, IF, AT THE TIME . (~~r; ~
EVE PER'S APPLICATION FOR SITE PLAN APPROVAL, SAID ~ • OFD LO ~tf. ~ ~ •
PARTIES ~ ~ ~ IMPROVEMENTS HAVE BEEN COMPLETED BY OTHER ~ , _ ,,,,~ra~,=~~~
i • N Wfii CF P4G LLC NDER THIS ITEM WILL BE ? ~
DEVELOPER S FURTHER OBLIGATION U 1. FOR PROJECTS SUBJECT TO FEDERAL FAIR HOUSING REGULATIONS:
COMPLETED BY OTHERS. ,~..ir TERMINATED. (THIS WAS PREVIOUSLY ) ~ ~ ~ ~ ~ N ; r,~ ' P6 96P PR 44i ~""--...d. i ~ ~ PM 0716fi-Ob-9006 PIN G71d^61-t8~ NrOt :A96 P6 ~'P« ~~+=~t~ BE ADVISED THAT THE PROVISIONS OF APPENDIX II OF THE FEDERAL
, t.s TRUE
3. PRIG MP . . R TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE NB6'SG'Y2'e ~ • FAIR HOUSING REGULATIONS (ACCESSIBILTY GUIDELINES - 24 CFR,
DE E _ V LOPER IS RESPONSIBLE FOR WIDENING NC 751 TO PROVIDE AN = ~ ' - - - - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ 'FORTH CH. 1, SUBCH. A APP. II) EFFECTIVE MARCH 6,1991 ARE REQUIRED ON
HE PROPERTY ALONG NC 751. - - - - - _ - ADDITIONAL LANE FOR THE FRONTAGE OFT sm, sareu~m R~D - - - ` - - - - - - - - - - - - - - - - - - - - - - ' THIS PROJECT. IT IS THE RESPONSIBLITY OF THE OWNS EVELOPER - - - - - - - _ - - - - - - - - - - - - ' ~ ~ fm~UILDER TO COMPLY WITH THESE REGULATIONS. ALSO BEWARE
PAVEMENT THE DEVELOPER IS ALSO RESPONSIBLE FOR REVISING ~ ' ~ z3 ~ I Ess- A ~
I II MARKING ON NC 751 FOR THE ADDITIONAL LANE, AND TO PROVIDE A a = I - - I ~ c~o-.m a 8• l ~ ~ ~ THAT T ME TARE BEYOND THE P VOL ME
ono--m-aT-7aso a~ HESE REQUIRE N SCO E OF U OB 5t6t/t42 (i~ 3 '31 08) a uNirs a. ~ HC (HANDICAP ACCESSIBILTY) OF THE N.C. STATE BUILDING CODE
LEFT TURN LANE ON NORTHBOUND NC 751 WITH ADEQUATE STORAGE _ _ - ; 'i ~ ~ I cr uer~ cr
S AT THE PROPOSED SITE DRIVEWAYS ~ I _ ~ ~ AND APPROPRIATE TAPER , ~ ~ , . t . za uHi~ ~ ~ ' _ AND AS SUCH THE BURDEN OF COMPLIANCE IS BORNE BY THE s~~ s,~. 3z
' _ IFS ~ ~ ~ ~ ~ ~ ~ OWNER/DEVELOPER/BUILDER. Q ~ ~ ~ , ~ ry.
4. A 20 FOOT WIDE GREENWAY EASEMENT SHALL BE ESTABLISHED ALONG I - _ ~ I ~i ~,zi I ~ ~
THE COMMON PROPERTY LINE WITH THE USA PROPERTY (SOUTH AND _I _ ~ ~ ~ - _ ~ ~ o i i ~ - ti"~ ~ 2, THE DEVELOPER IS RESPONSIBLE FORPROVIDING A SINGLE a
EST BORDERS .THIS EASEMENT SHALL ALSO CONTAIN THE REQUIRED I ~ ~ ' ~ ' W ) - ~ - _ _ - ADDITIONAL EASTBOUND TURN LA N C 4 ~ - _ _ _ ~ ~ NE 0 N 5 AT NC 751 (AS
I d<~ 0 1 ~ BUFFERS. I ~ I ~ BUILDING SETBACKS AND ~ ~ l ~ ~ - ' - . - _ SPECIFIED IN THE DURHAM CITY COUNTY PLANNING DEPARTMENT f~
~ , . f. ~ .a - ~ ~ - - rn STAFF COMMENTS; SUMMARY OF KOADWAY IMPROVEMENTS ITEM #l; w
r VALUATIONS I ~ ~ eMP N3 ~ ~ ~ SLOPES GEOMETRY, LOCATIONS, E , 5. ALL SIZES, MATERIALS, ~ - - - ~ , DATED NOVEMBER 18,1998). PER ~ [TY OF DURHAM TRANSPORTATION
0 I ~ ~ ~ ,ar BMP g5 ~ LETTER, DATED JANUARY 7,1999, DURHAM CITY WILL ASSUME
EXTENSIONS AND DEPTHS FOR ALL EXISTING AND PROPOSED STREETS ~ ~ ~ II = ~ 0.11E awauo PCOI a
AND UTILITIES WATERLINES, SANITARY SEWER LINES AND STORM I I _ ~ = ( _ ~ 112 uw~s , RESPONSIBILTY FOR ANY NECESSARY SIGNAL MODIFICATIONS, N
IGNED TO ~ = ~ ~ ~ DRAINAGE CONVEYANCE SYSTEM) SHALL BE DES ~ I o ~ GRAPHIC SCALE ~ INCLUDING RELOCATION OF THE SIGNAL CONTROLLER CABINET.
