20031077 Ver 1_COMPLETE FILE_20030827

W A r Michael F. Easley, Governor
O?
?'7
O? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
r Alan W. Klimek, P.E., Director
Division of Water Quality
O Coleen H. Sullins, Deputy Director
Division of Water Quality
October 27, 2003
Wake County
DWQ Project # 03-1077
WAIVER of 401 Water Quality Certification
Mr. Joe Godfrey
Town of Cary
Parks, Recreation and Cultural Resources
111 James Jackson Avenue, Suite201
Cary, NC, 27513
Dear Mr. Godfrey:
Your application for a 401 Water Quality Certification to impact 0.1447 acre of wetlands in order to
construct the Bachelor Branch Greenway in Wake County was received in the Division of Water
Quality's Central Office on August 27, 2003. According to our rules [15A NCAC 2H .0507 (A)], if final
action is not taken within 60 days, the Certification is waived unless DWQ has objected in writing to
your application. Therefore, DWQ has waived the requirement for a 401 Water Quality Certification for
your plans to impact waters as described in your August 27, 2003 application materials.
However, if additional impact occurs or your development plans change, this waiver is no longer
valid and a 401 Water Quality Certification will be required.
If you have any questions, please telephone John Dorney or Cyndi Karoly at 919-733-1786.
Sincerely, /et-
John R. Dorney
JRD/cbk
Cc: DWQ Raleigh Regional Office
Raleigh Regulatory Field Office, U.S. Army Corps of Engineers
Wilmington District Office Corps of Engineers
Central Files
File Copy
Brian Starkey, P.O. Box 28504, Raleigh, NC, 27601
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), (htta://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
031077

Triage Check List
o, o?
Date: ? Project Name.
DWQ#: 0'?
County: l? 1 J-ce
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
From: (I L Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? 'nimization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

Landscape Architects /
Land Planners
LETTER OF TRANSMiTTALOi910
Date: 8 • Z(o • °
ct-tElo?. ?I7.?..+Ct-F w ?.
Project:
To: fjog 'ZAe2?GCK I
PO Box 28504, Raleigh, NC 27611-8504
(p) 919.1-55.0046 (f) 919.755.0930
We are sending you
hed Drints 11, isk Driginals F'?ther
Copies Date No. Description

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Go -( / PP?rG . iHD u TO Y
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Transmitted: )<10 r approval >< Or your use ?as requested 110r review/comment
Via: 0Fed Ex ?UPS FIUS Postal Service Courier -land Delivered
Remarks:
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Signed:
cc:
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Office Use Only: Q Form Version May 2002
USACE Action ID No. DWQ No. ?y
(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:
X Section 404 Permit X Riparian or Watershed Buffer Mules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #14
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 NOLL33SA.nanD831ry?
1. Owner/Applicant Information 1,002 L. 7 gnv
Name: Joe Godfrey, Park Planner
Mailing Address: Town of Cary Parks, Recreation and C w 1 _111W
111 James Jackson Avenue Suite 201
Cary, NC 27513
Telephone Number: 919-462-3863 Fax Number: 919-469-4344
E-mail Address: joe.godfrey_Qtownofcary.org
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: Brian H. Starkey, RLA, ASLA
Company Affiliation: OBS Landscape Architects
Mailing Address: PO Box 28504
Raleigh, NC 27601
Telephone Number: 919-755-0046 Fax Number: 919-755-0930
E-mail Address: obs-bstarkey_(amindspring.com
Page 5 of 14

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: Bachelor Branch Greenway
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0734-55-7252, 0734-55-6187, 0734-55-6104,
0734-55-5105 0734-54-5972 0734-54-4898, 0734-54-4814, 0734-54-3739, 0734-54-2710,
0734-44-9687 0734-44-9690 0734-44-9484, 0734-44-9352, 0734-44-9214, 0734-44-8187,
0734-44-8047 0734-43-4827 0734-53-7539, 0734-63-1445, 0734-63-5607, 0734-63_-3581,
0734-63-4575 0734-63-5640 0734-63-6642, 0734-63-7621, 0734-63-8600, 0734-63-8587,
0734-63-9564, 0734-73-0739 0734-73, 1530 , 0734-73-2428 , 0734-63-8637, 0734-73-4446,
0734-73-2595 0734-73-5474 0734-73-8414 0734-73-8500 0734-83-2750 0734-83-0938
4. Location
County: Wake County Nearest Town: Cary
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Raleigh, take the I-440
beltline and proceed on US 1&64 past the intersection with I-40. Take US64 when US 1 splits
off. Take US64 to Hwy55, turning right onto Hwy55. Take Hwy55 to Edgemore Avenue,
turning left onto Edgemore. Follow Edgemore to Glenmore Road, turning left onto
Glenmore. Bachelor Branch Creek crosses Glenmore Road soon after the intersection with
Edgemore The project area follows Bachelor Branch Creek.
5. Site coordinates, if available (UTM or Lat/Long): Not Available
(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): approximately 3.5 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Bachelor Branch Creek
Page 6 of 14
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Dedicated reg enway easements surrounded by
residential land use.
10. Describe the overall project in detail, including the type of equipment to be used:
The trac-hoe or an 8-ft backhoe may be used to prepare the subgrade of the trail. Stone will
be imported onto the site to prepare the trail foundation and a small 10-ft asphalt paving
machine will be utilized to place and form the asphalt pavement A small drum roller will be
used to compact the asphalt and provide a smooth and uniform surface free of obstructions.
11. Explain the purpose of the proposed work: The proposed grreenway trail has been designed
to overlap with the sewer easements to the maximum extent possible. The Bachelor Branch
Greenway will serve as a pedestrian connection between surrounding subdivisions and is part
of the Town's "Parks Greenways and Bikeways Master Plan."
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.
(see Wetland Delineation by Goldstein and Associates)
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.
We will be filing for an erosion control permit for this project at a later date. The erosion control
work has been excluded from the current permit request because we will be filing a permit
application with the Land Quality Section of the State Department of Environmental and Natural
Resources
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
Page 7 of 14
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts are a direct
Result of the greenway project The first group of impacts consists of permanent wetland impacts
created by constructing a paved reg_ enway through the wetland areas listed below. The greenwav
trail will be 10-ft wide with a 1-ft gavel shoulder on each side. In calculating the wetland
impacts, areas were counted even when they crossed existing sewer easements.
The second group of impacts consists of stream buffer impacts created by installing the proposed
greenway. The longitudinal stream alignment will not be altered with this project. There are two
separate stream crossings
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet) Type of
Wetland***
CM, Sta 2+00 Greenway, Permanent .002 No 50' Isolated
CJ, Sta 16+50 Greenway, Permanent .010 No 20' Isolated
Cl, Sta 24+50 Greenway, Permanent .005 No 30' Isolated
CH, Sta 30+00 Greenway, Permanent .005 Yes 40' Isolated
CG, Sta 32+50 Greenway, Permanent .003 No 65' Isolated
CF, Sta 36+00 Greenway, Permanent .048 Yes 20' Isolated
CE, Sta 40+00 Greenway, Permanent .0007 Yes 25' Isolated
CD, Sta 43+00 Greenway, Permanent .018 No 25' Isolated
CC, Sta 44+50 Greenway, Permanent .004 No 25' Isolated
DE, Sta 49+00 Greenway, Permanent .018 Yes 30' Isolated
DA, Sta 51+00 Greenway, Permanent .003 No 30' Isolated
DC, Sta 56+50 Greenway, Permanent .015 No 25' Isolated
' List each impact separately and identity temporary impacts impacts include, but are not lrmitea to: mecnanrzea ciamg, gmamg, tui,
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), orFEMA-approved local IIoodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.femagov.
*** 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: 2.252 Acres
Total area of wetland impact proposed: 0.1447 Acres
Page 8 of 14
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mauauest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: (no impacts to stream
alignment)
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
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

' List each impact separately and identify temporary impacts Impacts include, but are not limited to: fill, excavation, dredging,
flooding, dranage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
Page 9 of 14
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Station 0+00 to Station 6+50
The alignment of the greenwgy trail between these two stations follows an existing greenway
easement. Minimal disturbance of wetland area CM is unavoidable
Station 6+50 to Station 10+00
The alignment of the greenway trail between these two stations begins in an existing easement
and then follows a new easement which directs the trail to the edge of lot 205, rather than follow
the existing easement through the middle of the property. This section of the gL reenwa y trail is
primarily boardwalk which allows for no permanent disturbance of wetland area CK-CL.
Station 10+00 to Station 19+00
The alignment of the erg enway trail between these two stations follows the existing greenwav
easement. Some disturbance of wetland area CJ is unavoidable.
Station 19+00 to Station 24+00
The alignment of the reg enwav trail between these two stations is located within area acquired
from the Homeowner's Association for this neighborhood. No wetland areas area disturbed.
Station 24+00 to Station 30+40
The alignment of the reg enwav trail between these two stations is within an existing public
reg enwav easement. Some disturbance of wetland areas CI & CH is unavoidable.
Station 30+40 to Station 34+60
The alignment of the greenwav trail between these two stations is located in easements obtained
from private property owners. The existing easement was impossible to follow because of steep
grades and existing sewer lines. Included in this section is a bridge, which allows for the
continued natural drainage flow of Bachelor Branch Creek. The bridge/trail location was
determined by existing sewer manhole locations and the need for minimal disturbance of
adjacent properties. Minimal disturbance of wetland area CG is unavoidable.
