20030410 Ver 1_COMPLETE FILE_20030328

Sungate Design Group, P.A. ENGINEERING • LANDSCAPE ARCHITECTURE • ENVIRONMENTAL
915 Jones Franklin Road • Raleigh, NC 27606 • Phone [phone] • Fax [phone]
April 28, 2003 r4e
Mr. John Dorney, Supervisor 0
NCDENR-DWQ, Wetlands/401 Unit ? ?3
2321 Crabtree Blvd. / "
Raleigh, NC 27604-2260 ?tt'ff? 1 ?n,t11 ??Z?( IV 7
Re: 401 WQC for Yates Mill County Park - Phase 3, Lake Wheeler Road, Raleigh, NC
DWQ Project No. 03-0410
Dear Mr. Dorney:
This letter and the attached project construction plans are provided to comply with Condition #1
(Diffuse Flow - Review) of the 401 WQC approval letter for the above referenced project, dated April 15,
2003 (per my conversation on April 25, 2003 with Mr. Bob Zarzecki of your office). The project consists of
the installation of a pedestrian boardwalk across Yates Pond, a pedestrian boardwalk across a wetland
area immediately upstream of the pond and an overlook deck across the pond milldam from the existing
mill. The boardwalks and deck will be elevated above the existing pond and/or ground surface, except for
the connections to grade at the approach end of each structure. Planned structure approach pathways
will be constructed of materials, which are not impervious to stormwater infiltration. The impacts to
buffers have been minimized by restricting the area and methods of structure installation. Disturbed
areas will be stabilized and restored with riparian vegetation. Diffuse flow at non-erosive velocities
presently exists within the project boundaries and the proposed construction will maintain that condition
during and following construction activities. No concentrated stormwater discharge points will be created
by this project.
Please contact me if you have questions or need any additional information for your review and
approval of this submittal.
Sincerely,
SUNGATE DESIGN GROUP, PA
"_ /X? ?0 ? ? , r
Charlie Musser, Jr., RLA
Cc: Tim Maloney, Wake County Facilities Design & Construction
p
'uA APR 2 .9 ?003
IN1IERQYi UTYSEC RON
attachments
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
April 15, 2003
County of Wake
Facilities Design & Construction
Attn: Mr. Timothy Maloney
P.O. Box 550
Raleigh, NC 27602
DWQ Project No. 03-0410
County: Wake
Page 1 of 2
Subject Property: Phase III, Yates Mill County Park, Lake Wheeler Road, Raleigh, NC
Smith Creek (Yates Mill Pond) [03-04-02, 27-43-5-(1.5), WS-III NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
Dear Mr. Maloney:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise
impact 0.061 acres of wetlands and 5,187 square feet (ft) of protected riparian buffers for the purpose of constructing the
boardwalks and viewing decks at the subject property, as described within your application dated March 20, 2000 and
received by the Division of Water Quality (DWQ) on March 28, 2003. After reviewing your application, we have decided
that the impacts are covered by the N.C. DWQ General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit 42 when issued by the US Army Corps of Engineers (USACE). This
letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC
2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before
you go ahead with your project including (but not limited to) Erosion and Sediment Control and water supply regulations.
Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be
given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total
fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation
may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification and any additional conditions listed below.
Conditions:
1. Diffuse Flow (Review)
An additional condition is that stormwater shall be directed to flow in a diffuse manner at non-erosive velocities
through the entire protected stream buffers without re-concentrating. Additionally, a stormwater management plan for
this project shall be provided to this Office before any of the impacts approved herein are conducted. The plan shall
specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the
protected buffers as described, above will be achieved.
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands
Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a
hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse
riparian buffer protection rule as described within 15A NCAC 26 .0233. If you have any questions, please telephone John
Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Attachments: Certificate of Completion
GC 3402
Pim .,
cc: Kr issna D. Briggs, Hal Owen & Associates, Inc., P.O. Box 400, Lillington, NC 27546
DWQ Raleigh Regional Office
File Copy
Central Office
DWQ # 03-0410
Date: April 15, 2003
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P. 0. Box 400, 266 Old Coats Road
Lillington, NC 27546
Phone [phone] / Fax [phone]
E-mail: [e-mail]
20 March, 2002
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, NC, 27699-1650
Reference: Yates Mill County Park Phase III
Neuse River Buffer Impacts
Dear DWQ Specialist,

WETLANDS/ 401 GROUP
MAR ? ?,103
WATER QUAUTY WIN

River buffer approval is sought to impact 3,859 square feet in zone I and 1,328 square
feet in zone 2 of the Neuse River buffer for construction of an overlook and two boardwalks on
the pond at Yates Mill County Park. The site is located on the western side of Lake Wheeler
Road and on the northern side of Yates Mill Pond Road and Penny Road, Swift Creek Township,
Wake County, North Carolina. Enclosed please find the preconstruction notification and
supporting documents that have been prepared for this phase of the project. I trust that this
provides all the information that you require to issue river buffer approval. If you have any
questions or need additional information, please feel free to contact me at your convenience.
Sincerely,
Krtsstna D. Briggs
Environmental Scientist
CC: Tim Maloney, Wake County Facilities Design & Construction
Charlie Musser, Sungate Design Group
Soil Science Investigations 9 Wetland Delineations. Permittine. and Consultinv
„F WATF?

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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. Anny 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 Pen-nit or Individual 401
Water Quality Certification. The USACE Individual Pen-nit application form is available online at
http://www.saw.usace.anny.miI/wetlands/Penn-app.htm.
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 http://www.saw.usace.an-ny.miI/wetlands/re-gtour.htm, or contact one of the field
offices listed at the end 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
http://l12o.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
Pen-nit requested. In some cases, written approval for some 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 also 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 the last page of this application).
Page 1 of 12
LAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). 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, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.miI/wetlands/nwpfina]FedRei,, 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 5475 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 http://h2o.ehnr.state.nc.us/ncwet]ands/fees.htm1. 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
Office Use Only: Fonn Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
Fj Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 42 (WQC #3362)
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: County of Wake, Facilities Design & Construction
Mailing Address: Attn: Timothy Maloney
Post Office Box 550
Raleigh, NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent Infonnation (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:_ Hal Owen & Associates, Inc.
Mailing Address: PO Box 400
Lillington, NC 27546
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: halowen(a,intrstar.net
Page 3 of 12
III. Project Information
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 1 I 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: Yates Mill County Park Phase III
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Raleizh
Subdivision name (include phase/lot number): na
Directions to site (include road numbers, landmarks, etc.): northeastern side of the
intersection of Lake Wheeler Road (SR 1371) and Penny Road (SR 1379)
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
mostly wooded with some existing structures and foot trails, area is used for education and
recreation.
7. Property size (acres): 157.7 acres to lease boundary
8. Nearest body of water (stream/river/sound/ocean/lake): Yates Mill Pond and UT
9. River Basin: Neuse
(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/.)
Page 4 of 12
10. Describe the purpose of the proposed work:_ enhance existing nature trails with the addition
of boardwalks and viewing decks along the pond.
11. List the type of equipment to be used to construct the project: typical construction
equipment
12. Describe the land use in the vicinity of this project: agricultural and residential
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.
11 September 2002, DWQ Project No 02-0051 Major Variance Approval for Neuse Buffer
impacts for Yates Mill County Park Phase IIA
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: Additional features (piers and does) around the pond are planned for future phases
but final designs are unavailable at this time
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, pennanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
E. Boardwalk #1 mechanized clearing 0.050 fringe wetland
W. Boardwalk #I mechanized clearing 0.005 fringe wetland
E. Boardwalk #2 mechanized clearing 0.006 fringe wetland

... 'I mt,u,., 1CPa1aLC y arU MUMly Icmpulary Impacts. impacts meruac, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: na
Total area of wetland impact proposed: 0.061 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent'?
(please specify)
na

lwl Jl CaCll Il 1paCL acNalalcly allu Iucnuly Ieulporary Impacts. impacts include, but are not limited to: culverts and associated rip-rap,
darns (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.inapquest. coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: na
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map) *
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
na

--- ---- ----.----- --r-----.? ....- .--_.....? ._...,,.,. ?,? •...t.w?.?. .???l,u??? uw?uuc, vu? a[c nut nln l[CG CO: 1111 CX CavahOll dredgltl Q,
flooding, drainage, bulkheads, etc. , ,
`
4. 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): E] uplands [] stream F-] 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.):
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.
The boardwalks and mill overlook will be constructed on piers over the open water to
minimize disturbance and attached to the bank landward of the wetlands where possible
Page 7 of 12
VIII. Mitigation
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 March 9, 2000, 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 NCWRP 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/strmgide.html.
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.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three 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):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
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 F1 No
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 [-I No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No 0 If you answered "yes", provide the following information:
Page 9 of 12
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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3,859 3
2 1,328 1.5
Total 5,187
?••,••,, -,., .., . f,11I'll -ui'- "I nvni nciu u.uIK VI cnanncl; Gone L exfenas an
additional 20 feet froth the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stornwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The proposed impervious acreage is 2.266 acres out of 157-70 acres MIA) or 129.88 acres
without Yates Mill Pond (%1.7)
XII. Sewage Disposal (DWQ Only)
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.
onsite subsurface sewage waste disposal
XIII. Violations (DWQ Only)
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 F? No
Page 10 of 12
XIV. 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).
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
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
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Fax: [phone]
US Fi5
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Cumberland New Hanover Scotland
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
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
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAn'IA 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 Pcrquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Tr out 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
Page 12 of 12

4 March 2003
Ms, Amanda Jones
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Property Description:
Yates Mill County Park
Lake Wheeler Road, Raleigh
Wake County, North Carolina
I,?o"i1-t?.?,.,1 • I?F?t-eNlC- as owner/agent for the above referenced
property, authorize the US Army Corps of Engineers to enter the subject property for the purpose
of wetland delineation review
I also authorize Hal Owen & Associates, Inc, to act in my behalf as my agent in
processing applications for wetland certification and/or permits,
?lV • _
Si nature
i?J / 0
Date
09119102 THU 09:13 TEL [phone],5
OFWAr?9
? r
O Y
PAC nssr.cv a CONSTR.
e0o1,
tltbhaer !I. Easip>
oovemo•
dyigiaTn G. Rosi, Jr„ Secretary
Dapartmert of Ei vironment and Naturai Fasounrea
Alan W Kii Ank, P.E, Dlractor
Dtvislon cf'Nafor Quality
Septemb3r 11, 2002
DWQ Project No. 02-0051
County of Wake Wake County
Facilities Design & Construction
attn. Mr. PIV Stout, Director
337 Salisbury Street
Raleigh, NC 27601
Subject Property: Yates Mill County Park, Phase IIA Improvements, Lake Wheeler Rt I, Raleigh, NC
Swift Creek (Yates Mili Pond) (03.04-02, 27-43-5-(1.5). WS III & NSW]
MAJOR VARIANCE APPROVAL per the NEUSE RIVER RIPARIAN AREA PROTECTION RI lLE (15A NCAC 213
.0239(9)1 w/ ADDITIONAL CONDI'T'IONS
Dear Mr. StOUt:
You havo our approval, in accordance with tre attached conditions and thoao listed below, to pi ace impervious su-tace
within 4,022 square f Sat of the riparian buffers for the purpose of developing the proposed park a.s descr!bed Wthin your
Major Variance Request presented to the Water Quality Committee (WQC) of the Environment, I Mam?gement
Commission (EN1;;) on September 1 ' , 2002. This letter shall also act as your Mgjor Variance a :Yproval as dt.-c'd9d by the
WOC or September 11, 2002 a.-d descr bed within 15A 14CAC 25 0233(9)(c). In addition, you should obtain or otrlerwisa
comply with any other required federal, ,;ta:e or local perrrM3 before you proceed with your prof- fct ncluding (b,Jt not
limitec I)) Secli, rent and Erosion Cnntiol and Nun-DischaigN. This approral is only valid for tll purpose and design that
you described in your Major Variance. If ,you change your projoct, you must notify us and you n gay be required to send us
a new appliication and reques' a new Nfa,or Variance approval through the WQC. It the prupert ' is sold, the new owne,-
must be given a copy Of this Cartificarion and approval and is thereby rosponsibla for cornptyfnC with all conditions.
if yo:, do not accept any of the mrdit;ons of this Major Variance Approval, you may ask for the, .:II EVC to r9vi9w your
variance request. YOU mus'send us a request for thin review in writing within 50 days of the da,6 tnat you receive this
letter. If you do not accept any of the condi'lons of their review, you may ask for an adi.,adicator, haari,ng. To asK for a
hooting, send a written petition which conforms to Chapter 150E of the North Carolina General itatutes to 'he Office of
Administrative Hearings, PO Box :.7447, Raleigh, N.C. 2761 1.7447. This Major Variance Apprc val and Its conditiors are
final and Ulnoing unless you dsk for a hoan-,g.
This letter completes the review of tt-a DiIrsion of Water Quality undor the Nause River. Ripanar 13utfer Protaotion Rules
(15A NCAC 26 ,0233). Please call Bob zarzecki at 919-733.9726 if you haye any questions or require, Copies of our rtes
or procedural materials.
Post-It' Fax Note _ 7671 D&I pt+yt??
To Pro
CoMepc CO.
cew
Phone r Phonb 0
Fax I r Fax k
Cc: Steve Mltchell,•DWQ Raloigh Regional Off ioe
Pile Copy
Central Files
Sincerely,
I n imelc, E.,
Ire o , DWQ
North Carolina DitAafon of Water 0JAlity, 401 weHenda CerlTcraWr% Untt-
4650 Mal SorvIce Cantee, Raleigh, NC 27699-1650 (Mating Address)
2321 Crabtroo Blvd., Ralegh. NC 27604.2280 (t..oazi im)
910•133.1786 (phone), 919.7M-W93 (lax), httpl/h2o.enr.statn.rc.uslncwatl2tidO

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SECTION OF PROPOSED PAV515ST SPE IFIGATION
\ ?A\
HI6HLAND LAKE ROAD \
\ r
Not to Scale \`\\ \ State of North Carolina mss=lm me
\ Henderson County, Hendersonville Twsp. e
f AI h
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' SITE PLAN FOR LEFT TURN LANE ON
'
GRAPHIC SCALE HIGHLAND LAKE ROAD AT HIGHLAND
LAKE DRIVE
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Radius - 189.68' '
Arc Length - 5307'
Chord Length - 5290' / (a wueq
Chord Bearhrg - 555*75'28'W
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/ 55028'00 101.87'
A
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Rados - 89213'
Arc Length - 99.77' Wo=
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Lbard Bearing - N64974)E N?tK ?~w
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w o 1s b ea im
IN mm
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err ow
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Hende
Flat Rock F Not to Scale
Location Map
Afl that conservation easement trod located on the eastern margin of
Highland Lake Road (SR. 1783) between Highland Park Drive (SR. 1823)
and Highland Lake Drive (SR. 1825) and more particularly described as
follows:
Commencing at a Rad Road Spike in the intersection of Highland Lake
Road and Highland Park Drive and running 50346'19 E for o distance of
34.05 feet to a calculated point on the right of way of Highland Lake
Road, thence running with Highland Lake Rood on a curve to the left with
a chord bearing and distance of S5535'18W, 5290' (R-189.68,-
AL-5307') to the Point of Beginning; thence mnnhg S50'28*00E tan a
distance of 101.87 feet to a calculated poht thence S3992'00'W for a
distance of 8d00 feet to o calculated point thence N87V18'41'W for a
distance of J7.72 feet to a calculated point thence S897552'W for a
stance of 49.02 feet to a cdculaed point thence N063447W for a
distance of 7165 feet to a cdcalded point thence N4743'38'W for a
distance of 23.23 feet to a calculated point thence a curve to the left
with a chord bearing and distance of N64V I'41 Z 99.72' (R-892.1J;
AL-99.77) to the point of beginning.
Easement -tahs 0.J2 Aces more or less.
NOT FOR RECORDATION
State of North Carolina >ts W- Wma
aermts e LAW SUPIEW
Henderson County
Hendersonville Twsp. 281 a,dAE EAST
, EEIE)BEAlY M MG 28M
(dffi) 687
fat
CONSERVATION EASEMENT rEfxAraaar """'"
RDi DffD Bat( ?"?"'?
TO: CAROLINA MOUNTAIN LAND CONSERVANCY TAX MAP
FROM: HIGHLAND LAKE, INC. PARTY rsetr 811

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PROFILE FOR PROPOSED 60-INCH CULVERTS
20
20

E XISTING , GRA )E

15
15 I 30" IN
000 P OPOS D GR ADE
- I

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' 10
10
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5
5
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-------
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-------

--

--- -
----- -- --
OF 3 LF F 60 INCH RCP 00.04M
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FINAL DRAWING
For review purposes only O O
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+ +
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INVERT OUT 0.86
?
HORIZONTAL 1* =89
VERIICAL 1 .=4'

