20030642 Ver 1_COMPLETE FILE_20030528

Wetlands Tracking
401s
Facility Name Pirates Cove Greenway

Project Number 03 0642 ? Express
Project Type purpose of access to greenway trail ) County Wake
Location UT to Long Branch Cary' County2
Received From APP COE ID # Region Raleigh
Received Date May 28, 2003 COE Susp Date Reg. Contact
Sent to Region Date DCM Susp Date J APPLICATION FEE INFO
Rcvd Region Date TIP Number Payment Date
Last Action Date May 30, 2003 More Info Requested Amount Paid
Last Action Issue NBR More Info Received Payor
Latitude (ddmmss) 354525, 354545 Mitigation ? Check #?
Longitude (ddmmss) -784547, COC Received Date
Public Notice Written I Public Notice Comment Period
Date ReceivedDate Ends Date
Certificates Stream

€ Class I Area
I Area t Length Length
' j
' (acres).
)
Permit ` Wetland

cent J Wetland

Score s Wetland
Stream
Subbasin - (acres
Req. (feet)

' (feet)
Type Type Impact
'

F
Class
Index Prim. $ Su
Pp i Appr, i Req. Appr.
NBR BA Buffers O Y ON 27-43-2.8 A2LI NSW 030402 error 0.07 0.07
OY ON
{ 7
Total for 401: 0.07
Stream Impacts (ft.)
W RP - - - -- - Mitigation ;
Mitiqlation Project Wetland Wetland Area Length Completion Peren- Inter-
- - Subbasin ?
MitigationType Number Type Class (acres) (feet) Date nial mittent i
Total Mitigation:
D _.
OF \ NA TF9 I
Wi
O? QG North Carolina Department of Environm
7 Alai
=1
May 30 ??
Town of Cary
111 James Jackson Avenue, Suite 102
Cary, NC 27513
Subject Property: Pirate's Cove Geeenway,
K«? s a rD
DWQ Prod
Co
Page 1 of 2
ewee
?(,sirtt !?":ttr t Wr! s?,?CJ!
y
NC
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B.0-23a)-AUTHORIZATION CERTI ATE
To Whom It May Concern:
You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to impact
approximately 0.068 acres of the protected riparian buffers for the purpose of constructing the greenway trail as described
within your application dated may 23, 2003. 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 regulations.
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 authorization and approval letter and is thereby responsible for complying with all conditions. For this
approval to be valid, you must follow the conditions listed below.
Conditions:
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 213 .0233(5).
2. Certificate of Completion
Upon completion of all work approved within this authorization, 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.
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. 15013.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 213 .0233. If you
have any questions or would like a copy of the buffer rules, please call [phone]. This letter does not authorize any
AXIA
N WENH
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
DWQ P.
Project Name: Pirates
i
impacts to either Waters of the United States or Waters of the State. Please contact the US Army Corn,,
(USACE) or NC Division of Water Quality (DWQ) if any impacts are proposed to either of these waters.
Sincerely,
cc:
Todd Preuninger, S&EC, Inc.,
DWQ Raleigh Regional Office
File Copy
Central Office
Klimek, P.E.
'Q, Director
54
DWQ # 03-0642
\,NA Michael F. Easley, Governor
0? 9 William G. Ross Jr., Secretary
`OCR pG North Carolina Department of Environment and Natural Resources
Cq 7 Alan W. Klimek, P.E., Director
j Division of Water Quality
May 30, 2003
DWQ Project No. 03-0642
County: Wake
Page 1 of 2
Town of Cary
111 James Jackson Avenue, Suite 102
Cary, NC 27513
Subject Property: Pirate's Cove Geeenway, Cary, NC
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B.0233) AUTHORIZATION CERTIFICATE
To Whom It May Concern:
You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to impact
approximately 0.068 acres of the protected riparian buffers for the purpose of constructing the greenway trail as described
within your application dated may 23, 2003. 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 regulations.
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 authorization and approval letter and is thereby responsible for complying with all conditions. For this
approval to be valid, you must follow the conditions listed below.
Conditions:
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B .0233(5).
2. Certificate of Completion
Upon completion of all work approved within this authorization, 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.
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. 150B.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B .0233. If you
have any questions or would like a copy of the buffer rules, please call [phone]. This letter does not authorize any
A
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
May 30, 2003
Wake County
DWQ Project # 03-0642
Project Name: Pirates Cove Greenway
impacts to either Waters of the United States or Waters of the State. Please contact the US Army Corps of Engineers
(USACE) or NC Division of Water Quality (DWQ) if any impacts are proposed to either of these waters.
cc: Todd Preuninger, S&EC, Inc., Proj
DWQ Raleigh Regional Office
File Copy
Central Office
DWQ # 03-0642
Sincerely,
Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
fo 011
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd.
Parkview Building
Raleigh, NC 27604

RE: Buffer Compliance and Courtesy Notification
Pirates Cove Greenway
Cary, Wake County, North Carolina
S&EC Project #: 00-5354
Dear Mr. Domey & Ms. Wade:
ilk
MAY 2 9 2003
]ATE UALi Y CTION
On behalf of the Town of Cary (property owner), we hereby request written concurrence
from the North Carolina Division of Water Quality that the project complies with the
Neuse Buffer Rules for buffer impacts associated with trail maintenance and the
installation of two wooden foot bridges along an existing greenway trail. A Pre-
construction Notification Application (PCN) is attached, which includes an agent
authorization form.
An existing gravel greenway trail is located along the eastern perimeter of the Pirates
Cove subdivision, located north of Interstate 64 in Cary, NC. S&EC evaluated the area in
the vicinity of the proposed bridge crossings and along the existing trail for the presence
of wetlands in May 2000 and in May 2003. No wetlands were identified within the
project boundaries. Data forms supporting our delineation are included with the
attachments. Please refer to the attached map (Figure 1) for the project's location on a
USGS topographic quadrangle.
The proposed project will involve two tasks: 1) paving the existing gravel trail; and 2)
installing wooden footbridges that will allow the adjacent property owners access to the
greenway trail. Additionally, as part of the trail improvements, existing culverts will be
replaced and additional culverts will be installed to improve storm drainage. Two
segments of the trail will be slightly re-aligned in order to prevent further erosion of the
stream banks (see attached plans). Following construction, these areas will be re-planted
to stabilize the stream bank. The buffer impacts are described below.
Charlotte Office: Greensboro Office: HickoEy Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] ! Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
USACE
Attn: Ms. Andrea Wade
6508 Falls of Neuse Rd.
Suite 120
Raleigh, NC 27615
01, ?SEIay 23, 2003
May 23, 2003
S&EC Project #: 00-5354
Page 2 of 2
Impact I (Greenwood Circle Trail Extension) - Buffer, Compliance
The applicant proposes an asphalt pathway six feet wide and approximately 110 feet
long. The pathway will extend from Greenwood Circle to the existing greenway trail. A
wooden footbridge, 25 feet long and six feet wide, will extend over the intermittent
stream. The footbridge will not impact the stream channel. A total of 1,674 sq. ft. (Zone
1 - 1,173.39, Zone 2 - 500.61) of Neuse Buffers will be impacted. Because there are no
stream or wetland impacts associated with the proposed greenway, only buffer
compliance is required for this activity.
Impact 2 (Kingston Ridge Trail Extension) - Buffer Compliance
The applicant proposes an asphalt pathway six feet wide and approximately 80 feet long.
The pathway will extend from Kingston Ridge to the existing Greenway trail. A wooden
footbridge, 25 feet long and six feet wide, will extend over the intermittent stream. The
footbridge will not impact the stream channel. A total of 1,307.53 sq. ft. (Zone 1 -
818.33, Zone 2 - 489.2) of Neuse Buffers will be impacted.
In the past, the NC-DWQ has considered gravel footpaths' as impervious surface,
therefore, we do not believe that paving the existing greenway trail violates the intent of
the Neuse Buffer rules. No new stormwater will be conveyed by the installation of
additional culverts beneath the trail, therefore, we do not believe level spreaders should
be required. However, the applicant has proposed dissipator pads in order to reduce the
flow of stormwater. In an effort to minimize buffer and stream impacts, the trail was
aligned at a perpendicular angle to the creek and footbridges, rather than culverts, were
used at creek crossings.
Sincerely,
Sean Peffer
Environmental Scientist

Todd Preuninger
Biologist
Attachments:
Pre-construction (PC1? notification form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Detailed Impact Maps
Upland Data Form
Agent Authorization Form
Office Use Only: Form Version May 2002
IUSACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N/A
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Cary
Mailing Address: 111 James Jackson Avenue Suite 102
Cary NC 27513
Telephone Number: 919-462-3863 Fax Number: 919-469-4344
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: PreuningeraSandEC.com
Page 1 of 8
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 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Pirates Cove Greenway
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the downtown area of
Cary, proceed south on Walnut Street approximately 1.75 miles until reaching Greenwood
Circle Impact 1 is at the end of the road. Proceed further south on Walnut Street, from
Greenwood Circle approximately 0.25 miles until reaching, Kingston Ridge. Impact 2 is at
the end of the cul-de-sac.
5. Site coordinates, if available (UTM or Lat/Long):Imnactl: 035°45'24.68"N/078°45'47.22"W
Impact 2: 035°45'44.68"N/078°45'46.76"W
(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. Property size (acres): N/A- Linear Project
7. Nearest body of water (stream/river/sound/ocean/lake): UT Long Branch
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o.enr.state.nc.us/admin/maps/.)
Page 2 of 8
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: An existing residential subdivision adjacent to an unpaved
Greenway trail.
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project consists of extending a Greenwav trail from two residential streets and
crossing an intermittent stream at two points with wooden footbridges. In addition, the
applicant proposes to pave and existing gravel trail improve storm drainage along the trail
alignment.
11. Explain the purpose of the proposed work: Construction, by the Town of Cary, to create
access to an existing Greenway trail from two residential neighborhoods.
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.
S&EC delineated wetlands along the existing _greenwav trail and at the proposed bridge crossings
in May 2000 and May 2003.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated
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, permanent
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
Page 3 of 8
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Footbridges will be installed,
therefore, no impacts are proposed for the intermittent stream channel.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within , Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
NA NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 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 htip://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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: NA - Linear
Project
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
NA NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (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.usEs.ggv. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name Wat Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 4 of 8
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands [stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
VII.
VIII.
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
In order to minimize impacts, bridges were used at the creek crossings and the trail was aligned
at an annroximately nemendicular anLyle to the stream.
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
Page 5 of 8
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
ham://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's' responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
I
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ? 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 ? No ?
Page 6 of 8
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
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 ? If you answered "yes", provide the following information:
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 1
(Square feet Multiplier Required
Mitigation
1 1,173.39 3 N/A
2 500.61 1.5 N/A
Total 1,674 N/A
Zone* Impact 2
(Square feet Multiplier Required
Mitigation
1 818.33 3 N/A
2 489.20 1.5 N/A
Total 1,307.53 N/A
• Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from 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.
N/A
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA - application is for the construction of a Greenway trail improvements
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
MV. 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).
Applicant/Agent's Signature D Ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

8n

GREENWOOD CIRCLE BRIDGE ENLARGEMENT
L_EC?; EN ?-') Buffer Impact Zone #1: 1,173.39 sq. ft.
Buffer Impact Zone #2: 500.61 sq. ft.
(LS) EXISTING SANITARY SEWER MANHOLE
Total Impact 1,674.00 sq. ft.
PROPOSED RCP. (SEE FLAG NOTES FOR SIZES)
PROPOSED DIVERSION DITCH
-- --,-- x-X-•-<- TYPICAL SPLIT RAIL FENCING GRAP111C SCALE
Mai NCDOT CLASS B RIP RAP AT PIPE OUTLET
40
20 0. 10 20
r/77-1-17-7-1 INDICATES LOCATION OF EXISTING GRAVEL PATH ; inch - ?0 ft.
L11 L?1 L/1 A TO 8E RELOCATED AS SHOUX
rxoafic' No. CRY-01000
' THE JOHN R. McADAMS
too FILENAMfic SHEET4
DWG
PI
S COVE
RATE
GREEN WWY COMPANY, INC.
URVEYORS
. ENGINEERS/PLANNERS/S
y SCALE: 1 „_20'
SITE BRIDGE RESEARCH TRIANGLE PARK. NC
DETAILS P.O.. BOX 14006 ZIP 27709-4006
naTE: 10/23/01 [phone]

em

• yea. ?.

486 1
kilt
?s
V

Greenwood Circle Crossin
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•
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} p
• ? :? 1? ? G E
OD ?? /

Pirate s ove eenway (existing)

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_

tl \
p

1
r
- Kingston Rid a Crossin of 3959 N.

7
•
' 35 `45'
-
INTERIOR--GE LOGICAL SURVEY, RESTON, VIRGINIM-1992
4730" 7M 1701
APEX 3.5 Ml. 7(3000m.E 7g'45'
mi.
CARY, N. C. sANFORO31ROAD CLASSIFICATION
SEA DURHAM SOUTH 15' OUADRANOLE Primary highway,
35078-G7-TF-024 hard surface......... Light-duty road, hard or .
improved surface-.......
PHOTOINSPECTED 1988
1973 Secondary highway,
PHOTOREVISED 1987 hard surface ....... Unimproved road
DMA 5255 IV SE-SERIES V842 U Interstate Route Q U. S. Route O State Route
Project#: Scale:
00-5354 1" = 2000'
Figure 1-Location Map
Project
Mgr.: JB Date:
715100 Pirate's Cove Greenway - Upgrade
Town of Cary
Cary, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] ¦ [phone]
Web Page: www.SandEC.com
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- • $ Ap82 ?i* r Cefl c Au Ag62
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AVE ?? .
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Greenwood Circle Crossing <
CeB \v. `A x f CeD
f 11 Y CeC' CAS C2 QQsl s ?S$? a o? Ap?4 ' 1 /y.
?r.?„•.,?+tL` ;yad 4t ?. ' -
? Y • i ?`?' .'(>iP'5 p to ' a p / r v'? S rt. /
Pirate's Cove Greenway (existing)
1a /mry , ?^ F ? r, ??°~ ? '1^ Oy ?? ? >,, °?1?.? ?`t- ? ? CBC2 ? 'G?2 ? : ? 't ?-E?, r s*•.
?a Ce82Ce4 PQ,y ? ?e w? e? , r L yr
A D A ft?
= Aac2 Kingston Ridge Crossing 4 ?u.. -fi ?f 4
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WmE CeD WmE AaC2
Project #: Scale:
00-5354 1" =1320'
Figure 2 -Soil Survey
Project Date:
Mgr.: JB 715100 Pirate's Cove Greenway - Upgrade
Town of Cary
Cary, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Pirate's Cove Grgenway Upgrade/S&EC #00-5354 Date: May 12. 2000
Applicant/Owner. Town of Cary County: Wake
Investigator. Jennifer Burdette State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: mixed hardwood forest
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland -Greenwood crossing
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifera Tree FAC 9.
2. Carpinus caroliniana Tree FAC 10.
3. Carpinus caroliniana Shrub/Sap FAC 11.
4. Ligustrum sinense Shrub FAC 12.
5. Parthenocissus quinquefolia Vine FAC 13.
6. Toxicodendron radicans Vine FAC 14.
7. Gallium spp. Herb 15.
8. 16.
Percent of Dominant Species that are OBL FA
CW,or FAC
(excluding FAC- : 86-100%
Remarks:
Hydrophytic vegetation present.
HYDROLOGY
-Recorded Data: Wetland Hydrology Indicators:
_Stream, Lake or Tide Gauge Primary Indicators:
-Aerial Photographs -Inundated
Other -Saturated in Upper 12 Inches
-Water Marks
-K -No Recorded Data Available Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (in.) Water-Stained Leaves
-Local Soil Survey Data
Depth to Free Water in Pit: >16 (in.) FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: >16 (in.)
i
Remarks:
Wetland hydrology absent.
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Pirate's Cove Greenway/ S&EC #5354 Plot ID: upland- Greenwood crossing
SOILS
Map Unit Name Drainage Class: well drained
(Series and Phase): Cecil Sandy loam Feld Observations
Taxonomy (Subgroup): Tvpic Hapludults Confirm Mapped Type? - Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, eta
0-16 A 10YR 4/4 NA NA Sand loam
Hydric Soil Indicators:
_Histosol -Concretions
_Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor -Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed on Local Hydric Soils List
-Reducing Conditions -Listed on National Hydric Soils List
_Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
Hydric Soils absent.
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes _No I Is this sampling point within a wetland?
Welland Hydrology Present? Yes X No I Yes X No
Hydric Soils Present? -Yes X No
Remarks:
•
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name:
Address:
Phone:
Project Name/ Description:
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: _'M c , A/
Field Office: /.?c.. _
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro er owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owner's Name
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's Signature
cc: Mr. Todd Preuninger
Soil & Environmental Consultants, PA
Charlotte Office: Greensboro Office: HickoryOffice:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
c~
DOME S~IAPED BOLL HEAD ON
5/S" DIA. ROD lU/ CASt IRON
HOT pIF'PED CsALV. OCsEE ~ V
UTASHER I~''iOVIDE 3/S" x 4" T
DIA. FLAT PLATS WASHER ~1 ~
ALSO. 0 ~
iii ~y _ , 3" 6 1/S" TOP CH - -7, - - " TOP CHORD y, " ~ BUILD 1 3/16 INCHES OF C.41'1BER ~ m ~
- - - - ~ - - - - - - - - " - - - IN70 7F~ SRIDCsE tRUSSES. USE rn °
~ CsLUED LAMINATED TIMBER ' ~ ° cv
~ / i / i i \ 5/S" DIA, x 7" LACs ' ~ ~ ~ ~ ~ ~ ' ' CAMBERED ON A 800 F7. ~ . ,n
SCI~EUI W/ 9/64" x 1 3/d" W / w W Q \ Q \ u R4DIUS GAMBEf2. N
OD. NOT DIPPED V ~ V s.,
`r- O ~ `rO ~ O ~ a`, tl-IE SOLIp tiMSER MEMBERS IN THE ~
CsALV. WASI-IER CTYP.L ~ ~ O ~ ~ ~ ~ O ~ ~ COQ, ~ \ m
~ S (p ~ I \ s ~ I Y~ ~ W SRIDCsE TRUSS MAY BE SHAPED ~ m z ~ , - 0 ~ , 0 S - ~ !FABRICATED) i'RIOR 70 tREA71NG. ~
PROVIDE "$IRD'8 i, ~ 3 ~ Q I 0 I I 0 - A I `4 S ~ 0 ~ ' ~ ~ ~ S' ~ USE PENTA-WR TREATED GLULAM, ~ ~ v
MOUTH" CU7 AS SHOLLI~I. ~ i m ~ ~ .~i / ' ~ ' ~Q~ / ~ ~ ' ~ ~ ~ ~ \
~ ~ I ~ ~ ~ x) Q ~ ~ X W TI~ATED PRIOR TO CsLUITyG.
~ ;g I 0
d in' Q ~ \ ~ ~ O ~ \ m' m N q0 '
~1 yl , _ -1- i } ~ ~ \ ~ W ~ to \ ~ x . of oy ;9
,.Y X k 0\0 ~ aD ~ ~
dl ~/1 / i Al i / i i0 / i dl i i d1 i i d1 i ~ i ~ Ea SEAL r: _ _ _ c
- - - ~h 8230 ~Q•
- - - - - - -----------7- - - 1
~ ~ i ~ i i
i
i i -
- - - , - - - - - - - - 3" x 6 1/8" LOUI DETAIL 1/8" LOUIER CH , - - - -
IORKINCs POINT
S-I SCALE I I/2" = 1'-0" g 4 2 3 5
S-1 S-1 S-1 s_~
_0~~
lb) PANELS ~ 4'-2" = 25'-0" z
0 y
lU BRIDCxE IS t0 BE BURNISHED Pfi~IDC~E EL~V~4tION ~
8-I SCALE 3/4•• , ~~_0~~
g-I 14•_0° LONE PIECE) 0
5" x 6 1/S" ~~a o GAP CUT UPPER CHORD C m
GAP GUT x 6 7/8•• ~ UPPER CHORD FROM Ixa ~ p ~
m.. uo
I/2" RIDCsE CUt. Ri p~~~
U ~d~ 6•_3•• ~ Wi ~ ~
6'-3"
d O m
I I/2" x 2 3/4" eq EASE THE 1 1/2" x 2 3/d•• O o
RAll.B GGA - ~p BRACE 8" x 5 1/2 INSIDE R.41LS GGA cp y~, W
?REATED ~ ~ ~4 TREATED • ~ ~ e ~
6 3/d" O.G, i ~ PRi01/~DE (d) f'~R HE RAI~9 _ 6 3/4" O~G. I ~ o H °1 °z
W SRIDCsE PER SIDE 1/8" DIA. ~ ~ ~
O 3EE 6/S3 FOR cn NAIL TO 7HE Q Q ~ N
- , 3 SRAGE P057. PROVIDE WEBS W/ , 3 ~ ~
8 - MAX. CLEAR ~ HOT DIPPED n1 5 I/2" ~
S-1 iD I ~
5 1 8 I/2•• DISTANCE ~'~'V' a
i I/2 g$tI~IEEN N'~'~~s• ~ DO NOT tRIM THE DECiG
2 S45 DECK x 8'-0" LEt~1GTHS RIDGE CU7. RAILS PER 2 S45 DEGIC x 8'-0" LEriCsTNS BOARDS BACK EXTEND
CODE. BEYOND THE TR118S EQUALLY
x b ~/S" - ~ ~ACN SIDE. GUT AWAY
TR/1N5VERSE TRANSVERSE ONLY TO GL£AR UIEBS.
4x4 GOVT. p-OOR BEAM 4x4 CONT. FL~~ SAM 5" x 6 7/8" LOUIER
T4aE OUTRIGGERS ARE X ~g CHORD, ONE PIECE.
'O OUT ~ 0 ~~I` Z
O AN EXTENDED FLOOR 25'-0" OUT TO OUT
SECTION ~ ti~~NS1~ERS~ BRAGS = ~"'~Eg' 3 2 SRf DC~E S~C710N W W
AWAY 7EIE S-1 SCALE 3/d" = I'-0" ~ Q
S-I SCALE 3/4" = I'-0" CUT AWAY 7EI FLOOR DECK AT THE tUEBS OR DECKINCs ' ^ Q ~ Q
'HE tUEBS
AND RODS. ~ RODS. V w
j z = o PROVIDE A W ~ w
5/8" DIA. M-tO20 PROVIDE (2) 0~ ~ I/4" x 3" SIDE s ` W V ~ 3/8" x 5" x 5" ~ 1~~~ W O ~
i ~ , I" CLEAR ANCHOR O ~ z p
CaALYDANP ZED, ~ ~ ~ ~j PLATES W/ ~l\ i U PLATE
SNIOOTN ROD. ,h~ C2) 3/d" DIA. B ~ ~
THREADED EA END _`~f BOL78 s ,4LL _ _ 5/8" DIA. x 1" LACs (fit DIP CsALV. - ' f-- UlEB t0 _ m ~ UJELDED 70 U ~ a m
- - A I/4" x 4 1/2" V
x 0'-II" SIDE
SGiZEW W/ 9/64" x AFTER THREADMG) ~ CONNECTIONS. PLATE.
13/4" OD. NOT ITYP~GAU. - - Dlf'F'ED GAL V. ~ ~ i i ' ~ ~ i b CONNECT TO _ W
l2) 3/d" DIA.
WASHER (TYP.). / m \ O R ~ ii O R _ tHRU BOL7S
NOTCH TH£ GF~ORDS
PRAVIDE PRESSURE " - i ~ - 1' - WEB-TO-CHORD
TI~EATED PLUG AS INDICATED TO i i _ _ CONTAIN THE U~ ~ ~ CONNECTIONS
STOCK i MEMBERS CTYP~ h~ BOTTOM CHORD ~ _ Q EA. BRG.
BOTTOM CHORD i _ _ - - ---J LOCATION.
i i ii ii ii ii ii ii
~ ~ pyE~~~ BED ~ ~ TIMBER
~ ~ ' 5/8" DIA. x 10" LAG 8 x 8 ~ ~ THE SOLID TIMBER BED TIMBER
U~BS SHALL SCREW W/ I/4" x 3" x 8 P'I'. LON~s i OR SLOT i i P80~~ ro. 03014.A
OUTRIGCsER O.D. NOT DIPPED ~ ~ HOLES AS ~ ~ „ne,,,,~
PLANED TO THE p~ cc~,~~ i , ~ ~ I~Q'D. TO ~ ~ s~.owG
SAI`1E WIDTH A5 THE ~"~v ~~K TREAT POR i i AB GLULAM CHORDS. WASHER (TYP.). I I ABU~~t EASE I I °~c~D DCf
CsROUND EF2ECTION. i i S" °s"" Hv: CG. OCF
GONTACt. i, ii ii ii ii
i i ANCHOR BOLT KING; i i
1111 r 11 DATE: ,1 DIA. x 21-011 d 06/01/04
8 DETAIL r;-,*~5EARING ' iA"C 12 HOCK 5-1 SALE 1 1/2 - 1 ,-0~, , It W/ _
S-1 SCALE I I/2•• P-011 4 DETAIL S-1 SCALE 11/2•• I.-Oil I iW/ 1 S-I SCALE 11/211 11_0"
L'---------- S-1