Station 34+60 to Station 51+00
The alignment of the greenwav trail between these two stations parallels an existing sewer line
and takes advantage of an already cleared area requiring minimal clearing and grading. There is a
30' reg enway easement that is utilized for parts of this section of the trail, but because of the
proximity of the easement to the creek centerline, the reg enwgy trail is pulled out of the existing
easement and requires easements from adjacent property owners. Some disturbance of wetland
areas CF CE CD CC DE and DA is unavoidable.
Page 10 of 14
Station 51+00 to Station 57+00
The alignment of the greenwav trail between these two stations runs along Highfield Road.
taking advantage of the existing culvert to cross the Bachelor Branch Creek then turns north and
requires easements from adjacent property owners including the homeowner's association. This
section of the trail will eventually connect to a pedestrian culvert beneath Highway 55. Included
in this section is a bridge which allows for the continued natural drainage flow of the tributary to
Bachelor Branch Creek The bridge/trail location is almost perpendicular to the tributary. The
alignment in this section avoids disturbance of wetland area DB but some disturbance of wetland
area DC is unavoidable.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc.us/ncwetlands/strmRide. html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
If required a payment to NC Wetlands Restoration Fund will be made.
Page 11 of 14
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/wr[P/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): .14 acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes X 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 X
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 ?
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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Page 12 of 14
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from rear 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.
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.
The onlv impervious acreage created by this proiect will be the footprint of the greenway trail.
The 10-ft wide paved egr enway trail will occupy only a small fraction of the land area of the site
and the stormwater impact created by the greenway trail can be classified as negligible. The
width of the overall site will vary significantly depending upon the location since there are
existing sewer and greenway easements in some places, but in other locations the disturbed
width must be minimized to preserve wetlands or stream buffers.
XH. 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.
(None of the proposed work will generate new wastewater discharges.)
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
Page 13 of 14
'?V. 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).
o6.5 LA--jDs"pG AMHiT4GT3 5- 2e, •0 3
,pplican gen 's Signature Date
signature is v id only if an authorization letter from the applicant is provided.)
Page 14 of 14
Aug 25 03 01:42p CRRY_PRGK b i zi 4bzi 4JA+It p. i
CARY PARKS, RECREATION AND CULTURAL RESOURCES
Date: August 25, 2003
Memo to: US Army Corps of Engineers
From: Joe Godfrey
T wn of ry, Park Planner
RE: Bachelor Branch Greenway
Dear Sir/ Madam:
OBS Landscape Architects, has been retained by the Town of Cary to oversee
the design and construction of the Bachelor Branch Greenway project. We have
been closely reviewing these plans with OBS and permit them to act as our agent
for all required permitting.
If you have any questions or if additional information is needed please contact
me at [phone].
TOWN Of CARY
111 James Jackson Avenue Suite 201 -Cary, NC 27513•PO Box som-Cmy NC 27512-8005
tei 919-469-4061 • fax [phone]• www.townofc=T-org

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MAC Gtv?T'"? 2km 2m
Ad?f?e o F $fa? 55 - ?-
?rFB ? 54
k orrisville
rpenter v
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i4 -
I Upchurch
. iH h6
' Green Level 9
t
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I a LONG 2x6 BOARDS la~dsca~pc a~ciha>tccgs
! 0' LONG 2x6 BOARDS 2x6 EDGING BOARD laid g~lamnens
2x6 EDGING BOARD 3®~/~~0 l~a~ha~ ~~eea
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' ~ ~ ~ ~ ~ ~ ,,,y, ` ~ , ~ CONCRETE APPROACH .n ~ ' - ~ n ~ ~ , SEE DL`fAIL 4 13 A ~ ' ~ n n~
CONC EAPPROACH ' ' ~ RET n.. n
SEE DETAIL 41LA 13 ~ ~ ~ • . ~ ' n h -
n , `n ~ . , . , n D ~
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(2) 2zS BEAMS 1 1
BOLTED TOGETHER
(2) 2x6 BEAMS
J015T HANGER (TYP) BOLTED TOGETHER Consultants
JOIST HANGER (TYP) Q
0 0
0 Q
D
0
D~ r
f° D~ n
r O
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2z8 J015TS z
~ 1~8 FACE BOARD
2x6 JOISTS
2x6 FACE BOARD
Professional Seals
\\\1,`IIIW i llllllrlllli
A , , C ROl i I
- - _ _ _ - 2x6 BEAM AT ENDS OQ, ~"'~D9C~pF'~,, y ~ , , ~
~W
(2) 2x4 BEAM AT ENDS -
10.33 -
10.00 ,
10.33 ~ ~'i °"P
10, 00' 9.33' CLEAR H~ 5 , IIIlilll ~ r 1
~~Illlll 11111/l,r
9,33' CLEAR I CARO
10' LONG 2x6 >rDGING BO I0 LONG 2z6 BOARD l,y , 0 ycAe c ~Rc q
10' LONG 2z6 BOARD 2x8 FACE BOARD ~ ~a''aQ h,~%,; ;
2x6 EDGING BOA 2x8 JOIST n`, aW G: /~C
2x6 FACE BOARD METAL P05T ANCHOR O's Z'U
2x6 JOIST--= 1,33 1 -1 3 ' 1,79' 1,79' 1,79' 1,79' 1,33' ; m`°;'~ ~ ' %s,~ ,a~,'.,; ~ ~
MEIAI POST ANCHOR 1.33 1,79 1,79 1,79 1,79 1,33
%1,,~ Q1 P E 11111111111111
\ \
Revisions
BOLT TIIROUGf1 POST ~ ~ ~ INTO (2) 2z8 BEAMS ~ ~
# Description Date By
~ ~ ~ 2x6 EDGING BOA BOLT THROUGH POST ~ ~ ~ 2z4 SPACER ~ ~ ~ ~ ~
INTO 2 2z6 BEAMS \ \ ~ ~ 2x8 FACE BOARD 1111111
2z6 EDGING BOA O ~ ~ ~ ~ ~ 2x4 SPACER • ~ ~ ~ ~ X111111
2x6 FACE BOARD ' I METAI POST ANCHOR I 0 2x6 BOARDS D
METAL POST ANCHOR ~ ~X ~ X ~ FIN15t1 GRADE ~ ,
0' 2z6 BOARDS 2 2x6 BOARDS ~ " " W
FINISH GRADE ' (2) 2x4 BOARDS ~ • { 1 Z ~ _ o
10' LONG 6x6 BOARD • ~ .U ~ N m ~ ~
I d LONG 6z6 BOARD ~ ~ N ~ .~n, z . ~
' ~v . - h' ~ ~1 DA
_ 4 , ~ 14 LONG 6x6 BOARD 6 BOARD , , °m O CONCRETE FOOTING , ~
14' LONG 6x6 BOARD * ' ' h' D ~ Date Issued: 03 8.22.
. , ° o CONCRETE FOOTING , ~
, Scale nts
Drawn b :
Y CLE
Checked b ; BHS Y
Sheet No.
ao 0 2 ~ D 001 1 ~ o~ao~ ~
NTS
LA-17 NTS LA-17 n
v
~w u u
of 17 sheets

flaa~dlsca~e an'cl~tects
flagaa~ ~la~rncrs
3~6/~~0 ~~haa~ ~tteet
~~tc ~
1~11eIl~~, ~7~a'~1
p o 0 9~~,755<~~
o 0 0 0 0 0 : p --1- I TI-I II o 0 0 0
I o o + 1= i + o 0
a D 0
4 'Y ~ O
d Y D
D d
40'
a®
O
~ , ~r ~D ~rl ~ ~ r ~ra~~~~ ~ ~
0 0
D 0
30.0° 9
D °
SPACE BETWEEN RAILS 0 a
3 3l4" MAX, - - -p
2x8 CAP 0
GLULAM 4x6 P05T ~ ~ HANDICAP RAILING
8'-0~ O.C. ~ ~
~ n u ~ Center ~ ~ _
GLULAM 2x6 RAIL 3 x 6 ~OUTtiERN of
W PI E FLOOR 1'ELLO N Stream
Consultants
15' Conc to Badge
GLULAM 5TRINGER 3 2.33 A praac
3 I . RI® ~ ~ ~ 321.0
Trail evat~o evat~o 320
43 320
ca
LEDGER ~ r de Ex_. 0 -
U 12'-0" CLEAR ~
5TRINGER / 315
U ?15 - _ - - - ~ \
~ ~
~'~d5~ ~~~I~~ ~ ~ /
' 11.8
310
310
o a a _ 0' 55' 50' 45' 40' 0 1 D 6 45' 40' 35' 30' 25' 20' 15' 10' 5' Center 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' S5' 60' Professional Seals
1 NTS of Bridge
LA-1 ~,1„1..I II I,I,,I,,,,
i~orl~~ntal Dl~tanoe ~ GARO~ ,~ti
Q ~ ~ ~11D5CAP~ '9 ` ~ ~
:'eta ?
a D ° ~ - _ : 549
` Center
of ~
Stream h. 5
brad e shall accomodate 15,000 Ib vehicle load. g ~IIII 1 I~VVV
GARO ~
ll fabricated from laminated lumber. Laminated lumber shall be Southern Pine K~In 2. Structural bred e com onents sha be 9 p Q ,~~~PF ~R~'' ~ 9 I Conc ete Brdge cy~•,,;
of standard s ec~fications for structural lued laminated material, AITC 117. Dried and railed to meet the requirements p g g 340 A roac 340 ~
in steell-beams. '4 .,;fir: ~ w - ° C- I I 0 A: :W
Contractor ma Submit alternate structural desi n includ g Y g \ =p;`~ V,
Tra I Eleva ion eva ion 33 .0 3 3 3 .0 _ ? a a,,, ~ .