NOTES:
1. REFER TO DEMOLITION PLAN AND GRADING PLAN FOR ADDITIONAL REQUIREMENTS.
2. CONTRACTOR TO SALVAGE NCGS BENCHMARK CAP AND RETURN IT TO THE ROSE GROUP, INC.
3. EXISTING CURB INLET SHALL BE REMOVED.. CONTRACTOR SHALL SALVAGE CURB INLET GRATE AND RETURN TO THE CITY OF JACKSONVILLE.
4. CONTRACTOR SHALL HAVE THE OPTION OF UTILIZING VERTICAL TRENCH WALLS SUPPORTED VIA PILES OR OTHER APPROVED METHODS, OR BY CUTTING
BACK THE SIDE SLOPE TO A MINIMUM OF 1.5:1 (H: V). ALL VERTICAL SUPPORT METHODS MUST BE DESIGNED,: SIGNED AND SEALED BY A REGISTERED
PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NORTH CAROLINA.
5. 60 FT EXISTING EASEMENT (30 FT ON BOTH SIDE OF CULVERT CENTER LINE) ARE THE LIMITS OF CONSTRUCTION.
6. MAXIMUM PAY WIDTH FOR PATCH PAVING SHALL BE 60 FT. PAYMENT WILL BE MADE FOR THE ACTUAL AMOUNT OF PATCH USED TO THE NEAREST
SQUARE FOOT.
7. PROJECT DATUM: HORIZONTAL-NCGRID NAD 83
VERTICAL-NAVD 88
ALL DISTANCES ARE HORIZONTAL GROUND AND ALL COORDINATE VALUES ARE GROUND.
8. PROPOSED 8" WATER LINE SHALL BE INSTALLED AT MIN. OF 30" BELOW EXISTING GRADE.
9. TEMPORARY SLOPE DRAINS SHALL BE INSTALLED DURING THE EXCAVATION.
10. ALL MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PREVENT LIVE OR FRESH CONCRETE FROM COMING INTO CONTACT WITH WATER IN MILL
CREEK UNTIL THE CONCRETE IS HARDENED.
11. CONTRACTOR SHALL DETERMINE THE BEST MEANS AND METHODS TO INSTALL TEMPORARY SERVICE TO BYPASS THE BASE FLOW AND THE STORM
WATER FROM UPSTREAM TO DOWNSTREAM OF THE MILL CREEK DURING THE CONSTRUCTION OF THE NEW CULVERTS AND HEADWALLS.
12. CONTRACTOR IS EXPECTED TO UTILIZE MEASURES TO MINIMIZE THE DISTURBANCE TO MILL CREEK. SUCH MEASURES MAY INCLUDE MATS OR OTHER
MEASURES APPROVED BY THE ENGINEER. IF MATS ARE UTILIZED, THE MATS SHALL BE SIZED TO ADEQUATELY SUPPORT THE CONTRACTOR'S EQUIPMENT
AND MINIMIZE IMPACTS TO THE CREEK.
YATES MILL COUNTY PARK
WAKE COUNTY, NORTH CAROLINA
WAKE
BOUNTY
?-
JULY U
voen Not To Scale
VE77-AND TRA-?
y BOARD'i
Phase HI
PARS ENTRANCE
?hnae L'
I
I
I
AM?HITIiEA"ER -
Phase HI
I
i
ENVIRONMENTAL
EDtICA770N DECK
Future Ph4SQ
LITTORAL S'M.D'f AREA
Complete - - -
0??'fDOpR "LASSR?:UN
WAKE COUNTi
30LID WASPE
CONTAINER STTE
N,SU RESEARCH
'rIE D LABORATORY
VIrIAL EVPNT )V?RrWV PAAK:NI:I
Phase II
POND SOARDWAIh }1
Phase ID 'Ai
Yr:SI; ut,7 OpR
REMARCI{ AREA
h 11
EDUCATION f
RESEARCH CEN"ER
---
---
Phase V
':NDERKA-ER
RESEARCH BERMS
-
-
:amplete
HISTORC 'f ATE:: MII
--?-
Phew HA
?EDE5TR AN URIDGF:
?hnye j -- -
VILL OVER:.OOK
Pia.-se III

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Y ST-' [ILL
COf:'GTY P..,k _
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Paleigh. Nar'h ?:er9,::.n

P4 RK - T-'1-l?l SL 1 1 I ? -?\ v ?H ? cec
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TEMP, Sl=_DIMENT RIPARIAN
FENCE SEED MX
1-1 l L t,. _7?l : CZ Lb?.l` / ? 1 tt\.`11, •,/ , ? /• r
RIPAPIAN
1 1 i f / \_
SEED t
WETLANDS
\,??
hf%? LIMIT +rJ? „
.?.• ,iii
?•. ?l - ,??. LIMITS OF
s, - + DISTURBANCE
2 _ - +
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? PROTECTION FE
(1) C- _ , -
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(3) PC
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1137-02084 z
i DRAWING NAME
~ .T.~~- MILL OVER~.,~K YMCP302MP01
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i = - Pha~c 1!~ ~ - _ ~ DATE:
2 26 03
~ / • ~ REVISIONS:
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PREPARED z I, BASE DATA.. AND PHASING INFORMATION OBTAINED FROM MAPS
AND PROVIDED BY WAKE COUNTY FACILITIES DESIGN CONSTRUCTION. co
MP=l
~ FINAL DESIGN NOT RELEASED FOR CONSTRUCTION fell r