STANDARDS I ' ~ ~ , SPECIFICATIONS SET FORTH IN THE DESIGN CRITERIA AND ~ ~ ~ ~ ~ 0 ao ioo zoo ~ IF, AT THE TIME OF DEVELOPER S APPLICATION FOR SITE PLAN v
I , ~ BE SUBJECT TO REVIEW OFTHE PUBLIC WORKS DEPARTMENT AND APPROVAL SAID IMPROVEMENTS HAVE BEEN COMPLETED AND OR
I AND APPROVAL BY THE PUBLIC WORKS DEPARTMENT AT CONSTRUCTION ARE IN THE PROCESS OF BEING C~i~4PLETED BY OTHER PARTIES,
DRAWING SUBMITTAL. I ~ ~ ( tx FEET) DEVELOPER'S FURTHER OBLIGATION UNDER THIS ITEM WILL BE
1 inch = 100 ft. TERMINATED. a
~ ~ BMP #2 a 0
6. THE DESIGNING PROFESSIONAL (A NCPE,NCPLS OR NCRLA - AS REQUIREi1) 17. AN EXECUTED STORM W ATER FACILITY OPERATION AND MAINTENANCE PERMIT a
WILL SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS TO CITY ENGINEERING ,~a~ T BY STORI~i WAT R SERVICES CITY OF DURHAM , PAYME.6T 3. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A FULL WIDTH LANE ~
ION SEE AGREEMENT PREPARED E ) FOR REVIEW AND APPROVAL BEFORE SI ARTING CONSTRUCT ( > ~ OF STORM WATER FACILITY PERMIT FEE ($2,000 PER DETENTIONIWATER QUALITY THROUGH THE NC 751 FRONTAGE (AS SPECIFIED IN THE DURHAM CITY/ °
CONSTRUCTION PLAN APPROVAL PROCESS). NOTE: THE APPROVAL OF Constuction Drawin s re uired. The desi n en ineer (a NCPE} will submit 3 sets of site COUNTY PLANNING DEPARTMENT. STAFF COMMENTS; SUMMARY OF 8 q g g ~
ERPETUAL SURELY FOR THE CONTINUED OPERATION AND MAINTENANCE 1. Constuctil TE FROM SITE PLAN APPROVAL. DEVICE) AND P CONSTRUCTION DRAWINGS IS SEPARA construction drawin s lan & profile if re uired) to Cit En ineerin for review and ROADWAY IMPROVEMENTS, ITEM # l; DATED NOVEMBER 18,1998. g,(P I 9 Y g g
IS RE UIRED PRIOR TO CONSTRUCTION PLAN APPROVAL constructi OF THE FACILITY Q
approval 1 7. EXTENTION AGREEMENT RE UIRED (SUBMIT AFTER SITE PLAN APPROVED BUT BEFORE Q a roval before startin condb-uction. This submittal must be done rior to a 1 in fora PP g P PP Y g ~ 4. A 20 FOOT WIDE GREEWAY EASE1411 ANT SHALL BE ESTABLISHED ALONG N
18. AN AS-BUILT CERTIFICATION. PROVDDID BY THE DESIGN ENGINEERS, IS building I CONSTRUCTION PLANS). CONTACT ENGINEERING DIVISION (560-4326, FAX [phone]) WITH building permit. NOTE. The approval of construction drawings is separate from site plan THE COMMON PROPERTY LINE Wl'1'H THE USA PROPERTY (SOUTH AND o
RE UIRED PRIOR TO ISSU.~NCE OF A CERTIFICATE OF OCCUPANCY. approval. approval. w WEST BORDERS). THIS EASEMENT SHALL ALSO CONTAIN THE REQUIRED ~
INDIVIDUAL INC. CORP. ETC AND TELEPHONE NUMBER OF ENTITY Q COMPLETE NAME ( )
EXTENDING SERVICES TO THE SITE, 19. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES 2. Fire ow BUILDING SETBACKS AND BUFFERS. a Z. Fire ow anal psis re uired. Waterline sizesmay change based on acceptable Erie flow analysis
_ TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO RESUME OF CERTIFICATE OF Contact E Contact En ineerin at 560-4326 to schedule flow test or to obtain currents stem data. g g Y o
8. ANNEXATION PETITION REQUIRED. CONTACT BUDGET DEPARTMENT Qa 560 4111, z 0
OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE > > 'red. Sewer ermit om Durham Coun ~ re uired. ~ 3. Water permit requrred. Sex erg ermit requt p t} q JOB SITE COPY (ON ONE COPY ONLY): A COPY OF THE APPROVED SITE PLAN A