23,_S" U
C~EN~i~AL NOTES E. HEAVY TIMBER A. LIVE LOADS r---- -------i ~
~v
~ ~ I ~
I. SOLID TIMBER SHALL BE NO. 1 SOU7NERN PINE PER Sfi IB. I. LIVE LOAD CSUPERST~,IGTUREJ 10D PSF ~ `r ~ I I" DIA. x 2'_6" W/ S" HOOK I 1~ 1i ~ ~ a ~
2. PRESSURE TREAT IN ACCORDANCE WITH AUIPA. KILN DRY 2, WIND LOAD 90 MPH ~ HOT DIPPED CsALvANIZED ~ II ~ ~ m ~
AFTER TREATMENt. ANCHOR BOLtS. i II II i ~ o 0
3. GLUED LAMINATED LIMBER SHALL BE COMBINAtION NO. 58 GODP: 2002 EDITION NC STALE BUILDINCs CODE
IN ACCORDANCE WITH AITC 111. ~ ~ ~ ~ ~ N
4. LAMINATED TIMBER SHALL BE PRESSURE TREATED IUITH COMPLY WITH AASNTO REQUIREMENTS FOR 2 ~
PENtA-UlR FOR CsROUND CONTACT, 97RUGTURAL. PEDEST12fAN BRIDCsES. g_y ~ ~ ~ w~ v
5. LAMINATED TIMBER MATERIALS SHALL CONFORM TO ANSI/AITC ~ ~ GHHCK POR ~ I I ~ ~ x z
AI90.1-2~D2 "DESIGN STANDARD SPECIFICATIONS FOR B. FOUNDATIONS ~ ~ ScaUA~NESS ~ i I ~ ~ m i
STRI.IC7UR4L GLUED LAMINATED TIMBER OF SOFtl000D ~
SPECIES". I. THE SOIL SEAF21NCs PRESSURE USED FOR DE51GN IS ~ ~ I Q ~ ~
6. AUHESIYES SHALL CONFORM 70 AITG AI90. 1500 f'SF. ~
1. FABRICAtION AND CONNECTIONS SHALL GONF0f21'1 TO THE AITC 2. ALL FILL SI-IALL BE PLACED IN AN 8 INGN MAXIMUM LOOSE a~ ~ ~ ~ ~ ~
TIMBER CONSTRIJG710N MANUAL AND THE 1991 EDItION OF THE LIFTS AND SHALL SE COMPACTED TO A MINIMUM OF 98 ~
NATIONAL DESIGN SPECIFICATION. PER GENT MAXIMUM DRY DENSITY AS DETEi~I`11NED IN ~ w s ~D° ? °~i pQE ~.y i9
8. ALL CONNECTIONS CONNECTIt~1Cs LAMINATED TIMBER MEMBERS ACCORDANCE WITH AStM D-698 (STANDARD PROCTOR ~ 1k'kyl~ 4'.4$//6 I ; i i a s~~L r
70 EACH OTHER AND TO SUPPORTS SHALL SE DETAILED AND METHOD). ~
FU~lISHED SY THE GLULAM MANUFAGTU{2ER 3. THE ABUTMENT DETAILS ARE PURNI°vHED IN THE DRAWINCsB.
DO NOT FABRICATE UNTIL SHOP DRAWINGS A~ APPROVED. THE DEPtH OF EMBEDMENT AND TYPE OF FOOtIt lCs MAY ~ C°'S `ro~~ ' I I :,9~; OINE
9. TIMBEid DHCKINCs SHALL BE 2x6 NOl'11NAL 3ELEGT SdS VARY DEPENDINCs ON ACTUAL FIELD CONDITIONS
SOUTNE~1 PINE PER SPIB. ENCOUNTERED.
10. TIMBER DECKINCa SHALL BE IN8IALLED IN FULL LENCsTN PIECES 4. IF ROCK IS ENCOUNT~REp, CONTACT THE TOUR! OF GARY ~ THIS FtCs. IS NOT t0 BE USED I ~ 1
WI7N A I/8" TO 3/16" CsAP BETUJEEN BOARDS. PROJECT MANAGER IMMEDIATEL7. ~ ~ UNLESS FIELD CONDITIONS ~
11. ALL HARDWARE, INCLUDING NAILS, LAGs SGIZEUIS, PLATPS, 5. CONSUL? THE SPORT OF CsEOTEGHNIGAL SERVICES, TITAN ~ ~ REQUIRE ANCHORACsE TO ROG~C. I ~I
RODS, SOL?S AND NUTS, ANG-IOR BOLTS, ETC. SHALL BE PROJECT HO. 10035033, DATED MA7 13. 2003, FOR BRIDGE ~
HOT DIPPED CsALYANIZED. FOUNDATION COMMENDATIONS. ~ _ I I ~I I~ r -~i
I I
6. NOtIFY THE TOU~1 PROJECT MANAGER ~
~ POR SID£WALIG LAYOUT, ~ - ~1~
MISCELLANEOUS 24 HOURS PRIOR TO EXCAVATION OF FOOTINGS. P. T.O. SLAE, ELEYAtIONS
~ 9EE OTHER SN££TS. ~ ~ o
1. tHE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION G. GAS7-IN-PLACE CONCRETE ~ _ _ _ _ WItH AND COORDINATED WITH OtNER GON?RACT DRAWINGS - - - - - - - - - - - - ~ L - - - - - - - - - J m 5
"510 CTYF) a
AND SPECIFICATIONS. I. GONGI~TE UIORK SHALL CONFO~'1 TO AGI 25'_2"
2. THE Gil?RAGTOR SHALL VERIF7 ALL EXIS?ItyCs SItE GONDITI~IS 3p~GIFIGATIONS.
INDICATED ON THESE DRAWIWsS. ANY VARIATION OF CONDITIONS y. ,q~L CAST-IN-PLACE CONCRETE 28-DAY COMPRESSIVE
SHALL BE BROUGNt ?O THE ATTENTION OF THE TOWN OF GAi2Y gTT~NCsTH SHALL BE 3500 PSI IN ACCORD.4NGE WITH 0 w ~o
PROJECT MANAGER BEFORE PROG£EDINCs WItH CONSl'RUCTI~1. AGI 318.
3. FABRICATOR'S SHOP DRAIUINGS SHALL SHOW AND PIOTE ALL m PLAN ,4T ~OUND~4TION FOR Bi~fDCx~ ~ °
ALL MATERIAL ~QUI{~D IN SUFFICIENT DETAIL POR PROPER D. REINFORGINCs STEEL 5-2 NOT TO SCALE y.. ~
FABRICATION AND ERECTION IN AGGORDAPIGE WITH tNE ~i WNW
CONTRACT DRAWINGS AND DOCUMENTS- I. ALL REI~ORGING StEEL SHALL BE ASTM A-615, GR4DE 60.
4. ANCHOR BOLTS SHALL BE SE7 IN AGGORC~ANCE WITH THE Z pl„p,C~NT OF THE REIt~ORCING STEEL SHALL BE REvIEUIED U ~ e ~
APPROVED SHOP DRAWING ANCHOR BOLT SETTINCs PLAN. i FOR CsREENWAY LAYOUT,
5. HOT DIPPED GALVANITED DOCK WASHERS, LACs SCREWS, NUTS BY THE STRIJGTURAL ENGINEER PRIOR TO PLACING CONCI~TE. TA. SLAB ELHvATIONS O z °aa w
AND BOLTS GAN SE f'URGHASED FROM SPA PORT MARINE ~ 3. DEtAIL AND FABRICATE ~INFORCINCs STEEL IN ACCORDANCE SEE OTHER SHEETS. z v
80m-446-8056. WITH AGI-315. REIt~ORCINCs STEEL SHALL BE PLACED IN
ACCORDANCE WITH THE f'ROJEGt DOCUMENtS. 26~_~~~ ~ ~ ~ W
4. FABRICATE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. O z
S. DO NOT HEAT BEND I~I~ORGINCs BARS. o F °J
Cst~ENWAY Q
w
I" CHAMFER iR SEE DETAIL 1/2" CHAMFER a ~ ~
4/Sl FOR a
ANCHOR a
BOLT.
TOP OF WALL 70
gLOPQ pglN AT A 15"i `
I TO 4 PITCH i 15 FILLER~N7 r
W
J ~4~12 0~
w
2~4 ON SLOPE ~ «5s10
LL £AGHFAGE ~ oo LppgE 9.. z
c o ~ ~ SACKFILL
~'4~t0 HORIZ. MATERIAL 3EE 2/S4 FOR w
2 M5o12 ~ WALL REINFORGINCs GOMPAC7ED
~ VERT. EA. FACE °AGE ~ REPLACE W/ BAGKFILL. N Z
CLEAR ~ o O COMPAC?ED LL } ~ J
35 RESAR THRU Z~_0° ~~_~p~~ o ~ o eac+c~iLL~ El'ESOLT EXPANSION C' Q ~
~4~12 VERT. W o O ~ O
Q ° SPEC TIED. SOLTS W z x D
~ ~2, o _0~~ 2,_0~~ ~~_0~~ ~QUI~D) 2x4 KEY ~ W O WU'
p "5012 55 CON7. O ~ Z D
a ~g TRANSVERSE
NOTES: w
owL. wi RocK e ~ v
w , I. THE FOOTIf~1GS SHALL BE OYEREXCAVATED ~ p O STD. HK e • • -
3 d HOIRZ. 6' TO TH£ CREEK CHANNEL BotTOM ELEVATION ~ rA
AND BAGiGPILLED WITH LEAN CONCRETE OR 2x4 KEY =
PLOUTABLE FILL t0 AN ELEvAtION OF 18 INCHES 4+12 TOP, 512 80T. ~,_6„ ~,_6„ w
r
BELOUI THE ORICsINAL GROUND SURFACE.
. 10"5 CONT. `t -m n/
- 2. $AGIG~ILL AROUND THE ABUTMENTS AND
~4+~2 a 8EN£ATH tHE CaREENWAY PATHS SHALL B~ _ INSTALLED IN A GON7ROLLED MANNER UNDER =1 11=1 I- -I I ~ ~-I' ~ I =1 I I- ~ ~
FIORIZONTAL ~~_6„ ~ THE OBSERVATION OF tN£ CsEOtECHNICAL a • ' I I„~ 111,=_, I I I 1= 11 ~ ~ ~ 111- ~
..d . ENCsINEER ~ 3. A REPRESENtATIYE OF tH£ GEOTEGHNIGAL ~ . ' . ' ENCsINE$R S~IALL OBSERVE THE FOOTING
3 ~~-0~~ FOOT INCA ON fizOCK
~ ' S-2 SCALE 3/d" = i'-0" P60~~ No. 03014.A ° a.. n°~~¢: S2.DWG
a EXCAVATION BOTTOMS PRIOR TO SAClCFILLIt~ICs d 8 THIS DETAIL IS NOT TO BE USED UNLESS
• WItH CONCRETE TO EVALUATE tNE SEARINCs • a ~ . FIELD GONDITIONB i~QUIRE ANCHORACs$ DcF
CONDITIONS. ,
' 70 ROGiC ns~~, e,r: a; . CG, DCF a a
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- ~ SEE SHEET 5-3 FOR 70P OF WALL AND TOP OF IHI:S DETAIL IS NOi I V t%_- USED UNLESS ~'Bt 3/4"=1'-0"
FOOTING ELEVATIONS. FIELD CONDITIONS REQUIRE IT AND DATE:
APPROVAL IN WRITING HAS BEEN 06/01/04 ~
4 WING WALL 5ECTION r2-~ BASE 81 S-2 SCALE 3/4" 11-0" S-2 SCALE 3/4" 1'-0 E 51D FOOTING DETAIL SUPPLIED BY THE TOWN OF CARP. 0 SHM NO S-2
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I. THE POOTINCsS SHALL BE 01/EREXCAVATED ED ~ ~
t0 THE CREEK CHANNEL BOTTOM ELEVATION
AND BACKFILLED IUITH LEAN GONGREtE OR ~ ~
FLOWABLE FILL TO AN ELEVATION OF IS INCHES +~s r---r--------
BELOW THE ORIGINAL GROUND SURFACE.
(38250) '
2. BAG#~ILL AROUND THE ABUTMENTS AND
BENEATH THE C~REENWAY PATHS SHALL SE ~ i I z
INSTALLED IN A CONTROLLED MAMJE{2 UNDER R I t~ev.im~ I ~jJ
THE OBSERVATION OF THE CsEOTEGNNIGAL
Et~sINEPR j W
3. A REPRESENTATIVE OF THE CsEOTECNNICAL ~ ~ ~ z L 038820) ~ ~
ENGINEER SHALL OBSERVE tHE POOtIr1Cs
EXGAVAtION BOttOMS PRIOR TO BACKFILLING j i ~ ~ a
IUITH G~1Gt~TE TO EVALUATE THP BEAi21NCs
CONDITIONS. ~ , W z = o
~ 0388.03) 0383.50) 0388.03) > W ~ W
!388,03) DENO'rE8 TOP OF WALL OR 70P OF
FOOTING ELEVATION. ~ I I Q~ z D
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SCMZ: 3/4"= ~ <ING5TC)N RIDGE -EAST A5UTMENT
DATE: 06/01/04 Sl= 5-3 SCALE 3/4•• , 1 _0•0 NO.
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' h low side of the ath. Dover ded approximately 5 on t e p
- 14" f additional ravel and feather out 45' either side of fla 46 so as to create a smooth transition on the FLAG 62 -There is an existin 12" i e at this location that needs to be extended approx FLAG 46 Add o g g g p p , cannel for 12' from outFall to creek to prevent further erosion,
ath surface and eliminate the current low Dint and tractor ruts. extension with ABC as needed to create base for path and rip rap existing channel for 12 p p
- reek between fla s 41-48 !see detaiU. Clear lm' wide access ath for FLAG 63 -Add 6" of additional ravel over existin i eat fla 63 and Feather out 25' FLAGS 41-5m Footbridge to be placed across c g p g g p p g ether out 25 in either direction so as to create a smooth
brid e installation. Path to extend u to brid e and to continue From end of bridge at flag 48 (start 6' wide asphalt path), transition on the path surface and eliminate the current low point at this location. Mouth of e g p g h f existin i e needs to be cleaned out and ~ n. Mout o g p p
meandering up the hill thru the trees past flags 49 and 5m and connecting to the south edge of the existing paved street as extended 3' uphill. ~ ~ .n x o
shown. ~e drains a to stream. 0 0
FLAG 64-65 -Replace existing plastic pipe with 25 LF 15" RCP. Ensure positive drainage g I®a ~ ~ w z I
FLAGS 51-52 -Add an 15" RCP between Flags 51-52. Insure positive drainage to and thru pipe by cleaning out the existing " of additional ravel to brin ath a to level of existing ~ g gP P x xo
shallow bowl on the a hill side of the trail to hel channelize water to the mouth of the new i e. FLAG 66 - Reali n path to the west of the existing manhole as shown. Add 8" of additioi p p pp g manhole and Feather out 25 either side of flag 66 so as to create a smooth transition on t •ansition on the path surface and eliminate the current low point ~ z` ~ a~
FLAG 53-55 -Clean out existing drainage pipe at Flag 55. Create shallow gravel diversion ditch parallel to path beginning at at this location, \ a~ ~ ~
flag 53 and continuing to mouth of existing pipe. Insure positive drainage to and thru existing pipe. O ~ w~
Add compacted gravel around existing manhole and Feather back to soften the transition f e transition from the existing grade to the manhole lid. ~ w ,.a N ~ z c~
FLAG 54 -Add 8" of additional gravel, bringing level of path up to level of existing manhole and feather out 35' either side z z o ~
of fla 54 so as to create a smooth transition on path surface and eliminate the current low point and scouring at this location. Add 3m' of split rail fencing around existing manhole as shown. 9 moo
_ f limin h rent low Dint in the FLAG 61 - Add a roximatel 4-6" of additional ravel and feather out so as to create FLAG 56 Add 6 of gravel at this location and feather out 25 either side of lag 56 toe ate t e cu p pp y g ' i n on the ath surface and H ° ~ s to create a smooth transit o p o\ ~ ~ I
ath. Create a diversion ditch 4-6' wide beginning at flag 56 and heading toward creek !approx. 25') to insure positive eliminate the current low point at this location. p E ~ ~ x
drainage away from the newly raised path and toward the creek w ~a
FLAG 68 -Remove existing bollards and chain. Leave existing split rail fencing and green n and reenwa si n in lace. w ~ ~ g g y g p z w
FLAG 51 -Add 12" of additional gravel and feather out 9m' south to flag 58 and 45' north so as to create a smooth transition ~ ~ smooth transition on the path surface and eliminate the current Z w O
on the ath surface and eliminate the current low Dint at this location. Fill holes left in trail where bollards were and add enough gravel to create a smooth transi p p low point at this location. w x a; ;
FLAG 58 -Additional gravel to extend to this point.
FLAG 59-6m -Add 6" of additional gravel between Flags 59-6~ and feather out so as to create a smooth transition on the d
path surface and eliminate the current low point at this location.
FLAG 61 -Add an IS" RCP between flags 6m-61 and dig a gravel diversion ditch on the uphill side of the path in order to
insure positive drainage to and thru new pipe. Rip rap outfall of new pipe to disperse drainage !see plan).
~~1
L
~S EXISTING SANITARY SEWER MANI~OLE ~
- - AG NOTES FOR SIZES) ° ' - - ~ PROPOSED RGP.ISEE FL
OSITIYE FLOW TNROI,IGN ALL DRAINAGE ~ ENSURE P o
PIPES TOWARDS GREEK, ~ lio MIN. SLOPE.
TAIL DITCI~ AS NECESSARY TO PROVIDE o ~ o
POSITIVE FLOW. o N
~
• PROPOSED DIVERSION DITGN, ~ ~
w x
-x-x-x- TYPICAL SPLIT RAIL FENCING.
NGDOT CLASS B RIP RAP AT PIPE OUTLET WITH
° FILTER FABRIC. 0
- ATN TO r, i",`,:~;~j INDICATES LOCATION OF EXISTING GRAVEL P w o
R MOV ROKEN CONCRET 3 ~~j . ~ BE RELOCATED AS SHOWN.
AND REPLACE WITH NEW T.O.C. C-5 ~ ~
STANDARD DRIVEWAY APRON. ~ ~ w~`~
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M VA A TOVIM OF GARY ~
G-6 - - _ , _ - _ DRC DATE w ~ a _ _ _ _ - - PLANNING DATE ~ ~ U
ENGINEERING DATE a
0 w ~
~ ~ . _ a
~ ~ - x 30' DRAINAGE, UTILITY, -
f EDESTRIAN & GREENWAY
9- ~ , EASEMENT a; ~ ~I i~FLA~i ~l ~ - , ,
- - ~ - ~ I ,
- r - _ fi- _ r~ Hu _ . , ~ / ~ k
. - _ -
REALIGN PATH- AS -SHOWN H r ~ ~ , ~ i
EE FLAG NOTE 66 } r ~ ~ I ~ i r~A~S 7P i~ ~ ~,FLA~:s ~ ~ ~
. ~ ~ ~ , ~ PROPOSED ~ ~'i, ~ ~ J
~:t ~ ' 25 FF 15" RCi~ WITI~`~ES EACH 15 RCP ~ ~ "
END. PR4'JIDE_ ~;~3X22 D ~ ~ ~ ~ i~ ~ I~ , , s i
. _ ~0 r` .m - ~ Ct~{~~ "~"._RC~ RAP DISSAPATOR ~ ~ ~ <%s n I - ~ ~ ~ - -
err ' ~ WITH FILTER FABRIC. ~ ° ~5 LF 18 RCP WITH FES EACH _ ~ ~ ~ ~ i ~ ~ Q
PROVIDE 9'X5'X22" D i ~ - ~ I'
~ ~ EXTEND EXISTING ~1 RIP RAP DISSAPATOR r-~ CLASS 8 i r- - ~ _ ~ O , R FABRIC.
:FLAG ~ ~ !~L~1Cs r~~! PIPE (SEE FLAG } ~ , ,J. _ NOTE 62 ~ ~ (SLAG ~C WITH FtLTE , i . ~ Q ~ Z Q
LA.~ ~c~' I ~ - _ i _ - - ~ ~ ~~a . Q - ~ _1
`FLAT ~ ~ A%' ~ i , l 1~LH~3 Fj~! I ~ ~ ~ ~ `
L ~ - T - ~ _ z= , _ r---~ I ~ ~ , ~ , . • ~ - W - L,N..z .,o / ~x4 - _ ~ W
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- - ~ - - \ _ _ i _ _ ~ . . ~ ~ ~ , Z ~ ~ iFLAG 591 ~ ~ ~
r---- ~ _ _ _ , - - - - ~ ~ ~ ~ _ ~ i ~ ~ ~ ~ ~
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~ ~ ~ I
I ~ i~~~ / ~ _ A . i " ~ / ~ ~ ~ i . s '
/ ~ : ~ ~ - EXTEND EXISTING PIPS ~ - ~ _ - I, - i, , , i ~ ,
(SEE..FLAG NOTE 63} ~ ~ \ - _ _ , ~ t - - - ~ i
'I ~ ' ~ ~ ~ ~ _ ~ , ~ ~ / ~ _ _
- ~ i ~ ~ i _ - , / ~ _ ( (Q
~ I ~ ~ _ - - - ~ ~ RID ~ ENLARGEMENT N J EE B FOOT LOt` S 25 t ~
~ ~ T C-4 & EETS S1-S3 FOR ' DETAIL-,SHEE i~ Q
i i ~ CONSTRUCTION i ` ~
~ ~ ~ - I i t; i ; I l~U -
i ~ t~ - - ~ ~ W 6' WIDE ASPHALT PATH TO
~ i _ /ice ~ - _ ~ NE Q - MEANDER THROUGH TREES AS SHOWN ? ~ ~ ~ ~q
~ _ ~ / ~ ~ / ~ T ~ AND CdNNECT FROM FOOT BRIDGE 0
~ i ~ ~ / / \ ~ i. ~ ~ THE ROAD AS SHOWN. i ~ , ~ , ~ ~ , ~ PBOiECT ND. CRY-01000 i
~ / ~ ~ ~ \ i / ~ ~ i ~ \ \ i ~r~~ ~ i
~ _ - ~ i ~ ~ , ~ FILENAME: ` i ~ SHEET3.DWG
/ ~ \ i ~ DESIGNED BY:
I ~ RCZ i
~ / I~~ t ~ MAC-DATE DRAIfN BY: t ~ JTG
~ wicrinir cpi iT Qen 1, ~ I
/ / L /\I J III \ V JI LI I I \ I I L i ~ i SCALE: 1" = 40'
/ FENCING TO REMAIN r
GRAPHIC SCALE DATE:
~ ao o za ao ao 04/26/02 j SHEET NO.
5 MAIN GREENWAY TRAIL
8' ASPHALT PAVING WITH 1' SHOULDERS ON 1 inch = 40 ft.
EACH SIDE. (EXISTING GRAVEL TRIAL)