p~o~ Q ~ N
B~ ~%~RDWALK #I ~ O ~ N rn
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I. SEE DETAIL SHEET C-12 FOR LANDSCAPE MATERIAL INSTALLATION I. OBTAIN SEDIMENTATION AND EROSION CONTROL PLC -ONTROL PLAN APPROVAL I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT STATE ~ Y ° x
0 2. INSTALL TEMPORARY DIVERSION DITCHES, SILT FENC AND LOCAL STANDARDS AND REGULATIONS AND THE SPECIFICATIONS OF Q Q S, SILT FENCE, SEDIMENT ~ ° THE APPROPRIATE GOVERNMENTAL AGENCY, NCDOT, THE CITY OF ~ _
~ DETAILS, SEEDING SPECIFICATIONS AND MAINTENANCE. O BASINS OR OTHER MEASURES AS SHOWN ON THE API ON THE APPROVED PLAN. ~ RALEIGH, WAKE COUNTY, AND SUNGATE DESIGN GROUP, P.A. ~ ~
THE E DEVI E . ~ w ° S C S z
~ 2. VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST GLEAR ONLY AS NECESSARY TO INSTALL THESE DEVIL ~ 3. CALL FOR ON-SITE INSPECTION BY THE ENVIRONMEf ENVIRONMENTAL 2. EXISTING UTILITIES ARE SHOWN FOR RELATIVE LOCATION ONLY. THIS o ~ ~
SHALL BE RESPONSIBILITY OF THE CONTRACTOR. INSPECTOR TO OBTAIN APPROVAL. PLAN IS NOT A COMPREHENSIVE INVENTORY OR AS-BUILT SURVEY OF THE ~ Wrn
b~'8~°888B8 ;~Ba tsb, ~ 4 B IN IN AN R BBIN MAINTAIN EVICE; EXISTING CONDITIONS. - ~ Q J LAIN DEVICES AS NEEDED.
PARKING ~ 3. PINE STRAW MULCH AT 4-5 INCHES OF DEPTH OR DOUBLE ,`~IaREDDED ~ EG CLEAR G D G U G D ~ rn~~
LOT ~ M NAT 2- IN NE F EPTN HALL BE CON11N ROUGH GRADE SITE, HARDWOOD ULC 3 C S 0 D S UOUS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION ANDIOR 1l.Jl-~l RELOCATION OF ALL UTILITIES IN COORDINATION WITH THE APPROPRIATE
~ AREAS UNDER PROPOSED TREES AND SHRUBS. THE LANOSGAI 'F_ 5. BEGIN CONSTRUCTION, UTILITY AGENCY OR COMPANY. THE CONTRACTOR IS REQUIRED TO CALL
CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCS II I ECT TO 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FIB ~T UP TO FINISH GRADE THE "ONE CALL CENTER" BEFORE DIGGING, I-800-632-4949.
FIELD VERIFY MULCH AREAS PRIOR TO MULCHING. WITH VEGETATION, ETC....
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREA D ALL AREAS ARE -~1C ><w:>>.!?'`°~' 4, THE PROJECT SITE IS IN THE SWIFT CREEK WATERSHED. ~
4. REMAINING DISTURBED AREAS TO BE SEEDED AND MULCNEI ? WITH STABILIZED COMPLETELY, CALL FOR INSPECTION BY EI =CTION BY ENVIRONMENTAL
STRAW. (REFER TO PERMANENT SEEDING LIST ON SHEET C-12~. INSPECTOR. 5. TO MINIMIZE DAMAGE TO EXISTING TREES, THE CONTRACTOR WHEN_ ~
8. IF SITE IS APPROVED, REMOVE ALL TEMPORARY SE YATES MILL POND REQUIRED SHALL CUT, RATHER THAN TEAR ROOTS. ~ ~PORARY SEDIMENT FENCE. W ~
5. PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZE`, AT INSTALL PERMANENT EROSION CONTROL MEASURES, AEASURES, STABILIZE ANY b. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE ~
PLANTING, WHERE CONTAINER AND NT. SIZES ARE INDICATED f OR A RESULTING BARE AREAS, UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION O
i ~ SrEeP Hr« 9. WHEN VEGETATION NAS BECOME ESTABLISHED, CAI CREEK SINGLE SPECIES, BOTH SIZE REQUIREMENTS MUST BE MET. BLISNED, CALL FOR FINAL PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE 2~ ~ 2O 4O 6O z
SITE INSPECTION BY THE ENVIRONMENTAL INSPECTOR. FENCING SHALL BE REMOVED PRIOR TO FINAL INSPECTION FOR THE CO. ~ .~``~'~~~rCArrr~''~n INSPECTOR. OBTAIN ~M r~rr Rp~
6. EXISTING UTILITIES ARE SHOWN FOR SIZE, MATERIAL TYPE AND APPROVAL. U' OR'o`'' ''~%rN'',
Q RELATIVE LOCATION ONLY, THIS PLAN IS NOT A COMPRENEN: ,NE 7. ALL WORK WITHIN BUFFERS, WETLANDS, AND WATERS OF THE US WILL , .4' '0F ;
~ ~P INVENTORY OR AS-BUILT SURVEY OF THE EXISTING UTILITIES BE IN A R AN E WITH N ENR- W AND U ACE PERMIT CON ITI N . ~ ~ ~ 9= = cco D c cD D O s a o s 401 =
~l ~~AR SCALE I =20 0 = :r ~ - 8. ALL WORK TO BE IN ACCORDANCE WITH NCDENR-LOS APPROVED PLAN
~ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE Lc ~!,`ATION AND STANDARDS. Z ~'''~rr~r„`~
W '~r,;`S A, M
Q AND/OR RELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THE Z /tp nnn~~ 9. ALL DISTURBED SLOPES MUST BE STABILIZED WITHIN 15 WORKING DAYS ~~,i 0
APPROPRIATE UTILITY AGENCY OR COMPANY. F O/ OR 30 CALENDAR DAYS OF THE COMPLETION OF ANY PHASE 0 O ; a C " ; .L
CONSTRUCTION. ALL OTHER DISTURBED AREAS MUST BE STABILIZED Z
8. EXISTING SITE FEATURES ARE SHOWN FOR RELATIVE LOCA I ION ONLY. T T WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS OF THE COMPLETION W n - OF ANY PHASE OF CONSTRUCTION ~ ~ °7,~ t.~ DATE
NOT TO SCALE THIS PLAN IS NOT A COMPREHENSIVE INVENTORY OR AS-BUILl SURVEY +y
OF THE EXISTING SITE FEATURES. 10. LIMIT OF CON TRUCTION SHALL EXTEND 10' FROM EITHER SIDE OF ~ S S
BOARDWALK OR TO LIMITS OF DISTURBANCE AS SHOWN ON PLANS. ~ `''`~rr~~~rrr'~'' ~ ~,~``~qM ~~~ARp~''~.,,
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PLANT SCHEDULE -BOARDWALK #1 II. CONTRACTOR SHALL LIMIT IMPACT TO THE WETLAND AREA AS SHOWN r ; ~
PLANT LIST ON THE PLAN, IN COMPLIANCE WITH ALL PERMIT CONDITIONS. = 9' ~ - = 935 =
BOTANICAL NAME COMMON NAME SIZE HEIGHT REMARKS QUANTITY SYMBOLS O y
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TREES Q ''%,,qM B, ~ rpmnyt
ILEX VERTICILLATA'SPARKLEBERRY' SPARKLEBERRY WINTERRI RRY 7 GAL 3 IV D ~ t X ~
MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 10 GAL 1 MV NYSSA SYLVATICA BLACK GUM 1.5" Caliper 1 NS ~ ( f
OXYDENDRON A80REUM SOURWOOD 10 GAL 1 OA 1
PLATANUS OCCIDENTALIS SYCAMORE 1.5" Caliper 2 PO LL v W ~ c' ~ DATE
0
SHRUBS W
CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 3GAL 2 CO CLETHRA ALNIFOLIA 'RUBY SPICE' RUBY SPICE SWEET PEPI'I IZBUSH 3GAL 5 CA
EUONYMUS AMERICANUS HEARTS A BURSTIN' 1 GAL 1 EA _
RHODODENDRON CANESCENS PIEDMONT AZALEA 1 GAL 3 RC W 1 ~
RHODODENDRON VISCOSUM SWAMP AZALEA 1 GAL 3 RV ~ #
0 rY Y
HERBACEOUS MIX ELEOCHARIS OBTUSA BLUNT SPIKERUSH 1 OT 15 0 J
IRIS VIRGINICA'CONTRABANDGIRL' CONTRABAND GIRL IRIS 1 GAL 3 Q z _ 3
JUNCUS EFFUSCUS SOFT RUSH 1 OT 12 0 ~ - ~
SAURURUS CERNUUS LIZARD'S TAIL 1 OT 6 U ~ ~ Q
0
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~ ~ I 0 1137-02084 I~~
- i I - ( ~n DRAWING NAME
a) N ~ I ! z i , I , YMCP303CD03
r ~ I~ .
i TEMP. TREE ~ 1 I DATE. c-~2 PROTECTION FENCE ! i
W.S. ELEV.=292.7' I ~ Q 2 26 03 ~ ~
- LIMITED CONSTRUCTION ~ ~ ~ 1 -REVISIONS:
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NOT RELEASED FOR C?NSTRUC t N
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I. OBTAIN SEDIMENTATION AND EROSION CONTROL PLAN APPROVAL, I, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ONCE WITH CURRENT STATE ~ z ATION OF I. SEE DETAIL SHEET C-12 FOR LANDSCAPE MATERIAL INSTALLATION ~ Z ° x
r -1 I IT NES SILT FENCE, SEDIMENT AND LOCAL STANDARDS AND REGULATIONS AND THE f 2. INSTALL TEMPORARY DIVERS ON D C A A ENCY NCDOT, TNI AND THE SPECIFIC S F AND MAINTENANCE. ~ Q ~ NCDOT, THE CITY 0 DETAILS, SEEDING SPECIFICATIONS
V THE APPROPRIATE GOVERNMENT L G BASINS OR OTHER MEASURES AS SHOWN ON THE APPRO ED PLAN K NTY AND SUNGATE DESIGN GROUP, ~ RALEIGH, WA E COU , ;IGN GROUP, P.A. ~
Q CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. A N WN IN THE PLANT LIST ~ W O N 2, VERIFICATION OF TOTAL QUANTITIES S S 0
~ 3. CALL 0 0 2. THIS PLAN IS NOT A COMPREHENSIVE INVENTORY OR O F R N-SITE INSPECTION BY THE ENVIRONMENTAL =NTORY OR AS-BUILT SURVEY z z
~ INSPECTOR TO OBTAIN APPROVAL. OF THE EXISTING CONDITIONS. SHALL BE RESPONSIBILITY OF THE CONTRACTOR. ~ o = c~
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ~ J ~
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE I ~~~8d~8B8 .g ~ ROUGH GRADE SITE. aR ees°` 'ARKING RELOCATION OF ALL UTILITIES IN COORDINATION WITH TE E FOR THE LOCATION AND/0~' 3. PINE STRAW MULCH AT 4-5 INCHES OF DEPTH OR DOUBLE SHREDDED ~ TION WITH THE APPROPRIATE HARDWOOD MULCH AT 2-3 INCHES OF DEPTH SHALL BE CONTINUOUS f~
~ ~ ~ 5. BEGIN CONSTRUCTION. UTILITY AGENCY OR COMPANY, THE CONTRACTOR IS RI 'ACTOR IS REQUIRED TO CALL AREAS UNDER PROPOSED TREES AND SHRUBS. THE LANDSCAPE
L~ E ~ I-800-632-4949.
~ 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE THE "ONE CALL CENTER" BEFORE DIGGING, I-800-632-4 CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT TO
~ WITH VEGETATION, ETC..., T AND ALL AREAS ARE 4. THE PROJECT SITE IS IN THE SWIFT CREEK WATERSNI FIELD VERIFY MULCH AREAS PRIOR TO MULCHING. {I--- " :K WATERSHED.
7. WHEN CONSTRUCTION IS COMPLE E
STABILIZED COMPLETELY, CALL FOR INSPECTION 8Y ENVIRONMENTAL MI E DAMAGE TO EXISTING TREES, THE CONTF 5, TO MINI Z ACTOR WHEN NED WITH W THE CONTR 4. REMAINING DISTURBED AREAS TO BE SEEDED AND MULC
INSPECTOR. REQUIRED SHALL CUT, RATHER THAN TEAR ROOTS. ROOTS. - ~ ~ STRAW. (REFER TO PERMANENT SEEDING LIST ON SNEET C 12). - ~ ~ ~=z'~ `
8. IF SITE IS APPROVED, REMOVE ALL TEMPORARY SEDIMENT FENCE. MAINTAINED ON THE SITE uJ ~
TA L PERMANENT EROSION CONTROL MEASURES, STABILIZE ANY b. THE TREE PROTECTION FENCE SHALL BE MAINTAINED INS L UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SI 5. PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT ~ ~NE FINAL SITE INSPECTION
YATES MILL POND RESULTING BARE AREAS. RTIFICATE OF OCCUPANCY (CO) IS SC Y (CO) IS SCHEDULED. THE PLANTING. WHERE CONTAINER AND NT. SIZES ARE INDICATED FORA 0
B I HED CALL FOR FINAL PRIOR TO THE CE 9. WHEN VEGETATION NAS BECOME ESTA L S ~ FENCING SHALL BE REMOVED PRIOR TO FINAL INSPECTI( AL INSPECTION FOR THE CO. SINGLE SPECIES, BOTH SIZE REQUIREMENTS MUST BE MET. Z `\,alulunl,,,~~
~ SITE INSPECTION BY THE ENVIRONMENTAL INSPECTOR. OBTAIN I' STEEP MCE CREEK 7. ALL WORK WITHIN BUFFERS, WETLANDS, AND WATER ~ \\~~~,~N CAQ~
APPROVAL. AND WATERS OF THE US WILL . EXI TING UTILITIES ARE SHOWN FOR SIZE, MATERIAL TYPE AND (9 ~ OQ;o``'~S+"`'%,~ti''%
BE IN ACCORDANCE WITH NCDENR-DWQ AND USACE PE '~D USACE PERMIT CONDITIONS. 6 S ~ ` ~ AAA ' 9 ' A MPRENENSIVE ~ ' ~ `P F = ' RELATIVE LOCATION ONLY. THIS PLAN IS NOT CO v7 .q -
_ -4! A= = NR-LOS APPROVED PLAN INVENTORY OR AS-BUILT SURVEY OF THE EXISTING UTILITIES ~ ; 401 _ NCDE 20 ~ 20 40 ~
8. ALL WORK TO BE IN ACCORDANCE WITH NCDENR-LQ 0 0= "s~~:9 "~c
P AND STANDARDS, 0 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE LOCATION ''/mna``
9. ALL DISTURBED SLOPES MUST BE STABILIZED WITHIN I WITHIN 15 WORKING DAYS ~ ~~''n,~ A. ZED AND/OR RELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THE
~ OR 30 CALENDAR DAYS OF THE COMPLETION OF ANY ON OF ANY PHASE OF MPANY. ~ Z ~ ~ ~ ~
e CONSTRUCTION, ALL OTHER DISTURBED AREAS MUST E EAS MUST BE STABILIZED APPROPRIATE UTILITY AGENCY OR CO BAR CALF ~ -2O 0 ; ~ S -
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS OF 1 ~ T E OMPLETION O DAYS OF N C ' RE MOWN FOR RELATIVE LOCATION ONLY. Z
OF ANY PHASE OF CONSTRUCTION 8. EXISTING SITE FEATURES A S W
T 10. LIMITS OF CONSTRUCTION SHALL EXTEND 10' FROM MPRENENSIVE INVENTORY OR AS-BUILT SURVEY ~ `7 ~ Cs`3 oA>E THIS PLAN IS NOT A CO 10' FROM EITHER SIDE OF AT RE ~
BOARDWALK OR TO LIMITS OF DISTURBANCE AS SNOWI WN N PLANS. OF THE EXISTING SITE FE U S ~ E AS SNO 0
NOT TO SCALE ~ ``~~It111Ui1,1 Z o°~ ~ ~ARO~~''~.
Ii. CONTRACTOR SHALL LIMIT IMPACT TO THE WETLAND IE WETLAND AREA AS SHOWN 0 ,,,.o~.~~,,,llll,,,,<r
ON THE PLAN. CONSTRUCTION IN THE WETLAND AREA LAND AREA SHALL BE Z ; 2,•`` ~D~p'~y9 F,
PERFORMED FROM THE COMPLETED BOARDWALK SURF )WALK SURFACE. - ' 9; A ~ _ 935 _ QED FROM THE WETLAND ARE T CHEDULE -BOARDWALK #2
MECHANICAL EQUIPMENT SHALL BE EXCLUDED FROM Tf PLANS
SURFACE, PLANT LIST z 1~~`•~'~0
12. CONSTRUCTION ACCESS WILL BE FROM THE NORTH I COMMON NAME SIZE HEIGHT REMARKS QUANTITY SYMBOLS ~ i.,~~(j'nlnll``~v~~` THE NORTH END OF THE BOTANICAL NAME Q ~ B, N N~o`
BOARDWALK. ALL CONSTRUCTION TRAFFIC WILL BE RE WILL BE RESTRICTED TO THE ~ 1"""""" ~ )
AREAS SHOWN ON THE PLAN. FINAL ACCESS ROUTE V CONSTRUCTION = ROUTE WILL BE FLAGGED TREES ` _SS RED MAPLE 1.5" Caliper 1 AR t~
IN THE FIELD BY THE PROJECT LANDSCAPE ARCHITECT ACCESS LOCATION ARCHITECT TO MINIMIZE ACER RUBRUM - GAL 1 CC = ~ CARPINUS CAROLINANA IRONWOOD 10
TO BE DETERMINED BY DAMAGE TO EXISTING TREES. EASTERN RED CEDAR 10 GAL f JUNIPERUS VIRGINIANA _ 1 JV ~ z.. one
PROJECT LANDSCAPE SOURWOOD 10 GAL 1 OA 0 J OXYDENDRON ABOREUM
ARCHITECT (SEE SHEET W
C-14 FOR TEMP. ACCESS SHRUBS
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o ° ~ PROJECT # ~ mil Q ~ ~ ~ - CONTRACTOR TO TIE
~ ~ ~ ~ TIN o 1137-02084 (D CC ~ - B~ ARDWALK ELEVA 0
° ~ ~ RADE In WING NAME T~ EXISTING G DRA P Z
~ ~ YMCP303CD06
(D JV ~
• ~ DATE: A
' Q 2 26 03
~ ~ REVISIONS:
~ ~
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TEMP. EE ~
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N~ SE 8 ~ 20 . N~~ uJ
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WITH RRENT TATS UCTION SHALL BE IN ACCORDANCE CU S Y o
T IN IMENTATION AND ER SION CONTROL PLAN APPROVAL. I. ALL CONSTRUCTION SNAI I. OB A SED 0 AND LOCAL STANDARDS C T N ARD AND REGULATIONS AND THE SPECIFICATIONS OF ~ z Q Q A D S Q~~
2. INSTALL TEMPORARY DIVEF?SION DITCHES, SILT FENCE, SEDIMENT THE APPROPRIATE GOVER( 0 IATE GOVERNMENTAL AGENCl , NCDOT, THE CITY OF
Q BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. RALEIGH, WAKE COUNTY, ~ _ COUNTY, AND SUNGATE DE,.I~ G OU ~ 20 0 10 20 30 ~ N
0 ~ CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. ~o Zzo~
~ F R ON-SITE INSPECTION BY THE ENVIRONMENTAL 2. EXISTING UTILITIES ARE ~ 3. CALL 0 PLAN IS NOT A COMPRENE ILITIES ARE SHOWN FOR RELATIVE LOCATION ONLY. THIS _ ~ - T RVEY F THE ~ ~ _
INSPECTOR TO OBTAIN APPf~~OVAL EXISTING CONDITIONS. ~ COMPREHENSIVE INVENTORY ~ R AS BUIL SU 0 c~ W~ )ITIONS.
4. BEGIN CLEARING AND GRUE~BING. MAINTAIN DEVICES AS NEEDED. ~ ~Q~ BAR SCALE I =10 ~
e:>asawe,e ,b ~ ee aa' PARKIN~> ROUGH GRADE SITE. 3. THE CONTRACTOR SNAL 4CTOR SNALL BE RESPONSIBLI FOR THE LOCATION AND/OR J~
LOT ~ 5. BEGIN CONSTRUCTION. RELOCATION OF ALL UTILI- )F ALL UTILITIES IN COORDINAI I~)N WITH THE APPROPRIATE
~ FINI N GRADE UTILITY AGENCY OR COMP 6. STABILIZE SITE AS AREA,. ARE BROUGHT UP TO S Y, THE ONTR-\CTOR IS REQUIRED TO CALL ,Y OR COMPAN C
THE "ONE CALL CENTER" E WITH VEGETATION, ETC..., - 2-4949. L CENTER" BEFORE DIGGING, 1800 63
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE 4. THE PROJECT SITE IS IN
.T SITE IS IN THE SWIFT CREEK WATERSHED. o ~ r~ W
STABILIZED COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL NTRACT R WHEN ~ ~ DAMAGE TO EXISTING TREES, (NE CO 0 -
INSPECTOR. 5. TO MINIMIZE DAMAGE Tc R TS. ~ ~ ALL CUT, RATHER THAN TEAR ~ O ~
. IF ITE I APPROVED REMOVE ALL TEMPORARY SEDIMENT FENCE. REQUIRED SHALL CUT, RAl 8 S S W ~ ~
INSTALL PERMANENT EROSION CONTROL MEASURES STABILIZE ANY 6. THE TREE PROTECTION MILL OVERLOOK YATES MILL POND AINTAINED ON THE SITE ~ ROTECTION FENCE SNALL BE M
RESULTING BARE AREAS. UNTIL ALL SITE WORK IS C WORK IS COMPLETED AND TI IE_ FINAL SITE INSPECTION ~ 0
~ 9. WHEN VEGETATION NAS BECOME ESTABLISHED, CALL FOR FINAL PRIOR TO THE CERTIFICAT ? ~ N NV IN PECTOR. OBTAIN FENCING SHALL BE REMO\ CERTIFICATE OF OCCUPANCY tC0) IS SCHEDULED. THE Z
SiCEP N!LL CREEK SITE INSPECTION BY T E E RONMENTAL S .L BE REMOVED PRIOR TO FINS\I INSPECTION FOR THE CO. ~
APPROVAL. 7, ALL WORK WITHIN BUFFf (9 ;~~0~.``~~D ~~~'~rti~~; AND WATERS OF THE US WILL o : ~ ~9a ';9 JVITNIN BUFFERS, WETLANDS, ~ ; ; .g' f ;
BE 1N ACCORDANCE WITH )ANCE WITH NCDENR-DWQ ANL` USACE PERMIT CONDITIONS. c
0 u. 401 - - o
OP 8. ALL WORK TO BE IN AC N WITH NCDENR-LQS APPROVED PLAN ' TO BE IN ACCORDA CE ~ y~,
AND STANDARDS.
Ali Z ~'~nmm~ 3ED SLOPES MUST BE STABILI~'E-D WITHIN )5 WORKING DAYS /
Q 9. ALL DISTURBED SLOPES OR 30 CALENDAR DAYS C ~ 0~ 'DAR DAYS OF THE COMPLETI~ N OF ANY PHASE OF O ~
CONSTRUCTION. ALL OTNi I T RBE AREAS MUST BE STABILIZED THER U D ' R.L. N. ALL 0 D S z
WITHIN 15 WORKING DAYS ~ 'KING DAYS OR 90 CALENDAR GAYS OF THE COMPLETION W
OF ANY PHASE OF CONS ~ ~ (G i'_~ DATE .E OF CONSTRUCTION
NOT TO SCALE
10. LIMITS OF CONSTRUCTi~ CONSTRUCTION SHALL EXTEND 10' FROM EITHER SIDE OF ~
BOARDWALK OR TO LIMIT; JR TO LIMITS OF DISTURBANCE AS SHOWN ON PLANS. L SEE DETAIL SHEET C-12 FOR LANDSCAPE MATERIAL INSTALLATION ~ ~~CA~~~~'''%
II. CONTRACTOR SHALL Utv T THE. WETLAND AREA AS SHOWN DETAILS, SEEDING SPECIFICATIONS AND MAINTENANCE. Z ,c~~0,.`°~DSCgA~~,~y'., )R SNALL LIMIT IMPACT 0
ON THE PLAN. > 9:
> - - 2. VERIFICATION OF TOTAL QUANTITIES :\S SHOWN IN THE PLANT LIST = 935 c~
12. SEE SHEET C-14 FOR TI C-14 FOR TEMP, STAGING ARf LOCATION, SHALL BE RESPONSIBILITY OF THE CONTRACTOR, ? ~L'% ~'~.`'0;
13. CONSTRUCTION ACCES TION ACCESS LOCATION TO BI DETERMINED IN THE FIELD _ Q %,,9M B,NP,~~``
BY THE PROJECT LANDSC .CT LANDSCAPE ARCHITECT. 3. PINE STRAW MULCH AT 4-5 INCHES l~f- DEPTH OR DOUBLE SHREDDED ~ 'immu~~; , '1 fr _ HARDWOOD MULCH AT 2-3 INCHES OF C~EPTH SHALL BE CONTINUOUS p
~ ' r AREAS UNDER PROPOSED TREES AND .>IaRUBS. THE LANDSCAPE 1 ,
N PR J AP ARCHITECT TO ~ ~ - . CONTRACTOR SHALL NOTIFY T E 0 E ~,T LANDSC E ~%j DATE
FIELD VERIFY MULCH AREAS PRIOR TO MULCHING. 0
W
4. REMAINING DISTURBED AREAS TO BE SEEDED AND MULCHED WITH
STRAW. (REFER TO PERMANENT SEEDING LIST ON SHEET C-12). ~ W
1 ~
5, PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT ~ 0 0
PLANTING. WHERE CONTAINER AND NT. SIZES ARE INDICATED FORA ~
SINGLE SPECIES, BOTH SIZE REQUIREMENTS MUST BE MET. 0 -1
Z ~ Q - W
6, EXISTING UTILITIES ARE SHOWN FOR ;SIZE, MATERIAL TYPE AND ~
U ~ RELATIVE LOCATION ONLY. THIS PLAN IS NOT A COMPREHENSIVE ~
R A -B ILT URVEY OF TI 11 EXI TING UTILITIES ~ INVENTORY 0 S U S S 0 J
~ ~
2" EXISTING WATER LINE TC aTER LINE TO ~ N CATI N w ~ 7. THE CONTRACTOR SHALL BE RESPON, ISLE FOR FOR T E LO 0
BE RETAINED. CONTRACTC CONTRACTOR ~ Z ~ AND/OR RELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THE Q
W.S, ELEV.=292.7 SEE SHEET S-6 SHALL BE RESPONSIBLE ONSIBLE Y R COMPANY, O NG WATERLINE APPROPRIATE UTILITY AGENC 0 ~ ~
FOR STRUCTURAL FOR RELOCATING WATERLI' v7 Y TO AVOID CONFLICT
DRAWINGS AS NECESSARY TO AVOID WITH OVERLOOK u. W )K 8. EXISTING SITE FEATURES ARE SHOWN FOR RELATIVE LOCATION ONLY. O p.
THIS PLAN IS NOT A COMPREHENSIVE INVENTORY OR AS-BUILT SURVEY Q
U
EDGE OF WATER EDGE OF OF THE EXISTING SITE FEATURES. ~ V ~ a Z ~ r WATER
0 Z ~ Q
RIP RIPARIAN ~ J
2 TEMP. SEDIMENT ~ SEI SEED Mix PLANT SCHEDULE -MILL OVERLOOK _ _ _ W Z
c-~o FENCE ~ PLANT LIST _ _ _ _ _ _ _ ~ ~ COMMON NAME SIZE HEIGHT REMARKS QUANTITY SYMBOLS ~ O Z
BOTANICAL NAME (n Q U
RIPARIAN _ W TREES - ~ W
SEED MIX - -ifa, ~ CORNUS FLORIDA FLOWERING DOGWOOD 20 GAL 1 CF ~ Z W Q
t . i •a.
WETLANDS SHRUBS Q CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 3 GAL 1 CO Q
LIMIT , ~ RHODODENDRON CANESCENS PIEDMONT AZALEA 3 GAL 3 RC 1- r~r~~
i LL V
_ 1 ~ LIMI 1 . 1 + DIS LIMITS OF SEE SHEET C-12 FOR RIPARIAN SEED MIX 0 J DISTURBANCE
_F _ ~ Z ~ 0 ~
+ ~ ~
~ TEMP. TEMP. TREE I ~ Z
\ PROTE c-12 ~ 0 PROTECTION FENCE o o ~
a z
1 1 W Q
(U C ~ ~
1~ 1 (3) RC ~ ~
1/ ' Q ~ r o W
i TEMP, TREE z
C-i2 PROTECTION FENCE ~ ~ ' 1 ~ . a) Q (D CF
1 0 z
1; E~ • 1 ~ PROJECT
ZON R ~ gUFFE 1 NEUSE t 1 Q ~ 1137-02084
30 1 0
1 LIMIT 1 uMITS OF ~n DRAWING NAME
• ~ DIST ZO 0U DISTURBANCE z YMCP303CD09
N~ 2 FFER 1 NEUSE ~ ~ DATE:
20 1 _ ~ Q 26 03
' 2~
~ REVISIONS:
~Y 0
~ 1 C9
LIMITS OF ~ ~ ~ T ~ TEMP, TREE EMP, TREE I Z
DIS URBANCE ' ' PROTECTION 'ROTECTION FENCE C-12 ~
CONTRACTOR TO TIE
OVERLOOK ELEVATION W ~ SHEET N0.
WITU EXISTING GROUND
U'
Z
r~ ~
N
Q