_ N ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND 3. Water per 9. IF A HYDRANT IS PROPOSED A FIRE FLOW ANALYSIS IS REQUIRED. WATER LINE SIZE MAY PLAN AND I Contact Durham County Utility Division at 560-7993. MUST BE ON SITE AND AVAILABLE FOR PERIODIC INSPECTION AND USE a
I INCLUDES i WHERE APPROPRIATE BUT IS NOT LIMITED T0: ADEQUATE Contact I? YSIS. CONTACT CITY ENGINEERING @ 560-4326 TO POLICIES. TH S ) CHANGE WITH FIRE FLOW ANAL DURING CONSTRUCTION TO EVALUATE COMPLIANCE WITH THE APPROVED
TEM DATA, TRANSITION TAPERS ALIGNMENT OF LANES THROUGH INTERSECTIONS, SCHEDULE FLOW TEST OR TO OBTAIN CURRENT SYS n m -41 SITE PLAN. RE UIRED INSPECTIONS WILL NOT TAKE PLACE IF THE JOBSITE
IATED SIGNAGE CURB AND 4, Bac ow SIGNAL MODIFICATIONS, PAVEMENTS MARKINGS, ASSOC > 4. Bac ow Preventor errrut re erred. Contact Department of Water Ma age ent at 560 94. Q COPY IS NOT AVAILABLE AND RE-INSPECTION FEES WILL BE CHARGED.
D ROADWAY IMPROVEMENTS AND Added._ Added. w _ ~
10. WATER AND SEWER PERMITS ARE RE UIRED FOR THIS PROJECT. GUTTER, COORDINATION WITH OTHER PROPOSE Q BIKE LANES. THE APPLICANT ALSO ACCEPTS FINANCIAL RESPONSIBILITY FOR _ ~
- a Q
11. A COMPLETED STORMWATER FACILITY MAINTENANCE AND OPERATIONAL PERMIT ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE
AGREEMENT WITH APPROPRIATE FEES, CALCULATIONS AND DETAILS MUST BE SUBMITTED THESE IMPROVEMENTS AND ANY REQUIRED SIDEWALK CONSTRUCTION. Develo Develo ers: Civil En ineers, Serve or and P g Y
AT TIME OF CONSTRUCTION PLAN REVIEW, PLANS WILL NOT BE REVIEWED WITHOUT Landsca e Architect: ~ P
ATER SERVICES 560-4326 FOR INFORMATION. 20. AN AS-BUILT CERTIFICATION FOR EACH BMP FACILITY PROPOSED EITHER PARTIALLY THESE ITEMS. CONTACT STORMW C n ~ e o a N
OR COMPLETELY WITHIN THE CITY OF DURHAM MUST BE SUBMITTED TO AND APPROVE as e s nc.
12. BACK FLOW PERMIT RE UIRED WITH THIS PROJECT, BY THE CITY OF DURHAM PRIOR TO THE ISSUANCE OF ANY CERTIFICATES OF OCCUPANCY om anles ~ 15401 Weston Parkway, Suite 100 ~
Q 41~ FOR ANY STRUCTURES LOCATED ON ANY PORTION OF THIS SITE THAT FALLS WITHIN THE 410 N. Boy an Avenue, Surte 138 ~ Cary, NC 27513
Ra Raleigh, NC 27603 Michael Surasky, P.E. Project Manager ~
13. A NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED. LIMITS OF THE CITY OF DURHAM. EACH AS-BUILT MUST BE PREPARED BY THE DESIGN T Y Tyler Morris Phone: [phone] Phone: [phone]
ENGINEERING FOR THIS SITE. Fa: Fax: [phone] Fax: [phone]b N
14. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY: em email: tmorrisQa boylancompames.com email: msuraskyQa chashsells.com ~ U
A. PAVEMENT MARKING REVISIONS ON NC 751 TO PROVIDE A LEFT TURN AT 21. CONTRACTOR SHALL NOT COMMENCE ANY LAND DISTURBING ACTIVITIES IN OR NEAR A
THE PROPOSED SITE DRIVEWAY AND LAKE STREAM CREEK, TRIBUTARY OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT
B. A MAXIMUM OF 60 UNITS MAY RECEIVE A CERTIFICATE OF OCCUPANCY WETLANDS UNTIL THE DENR AND US ARMY CORPS PERMITS ARE RECEIVED. Geotecl Geotechnical: Architect: z
PRIOR TO THE COMPLETION OF A SECOND POINT OF ACCESS,
22. THE LARGEST RESIDENTIAL BUILDING SHALL CONTAIN GARBAGE CHUTES FOR USE BY ine esl n ssocla es A
G PERMIT: ENTS AND THAT CONTAINERS AT THE END OF THE CHUTES SHALL BE MAINTAINED AND 90 15. PRIOR TO ISSUANCE OF BUILDIN RESID , 9001 Gleenwood Avenue 125 N. Harrington St.