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~ >4 - ~ NOS S 11 ~5
FLAG II -Add Im" of additional ravel and feather out ' g 5,a either side of flag II so as to create a smooth transition on the ath FLAGS 3rD-33 - '
surface and eliminate the current low point. Raisin the ath will allow the water on the p Add 85 of split rail fencing From the end of the existing bred e and cc g g p uphill side to sheet drain across path. Tie new Fencin into section of existin F n " ~idge and continuing to the concrete abutment as shown.
Create a shallow diversion ditch on the low side of the path that will channel water awa From the ath toward g g e cing at abutment.
manhole. y p the existing FLAGS 31433 -Between flags 31-33, re-align path away from stream bank as illustrated. A. I--1
order to level the trail better. Remove brush as necessary near flags 31832 to clear area FLAG 12 - Add 6" of additional gravel and Feather out 3m' either side of Fla 12 so as to create a smooth Ilustrated. Add gravel and compact trail on the low side in to clear area for reali nment of the ath. ath t
ath surface and eliminate the curr n g transition on the moved away from stream as much as ossible, and centered on the existin manh I p e t low point. p g o e. Set g p P o be Manhole. Set finished grade of trail level with existing ~
manhole. )see plan). s
FLAG 13 -Remove existin corru ated lactic i e n g g p p p a d abandon. Add gravel and recompact as needed to establish trail FLAG 32 -Remove V a O
base, damaged telephone pedestal at this location. O o
FLAGS 34-35 -Connect to existing section of split rail fence at concrete abutment and FLAG 14 -Cut off and cap two existing sewer clean-out pipes approximate) 3-4 above round. 1~ w z I
y g continuing on to Fla 35. g abutment and extend new split rail Fence 2m' to Flag 34 and ~ o x ~o
FLAG 15-16 -Add IS" RGP at low point between Flags 15-16 and da li ht into existin creek Create shallow r ~
ditch on u hill side F y g g gavel diversion FLAG 36-39 -Add I>arD of s lit rail Fencin from Fla 36 and con ' ' p o the path to direct water to new pipe from low spots. )Add 5,a' of additional s lit rail Fencin nor h p g g tinuing to Flag 39 Follc ~ \ a Flag 39 following trail alignment. ~
p g t of the end of the existing sections of Fence following the trail,) Gheck in field. ® ~ a
FLAG 31 -Deleted ~1 w aN ~ z ~
FLAG 11 -Remove existing rails in one Fence section to allow access to the ath at this location, p FLAG 38 -There is an abundance of debris at this eneral location inclu i z zoo
g d ng large sect FLAG 18-19 -Add 12" RCP at low oint between Fla - branches and small debris and spread lar er sections of tree out into woods randomi t. ~ large sections of tree trunks and branches. Remove ~ ~ o o ~ w Is randomly to create additional habitat logs for critters. a F~~
p gs 18 19 and daylight toward existin creek Create shallow ravel diverse g y ditch and settlement bowl as needed to g g on collect the water on uphill side of the path and direct to new i e from lows ots. Add FLA S 4 - ' ® ~ ~ ~ I
8" of ravel at this location and Feather out 25' either side of FI p p p G m 42 -Add 6,a of split rail fencing from Fla 4m and continuin to fla 42 folio g age IS-19 to eliminate the current low oint. g g g ~~xx flag 42 following trail alignment. lsee detail on sheet C-U w ~ ~ m
p w x~~
FLAG 41 - Location of existing 6" PYC drainage pipe, Clean out i e on u hill side of FLAG 20-21 -Add 12" RCP at low point between flags 2m-21 and da li ht toward existin creek Clean debri p p p z w aphill side of path and insure positive drainage to and
settlement bowl on u hill i y g g s out of existing thru pipe. Cut oFF a roximatel IS of i eat outfall to minimize visibili p s de of path and insure positive drainage to and thru new i e, pp y p p ty of pipe. pp ~f pipe. ~ rn o z w . c,
FLAGS 43-45 -Realign path 6-l feet west away from bank lac shown) be innin at Fla FLAGS 22, 23-26 -Trail to be realigned to the west of existing manhole at this location )see Ian). Add l5' F g g g w x a ping at flag 43 and continuing past Flag 45. Blend path
p o split rail Fence back into existing gravel base smooth) . beginning at Flag 22 and continuing to Flag 28. Fence to jo around existin manhole as shown. y
g g
FLAG 24 -Remove 12" stump and 1m-12" tali er tree a roximatel IrD' west of existin -There is an existing green drainage pipe at flag 43. This pipe will need t p pp y g manhole. Once both stumps have been accommodate e will need to be extended 6' to the west to
removed, realign path to the west avoiding existing manhole and centering on Fla 24 as shown. g new trail location. Insure ositive drains a to and thru extension f '
p g o pip FLAG 21 -Carefully cut down the 4 existing 4-6" diameter iron conduits and reca at a roximatel 4" above th ~nsion of pipe.
p pp y e ground. Be -Add 6m of s lit rail Fencin from Fla 43 and continuin to Fla sure to call For utility locates prior to cutting pipes. p g g g g 45 Folloi 'lag 45 following trail alignment.
FLAG 44 -Deleted FLAG 28 - end of new split rail fencing )see plant. I~ V
FLAG 29 -Glean out existing drain pipe and rip-rap exit of pipe toward stream to minimize channelization. Remove 4 OS EXISTING SANITARY S W MA N E ER N OLE
deteriorating 6x6 timbers along path from flag 28 up to bridge and re lace with 3rD Ion , 14 tall se mental bl Brown earth tone color sh p g g ock retaining wall.
all be approved by the Town of Cary, Be sure to establish firm ravel base for blocks in order to insure a stable ath. Install er manufacturers s ecific g p p p ations. - - [ - - [ PROPOSED RCP.ISEE FLAG NOTES FOR SIZES) L
f ENSURE POSITIVE FLOW THROUGH ALL DRAINAGE !
FLAG 3ra - There is an existing 24" concrete drainage pipe at this location beneath the ath, A 'oint in the i PIPES TOWARDS CREEK. ' 0
p ~ p pe has faded at this location and the gravel is sinking into the joint. This pipe needs to be re laced to revent further slum in } l io MIN. SLOPE. TAIL DITCH AS NECESSARY TO PROVIDE 3
i e is re laced reestablish r p p p g of trail. Once p p p gavel base For new asphalt, add gravel and recompact area For new as halt. p POSITIVE FLOW. °
rri ~
• ~ PROPOSED DIVERSION DITCH o ' o
~ ~
-x-x-x- TYPICAL SPLIT RAIL FENCING. ' [
w p x ~~~w,;,. NCDOT CLASS B RIP RAP AT PIPE OUTLET WITH
s'."„~`~ FILTER FABRIC.
i^i'~l INDICATES LOCATION OF EXISTING GRAVEL PATH TO
i~;'j;~j~ o
CL:_1' %~__~.!~,I BE RELOCATED AS SHOWN. ~ 'c 0
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TYPICAL 50' NEUSE RIVER MAC-DATE ~ z I
BUFFER 5 MAIN GREENWAY TRAIL
C-G 8' ASPHALT PAVING WITH 1' SHOULDERS ON x" o z ~
EACH SIDE. (EXISTING GRAVEL TRIAL) SPLIT RAIL FENCE 4 ~U^ Z x ~
C-6 GRAPHIC SCALE ~ x ao 0 20 ao ao ~
x O o
w F z w
1 inch = 40 ft. A ~
REALIGN PATH A _ w ~a LIGN PATH AWAY FROM THE a ~
STREAM BANK A' ~ ~a~~ ~3 ! ; ~ , .AM BANK AS SHOWN (SEE a ~ ~
~~LAG FLAG N T OES31& , 1 (FLAB, ~9~ w NOTES 31 &33) a
- 8 CON ' ~ ~ ~ PROVIDE 8' x c 8' x 8' CONCRETE APPROVED a
- ~ ("r~Ar 4(b i _ ' - ~ _ _ ' ~`LA{s ~ _ - - - ' - APPROACH PAD TO B ( 1 FLAG 34) .H PAD TO BRIDGE, TOWN OFCARY ~
- : _ ~ r ~ ,BOTH SIDES. ~ iES. DRC DATE PLANNING DATE ~
'I ~ SLAG 4~! I ~ ~~Lr,~:~.~~ i' ~ l ~ i ~ ~ ~ - i ~ - 35 - - ~ ~ ~ _ f_ ~ - - ~ LAG (LAG 3~ ~I ~ ENGINEERING DATE
~r~ AG 451 r rt_~ ~ ~ r _ _ - = 'SLAG a ~ ~ - I I 1--, I
~ 1' - ~ ~ ~ _ - I i E ~ISTIN( r---- - - ~ ~ _ _ b~ ~ I ~ ~ - ~ ~ ING ;FaOT ~ IDGE ~ ~ , 7
~ I I' - _ - ~ - _ ~ - - - - - ~ _ SLAG ~ i -T .REM i ~ ~ I ~ i - Y ~ / ~ ~ - ~ , i _ -T REMAIN! I _ ~
Iii i ~ ~ ~ \ ~ ~ - I__ - i ~ ~ k--X_.~k ~ ~ - ~ ~ - - J - - F
i _ _ _ i , p ~ ~ _ _ REALIGN TRAIL AS SHOWN (SEE f
~ , x - _ FLAG NOTES 22-26)
- ~ ~ , _ - - -(,LAG 29) - \
~ \ =LAG 2 ; _ - ~ .
/ ~ - ~ ~ ; ~ ~//i~l~~~L - ' i ~ ~ - - ~ - ~ 1' - FLAG _ - _ ~ ~ ~ ~ r", EXISTING SPLIT
, ~ - i , / 1, ~ ,4 - _ Q ' - ~ ~ ~ >4~~? - (FLAG 2~ .RAIL FENCE'. ~ z ~
~ _ ~ \ / ` , = " EX1S~ING SPLIT _ ~ ~ _ _ , ~~~*aG rF~aG ~i . REMAIN J
- ~ ~ ~ / - ~ _ _ FAIL; FENCE SEGTI~N ~ ~ ~ _.b - ,
~ \ I '~0 AtfV _ ~ ~ EXISTING 24 BRO N . i ~ KE ~ i~L~~ 19~) ~ ~ Z ~ Q
~ , , ~ _ _ - x' ~ CONCRETE PIPE, SHALL B _ ~ LAG ~ ~ ~ - - I ~ Q
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ REPLACED WITH NEW 20 LE ~"""M,"""~. ° " ~ L A~ I 1 tom- i 0 LE ~ I ~ ~
~ ~ X j ~ - ~ `g4 RCP WITH FES EACH r ~ 1 C-6 ~ I i - H ~ ~ xr ~ i I I i I I
EN~ PROVIDE 12' X 6 X Vii. I I ~ X ~ i ~ ~ ~ ~ W
i ~ ~ _ _ - ~ ,,J i 22 D,~DISSAPATOR WITH / 4 ~ ,~L~ ' _ ~ FILTER ~ BRICy ~ ~ _ _ ~ i i _ \ z I _ ~ '~;~A~ I~ , ~ FLAB ~ ~ U7 i
- I I ~ - \ ,F - • ~,r - I I~^ ! - ~ ~ i . ,
' ~ EXISTING C-6 ~ ~ ! ~ ' , ~ ~ _ _ ~ LOCATION I I ~ ; ~ , - ~ \ • i i i ~ i
OF ~PA~TH. REALIGN I i ~ ~ I \ ( i A v ~
AS' SHAWN (SEE ~ ~ ~ ~ ~ / ~ - / ~ ; (FLACs_2~ ~ f
FAG N'pTE 43-45 ~ ~ _ - , ~ 4 ) ~ - - ~ ~ I i ~ a.~
~ I I ~ ~
/ ' i ~ / ~ r i ~ ~ I (FLAG 21 i l i
P IT R 'I F N ~ ~ ~ TYPICAL TOP _ ~ ~ ~ j PROPOSED \ ~ I r i a
- i ~ C-6 ~ ~ r OF BANK ~ i~, ~ I , X12 RCP ~ I
- 2 ~ i i ~ ~ ~ ~
~ ` ( M NTA T ~ ~ \ ~ ~ C-7 1.Q-14 TALL, 30' LONG ~ ~ ~ \ '
A ~ 3 ~ - ~ _ ~ 0 l ~ ~ l
i v ~ (FLAG lei ~ ~ ~ _ ~ i ~ ~ v ~ ~ ~
51~. ~ ? i - - - - ~ I - i \ ~ \ ~ i / ~ \ ~ PROPOSED 15, L~ ~ 8" RCP' WITH ~ ~ ~ /
i ~ ~ ~ ~0' ~ =L! i ~ ~ ~ / ` - / ~ FES EAGH_END. PR(~ IDE 9' X ~
i 1 ~ / 5' X~ 2 D, CLASS B RiP RAP tF~AG i~ i ~ I i reaecT Ho. _
! ` ~ / ~ \ / ) ~ ~ _ _ _ ~ CRY 01000 ~ / ~ t DISSAPATOR WITS FILTER` I ~
`L' ~ ~ ~ ~ ~ ~ 4 PIT ~ ~ - - - - - ~ FABRIC. _ / ~ ~ I ~ ~"~Nn~E: SHEET2.DWG 1 1 c ~ 20
~ C-6 I ~ \ ~ ~ I - - ~ ~ ~ DESIGNED BY:
1 i k~
\ 1 DBAIIN BY: 1 1 \ \ 30' RCZ
1 1 \ 1 SCALE: f
f ~1 1 ~ v v 1 1- 40
Q ~ 1 ' DATE: 04/26/02
\ \ SHEET N0.
i ~ ~ w ~ I \ \
~~1 ~ - I C-2 cy
1 I