INDEX OF DRAWINGS
SITE CONSTRUCTION
MP-I MASTER PLAN s o
OP-I OVEf2ALL LEASE BOUNDRY W/TOf'OGRAPNY ~
C-I EXISTING CONDITIONS PLAN - BO,->f2DWALK ttl z
G2 E~20SION CONTf20L, GOADING, AND LANDSCAPE a F'_
PLAN -BOARDWALK #I ~
G3 EXISTING CONDITIONS PLAN - BO;'aRDWALK #2
~J l~ ~1~~~
G4 EROSION CONTROL, GRADING, ANI? LANDSCAPE
PLAN -BOARDWALK #2
G5 EXISTING CONDITIONS PLAN - MIL I OVERLOOK
G6 EROSION CONTROL, GRADING, API ~ LANDSCAPE
CHASE YII ~1V~PROVEIVV~EIV'~'S
PLAN -MILL OVERLOOK
G7 OVERALL CONSTRUCTION ACCE`, ,LOCATIONS
G8 ~120SION CONTROL AND GRADINt
CO1~S~'R~JCTIOlV DOC~JIvIIEI~ITATI01~
AND STORM Df2AINAGE DETAILS
C-9 LANDSCAPE DETAILS
C-10 SITE DETAILS
CLIENT WAKE COUNTY FACILITIES
STRUCTURAL
DESIGN AND CONSTRUCTION w~ V~
S-I BOARDWALK #I PLAN AND PI~OFII I
P.O. BOX 550 t\l~ ~i S-2 BOARDWALK #2 PLAN AND PROF II E
12ALEIGN, NC 27602 COUNTY CITY S-3 BOARDWALK #I 2 ELEVATIONS ;1ND SECTIONS
N02TH CAROLINA RdL~ty,~ S-4 BOAkDWALK #I ~ 2 FRAMING PUNS
919-855-6678 S-5 BOARDWALK tt~ ~ 2 END BENT F~-~MING PLANS
S-6 OVERLOOK FRAf~~ING PLAN
S-~ BOAf2DWALK A~~~~' OVEI2L00~ ~ 'JST~'UCTION DETAILS
DESIGN TEAM
COG~DINATO~
~ANOSCAPe ARCUiTecri SUNGATE DESIGN GROUP. P.A. DAT~~ APRIL 2
civic eNeweer 915 JONES FRANKLIN f20AD ?IL 28, 2003
RAL~IGN, NC 27606
6
919-859-2243
SUBCONSULTANT sr,4~ of r~azna caua_ran s~, O~
STRUCTURAL ENGINEER ALPHA OMEGA GROUP m} a
4911 GREEN 120AD °o d
0 z
SUITE 107
~ ~ P ROAD ~e ~
I~ALEIGN, NC 27616
919-981-0310 4~ ~ ~
+~ro O
9 / -5FA7E,OF'NOR7H C
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~ ~ 4 28 03 ~ \ , r ~ ~ ~ - ~
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~ ; ~ ~ ~ Q ! DATE:
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I. SEE STRUCTURAL PLANS I OR BOARDWALK AND MILL OVERLOOK DIMENSIONS, I. EXISTING I L EXISTING UTILITIES ARE SNC'~ \~N FOR SIZE, MATERIAL, TYPE AND RELATIVE ~ ~ ~ m
LOCATION ~ I' ~ NOT A COMPREHENSIVE INVENTORY OR AS-BUILT ~ z ~ x LOCATION ONLY. THIS PLAN Q a
2 ALL STAKING OF BOAR[ WALKS AND OVERLOOK TO BE APPROVED BY PROJECT SURVEY OF 0 it I CIE . SURVEY OF EXISTING SITE U1 S ~ w~~
Q LANDSCAPE ARCHITECT PI-~I~ )R TO ANY CONSTRUCTION. 0 +noN
~ 2. ADDITION THE AN Ol I It;R VEGETATION EXIST ON THE PROJECT PROPERTY ~ w ~ 2. ADDITIONAL ES D z
~ 3. NCDOT =REFERENCE T! ~ 'STANDARD SPECIFICATIONS FOR ROADS AND WNICN WEB ~ WNICN WERE NOT LOCATED I ~ ~ SURVEY. ALL TREES AND OTHER VEGETATION z ~ o=^
STRUCTURES, BY THE NOR I I I CAROLINA DEPT. OF TRANSPORTATION, WITHIN THE ~ WITH THE F WITHIN THE PROJECT CLEARING ~ LIMITS ARE TO BE REMOVED IN ACCORDANCE W~ ~Q~ WITH THE PLANS AND SPECIE I~ ATIONS.
=a"saaaaera.j?saa ~Ba~s. - S' 4. HORIZONTAL AND VERTI! !1L CONTROL GOORDINATES AND ELEVATIONS PROVIDED ~
~ - PARK{NC~ ~ BY McKIM AND CREED, DA I I p NOV, 22, 2002. 3. SITE GLE 1lJLJl 3. SITE CLEARING AND GRUBf ~ING TO BE PERFORMED IN THE STRICT
LOT ~ ~ ACCORDA(~ ACCORDANCE WITH THE APF'I~'~~VED PROJECT SEDIMENTATION AND EROSION
5. CLEARING LIMITS FOR PI I/ASE III CONSTRUCTION TO BE AS SHOWN ON PROJECT PLAN. PLAN.
SEDIMENTATION AND ERO` ,I~ ~N CONTROL PLANS. 1f-
4. AN ON-S 4. AN ON-SITE PRE-CONSTRU~ I ION MEETING MUST BE E-IELD PRIOR TO ANY p
CONSTRUC~ W CONSTRUCTION ACTIVITY ON ' I TE. t-
~ ~ ~
BOnRDWALK #1 CONTROL POINTS POINT 300 N 717365 n7g9 E 2092596.3275 CONTROL POINT B 5. ALL TREE 5. ALL TREE PROTECTION FENS ,fNG MUST BE INSTALLED AND APPROVED BY ~ W ~
POINT 301 N 717414 ~7 228.3668 CONTROL POINT C LANDSCAPE LANDSCAPE ARC>-IITECT PRIC'}-' TO ANY CONSTRUCTION ACTIVITY ON SITE. ~
YATES MILL POND 16 E 2092 OVERALL CONrROL POINT IS N 717368.3797,E 2093034.4112
REFEREIIi.E STRUCTURAL DWG. S-1 FOR STAKING 6, TOPO, W ANI ` I=XISTING SITE FEATURES OBTAINED FROM FIELD O 6, TOPO, WATER S EDGE z
l -~Sre~aH1i~c ~ ~~ORDINATES OF BOARDWALK #1 SURVEY PR REEk SURVEY PROVIDED BY McKIM \ND CREED ON OCTOBER 14, 2002. ~ ~~~'n++u++aapa - ,,~~.~N ~Aao'%
S ~`~dwNq~~f'~~-.
7. EXISTING T RE (+i ~ TAINED FROM PHASE II CONSTRUCTION DWGS. p dD~9A'ati9 7. EXISTING SITE FEA U S ~ ; ~ F ;
A.
P 8. EXISTING 0 N TR T N I ION WETLAND CONTOURS FROM PHASE II = ~ 401 8. EXISTING EXTENDED DE E 20 0 20 40 60 0 -
Q- COS UC ~ N LD N T BE CONSIDERED AS-BUILT ~ 'c . CONSTRUCTION DRAWINGS ANI SOU 0 F-- z sti9''' 1`~
~ coNTOURs. coNTOURs. ''~a~~~~~~'' ~ 4r~ ~ M p~ z as +~+v+
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9. WETLAN[ 9. WETLAND LIMITS SHOWN Ff'~>M A FIELD DELINEATION PERFORMED BY NAL 0 B~\~? SCALE I"=20 ` ~
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I, ;11 L CONSTRUCTION SNALL BE IN ACCORDANCE WITH CURRENT STATE J~°'
L INSTALLATION I. INSTALL TEMPORARY DIVERSION DITCHES, SILT FENCE, SED1M m ENCE, SEDIMENT ANI:~ LOCAL STANDARDS AND REGULATIONS AND THE SPECIFICATIONS OF ~ Y°x
DETAIL SHEET C-9 FOR LANDSCAPE MATERIA I. SEE BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED , APPROVED PLAN. THE APPROPRIATE GOVERNMENTAL AGENCY N T N Q Q CDO , T E CITY OF ~ ~
0 EEDING SPECIFICATIONS AND MAINTENANC . ~ DETAILS, S CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. DEVICES. RALEIGH, WAKE COUNTY, AND SUNGATE DESIGN GROUP> P.A. ~ _
O ALL FOR ON-SITE INSPECTION BY THE ENVIRONMENTAL ~1MENTAL ~ w o N
TITIES AS SHOWN IN THE PLANT LIST 2• C 2. VERIFICATION OF TOTAL QUAN P CTOR TO OBTAIN APPROVAL. 2. I XISTING UTILITIES ARE SHOWN FOR RELATIVE LOCATION ONLY, THIS Zz~
~ PONSIBILITY OF THE CONTkACTOR. INS E ~ AND ON THE PLAN SHALL BE RES FARING AND GRUBBING, MAINTAIN DEVICES AS NE PL •\N IS NOT A COMPREHENSIVE INVENTORY OR AS-BUILT SURVEY OF THE ~ ~ DICES AS NEEDED. EX!; ~TING CONDITIONS.
~ HALL TAKE PRE~~EDENCE 0~~1 3. BEGIN CL E QUANTITIES SHOWN OF THE PLAN S TN ROUGH GRADE SITE. ~J~
4 -8'w8888HBB y ~ PLANT LIST. ~ 3, :4-IE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR
PARKING s' THE 4. BEGIN CONSTRUCTION. ~ ~ ATI N
~ ~ LOT ~ _ TN SN'>LL BE CONTIN.~~ ~i IS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GR~ FINt N GRADE RE~ )C 0 OF ALL UTILITIES IN COORDINATION WITH THE APPROPRIATE D S r I ~ . UT , TY AGENCY OR COMPANY. THE CONTRACTOR IS REQUIRED TO CALL
V PINE STRAW MULCH AT 4 5 INCHES OF DEP 3' THE L~'tiDSCAPE WITH VEGETATION, ETC.... TNI "ONE CALL CENTER" BEF RE I IN - - ~ - 0 DGG G• 1800 6~2 4949.
A UNDER PROPOSED TREES AND SHRUBS T ARE S n~~ - AR NITEC . ~ ~ 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE T ; HALL NOTIFY THE PROJECT LAN,,,,r~~ ~ C AREAS ARE {I--
CONTRAC.~R S STABILIZED COMPLETELY, CALL FOR INSPECTION BY ENVIRONty 4. NE PROJECT SITE IS IN THE SWIFT CREEK W T R N 3Y ENVIRONMENTAL A E S ED.
VERIFY MULCH AREAS PRIOR TO MULCNIN~~. ~ FIELD INSPECTOR. t- 5, l MINIMIZE DAMAGE TO EXISTING TREES, THE CONTRACTOR WHEN
- . ; T-~ 7, IF SITE IS APPf20VED, REMOVE ALL TEMPORARY SEDIMENT SEDIMENT FENCE RE ~ !UIRED SNALL CUT, RATHER THAN TEAR ROOTS. ~ ~
WING DISTURBED AREAS TO BE SEEDED HNC MULCHED 4. REMA I~~T ON SHEET C-9?. INSTALL PERMANENT EROSION CONTROL MEASURES, STABILIZE .S. STABILIZE ANY oc W ~
STRAW. (REFER TO PERMANENT SEEDING L RESULTING BARE AREAS. I HE TREE PROTECTION FENCE SNALL BEM b AINTAINED ON THE SITE
YATES MILL POND ALL OWABLE SZE~~~ & WNEN VEGETATION NAS BECOME ESTABLISNED, CALL FOR UN ~ IL ALL SITE WORK IS COMPLETED AND T ~ CALL FOR FINAL NE FINAL SITE INSPECTION 0
5. PLANT SIZES INDICATED SPECIFY MINIMUM ^ ~ SITE INSPECTION BY THE ENVIRONMENTAL INSPECTOR. OBTAIf TOR. OBTAIN PRb ~R TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE z 20 0 20 40 60 .....rr
~ WHERE CONTAINER AND NT. SIZES ARE INDICH .rcEP h~~ eeeex PLANTING APPROVAL. FEI~~-ING SHALL BE REMOVED PRIOR TO FINAL INSPECTION FOR THE CO. ~ ~~a`" "ra,, ,~N ~AR~
CIES. BOTH SIZE REQUIREMENTS t;,~~UST BE MET. SINGLE SPE 7, •~•~L WORK WITHIN BUFFERS, WETLANDS, AND WATERS OF THE US WILL o ; N~~9 ',tiv = ` ,
BE iN ACCORDANCE WITH NCDENR-OWO AND USACE PERMIT CONDITIONS. ~ ~ ~ 9=
WN FOR SIZE. ":1ATERIAL T'== ~~D _ ~ 6. EXISTING UTILITIES ARE SNO ~ ~ - - 401 -
0 T N ONLY. THIS PLAN IS NC' COMPRE~-Eti~~ P I RELATIVE LOCA 10 0 g, -',~L WORK TO BE IN ACCORDANCE WITH NCDENR-LOS APPROVED PLAN ; ~ '~y;
~ ~ R AS-BUILT SURVEY OF THE EXiST'NG UTILITIE= ~ ~ INVENTORY 0 '.,fib 1~,.` ANI STANDARDS. Z ~'~rmm~``
~ u.l ~''n,~ A, M
I E F~,R THE ~ Q~ NTRACTOR SHALL BE RESPONSIBL 7. THE CO _ J I I I 9. a~L DISTURBED SLOPES MUST BE STABILIZED WITHIN 15 WORKING DAY Z rrur r~iut S AR 0 '
ATION OF EXISTING UTILITIES '~!N '~.;OORDIN~ ~ ~ ~ E AND/OR RELOC OR ~0 CALEND DAYS OF THE COMPLETION OF ANY PHASE OF '9 CONSTRUCTION. ALL OTHER DISTURBED ARE T T 0 AS MUS BE S ABILIZED
APPROPRIATE UTILITY AGENCY OR ~.,OMPAN~". WI1I-IIN 15 WORKING DAYS OR 90 CALENDAR DAYS OF TLS COMPLETION z 11J
OF ANY PHASE OF CONSTRUCTION ~ ~ Z~ ~ °3 DAB
~ - - SITE FEATURES ARE S~aOWN FOR kELATIVE _ ~TI~~ ~ ~I il_Y.
8. EXISTING T TO SCALE ! NOT A COMPREHENSIVE INVENTOR" OR AS-= -T r NO THIS PLAN IS IC I-IMITS OF CONSTRUCTION SHALL EXTEND 10' FROM EITHER SIDE OF ~
Bi ~.~RDWALK OR TO LIMITS OF DISTURBANCE AS SHOWN ON PLANS. ~~,v'`"'CA"'~o,,~
OF THE EXISTING SITE FEATURES. O : off. D ''.l'ti
IL JNTRACTOR S~-I4LL LIMIT IMPACT TO THE WETLAND AREA AS SHOWN z : P~ ~AF';'~ ; n~NE PLAN, IN COMPLIANCE WITH ALL PERMIT CONDITIONS. ~ ~ ~ ~ 9=
LE -BOARDWALK #1 O ~ ~ - - - 935 _
PLANT SCHEDU ~ z ~ ~,c 0;
PLANT LIST S,~ HEIGHT REMARKS QUANTITY SYMBOLS ~ %4r
BOTANICAL NAME COMMON NAME '~i '~M ~1~~`a Q ''4rpmir~~` ~ ~
I TREES ~ 7 GAL ~ ~ IV Q i
PARKLEBERRY WINTERBERRY ~ ILEXVERTICILLATA'SPARKLEBERRY' S - 10 GAL MV i 1 °
MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA _ 1 NS ' 1.5" Caliper
NYSSA SYLVATICA BLACK GUM - 10 GAL 1 HC LL Z ~ DATE
HALESIA CAROUNIANA CAROLINA SILVERBALL - _ 2 -PO 0
SYCAMORE 15" Caliper PLATANUS OCCIDENTALIS - W
3 CO
SHRUBS 3 GA'~ C1
CEPHALANTHUS OCCIDENTALIS BUTTONBUSH ~ ~ - 3~ 5 CA CLETHRA ALNIFOLIA'RUBY SPICE' RUBY SPICE SWEET PE PERBUS 3 RC W Z ~
ESCENS PIEDMONT AZALEA 1 RHODODENDRON CAN 1GA 3 RV ~ # 0
RHODODENDRON VISCOSUM SWAMP AZALEA ~ Y
0 J
HERBACEOUS MIX 1C- 20 Q z _
ELEOCHARIS OBTUSA BLUNTSPIKERUSH 10 NTRABAND GIRL' CONTRABAND GIRL IRIS 1 CA_ - IRIS VIRGINICA CO ~ 15 0 - 3 ~ - ~
SOFT RUSH JUNCUS EFFUSCUS g . U ~
LIZARD'S TAIL ~ SAURURUS CERNUUS ~ Q ~ _ ~
0 0 i _ ~ m
SEE SHEET C-9 FOR RIPARIAN SEED MIX c~_D MIX EXTG. LEVEL %'~r----~ W ~ Z
SPREADER ! ~ ~ Q
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~ WETLANDS W ~ HERBACEOUS ~;~f ~ 0 f ~ Q
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N ~ ~ , WATER ` J W' t LIMIT ~ Q ~ ; ~ d J
LIMITS OF - r' ~~EE SHEETS I ~ T~ EX , EXTEND~D ~ (U NC Z 1 ~ ~ W
DISTURBANCE 0';~ i ~z f ~ ~ ~ RAL ~0 l ,Z~ , ; ~ FOR STRUCTU i DETENTION WE1•L~~~~ J ~ ~ ~ /
`x 1 ~ ~ ~~U ( ~ ~ URAWIN~S ! n~ m ~ ,f , l C~ t / I ~ 0 ~ Z f ~ PROPOSED Q
~ i BOARDWALK _ I I / (3) RC ~
r ~ i i ~ i z W TE~~. TREE J I ~ ~ ~ ` (2) ,A ~ ~L Z
1~ i _ , ~ - - I ~ ~ W ~,G9 F ) s' ~ Q PROTECTION ENCE ~ {U IV ~ ~ ~
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~ ~ ! ttl CENTERLINE -
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~ ~ I ~ ~ VVATE~ %I ~ R ~ F. z
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SEED MIX - ' ~/j ~ 0 f~. - ; ~ ~ LIMITS OF ~ Z
n c ~ ea `TEMP, TREE ~ I " ~ I' DISTURBANCE ; ~ U ~ ~ u. II ` _ W
PROTEC?ION FEfV~:,E o-9 a n ~ //J~//;f P ~ ~ jig ~ / ~ -
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1 L; I. # Q 1 ~ ' ` ~ - . ~
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~ ~ I I' z ~ ~ i:.~_ ~ ~ 3CD02 i~ YMCP30
. i TEMP. TREE ' i - - _ _ DATE:
C-9 PROTECTION FENCE
~ - IMITED CONSTRUCTION Q 4 28 03
,'~.5. ..192.7' -ACCESS ~ _ ' ~ ~ -REVISIONS:
~ ~ ~
'p MV- , ~ ~ 0 i ~ J ~ I ~
' t~ i . .
' ~ ~u~" - ~J J ~ V ~ z
N C N J - , / ~ NO CC~N~~RUCTION TRAFFIC OR p
1 STAGIN[~ ~~N EXISTING PARKING LOT W . _ _
n~. ~ SNFFT N0.
tiv0 ~
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ca ENTRANCE l )IUCTION
NOT RELEASED FOR CONSTRUCTI?