- FRONTAGE OF THE SITE ALONG NC 751. A NANCE STAFF. MAINTENANCE STAFF SHALL SEPARATE RECYCLABLES FROM Ra Raleigh, NC 27617-7505 Raleigh, NC 26703 z
DEDICATE 20 OF ADDITIONAL R-0 W FOR THE EMPTIED BY MAINTE DING PERMIT. PROPRIATE CONTAINER TO PREVENT F' F. Budd Titlow, PWS Erik Mehlman Architect Project Mana er .o J g
COPY OF THE RECORDED PLAT MUST BE SUBMITTED WITH THE FIRST BUIL GARBAGE AND DISPOSE OF EACH MATERIAL IN THE AP Ph Phone: (919) 8b1-9850 Phone [phone] o ~
ILLEGAL PLACEMENT OR DISPOSAL OF GARBAGE AND RECYCLABLES. Fa ~ N Fax: [phone] Fax: [phone]
16, IN ALL WATER SUPPLY OVERLAYS, WHERE STORMWATER BEST MANAGEMENT PRACTICES
BMP'S ARE RE UIRED TO PROVIDE TSS REMOVAL,100% OF THE IMPERVIOUS AREAS SHALL 23.IN THE EVENT OF COMPACTOR FAILURE, THE OWNER/MANAGER SHALL PROVIDE COLLECTION ( } Q z
BE TREATED BY A BMP. OFNON-COMPACTED GARBAGE AS FREQUENTLY AS NECESSARY TO ADEQUATELY SERVE THE o m A
COMMUNITY AND PREVENT ILLEGAL PLACEMENT OF DISPOSAL OF GARBAGE AND RECYCLABLES. a
- YCLABLES SHALL BE "SINGLE STREAM," WITH 17. COLLECTION OF NON CARDBOARD REC 0 z#~
PIN: 0718-01-07-7850 TAX MAP 428-02-001 ~ ~
COMMINGLED MATERIALS COLLECTEDFROM A SINGLE DUMPSTER. iF THE PROJECT WILL 24, EACH CONTAINER SHALL BE CLEARLY LABELED WITH TYPE OF WASTE RECEIVED. PIN: 071. ooh
USE SMALLER BINS INSTEAD, PLEASE DEPICT THEM. aaQ
Z6~lg 44Z

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1. CITY STORM DRAINAGE EASEMENTS: CENTERLINE OF 30 FOOT WIDE PUBLIC STORM WATER DRAINAGE EASEMENT. 10. A. CITY DRIVEWAY NOTE WHERE THERE IS TO 6 ERE IS TO BE A NEW DRIVEWAY CONSTRUCTION WITHIN ROW ~ U ~ " OF A CITY MAINTAINED 10,26 ACRES ~ ~ 3
OWNERSHIP OF, AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS STREET AS FOLLOWS: A CITY OF DURHAM DRI' DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTION. CURRENT ZONING: RM-16 D F J-B ~ w 3
EASEMENT REMAINS WITH THE GRANTOR. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY, THE SUBMIT PLANS FOR DRIVEWAY PERMIT APPROVA ( / o .NIT APPROVAL TO CITY ENGINEERING DEVELOPMENT REVIEW. AFTER OBTAINING THE PERMIT, ~t ~
EASEMENT AND ACCESS POINTS TO THE EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, PLEASE CALL CITY CONSTRUCTION INSPECTOR F INSPECTOR PRIOR TO START OF CONSTRUCTION AT 560-4326. NUMBER OF UNITS:
WHICH DOCUMENT IS INCORPORATED HEREIN, THIS EASEMENT AND REVISED DECLARATION DO NOT CREATE THE B. STATE DRIVEWAY NOTE WHERE THERE IS TO OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS STREET AS FOLLOWS: NCDOT DRIVEWAY PERMi (HERE IS TO BE A NEW DRIVEWAY CONSTRUCTION WITHIN ROW OF A STATE MAINTAINED 128-160 REQUIRED
PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. 11. ATORNEY'S CERTIFICATE: I _ /EWAY PERMIT REQUIRED PRIOR TO CONSTRUCTION. CONTACT NCDOT AT 560-6854. 160 PROPOSED
2. SANITARY SEWER EASEMENTS: DO HEREBY CERTIFY THAT TO THE BEST OF MY IN MY CAPACITY AS LOCAL COUNSEL FOR BEST OF MY KNOWLEDGE AND BELIEF______________ IS THE OWNER OF RECORD OF MAXIMUM BUILDING HEIGHT = 35'
CITY: CENTERLINE OF 30 FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO TERMS STATED N, AND THAT IS THE OWNE OR OWNER'S AGENT AUTHORIZED TO
IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, EMBANKMENTS TREES OR TRACT OF LAND DESCRIBED HEREON, AND THAI ' SIGN THE DEDICATION STATEMENT PERTAINING T OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. 'ERTAINING TO THIS RECORDING. AS OF THIS DATE, 20__, WATERSHED: CAPE FEAR BASIN, F J-B