III
~ PI~:ATE'S COV GREENWAY IMPROV TOWN OF PARKS, RECR & CULTURAL R PROJEC~TdO.
OVEMENT PLANS
F GARY
~REATION
RESOURCES
~r0. PR 1029 ~ F
May, 2004 2004
DRAWING LIST
Gl SITE PLAN (SHEET 1)
G2 S1TE PLAN (SHEET 2)
M"~ ~ g G3 SITE PLAN (SHEET 3)
C-4 BRIDGE DETAILS
GS CONSTRUCTION DETAILS SHEET
C-6 CONSTRUCTION DETAILS SHEET
C-7 CONSTRUCTION DETAILS SHEET
~EE~w.. 16.
C-8 CONSTRUCTION DETAILS SHEET
S1-S3 BRIDGE CONSTRUCTION SHEETS

I ~J
.a+"°w
VICINITY MAP
I
_ _ _

2 0~0 q
T /'1 A
V LI Y
V . ~ V 1~
N ~ NOTE ~E ~ NOT 5: 1=10 ~ L
I. Gross slo e 2io
r to call for unlit locates rior to be innin work p
FLAG 1 -Remove debris at end of Greenwood Circle and clear a lm wide access path For installation of footbridge. I. Contracto y p g g Provide 6' wide as halt ath as shown down to Footbridge. 2. Longitudinal slope 5io max. except where otherwise noted on plan,
p p 2. This work is governed by perFormance specifications (separate).
FLAGS 2-3 -Install 18" RGP diagonally across path at existing low point between flags 2 ~ 3 daylight pipe into existing 3. Side slo es 3:1 max, slo a exce t where otherwise noted, 2io min. 'y ' instructions. p p p ~ ~ w all flag notes for specific x o
n essar to insure ositive flow of runoFF to creek Add 3. this path is being constructed over the top of an existing gravel path. Follow all flag no' ditch running along trail. Glean out and deepen ditch as ec y p • 0 0
sufficient gravel to path at this location so as to maintain 6-S" of cover on the new pipe. Feather gravel out so as to 4. Grade side slopes and adjacent ground to drain. Notify landscape ~~yy ~ ~ to be innin work F--I g g architect of an areas with standing water. w z i
" in the current low Dint. It ma be necessar to create a small 4. The contractor is responsible For securing any and all required permits prior to beginninc create a smooth transition on the path surface and elim ate p y y y ~ rn
diversion ditch on the uphill side of the path as needed to insure positive flow to the new pipe. 5. No work is to be performed within or along bank of creek without DIUQ approval and cons Val and conformance to DWQ construction ~ ~ x ~
F AG ~ - Remove existin 12" reen sewer i e and re lace with 2-lm" corru ated plastic pipes. Insure positive drainage standards. L g g pp p g ~ \ a
to and thru pipes to outlet toward stream. a ide of trail. Lar e to s ~ N o a f either s ~ w i hin 15 0 ~r wt g g w aN
6. Contractor to collect and dispose of any limbs or shrubs over 3" in diameter within 15' o al habitat For critters. Do not dispose of z
n fill/com act voids aas with ravel. Re lace/recom act may be cut into manageable lengths and dispersed randomly to create additional habitat F. FLAG 5-Remove existing 12 corrugated pipe (not in use) a d p p g p p EXISTING SANITARY SEWER MANHOLE Z z ,n o 0 ~ ~
h r vel to rovide crown on ath. any debris outside of greenway easement or on east side of creek gravel base at washout area with enoug g a p p W a ~0 0
1. Trees shall be limbed up to a vertical distance of 12' From the Forest Floor within 5' From tl FLAG 6 -Deleted :hin 5' From the outside edge of the trail. - - - S FD SIZES) a F ~ o - ~ PROPOSED RGP.ISEE FLAG NOTE R ® \ C_- ~ i
ENSURE POSITIVE FLOW THROUGH ALL DRAINAGE a x ntl cracks and crumblin ed es. Path to be ~ ~ ~ ce
In ure ositive drai~ra a to and thru i e to stream. S. Edges of all existing manholes to be regrouted as necessary to repair unsightly cracks a FLAGS 7-8 - Install 15 RCP at low point in trail and daylight pipe. s p g p p y g g PIPES TOWARDS CREEK. w~ o~
set flush with lid of manhole in all applicable locations lsee plan). 4 I% MIN. SLOPE. W ~ ai z w TAIL DITCH AS NECESSARY TO PROVIDE ~ ~ .
FLAG 9 -Add Im" of gravel, 4m' either side of Flag 9 and compact to eliminate low point and establish crown on path. 9. Temporary or permanent site stabilization is required of exposed areas with in 15 working n 15 working or 30 calendar days of POSITIVE FLOW. z w o
w xa;~'
- I w Dint in trail and da li ht i e. Insure ositive draina e to and thru i e b creatin a completion of any phase of grading, whichever is sooner. FLAG 1Q Insta II 15 RCP at o p y g p p p p p y g diversion ditch on the uphill side of the trail to help channelize water to the mouth of the new pipe. Add approximately Im" • PROPOSED DIVERSION DITCH.
i i n on the ath surface and eliminate the current low 10. Silt fences shall be installed above both ends of culverts to retain fill material until pern of additional gravel and feather out so as to create a smooth trans t o p ~ial until permanent stabilization of these
areas is achieved. point. -x-x-x-x- TYPICAL SPLIT RAIL FENDING.
11. At the end of construction, remove any trees that have been Beverly damaged during cor d during construction, as determined by the NGDOT GLASS B RIP RAP AT PIPE OUTLET WITH
landscape architect. FILTER FABRIC.
.7 T/ T; INDICATES LOCATION OF EXISTING GRAVEL PATH TO
,_/-x'11_,-~ BE ADJUSTED AS SHOWN.
EXISTING TOWNHOMES ,
_ . _ 2 ; CONSTRUCTION ENTRANCE L
- ~ i ~FL./~G 9~) C-5 0
TYPICAL EXISTING SANITARY SEWER _ o
_ (i=LAG ~j MANHOLE 1 AL SERVICE GATE ~ 3 ~
METAL SERVICE ~ iFLAG .m; '`~s ~-ti r ~ C-6 REMOVE EXISTING R S AND SPLIT RAIL ' RVI NTRAN o OVE EXISTING BOLLA D C-5
~ ~ FLAG -1~ '~1 ~ FENCING. LING... _ _ 3 rr~
~ ~ ~ - ~ ~ ~ ~ ~ z _ _ o
~ ~ a r~fi~.~ _ ~ ~
~ ~ ~ FLAG 5; ~ \ ~ i , - 1 _ , ~~=R. _ - a ~ ~ - (FLAG _ ~ \ - ~ ~
~ \""+wu...~~ \ - `-w..dr _ _ _ - 1 tea- \ 1 ~ - - _ - FL,4G FLAG 3 ~ - - ~
_ ( . 1 - ~ r- - 1 -
i ~ \ IFLAGI) ,
~ ~ ~ o
~ ~ ~ ' o Q
- 2 PROPOSED 15 LF 15 I i ~ ~ W o
_ ~ I ~ FRCP WITH FE EACH END: I ,,._h„~,..~,.~,..w~ ~ _ a_ _ U _ _ _ _ ~
~ , I i - _ Pf~eVIDE 9X5 X2 D, ~i ~ _
CLA B, RIP RAP ~ - - - - ~ DISSA tOR WITH FILTER i ~ i I x at / ~ ~ ~ ~ ~ _ - / ~ ~ W ~ P7
~ ~ - ~ FA RIG. - i ~
~ ~ i z I ~ _ , ~
~i ~ ~ i ~ ~
~ i i _ ~ zad~ x ~ ~ pd
~ ~ ~ Z x P
~ / ~ ~ d E-'
I i i / / ti • i \ ~ / ~ ~ ~ ~p ~ o ~ ~
1
~ \ \ % ~ \ i ~ / \ ~ ~ ~ A
1 , w ~ x ~ h 1 ~ a
~ ~i~G '1~ d ~ U
~ I, ~ 3 w r+ E i a
_i V ~ ~ / ~ ' - ~ '
\ \ 1 ~ ~ ~ ~ ~ s _ _ i
TYPICAL 50' ~ ~ / ~ ` EXISTING TOP ~ ~ _ _ _ _ - ~
NEUSE STREAM ~ ~ PROPOSED 25 LF 18 RCP WITH FES \ OF BANK BUFFER V ~ ~w~ _ / ~ V ~ ~ n i /
~ EACH END. PROVIDE 9'X5'X2" D, CLASS B RIP RAP DISSAPATOR
WITH FILTER FABRIC. '
~ v _ ~ ~ V ~ ~ 1' / i
5 MAIN GREENWAY TRAIL C-6 8' ASPHALT PAVING WITH 1' SHOULDERS ON _ _ x ~ i 25 LONG BRIDGE a
EACH SIDE. (EXISTING GRAVEL TRAIL) 'i _ i (SEE SHEET C-4 FOR
'a-,,, ~ 1 ~ , i ENLARGEMENT & SHEETS ~ ~ _ ~
~ S i - S3 FOR ~.~;a~~ ~ ~ ~ ' CONSTRUCTION)
~
KEY QUAN. BOTANICAL NAME COMMON NAME SIZE SPREAD HEIGHT REMARKS -y, a ~~E _ i ~ ~ 1 1j ~ I ~ ~ Z
JP 1 Ater palmatum 'Bloodgood' Japanese Maple 2" Cal. 8'-0" Ht min S.S.T. .9 ( - J
AO 2 Azalea obtusum Kurume Azalea 3 Gal. 18" 18" Full ~ Vigorous Color. Pink ` t': . 1 ~ O _ rz
Full&'~ orous BULL NOSE, (SB-R1) ROWLOCK , Z ~ Q Q
PA 10 Polystichum acrostichoides Christmas Fem 1 Gal. 9 COURSE a~a ;iii: ) U J
DL SF Hemerocallis 'Stella D Oro' Stella de oro Daylily 1 Gal. 6" 6" 1' O.C.T. Triangular spacing, full, vigorous RUNNING BOND, 4 COURSES, _ ~
W/ 3/8" MOTAR JOINT , G,~~ I-
(I ~ ~ s" V ~ F- _ ~ rr
4" CONCRETE 2500 P.S.I. FINE - ~ ~ ~i.;_'/~ /
METAL GAZE _ BROOM FINISH, TYP. PERPENDICULAR ,~~i~~~~~~j~~j~~~ =ALL 5' S 1 2 ( ) ~ V/ / / i~, ~c~- / ~ ~ ~\~A~A 3~8 MORTAR ~ , . '~1 ~ ,
i-':~I i ARi~ DEIAII_ TO DIRECTION OF TRAVEL. ~ ~\~A/A/A ./~A/~ JO ~ ~ ~ a ~ ~ V~~A~VA~ ~
Q ~ ~ U
5~,EE ~ AJP~iALT ~ - ~a ~ .A~V~ ' . i N' d • ° c-s i;RCEP~'~NA'r" TRAIL. DETAIL - ~ ~ ~ ~ ' , /\/A , " EXISTING DRIVEWAY / / P
° ' o -III ~ ~ 1" MORTAR, SETTING BED. ' _ P - IED. _ _ . TO REMAIN ~ _ - --j-iTl=Ti -iTi=i
• I h - . - j-iTi-iTi~ i i-iTi-iTi-Ti=ITI- ~ • . ~ III _-,,!I _,,I_II - - - ~~1~ ~~._-~i~l (.~1 Ill_ /
. in i=i nn i= '~=n r=i =iii=n 1 I I I~ I I _I I I_I 11-i i t s ~ I I-11I- ~ I-11 rl _I I I_I I I-iii=iTi=iTi=1T-- ~ ~ r
- ~illlii~~l~ ~ r~',a , c~~r
' o Pa az c~ COMPACTED SUBGRADE • r o~ ~ ~ r, ~
5'-5 1 / _ Pa ~ / i 1(: ) - SEE SHEET C-4
. I 8as~., ~ ~ T o JP. ~y o # - ~ i~ TH RADING FOR PA G
6"x6" 10 10 WELDED WIRE MESH, 2" c•s - .6 /
°i' ~ FROM BOTTOM OF CONCRETE. ~ N' • I~ t
i ` APPROVED ~ v~ ? ,
12'-0" 10-0 o NOTES: \ i , ~ 1 ~ ' 1 TOWN OF CARY ~ ~ ~ ~ ( ~ I , DRC DATE
- ° i * REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS FROM PLANTER. ~ ~ ~ 1 ~ ' PLANNING DATE PROTECT ND. -O1 OOO
* SCARIFY SOIL TO 6" DEPTH, TEMP SLIGHTLY TO PREVENT ROOTBALL SETTLEMENT. ,~i _ ' ~ ~ ~ CRY r. ~I a~ ENGINEERING DATE
SEE PUNTER DETAIL ~ _ * ADD SOIL MIX 5 PARTS, 1 PART GROUND PINE BARK, 1 PART PERLITE AND SLOW W ~ ~ ~~N,~+E: SHEET1,DWG
~c-+ ~ ! R OMMENDED BY MANUFACTURER. RELEASE FERTILIZER AS EC > - /I1~ DESIGNED BY:
* 3" MIN. MULCH -MINI PINE BARK NUGGETS. 1 Trian le Brick Com an ~ ; ~ j LTG ~
5'-0" • BRICK NOTES: 41~.~, ~ ,f DRAIIN BY: R~~ 6523 NC 55 ~ ~ ` ~~^7 ~ - < MAC-DATE
?~nn~~•n iil„~ ~ ~0. ~ 3
'i SEE TRASH RECEPTACLE CAPE COD RED BRICK, LEAF TEXTURE W/ SAND UUMUFTl, IY1r [I I iJ n SCALE:
~'i i DETAIL FINISH, MODULAR BRICK STYLE 1350. Loa Local: 919 544-17961 919 828-2070 1" - 40'
BRICK SIZE 3 9/16" x 7 5/8" x 2 1/4" Toll Free: [phone] DATE:
5 ` -'EE TRAIL SIGN: STOP DETAIL Fax: [phone] GRAPHIC SCALE 04/26/02 40 0 20 40 80 SHEET NO.
c-7 Vlckie Drive: f -
-7 SEE CAR'' GREENWAY SIGN DETAIL 1 inch = 40 ft.
c-s ; ~ C_1

5: 1 ' ~lCJ ~t,.~ ~O
FLAG i - peleted
FLAGS 2-3 -Install IS" RCP diagonally across path at existing low point between flags 2 3 3 daylight pipe into existing
ditch runnin alon trail. Clean out and deepen ditch as necessary to insure positive flow of runoff to creek Add g g F o er on the new i e. Feather ravel out so as to sufficient gravel to path at this location so as to maintain 6-8 o c v p p g
create a smooth transition on the path surface and eliminate the current low point. it may be necessary to create a small
diversion ditch on the uphill side of the path as needed to insure positive Flow to the new pipe.
FLAG 4 - Remove existin 12" green sewer pipe and replace with 2-12" RCP. insure positive drainage to and thru pipes to g outlet toward stream.
FLAG 5 -Remove existin 12" corrugated pipe (not in use) and fill/compact void space with gravel. Replace/recompact g ath.
gravel base at washout area with enough gravel to provide crown on p
FLAG 6 -Deleted
FLAGS ~-s - install 15" RCP at low point in trail and daylight pipe. Insure positive drainage to and thru pipe to stream.
FLAG 9 -Add 10" of processed fill, 40' either aide of flag 9 and compact to eliminate low point and establish crown on
path.
FLAG 10 - Install 15" RCP at low point in trail and daylight pipe. Insure positive drainage to and thru pipe by creating a 2 ON ENTRANCE
i water to the mouth of the new i e. Add a roximatel 10" CONSTRUCTION ENTRANCE diversion ditch on the uphill side of the trail to help channel ze p p pp y
transition on the ath surface and eliminate the C-5 of additional processed fill and feather out so as to create a smooth p
current low point.
S E SH T C-8 FOR DETAILS ON TRAI A ~RAI A . v ~~cwT~~ 0
P IT AIL FENCE 4 CONSTRUCTION. SL R
C-6 4 U
S
EXISTING TOWNHOMES 181 I 5 0 ~ R 5 PE D f~
_
r ~ I - 1 - r i ~ ~ , ~ 1. Cross slope 2~+