p co co
Q ~ N O ~ c0
BOARDWALK ~2 ~ N ~
NG NOTE STAKI S EXISTII~ EXISTING CONDITIONS NOTES ~ Q zz~
I. SEE STRUCTURAL PLANS FOR BOARDWALK AND MILL OVERLOOK DIMENSIONS. ~ I. THIS PLC PRENEN IVE INVENTORY OR A -B ILT RVEY F J J I. THIS PLAN IS NOT A COM S S U SU 0 Yo
EXISTING ~ zQQ EXISTING SITE UTILITIES. ~ Q~~
0 2. ALL TAKING OF BOARDWALKS AND OVERLOOK TO BE APPROVED BY PROJECT S ~ ~
0 LANDSCAPE ARCHITECT PRIOR TO ANY CONSTRUCTION. 2. ADDITIC w~~ 2. ADDITIONAL TREES AND OTHER VEGETATION EXIST ON 7NE PROJECT PROPERTY ~oN
~ WNICN WE w ~ WNICN WERE NOT LOCATED BY SURVEY. ALL TREES AND OTHER VEGETATION z z
~ 3. NCDOT =REFERENCE TO STANDARD SPECIFICATIONS FOR ROADS AND WITHIN TN WITHIN THE PROJECT CLEARING LIMITS ARE TO BE REMOVED IN ACCORDANCE ~ o=~ c~
w T RE BY THE NORTH CAROLINA DEPT, OF TRANSPORTATION, ~ STRUC U S, WITH THE ;~.~es~a„~~ ~ ~ WITH THE PLANS AND SPECIFICATIONS. ~ w ~ J
~
PARKING 4. HORIZONTAL AND VERTICAL CONTROL COORDINATES AND ELEVATIONS PROVIDED 3. SITE CL 3. SITE CLEARING AND GRUBBING TO BE PERFORMED IN THE STRICT J~
LOT ~ BY McKIM AND CREED, DATED NOV. 22, 2002. A RDA Q CGO ACGORDANCE WITH THE APPROVED PROJECT SEDIMENTATION AND EROSION
PLAN. 5. CLEARING OMITS FOR PHASE III CONSTRUCTION TO BE AS SHOWN ON PROJECT PLAN. ~-!<-Il
SEDIMENTATION AND EROSION CONTROL PLANS, 4. AN ON- {I--
4. AN ON-SITE PRE-CONSTRI ~GTION MEETING MUST BE HELD PRIOR TO ANY D
CONSTRU~ CONSTRUCTION ACTIVITY ON 51TE. ~,M ~ ~
5. ALL TRI BOARDWALK #2 CONTROL POINTS LANDSCAI 5. ALL TREE PROTECTION FI NCING MUST BE INSTALLED AND APPROVED BY ~ ~ ~
YATES MILL POND ~'OINT 302 N 717774.1296E 2092162.7567 CONTROL POINT F LANDSCAPE ARCHITECT PRI R TO ANY CONSTRUCTION ACTIVITY ON SITE. W
~'~)INT 303 N 717876.9890E 2091810.0269 CONTROL POINT G 6. TOPO, ~ 6. TOPO, WATER'S EDGE, AM ~ EXISTING SITE FEATURES OBTAINED FROM FIELD ~
j 1 s~ OVERALL CONTROL POINT IS N 717368.3797,E 2093034.4112 SURVEY F 0 SURVEY PROVIDED BY McKIPI AND CREED ON OCTOBER 14, 2002. z
EP "ui ceFek REFERENCE STRUCTURAL DWG. S-2 FOR STAKING ~ ``\~~uu~wn,q,~
COORDINATES OF BOARDWALK #2 7, WETLAf - CAR~~ 7. WETLAND LIMITS SHOWN I I- OM A FIELD DELINEATION PERFORMED BY NAL p~,~~" " ~n ly'~
OWEN AN ~ t~~~9pF :y OWEN AND ASSOCIATES, A; ~ SURVEYED BY McKIM AND CREED ON OCTOBER, 14, ~ ~ ,
2. 9% - 2002. _ = 401 _
P 200 0 > o
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alp, ~ 20" PINE f~ ~ _ 0 ~ _
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EI / ZON BUFFER ~ i ~ ~ ~i; ~ ~ 0
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~ ~ ~ ~ o PROJECT < < l , i i r~ ~ ~ ~ i ay ~ (n
,'.~,i~~ r ~ ~ - 1137-02084 / ~ ~ ~ z
' ` ~ ~ ' ' ~ ~ T M ~ DRAWING NAME l ~ ~ 1 ~ / ~
i,, / ~ ~ t , 60 D NAIL f ; , i YMCP303CD03
i ' ~ ~ SET IN BASE ` Q
~ ~ 16" PINE ~ DATE: /
1, ' ELEV. 288.54' ~ 4 28 03
~ 1 ~ ~ r` + 0 ~ REVISIONS:
c~
i TEMP, TREE Z
c-9 PR07ECTION FENCE EXTG. ~
TREES ~ W
~FER
~8u / W ZON ~~5 SHEET N0.
N ~ Q
CD
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ON E~5 c~ ~
Z N / 20 0
0 N
0

BOARDW •I K u2 Q O cv
t ' ~N~
I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C RR ~ I. INSTALL TEMPORARY DIVERSION DITCHES, SILT FENCE, SEDIMENT U ENT ~ CURRENT STATE a
AND LOCAL STANDARDS AND REGULATIONS AND THE SPECIFICATI( BA IN OR OTHER MEA R S S SU ES AS SHOWN ON THE APPROVED PLAN. THE APPROPRIATE GOVERNMENTAL AGENCY, NCDOT, THE CITY OF SPECIFICATIONS OF I SEE DETAIL SNEET C-9 FOR LANDSCAPE MATERIAL INSTALLATION
0 ~ Q CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. RALEIGH, WAKE COUNTY, AND SUNGATE DESIGN GROUP, P.A. NE CITY OF ~ Y ~ x ~ I 'I i~AILS~ SEEDING SPECIFICATIONS AND MAINTENANCE, z a a P.A.
0 ~ 2. CALL FOR ON-SITE INSPECTION BY THE ENVIRONMENTAL Q U
2. THIS PLAN IS NOT A COMPREHENSIVE INVENTORY OR AS-BUILT ~ INSPECTOR TO OBTAIN APPROVAL. ~H~ ' V . AS BUILT SURVEY ERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST ~ N
~ OF THE EXISTING CONDITIONS. , 3• BEGIN CLEARING AND GRUBBING MAINTAIN DEVICES AS NEEDED. ~o ,'\ND ON THE PLAN SHALL BE RESPONSIBILITY OF THE CONTRACTOR, w z
eHbt: ~ ROUGH GRADE SITE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION z 11 If= QUANTITIES SHOWN OF THE PLAN SHALL TAKE PRECEDENCE OVER ~ ~ _
PARKING ~ 4. BEGIN CON TR TI N. _ L ATION AND/OR II ll_ PLANT LIST. ~ 11nnw~
S UC 0 RELOCATION OF ALL UTILITIES IN COORDINATION WITH THE APPROF LOT TILITY A N Y THE APPR PRIATE U,QJ ~
l- 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE U GEC OR COMPANY• THE CONTRACTOR IS REQUIRED T( THE "ONE CALL CENTER" BEFORE DIGGING. I-800-632-4949• REQUIRED TO CALL PINE STRAW MULCH AT 4-5 INCHES OF DEPTH SHALL BE CONTINUOUS ~ 4949,
WITH VEGETATION, ETC.... ;~I-'EAS UNDER PROPOSED TREES AN NR ~ D S UBS. THE LANDSCAPE
6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE 4. THE PROJECT SITE IS IN THE SWIFT CREEK WATERSHED. DIED. , ~ NTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT TO J1~-JJ
STABILIZED COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL
INSPECTOR. 5. TO MINIMIZE DAMAGE TO EXISTING TREE S> THE CONTRACTOR WE f II ~D VERIFY MULCH AREA ~I- fRACTOR WHEN S PRIOR TO MULCHING.
7. IF SITE IS APPROVED, REMOVE ALL TEMPORARY SEDIMENT FENCE. REQUIRED SHALL CUT, RATHER THAN TEAR ROOTS• o W ~k>:
INSTALL PERMANENT EROSION CONTROL MEASURES, STABILIZE ANY 6. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SI ,1 I:EMAINING DISTURBED AREA I- ~ " , S TO BE SEEDED AND MULCHED WITH ~
vATES MILL POND RESULTING BARE AREAS. UNTIL ALL ITE WORK I S S COMPLETED AND THE FINAL SITE INSPECT ~ ON THE SITE ~ ~ I LAW. (REFER TO PER - ~ MANENT SEEDING LIST ON SNEET C-9). ~ ~ SITE INSPECTION ~
8. WNEN VEGETATION NAS BECOME ESTABLISNEp, CALL FOR FINAL PRIOR TO THE CERTIFI A C TE OF OCCUPANCY (CO) IS SCHEDULED. W ~ CNEDULED, THE 4, I, ~
SITE INSPECTION BY THE ENVIRONMENTAL INSPECTOR• OBTAIN FENCING SHALL BE REMOVED PRIOR TO FINAL IN PE TI N ~ S C 0 FOR THE LANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT ION FOR THE CO. I-
,eea "u~ eee~ APPROVAL. f I ;aNTING. WHERE CONTAINER AND NT. SIZES ARE INDICATED FORA 0
7. ALL WORK WITHIN BUFFERS, WETLANDS AND WATER F T ' SO NEU S OF THE US WILL :TINGLE SPECIES, BOTH SIZE REQUIREMENTS MUST BE MET, z uuutt,
BE IN ACCORDANCE WITH NCDENR-DWQ AND USACE P R IT E M COND ' R IT ~ CART,+rrri, E M CONDITIONS. - gN~~ttr~r0~ . ~ 1 ,
0 P 8. ALL WORK TO BE IN ACCORDANCE WITH NCDENR-LQ5 APPROVE t~. I .XISTING UTILITIES ARE SHOWN FOR SIZE, MATERIAL TYPE 0 dD~9d'%y9 AND p ; ~P F
O AND STANDARDS. ~5 APPROVED PLAN ~~I LATIVE LOCATION ONLY. THIS PLA ~ = q= N IS NOT A COMPR NSIVE _ ;9 _
INS ENTORY OR A -B I 20 0 20 40 60 ~ ~ ~ 401 S U LT SURVEY OF THE EXISTING UTILITIES 0 :
~ 9. ALL DISTURBED SLOPES MUST BE STABILIZED WITHIN 15 WORKING ~ 15 WORKING DAYS •,~b 1
Q OR 30 CALENDAR DAYS OF THE GOMPLETION OF ANY PHASE OF PHASE OF 7 I NE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION W rir , M p
CONSTRUCTION. ALL OTHER DISTURBED AREAS MUST BE STABILIZE 3E STABILIZED ~ r+++rt A ut~~`~~ AND/OR RELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THE z
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS OF THE COMPLE THE COMPLETION APPROPRIATE UTILITY A EN Y gAR ~~.~ALE ~ =20 0 G C OR COMPANY. 0
OF ANY PHASE OF CONSTRUCTION
T 10. LIMITS OF CONSTRUCTION SHALL EXTEND 10' FROM EITHER SIDE z
NOT TO SCALE BOARDWALK OR TO LIMITS OF DISTURBANCE AS SHOWN ON PLAN; EITHER SIDE OF ~ I=XISTING SITE FEATURES ARE SHOWN FOR RELATIVE LOCATION ONLY. ~ ~ Z f~ DAIS ~N ON PLANS. 11 IIS PLAN IS NOT A COMPREHENSIVE INVENTORY OR AS-BUILT SURVEY -
(~I THE EXISTING SITE FEATURES, ~
II. CONTRACTOR SHALL LIMIT IMPACT TO THE WETLAND AREA AS ~ AREA AS SHOWN
ON THE PLAN, CONSTRUCTION IN THE WETLAND AREA SHALL BE SHALL BE F- °\`~~~~ntCArrrgrrri ~ R
PERFORMED FROM THE COMPLETED BOARDWALK SURFACE. - 0 ~.`°°~~`i rtnrrrr~~j~~i~. -ACE, z : ~°.~~aD~op~,ti9 ;
MECHANICAL EQUIPMENT SHALL BE EXCLUDED FROM THE WETLANC NE WETLAND AREA : ~ PLANT SCHEDULE -BOARDWALK #2 ~ = 9=
SURFACE. 935 _
12, CONSTRUCTION ACCESS WILL BE FROM THE NORTH END OF THE PLANT LIST (9 = ti; ~ ;4.~ END OF THE f30TANICAL NAME COMMON NAME SIZE HEIGHT REMARKS Z ~'~;~d'
BOARDWALK (SEE SHEET C-7). <iLL CONSTRUCTION TRAFFIC WILL I AFFIC WILL BE QUANTITY SYMBOLS ~ .,~~~lorr„ v`.
CONSTRUCTION RESTRICTED TO THE AREAS SHOWN ON THE PLAN. FINAL ACCESS Q 4 9M N~~` JAL ACCESS I REES ~ rh++ur iiu~~` ~
ACCESS LOCATION ROUTE WILL BE FLAGGED IN THE FIELD E3Y THE PROJECT LANDSCA ;T LANDSCAPE -~CER RUBRUM RED MAPLE ~ 1.5" Caliper 1 AR _ '
TO BE DETERMINED BY ARCHITECT TO MINIMIZE DAMAGE TO EXISTING TREES. PROJECT LANDSCAPE ;ARPINUS CAROLINANA IRONWOOD 10 GAL 1 CC Z 'A'
ARCHITEGT (SEE SHEET iUNIPERUS VIRGINIANA EASTERN RED CEDAR 10 GAL ~ 1 JV
C-7 FOR TEMP. ACCESS ~IXYDENDRON ABOREUM 50URWOOD 10 GAL 0- ~ ~ ~ DATE 1 OA 0
DRIVE LOCATION)
SHRUBS ~ W
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i ~'F~ i ZONE 2 DRAWINGS JGS p ~
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PROPOSED BOARDWALK ~ ~ ~ r, U Z I %i / ~ ~ WETLANDS ~
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r dII~ ~ - sll, ~ ° LIMITS OF
/ DISTURBANCE _ _
l iii ~ ' - ~ ~ PROJECT
/ ~ CONTRACTOR TO TIE Q (p CC X - ~ ~
i,. ~ ~ BOARDWALK ELEVATION 1137-02084 r
- _ ~ TO EXISTING GRADE _ _ _ _ ~ ~ ~ - ~ ~ DRAWING NAME (I) JV ~ ~ ~ -
~ ' i' Z ~ ; , ~ ~ ~ ' YMCP303CD04
-1/,- ~ ~ i ~
~ ~ DATE. ~ r
4 4~28~03 ~ ~ d _
° REVISIONS:
1 o
i TEMP. EE ~ I ~ ' ~ o-9 PROTECTION ENCE Q (9
FFE z
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NOT RELEASED FOR CONSTRUCTION 0
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TAKING NOTES= S EXISTING C01~ - ~ ~ N ~ Q ING CONDITIONS NO l ~ ~S
I. SEE STRUCTURAL PLAN5 FOR Bi !/~,RDWALK AND MILL OVERLOOK DIMENSIONS. Zz~ JJ~
I. THIS PLAN IS NOT 'LAN IS NOT A COMPRENENSIVI INVENTORY OR AS-BUILT SURVEY OF 20 0 10 20 30 ~ Y ° x
EXISTING SITE UTILIT ' 0 2. ALL STAKING OF BOARDWALKS AND OVERLOOKS TO BE APPROVED BY PROJECT w,,~`. Q SITE UTILITIES. Q Q
'0 LANDSCAPE ARCHITECT PRIOR TO ANY CONSTRUCTION. 2, ADDITIONAL TREE
IONAL TREES AND OTHER VE~'d TATION EXIST ON THE PROJECT PROPERTY cn ~ N w°~
~ WNICN WERE NOT U ~ 3. NCDOT =REFERENCE TO STAN[ ~~RD SPECIFICATIONS FOR ROADS AND WITHIN THE PROJEC HERE NOT LOCATED BY SURVI l . ALL TREES AND OTHER VEGETATION z z <; , BAR SCALE I"=10' ~ o=~
w STRUCTURES, BY THE NORTH CART ,I INA DEPT. OF TRANSPORTATION. CNE PROJECT CLEARING LIMIT. aRE TO BE REMOVED IN ACCORDANCE ~ AN AND PECIFICATION` ~ ~
WITH THE PLANS Af~ 8"•'BBBLSBB F468 B'.".. IE PL S 5 ~
- . PARKVNt ~ 4. HORIZONTAL AND VERTICAL COf~J I ROL COORDINATES AND ELEVATIONS PROVIDED 3, SITE CLEARING AI ~ CLEARING AND GRUBBING TO I ~I PERFORMED IN THE STRICT lU~ll
t_OT ~ BY McKIM AND CREED, DATED NOv. 72, 2002. ~ ACCORDANCE WITH DANCE WITH THE APPROVED f 'I,'~~JECT SEDIMENTATION AND EROSION j{~
PLAN.
5. CLEARING LIMITS FOR PHASE III ~ ~~NSTRUCTION TO E3E AS SHOWN ON PROJECT
SEDIMENTATION AND EROSION COf •I I ROL PLANS. _ 4, AN ON-SITE PRE ~N- ITE PRE-CONSTRUCTION MI I TING MU5T BE HELD PRIOR TO ANY
CONSTRUCTION ACl ?UCTION ACTIVITY ON SITE. W
~ ~
5. ALL TREE PROTEt MI is ~ T BE INSTALLED AND APPROVED BY ~ ~ REE PROTECTION FENCING
MILL OVERLOOK CONTROL POINT LANDSCAPE ARCNIT :APE ARCHITECT PRIOR TO ANl CONSTRUCTION ACTIVITY ON SITE. W ~
MILL OVERLOOK YATES MILL POND POIN 1304 N 716201.2495E 2093043.9563 CONTROL POINT M
OVERALL CONTROL POINT IS N 71736$.3797, E 2093034.4112 6, TOPO, WATER'S E )WATER'S EDGE, AND EXISTING ~ SITE FEATURES OBTAINED FROM FIELD ~ 0
~ REFERENCE STRUCTURAL DWG. S-& FOR STAKING SURVEY PROVIDED E / ' srEEP Hn~ ca~K COORDINATES OF MILL OVERLOOK PROVIDED BY McKIM AND CRC. (DON OCTOBER 14, 2002, Z ~ ``,~tiluli+u~~r~~
`~~~~M CARD
~ 7. WETLAND LIMITS If LD DELINEATION PERFORMED BY NAL C9 .~°0~'~~`"II"`''~~~ AND LIMITS SHOWN FROM A F 'L , D ; ~,~~`Ad~SG4pF',q ;
~ OWEN AND ASSOCI~ aND ASSOCIATES, AS SURVEYI I ! BY McKIM AND CREED ON OCTOBER, 14, ~ ; ~ - _ _
P- 2002. 401
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ZONE E gUF ` . NEUS 20 ~ Q
C9 _Z
Q
~ _ o PROJECT ~
CONTROL POINT M ~ 1137-02084 z
DRAWING NAME
YMCP303CD05
Q - ~ DATE:
~ 4/28/03
~
O REVISIONS:
z
W
W
`;HEFT N~
0 Z
D co
(f) CM5
304 N
0