3. FOR PROJECTS WITH GREENWAYS: GREENWAY PLAT SHALL BE RECORDED, AND EVIDENCE OF RECORDATION WITH BOOK AND SIGNED /
PAGE NUMBER PROVIDED TO THE PLANNING DEPARTMENT, AT TIME OF FIRST FINAL PLAT APPROVAL OT PRIOR TO ISSUANCE 12. FOR SITES REQUIRED TO HAVE AN ENGINEERED ENGINEERED STORM WATER DEVICE: CONSTRUCTION PLANS WILL NOT BE APPROVED PRIOR
OF A BUILDING PERMIT, WHICHEVER COMES FIRST. TO RECEIVING AN EXECUTED STORMWATER FACit 4WATER FACILITY OPERATION AND MAINTENANCE PERMIT AGREEMENT, PAYMENT OF THE
4. FOR PROJECTS REQUIRING RIGHT-OF-WAY DEDICATION: FINAL PLAT AND DEED RIGHT-OF-WAY TO BE RECORDED PRIOR TO STORMWATER FACILITY PERMIT FEE ($2,000 PER ($2,000 PER ENGINEERED STORM WATER CONTROL), AND PERPETUAL SURETY FOR THE COPPER MILL PARKING (4/13/06)
THE ISSUANCE OF BUILDING PERMIT. CONTINUED OPERATION AND MAINTENANCE 0 5. UNDISTURBED LANDSCAPE BUFFERS: 10 FOOT WIDE UNDISTURBED LANDSCAPE BUFFER. NO CLEARING OR GRADING OTHER THE STORM WATER SERVICES DIVISION OF THE f INTENANCE OF THE FACILITY (SURETY BASED ON FINAL DESIGN OF POND/DEVICE). CONTACT • ON OF THE PUBLIC WORKS DEPARTMENT. RE UIRED:
THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED. 13. SITE LIGHTING NOTE: MEASURES SHALL BE PRO' TALL BE PROVIDED TO PREVENT LIGHT SPILL OVER ONTO ADJACENT PROPERTIES AND GLARE TOWARD
6. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND MOTOR VEHICLE OPERATORS. EXTERIOR LIGHTS :RIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST LIGHT BEYOND THE PROPERTY LINE. 2 SPACES /UNIT=320 •
A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE IN ACCORDANCE WITH THESE STANDARDS: )ARDS: H/C SPACES REQUIRED: 9
AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL A. THE MAXIMUM ILLUMINATION AT THE EDG BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLA E AT THE EDGE OF THE PROPERTY LINE ADJACENT TO RESIDENTIAL ZONING IS 1/2 FOOT CANDLES.
CE UNTIL ALL B. THE MAXIMUM ILLUMINATION AT THE EDGE CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO C. THE MAXIMUM ILLU AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING IS 5 FOOT CANDLES. RECOMMENDED:
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. MINATION AT THE EDGE AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREETIS 5 FOOT CANDLES.
D. THE MAXIMUM HEIGHT FOR DIRECTIONAL 7, FOR PROJECTS THAT HAVE WATER/SEWER EXTENSIONS: IRECTIONAL LIGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED TO INSURE THAT NO 1 SPACE / 100 SQ,FT. POOL SURFACE = 18 10RIZONTAL LINE PARALLEL TO THE GROUND, SHALL BE 25 FEET. 1 SPACE / 5 UNITS FOR VISITORS = 32
A. ALL CONSTRUCTION SHALL CONFORM TO LATEST CITY OF DURHAM STANDARDS, LIGHT IS EMITTED ABOVE A HORIZONTAL I THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LI SECTIONAL LIGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO
B. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM ENGINEERING DEPARTMENT SHALL BE E .INE PARALLEL TO THE GROUND, SHALL BE 12 FEET. THIS MUST BE VERIFIED BY FIELD SURVEY TOTAL = 370
REVIEW AND APPROVED THE CONSTRUCTION DRAWIN PRI ITTIN T MITTEDABOVE A HORIZONTAL LINE PARALLE GS OR TO SUBM G HEM TO THE STATE FOR APPROVAL. (BY USE OF PHOTOMETRIC SURVEY) PRIOR TO 1 8. OWNER'S CERTIFICATE; THE UNDER SIGNED OWNER OF THE PROPERTY LYING WITHIN THE ATTACHED PLAT AND SUBDIVISION PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED. METHODS TO ACCOMPLISH THIS