etermined b the deli n re uirements for each com onent. AITC uality marks shall be 3, Lumber combination shall bed y g q p q 6RB GE 2 , _ N~,,, P ,
~ Grad 335 II ~x
~f~ tion, Laminated com onents shall be er AITC architectural a earance rade. used for ident ca p p pp 9 a~ 335 \
c
4. Solid sawn lumber for deckin will be # I rade er SPIb. s \ ~ Revisions
9 9 p U
c ~ ~ ~ Description Date BY ~ 330
c n ist of ressure laminated treated lumber (treated rior to ~ 330 5, Preservative treatment for lulam com onents shall o s p p 9 p
nth AITC i 09 and AWPA C28. Exterior strin ern shall be treated Ivan with entachloro henol ty e C in accordance w 9 fib' 328.
g) p p p 9 ~
maternal shall be treated to .3 cf (Waterborne treatment will not be accepted). w to .6 ft. retention. All other laminated p p
hall be fastened to the exterior beams with alvanized steel carria e bolts. 325 6. Laminated lumber handrail s and ost s 9 9 325
p GO' 55' 50' 45' 40' n r 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 45 40 35 30 25 20 15 10 5 Ce to 5
of Bridge
t-use water roof com I m with ANSI/AITC A 190. I -latest editeon. 7. Adheseves sha I be we ( ) p y g p
horizontal D15tanoe
mated lumber. The railin s shall have a smooth surface on all four The raohn sand ost shall be fabricated from lam g g p Date Issued; 8.22.03
sides with no rotrusions or de ressions. p p
Scale nts
ii D D D o Drawn b ; CLE Y
. D in shat{ be such that a 4 s here shall not ass between members D 9. Maxemum s acm of the rail gs p p p g
Checked b : BHS Y
e all fabrications and erections which are sealed by a rofess~onal Sheet No.
0. Contractor shall submit sho drawin sand not p p 9
~n Ineer. 9
~ ~ ~ ~
hall be hi her than rims of ad acent manholes, G~OGG~~~O~I~Q~ ~~Q~~n I I , bottom of bride irders s g 99 a~ ~~Qa~ n ~ ~ e ~ ~°~o
aar~n~r~~n~ c~~n~ ~ a((~`_/61(I I~° X100 0 ~i°e(1°° r-, ~
V LL-u u u uvrrvLL. e Uvu~~o )UU--\1 =L=. U Nl l_/ f ( I
of 17 sheets

8' MAX, VARIABLE AS DIRECTED BY THE ENdNEER
MIN. 12-1/2 GA, INTERMEDIATE
WIRES MIN, 10 GA.
UNE WIRES S T A R
IN TA T SE OND
GRADE
- NOTESI
-Warning signs to be made of durable la>tl~sca(~e a>rc~tccts
" weather roof material, 4" - rp r e 3" h h min. 3 TREE PROTECTION AREA ~ Letts s a e to b Ig 1a~1~ ~~a]~1e~s
4' oo clearly legible and spaced as detailed,
3N DO NOT ENTER -Signs are to be placed no greater 4 than 200 on oenter, 3~~/BDO ~a~halyl Si,~cct
1~~3UO~lT~ -Place sign at each end of linear tree haute ~
protection areas and 200' ac thereafter, -For tree protection areas less than TRAIL SURFACE ]~aflc>igl~9 R1~ B7~O~
STE0. POSt - 200 In perimeter, pravida no less than ~19.755.~4~i
P~4IE;. ORANGE, UV RESISTANT one sign per proteotion area, db e
N RAINA AREA WOVEN 1MRE FABRIC HIGH-TENSILE STRENGTH -Attach signs securely to fence posts .tib , - -USE SILT FENCE ONLY MME D GE ~ DOES NOT EXCEED 1//4 ACRE AND NEVER IN SILT FENCE GEOTE%11LE FABftlC POLY-BARRICADE FABRIC and fabric • a 3
AREAS OF CONCENTttATEO FLOW -Maintain tree rotectlon fence throw h- 0 " p g O Q a 5-0 out duration of ro ct. GEOTEXTILE FABRIC ~ e 12" MIN, 0,
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL, ~ o rix ma¦~ _ p ~ 0 ~ ~ FILL SIOPE Additional signs ma be required by the ~ D _ o
m $ Town of Cary Inspect ons Department = - - O
•FOR REPAIR OF SILT N ~ ~ based an actual field conditions. COMPACTED _ FENCE FAILURES, USE ;y,<;,; o~ -Install fencing and sig~age prior to calling SUBGRADE I I
No. 57 WASHED STONE. N ,..v .l E for the Initial on-site Ins action b the Town FOR ANCHOR WHEN SILT ~ {..s' p y 15" 18" 24", 30" RCP D
FENCE IS PROTECTING of Cory Zoning Inspector, , CATCH BASIN, ..l " -Place fence along the entire length of the trail D O
8 RIN~KIRT~R c at the Ilmit of construetlon as shown In
• PUCE FENCE ALONG ENTIRE ~ OVE S I E detail 1/LA 12 as well as around trees designated LENGTH OF TRAIL ON THE SIDE N - to be preserved. 00 ~
WITH TIE CREEK AS SHOWN ANCHOR SKIRT AS IN DETAIL 1/LA-8. DIRECTED 8Y ENGINEER • POSTS MAY BE EITHER 4" 0
DIA PINE, 2" DIA OAK OR
1.33 LB/LF STEEL,
a n~~ o ~ ~ 0 0
L C D ?D D? 0 D DD C 2 ~ 0 0 3 0
1 o ~ o Oa 1 a~ n
- NTS LA-1 LA-1 NTS LA 1 NTS 9
o D~ ~ ~ ~
~ ~ nn ~ n
~ o o ~
La ~ ~a 0 ~ ~n~ ~ ~
k` . ~ n
d ~ 7 ' M 0 IN,
BUT SUFFICIENT TO KEEP 1, PUT SILT FENCE OR TREE PROTEC710N FENCE UP
A Filter blanket SEDIMENT ON SITE TO ENSURE CONSTRUC110N ENTRANCE IS USED. Consultants
SECTION A-A „`,rt ';r'~~'~~' 2, IF CONSTRUCTION ON THE SITES ARE SUCH THAT
a THE MUD IS NOT REMOVED 8Y THE VEHICLE TRAVEL- 4i,~; F
2"-3" STONE TO BE USED.?~;•<~':~ 25' OR WIDTH OF ING OVER THE STONE, THEN THE TIRES 0 THE ! `~''~'"i""'''"~ VEHICLES MUST BE WASHED BEFORE ENTERING THE
EXISTING ~ (SURGE STONE OR RAILROAD''• PROPOSED STREET, ,.4's"' PUBLIC ROAD BNGINF:R~RSeeCON5U7.TANfS ROADWAY BALLAST},~,'. WHICHEVER IS
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS " .r j; ; , i;~ ~ GREATER, 3, IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS titiaU~alt~~r~
I. La ie tM lenplh of tM riprap apron, J' ON TO THE PUBLIC ROAD, THE TOWN WILL CLEAN THE PO1Box33]27 sees ~,CR~~r
2, d apron th4cknesa not leu Than a` ~ ` Id.C. 27636-3127 ~'N'''"+,` AREA AND INVOICE THE FINANCIALLY RESPONSIBLE Ralag>,, ae c/ .,p . .'~a PERSON AS INDICATED ON THE FINANCIAL RESPON$- [phone] www ~ S ~l'
In weq-defined chonneh, extend tM apron up the Charmel Danko t0 On elevation 01 e" ObaVe the F TH MINIM M FEE THE TOWN OF CARY {9]9) 851-19]8 (PAX} IBIUTY ORM. E U ,
rnoximum toiiwater depth or to the lop o1 lM barJ~ which war It lue, WILL CHARGE TO CLEAN THE STREETS WILL BE 5300 ~
4. A filter blanket a filter fabric should be PLAN FOR THE FIRST HOUR ANO =200 FOR EACH HOUR THEREAFTER. ~
Installed between the riprap and soil foundallon, ~ PLAN r p~Z p~(~'~~[,~~'~.