~ Q~N
o~`°
~ Q~
I. ALL CONSTRUCTION SNALI CTION SHALL BE IN ACCORDANt -E WITH CURRENT STATE ~ Z z JJ~
L INSTALL TEMPORARY DIVER; .I~ ~N DITCHES, SILT FENCE, SEDIMENT AND LOCAL STANDARDS AP 4NDARDS AND REGULATIONS ~\ND THE SPECIFICATIONS OF ~ Y°X
Q BASINS OR OTHER MEASURE ~ AS SHOWN ON THE APPROVED PLAN. THE APPROPRIATE GOVERNI •..o , ATE GOVERNMENTAL AGENCY, N~~DOT, THE CITY OF Q ~
~ RALEIGH WAKE COUNTY AP ,o O CLEAR ONLY AS NECESSARY 10 INSTALL THESE DEVICES, COUNTY, AND SUNGATE DESK ~N GROUP, P.A. 20 0 I ~ z 0 20 30 ~ 1-
" ~ 2. CALL FOR ON-SITE INSPECTION BY THE ENVIRONMENTAL ' ~ 2. EXISTING UTILITIES ARE SE ITIES ARE SHOWN FOR RELATIVES LOCATION ONLY. THIS `~,1 Wow
~ INSPECTOR TO OBTAIN APPRt ~ JAL. PLAN I NOT A C MPRENEf S 0 COMPREHENSIVE INVENTORY AS-BUILT SURVEY OF THE o _ ~ ~
~ 3. BEGIN CLEARING AND GRUf sl SING. MAINTAIN DEVICES AS NEEDED, EXISTING CONDITIONS. TIONS. ~
,;,a~~~_ ~ ROUGH GRADE SITE ~ BAR SCALE I =10 ~Q~
.a" PARKING 3. THE CONTRACTOR SHALL 4, BEGIN CONSTRUCTION, I OR THE LOCATI N AN / R ~ ~ ~ CTOR SHALL BE RESPONSIBLE 0 D 0
''LOT ~ RELOCATION OF ALL UTILITII Q 5. STABILIZE SITE AS AREAS /~I-?E BROUGHT UP TO FINISH GRADE =ALL TILITIE IN R INATI~ ~N WITH THE APPROPRIATE ~ U S C00 D
~ UTILITY AGENCY OR COMP>n WITH VEGETATION, ETG... ' ~ I- R I R ~ sw OR COMPANY. THE CONTRA 0 S SQUIRED TO CALL
THE "ONE CALL CENTER" BE 6. WHEN CONSTRUCTION IS C~ ~MPLETE AND ALL AREAS ARE CENTER" BEFORE DIGGING. I- ~ )0-632-4949, lL~!-~l
STABILIZED COMPLETELY, CAI I FOR INSPECTION BY ENVIRONMENTAL 4. THE PROJECT SITE IS IN T SITE IS IN THE SWIFT CREEK I VATERSNED,
INSPECTOR. W
5. TO MINIMIZE DAMAGE TO 7. IF SITE IS APPROVED, REMc EVE ALL TEMPORARY SEDIMENT FENCE. DAMAGE TO EXISTING TREES, II IE CONTRACTOR WHEN ~ ~
REQUIRED SHALL CUT, RAT{- INSTALL PERMANENT EROSION CONTROL MEASURES, STABILIZE ANY L CUT, RATHER THAN TEAR R~'~ STS. ~ ~ -
111 ~
MILL OVERLOOK MILL PpND RESULTING BARE AREAS. 6. THE TREE PROTECTION F YATES 'OTECTION FENCE SHALL BE ~i;\INTAINED ON THE SITE Il
8. WHEN VEGETATION NAS BE ~ ;OME ESTABLISHED, CALL FOR FINAL UNTIL ALL SITE WORK IS CC WORK IS COMPLETED AND TNI FINAL SITE INSPECTION I- ~ERTIFICATE OF OCCUPANCY ii'0) IS SCHEDULED. THE 0
SITE INSPECTION BY THE ENVI~'~: )NMENTAL INSPECTOR, OBTAIN PRIOR TO THE CERTIFICATE SzF~ ~u ~RE~ FENCING SHALL BE REMOVE I IN PECTION F R TN Z uNN, BE REMOVED PRIOR TO FINA S 0 E CO ~ ~~~tt1 u,,~~
APPROVAL.
11 ~ ~ 7. ALL WORK WITHIN BUFFEF ITNIN BUFFERS WETLANDS ANI ? WATERS OF THE US WILL O 0~ `~ttD !`~''a ti
' BE IN ACCORDANCE WITH ~ 0 ONCE WITH NCDENR-DWO AND I ISACE PERMIT CONDITIONS, ~ ? : ~
P ;0 Ii - - 401
8. ALL WORK TO BE IN ACC t I )ENR-LOS APPROVED PLAN 0 = ~ D BE IN ACCORDANCE WITH N ~ L `~~c' ~c
' ~ AND STANDARDS. S. i ~ V Y~ a ~ Z '~i '''lllllitlt\` a~~
Q 9. ALL DISTURBED SLOPES P .D SLOPES MUST BE STABILIZE I ~ WITHIN 15 WORKING DAYS Z ''"+n tt"`~
OR 30 CALENDAR DAYS OF AR DAYS OF THE COMPLETION JF ANY PHASE OF 0
CONSTRUCTION. ALL OTNEF ALL OTHER DISTURBED AREA: ~ MUST BE STABILIZED U
WITHIN 15 WORKING DAYS OI ING DAYS OR 90 CALENDAR I' \YS OF THE COMPLETION Z
OF ANY PHASE OF CONST~ OF CONSTRUCTION W ~ ~ ~ ~~ATE
NOT TO SCALE i
10. LIMITS OF CONSTRUCTION BOARDWALK OR TO LIMITS ONSTRUCTION SHALL EXTEND li FROM EITHER SIDE OF ~ 2 TO LIMITS OF DISTURBANCE /\S SHOWN ON PLANS. _ mun
I. SEE DETAIL SHEET C-9 FOR LANDSCAPE MATERIAL INSTALLATION ~ ~,o``t' CA "''~l,,
II. CONTRACTOR SHALL LIMIT 0 ~~ttnrrRpC '4, ' SHALL LIMIT IMPACT TO THE WETLAND AREA AS SHOWN DETAILS, SEEDING SPECIFICATIONS AND ~-IAINTSNANCE, z ~~;~``D '%f2'% . ~a ~AF,,9 ;
ON THE PLAN. ~ ,
p= 2. VERIFICATION OF TOTAL QUANTITIES A; ~ SHOWN IN THE PLANT LIST = = 935 s.
12. SEE SHEET C-7 FOR TEN -7 FOR TEMP, STAGING AREA I OCATION. (9 s y, AND ON THE PLAN SHALL BE RESPONSIBII ITY OF THE CONTRACTOR, Z h'~,~,~p~o
I DETERMINED IN THE FIELD THE QUANTITIES SHOWN OF THE PLAN SI 11LL TAKE PRECEDENCE OVER ~ '%,~41'"Iltl"`~~ vc
13. CONSTRUCTION ACCESS BY THE PROJECT LANDSCAI DN ACCESS LOCATION TO BE Q 'h,qM B, N ,T LANDSCAPE ARCHITECT. THE PLANT LIST. >y '~funnm `
~ 1 3. PINE STRAW MULCH AT 4-5 INCHES OI I)EPTN SHALL BE CONTINUOUS z ' ~
AREAS UNDER PROPOSED TREES AND SI II-'UBS. THE LANDSCAPE ~
~ t3~ DATE
CONTRACTOR SHALL NOTIFY THE PROJE~'I LANDSCAPE ARCHITECT TO 0
FIELD VERIFY MULCH AREAS PRIOR TO M( ii_CNING. to
4. REMAINING DISTURBED AREAS TO BE ~=>E=EDED AND MULCHED WITH
STRAW. (REFER TO PERMANENT SEEDING, LIST ON SHEET C-9), z
~ ~ o O
5, PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT ~ O
PLANTING. WHERE CONTAINER AND NT. `.SIZES ARE INDICATED FORA 0 J
SINGLE SPECIES, BOTH SIZE REOUIREr,~Er~ I MUST BE MET. Z ~ O - W
~ -
EXI TIN = U O 6 S G UTILITIES ARE SHOWN FOR Si: I ,MATERIAL TYPE AND ~
RELATIVE LOCATION ONLY, THIS PLAN IS NOT A COMPREHENSIVE ~ J
0 -I INVENTORY OR AS-BUILT SURVEY OF THE. IXISTING UTILITIES ~ ~
2" EXISTING WATER LINE TO ER LINE TO W ~ I
BE RETAINED, CONTRACTOR ~,5. ~~--~U,-2927 SEE SNEEI ~;-6 SHALL BE RESPONSIBLE ONTRACTOR ~ Z )NSIBLE 7. THE CONTRACTOR SHALL BE RESPON,~If3LE FOR THE LOCATION Q
FOR STRUCTUI~'AL FOR RELOCATING WATERLINE T IN ANp/OR RELOCATION OF EXISTING UTILITIE=S IN COORDINATION WITH THE U J = WA ERL E o ~
DRAWINGS AS NECESSARY TO AVOID C TO AVOID CONFLICT APPROPRIATE UTILITY AGENCY OR COMPANY. ~
WITH OVERLOOK ~ W 0 ~
i 8, EXISTING SITE FEATURES ARE SHOWN FOR RELATIVE LOCATION ONLY. Q
EDGE OF TNI P I T PR N N IV INV - ~ V EDGE OF S LAN S NO A COM E E S E ENTORY OR AS BUILT SURVEY ~ N
WATER W U WATER OF THE EXISTING SITE FEATURES. ~ Z ~
~ 0 Z
~ RIPAf RIPARIAN ~ Q
i TEMP. SEDIMENT ~ SEEC ~-e FENCE SEED MIX PLANT SCHEDULE -MILL OVERLOOK ~ - - _ _
PLANT LIST J ~ BOTANICAL NAME _ _ COMMON NAME SIZE -HEIGHT REMARKS QUANTITY SYMBOLS ~ O Z
RIPARIAN ~ ~ -
SEED MIX ~ ; ; , , TREES =
,,,..n• 5, ~ ,p '(~~~',0 1• ACER RUBRUM RED MAPLE 1.5 CAL 1 AR I- W CORNUS FLORIDA FLOWERING DOGWOOD 20 GAL 1 CF ~ Z
N•"'' ~•M~" • • ' v 4~i , !r•,~ ~ ~ - 1~ Q ~ Q
WETLANDS 4'~ " aF~11~,. 'o. SHRUBS Q 'J~r _ - Q
LIMIT _ _ CEPHALANTHUSOCCIDENTALIS BUTTONBUSH 3GAL _ _ 1 CO ~ RHODODENDRONCANESCENS PIEDMONT AZALEA 3GAL 3 RC -
s, ~ " LIMIT LIMITS OF 0
- SEE SHEET C-9 FOR RIPARIAN SEED MIX J DISTURBANCE
i f.~i 0
Z oc 0
LIMITS OF ~ ` TEMP. TF TEMP. TREE I O Z
PROTEC" DISTURBANCE r ' PROTECTION FENCE c-9 ~ O
r_ ° U 0
~ ~j~ ~ •~J.. ~ T - T Q T T (I) AR Z IlJ O
(U C ~ ~ - ~ ~ \
~ / s, (3) RC ~ N ~ o
M LL_ 1/E~ K. Q ~ L
i TEMP. TREE ~ ~ ~ ~ ~ ~ ~ r ~ •s,, , ~ ~-9 PROTECTION FENCE T , ~ o w z
~ ~ (U CF Q
0 Z
i ~ NE I s ~ ' ~ ZO gUF~ER ~ r ~ - _
NEUSE ; ; - ~I ~ 30 ~ ~ - PROJECT ~ Q
~ " ~ ~ ~ 0 1137-02084
` ~ I ~ LIMITS LIMITS OF _ _ _ ~ DRAWING NAME
DISTU~ ONE 2 DEFER DISTURBANCE z YMCP303CD09
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DATE:
- \ 4 4/28/03
~ -REVISIONS:
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IN TAL ED SE pND W y W W W W W W W I~w
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-GRADE ~E f'f W ETEV. ~L `Y J~ y ~Y W ~Y W W
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-END pF SILT FENCE NEEDS TD BE TURNED UPHILL, GRADE FpR flru NpR WHEN SILT _ J o° o
m FENCI I'. pRGTECTING -SILT FENCE FABRIC SHALL BE ATTACHED TG ~ II~~* CATCIi I~gSIN, SUPPGRTING WIRE @ FREQUENT INTERVALS FLOW ? ~ J °o°°o° 3 ELI vATIDN POWTS LL - Z Q o ° PRFA11Et~ p = _ 401 -
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ANCHpR SKIRT AS CRASS SECTION SILT BAI DIRECTED BY ENGINEER ~ TRAPEZOIDAL DITCH SILT BASIN n' SURGE STONE UP pT, LII JlllllEl CONTROL STONE ~ SPREADER L[P- CONSTRUCT THE LEVEL UP ON UNDISTURHLII SOIL TD UNIFURM ~ A, ~
I LE VAT ION VIEW LLI HEIGHT AND ZERO GRADE OVER THE LENGTH DF THE SPRLADER. PROTECT IT Z 111 Igtl\ I" WITH AN EROSION RESISTANT MATERIAL SUCH AS SURGE SRINE TO PREVENT 0
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SHEET 1 ~F 1 OUTLET AREA- THE OUTLET AREA MUST BE GENERALLY SMUOTH AND WELL Z R. / r _ VEGETATED W[TH A MAXIMUM SLOPE OF l0%.
2 VEGETATE ALL DISTURHE? AREAS ~
I ~ CONSTRUCTION SPECIFICATIONS ~ G'y DATE
C-8 NTS C-8 STD.tt 40.04 CITY OF RALEIGH NTS 1, THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE EXTENDING 6 INCHES OVER THE LIP AND BURIE? 6 INCHES DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE, THE UPPER EDGE SHOULD DUTT AGAINST SMOOTHLY CUT SOD AND BE
SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY ?UTY WIRE sIAPLES AT LEAST 12 INCHES LONG,
2. ENSURE THAT THE SPREADER IS LEVEL FOR UNIFORM SPREADING OF LTURM RUNOFF. U 0 3, CONSTRUCT THE LEVEL SPREADER ON UND]STURBE? SOIL (NOT ON FIL1 Z
CITY OF RFlI IIGH 4. CONSTRUCT A 20 FOOT TRANSITIDN SECTION FROM THE DIVERSION CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH AND
CENTRAZ ENGINEERlN~. DEPARTMENt DEPTH OF THE LEVEL SPREADER.
REVISIONS QATE: 7/3/OU DRAWN BY: JTB 5, DISPERSE RUNOFF FORM THE SPREADER ACROSS A PROPERLY STABILI[I a SLOPE, NOT TO EXCEED 10%. MAKE SURE THAT pf THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM CONCEN BATING, z
TEMI ~ORARY NQII b, IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED AND MUi w THE ENTIRE DISTURBE? AREA OF THE LEVEL 1 SPR A R. EDE ~ ^ '1'
SII ~ FENCE 50' MIN, i PUT SILT RENCE OR TREE PROTECTION FENCE UP ~ J W
BUT SUFFICIENT TD KEEP ~ ~ SEDIMENT UN SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED, q 0
40.04 U
IF CONSTRUCTION ON THE SITES ARE SUCH THAT C-B NTS Z W THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- ~
2-3 INCHES STONE T~ ,BE : 25~ W 25' OR WIDTH OF ING OVER THE STONE, THEN THE TIRES OF THE ~
EXISTING ~ ..'USED (SURGE STONE .OR.. PRA VEHICLES MUST BE WASHED BEFORE ENTERING THE 0 Y PROPOSED STREET, Q PUBLIC ROAD Q
R(JADWAY RAILROAD BALLAST) WHi WHICHEVER IS ~ W Z
. - ~ GRE GREATER, I IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS DRAINAGE aurLET ~ -
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY FLOW ~ WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY DOWNSTREAM 'LIP' NUST BE LEVEL RIP RAP I- ~-i i- i -Iii-~I- -'I~
RESPONSIBLE PERSUN AS INDICATED UN THE FINANCIAL SPREADER LIP MUST BE 1' MINIMUM _ Lih SEE PLANS FOR ELEVATION --I GRASS . ~ ~ .I I_I ~ ~ ~ 1
RESPONSIBILITY FORM, ^i I h- I ~ ~ RIP RAP OUTLET PROTECTION ~ ~ _(_I 11.-- AND ENERGY DISSIPATOR 0
2- ' URGE STONE & ~ I SEE PLANS FOR DETAILS GEO-TE%TILE FABRIC i- ai
EXTEND A MINIr1UM 9F ONE -I`I_ UNDISTURBED GROUND p FOOT PAST 'LIP', _ I
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~ ,.IE PLANS FOR LENGTH AND ELEVATION. ~ ~
NEW CONSTRUCTION N111E~ EROSION CONTROL NETTING TO BE INSERTE? p ~ 35' MIN. I5' MIN, AN~1 SECURED ]N GRASS LINED CHANNEL ~ ~
EXISTING ROADWAY W
MAINTENANCE ~ Z INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION [S ESTABLISHED 'I~
AND PROPERLY MAKE NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED. _ ~~~j\ I2~ MIN. MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION W A HEALTHY, VIGOROUS CONDITION, 0
~ 6° MIN, ~ ~
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DRAWING NAME