MAY INCLUDED, BUT NOT BE LIMITED T0, HORIZ HEREBY CERTIFIES THAT HE/SHE ORDERED THE WORK OF SURVEYING AND PLATTING TO BE DONE, AND THAT ALL PUBLIC REDU TI D T0, HORIZONTAL LAMPS, SHIELDING OF LAMPS, REDUCTION IN THE NUMBER OF FIXTURES,
STREETS ALLEYS EASEMENTS AND OTHER OPEN SPACES SO DE IGNATED UPON AT AR H CON OF WATTAGE OF BULBS, ETC. > S SIAD PL E EREBY DIDECATED FOR 14. LAN ETC. PROVIDED:
SUCH USE AND THAT ALL PUBLIC AND PRIVATE EASEMENTS SHOWN UPON SIADPLAT ARE HEREBY GRANTED F DSCAPING/C.0. STANDARDS NOTE: ALL LAt` OR THE USES COMPLIAN fE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF
STIPULATED. CE 350 REGULAR
9. SIDEWALK NOTE WHERE THERE IS TO BE SIDEWALK CONSTRUCTION WITHIN ROW AS FOLLOWS: THE LOCATION OF THE 15. LANDSCAPE RE-INSPECTION FEE: EACH LANDSi EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A 11 ACCESSIBLE (INCLUDING 2 UNDER BUILDING) $100 + 4% TECHNOLOGY SURCHARGE, EACH SUBSEQUENT RE-INSPECTION WILL INCREASE ~11t
SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS RE-INSPECTION FEE, STARTING AT $100 + 4% " REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM BY $100 +4% (EXAMPLE 1ST - $104, 2ND - $ 1~ )4, 2ND - $208, 3RD - $312, ETC). PAYMENT MUST BE RECEIVED BY THE DURHAM TOTAL = 361 (PROVIDED}
ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 FOR APRE-CONSTRUCTION CONFERENCE AND FIELD VISIT CITY COUNTY PLANNING DEPARTMENT PRIOR TO JT PRIOR TO RE-INSPECTION, '~~~~°°~,°°`®p~'~~~~
PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK. 16. TREE PROTECTION NOTE: TREE PROTECTION FEI a°~~;,. OTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR SPACES (TYPICAL) ~~,~R
ISSUANCE OF A GRADING PERMIT AND SHALL IN ND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH AS FOLLOWS: 9' WIDE X 18' LONG °
"NO TRESPASSING/TREE PROTECTION AREA/PRO N AREA/PROHIBIDO ENTRAR ZONA PROTECTORA PARA LOS ARBOLES". AISLE WIDTH - 24' /
17. ROOT ZONE PROTECTION AREA: EQUALS ONE F DUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTI NG TREES, OR SIX FOOT ~
RADIUS, WHICHEVER IS GREATER. NO DISTURBA PROTECTION FENCING AND WARNING SIGNS. VO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE ~i ~ ~fl°~~ E -
18. JOB SITE COPY: A COPY OF THE APPROVED SI SIGNS. ~ ~ APPROVED SITE PLAN MUST BE ON SITE AND AVAILABLE FOR PERIODIC INSPECTION AND ~
DURING CONSTRUCTION TO EVALUATE COMPLIANT USE ~E COMPLIANCE WITH THE APPROVED SITE PLAN, REQUIRED INSPECTIONS WILL NOT TAKE PLACE PRELIMINARY NOT
IF THE JOBSITE COPY IS NOT AVAILABLE AND R. .ABLE AND RE-INSPECTION FEES WILL BE CHARGED.
RELEASED FOR
CONSTRUCTION
.
SHEET C0.0 COVER
SHEET C0.1 GENERAL NOTES SHEET 1 OF 2
SHEET C0.2 GENERAL NOTES SHEET 2 OF 2
SHEET C1.0 EXISTING CONDITIONS Q U
~ ~ SHEET C1.1 LAND DISTURBANCE TREE SURVE ~ Z
Y U SHEET C2,0 OVERALL LAYOUT a ~
a SHEET L2.0 LANDSCAPE PLAN ~
SHEET L21 LANDSCAPE PLAN ~ ~ v~
~ ~ SHEET L2.2 LANDSCAPE DETAILS ~ ~
SHEET C3.0 OVERALL GRADING PL ~ Q ~ ~ o
AN ~ ~ ~ SHEET C3,1 z ~ ~ ~ r
OVERALL STORM DRAINAGE PLAN ~ N
SHEET C4. a ~ ~ ~ 0 OVERALL SEDIMENT & EROSION W ~ p ~ z
CONTROL PLAN x ~ U~~
SHEET C5.0 OVERALL UTILITY PLAN Q U ~ ~ ~ ~
SHEET C6.0 STORM WATER MANAGEMENT ~ ~ x o • ~ ~
PLAN, BMP ~ ~ ~ z z ~ ~ °
SHEET C7.0 LIGHTING PLAN o ~ N
SHEET C9.0 DETAILS ~ ~
SHEET C9.1 DETAILS ~ ~ a ~
SHEET C9,2 DETAILS o V a
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REVISIONS c
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PROJECT OS-4034 DATE: 07J27(06 w
W x DRAWN BY: WF CHECKED BY: MS
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GENERAL