L g a slope 5x max. except where otherwise noted on plan. ~ L v v
_ - _ ~ - - _ YPIC EXI NG , - ~ - U U
- e ~ g AhILT RY S WER.- ' 3. Side sl s 3:1 max. Blo a exce t where otherwise no ~ w w ~ p p tad, 2 min. o 0
~ AN M H LE _ - - ~ LAG 10 ~ ~ x ~ ~ - c c 4. Grade side slopes and adjacent ground to drain. Notif landsca e 3 3
t~ PROPOSED FL,QC~s _ - _ \ ' y p o 0 ~ ard~ttect of any areas with standing water. ~ ~
_ ~ ~ 15 RCP ~ - - - , , ; -
_ , ~ ~ tri z
~ \ ~ ` o N r` ~ - M
` , ` - - - _ _ FLAG 3 1 ' , ~ C~ENER~4 N T L 0 S \ ~ co ~
_ I ~ . , ~ ` w , x
- Sk ~i r r i ~ ~ - / ' ~ 1. Contractor t I o ca I for utility locates prior to b innin work FLAG 1 °9 g
2. Thrs work is o E verned b erformancs s ecificatlons (s crate). 9 9p p ep c
I y' r2 PROPOSED t5 LF 15 I ti ~ i ~ \ ) 1 ' i _ ~ _ _ ~ \ \ \ i tl it ~ ~ , 3. This path is bei constructed over the to of en sxistin ravel ath.
ix FRCP YNTH FEB.-EACH END I - ~ ~ ~ s r I \ g f / SF ~ f~ SF's ~ ~ i I \ ` ` 1 1 ng p 9 9 p w o Q Follow all flag notes for apeciFic instructions. F °
/ 1 \ ~ i gam. I \ 'P,I~flVIDE 9X5 X2 D, , , - i i ~ ~ ~
i ~ - C B DRIP RAP ; ' ~ l~ ~ i tl ~ ~ ~ DISSA '~OR WITH F - ~ / ! _ i sx~ , ' - n 4. The contractor is res ibls for securin a and all re wired srmit f~ 9 "S q p s , ~
/ ~ - FABRIC` ~ ' . y~--~-_---'"" ~ - ~s~ ~ ~ ~ r ~ / ( I for to be innin work ~ ~ . ~ pr g g w ~ ~ ~ ~ m
- _ ~ 5. No work is to be psrfonned within or along bank of creek without D1UQ z °
J i 1 / r I I / I ~ Sf'. v ~ r / I t \ / ~ \ ?-s~ ~ i ~ ~ approval and conformance to DUJQ construction standards. ~ ~
~ ~ o m ~r F ~ O zap
~ ~ I ! ! PROPOSED \ ~ ~ ~i b. Contractor to collect and dispose of any limbs or shrubs over 3 in o ~
- \ ~ i l \~I / ~ I 18 RCP i dlanstrr Within 15' of either side of trail. Large to s ma be cut into ~ ~ 9 y ~ z ~ manega~abis lengths and dispersed randomly to create additional habitat ~ H w
- / ~ ~ . d ~ v for critters. Do not dispose of any debris outside of gresnuiaay easement a ti a
- w ~ \ \ ~ / or on easi aide of cask o O o
\ o / \ \ ! / 1 \ \ !
1. Trees shell be Ihnhed up to a vartkal distance of 12' from the forest floor A
within 5' from the outside of the trail. w a ~9e ~ ~v
~ a / 8. Edgar of ail existing manholes to be rsgrouted as necessary to repair w
-i ~ \ \ , \ / / ~ ~ unsightly cracks and enmbl ed es. Path to be set flush with lid of a / M9 9
\ ~ ~ \ ~ \ ~ / ~ f ~ \ ~ manh~is in all applicable locations lees plan). /
EXISTING TOP ~ PROPOSED 20 LF 18rR P WITH FES \ ~ /
OF BANK ~ ~ ~ ~ ~ TYPICAL 50 ~ EACH END. PROVIDE 9 5X2 D, ~ ~ i ~ 3 T orar or anent site stabilization fs r uir ~ ~ ~i ~ ~p y eq ed of exposed areas , ~ with >n 15 working or 30 calendar days of completion of any phase of
NEUSE STREAM CLASS B RIP RAP DIS APATOR \ ~ \ ~ ~ ~ i gadtng, whichever is sooner.
BUFFER WITH FILTER FABRIC. \ ~ ~i ~ ~ ~ ~ ~
i0. gilt fences shall be kistalled above both ends of culverts to retain fill
material until permanerM, stabilization of these areas (s achieved. i -
- J, - ~ II. At the end of cons - tnretlon, remove any tress that have been Beverly
damaged during construction, as determined by the landscape architect
EXISTING GREENWA W 1NG GREENWAY 12. Provide 9'X5'X22' D, Glass B ri ra dissa for with filter fabric at t
SIGNAGE ~ TRASH AGE ~ TRASH p p p ~
CAN TO REMAIN downhill and of all existlrrg culverts. TO REMAIN
5 MAIN GREENWAY TR (PRUNE OVERGRON NE OVERGROWN SHRUBS Q 13. Ensue that there is no standing water on the west (uphill of the traflJ. z
C-6 8' ASPHALT PAVING WITH 1' SHOULDERS ON AWAY FROM SIGN install diversion ditch as needed to chamelize water to culverts. J
EACH SIDE. (EXISTING GRAVEL TRAIL) O
14. All RCP without sjxcifted lengths are 15 Lf. ~ z d Q
U ~
W C~ N p z ~
EXISTING SANITARY ~ W ® SEII~R MANHOLE O i-
Z
[ _ _ _ ] PROPOSED RCPISEE FLAG NOTES FOR Si2E8) • CUI.vERT INVERT ELEVATIONS tUILL BE ~
ADIISTED M FIELD ~
• ENgURE POSITIVE FLOIU TH ~ ROUGH ALL DRAINAGE U
PIPES TOIUARDB CREEK
• iX MIN. SLOPE.
• tAIL DITCH AS NECESSARY TO PROVIDE POSITIVE FLOIU. W
• PROVIDE 12" MIN. COVER OVER ALL CuLVERTB
PROPOSED DIVERSION DITCH.
TYPICAL SPLIT RAiL FENCINCx.
NCDOT CLASS 8 RIP RAP AT PIPE OUTLET IUITH
FILTER FABRIC.
!7T/T INDICATES LOCATI~I OF EXISTING GRAVEL PATH TO
1J1 /1 L1 BE ADJlJBTED AS SHOIUV. rwwscr xo.
PR1029
~u~
NOTE: Dffifix~ BY:
Yd(rDdTE
DHA~N BY:
TEMPORARY OR PEI~t'1ANENT 81TE STABILIZATION IS REQUIRED OF EXFwOdED ArMtOVED acar8: 1 = 40'
ncanc uurw?~ tc~ uInGlClilr ~ ~ (:dLFNDAR DAYS OF Cd"pLE710N OF iWY
r~1~F.nv wirns w wwiv.n w..r v~ I UWM yr GARY GRAPHIC SCALE
PHASE OF GRADING, WHICHEVER 15 SMOOTHER DRC 40 0 20 40 e0 04/26/02 PLAMNG DATE
ENGIN W DATE sum IM.
1 inch = 40 it.

N0~' S: it-~5 F ~
FLAG II -Add 10" of fill and feather out 50' either side of flag 11 so as to create a smooth transition on the path surface and FLAGS 30-33 -Add 85' of split rail fencing from the end of the existing bridge and cor idge and continuing to the concrete abutment as shown.
eliminate the current low point. Raising the path will allow the water on the uphill side to sheet drain across path. Create a Tie new fencing into section of existing fencing at abutment (see detail sheet C-U. a C-U
shallow diversion ditch on the low side of the path that will channel water away from the path toward the existing manhole. FLAGS 3133 -Between flags 31-33, re-align path away from stream bank as illustrated. Ad luetrated. Add gravel and compact trail on the low side in
FLAG 12 - Deleted. order to level the trail better. Remove brush as necessary near flags 31132 to clear area o clear area for realignment of the path. Path to be
moved away from stream as much as possible, and centered on the existing manhole. Set fi anhole. Set finished grade of trail level with existing
FLAG 13 -Remove existing corrugated plastic pipe and abandon. Add gravel and recompact as needed to establish trail manhole. lsee plan).
base. FLAG 32 -Remove damaged telephone pedestal at this location.
FLAG 14 -Cut oFF and cap two existing sewer clean-out pipes approximately 3-4" above ground.
FLAGS 34-35 -Connect to existing section of split rail Fence at concrete abutment and ~ hutment and extend new split rail fence 20' to flag 34 and
FLAG 15-16 -Add 18" RCP at low point between flags 15-16 and daylight into existing creek Create shallow gravel diversion continuing on to Flag 35.
ditch on uphill side of the path to direct water to new pipe from low spots. Add 50' of additional split rail fencing north of the :war manhole. Add 100' of split rail fencing from flag 36
end of the existing sections of fence following the trail. FLAG 36-39 -Realign trail as shown on the uphill side of trail and around sewer manhole. and continuing to flag 39 following trail alignment.
FLAG 17 -Remove 5 sections of split rail fence. Extend 30" RCP, 15' on the uphill side of trail. Add FES each end. Provide
9'X5'X22" D, class B rip rap dissapator with filter fabric. Realign trail as shown on uphill side of creek Install 5 new sections of FLAG 3l -Deleted
split rail fence.
FLAG 38 -There is an abundance of debris at this general location, including large sect6 ~ large sections of tree trunks and branches. Remove e randomly to create additional habitat loge for critters.
FLAG 18-19 -Add 12" RCP at low point between flags IS-19 and daylight toward existing creek Create shallow gravel diversion branches and small debris and spread larger sections of tree out into woods randomly tc ditch and settlement bowl as needed to collect the water on uphill side of the path and direct to new pipe from low spots. Add
" sad fill at thin location and feather out 25' either side, of fla s IS-19 to eliminate the current low Dint. FLAGS 40.42 -Add 60' of s lit rail fsncin from fla 40 and continuin to fie 42 folic S of procea g p p 9 g 9 9 flag 42 following trail alignment. (see detail on sheet C-1)
FLAG 20-21 -Add 12" RGP at low point between flags 20-21 and daylight toward existing creek Clean debris out of existing FLAG 41 - Location of existing 6" PVC drainage pipe. Clean out pipe on uphill side of iphill aide of path and insure positive drainage to and ?f pipe. Add class B rip rap diesapator with filter fabric.
settlement bowl on uphill aide of path and insure positive drainage to and tkru new pipe. FLAG 22 - Start of new split rail thru pipe. Cut off approximately 18" of pipe at outfali to minimize visibility of pipe. Adc
Fencing lsee plan). FLAGS 43-45 -Realign path 10 Feet west away from bank !as shown) beginning at flag 43 i at fla 43 and continuin ast fla 45. Blend nth 5 9 9 p 9 p
FLAGS 22, 23-26 -Trail to be realigned to the west of existiru~ manhole at this location (see plan). Add 15' of split rail Fence back into existing gravel base smoothly. Replace plastic pipe with 12" RCP as indicates as indicated.
beginning at flag 22 and continuing to Flag 28. Fence to ,log around existing manhole as shown. T~ y
- Replace green plastic pipe with 15' 12" RCP. z'
FLAG 24 -Remove 12" stump and 10-12" caliper tree approximately 10' west of existing manhole. Once both stumps have been removed, reali n ath to the west avoiding existing manhole and centering on Flag 24 as shown. -Add 60' of split rail Fencing From flag 43 and continuing to Flag 45 following trail align in trail all nment. 9 9
gp >a ~ .
- arsfull cut down the 4 existin 4-b" diameter iron conduits and race at a roximatel 4" above the round. Be FLAG 44 -Deleted FLAG 2'I c y g p pp y 9 0
sure to call for utility locates prior to cutting pipes.
FLAG 28 -End of new split rail fencing lase plan).
FLAG 29 -Clean out existing drain pipe and rip-rap exit of pipe toward stream to minimize d'tamelization. Remove 4 L~
deteriorating 6x6 timbers along path from flag 28 up to bridge and replace with short 12-3 blocks high) earth tone block U ~j
retaining wall in same location. Be sure to establish firm gravel bass for blocks in order to insure a stable path w w 0 p
3 c
FLAG 30 - There is an existing 24" concrete drainage pipe at this location beneath the path A ,(Dint in the pipe has failed at this location and the gravel is sinking into the ,joint. This pipe needs to be replaced to prevent further slumping of trail. Once ' ~ o 0 . ~ ~ t-
i e is replaced, reestablish gravel base for new asphalt, add gravel and recompact area For new asphalt. Add FE5 and
p, p ~ 9X5 X22 D, class B rip rap dissapator with filter fabric. o ~ z
~ N ~
J 5
w ® EXISTING SANITARY SEWER MANHOLE a
[ _ _ ~ PROPOSED RCP.lSEE FLACx NOTES FOR SITES)
• CULVERT INVERT ELEVATIONS WILL BE o~
ADUSTED IN FIELD ~ c
ENSURE POSITIVE FLOW THROUGH ALL DRAINAGE w ~ ~ PIPES TOWARDS CREEK F i M
• 1~ MhJ. SLOPE. ~ ~
~ ~ i • TAIL DITCH AS NECESSARY TO PROVIDE . ~ ~ ~
POSITIVE FLOW. ~ ~ ~ e~
• PROVIDE 12" MIN. COVER OVER ALL CULVERTS ~ z amo zM
~ i PROPOSED DIVERSION DITCH. ~ ~ ~
TYPICAL 50' NEUSE 12" RGP WITH FE8 BOTH 5 I O a ~
RIVER BI~FER SiDES. PROVIDE C$ 8' ASPHALT PAVMG WITH 1' SHOULDERS -x-x-x- z d TYPICAL SPLIT RAiL FENCING. ~ v
9'X5'X22" CLASS B RIP ON EACH SIDE IEXISTMG GRAVEL TRIAL) IT RAIL FENC 4 z U W
RAP DISSAPATOR WITH ~ NCDOT CLA$6 B RIP RAP AT PIPE OUTLET WITH ei v / FILTER FABRIC ~ O o
FILTER FABRIC wEWz
~ ~ / i INDICATES LOCATION OF EXISTING GRAVEL PATH TO
; ; % ; ' ~ ~ REALIGN PATH AWAY 8E ADJUSTED AS SHOUN. A w ~a
- ~ FROM STREAM BANK U
' Ag SHOIUN (SEE FLAG PROVIDE 8 x 8 __r OVIDE 8' x 8' CONCf?ETE w ~
~ FLAG ~ NOTES 31133) APPROACH PA1 PROACH PAD TO BRIDGE ~ a
, : FLAG 3 ~ _ _ . _ BOTH SIDES, b" - _ ~ ~ ~ PSI. NTH SIDES, b" THICK, 3000 REALIGN PATH AWAY
- - _ _ , FROM STREAM BANK
AS SHOWN (SEE FLAG GRAPHIC SCALE
- - 43 - ' i--.--~~, ~ LAG FLAG 33 =---2~ NOTES i1) ~O m ~ ~ em
/~fi,~rr' ~ ~ i ~ ~ ~i~r' \ ~ All " S? FOOT Ri 'TO AIN. AN OOS~E- 1 inch = 40 ft.
_ ~ - - tU??P1 DECK REWS. ,
~ ~ ' ~ ~i i -------~-•r,/ ''ii ,ice--- \ \ \ ~ ~ ~ ~ ~ - _ ~ ASH GRID ~
- -COAT TWP _ ~ , ~
.
' = 'ice' ~ ~ ~ _ _ f ~ L_AG - ~ _ _ _ _ _ - - , - - _ L_AG 29 ~ ~ ~ ~ ~ \ W
' i i - - i ~ ~ ~ ~ ~ ~ _ LAG 2 FLAG 26 1 ~ f ~ ~
V \ ~ _ ~ \ ~
_ - s / ~i ~ ~ - _ SPLIT _ -
~ ~ ~ ~ ~ I ' ~ RAiL FENCE SE ~ ~ _ ~ ,SEE ~ ~ ~ ~ z ,~OGS - _LQG 21 ~.AG~NQTE8~~2-26) / ' ~ ~ ~
/ /i~ ~ ' ~ - III ---i I TO 1~ ~Ay`^
~ ~ ~ FL 19 i ~ ~ , z SF ~ ~ CJ Q
~ ~ _ ~ \ ~ ` FLAGS 15 ~ J
i ~ ~ ~ i ~ \ \ , ~ ~ ~ EXISTIN LAG 11 ~ - ~ ~ ~
/ i X ~ ~ ~ ~ CONCRETE PIPE
~ ~ \
~ \ ~ W I ~ / \ / FLAG 1 -13 U) ~ ~ ~ ~
, ~ ~ ~ ~ ~ I ~ / ~ 10-14 HIGH ~ _ _ , , ~ ~ C-6 I I \ ~ ~ l21' LONG) WALL 'ILL \ ~_-t'i/ ~ ~ Q ~ \ U
~ ~ EXI LOCATION / I I \ ~ ~ OF TH. REALIGN \ ~ ~ _ ~ x---_ _ \ ~ _.1- ~ _ _
' A:~ S (SEE I I / 1 _ _ , _ i ~ _ ~ F AG it ~ f-- - L ~ _ / sF ~ , ~
---j ' / ~ FAG TE 43-45) I ~ ~ I
/ ~ ice' ~ \ V ~-~-•-~f- \
/ I i
~'i I ~ / ~ ~ \ ' . - - ~ RCP WITH FES ~ ~ ~ ~ \ \ ~
/ ~ EACH EN ~ / ~ i ~ ~ ~ / PROMO . , \ s;r~ ~ ~ ~
~ ~ ~ 2
/ ~ , ~ ~ C-7 iQ~-14" TALL, 3m' LON .-l , - ~ / / \ ~ ~ ~ 30 TYPI AL TC _ / \ ~ POSED 15 LF I8~ ~ ~ TYPI AL TOP / B \ \ sF•~ ~ ~ ~ ~ ~ - _ _
~ ~ / ~ ~ / / \ Ig 1Z WITH FES EACH \ ~ / ~ D At ~ ~ ~ END ~ IDE -
~ ~ \ ~ 1 ' / / ~ 9'X5' ° D CLASS B i ~ •
\ / X I ~ ~ \ / ~ \ WI FILTER ~ - ` _ ~ - - - J/ F ~ \ LACx 16 IQIP RAP \ ~ ~
~ , / / W / \ > ~ \ 01 APAT I H i~ / ~ I ~ ~ lU T i ) raa>~r xo. PR1029
~ ~ / / ? ~ ~ ~ FIL R FABRtG~ - - ~ / ~ I ^ ~ /
o / , 4 1 _ ~ ~ ~ ~ ~ ~ ~ / I \ \ I 1 v \ ~
1 W / ~
/ o ' ~ ~ TYPICAL 50 r ~ ~ ~ ~ i ~ ~ -
I ~ ' ~ NEUSE STREAM
X ~ ~ I BUFFER t 1 _ ~ \ ! ~ ~ ~ ~ state: „ _ ,
~ /
\ DATI
_ ~ ~ ~ 04/26/02
Q , I1 I SHRICT NO.
1 ~ ~ ~ N
1 ( i
X 1 ~ ~ , ti 1 \ •x• / /
~ i ~
_ _ _