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TAND r11~D Al VD VP~VI~I~/A~lo' 1 TREE PROTECTION FENCE AND S Y1 CLEARING OR GRADING BEGINS. fECTIUN FENCE AND SIGNAGE SHALL BE INSTALLt~' r'RIOR TG INITIAL " ~ ]R GRADING BEGINS. ~ ~ N ~
2. TREE PROTECTION FENCE AND TECTIUN FENCE AND SIGNAGE SHALL BE INSTALI~i~ ?RIUR TO CALLING ~ Q ~
FOR - FOR THE INITIAL ON-SITE INSI n nG1 / I G ' 3, NO CONSTRUCTIDN MATERIALS, VITIAL ON-SITE INSPECTIDN BY THE CITY OF RAii n,H ZONING INSPECTUR• z z rn i ir1LL BE PLACED ~ ~ ~ °i 2UCTIUN MATERIALS, DIRT, TRASH OR EQUIPMENT Y O~
N `TRADED VL... V ~I~oPM~I V I ARLAs : INSIDE FENCE, ANENT EE~~~os o PERM S dCE, ~ z Q a
4, PROTECTION OF GROUPS OF TI 5. FENCE SHALL NOT BE REMOVE IN OF GRUUPS OF TREES IS ENCOURAGED WHEN i'ii''IBLE• ~ Q O ~ tLL NGT BE REMOVED UNTIL PRUJECT IS FINISHiI~ ~
6. FENCE MATERIAL SHALL CONSI i~ NETTING ,UNLESS OTHERWISE rv~.t POLYETHYLENE ~ ~ F' ~ fERIAL SHALL CONSIST OF HIGH VISIBILITY (IRA UNLESS OTHERWISE NoTEn• RUBBER NOSE SECURED WITH GALVANIZED ~ w o N
DEFINITION 7. ANY TREE RpOTS EXPOSED BY ' WIRE OR NYLON WEBBING TREE TIES z z
WITH A PRUNING TOOL. SEEDING PERENNIAL GRASSES AND LEGUMES ON CRITICAL AREAS FOR PERMANENT COVER. pLQN 8. WARNING SIGNS TO BE MADE I ?UNI~ G TOOL SED BY CUNSTRUCTIUN WILL BE SEA i ~rt_D CLEANLY NOTES iIGNS TU BE MADE OF DURABLE, WEATHERPRUUI ri,UERIAL• ~ ~
9, SIGNAGE LETTERS ARE TO BE .ETTERS ARE TO BE 3' HIGH MIN., CLEARLY LEGiI~~ t AND SPACED AS SCARFICATION OF EXISTING SOIL INSURE THAT BASAL ROOTS OR TRI~NK ~c~~ N NT R. - TAPER i VI IBLE-DO NOT COVER WITH IL ~ w m SIGNS ARE TU BE PLACED NO GREATER THAN 20~ ii CE E 3' RADIUS MIN. FOR TREES 2" CAI. S S SO U}J
P~O~ PLACE SIGNIATSEACH E~DBOFF N AT EACH END OF LINEAR TREE PROTECTION ARC AND 200' OR CATER OR STRAW THEREAFTER, FUR TREE PROTECTION AREAS LE'•'• THAT 20D' IN ~
TO STABILIZE TI-~ SOIL, REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM AREAS, Af 11 ~ IMPROVE AN AREA FOR DN CENTER THEREAFTER, FoR PERIMETER, PROVIDE NO LESS SAFETY AND BEAUTY. SIGNS SECURELY TO FENCE PC PRUVIDE NU LESS THAT ONE SIGN PER PRUTEfittiN AREA. ATTACH 3' RADIUS MIN. FOR TREES LESS URELY TU FENCE POSTS AND FABRIC. THAN 2" CALIPER PULL BACK BURLAP ON TRUNK AT UPPER
1,5x DRIPLINE 10, ADDITIONAL SIGNS MAY BE RI aL SIGNS MAY BE REQUIRED BY CITY OF RALEIGIi tNSPECITUNS DEPART- V2 OF ROOT BALL. REMOVE STRING AND :D UN ACTUAL FIELD CUNDITIUNS,
APPLICABLE MENT BASED ON ACTUAL FIELI ON ANY SEDIMENT-PRODUCING, ERODING OR BEVERLY ERODING AREAS (WHERE VEGETATION IS DIFFICl1 I TO ESTABLISH WITH 11. FENCING Is To BE coNnNUOe FOR TREES PLANTED ON SLOPES WIRE BASKETS S TU BE CUNTINUUUS AROUND DESINATED AREAS r ENCE LESS THAN 3~1, TAPER SOIL AROIND
NORMAL PLANTING METHODS) SUCH AS, CONSTRUCTION SITES, CUT AND FILL SLOPES, BORROW AREA;, r.ND OTI-ER AREAS DENUDED to aE MAINTAINED As sHOwN VTAINED AS SHOWN THRUUGHUUT CUNSTRUCTIDN tip EXCLUDE ALL TREE 15X WIDTH OF TREE BALL ROOT BALL BBB OR CONTAINER PROTECTED AREA,
OF VEGETATION WI-~RE PERENNIAL VEGETATION IS NEEDED FOR LONG TERM PROTECTION, AccESS TO PROTECTED AREa FOR TREES PLANTED ON SLOPES
SPECIFICATIONS GUIDE GREATER THAN 3~I, THE SOIL TAPER -PINE STRAW MULCH AT 4-5" DEPTH ~ :I~< AROI~ TIC TREE SI-IOL;ID NOT W
A. SITE PREPARATION ' I. INSTALL NEEDED SURFACE WATER CONTROL MEASURES E CEED 2 NATIVE SOIL OR APPROVED IMPORTED - ~ BACKFILL ~ ~
2. GRADE AND SLOPE AS FEASIBLE TO USE PLANTED EQUIPMENT FOR SEEDING, MULCHING AND M;.irdTENANICE. SLOPES BAEl DEPTHS SHOULD BE 1/2 TI-~ ~ BALL ABOVE GRADE, BUT IF DEPTHS -EXISTING GRADE W
STEEPER THAN 3,1 ARE DIFFICULT TO ESTABLISH VEGETATION ON AND MAINTAIN WITH CONVENII~ ~IJAL EQUIPMENT. ~An~ VARY ALL TREES IN A GROUP ~
3. CHISEL COMPACTED AREAS AND SPREAD AVAILABLE TOP501L 3" DEEP AS A FINAL OPERATION ua GRADING. WEATHERPROOF S W ATHERPR F SI N SNOLIID BE SET SO THAT TI-~ _ BASE OF T4-EE TRU'1~ WILL ~
RIP ENTIRE AREA 12" DEEP. ~SAOG~N~I~~E 4. REMOVE ALL. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS FROM THE SURFACE THAT Wll I INTERFERE WITH ~A~~j, E EN S H Ir LY APPEAR TO BE SAME RELATIVE ELEVATION. Q lb/ E BARACADE FENCE Z
THE ESTABLISNdv1ENT AND MAINTENANCE OF VEGETATION, LEAVE SURFACE REASONABLY SMOG I I i AND L~lIFORM FOR 10 ' ~ ~ - U) ,`tttttNCAlttgZ,/i
FINAL SEEDBED PREPARATION.
5, PERFORM ALL CULTURAL OPERATIONS OF LAND PREPARATION AND SEEDING ON THE GENERAL ~ ~ )NTOUR, ao• pima ~ooo co o?ooo? ,r+~r~o,ECnoN,~n ??uno aaoac ~ ~ A~ ~A~,.,9 ~o oaooo? ??u~~o o?oo[ ~ ~ ~ ;
3~ ioo 4' ~ooo goo oooaoo oorgre~ ??L~Do ?o?o[ ? g^ ooooa ? a?uuo [ ~ - goo 0 2x2 STAKE OR APPROVED EQUAL-3 - 935
B. LIME, ORGANIC COMPOST, AND SEEDBED PREPARATION 4' ~ooo s' TREE PROTECTION AREA goo oo??oooaoo??oo?ao?????~!no oo?o[ ~w~,, • LL goo ooo?ooa?ooo?ooo?ooo?o?L~~o ?ooo[ - - ~ ~oo o?ao?a?ooo???oa?ooo???~~nn aooo[ PER TREE Q - Sr y.2`
1. WHEN SOIL MATERIAL IS REASONABLY UNIFORM, APPLY LIME AND ORGANIC COMPOST ACCORDIM . TO SOIL TEST REPORT, IN TI-aE io°oe ABSENCE OF A SOIL TEST APPLY LIME AS FOLLOWS a~ I~(I~ik~IF-UI I -I a'i,t ~ ~ '~~~1'~~4°C 1~~~`~~~
a' DO NOT ENTER e~ TONSIACRE LBS./1000 SQ. f I a' ~ 7, _ z' ~ lit ~ - - _SCARIFY SIDES OF TREE PI7 WITN RAKES Z '~~~nit,~`` v~•` 7' _ i- OR TINES W '4~1A P~~~`~
CLAY AND CLAY LOAMS 3 135 ' ~ ~ttt M a' Ntt~' , ~ sEC~Ia~ tEtEl t
SANDY LOAMS, LOAMS, SILT LOAMS 2 90 SIGN DETAN.. - UNDISTLI2BED EARTH Z Q
LOAMY SANDS, SANDS I ~ U ;l T Mn.
AGRICULTURAL LIME USED SHALL BE WITHIN THE SPECIFICATfON OF THE NC DEPARTMENT OF Ai .I-'h;ULTURE z W '
~ ZC3 DATE 2
I 2. RATES OF ORGANIC COMPOST APPLICATION C-9 NTS i"-25" CALIPER ~
PLANTING TURF AREAS. C-9 NTS A. 2 DEPTH ON ALL ~ _ _ F--
3. LIME AND COMPOST WILL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL, DURING SEEDBED F'I-'I PARATION. U 0
A, ON-FIELD CONDITIONS OR SLOPES TNA7 ARE 3~1 OR FLATTER, PERPARE A SEEDBED 6 INCHE`. I SEEP, EXCLUDING ROCK. BB N ECURED WITN GALVANIZED F=- NOTES ~ Ru ER osE s _ WIRE OR NYLON WEBBING TREE TIES
B. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREP;'~I-Fp, SCARFICATION OF EXISTING SOIL
3' RADIUS MIN. FOR TREES 2" CAL. INSURE THAT BASAL ROOTS OR TRUNK C9 FOR GRADED DEVELOPN~T1 I AREAS OR GREATB2 TAPER IS VISIBLE-DO NOT COVER WITN SOIL Z
SEEDBED PREPARATION FOR GRAC C. SEEDING OR STRAW ~ Z AND SPREAD AVAILABLE TOPSOIL 3" PEEP 9HR~AD~IUCA`~OR TREES LESS Q
I FR M ATTACHED TABLE, CONSIDERING PLANT ADAPTATION TO DESIRED USE, SI1 i r0 BE VEGETATED, I. CHISEL COMPACTED AREAS AND SPREAD / SELECT SPEC ES 0 OVER ADVERSE SOIL CONDITIONS AS A FIN IONS AS A FINAL OPERATION IN GRN 'ING. PULL BACK BURLAP ON TRUNK AT UPPER d`
SEEDING DATES AND MAINTENANCE REQUIREMENTS. UTILIZE TI-E ATTACHED SEEDING SCHEDULE ,APPROVED FOR THIS RIP THE ENTIRE AREA TO 12" DEPTH. AREA BY THE WAKE COUNTY SOIL CONSERVATION DISTRICT. SEED USED SHALL BE LABELED TO ; ~I b ~W THEY ARE WITHIN THE DEPTH. I/2 OF ROOT BALL REMOVE STRING AND ~ FOR TREES PLANTED ON SLOPES
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE AS TO PURITY, GERMINA i i~ )N, AND PRESENCE OF LESS THAN 3'L TAPER SOIL AROIA~ WIRE BASKETS U
RESTRICTED OR PROHIBITED WEEDS. EROSION CONTROL PLANS OR SEEDING CONTRACTS SHOULD I I' .7 SPECIES OR MIXTURES 2. REMOVE ALL LOOSE ROCK, ROOTS, AND 0 TO BE USED, PLANTING DATES, SEED GERMINATION AND PURITY THAT ARE ACCEPTABLE. FROM THE SURFACE THAT WILL INTERFERE ROOTS, AND OTHER OBSTRUCTIONS TREE 1.5X WIDTH OF TREE BALL ~ Z VILL INTERFERE WITN ESTABLISNMENI FOR TREES PLANTED ~ SLOPES /-ROOT BALL BEB OR CONTAINER
I. CONVENTIONAL SEED -SEED ON A FRESHLY PREPARED, FIRM SEEDBED, USE ECUIPMENT THAT Uvll I_ APPLY SEED AND MAINTENANCE OF VEGETATION. LEAVE :TATION. LEAVE SURFACE REASONA(+I i GREATER THAN 3~I, TIC SOIL TAPER
UNIFORMd.Y SUCH AS CULTIPACKER SEEDER, DRILL, OR CYCLONE SEEDER. COVER SEED LIGNTL7 WITH SEEDING SMOOTH AND UNIFORM FOR FINAL SEEDBE FINAL SEEDBED PREPARATION. ARO~ r~ TREE Suou.D NOT PINE STRAW MULCH AT 4 5" DEPTH 0 EXCEED 2'I.
EQUIPMENT OR CULTIPACK AFTER SEEDING. 3. APPLY AGRICULTURAL LIME AND ORGANIC AND ORGANIC COMPOST NATIVE SOIL OR APPROVED IMPORTED ~ W )IL (IN ABSENCE OF A SOIL TEST, BAIL DEPTHS SHOULD BE I/2 TIC BACKFILL U1
R ANY LEGUME BEING SEEDED. TWICE TI-E RECOMr\II NDED RATE WILL EE UNIFORMLY AND MIX WITH SOIL (IN ABSENCE 2. USE INOCULANT PREPARED SPECIFICALLY FO SEE RATES BELOW) BALL ABOVE GRADE, BUT IF DEPTHS
USED WHEN SEEDED DRY WITH CONVENTIONAL EQUIPMENT, APPLY VARY ALL TREES IN A GROUP - T N /ACRE FC'I-' ~ sEr So THAT THE EXISTING GRADE ~ _
AGRICULTURAL LIMESTONE - 2 TONS/AC JE 2 TONS/ACRE (3 0 S BASE of TI-E TRLa~ wILL LU APPEAR TO ~ SANS RELATIVE Z
3. MULCHING -MULCH ALL PERMANENT SEEDINGS ON CRITICAL AREAS IMMEDIATELY AFTER SEEDY l . Ut`LESS SUFFICIENT CLAY SOILS) MULCH IS PRESENT FROM PREVIOUS TEMPORARY VEGETATION GROWN. MULCH IS ESSENTIAL T~ ~ PROTECT SEEDLINGS ORGANIC COMPOST - 2" DEEP DEEP ELEVATION' ~
AND AREA FROM EROSION LNTIL PLANT COVER IS ESTABLISHED. REFER TO MI,ICNING SPECIFIC: I IONS FOR KINDS, MULCH - 2 TONS/ACRE -SMALL GRAIN AND AMOUNTS AND ANCHORING METHODS. ANCHOR- 300 GAL/ACRE -ASPHALT E MALL RAIN TRAW Q S G S ' - A PNALT EMULSION ~
4, IRRIGATION - SLPPLEMENTARY IRRIGATION WILL SPEED l.P THE ESTABLISNM~ENT OF PLANT COVET-' DURING MOST SEASONS E S _ . ~ 0
AND MAY PREVENT FAILURE OF SEEDINGS NOT MADE AT OPTIMUM PLANTING DATE OR SEEDING , ON ADVERSE SITE z 'VELL-PULVERIZED, FIRM, REASONABLE I INIFORM TAK R APPROVED EQUAL-3 0
CONDITIONS. WHERE IRRIGATION IS USED, WATER MUST BE APPLIED AT A RATE THAT WILL NOT ! AUSE SOIL MOVEMENT. 4, CONTINUE TILLAGE UNTIL AWELL-PULVERIZE SEEDBED IS PREPARD 6" DEEP. ' ~ 2x2 S E 0 -P. _ PER TREE ~
D. TREATMENT N I I IIGNTLY ~ U 2ED SEEDBED AND COVER SEED W
R AN MAINTENANCE IS THE MOST IMPORTANT CONTROLLABLE FACTOI-~ IN RETAINING AN EFFECTIVE 5, SEED ON A FRESHLY PREPARED SEEDBED TREATMENT AFTE SEEDING D OR CULTIPACK AFTER SEEDING. VEGETATIVE COVER, THE KIND OF GRASS OR GRASS-LEGUME, SOIL, WEATI-ER AND LEVEL OF MAfdn~;EMENT ONE ING. ~ SCARIFY SIDES OF TRf~ PIT WITH RAKES 0
DESIRES TO GIVE A SEEDING DETERMINES THE FERTILIZATION NEEDED AFTER THE FIRST YEAR. 6. MULCH IMMEDIATELY AFTER SEEDING AND SEEDING AND ANCHOR MULCH. 0 ~ OR TINES ~ - W i
I. REPAIRS -INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEOINlGS WITHIN rI-E PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60~ DAMAGED, RE-ESTABLISH FOLLOWING ORIc ;INAL 7. INSPECT ALL SEEDED AREAS AND MAKE T SAND MAKE THE NECESSARY REPAIRS OR - W
SEEDING RECOMMENDATIONS, RESEEDINGS WITHIN THE PLANTING SEASON ~NTING SEASON, IF POSSIBLE. IF STAND ~ AGED, REESTABLISH FOLLOWING ORIGINAL UNDISTURBED EARTH ~~11
2. CONTROL WEED GROWTH DURING ESTABLISHMENT MECHANICALLY AND/OR HERBICIDES. WHEN CHEMICALS ARE SHOULD BE OVER 60~ DAMAGED, REESTAE USED, FOLLOW CURRENT NORTH CAROLINA AGRICULTURAL EXPERIMENT STATION'S WEED CONTROL RECOMMENDATIONS LIME, FERTILIZER AND SEEDING RECOMMEN[ U' I.L. ~G RECOMMENDATIONS. D
AND ADI-ARE STRICTLY TO INSTRUCTIONS ON THE LABEL. 8. THE LANDSCAPE CONTRACTOR SHALL FUR F RNI N TO 7NE OWNER PROPERLY ~ OR SHALL U S ~