If 7~~~ ~If1G ~V~,~V ~f fp ~T
APRON OUTLE MAX APRON CULVERT PIPE d50 dMAX ICKNESS d IDTH o ?MDTH b LENGTH Lo /~~j AFL Q
A 15" 6" 9" 13.5" 3, 75' 11, 25' 10'
35' MIN, 15' MIN, NEW CONSTRUCTION Professfonaf Seals
B 15" 6" 9" 13.5" 3, 75' 11, 25' 10' EXISTING ROADWAY
~~n 6n 9n 1 ~ ~,5' 11,5' 4 ~ ~ 5``444111 H 11 Uf„rrrr
n n n n , , , - , I2" MIN. ~ CiA~()~ r~0i
D 15 6 9 13, 5 3, 75 11.25 10 6 MIN. 0 '~t,ND9G~tp~,' , 9 ~0
E 18" 6" 9" 13.5" 4, 5' 11, 5' 10' ~ ~y :,,y iti~ zls:
~ `'~N n - _ ; 549
F 1g" 6" 9" 13.5" 4,5' 11.5' 10' FABRIC UNDER STONE - ~;"d ;`t<,
G 15" 6" 9" 13.5" 3, 75' 11, 25' 10'
CROSS SECTION tP 4 rr ~ n. 5
OR DITCH/CHANNEL WIDTH, WHICHEVER IS LESS rr~iii~~ b r
° n ¦ O D Q \5444,unvuhrrrrrr
4 Q? D~ D O D D D Q O D • 5 ,4 A
LA-15 NTS NTS LA-1 NTS 0~",, rc ~ ~'-,ti9 ~y ~T,,
r
1 2 DIAMETER OF PIPE COARSE AGGREGATE EARTH FILL COVERED 3Y ~ 6 DEEP 1 ~ Q .1' 7~ : off[ 4 - :w C-I 10 p;~_
OR 12 WHICHEVER IS LARGE ANGULAR ROCK GREATER
FILTER FABRIC O 9 2- N
~r,,r p+P~ 44~~,~ nn,m41
_ o - - NOTES: 1, where several trees will be planted close together
-I - - - such that they will likely share root space, till In sail -I I' amendments to a depth of 4-6" (10-i5cm) over the
- I entire area Revisions
I 2, for container-grown trees, use fingers or small - _ I hood tads to ull the roots out of the outer la P Y~
CAPACITY OF PIPE CULVERTS ' r-III-III- of potting sou; then cut ar pull apart any roots # Description Dnte By
TOGETHER =BANK FULL FLOW ~ ~ ~ ~ circling the perimeter of the container. '',,';ar+, FLOW,`:, J, During the design phase, conlirm that water drains
ELEVATION out o} the soil; use lowered plontinq hole depth EARTH FILL COVERED BY and design alternate drainage ayaiem as required.
' ~ LARGE ANGULAR ROCK 4 Thorou hl Book root hall and ad scent r ored here specified by
A R ATE soil several times during first month after plontinq / Do not stoke trees except where specified by COARSE GG EG and regularly throughout the fdlawing two summers, Landscape Architect. If staking ie necessary, use 4g ie necessary, uae Iwo e Flexible Iles.
5. The planting process is similar for deciduous and ~ opposing stokes with separate Flexible Iles. evergreen trees, Remove staking of end of first growing season, 'et growing eeaaon, NOTESi PRUNE AND THIN DECIDUOUS SHRUBS
~ ~GYb~ O 0 0 , o 0 0 0 p o,o o p 0 0 p 6. Do not wrap trunk; Mark the north side of the tree II II ct water Into root bau 1. SOIL MIX-1~3 ORGANIC APPROX. 1/3 OF INITIAL BRANCHES TO
O ° i7 p g °O°o0 ° 'O O o 0 O O O0, .°00 0 ° in the nursery and locate to the north In the field. ~I II - 4" noised ring of loll to dMect water Into root t o ~ p0 ° o 00 , o a p oQ o o O ' ° ~ o ° O 0 , ~o 0 7. Avo(d purchasing trees with two leaders or remove I II -especially Important It root ball is raised abovE ball is raked above ground MATTER, 2f3 EXIST SOIL, COMPENSATE FOR LOSS OF ROOTS
O ° 00 0 0 o p 0 ~ o , °Q 0 ° 0 D O 0 0 ° 0 one of anon ,Otherwise, do not prune tree of I O o 0 0 0 0 o p a oo O0 O p° 0 0 ~ p O a q II II 2" bark mulch; Do not place mulch In contact i mulch in contoct with tree 2, 4HOTH OF PLANT PIT WHILE DIGGING. FOLLOWING PRUNING -SANDY SOIL, 24 +MDER PLANT SHALL MEET SPECIFIED SIZE,
o a O ~ O o p O p Q O a o planting except for specific structural corrections 0~ O O ~ o ~ ' ~ 0 0 O 0° a 0 0 0 0 0 0 O a 0 °Q o0 O 8. Before plontinq, add 3-4" of well-composted leaves, II II DI wide tooth hole with to Brad sides, operad elder, THAN PLANT BALL
0 0 0 0 0 ~0 9 p 9 P 0 ~ ° 0' O o ° 0 O Oo 0., p O • , a 0. O ~ o~.. 0 o recycled yard waste or other compost and till Into I~ I II Width of plating hole is 3 times root ball Biome o O ~ O ~ O 00 ° ° 0 D O 0 O o top 6 of prepared coll. Add compost of 20-35R by I~ II in highly compacted ar cloy soil; 2 times the rc nee root bcu dlometer -CLAY SOIL, 12" WIDER 4" MULCH MIN. PER SPECIFICATION roll; 2 tlmee the root boll THAN PLANT BALL
volume to backfill soil, Add compost at 20-35X by 00op 00 0 ,000 O °pQp O.0 0'Oo Oo o O o0 1 0 0 0 O o O .o o • o O.a O p O' o ~i volume to backfill II I diameter minimum in all others, 3. FOR PLANTING AREAS 4" EARTH BERM TO FORM SAUCER
oO.oo O o°0 '0.0 0~ 00.0o OoaOO. 0 0 0 00 °0° - - - 0 WHERE SOIL HAS BEEN COM- _ _ _ D~it@ Issued: 8~22~Q~
O °O o0°a0o OOO• 000 00 0 ~O ° o O °0 0~ _ - _ _ o~ O o 0 0 0 .O 0 0 0 00o Oo 0, 0 0 0 0 0. 0~°'0 o I '.r;r -III-~ 0 0 0' o' '1 -II~i• . ~ lei PACTED BY EQUIP. CONTACT I - - REMOVE ALL METAL/PLASTIC CONT. _ , PRIOR TO PLANTING, SLICE Fl~R LA PRIOR TD PLANTING. -1 (-I Scale nt5
~ D o o I ;111= .I, r, , ; ' ; I=1 I ' ' ~ " ~ ~.II~~: _ Cut bursa r e and wire basket owo from ~1= ' '.I ~ - Pr oD r Y - ROOTS IN THREE PLACES TO ALLOW ~sket owoy from 4, FOR CAMELLIAS, RHODOS, L _ I ROOT GROWTH,
- I ! = ~ 1. top and aides of root ball .III~~~ ,I . :r' ~ I I AZALEAS, AND LAURELS, - LOOSEN BURLAP AT STEM ALLOW Drawn b LE ~ Y C
Pock backfill soil around bone of root =L11= ~.t : ~ ~ l,,,, r ' ' boll to stabilize; allow rest of backfill - - =r___ 4-6" deeper than root boll for lowered SOIL MIX, 2/3 ORGANIC AND IT TO REMAIN ON BALL 'or lowered 1 /3 EXISTING SOIL , B H S
v'fr, ~y.,,,. „f, - •.,."r,;'~r~'~;'r~r'I ~ to settle naturally or tamp lightly - - = = _ - n plontinq hole oa needed with poor drainage 25 25 - = I, ~1~ ~ poor dralnoge Checked b , 5, SHRUB SHALL BEAR SAME y
,STREAM CHANNEL;~~" I I I- ~ ~ _ „ MINIMUM ' " ' ' MINIMUM Set ball on undisturbed sole to prevent sattlinq ~~~.;,?~~,,~~,r;' ,';i'{,;'',,.,^;~~'; E~tand eiakae into undiaturbod evil RELATIONSHIP TO GRADE AS TAMP OR WATER TOPSOIL MIXTURE td roil IT DID PRIOR TO DIGGING, AT 6" INTERVALS, Sheet No.