FL~4C~ NOTES: -~8
FLAG 46 -Add 14" of fill 150' to the south and 50' to the north and feather out to create a smooth transition on the path FLAG 62 -Replace existing green plastic i e with 2 l12" RCP) 20 LF each, w' '0 LF each, with FES each end. Provide 9'X5"X22" D, class B rip rap
surface and eliminate the current low oint and tractor ruts. p p p dissapator with filter fabric.
FLAGS 47-50 -Footbridge to be placed across creek between flags 41-48 lase detaiU. Clear 10' wide access path for FLAG 63 -Add b" of additional ravel over existin i e at fia 63 and fe
brad a installation. Path to extend u to brid a and to continue from end of bred eat fia 48 (start b' w g g p p g g p g g g ide asphalt path), transition on the path surface and eliminate the current low point at this locatk ~g 63 and feather out 25' in either direction so as to create a smooth
meandering up the hill thru the trees past flags 49 and 50 and connecting to the south edge of the existing paved street as extended 3' uphill. Add 5'X5'X2" dissa ator with filter fabric. it th(s location. Mouth of existing p(pe needs to be cleaned out and
shown. p
FLAG 64-65 -Replace 10" corrugated pipe with 25' LF 15" RCP as indicated. as indicated. Add gravel on top of pipe to insure safe coverage and ri
FLAGS 51-52 -Add an 15 RCP between flags 51-52. Insure positive drainage to and thru pipe by cleaning out the existing rap outfall to minimize further erosion. shallow bowl on the uphill aide of the trail to help channelize water to the mouth of the new pipe. p
FLAG bb - Realign path to the west of the existing manhole as shown. Add E
FLAG 53-55 -Clean out existing drainage p(pe at flag 55. Create shallow gravel diversion ditch parallel to path beginning at manhole and feather out 25' either side of fia 66 so as to create a smooth t hown. Add 8" of additional gravel to bring path up to level of ex(stin :e a smooth transition on t g he path surface and eliminate the current low point
fia 53 and continuln to mouth of existtn 1 e. insure ositive drains a to and thru existtn i e. g 9 g 9pp p 9 9pp at this location.
FLAG 54 -Add 8" of fill, bringing level of path up to level of existing manhole and feather out 35' either side of flag 54 so Add compacted gravel around exists manhole and Feather back to soften tl^ as to create a smooth transition on ath surface and eliminate the current low oint and acourin ~ p p gat this location. to soften the transition from the existing grade to the manhole 11d.
Add 30' of split rail fencing around existing manhole as shown.
FLACx 5fo -Add 6 of fill at this location and feather out 25 either side of flag 5b to eliminate the curent low point in the path.
Create a diversion ditch 4-6' wide beginning at flag 56 and heading toward creek (approx. 25') to insure positive drainage FLAG 61 -Add approximately 4-b" of additional ravel and feather out so a they out so as to create a smooth transition on the path surface and
awa from the new( raised ath and toward the creek g y y p eliminate the current low point at this location.
FLAG 5l -Add 12" of fill and feather out 90' south to flag 58 and 45' north so as to create a smooth transition on the path FLAG 68 -Remove existing bollards and chain at curve in ath and relocate r
surface and eliminate the current low oint at th(s location, p p existing split rail fencing and greenway sign in place. nd relocate to flag 68 to Insure gate is v(sible from cul-de-sac. Leave
FLAG 58 -Additional fill to extend to this point. Ftil holes left in trail where bollards were and add enou ravel to create a ~ 9h 9 to create a smooth transition on the path surface and eliminate the current
low point at this location. FLAG 59-60 -Add 6 of fill between flags 59-60 and feather out so as to create a smooth transition on the path surface
and eliminate the current low point at this location.
fLAG 61 -Add an 18" RCP between flags 60-b1 and dig a gravel diversion ditch on the uphill side of the path in order to h r ~~'P
insure positive drainage to and tl~ru new pipe. Rip rap outfall of new pipe to disperse drainage (see plan). r'i b,'
M^.°~,y
b
Q \ ~
o `o U U
0 0
3 3
~ ~
~ ~ i/1 O O
N ~
ECG N o U~ N N
5
® EXISTING: SANITARY SEWER MANHOLE w a
- _ ~ PROPOSED RGP.ISEE FLAG NOTES FOR SiZES) • CULVERT INVERT ELEVATIONS WILL BE
3 ADUSTED IN FIELD c
AND REPLACE WiTH NEW T.O.C C-5 • ENSURE POSITIVE FLOW THROUGH ALL DRAINAGE ~ o
STANDARD DRfv1=WAY PIPES TOIUARDS Ci~EEK E ~
APRON. I~ MIN. SLOPE. ~ I =TAIL DITCH AS NECESSARI' TO ~ ~
PROVIDE ~ POSITIVE FLOW. ~ . ~
• PROVIDE 12" MIN. COVER OVER ALL CULVERTS d, ~ ~ ~
2 ~ z~~
C-5 • PROPOSED DIVERSION DITCH. ~ Z ~
w x-x-x- TYPICAL SPLIT RAIL FENGI O z ~ ~w
o ~ U ~
NCDOT GLASS B RIP RAP AT PIPE OUTLET WITH Z ~
' ~ I FILTER FABRIC. ~ F W d v _ ti a
' x O z c ~ o _ INDIG4TE8 LOG4TION aF EXISTI E~
` ; NG GRAVEL PATH TO w w _ BE ADJUSTED AS SHOllN.
-s A ~ w ti a
~ _ Q- ~
~ ~
/ , ~ PEDESTRIAN t GREENIWr?Y ~ ~ ~ a ~
- - ~ - ~iil ,
^
~ , '~L PATH AS - ~ - ,
,
~ ~ /
r , , ~FL~41G NOTE bb) , ~
' PROVIDE ~c22 / ,~G- ~ ~
i / ~ _ ~ , ,25'CF 15 WITH FES EACH \ ' , ' \1 , , - END,.#~0'iiiD 9 X5 X21 D \ _ 'CLASS l , ~ IP RAP - r- -
/ / \ ` ~ I ~ - _--Ck~'B RIP % / ~ / ? - ^-Dt~AfATOR UJfTN FILTkR i \ . 25 LF 18 ITI~ F $ 20 L~ 12-J~C~'-t~FWfE°~ - FLAG 4 , ~ E ~AGN EN .
1 _ - - U r 1 / \ 1 / i' \ \ / ~ I J/' /,i'/,/ -FABRIC. 1 \ \ ~ _ , ~ . ~'RQ DE 9 X5'X22" D G.L~lS 8 f'ROVft~'- ~ ,
_ ~ \ i t~AP DISSAPAT~R WITF1= - - -~G~k~55~-- ~ Q
i i \ 1 i i / / / 1 1 \ - ( \ I - / FLAG b FLAG 6 1 \ NFU. R RIG. RIP~0~1°'dl$SAPATOR ~ $ - - J ~ ~ / Z ~ ~ As - , - / J ~ I
- / ~ 1 \
/ - ~
~ ~ ~ ' LAG 6 ~ AG 61 , , ~ , ~ ' / ` rXG~ ~ L 5 ~ FL 5 ~ > Q
FLAG 5 / - - - - / ~ i ( W ~ w 1----------- ~ ~ z
% ~ G- SF - ~ \ ~ SF ~ ~
~ ~i~ /r i - - , i~ ice' / V
\ ~ l _ _ - - ,EXTEND EXISTING PIF~ NEW BOLLARDS . \ , ~ ~ • • l3~FLAG NOTE 63) ~ ~ ~ ' _ -
AND CHA ~ ~ ~ ~ ~ I
~ - / ~ 1 ~ ~ ' - / 25 L T ~ ~ W
11 / ~ -i~ ~ t ~ ; - - / BRjA BY OTHERS ~ ~ W
; ! I - ~ s , _ _ - ' - - i ~ l ~E RIDGE ENLA / - - / I
' ~ / - 1 1 ~ ~ 1 i • / ~ 15E IL SHEET C-4) / 1
~1O ng ~ ~ \ I ~ woodtsr~.bollard ~ / i i 4 i ~ \ ~ , _ ~
and d~etn. \ i i . ~ ~ _ - D ASPHALT PATH TO / X ~ - ? ~ i ~ , ~ R THROUGH TREES AS
, , ~ ~ / I \ - - - i \ ~ _ _ D CONNECT FROM,FOOT I i~
~i i \ \ ~ ~ ~ , ~ ~ r IDG TO THE ROAD AS HOWN I
~ ~ ~ h Q ~ ~ / I I LAKE PHALT TO MEE,7 10' I ~ ~ l9.
\ \ \ / \ ~ ~ , BRIDGE. BEGIN FLARE ~d' PRIOR TO ~ r ~ ~ - - ~ ~ , - BRIDGE. J I
~ ~ ~ v 1 ~ - - / " rao~t xo.
i ~ ~ ~ / / ~ ~ , ~ PR1029
~ ~ ~ ~ - / ~ ~ 1
. ~ ` ~ ~ / ~ ~ EXISTING SPLIT RAIL / 1 _ na~cKSn ear:
sR / ~ MG TO MA FfNC RE M / 1 ~cn~r~c
6 ~ i - - ( DBA11N HY:
I 1
I 1 SCeL6:
MAIN 5 GREENWAY TRAIL GRAPHIC SCALE
V ASPHALT PAvhdCs WITH 1 SHOULDERS ' 1" = 40' am m sm 40 am 04/26l02
ON EACH SIDE. (EXISTIWz GRAVEL TRIAL) NO.
/ 1 inch = 40 it
s

STA 21+20
ELV 388_.2
' ~ APPROXIMATE EDG 0 ~ ~ ~ ~ E F STREAM BANK
~
s ~
C-6 THICKENED STONE BASE / 3 ~ i
' / ~ ~ i - ~ , ~
- ~ i
~ ~ i ~ / SLOPE 3% UNTIL ~ ~ ~ ~ ~ 4
EXISTING GRADE fS ~ ~ ~ ' ~ ' ~ SILT F NCE _
MET. C-C
~ , - _ 384
i 3~---- -
/ ~
~ ~ 3 ~ SPUR TRAI / NSF 6' ASPHALT TRAI '
_ SF _ ~ ~ L WITH 1 SHOULDERS C-7 7 9~e ~°y~wT~,'
5 SF - ~ ON EACH SIDE. MAIN GREENWAY TRAIL ~ ~
8' ASPHALT PAVING WITH 1' SHOULDERS ' C-6 ,
ON EACH SIDE. (EXISTING GRAVEL TRIAL) ~ - i s
~ ' &o.~~ ~ ~
~
~ ~ ~ NEW 6' WIDE ASPHALT PATH TO
~ ~ MEAND R T E HROUGH TREES AND CONNECT
BRIDGE FROM FOOT BRIDGE TO THE ROAD AS << U U
INSTALL 25' X 6' PEDESTRIAN BRIDGE r SHOWN. x AND BRIDGE ABUTMENTS PER DETAIL ~ ~ ~
/ / i. SHEETS S1 - S3. / / ~ i O O
/ - NO MOTOR HIC N 4 / ~ ~ 3
i X ~ C-7 ~ O O
/ \ / ~ a
6 ' ~ z o
- THICKENED STONE BASE i ~ ~ C6 / \ r r
~ / ~ 1 ~ N
X P~ 4
- ~ 6 ~ ~ 30' STREAM BUFFER (TYP). ~9
1
96.14 O
1 395.87 1 N ~ O
50' NEUSE RIVER BUFFER (TYP.) Z
N Val .~i
SPLIT RAIL F N 4 W ~
--F C-~ ~ d ~'~m
3 FIXED METAL BOLLA rn ~ zz~
/ X I c-s fs. ~ ~ c~
Z ~ 1 ~ O ~ °a~
KINCsSTON RIDC:E RI N A M z JW
P DC~E E L ICE ENT
L~C~~ND ~ ~ ~ v E• ; z
OO EXIS7INC~ SANITARI' SEWER MANHOLE
N
Y T N [ _ _ _ ~ PROPOSED RGP.~SEE FL,4Cx NOTES FOR SIZES
* CULvERT INVERT EL~~/ATIONS WILL BE ~
ADUSTE?~ IN FIELD Q
• ENSURE POSITIVE FLOW THROUCaH ALL DR,4INAC-~E
PIPES TOLUARDS CREEK. Z
• lio MIN. SLOPE. W
A * TAIL DfTCN AS NECESSARY TO PROVIDE w
POSITII/E SLOW. ~ Z
* PROVIDE 12" MIN. GOVER OVER ALL CULVERTS ~ ~ o J
Q>Q Q
W > U W
PROPOSED DIVERSION DITCH. ~ W ~ °
O Z o
-"-X-"-"- TYPICAL SPL17 RAIL FENGINC~. U ~ ~ m
Q
NCDOT GL,4SS B RIP RAP AT PfPE OUTLET WITH ~ U
FILTER ~,4BRIG. W

~7~ T~T~ INDICATES LOCATION O~ EXIS7INC~ CxRAVEL PATH TO Q
L~ ~ BE ADJUSTED AS SHOWN. ~
~01°''ND' PR7029
+uaa.~
a~aus ~
nu~t+ m:
GRAPHIC SCALE SCUM. 1 20'
20 10 20 40 nsx~
04/26/02
1 inch = 20 ft SEW Na C -41