PLANTED, FERTILIZED, AND MAINTAINED LIVI' 11 LPL AAINTAINED LIVING GRASS AT THE DATE OF 3
ACCEPTANCE. THE DATE OF ACCEPTANC THE OWNER'S ANp LANDSCAPE ARCHITEC )F ACCEPTANCE SHALL BE ESTABLISHED AFTER Q APE ARCHITECT'S REVIEW DETERMINES THAT THE U-9 NTS 2.5 CALIPER OR LARGER ~
GRASS COVERAGE MEETS OR EXCEEDS 81 )R EXCEEDS 80 PERCENT MINIMUM LIVE ~ ?ASS WITH NO BARE SPOTS GREATER THAN ~
COVERAGE FOR SEEDED GRASS WITH NO THREE (3) SQ. FT. SPACED NO CLOSER TN, R THAN TEN (10) FT. THE TOTAL OF W L1. ~0 CLOSE
WNICN SHALL NOT EXCEED TWENTY (20) P SOD IF USED SHALL MEET 100 PERCENT C TWENTY (20) PERCENT OF THE GRASSED AREA. JO PERCENT COVERAGE IN FULL GROWTH. U
d
GROLfVD COVER (POTS OR W
BARE ROOT AS SPECIFIED) -I z 0
SEEDING SCHEDULE PINE STRAW MULCH ®3" J
DEPTH. (INSTALL UNDERGROUND) ~ Z
SHOULDERS, SIDE DITCHES AND SLOPES
SLOPES (3~1 TO 2~U SEEDING SCI-EDI~.E EXISTING GRADE W
Q - ~ J - ~
DATE TYPE PLANTING RATE _ - 4" DEPTH 'V' CUT
MARCNI - JUNE I SERICEA LESPEDEZA (SCARIFIED) 50 LBS/AGRE SHOULDERS, SIDE DITCHES AND SLOPES AND J ' AROUND BED (TYPJ ~ 0
MARCH I -APRIL 15 ADD TALRL FESCUE 120 LBS/ACRE (SLOPES MAX. 3~D 0 UNDISTURBED EARTH ~
MARCH I -JUNE 30 ADD WEEPING LOVEGRASS 10 LBS/ACRE TNOROUGI~-LY TILL NATIVE SOIL Z
OR DATE TYPE ~PE PLANTING RATE TO 6" DEPTH, INSURE THAT Q P ITIVE 1- V J SURFACE NAS OS
MARCH I -JUNE 30 ADD NULLED COMMON BERMUDAGRASS 25 LBS/ACRE JUNE 1 - SEPTEMBER I TALL FESCUE AND ~OLLB S/ACRE AUGUST 15 - NOVEMBER I TALL FESCUE 300 LBS/ACRE DRAINAGE U
+~*BROWNTOP MILLET 5 S/ACRE ALL FESCUE 300 LBS/ACRE ~ I"'~
*~*OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE NOVEMBER I - MARCH I TALL FESCUE A ALL FESCUE AND ABRUZZI RYE AND 50 LBS/ACRE U 4 ~
SEPTEMBER I - MARCH I SERICEA LESPEDEZA (UNNULLED-UNSCARIFIED) 70 LBSlACRE AND TALL FESCUE 120 LBS/ACRE MARCH I -APRIL 15 TALL FESCUE ALL FESCUE 300 LBS/ACRE C-9 NTS ~
ADD ABRUZZI RYE 25 LBSIACRE
APRIL 15 -JUNE 30 NULLED COMMOI ULLED COMMON BERMUDAGRASS 50 LBS/ACRE J J
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. JUNE 30 -AUGUST 15 TALL FESCUE A 300 LBS/ACRE Q ALL FESCUE AND BROWNTOP MILLET AND 50 LBS/ACRE ~
THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, Z
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. INSURE THAT STEM IS VISIBLE-DO Q NOT COVER WITH SOiL OR STRAW ~
~~*TEMPORARY CONSLUT EROSION CONTROL ENGINEER OR SOIL CON`
RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION ROOT BALL Z ~R TEMPORARY VEGETATION OF DENUDED AREAS. THE
PERMANENT VEGETATION, DO NOT ALLOW TEMPORARY CONCERNING OTHER ALTERNATIVES FOR TEMPORARY COVER 70 GROW OVER 12 INCHES IN NEIGNT BEFORE ABOVE VEGETATION RATES ARE THOSE WNICN DO W WNICN DO WELL UNDER LOCAL CONDITIONS, Q
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE, IS REQUIRED. ARE POSSIBLE. APPROVAL OF ALTERNATIVES BY THE LANDSCAPE ARCHITECT PINE STRAW MULCH AT 4-5" DEPTH o PROJECT #
1137-02084
~~~TEMPORARY COVER ONLY RESEED ACCORDING TO OPTIMUM SEASON FOI z IM SEASON FOR SPECIFIED EXISTING GRADE ~ D R A WI N G NAM E
PERMANENT VEGETATION. DO NOT ALLOW TEN ~T ALLOW TEMPORARY
COVER TO GROW OVER 12 INCHES IN NEIGNT B .S IN HEIGHT BEFORE TV IL R APPROVED YMCP303CD08 NA I E SO 0
RIPARIAN SEED MIX MOWING. ERADICATE COMPETING TF~IPORARY _ PERMANENT COVER INSTALLATION PER PROJE( o TEMPORARY COVER PRIOR TO _ _ P _ _ , _ _ IMPORTED BACKFILL Q . )N PER PROJECT SPECIFICATIONS. _ _ d DATE:
.mz. . _ - - ~ 4/28/03 .._.L
BOTANICAL NAME COMMON NAME % :.4e..e _ ~ _~L:=z C REVISIONS:
LEERSIA ORYYZOIDES RICE CUTGRASS _ 1D
JUNCUS EFfUSUS SOFT RUSH 10 PANICUM VIRGATUM DEERTONGUE 10 DISTURBED NATIVE SOIL _ Z
ARUNDINARIA GIGANIEA SWITCHGRASS 10 UNDISTURBED EARTH ~
CHASMANTHIUM LATIFOLIUM GIANT CANE 5 W
SCIRPUS AMERICANUS RIVER OATS 10 SCIRPUS CYPERINUS THREE-SQUARE BULRUSH 5
ELYMUS VIRGINICUS WOOLGRASS 5 5
~ SHEET N0.
HYSIKIAHAIULA VINUINIAVVIWKYt 0 G9 Ni5 ~
CAREX LUPILINA HOP SEDGE 10 EUPATORIUM FISTULOSUML JOE PYE WEED 10 z
LOBELIA CARDINALIS LOBELIA CARDINALIS 5 FINAL DESIGN N CM9
RIPARIAN SEED MIX PLANTING RATE 10-12 Ibs PER ACRE NOT F NOT RELEASED FAR CONSTRUCTION g
RECOMMENDED PLANTING DATES MARCH-MAY
0

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TOPSOIL INS SEE ENLARGEMENT TO RIGHT ~ ~ TOPSOIL INSIDE ~ R T MA S TO INFILTRATE 0
RI(~ RINGS / \ 00 S ~
NYDROGROW MIX BELOW RING / \ TOPSOIL AND FILL GRASS ~ PAVING REINFORCEMENT 0
BERMUDA- GRASS SOD BERMUDA SUPPLIED BY MANUFACTURER / ~ ~ .J ~ ~ I BRASS SOD I W
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EN~ARGEMEI~T ~ SECTI0~1
z
NOTES
INSTALLATION TO BE IN ACCOR[ IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, ~ Q
-PRL=PARATION- _ J
I, PLACE BASE COURSE MATERL RSE MATERIAL OVER PREPARED SUBBASE AND GEOTEXTILE TO GRADE SHOWN ON PLANS.
2. SPREAD ALL NYDROGROW MD R TARP PREADER. THE NYDROGROW MIX SHOULD BE ~ ROGROW MIX PROVIDED EVENLY OVER THE SURFACE OF THE BASE COURSE WITH A NAND HELD OR WHEELED 0 S 0 -
PLACED IMMEDIATELY BEFORE II _Y BEFORE INSTALLING THE GRASS PAVING REINFORCEMENT UNITS TO ASSURE THAT THE POLYMER DOES NOT BECOME WET AND EXPANDED WHEN INSTALLING THE ~
UNITS. z 0
H
-INSTALLATION GRASS PAVING ~ SS PAVING REINFORCEMENT UNITS- U
I, INSTALL THE GRASS PAVING R INTERLOCK THE UNITS. UNITS C. ~S PAVING REINFORCEMENT UNITS BY PLACING UNITS WITH RINGS FACING UP, AND USING SNAP-FIT FASTENERS PROVIDED TO MAINTAIN PROPER SPACING AND ~ O i^S. UNITS CAN BE EASILY SHAPED WITH PRUNING SNEAKS OR KNIFE. UNITS PLACED ON CURVES AND SLOPES SHALL BE ANCHORED TO THE BASE COURSE, USING ISI 0
ANCNORS> OR 16D COMMON NAZI -OMMON NAILS WITH FENDER WASHERS, AS REQUIRED TO SECURE UNITS IN PLACE, TOPS OF RINGS SHALL BE FLUSH WITH SURFACE OF ADJACENT HARD-SURFACE ~
PAVEMENTS. W
2. INSTALL SANDY LOAM TOPSO OAM TOPSOIL,
3. THE TOPSOIL IS SPREAD LATE 'PREAD LATERALLY FROM THE PILE USING FLAT BOTTOMED SHOVELS AND/OR WIDE "ASPHALT RAKES" TO FILL THE RINGS. A STIFF BRISTLED BROOM SHOULD BE USED J ~ Q
FOR FINAL "FINISHING" OF THE T G" OF THE TOPSOIL.
4. THE TOPSOIL MUST BE "COMF ~T BE "COMPACTED" BY USING WATER FROM NOSE, IRRIGATION HEADS, OR RAINFALL, WITH THE FINISH GRADE NO LESS THAN THE TOP OF RINGS AND NO MORE THAN ~ z TOP OF RINGS. Q
6mm (0.25") ABOVE TOP OF RIN( C'?
-INSTALLATION OF GRASS- BRASS- Z
I, INSTALL THICK BERMUDA GRA: 2M A RA SOD OVER BARE RINGS, USING TIGHT JOINTS BETWEEN SOD. VIBRATE THE SOD INTO RINGS WITH ROLLER OR PLATE, WITH SOD IN A MOIST CONDITION, ~ UD G SS
UNTIL THE BOTTOM OF SOD TOI T NE BASE OF PAVER (USUALLY ~ TO 4 PASSES WITH VIBRATION). Q OF SOD OUC S ~ - - -
2. WATER SOD AS NECESSARY ~ECESSARY ACCORDING TO CLIMATIC REOUIREMENTS. o PROJECT ~
~ 1137-02084 z
-CLEANING- I. REMOVE AND REPLACE SEGMf F R M NT NIT WHERE THREE OR MORE ADJACENT RINGS ARE BROKEN OR DAMAGED, REINSTALLING AS SPECIFIED, SO DRAWING NAME 'LACE SEGMENTS OF GRASS PAVING REIN 0 CE E U S
NO EVIDENCE OF REPLACEMEN- .PLACEMENT IS APPARENT. YMCP303CD08
2. PERFORM CLEANING DURING NG DURING THE INSTALLATION OF WORK AN UPON COMPLETION OF THE WORK. REMOVE ALL EXCESS MATERIALS, DEBRIS, AND EQUIPMENT FROM SITE, REPAIR ANY Q - -
DAMAGE TO ADJACENT MATER IA AND RFACES RESULTING FROM INSTALLATION OF THIS WORK. ~ DATE: ,ENT MATER LS SU
n. 4/28/03
I 0 REVISIONS:
C-10 NTS 0
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Q SHttl IV V.
t9
z
FINAL DESIGN ~ C'10
NOT RELEASED FOR CONSTRUCTION g N

00+50 01+00 01+50 02+Gu 02+50 03+00 03+50 04+00 04+50 o~~
00+00 d~N
GENERAL NOTES °N~ ~
a 0° 1. DESIGN LOADS; z z
JJq, ~
PEDESTRIAN UVE LOAD (BOARDWALK) 85 PSF ~ z ~ x QQ~
PEDESTRIAN LIVE LOAD (OVERLOOK 60 PSF ~ ~ } ~ VEHICULAR LIVE LOAD 1 TON ~ ~
WIND LOAD: ~ ~ o N
zzo~
ROTATED ABOUT THIS POINT SUPERSTRUCTURE ° i ~c~~
~ TRANSVERSE 35 PSF w
LONGITUDINAL 8 PSF ~ Q J ROTATED ABOUT THIS POINT ~ ~ ~ ~
TOP OF TIMBER FIANDRAIL OVERTURNING 20 PSF
(np,~ BOARDWALK FFE=298.8 ~ ' SUBSTRUCTURE 40 PSF
5~ MAX. SLOPE LATERAL EARTH PRESSURE 40 PSF
NORMAL WSEL= NORMAL WSEL=292.7 ~ ® APPROACH STREAM PRESSURE ~I- 55 PSF
5% MAX. SLOPE 100 YR. WSEL=296.60 ~ 2. ALL PLACEMENT OF REINFORCING STEEL SHALL BE INSPECTED Y TH WN B E 0 ER S
® APPROACH REPRESENTATIVE PRIOR TO THE ORDERING AND DELIVERY OF CONCRETE.
310
305 r-,,, 3. ALL FASTENING HARDWARE SHALL BE HOT DIPPED GALVANIZED OR STAINLESS ~
300 0 STEEL 304 OR 316. _ o
- _ _ ~ w 4. DIMENSIONS ARE BASED ON NOMINAL TIMBER SIZES. _ ~ - -----u------J-- ii ~
295 _ rr _ - ~ 0 5. TIMBER RAILING SHALL BE INSTALLED WHEN TOP OF BOARDWALK DECK IS ~
290 ~ ~ _ _ W ~ .I „ - - J rn THIRTY OR MORE INCHES ABOVE THE FINISHED GRADE. ~ - ~ ~ N FILL ~
o h ~ - rj ~ -----lu - 285 ~ ~r ~ u ~ ~ FILL rn ry w j h ~ 'J ti ~ 6. HELICAL PIER ANCHORAGE SHALL BE USED ON BOARDWALK #2 (WETLAND}
rN e o ~ o ~ AND DRIVEN PILES ON BOARDWALK 1 LAKE . o " ~ # ( )
~ w ~ ~ N rr ~ N z
rr ~ ~ ; 8" SQ. TIMBER PILES r! 7 NT T R SHALL FEILD V RIFY ATI I N ~ ..C . CO RAC 0 E ALL DIMENSIONS, ELEV ONS, & LOCATO S _
PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY ELEMENTS EXISTING GROUND LINE
(~`P') XI TIN P N BED LINE ESGOD THAT MAY AFFECT CONSTRUCTION.
8. ALL DECKING, JOISTS, & GIRDERS SHALL BE SOUTHERN YELLOW PINE GRADE w
N0.1 UNLESS NOTED OTHERWISE °
w 1l ~3
9. ALL PILES SHALL BE INSTALLED TO RESIST A 5 TON MINIMUM SERVICE LOAD. ~ z
0
10. X-BRACE ALL POST W/ 2x6 BRACING WHEN POSTS ARE GREATER THAN 5'-0" ~
ABOVE EXISTING GROUND LINE. z w
I ~ 11. CONCRETE SHALL HAVE M NMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. ~
~
S-1 12. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY ~
GEOTECHNOLOGIES, INC., DATED NOVEMBER 7, AND TO ESTIMATE PILE AND o V
PIER LENGTHS. _ Z
13. PROVIDE BLOCKING AT ENDS AND MID-POINT OF ALL JOIST UNLESS OTHERWISE ~
NOTED. z red
A I N T AN H NAMIC ~ 14. ALL STRUCTURES RE DES G ED TO RESIST HYDROS ATIC D YDRODY Q FLOOD FORCES INCLUDING THE AFFECTS OF BUOYANCY AND ANTICIPATED ~ W
o IS IMPACT FORCES FROM TH 100-YR FLOOD ELEVATIONS SHOWN ON -J DEBR E ~
- Q THE PLANS. _
~ ~
w o
w
0 Z w
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N C ~ IN FEET Phone [phone] Fax [phone]
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141

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0 OF 7

NOTES ~ ° o Q ~ N OrCO
ti 1. ~ ~N~ SEE GENERAL NOTES ON SHEEP S-i. Q
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~ 295.80 ~ ~ ° ~ X102 716273.5087. 2093016.9274 Z
° o° - - 4 PROPOSED FILL #103 716297.0808 X2093000.4218 4 ULIVUII UL.U-NILJ w
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#108 716304.8422 2092991.7772 Q> a- OVERLOOK DECKING PLAN & PROFILE - WOOD SCREWS PER ATTACHMENT LOCATION. C I V I L & S T R U C T U R A L ENGINEERS ufi S=6
C 109 716295.3278 2092995.2402 4911 Green Road Suite 107 Raleigh, NC 27616 p
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o ALPHA & OMEGA GROUP CIVIL & STRUCTURAL ENGINEER S cn S=7
4911 Green Road Suite 107 Raleigh, NC 27616 ED
Phone [phone] Fax [phone] O
Email info (aaogroup.com www.aogroup.com N
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