a NOTES Q
SHEET l OF 2

N SHEET
x v

~S~mo~ 0
EXISTING SURVEY LEGEND: x ~NSo y
Q(TG AERIAL TARGET SEEDING SCF :DING SCHEDULE ~ ~ ~ z ~ ~ L
JUNCTION BOX © CABLE TV BOX
LL LANDSCAPE LIGHT ANGLE ANGLE IRON CATCH BASIN
SHOULDERS, )ULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) ~ R
LP LIGHT POLE AXLEQ AXLE co CLEANOUT .DATE.TYPE.P • • fE.TYPE.PLANTWG RATE ~ ~ ° 3
. ~ 3 3. 15 - NOV. 1.TALL FESCUE.300 LBS/ACRE ~ w 3
BENCH MARK .AUG. 15 - NO' MAILBOX /PAPER BOX CURB INLET
.NOV.1 -MAR V. 1 -MAR. 1.TALL FESCUE.300 LBS/ACRE
-t LL 0 COMPUTED POINT p DRAINAGE MANHOLE Mw ~ MONITOR WE O ZZI R ABRU ~BRUZZI RYE.25 LBS/ACRE
ECM® CONCRETE MONUMENT p DUCT BANK .MAR.1-APR R. 1 -APR. 15.TALL FESCUE.300 LBS/ACRE w
PH PAY PHONE D
CONTROL .JUL. 1 -AUG. CONTROL POINT PP~ POWER POLE ~ ELECTRIC MANHOLE 1 -AUG. 15.TALL FESCUE AND.125 LBS/ACRE
BROWNY( BROWNTOP MILLET.35 LBS/ACRE
~H 0 DRILL HOLE E ELECTRIC METER S SANITARY MANHOLE ~ OR SOUGI 0 OR SOUGHUM-SUDAN HYBRIDS.30 LBS/ACRE
cs? GEODETIC MONUMENT PTIC MARKER SHOULDERS, )ULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1) ~ ;
SHRUB Fo Q FIBER 0
. DATE.TYPE. F TE.TYPE.PLANTING RATE
TION HT?0 HUB AND TACK 100.0+ FINISHED FLOOR ELEVATION s C SIAMESE CONNEC .MAR.1 -JUN, R. 1 -JUN. 1.SERICEA LESPEDESA (SCARIFIED) .50 LBS/ACRE
IPFQ IRON PIPE FOUND FH 0 FIRE HYDRANT .,AND...MAR. SG Q SIGN ? ID...MAR. 1 -APR. 15.ADD TALL FESCUE.120 LBS/ACRE
BPS 0 IRON PIPE SET ..OR .MAR.1- ~S SIGNAL BOX FP FUEL PUMP t .MAR. 1 -JUN. 30.ADD WEEPING LOVEGRASS.10 LBSlACRE
.JUN.1 - SEP. ~RF 0 IRON ROD G GAS METER V. 1 - SEP. 1.***TALL FESCUE AND.120 LBSlACRE x
SB-1 ~ SOIL BORE ~ BROWNY( BROWNTOP MILLET.25 LBS/ACRE
' ATION NL~ NAIL GAS GAS VALVE ..***OR SORG 100.0+ SPOT ELEV B OR SORGHUM-SUDAN HYBRIDS.30 LBS/ACRE.
PK • PK NAIL .SEP.1-MAR HEAD 0 • GATE POST SR SPRINKLER O P. 1 - MAR. 1.SERICEA LESEDESA (UN-SCARIFIED).70 LBS/ACRE
..AND TALL FE ID TALL FESCUE.120 LBS/ACRE
PM ® PUNCH MARK G GROUNDING ROD ~ STORM PIPE .NOV.1-MAR V. 1 - MAR. 1.ADD ABRUZZI RYE.25 LBSlACRE
OLE RBF Q REBAR • GUY WIRE CONSULTER TELEPHONE MANN VSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION
PIKE SERVICE FOF 2VICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
PEDESTAL RSFQ RAILROADS iv INDICATOR VALVE ~ TELEPHONE ~ ALTERNATIVE 'ERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE '~~iy~~~daa
sK ~0 STAKE sCV IRRIGATION CONTROL VALVE TF TRANSFORMER 8 VEGETATION
.iETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL a -~~~e,/i
~ BOLLARD CONDITIONS. TT ~ TRANSMISSION TOWER NDITIONS. OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ~'~~~"'~`'~~;•~s%
***TEMPORAf a~ ~V ~EMPORARY -RESEED ACCORDING TO OPTIMUM SEASON ~ ~
cv BOX CULVERT TREE FOR DESIRE[ 2 DESIRED PERMANENT VEGETATION. DO NOT ALLOW ~
i~Cs~=,~a~w~z°°~
UNDERGROUND BOX TEMPARY CC ~1PARY COVER TO GROW OVER 12-INCHES IN HEIGHT ~'~°~~`y
BEFORE MOU =ORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. J'e~~~p~~~~y~o~
UT Q PRELIMINARY NOT
UNDERGROUND TELEPHONE MARKER UNKNOWN MANHOLE UTILITIES RELEASED FOR
PROPOSED CONSTRUCTION
~ VENT PIPE
H WA TER VALVE
W WA TER MANHOLE BLOWOFF ASSEMBLY WITH VALVE
0 WATER METER 0-~ AIR RELEASE VALVE/MANHOLE .
wS® WATER SPIGOT ~ FIRE HYDRANT ASSEMBLY SEEDBED PR
tiY0 =DBED PREPARATION Q
1) CHISEL CO Wve WATER VALVE REDUCER :HISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL COND OIL CONDITIONS, IF THEY OCCUR. AFTER ALL ROUGH GRADWG IS COMPLETED.