TOP ©F @ANK 1r,~~x, fi0fs CE SANK
PLAN
/rA ~r~nn~nnnnM c~~r0~snnn Cr~f~n~~~~~~ ~ /a1f~fI~~NI(~ 8 °D ~ n
ID V LL-UAVu-yu menu -a u it ll u ULOL= -1u Vu lJ~ UUNJNJuuVII f u u uU= L~__ u ____o u \j u v~ U
NTS LA-1 NTS LA-1 NTS LA--1 NTS
of 17 sheets

5' CLEAR i
STEEL DONJE TOP WELDED 4 ° P 1 BEVEL ~ 5 (TY )
TO TOP OF BOLLARD
NOTE:
6' LONG 4° ®IA. STEEL PIPE EYE ®OLT ON BACK A 'TAL SHALL BE GALV, PAINT ONE BOLLi4RD--..., FRONT OF BOLLARD ~
2500 LINEAR FEET Of TREE PROTECTION ALL METAL SHALL BI FENCE TO BE PLACED ONLY IN CRITICAL COAT METAL PRMME METAL PRIMER, AND TWO
AREAS AS DIRECTED IN FIELD BY TOWN 5 BENJAMIN MOORS LATEX i11GP1 LOCRINGEYE,WELDEDTD
~ CARY AND LANDSCAPE ARCHITECT COATES BENJAMIN GL055 METAL ENAh PpPE ®OLLARD 6"tt 6° POST, i METAL ENAMEL SUN YELLOW 12. s.Y.P. PRESSOJ~E~
2 LOCKING EYE, WELDED TO TREATED FOR ~ GROUND CONTACT la>n~sca~e aiCC~hYteCtS
-11 GROUND INSERT la>tY2~ ~CY3
LIMIT OF CONSTRUCTION 5" DIA. GROUND INSERT,
3 L~NGT~ ~C~/~p~ 1~a~l~arn ~~ceg
TRAIL PAVING FIN GRADE Sanitc
5'SHOULDER gyp' 5'SHOULDER _ _ r ~ llgaleflg~q l~~ ~~~Cq
w?v vvovvavvvovvvvvov vvvasvvooovevvvvvoov ti ,{~~~ye7CLo~~4,/_ _ - vavvovvvvvvavvvvvvvv ~ vv vvvovavvvvooooovo T i' IJ'J ~t7 ovvovovoovovovsvoovv+'~,, lovv vvvvvvvvvvvvn vvv
ASPHALT TRAIL PER DETAIL vvvvvvvvvavavvvvvvvv vv vvvvvvvvvvvvvvovv
- --~77 i' _ + - lli , ~ ~ oD
2" I-2 T-R e , -I III v' ~ N
GRAOE _ ~A 6" or 20" GRAVEL (sac details 1 dc2/LA-11) ro 1, ) e . d D I I I-11 ' of N ~ o ~~/QQ~~ Q~~~G3D ~ I I - lll , L~ a
29~ CROSS SLOPE GRAVEL ~ Its N N T19PICAL VVQ9HHIieIRI~ ~HC EX, GRq GRAVEL 'pCAL VVQ9HHEIRIE SHOWN; R€MOVA9L€ I) I I-I I I ~
~ TOWARD CREEK---? u-1t ECE~6.AaRDrASPROVID ,LARD AS PROVpDED 9Y CALPIPE _ ~ : ~ J I I I
o ~ o MANUFACTURI6NG, LC ° 4o y~ p ~ ~ R ~ Cb ' 8 (1-®00-22g-7473) OR A ~UFACTURpNG, LOS ANG€L€S, CA III III r'~ COMJPACTEA - COINCRETE FOOTING • ' SU®GRADE I ~ DO-225-7473) OR APPROVED EQUAL _ _ I -
0 o e Y 0.J ~ ° a e 0 o a P ~ 0~ a ~ e ~ A TO CREEK. 3 ~ ~ DOO PSG 3m DAYS • ' " ~ O
~fl 1= I I=~=~=i = _ - - _ _ _ _ _ _ _ fk~ear c f~~~~Q [~0~ ° D l ~ ~h-~--I I I_I I ~TI I I I ~~-1Ih-11 f=1I I_ 1~~=1I _ ~ - - T XTIL FABRIC n ~I~IIr IILTII I~TI~1~Irll~ GEO E E M~rfR REMOVADLE BOLLARD:
i f- f COMPACTED SUBGRADE M0~0 ' _ EX. GRAD N®TE: WOODEN ~ fE: WOODEN DOLLARDS SbALI ALpGN POST ~ SLAVE SO EYES ~ ~
ON - - -E ESE VNS`fALLE®ON OC SAN 5~D[E~ OF ENTIC REFERENCE PROPOSED ELEVATION CHARTS CLCSEST`TREE,CRE INS`~ALp_E®ON BOTIi ARE LOCATED AT BACK AND FRONT d ES OF ENTi~° NCE, TO OF POST, NOT Sl~ICRONG OUT INTO
CENTERLINE ELEVATION OF TRAIL nSESI~ TREE, OREEGC, TRAMEL WAY.
ON SHEETS LA-2a TO LA-2c OR OTHER O~STRUC OTHER OBSTRUCTION
0 0 ~
L \ [)1 L1 L 0 a Ga ~ ~ l~l 9
1 Q ~ U~ (,--a NTS A-14 SECTION 14 SECTION N,T,S. I o
LA-14 ~ o ~~U U 0 ~U
5116' X 5.51. CAP 5GR.
LENGTH OPTIONS ~'GSrt~P ~ wrasn.wASnexAHD G ~ p l Q
I ~ (88 60PL) ?ma~ wcKNUr 28 57a~ 16 Y, 6 (88-80PL) ®6 BENCH d o ~C~~~~ ~ G~~C~ ~ c.~
? 8' BENCH
SLAT UPTICNS /
e
? CEDAR RECYCLED PLASTIC s' x a' c faeM, I t; ? 'GREY' RECYCLED PLASTIC sn. 6AR ~ a i
PROFlIED SLATS s2 c~„ MOUNT SIGN TO POST TO NGDOT
c see 51AT o~noNS ~ REDWDCD' RECYCLED PLASTIC s2 uNER ? 'GREEN' RECYCLED PLASTIC Pusnc SPECS. ALL HARDWARE TO BE uNER
la~~xi la' ? OTHER srsn. ~ scR. surro~rrosr GALVANIZED AND FILED TO Consultants
PREVENT Tt1EFTl REMOVAL.
r, a
, 91B' X 9n BAR ~ 2" x 4' ! NOM,) SLATS 311 m ' " iv II II 3116' X 1114' _ ~ X ~ POST
N 318' x 2" 5.5TL 'REDWOOD' RECYCLED PLASTIC 5Tt .Q STL. BAR
6TH. SKT, HD. - 9' 9Q. x 114' 1 LAG W/ WASHER W. 5TL TUBE ~ 1 tr p
.G N In
u CAP SCR. Wl LOCK UT ° I " I ~G STl~ PIPED n ~iB'o.a . ~ ASPt1ALT TRAIU GREENWAY
~i 6 2 3I8" Q.D. ~ pire: a.. a c4 3'-011
° (88-60PL) GALV ~I~ 8Ya
(88-80PL) ~I I
Ili X ! P/~e THUMB SCR 12" ~J 2,1
SIjPPORT Pt%T 12 GA. 5TL (3 PLACES )
NOTES NOTES NOTF~ ' ~Sr
I AU. 5TL. MEMBr:RS COATED W! ZINC RICH EPOXY THEN FINISHED W/BLACK POLYESTER I ,)ALL 5TL. N I ,)ALL STL. MEMBERS COATED Wl ZINC RICK _
STL DOME EPOxrmEr ' ~ POWDER COATING, POWDER C( EPOXY TI1EN FINISt1ED WI BLACK POLYESTER t ~ ~ • c Q POWDER COATING. 2500 P51 CONC. ; ; r•~. - N
COVER W/ . ' - ~ Professional Seols
N b 2,) DuMor PRODUCT OR EQUIVAIFNT, HINGED DOOR 2.) DuMor PRI s 2. DuMor PRODUCT OR EQUIZAIENT. FOOTING, {TYP,)
I O #57 WASHED ~ DuMor: 911E FURNI9HING9 SPRIES # 40-32PL ~ ~ I,I,wunll„'/ y
DuMor: SITE ruRHISnINGS PRODUCT A 88 SERIES PL N DuMor: , STONE, (il'P.) N CAROI
' CAROLINA RECREATIONAL PRODUCTS, INC. O ~,ND9CAP 9 ~ cry INC. COMPACTED SUBGRADE „ ~ `',=''o`
P.O. BOX 29242 CAROI GREENSBORO, NC 27429 CAROLINA RECREATIONAL PRODU I O ~Pc1' P.O. BOX 29242 y =
12" 336 288-9083 I-800-542-3887 ! ~i5" ( ) rec GREEN5BOR0, NC 27429 5Q9
(3° [phone] I-800-542-3887 ~ r; ~ ' `
/ ~ ~ , ~ , /
D~ 4 `IhDp D D ~ u N N. 5~ ,
3 • _ 4 NTS LA-14 NTS "1i I NTS LA-1
LA 1 1`\`111111 I I I 11111 /!I///
CAROI ~
0~ , ,,,r e ~q,p,,, q ~ , '``0`~'A C,y ' ;
vr~ /~F,s 30
~ Gt - :W G-110
SIGN FACE: RAISED 2" BORDER WITH REVEAL, RAISED BACKGROUND, 0irs V.,
AND ROUTED LETTERS 1.,, , G~
6x8 POST TYP. WITH S" DIMENSION ~ CA P ~ 11,,~~
„ 5,_0„ ~ y FACING FORWARD 1111111111111
7 ~q 4 5"
SIGN FACE Revisions
3 14° HIGH TEXT BACHELOR BRANCH 6X8 POST (WITH (MIN, 3-112" WIDTH) ~ 6" DIMENSION
GREENWAY - TOWN OF CARY ~ FACING TO SIDE) # Description Date BY
~ Z 114 HIGH TEXT N
N FINISHED GRADE

COMPACTED
2 00 PSI CONC. y' ~ ~ N 5 SUBGRADF.BENEATH FOOTING, (fYP,)
FOOTINGS, (TYP.) ee~.
#57 WASHED
5TONE (TYP.) 4"
I'-5 Yz"
I'-7Ya" "
FRONT ELEVATION SIDE SECTION Date Issued. ,22.03 8
Scale nts
NOTES: Drawn b : CLE Y
I) SIGN SHALL BE IDENTICAL ON BOTH SIDES.
Checked b ; BHS Y
2} MATERIALS: CEDAR 0R REDWOOD,
3 COLORS: D~I~AN "ARTISTS CANVAS" FOR SIGN FACE BACKGROUNC) ~ Q~RON °HOI.IpAY G~~~N" FOR A~, OTHER Sheet No,
EX1~05ED SURFACE=5, INCLUaIN6 LE~`TE~S, BORDER OP 51GN FACE (OUTSIDE OP R,EVEAL), AND P05T5.