A
~9 B onav axle TROP CtNB UTIl1TY STRF ~ 11
p~~F~ T~~ s ai,~ sNO~wa) ~e aimmi sHO~xN) 1 e' MAx. VARIABLE AS DS~CTED BY THE ENgNEER
c~5~ ~y sAac of ~oEwaul DROP ~
PORTION TO BE REMOVED
PORTION TO BE REMOVED AND REPLACED ~ A 1-1 /2" DEEP CUT WITHIN THREE 3 WORKING DAYS ' ' ~ • • SECTION B-B
SHALL BE MADE ~ ~s soEwa ELEVAn S~EwAUC _ _ ~P ~ MIN. 12-1/2 GA EU:VATION LSIR6 AN.• CURB qA~ MIN. 10 GA INTERMEDIATE
PERPENDICULAR TO BACK OF CURB AND {~~f TRAN9nOp DROP TRANSInON LINE WIRES WIRES CURB
THEN PARALLEL WITH 1-1/2" DEEP SCORE &~ND~ - 5 FEN F RK: IN TO Cq D
GUTTER LINE ~ s~arE To~1x1. VARVBIE SLOPE NOT WTIER To °xmD 121 (a3~ SECTION A-A
B A cxtaDE
EXPANSION JONT NOTE; A POR110N OF ONE OR 80TH ~'~W ANT RAMPS MAY EXTEND WTSOE
THE RERIRAL SIDEWAIIf
ISOMETRIC VIEW i-1/2" DEEP SCORE
EXPANSKN JONT
W A W+A+P" X B a 'v
SEE INSET I AND N01E 1 FRONT VIEW SEE INSET A • r~ AND NOTE 1
6' 0.0' B.B 7.3 B.5'„ O 5. EXPANSION JgNi
5 Z 8.3 ai 4 •:o . 5 3. 8.8 8. 4.4 r' • STEEL.. POST SID ALK
1~. ..P 4 WOVEN WiRE FABRIC SILT FENCE FABPoC
NOT LESS THAN
GUTTER LINE 45' ~ BREAK 5. 1o.a' as 3.P B ~ X-(A+9~ z Fuu t~lcNT ~ - • c e CURB ~7MEET1 I ~ FlLL SLOPE
B =DISTANCE FRON FRONT EDGE OF SIOEWAU( TNS POR1roN aF RAMP ONE STEP TWO To BACK PgNT OF 121 a33 SLOPE. MUST FALL M11HN 1KN OF RAMP RAMPS :.tc ~ F 1 WITHN • z yQ~ ~ r i • OR REPAIR OF SE.T
BACK OF SIDEWALK DROP(REQU~IRED FOR ALL CR06SWALK LIMITS SDEWAL( SLOPES. (SEE NOTE 10) LK LIMITS FENCE FAILURES, USE ~ No. 57 WASHED STONE, E 10) -USE SILT FENCE ONLY WHEN DRAINAGE AREA ~
CURB AND GUTTER SECTION SHALL "BACK of SDEWALK DROP REQUIRED FOR 9DEWALK SLOPES 0.04. SEE INSET A DOES NOT EXCEED 1/4 ACRE AND NEVER IN rNi ' • gtApE FOR ANCHOR WHEN SILT AND NOTE 1 AREAS OF CONCENTRATED FLOW FENCE IS PROlEC11NG
BE REMOVED W ACCORDANCE WITH DRIVEWAY WIDTH APPROVED BY THE TOWN. P CATCH BASIN. PLAN VIEW 6• MIN. covER t:~
0 I OVER SKIRT
IF PERPENDICULAR CUT IS WITHIN 12" FROM A JOINT, THEN THE PARALLEL CUT SHALL BE MADE TO THAT JOINT. N ANCHOR SKIRT AS 0.
DIRECTED BY ENGINEER
bw'
SIDE VIEW Q N
STANDARD METHOD OF RE MOVING EXI STING CURB 1
6
FOR A DRIVEWAY APRON INSTALLATION C-5 STA NDA RD T EMP OR ARY SILT F EN CE
C-5 ~ o ~ U U
~ ~
50' MIN. a vNr~sE 1 THE WAIIONG SURFACE SHALL BE SLR RESISTANT DETECTABLE WARNING DOMES SHALL COVER 1HE 0 0 LL BE SLR RESISTANT. • SNALL COVER THE FULL WIDTH AND DEP1H OF THE RAMP FLOOR , " 3 ~
BUT SUFFICIENT TO KEEP i. PUT SILT FENCE OR TREE PROTECTION FENCE UP - ° THE DETECTABLE WARNINGS SHALL OONSIST OF A manem ~ENNX pip SOEFJA~ OF NOMINAL O.a , A HEIGHT OF Q2' AND CENTEF G C T Y AND CENTER-~CEIttER SPACING aF NOMINAL 235'. TENAX "BEACON" FENCE 10 -0 O.C. MAX. a o
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. ~ xos a THE RAMP NAY BE YELLOW IN ODLOR OR ANY CL H ~ IN caaR aR ANY ca.oR WITH A lox caNTRasT Rana FLUORESCENT ORANGE
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT 2 ~ AND CONFNX1RAlI0N VARY: ~•Y ~ •i )iFNX1RATION VARY: MUST CONFORM TO TRAFFlC DESIIXI STANDARDS OR APPROVED EQUAL ui
` _ " THE MUD IS NOT REMOVED nweic ~~zt' BY TH 3 NORTH CAR E VEHICLE TRAVEL- OUNA GENERAL STATUTE 136-44.14 R ~ : Y . ~ r~ AELXINSTRUCIED FOR MAINTENANCE PROCEOUR LNG OVER THE STONE, THEN THE TIRES OF THE R z o 0 STATUTE 136-44.14 REQUIRE THAT ALL STREET CURBS BERNC CONSTRUCTED OR ° ° O N r ENANCE PROCEDURES, TRAFFlC OPERATIONS, REPAIRS CORRECnONS OF U1RJ1~S ° 0 0 0 0 0 0 0 0 0 0 0 ° ~ ~ N
,~.,;v:';.•.~•2'-3" STONE TO 8E USED~~~• ~ OR WIDTH OF VEHICLES MUST BE WA ~u~ OR ALTERED FOR ANY REASON AFTER SEPTEtJBER EXISTING . • : • .•~:.r (SURGE STONE OR RAILROAD. PROPOSED STREET SHED BEFORE ENTERING THE ~ umu ~ PHYSICALLY HAPDICAPPED AT ALL NIERSECnONS KIN AFTER SEPTETIBER 1, 1873 SHALL PROVEIE WHIELCNAIR RAMPS FOR THE WOOD OR METAL POSTS ° O O O O O O O O O O O ° ~ u1 4T ALL NITERSECnONS WHERE BOTH CURB AND WTTER AND SIDEWALKS ARE 5 Ip
PUBLIC ROAD. nuraw PRONDED AND AT OTHER POIN15 OF PEDESTRIAN ROADWAY ::~BALIAST)1;T•-~:.*~z• ~ „ ~(3•IEVER IS , . ~+~'t ~ N ADDIIAN SECRON 226 OF 111E 1x73 FEDERAL ~ N~ 1Y73~tED~ERIA~I AID~IGHwAY SAFETY ACT REQUIRES PRONSaN of gIRB HOOK SAFETY FEN ° O O O O O O O O O O 0 0 o W
~~:'•"~'._~•_•~•<<~~"'" 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS RAMPS ON ANYCUt~ CONSTRUCTION AFTER JULY •:'a~•-•• tr-•-•. "mow IS PLANNED FOR A FUTURE DATE IIRUCTION AFTER JULY i, 1976 WHETHER A SIDEWALK IS PROPOSED IINTULLY OR CE o O O O O O CO O O ~ " ~ TO PRE-FORMED O O O CO ° 4 -0
' ~ ~ ~ ~~'4 °+"'•'`~'°'~Z~ ON TO THE PUBLIC ROAD THE TOWN WILL CLEAN THE 010~'0 ' n•E AMERICANS TI1H DLSABILIna ACT (RDA) ~ tuna ACT ADA of 1990 EKTENDS TD I CHANNELS IF USING o 0 0 0 O 0 0 0 0 0 0 0 0 °
• . . AREA AND INVOICE THE FlNANgALLY RESPONSIBLE ww.,va~ ~ COMPREHENSIVE aNL PoGHTS PROlEC110N5 SIMLA f''`"" , ' . ~ i.`~ . ' ` • PERSON AS INDICATED ON THE FINANCIAL RESPONS- RACE, SEX, NATNtNAL oAIaN aNO RELK;faN ITMOEI S PROlEC110N5 9MIAR m THOSE PROV~N1WO P~ER~ ON°~1Fff' B~A9s OF O O O O O O O O O METAL POSTS. IF USING O O O ° NAND REIJGION IRIDER THE CIVIL RK;fl15 ACT ~ 1~4. THESE CURB RAMPS WOOD POSTS, USE I~8 o O O O O O O O O O O O O
IBIUTY FORM. THE MINIMUM FEE THE TOWN OF CARP ° N°"` ` g ,a HAS TO COMPLY T11H IiRE 111 ~IPLY WITH TITLE 111 aF 1HE RDA, BECaING EFFECnvE ON JANUARY 26, 1992. >f o O
WILL CHARGE TO CLEAN THE STREETS WILL BE 1300 4 WHEELCHAIR RAIDS SHALL ~ PRONGED AT LOCH FOR THE FlRST HOUR AND =200 FOR EACH HOUR ENaNEEA. wIEE1.CHAR AMPS SHALL BE LocAn ~ FRONDED AT LOCAnONS AS SHOwN ON THE PLANS OR As DAIECTED BY 1~ STAPLES. - ° - - - - - - - i o ~ ~ - I I_I ~ I-~ ~ ~-III-III-_=_- _ _I - - - p MPS SHALL BE LOCATED AS INDICATED N 1lfSE OETAN.$ HOMEI~ER, THE - -I I - - I I III , I I p
DETAIL SHOWING TYPI A 0 •ATION OF WH I"I ('HAIR LOCATION NAY 8E AdAIStED AS DIRECTED BY 1H THEREAFTER. DROP INLETS, ETC. AFFECT PLACEMENT. AT ALL ~N N TOP LN SHALL BE PLACm BETMEEN 1HE RAMPS. ° - - I I- I -I I - - -I I 1-1 = - I ° I - W D AS DIRECTED BY THE ENGNFER WHFAE EXISTING l1pIT POLES, FWE ~ I i~ ( - I ( I - p II _ I. ?_III F 'I- -III .II PLACEMENT. AT ALL LOCAnONS, NOT LESS TNAN 2 FEET Cf FULL TETCHY CURB -I I I• ' 1- - -III I
THE RAMPS. -III. 2'-0" MIN. METAL ~ ~ o ' " ~ ~
S NO SLOPE ON 11E WIEELCIWR RAMP SHALL EIOq WR RAMP SHALL E10C® 1'/1' (12:1) N RELATK7N511P m ttRADE of TIE STREET: NOTES: 0 3 -O MIN. WOOD N ~ 1f~
6 N NO CASE SWILL lIE WET1H OF THE WHEELCHAI ~ EXCEED 40". ~N OF 1HE WHEELCHAIR RAMP BE LESS iHAN 10' (3'-4~ HtTNEVEII, WO1H MAY 1 W ~ O7 FENCING SHALL BE INSTALLED ] m
~ a 7 USE CLASS CONCRETE WI1H A SIDEWALK FlNIS CLEARING & PRIOR TO ROUGH GRADING. ~ Z d M kI1H A SIDEWALK FlNISII IN ORDER 70 OBTABN A ROUGH NOM-91~ T1PE SLM~ACE ~ Z+ I
NEW CONSTRUCTION a~ Isg SHEET t FOR Sur~ACE DESKN) 35' MIN. 15' MIN. rw0® rwabs0 soer~uc 8 A 1 Y EXPANSION JONT IW Del) 2) INSTALL FENCING ALONG ALL CLEARING/ ~ d ~ ~
EXISTING ROADWAY ~ LL ~ AEO.u~ED ~ ILL aE REgI~ wHERE ~ WHmcHAIR RAMP ,lO~ ~ q~ GRADING LIMITS WHICH ARE NOT PROTECTED O Z O ~ BY SILT FENCING, AND IN OTHER AREAS o
a niE INSNE PEDESTRIAN CROSSWALK LIIES SHALL • ESTABLISHED BY BISEOIIIG THE INTERST9C110N RAL 165NALK LIIES SHALL BE sET NO CLOSER IN THE INIFASECnON THAN wo1uD BE DESIGNATED ON THE PLAN. ~ V ~ IiIE INTERSEC11011 RADII. (SEE NOTE 14) ~ ~ ~
" •s 12' MIN. 10 THE CURB CUT AIR) TIE PEDESTRIAN CROBSMWx DESTRIAN CRO6swux ONES SHALL BE COORDINATED so THAT THE BEGINNING ~ 3) NO GRADING, DUMPING STORAGE OR VEHICULAR v ~ °f d
6 MIN. ;r ~ >ews~ 1HE NHEFllMlIAFt RAMP YALL FALL YATHN 1LIE PED wui FALL YATHN 111E PEDESTRIAN CROSSWALK ONES TRAFFIC ARE ALLOWED IN AREAS DELINEATED BY a
i1 THE WNRIUM WIDTH OF 1HE PEDESTRIAN CRO6SWA • OR GREATER IS DESIRABLE rMaau®aR rums aonwic PEDESTRIAN cROSSw TREE PROTECTION ~ o Al1C SHALL BE 6 FEET. A CROSSWALK WIDTH ~ 10 FEET FENCING. THESE ALSO INCLUDE ~ ~ Z EXISTING TREE AREAS DELINEATED BY SILT FENCING. W
i2 STOP ONES, NORMALLY PERPEirDHX1LAR TO 1HE U PBDICULAR TO THE LANE LNES, SHALL BE USED NFERE IT IS 91PORTANT TO
ABRIC UNDER STONE ON NgCATE THE PANT BEHIND TNICH VF}IICLES ARE PEDESTRIAN .RnSSwal KS eMn Srna IJNE FOR TEE INTERSEr1tt>rJS SIGNAL, SiT>P SIC~J OR OVER LEGAL REOUIREMENI wNtcN vEtrcLES ARE REQUITED TD sroP N COLPLIANCE Trill A TRAFFlC 4) GRADING EQUIPMENT SHALL NOT BE PERMITTED ON ti a R LEGAL REQUIREMENT. AN utusuAl APPRDACII slaw wY REQUIRE THE PLACEIEIIT SITE UNTIL TREE PROTECTION FENgNG IS IN PLACE. ~
OF THE STOP LINE 10 BE PARALLEL TO 1HE IN1EF ARALIEL lO 1HE INIERSECING ROADWAY.
CROSS SECTION ,3 PARaNC SHALL ~ ELININAIFD A NNINLiAI of zo PROPOSED WHEELCHAIR RAMP A iN1IIlNA OF 20 FEET BACK OF PEDESTRIAN CROBrrNK
14 ALL PAVEMENT MARKNGS SWYL BE N ACCORDANT PRCPOLSED OR FUTURE STDEW 1RAFFIC CONTROL DEVICES (MIIICD) PUBLISHED B TALL ~ N ACCORDANCE Intl iFE LATEST EDInON ff 1NE YANIIAI OF IltitOlBl (MIIICD) PUBLISHED BY TtE: fE0E1tAl HIGHWAY ADMMSIMION AID 11E Ndllll
CAROLINA SUPPLEMENT TO 1HE INJiCD. IFE 1NJiCD.
2 CONSTR CTI N ENT RA NCE 4 7
STA NDARD WHEEL CHAT R RAMP C-5 R RAMP THE E PR OTE T CI ON FEN CING
C-5 C-5
UPSTREAM ENO STORM DRAIN -UPSTREAM END OF STORM DRNN OVERFLOW
NDTE m CONTRACTOR: -RESIDENnAL DRIVENAYS To ETE 12' TT) 18' IN T6DTH.
-COMMERCIAL AND rD11S1R1Al DRREwAYS TO BE A
MAXIMUM OF 38 FEET ICE e 1/3 PIPE W
DRIVEWAY BY OTHERS SIDEWALK -ALL CONCRETE SHALL BE 3000 P.Si. ~ c •'o DIAMETER W • ~ e; •p; 2/3 W TYPICAL RIP RAP CHANNEL
-ELEV. "B' MNUS ELEV. "A' EQUALS 1 NCH. .•e W Pe D I -
. • d I I ~ Q J
CONC. DRIVEWAY DRIVEWAY BY OTHERS • • P• D` •~m w z - e " ! _ Q 18" I 4 to 12 -
APRON • 6" MIN. BURY BOTTOM ~ / W/ MAX. RECOMMENDED GRADE /moo THICKNESS OF PlYW00D ATE I- ' _ rI ~
• ~ I FILTER FABRIC OR ~ Q
5.5' S' z'~ i I B GRAVEL BEDDI ~ Q NG RLTER FABRIC OR U
12' MIN. z~e'A NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/4" E'. 3 4" EXTERIOR GRAVEL BEDDING ~j z /
SHALL BE PROTECTED AT THE END OF PLYWO( 1/2" EXPANSION-•~ c RISE 10.E PLYWOOD PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN TRAP Z = ~ EZOIDAL ~ _ SHAPED BY BULLDOZER) W ~ f-
42" RADIUS '•}r '•'••••ti"•`'' EACH DAY IN ACCORDANCE WITH THESE JOINT CONCRETE ~ _4z ~~s DETAILS. STEEL FENCE PLYWOOD INLET PROTE ~ULET PROTECTION W o U
DRIVEWAY _ ~ ; POST (TYP.) z ~
APRON A 5 _ - 5' UPSTREAM END OF ~ ~ tEAM END OF OVERFLOW Ur ~
COMPA+CIED 1/2. STORM DRAIN d DRAIN ~
EXPANSION JOINTS BACKFMl. EXPANSION E II II JOINT B N II w ~ Z Q
EXISTING CURB AND GUTTER EXISTING E U II a ' U O e 1/3 PIPE _ d U
CONCRETE SIDEWALK w/ E II II PAVEMENT 6 MINIMUM THICKNESS ' ; • ~ p ~ DIAMETER - I I 1
TYPICAL SECTION • D• e• •D. 4" to 12" NOTE: I 1 . e - 18 ~I ~ W
t~ N.T.S. PLAN VIEW , • 8 ..f,4:' TO BE USED WHERE EXCESSIVE STORMWATER
CURB SHALL Bf TAPERED TO WASHED STONE FlLTER N.T.S. FNLS~I FlLUSH ~ STDEwAIx• ACROSS PIPE INLET • FILTER FABRIC OR VELOCITIES PROHIBIT VEGETATIVE LININGS. • • P • D • •`m. I GRAVEL BEDDING
2 ~GRRBNG RAMS SHALL NOi ENCROACFI ON e• . SIZE OF STONE MUST BE DETERMINED BY
ADJACENT PROPEilIES BASED ON A PRQJECTION _ OF THE PRCFFR'iY UNE FROM 1HE RIT;HT OF WAY APPROPRIATE DESIGN PROCEDURE. V-SHAPED WATERWAY WITH STONE CENTER DRAIN
10 THE CURS LSE rJ ~ ~ tT ~ LI ' (SHAPED BY MOTOR GRADER) DIMEN~ONS FOR d & W VARIES ACCORDING
3. sroEwALK SBCADIT SHALL NOT BE REQUIRED ALONG l 1 l 1 l 1 HARDWARE CLOTH- SIREETS WHIO)I LIE NOT PLANNED FOR SIDEWALK. TO DESIGN. ~RDWARE CLOTH
4, 1HE TOWN IS NOT RESPONSIBLE FOR VEHICLES 1HAT DRAG DUE TO WIDE OF DRIVEWAY. 1HE DRIVEWAY IS
PRIVATELY MAIRAiIEO. STONE FILTER INLET PROTECTI :T PROTECTION
Pr07BCP N0. PR1029
3 5 g
STANDARD DRIVEW AY AP RN PIPE IN LET P ROTE TION P LYWO D AND D AND T S ONE RIP RAP LINED CHA NNEL S
C- 5 C- DBBIGNBD BY: 5 C- 5
DBAIIN HY:
~!itQ.
DAM 04/26/02
SBBg!' NO.