WT WATER VAULT TEE TILL SOIL A ILL SOIL AREAS TO BE SEEDED AND PLANTED TO A DEPTH OF FIVE INCHES. ~ ~ z a
wE wELL 2 REMOVE A CROSS 2EMOVE ALL LOOSE ROCKS, ROOTS, DIRT CLODS, AND OTHER OBSTRUCTIONS ~
LEAVING G WF-10 WETLAND FLAG EAVING GROUND SURFACE SMOOTH AND UNIFORM. O ~
'O PREPARE UNIFORM SEEDBED, WCORPORATE AGRICULTURAL LIME, FERTILIZER ~ T~
BLIND FLANGE OR TEMPORARY CAPPING 3) TO PREPA L YH ~ YARD H YDRAN T
AND SUPEf ND SUPERPHOSPHATE INTO SOIL AREAS TO BE VEGETATED. DISK NUTRIENTS ~ ~+1 ~
YARD INLET RESTRAINED JOINT INTO SOIL JTO SOIL UNTIL WELL PULVERIZED. _ ~ ~ A ~
4 SEED ON f TEED ON PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR r a ~
BC BACK OF CURB CULTIPACk ULTIPACK. APPLY TEMPORARY SEEDING TO SOIL STOCKPILE AREAS THAT WILL ~ `n o ¢ z
~ PROPOSED MANHOLE x x CHAIN LINK FENCE
BE DISTURI E DISTURBED WITHIN 30 DAYS. APPLY PERMANENT SEEDING TO WHERE FINISH ~ ~A ~ ~ ~ ~ ro
CREEK GRADES AI PROPOSED STORMWATER TRADES ARE ESTABLISHED. _ ~ • ~ 3 ~ z
5) MULCH IMI ~AULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID ASPHALT AT ~ r"~ ~ ~ ~o _
EC EDGE OF CONCRETE TORM WA TER CURB INLET
® S 400 GALL./~ 00 GALL./ACRE OR EMULSIFIED ASPHALT AT 300 GALL./ACRE ~ ~ x ~
ED EDGE OF DIRT N BOX 6) MULCH AL JB STORMWATER JUNCTIO MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW AT 90 LBS./1000SF AND U ~
AVEL SPREAD UP PREAD UNIFORMILY. GROUND SURFACE SHOULD BE VISIBLE TO ALLOW SUNLIGHT a Z
EG EDGE OF GR
13A STORMWATER STRUCTURE NUMBER PENETRAT EP EDGE OF PAVEMENT 'ENETRATION. o
7 MULCH AR v1ULCH AROUND SHRUBBERY AND TRESS WITH SHREDDED HARDWOOD TO A DEPTH OF
R OPTIC LINE FES-FLARED END SECTION Fo FIBE 3 INCHES. INCHES. ~ Q~
AFTER WORK IS COMPLETED AND AREAS ARE STABILIZED, CALL EROSION CONTROL o
RIP RAP DISSIPATOR 8) AFTER WC GL GAS LINE
OFFICER F~ n GUARD RAIL RIP RAP DISSIPA TOR )FFICER FOR SITE INSPECTION AND RECEIVE CERTIFICATE OF COMPLETION. ~
VEL SPREADER REMOVE A wi rH LE tEMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INSTALL RIP-RAP, o
r OVERHEAD ELECTRIC AND SEED ,ND SEED AND MULCH ANY REMAINING BARE AREAS.
PERMANENT DRAINAGE DITCH REVISIONS
_ = OVERHEAD TELEPHONE 0
PROPOSED EROSION CONTROL
PROPERTY /LEASE LINE ~i
PROPERTY LINE (NOT SURVEYED) TEMPORARY SILT BASIN
RIGHT-OF- WA Y
TEMPORARY ROCK PIPE - - - ROAD CENTERLINE INLET SEDIMENT TRAP
8
SS SEWER LINE TEMPORARY INLET PROTECTION ~a
SHRUB LINE TEMPORARY CHECK DAM PR07ECT M: 05-4034 DATE: 0]/27/06
SF SF TEMPORARY SILT FENCE DRAWN BY: WF CHECKED BY: MS
TREE LINE TITLE
ERGROUND ELECTRIC TD TD TEMPORARY SILT DITCH uE UND a GENERAL
UT UNDERGROUND TELEPHONE TD ' TD ' TEMPORARY DIVERSION ~ NOTES
SHEET 2 OF 2
TEMPORARY TREE PROTECTION UG UNKNOWN UNDERGROUND UTILITY
~1-,.,~'~`n CLEARING LIMITS SHEET
WL WATER LINE
C0.2
0 o WIRE FENCE WHEELCHAIR RAMP 0
WOOD FENCE