4} APPLY ONE COAT OF PRIMER AND TWO FINISH COATS.
rC~ CG°aG°3Y GREEN~Mn G°a~ ~~GN L?-Uo LJ ~ ~
LA-1 NTS
of 17 sheets

9TTtIPES ARE PAINTED WF11R ON PORnON TO BE REMOVED PORTION TO BE REMOVED AND REPLACED
EXISTING PAVEMENT A 1-1/2" DEEP CUT 1MTHIN THREE (3) WORKING DAYS
SHALL BE MADE PERPENDICULAR T4
BACK OF CURB AND 1-1/2" DEEP SCORE
THEN PARALLEL WITH
GUTTER LINE
~ F
;r
" - PHALT ~ 2 12 AS ,
1-1 2" DEEP SCORE
O GEOTEXTILE .Q ~a e / la~~~c~ ~ ~chiteol~
FABRIC NOTE; THE FOLLOWING SECTIONS OF THE l~~ hers ~ ~
°Q GREENWAY ARE TO HAVE A THICKENED 6" COMPACTED ABC ° ° BASE OF 20" COMPACTED ABC;
_ STA 15+00 TO STA 17+50 ~ 306 l~~rh~ 5~eet , •
/ ~u~te ]5
COMPACTED - STA 24+40 TO STA 25+10 SUBGRADE -III ` ,c 5~' 9~CIl~39 27609
~1~,755,0046
VARIES 45' ~ BREAK GUTTER UNE
~I©~C~~n 1. REMOVE 12" MIN. DEPTH OF EXISTING GROUND ALONG
THE ENTIRE PORTION OF TRAIL WHERE 1HICKENED BASE IS SPECIFlED. NOTES STEP N~ STEP TWO
D ~
2. Ex1EN0 FULL DEPTH of STONE TO 1 FOOT BEYOND CONTRACTOR SHALL PROPERLY RE-ALIGN STOP BARS AND OTHER PAVEMENT MP,RKERS AS NECESSARY TO INSTALL EOCE aF ASPHALT (BENEATH SHOULDER), CROSSWALK, PER NCP,OT REPRESENTATIVES. 'ALL CURB ANO GUTTER SEC110N SHALL ~ ~ BE REMOVED IN ACCORDANCE WITH
3. WHERE TRNL IS ELEVATED MORE THAN 5', SLOPE DRIVEWAY WIDTH APPROVED BY THE TOWN.
sTONE AT Jrl sEYnND s?+ou~ER To MEET AD~ACe~r CROSSWALK STR!PE5 SHALL BE APPLIED IN ACCORDANCE WITH NCDOT STANDARDS. ~ ~
GRADE. WRAP GEOTEX11lE OVER STONE AT EDGES AND COVER WITH EARTH UNLESS OTHERWISE NOTEO~ IF PERPENDICULAR CUT IS WITHIN 12" FROM A JOINT, THEN ~ O THE PARALLEL CUT SHALL BE MADE TO THAT JOINT,
4. BACKFEL sal TG lE4El. OF ASPHALr ALONG sIDES of TRAIL. CONTRACTOR SHALL APPLY LONG UFE MARKING MATERIALS ONLY.
SHOULDERS t0 BE AT LEVEL OF TRNI. SLOPE TO DRNN. ~.i ~ ~ C1
~ G v D D
D D i~a r~ ~jnw o. o ~ ~Ir~ 0 ~ 1 2 _ 3 D
NTS NTS LA-1 NTS
LA-1 NTS LA-1 1 1 d
Oo 0 0~ ~ ~ c,~
o ~
0 ~ a~Q~o ~
CLASS 2 RIP RAP 22" DEEP 2'-0" ~ 2'-0"
SHOULDER 10.O SHOULDr=R WITH FILTER FABRIC CfYP. ~ oo a a 1
EAGH 51Di=S). 7~_0~~ 3~_0~~ CONCRI;1'E TRAIL WITH 6XG # I 0 WWM. ~ ~ ~ ~
BRIDGE FOOTING/ 2% MAX, GROSS SLOPE
„ ~ BOARDWALK
6 T~BiCK GONG. PAVING .,J ,
" ~ WITH TURNED DOWN EDGE ~ - ~ ~ , . - ~ o
ON BOTH SIDES. -III = "
~ - ~ - - - - L 6"
I I I I I I I-III-1I I I I I I II II - I I l l I I I I I I I ~ P. I I I j ' ~ ' ~ ~ ~ ' ' ~1 1 IIII I I III I II I I III-III I I I I I I -IIII ° Consultants
~ _ - - 6 COMPACTED ABG T ~
~~o~~~~~~~ ~0~~~~~~ ~~o~
2°° 1~2 ~~pGlQ~,`~' ~w ~ o~W ~PoOw
• ~ COMPACTED SUBGRADE=
~ • ~ BRIDGE I ~ p i , ~ ,
~ ~ ^ • BOARDWALK ~ ~ Nb `190
v ~ ~ ,
_ , ~ ~ ~ NOTES. g ~ vvvavvvvavvvav A1C~C~oC~~f~u>iPIAC~Ti"'~©
. • ~ ~ vvvvavvvv-vvvvv
. ~ ~ 4 ~ ~ ~ . ° A IE EE I F R DIRECTION OP 5LOPt:. • , ; I . GR055 SLOPE DIRECTION V R 5 5 ORI6 NAL PLANS O vvvvav ~ v vvvvvvvvevvvv s vvvvvvv . ~ vv vvvvave vv
. ~ vvVVVV ~ ~°CVV~VV vv ~d -I~,, - vvv ' ' vvvvv v v I I I~ ~~®`l~C~~O[~ C G
2. CONCREl'E SHALL BE 3,000 PSI. g vvvvvv vvvvvvvvvvav vvvvvavvvv
EXPAN510N JOINT 3. TRANSVERSE EXPAN510N JOINT SHALL 13E A MAXIMUM OP 50 PEO<f OR AT ALL RIGID OBJECTS. 15 -0 II=~11-vvvvv vvvvvavvvvavavvvvvavv vv ~II_
CaNCRE'fE/ASPHALT PAVIN 4. CONSTRUCTION JOINTS SHALL Be SPACED AT 10~ INTERVALS. - - - - ~ I=~
TRANSITION POUR CONC. TO THE END OF al Professional Se s
5EE Dt:TAIL. ~~Q, THE BF:JDGE ABUTTMENTI ~®~~~C~~~D ~L1G°3~~~~ ~®G~I~~~ l~~©~M~C~G°3~©'I
GRl;ENWAY. \\```II,1111 IIII1Il1II/ J GARp~ ~
~ ~ ~ 0~; •'''~pw0~cap'',; ~q ;
D D ~ _ ~`:*c
4 ~ p DDD~p 5 5 _ ;I ~ `I
NTS LA-13 NTS LA-1 NTS c
N^ hl. 5 , !!n I, ~V
1 r~/
D D ~ 111111, t\`1111 111/11/I
\\,~Y ~ CARD( SHOULDERS, SIDE DITCf1E5, SLOPES (MaXlm~m 3~ I)
NOTE TD CONTRACTOR: 5' Wide Planting Area DOT Approved ~ ~`~0,.•~APE ~RCry,, q
-RESIDENTIAL DRIVEWAYS Ta BE 12' To 1a' IN w+DTH. -Extend throu~ DOT Approved 54 Handrail Je -Extend through Geogrid layers Date T e+ l~lantin Rate ~ o ~-Y':
-COMMERCIAL AND MDUSTRIAL DRIVEWAYS TO BE A To soil -Grout or con W -Grout or concrete hand rail ost in lace ~ .l 10 p= v, = P P ;Y ~ z;~:
MAIOMUM OF JB FEET HIDE. P Au 15 - Nov I Tall Fescue or hard Fescue 300 Ib.lacre o ; ; ~ ;
DRIVEWAY BY OTHERS SIDEWALK -ALL CONCRETE SHAD BE J000 P,S~I. Nov I - Mar I Tall Fescue and Abruu~ R e or Annual R e 300 Ib,lacre ~ ~a,,~ ~ , Y Y ~ G~
» " 10' Wide Greenway Trail -ELEV. 'B MINUS ELEV. A EquAls 1 INCH, w 12" Wide Gravel Shoulder T ical Ca UI - , T ical Ca unit Mar I • Apr 15 Tall FeSCUe or (lard Fescue 300 Ibalacre ~,,/,~cAPE
I yP P yP P '111111111111j11, Apr 15 -June 30 Bulled Common Bermuda grass, Weeping Love ira55 25 Ib.lacre
CONC. DRIVEWAY DRIVEWAY BY OTHERS
APRON w/6" MIN. W/ MAX, RECOMMENDED GRADE Mini w"" July 15 -Aug 15 Tall Fescue and "'Browntop Millet ""or Sorghum-Sudan Nybrld5 35 Ib.lacre
THICKNESS + ' 5' 20~ . 7 F Revisions
5.5 x ~ ~ 2 Min, Depth Crusher 5110ULDER59 SIDE DITCHES, SLOPES (S!o e5 3~ I and 20 I (not mowed)) , p
- - - - - - Run Stone ~ ~ Typieol Wall UI 12' MIN, x~b~' • Dual Pin Conti Typicol Wall Unit / ~ # Description Date 8y Dual Pin Configuration ~
" 10.6X ~ , Date T e+ Plantm Rate
1/2 EXPANSION-~ b RISE f ~ • ~ ~ Unit Droinage JOINT 42 RADIUS .4x ~ ~ , Unit Drains a Fill 3 4" o o 9 ~ / x Mar I June I Serlcea Lespedeza (SCarlfied) 50 Ib./acre
CONCRETE ~ 4t . ~ Crushed Rock Crushed Rock or Stone) 3 o and
DRIVEWAY A ~ ~ 5' ?a ~ Min. 12" Wash _ _ APRON _ ~ ~ • , Min, 12" Washed Stone 3
COMPACTED Retained Soil ~ Reinforced Soil • Mar I -Apr 15 Add Tall Fescue 120 Ib.lacre
EXPANSION JOINTS BACKFILL EXPANSION ~ fD~ ~o or ~o
JOINT ? • . 64 a Mar I -June 0 Add Wee m Love rays I 0 Ib, acre s4 3 P 9 9 I
EXISTING CURB AND GUTTER EXISTING CONCRETE SIDEWALK w S, , , " ~ 30~ Coverage with Drainage • • Existin N Existing Grade v' or
PAVEMENT 6 MINIMUM THICKNESS • • ~ ~ Grid ength , ~ ~ g Mar I -June 30 Add Nulled Common Bermuda rays 251b.lacre
TYPICAL SECTION o Composite or Aggregate Drain System ~ ~ ~ Finish Fini h d Grade g s e 1 ne I - Se I "`Tall Fescue and 120 Ib. acre
I'LL N.T.S. ~ ~ PLAN VIEW R ALL E TAPERED TO ; ' • t. cu a sH s Ju pt
N YM1H 9 ALK. 7~ ' • ~ • • . • ~ Fl ISH FLUSH OEW N.T.S. 'e o~' v Date Issued: 03 Brownto Millet 35 Ib, acre 8.22• p I
2 BEgNNINC RADIUS SHALL NOT ENCROACH ON "'or Sor hum-5udan h broils 30 Ib./acre SCQIe 9 Y nts
ADJACENT PROPERTIES BASED ON A PROJECTION OF THE PROPERTY LME FROM THE RIGHT aF WAY - a Serlcea Les edeza unhulle unscarified 70 Ib. acre ,
TG THE cuRe LME. 4" Perforated PVC Droinage Til Unreinforce SetlMrl p c dl ) I Drawn b. ~ Y y CLE Unreinforced Concrete
3. SIDEWALK SEC110N SHAD NOT BE REQUIRED ALONG Or Crushed or Crushed Stone and Tall Fescue 120 Ib.lacre
STREETS WHICH ARE NOT PLANNED FOR SIDEWALK. Foundation 5011 Leveling Pa ' P Checked b : BHS Leveling ad Add Abruzzi R e or Annual R e 25 Ib.lacre y Y Y
4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT Existing Grade Profile DRAG DUE TO GRADE Of DRIVEWAY. THE DRIVEWAY IS Sheet No.