NOTES SIGN FACES RAISED 2' BORDER
i) ALL METAL SHALL BE GALVANIZED, THEN PRIMED AND PAINTED, Dare °"1N01e'°C8T WITH REVEAL, RAISED BACKGROUND,
FINISH CGAT (BENJAMIN MOORS HUNTER GREEN METAL ENAMEL,) ANCHORPDEr AND ROUTED LETTERS
WELDED SOLID, a"xs"POSr 2) ALL JOINTS SHALL BE >RaILeoLLA~ FLaRePaveD 6x8 POST TYP. WITH 8' DIMENSION
3) CONTRACTOR SHALL PROVIDE SHOP DRAWING TO TGWN OF eusACe a" ANCHOR LATCH ASSEMBLY UN ARM AND ANCHOR POSTS, '~E''101N 7 '/4' S'-0' 7 FACING FORWARD
4) 3' DIAMETER REFLECTORS WITH GALVANIZED METAL BACKS s"
SHALL BE ATTACHED TO THE STREET/TRAILHEAD SIDE OF THE _ aoDmoN,Al 10'X3.5'X1.5"RAILS
GATE, GN ALL PGSTS AND IN CENTER OF GATE ARM, ToETReET ° 801'' WI TAPERED TIPS TO , ~ SIGN FACE MEET SLOTS 3 1/4 HIGH PIRATES COVE 6X8 POST (WITH ,
5) BOLLARDS SHALL BE INSTALLED UN BOTH SIDES OF THE GATE, ~aacNG ' ~ oa~POEr 10~ TO CLOSEST TREE, CREEK, OR OTHER OBSTRUCTION, LOT TEXT GREENYVAY 6" DIMENSION (MIN, 3-1/2 WIDTH) 0
2 1/4' HIGH rowNOFCaar ~ FACING TO SIDE)
PLAN VIEU1 a TEXT I 5" FINISHED GRADE
3.5" .5" 4.5"
10'-b' CLEAR 4'~' CLEAR CAP TOP _ OtWDaPD WOOD 10" ~ ' f
OATHWTFI RNG6EFOR 1~1' END OAP 80LL4Ra IEEE LOQC DEra~ COMPACT SOIL 2500 PSI CON(, COMPACTED •.a a SUBGRADE BENEATH FOOTING, (TYP,)
AROUND POST CA,P roP FOOTINGS, (TYP,) ~~i 'T' i'
ueLDeD g~ pA~, EXISTING #S7 WASHED ~I~ I i
eC~DU.E SOIL 4XZxIIGA. -4x1kIIC~4. STONE (TYP.) I I l i u = I I i i 4' II~I~I ~Ik~ICI~I III I I ~ I II
~ BT~L TIEING '~80 r °1 P06T) FRONDS OFE A
P06T i0 s x s x n rsa eteeL 1`-5
flA91NG uAla GATE I6 OPEN + 1'-7 Ya' FRONT EL~YATION SIDE SECTION
CONCRETE FOOTIN 18"
~ f , 3A7i7s7 ABJ. LONG FOOTA~IG lTYP) TRAIL EIIoFACE . S
Y Y , NOTES. \ f,.. 1 r
~ :a "ET WAEVED BTQE (TYP) UAE TYPICAL ~ • ~ ..~7 ~ CONCRETE FOOTRYa ~ ~ 1) SIGN SHALL BE IDENTICAL ON BOTH SIDES, ~~',°,~•,,,,~~-~f •~,~s,,~~"r~a~
~ COMPACTeD E1!lGRADE fTY'PJ, DETAIL FOR 9 9E% ETD. PROCTOR 1E6Ee PO6T8 \ 2) MATERIALS CEDAR DR REDWOOD, • tT~`;,{,~ ~ 6
i,_b~ \ 3) COLORS; DURAN 'ARTIST'S CANVAS' F ' ~ ~ OR SIGN FACE BACKGROUND & DURON HOLIDAY GREEN FDR ALL OTHER o a
6" STEEL ROWD ~a
a Ram' BACK ELEYATI~I ~Ar, ,y~,qy q~ g~,pgpAA~, I,Or~ ~Ap) NOTE: EXPOSED SURFACES, INCLUDING LETTERS, BORDER OF SIGN FACE (OUTSIDE OF REVEAL), AND POSTS, ~
4.IE9.1D, ESE3 OD. ME 1. ALL WOOD FOR SPLIT RAIL FENCE TO BE PRESSURE TREATED. ,FATED. 4) APPLY ONE COAT OF PRIMER AN T ~ D WO FINISH COATS, ~ A N
1 4 ~ 7
L ATE TRAIL BOLLARDS IT RAIL META G & SPL FEN E C CARY } } GREENWA Y SIGN
C-6 _6 ~ Q -6 Q U U
~ ~
STEEL DOME TOP WELDED 4'~'i' CLEAR (TYP.) - LENGTH OPTIONS p 0
TO TOP OF BOLLARD OR CONCRETE DOME PAINTED 5' CLEAR WHEN CENTER Side slopes shall be less than 3.1 typ, 16 I~j6' C 88 60PL) ~ Z z C 88-80PL) ®6 BENCH 3 3
BLACK. POST IS REMOVABLE unless otherwise indicated on layout Z' Bituminous I ? S' BENCH O ~ Biturlinous Concrete I-2
NOTE: 6'LONG4'DIA.STEELPIPE EYE BOLT ONBACK& plans, Cut and fill SlOpeS shall tie into surface cour~ rface course SLAT OPTIONS ~ ~ o
ALL METAL SHALL BE GALV. PAINT ONE COAT BOLLARD FRONT OF BOLLARD g sl0 es t0 create an even METAL PRIMER AND TWO COATES BENJAMIN existin p ? "CEDAR" RECYCLED PLASTIC z ~ \
MOORS HUNTER GREEN METAL ENAMEL. transition. LOCKING EYE, WELDED TO PRa~ILEH sLArs ? GREY' RECYCLED PLASTIC ~ N
PIPE BOLLARD 65c 6" POST, 4` aggrega , t SEE SLAT OPTIDNS) ~ " " ~ \ \ • 4 aggregate base course ® REDWOOD RECYCLED PLASTIC ~ ~
S.Y.P. PRESSURE- a ? "GREEN' RECYCLED PLASTIC a
LOCKING EYE, WELDED TO TREATED FOR GROUND INSERT GROUND CONTACT ? OTHER
1'-0' 3/s' x 4 1/2'
5" DIR. GROUND INSERT, 1~-Q~ '-Q' ~ 3 FT. LENGTH shoulder shl shoulder sn. aAR ~ o ~
TRAIL PAVING N ~ ~ o ~ 3/8 X 2' S.STL W C
__1„ FIN. GRADE a HTN~ SKT. HD. 3' SA. X 1/4' E., Op LAG W/ WASHER W, STL, TUHE ~ ~
vvovovvvoo s ' vvvvvnvvvvvovovv _ vvv on.vvvnnvv• .
• vvvvvvvvvovvvavov ov annvvvvvvvvv' • 2% ~1aX Cr055 Sl0 a • vvvvvvvooovvovvov•~• '~voo vvwtvvvvvvv p .I ~ vvvvvvvvvvvvvvovv vv vvtwtvvnty t - - 1~ ' ~ •~~I
. a - - - 1~' , 'y w t~ ,W~~Ch m
:.e c0 \
fV N • COMA ED i~ i~
- E • • . • • ' ° I Geotextile.-,F.~~bric, per brit, per O z ~
_ i ~spees w ~ ~ ~
• _ ~ Clean Bac y . CONCRETE FOOTING- • ~ . ~'`'-RBC_.eX_tenSiOn _ _ Clean Backfill ~ Z ~ w 1.) ALL STL, MEMBERS COATED V/ ZINC RICH Z BENCHES WITH CONCRETE ~ o,
• 3°00 PSI @30 DAYS (Seed per ~ (seed er s ecs) P P EPOXY THEN FDlISFED V/ BLACK POLYESTER ~ ~
REMOVABLE BOLLARD: FIXE M R ~ POWDER COATDVG SLABS WILL BE FIELD ti a LOCATED BY LANDSCAPE O o • • ~ 2J DuMor PRODl1CT OR EQUI1/ALENT, E",i ~ z
REMOVABLE BOLLARD D ETAL BOLLA D ALIGN POST 8 SLEEVE SO EYES o ARCHITECT, w
ARE LOCATED AT BACK AND FRONT TYPKi1L WHERE SHOWN NOTE: WOODEN BOLLARDS SHALL OF POST, NOT STICKING OUT MO REMOVABLE BOLLARD AS PROVID®BYCALPIPE BE INSTALLED ON BOTH NOTES: M ti
SIDES OF ENiRANf~, TO TRAVEL WAY. MANUFACTURING, LOS ANGELES, CA cL06ESTTREE, CREEK, 1. CROSS SLOPE DIRECTION VARIES, SEE LAYOUT PLANS FOR DIRECTION OF 1 DIRECTION DF DuMor SITE FURNISHDlGS PRODUCT II 88 SERIES PL v
(1.800-225-7473) ORAPPROVED EQUAL OR OTHER OBSTitUCTION SLOPE, • (DR EQUAL) ~ •
2, CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES ' DISTURBED BY CONSTRUCTION, LOPES CAROLINA RECREATIONAL PRODUCTS INC.
. . P.O. BOX 29242 GREENSBORO, NC 27429
(336) 288-9D83 1-800-542-3887
2
LE BOLLARD ' A PHA R M VAB 8 S LT GREEN Y T E 0 INA RAIL 5 8 AIL BEN CH
C-6 C-6 C-6
2" Bituminous Cor NOTEI SIDE SLOPES SHALL BE LESS THAN 3~1 course tuMinous Concrete I-~ surface , se ~ 0
ALL METAL SHALL BE GALV, PAINT TYP, UNLESS OTHERWISE INDICATED ON W
ONE COAT METAL PRIMER, AND TWD LAYOUT PLANS, CUT AND FILL SLOPES 3' SQ. x 1/4' W. STEEL TUBE W
l~' '-0' CLEA ~ COATES BENJAMIN MOORS LATEX 20' AGGERGATE B ' AGGERGATE BASE (n
HIGH GLOSS METAL ENAMEL SUN SHALL TIE INTO EXISTING SLOPES TO COURSE URSE Q J 4 11/16 z -
YELLOW 12, CREATE AN EVEN TRANSITION, CAP TOP Q J F-
WELDED i'-0' 6'-0' i'-0' i'-0' O W
Shoulder t3'-0' Should Shoulder o ~ D Q
~ U ~ Z
I F-9 F=9 z= ~ /N~~/
N \ 2% max cross slope 1 1 1 1 II ~ LL
'-0' ASPHALT TRAIL _
I • / ~ O Z
GEOTEXTILE FABRIC ~ , v \ f~ ~
, I • Q z
COMPACTED SUBGRADE \ ~ ~ 6' ~ ~ `r ~ +
I ~ ~ U
ro
•r: 3000 PSI CONC. FOOTING
(TYPJ 1' Clean Backfill - Backfill
~ (seed or mulch p 4' (TYP, ABC extension or mulch per specs)
CONCRETE SLAB
9'
NOTESI #57 WASHED STONE (TYP,) 1, CROSS SLOPE DIRECTION VARIES, SEE LAYOUT PLANS FOR DIRECTION ~ DIRECTION OF ASPHALT TRAIL
1'-6' SLOPE.
(TYP,) COMPACTED SUBGRADE 2, CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES SLOPES NDTE~
DISTURBED BY CONSTRUCTION. 3, SEE SHEET C-4 FOR LOCATIONS, 4' CONCRETE SLAB 3000 PSI, FINE BRDL]M FINISH, (TYP,) PERPENDICULAR TD
DIRECTION ff TRAVEL. raas~ No. PRT029
L D ' TAL B S ME TRAIL PAVE T N TR TI 8 N S 'I TAIL 9
6' ASPHALT TRAIL C-6 HICKENED STONE BASE SECTION CON RET E SLAB F OR T RAIL BEN CH N C-6 •
~ ) ) C-6
DBAIIlf Hr:
DAM 04/26/02
sir NO.

-.4
NOTES; STAKE
5/16' X 1' S,STL, CAP SCR, 28 1. PLANTING DETAIL APPLIES TO WIRE &
3/16' X 6' SQ. W/ S,STI, WASHER AND STL. PLATE NYLON LOCKNUT ALL DECIDUOUS TREES AND LARGE TURNBUCKLE EVERGREEN SHRUBS.
SIDE SLOPES SHALL BE LESS THAN 3~1 RUBBER HOSE - 2' BITUMINOUS CONCRETE I-2 SURFACE
TYP. UNLESS OTHERWISE INDICATED ON 2' BITUM COURSE 2. SHRUB MULCH RING AND PLANTING
LAYOUT PLANS. CUT AND FILL SLOPES COURSE SHALL TIE INTO EXISTING SLOPES TD / PIT SHALL BE TWICE THE DIAMETER PLANTING PIT OF THE ROOT BALL.
~ GAL CREATE AN EVEN TRANSITION, CENTER OF
ST8' BAR PLASTIC 6' AG TREE 6 AGGERGATE BASE 3. CONTRACTOR SHALL PRUNE
~ ~ LINER c COUR. CURSE CROWDED, BROKEN, OR LOW
~ BRANCHES. CUT FLUSH ROOT BALL LEAVING CAMBIUM EDGE CLEAN.
1/4 x i l/a• S,STL, LAG SCR, I`-O' 6,-O~ i'-0' GUY DETAIL
ro SHOULDER 3/16• X ! 3'i SHOULDER PLAN
STL, BAR
Z' X 4' (NOM,) SLATS $ I 6 ( SEE SLAT OPTION )
3/B' x 3 i/2• ssrL. 2% MAX. CROSS SLOPE
cAP scR, w/ LacKNUr z ~/B• aD, 3 LOOPS OF REINFORCED
2 3/8' O,D, STL, PIPE ~ 1= \y/ /v GALV PIPE j~ 11= I =1 RUBBER HOSE AT FIRST I I l
II~II ~~1=11i-v - II I1C i _ BRANCHING
~-III=III = - _ - - -111=1 - su~T eosT I I I ~=III-11 i~ ~ Iii I I~ I I~ L, I I ICI I I~ I I I I 11=11 i~.~l I I~11,-) I ~~-111=1 I I~ 11-1TI~ -I i I-I L1,,11I~.Ll,=1T1~ FORM SAUCER 3"
NOTES SLAT OPTIONS WRAP TRUNK WITH HEAVY TREATED CREPE PAPER OR DEEP AROUND TOP
• 1,) ALL STL. MEMBERS COATED W/ ZINC RICH ~ GEOTEXTILE FABRIC FABRIC OF BALL TO HOLD STRIP BURLAP
TH N FINISHED W/ BLACK POLYESTER ? CEDAR RECYCLED PLASTIC 1 EPOXY E ? 'GREEN' RECYCLED PLASTIC COMPACTED SUBGRADE N POWDER COATING, ABC EXTENSION GRADE WATER
• ? 'GREY' RECYCLED PLASTIC CLE N N BACKFILL ~9 GA. ALUMINUM OR 3" THK. MULCH LAYER
2,> DuMor PRODUCT OR EQUIVALENT. A BACKFILL ~ ®'REDWOOD RECYCLED PLASTIC (SEED OR MULCH GALVANIZED WIRE W/ D UR MULCH PER SPEC)
• • • N ~ SERIES # 40-32PL ? OTHER DuMor SITE FURNISHINGS •e FLAGGING FOR VISIBILITY, . ,i~,~ Cyr), THREE GUYS PER TREE 1/2" X 7" GALV. w~ ~~r
• ••a ' CAROLINA RECREATIONAL PRODUCTS, INC, TURNBUCKLE - ~
• ~ P,O, BOX 29242 EA. WIRE
GREENSBORO, NC 27429 NOTES [phone] 1-800-542-3887 1. CROSS SLOPE DIRECTIDN VARIES. SEE LAYOUT PLANS FOR DIRECTI[ THREE 2" X 2" X a
12' ~ 2, CUNTRACTUR IS RESPONSIBLE FUR RE-ESTABLISHING ALL SLOPES ] 7R DIRECTION OF SLOPE 2'-6" HARDWOOD L SLOPES DISTURBED BY STAKES
CONSTRUCTION.
3 SPADE
6' SPUR TRAIL EXISTING EDGING ~ ~ C-7 GRADE
a Q pv r / / ~
° o. o ° e. / / / \ \ •....A. , \ \ \
e e \ \\r O O / / r r
HAND TAMPED o • / / z z o. p. e. 3 3 PLANTING MIXTURE O
~ . : O ~ a ~ o H . UNDISTURBED
NQ NOTE - 1 PART PEAT MOSS ~ / ~ SUBGRADE Z o 0
MOUNT SIGN TO POST PER NCDOT SPECS. ALL HARDWAI ALL HARDWARE TD BE OR OTHER APPROVED o ~ ~ FT/ REMGVAL. SIGNS ORGANIC MATTER ~ cv N
1/4 X 1 1/4' THUMB SCR GALVANIZED AND FILED TO PREVENT THEFT/ REMOVAI M TOR R5-3 24' X 4'. (3 PLACES) ~ 5 - LEAVE BURLAP ON BALL, W ~ ~
12 GA. STL 4 PARTS NATIVE SOIL LOOSEN AT BASE OF TRUNK
- 1/2 LB 10-10-10 FERTILIZER
VEHI LES C PER CU. YD. OF BACKFLL
STL DAME U-SHAPED GA 1-SHAPED GALVANIZED OR APPROVED SUBSTITUTE c
COVER W/ CHANNEL POS HINGED DOER ;HANNEL PUST. ~ c
0 0 E ~
0 0 0 TREE INSTA L~ATION I
,g. o SECTION
0 0 ~ 0 °o NO SCALE " ~ ~ ~m
°o c U d~
m ~ N 3' MIN ~z~ PRUNE PROPOR110NALLY TO Gx,, ~ ~ ~
1 ~6' 6' MAX z x NOS; COMPENSATE FOR REDUCTION O z paO~ ~
Q OF d ~ ~ PLANT ROOTS AND TO PROMOTE ~ v AZALEAS AND NATURAL CHARACTER OF GROWTH O
RHODODENDRONS WITH Z ~
~N p~0 1 /4 OF ROOT BALL gH _ ~ d RUB SHALL BEAR SAME REU ti a
ABOVE FINISHED GRADE T10NSHIP TO FNISHED GRADE ~ O
~ - - - AS PREVIOUS EXISTING GRADE E-+ w z _ _III II
-III I I II-III=III=III-III=III~III~IIII~~~III~I~III,;,I 1,;,111,;,11 , I-III-11 , CUT & REMOVE BURLAP FROM ti ~
DuMor~ SITE FURNISHINGS SERIES # 47-30 ~ I~ I L=1 I III-III-i I I-III=III I 1/3 OF ROOT BALL p
(OR EQUAL) NOTEI 2 TRASH RECEPTACLES TO BE ~ 6~ a ri
CAROLINA RECREATIONAL PRODUCTS, INC. FIELD LOCATED BY LANDSCAPE SHOULDER ASPHALT GREENWAY TRAIL/ HO 3 THK. MULCH LAYER MIN. FORM 2 DEEP SAUCER
P,O, BOX 29242 ARCHITECT, SPUR TRAIL S ' SHOULDER ~:.~a':~ 'e
GREENSBORO, NC 27429 (336> 288-9083 1-800-542-3887
~ .
1 MIXTURE L~ TO BE TAMPED
PTACLE H RE E N TRA 0 MOT R VEH 0 I LE SIGN HAND TAMPED o. / GN ~ PLANTING MIXTURE ~ ~
C-7 C-7 SUBSOIL BROKEN WITH PICK
- 1 PART APPROVED '
ORGANIC MATTER
8' MIN. LOW PERMEABLE - 4 PARTS NATIVE OIL VARIES
SOIL. S TWICE ROOT BALL SIZE
CAP UNIT - 1/2 LB. 10-10-10 FERTILIZER
W PER CU. YD. OF BACKFILL OR ~ APPROVED SUBSTITUTE Q J
MOUNT SIGN TO POST TO NCDOT Z Q
SPECS. ALL HARDWARE TO BE . BALL ~ ED 8c BUR
/\y, GALVANIZED AND FILED TO STQ STANDARD SEGMENTAL PREVENT THEFT/ REMOVAL. LAPPED SHRUB IN STAL ATI L ON o ~ w
WALL BLOCK , , 'I SECTION p NO SCALE Q
~i4~ F i 4 x 4 POST o U Z W
= I FARBIRGLASS ~ s i CONNECTING PIN = o ~ -
I~ ASPHALT TRAIL/ GREENWAY w it SEEDED PREPARATION ~ I-
= I I~ I - 3'-0' O U
Z 8 UNIT DRAINAGE FILL ~ 111= (3/4' CRUSHED ROCK OR (1) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP DYER ADVERSE SOIL CONDITIONS, IF AVAILABLE. Z ~
~ ; III 2' 2' (2) RIP THE ENTIRE AREA TD 6 INCHES DEPTH, ~
w II~II: STONE) A I Ii O' ~ Q Z
Ih~ - I ITT FINISHED GRADE I C3) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. U O
=III II-~ II U C4) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY MIX WITH SOIL (SEE BELOW),
'-111~II=1I~-:':.3 a a _ 4` PERF[~ATED PVC !i!i/ !i!i\/, ~ \ ~/i;. ~ ~p I ~ . \n/\n ,I ~ II : ' ~ I~ I I~Ir PIPE IN 3/4' . I ~ o
11=III- 2500 PSI CONC. ~ i (5) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM REA SONABLY UNIFORM SEEDBED IS PREPARED 4 TD 6 INCHES DEEP, W N
ICI ~II~ AGGREGATE, WRAPPED FOOTING, (TYP.) . III - - I ~,Ir > < (6) SEED DN A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPM ENT DR CULTIPACK AFTER
''~I~III II-IIt=lil~li-III~IHI IN FILTER FABRIC. CRUSHED STONE #57 WASHED \ ~ SEEDING,
LEVELING PAD STONE, (TYP.) \~\~!i,~%~' 4` . ii,~ ~ 4 (7) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
CDMPACTED SUBGRADE ,
10 i'-O' (8) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
Notes
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE`S SPECIFICATIONS, (9) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
2, DO NOT SCALE DRAWINGS, ESTABLISHED.
3, PROVIDE SAMPLE (BROWN) FOR TOWN OF CARY APPROVAL, C10) PERMANENT SEEDING SCHEDULES FOR DISTURBED AREAS AND TRAIL SHOULDERS. rso~crNO' PR1029
TALL FESCUE BLEND @ 6 LBS,/1,~0 SF. BLEND TD INCLUDE 2 DR MORE FESCUE
VARIETIES SUITABLE FDR THE PROJECT AREA. CONTRACTOR SHALL PROVIDE LIST OF PROPOSED VARIETIES FOR APPROVAL BY LANDSCAPE ARCHITECT,
2 5
RETAININ WALL E MENTAL TRAIL SI N. T P SO ~APPLY~ AGRICULTURAL LIMESTONE - 2 TONS/ACRE C3 TONS/ACRE IN CLAY SOILS)
C-l -7 FERTILIZER - 1000 LBS,/ACRE -10-10-1 0 SUPERPHOSPHATE - 500 LBS./ACRE - 20% ANALYSIS
MULCH - 2 TONS/ACRE -SMALL GRAItJ STRAW ` N.T.S.
AAIf`LII'1D _ AODLIAI T Oulu OTI'L~ ~ enn r~i n ,~nnr
nlwl lun nor I7nL ! LIIIVLI.LUI\ C JVU UIiLQI/ NI.RL Dm- 04/26/02
SBaeBT NO.
_ _ _