PIdVA~.I' IIAINfiAINE6~ Cr~~~~lt ~roslC~ Cori~~ol Officer Cr NAGS fCr ~ddi~IC~~I ~I~erar~~tlve~ fC~ v ~t~tl~ d~~ude~ ~rea~, T~~ above ~ ~
D D D D ~ D D ~ vegetation rates are those which do well under local cond?tions; other seeding rate combinations are possible.
0 0• o 0 0 1 ~ ~ ~o o ~ 6
LA-1 NTS LA-13 NTS _ n n s n. D n all m ra Temporary Reseed accordm to oyr~timum season for desired perms e t vegetat o 0 of ow to po ry
i_ I /1 .__L_. ...~-._LL L_L_..~ b_ I_»~.., d.,~..,,., t»..». L.,,»..L...J.,J ,L _
v cover w grow ovcr i c mGncy in r cirjnt, vcivi c mow ny w 1ccc[/ ICM UC; n Uir vc nrJ anaucu wL. u
+Bahia grass Shall not be used in Town maintained areas.
of 17 sheets

~ _ ~1
. WEFT ~ / , I I 5 u
10 S r< III I . lp'`9PIYi ~ ~ I I
,i _ ~ ~ III I r~ ~ I I . lg' PLOIE° / ri III
a ~ ~ ,o ~ I ~ I
0 - r n ~ I EX. TW 348.89 . , ~ /I ill I I ' _ _ i r1 III ; : 5 , 6W 343
~ Station Point Sot Flevat~or Elevat~on5 ~ ~ I ,
~ I . Reference ro osed trail elevations table for fonished elevation of trail surface at each p p +328. 46+50 4 ' ~ III II' _ / ~ 1 I +328.4 III
station oint and rofile drawm s for radients between stations, ~Wet~land D~• i I I / l~l
P p g g 47+00 +327.7 +327.7 .......;L'...' ~ ~--1 i I I .
Bottom of wall deli nations ~W and asst ned elevation) refers to finished reds at wall ~ 2 0 ( 9 g + +328.2 9 47 50 r ~~b. i a1l +328 2 , ~ q ~ • ~ BW 43 I
' face not to or bottom of footer, p 48+00 +329.3 +329.3 ' / ` ~ ' 343,E
o Ex osed round surface to be stabilized and seeded within 15 da s of achievin fonal 48+50 +330.2 3 p g Y 9 +330,2 / r ~ 5
' r,
~ elevations. 49+00 +330,5 +330,5 / q!::;~~ I Ya~~lsc~lpc a~c~~ct~ • DG1l 34 .0 III , ~ ~ ~ ~a1~~ Y~crs
9 4. ExlStln to o ra h I contours shown at trai9 connection to NC ~iWY 55 interpolated 49+50 +330.9 9 pgpY +330.9 • ~ , , r : III ~ II I
m rawin s reflectin rades followin HWY 55 road widenin 50+00 +333. I fro d g g g g g ' / r ~ III +333. I r VIII cct , i i t I O~/'~ 30~/~~0 lRsrr~~ S~
. I. / J I I I I I I Y ~ +334.3 , I I I ~~te 3
rm, 50+50 +334.3 5. All slo es to be consistent and unifo / ~ . NE lA Pl I~ ~ I I I
5 I +00 +335.8 6. Cut /Fill slo es not to exceed 3. I ratio outside trail exce t where noted. p p +335.8 ~ / I l 1 I m ~ ~fl~ ~9 ~C 2701 ~ lA PIN I I I I / ~r r ~ r ~ III 91~.755,OC4~
5 I +50 +337.0 7. Maintain 12 of cover over an drains e i es rising beneath trail. +337.0 ~ ~ II 5 I I I ~
Y g pp p 52+00 +337.7 ~ i I +337,7 i r
Tem ore or ermanent site stabilization is re wired of ex osed areas within 15 p rY p a p 52+50 +337.3 TW 347.0-~ BW III +33 ~ / I i I 7.3 ~
workin or 30 calendar da s of com letion of an hale of radin 9 whichever iS sooner. g Y ~ Yp g 9 6W 3 6.0 ~ I I I I I~ 350.23 +337.0 ~ III o
53+00 +337.0 o Siit fence Shall be installed above both ends of culverts to retain fill material until • I I . 6W 344.35 D c~ I 6 III ~
9 _ ~ 53+50 +337.4 +337.4 ~ ~ / - ~ II
ermanent Stabilization of these areas iS achieved. p 54+00 +338,2 +338,2 ~ ! bl
,Sediment fence to be installed alon creek side of trail for entire len th of trail er ® 9 g p 54+50 +339.4 _ II! ~ I D ~ CULVERT PIPE G 1~..~ - IIII i Illl ~ ~ +339.4 - w I
LA-1 . 1 I I 35 LF 15 RCP ~ ~ ~ I III I I
i details I /LA• l 2 and I ILA- 13> 55+00 +340.6 i +340.6 X~I I i ® 5,0~ CROSS SLOPE . . - _ (I I I i I v
1.5000 linear feet of tree rotection fence to be laced in critical areas as dorected in 55+50 +34 I.9 I' p ~ I I o~ o +341.9 . •f I INV. IN 341,8 I ~ d
field b Town of Ca and Landsca e Architect er details I ILA- 12 and 2ILA- 13. 56+00 +3430 I INV. OUT 340.0 •1 ~ I ~ 4 +343. I / ' r. _ -
Y rY p p I• q~ +344.2 / ~ ~
laced m ~ to I 0 inch loose lifts and com acted to at 56+50 +344.2 2. General embankment fill shall be p p i ~ - tVvl 14 1 i o
aximum d densit . ASTM D-698 . Fill laced within 57+00 +3450 IeaSt 95% of the Standard proctor m ( ) ~ rY Y p +3450 l q ~ / / ~ ;•v
~a, 57+50 +344.7 ~ ~ , _ I I I +344.7 ~ I ~ o ~ J / C Io 1 0~
8 of the deli n Sub reds elevations Shall be com aced to at least 98 1 9 9 p 2 III 11 ~ p
~ it a , ~ _ I D p o
_ i , / ~v
~ _ _ ~ _ / TW .45.7 ~ n c~ } ~ ~ ~
_ ~ ~ , / ~ BW 344.6 ~ ~ . ~ BW 341.5
/
i ~ ~ ~ ~ ~ ~,-n-~ r . . ~ / r a ~ ~ a o
~ 6 ~
~ ' ~
~ ~ ~ ~ / / TW 34.4.b.. . ~ . / r , ~i - :...BW342,0. .
~ ~ / Consultants
~ ~ RESERVE SU~DIV1510N , ~ ~~~~~9~~ / ~ r / i /
~ ~ ~ PHASE I - SECTION I i , / r ~TW 1.5 ~ ~ , r • •
~C , ~ I MAP BOOK , ~ / ~ ~ r / / .
I 1994-96 f ~ , ~ ~ / / ~4• FLARED ~ ENQ SECTION SNGA'BERS & CONSULTAN'fl'S / ~
' ~ ~ ~A-' .U~f1TK•DI~SlP.ATDR.•P~AD'.• ~,,,,«°Itli},~lr~f
\ ~ / / i~ i i i / r ~ ~ ~ PO Box 33127 ~i+~` ~ A~°® 6~ r / / ~ Ralesgh, N.C. 2763b-3127. Q .
~ i i~i~ / , ~ ~ ~ / • / . [phone] r
i h•ii . y / . y. . . 1 851-1918
r- .
~ ~ ~ I ~ ~ _ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~r ~ ~.~GI~~~~~ ~
~ ~Vetl~an~~~.~DB. ~'l D / ~A !•Z
, ~ i' i ~ ~ I i JIIiNi
/l •'`•i r r i Pr fe tonal Ssals
I ~ - ' ~i, rPINE ~ ~ / USE ~ - ~ ~ / .i / . MO --15. ~ 0 r, o ss ~ , r
rr 5,0 , 3~ ~ ,,,,11111111,,,,,
~ ,r _ ~ ~ ` ~ GRRp
I o ~~ivsr.~pF y ? . ,,~o ,
~ PINFi ~ . W ~'y l
- ~ ~ 43. - 3 Sri :o ~ . ' E
~ . ' 14' MAPL I • PIN ~ ~ 1~ ; r ~ i ' P~ - ; 549 rn . 14 MA E , ~ -
Iz ~ 1J ~ ~ i ~ TW 337.0 "'-.,.IIII I''°P
- P ~ ~ ~ ~ ~ ~ / i. ~ i BW 333.0 ''~,N h. 5~ ~ '111111 ~l
` ~ l0 F ~f i , ~.d.: / , 11111111111111~~
CULVERT PIPED 3 i ~ ~ ~ / ~ ~pB / ~ j TW 337,0 CRRO~
38 LF 15 RCP LA-1 ~ , FRpM ~ MA\_, i, ~ ~ - 1 / / BW 335.5 APRON OUTL~ MAX APRON .~N
~ 1,8% CROSS SLOPE I ~ ~ ' ii / ~ i CULVi:RT PIPE d50 dMAX ; py~APe ^RCy'''•,9 / Th11CKNE55 (d) WIDTi1(a) WIDTH (b) LENGThi (La) ; / / TW 337.0
~ _ i ~ ~ ~ INV. IN 326,2 I , ~ , , ~ ~i „ \ / p A II „ ~ I I - ' Q G t^ ~ 3W 334.0 - - / A 15 6 9 13,5 3.75 1 1.25 10 ~ _i ?o A: _
INV, OUT 325.5 _ - - - , , ~ C~/,~''i... j , ~ ~
/ 4 u II I I I ; ~ V~ / 6 15'° 6 9 13.5" 3,75 11.25 10 ;o o~.••~~; ~ ;s , ~ ;a?,•~*
PLAIN / - , 1 ~ ~ ~ , ~ ~ ~ I ~„OQ~ , ~ ~ ~ ' , ~ V ~ / - ~ ~ ~ ~ 6' PINE
N SECTION 4 ~ / - ~ ~ ~ ' ' I FLARED D ~ / g / I ~ I ~ i / ~ C 18 6 9 13.5 4.5 11.5 10 NaS" A I o~P ~ 11,,,E
LA-1 ~ ~ ~ 1 ~ ~ ~ 0, i ~ WIT DI~JSIPATOR PAD , , 11~ 1 5 I v / II II U II I I I I/IIII1111 I D 1 5 6 9 13.5 3.75 I I ,25 10
- / / i 1 1 . T . / l / ~ I / , i - l II II II „ I I I
~ ~ ` 1 / / ~ ~ / / / I ( r~~ ' ' ; , , ! ' ~ ~ - .V A ~ TOP MH=3}Y I ~ E 18 6 9 13.5 4,5 11.5 10
~ ~ ~ i - ~ / 2 / 11 I I ~ Revisions ~ ~ F 18" 6" 9" 13.5" 4.5' I I , 5° 10'
it I r, I I I ~ Description Date By
~ ~ / ~ ~ ~ G 15 6 9 13.5 3.75 11.25 10
. ~ y,,. off. \ ~ ~ , , , , ~ ~ ~ G N~~
+G. - .G~...,..,c ~ , ~ ~ ~ ~ ,L ~ ~ ~ ~ _ _ _ r QB TW 333.8 ~ . ~ CQ
P MH=33"0' - - - - , i , M ~ ~ ~ / / ~ ~ ~ ~ A V~ / ~ _ , FRp ~ ' W V , / / BW 333.0 ~ ~ . , ,~f / / ~
- - ~ ~ > 3~~.7 ~ ~ -T P HE -33.7 - • • • - CENTER LINE OF STREAM
• ~ a 8+50 - OP = ~ T MFX ~3 ~ - . ~ 15' PROM TOP OF SANK
, ~ ~Ol + ~i ~ ~
~ I ~ ~ ~ ~ k _ ~ ~ x GREENWAY EASEMENT - ~ ~
I FL000 PLAIN ~ ,I ~ ~ ~ ~ ~ ~ ~ v \ ~ ~ PAD ~ _ ~ y - - \ ~ 1 ~ ~ ~ - - - - PROPERTY LINES
\.1 I~ I ~ - - 1 ~ ~ ~ iii _ \ \ ~ .1 / \ ~ ~ - ~ ~ Date Issued;
~ 3 CULVERT PIPE E _ _ \ ~ TOP dF H b 8,22.03 ~ ~ ~ ~ 10' PATH W/ CENTERLINE ~ „ ,
9.0 - 1W 336.0 / - LA-1 40 LF 18 RCP ) ~ / =335,61 5,61 ~ ~ ShouLDER Scale 1 =30 ~ ~ /
8.2 TOP MH-331.2 _ _ _ J ~1~, , Bw 334.5 I / ~ \ IPF ~ 0.75% CROSS SLOPE \ ~ ~ ~ \ \ \ ~ ~ ,
INV. IN 327.2 iNV 2 ~ ~ Drawn b , ~ ~ ~ _ Y CLE
4 FLARED END SECTION ~ ~ v UT 26.9 I , , II ,~30 INV. O 3 ~ OP H=33 .1 I V ~ ~ 1 . • ° ~ ~,et~ana.~. Checked b ; BHS
LA-1 ~ / ~ - ' l ~ ~ WITH ~15SIPATOR PAD ~ l WETLANDS Y ~ ~ n ~ n
~ % ~ I i ~ ` ~°D;~ ~ I~ I Shut No.
i ~ Ss ~ ~ - ~ ~ SEWER LINE ,
~ ~ 3 CULVERT PIPE F i ~ ~ ~ ~ ~ L00 LA N
LA-1 ~ ~ ~ ~ ~ 35 LF 18 RCP
nrH nnnnn r+i nnr ~ ~ ~ ~ ~I rw-~n ~ainv n
0 LOA I,KU~~ ~LUrt ~ ~ ~
/ 33508 \ INV. IN N331,0 ~ ~ J ss
I \ INV. OUT 330.0 so 95 6 30 so so ~ PERMANENT EASEMENT LzrU ~ U
1 CONSTRUCTION EASEMENT
~ of 17 sheets
1 \ i

o
_ _ _ _ I . Reference ro osed trail elevations t A 5tatoon Point Sot ~levatlons ..levations table for finished elevation of trail
37+00 +3 I ~.2
_ surface at each stat+on oint and rof e _ p p Ind rofile drawin s for rad~ents between p ~ ~ 0 +3 19.3 37+5
stat+ons. e I 38+00 +320.0
2. bottom of wall deco nat+ons (~W ana ns (~W and assi ned elevation) refers to
g 9 38+50 +320.7
finished rade at wall face not top or bof g t® or bottom of footer. 39+00 +321.2 p
i ~ ~ 3, Ex osed round surface to be stab+l 1' g ~o be stabilized and seeded within 15 days of 39+50 +321.5 ~.~sca~e a~ha~~cts
I ~ ach+evon final elevations, 0+00 +321.9 1~1]~ ~laa~e~s 4
g
4. ~x+ston to o ra by /contours show 9 pg p tours shown at trap connection to NC hWY 40+50 +322.7 3Q~/2 ]~a~has~rn
55 +nter olated from drawongs reflecting I ~ p ~ reflector rades fallowln f~WY 55 road 4 I +00 +323,4 ~]~te 3 99 9
1 w+den~ng. 4 I +50 +324.0 ll~l~~ ~C ~7~~1
r I 42+00 +324.2 ~'~~>~~5.~~4~
~ ~ 5. All slo es to be consistent and unifo p ~t and uniform. 42+50 +324.4
I / ut Fill to es not to exceed 3< I r 6 C / s p ~eed 3. I ratio outside trap except where
I noted. 43+00 +324.7
~ ° 43+50 +324.9
I 7, Mamta+n 12" of cover over any dra+n~ I :ran drama e i es assln beneath trail. D o Y 9 pp p ~ 44+00 +327.3
Tem ora or ermanent s+te stab+l+x I 1 p ~ p ~Ite stablllxation Is re wired of ex osed areas ~ p 0 +33 I ,6 44+5 ~
I i w+thm 15 work+n or 30 calendar days o~ an hale of der da s of com letlon of y p ~
l g ~ ! Y p 45+00 +333.8 0
r radio ,whichever +s soonero ~ 9 g 45+50 +333.5
- ~ II e bo 9, S+It fence shall be insta ed abov ~ above both ends of culverts to retaon fill 46+00 +330.4 ° ° a
~ r V , . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ater+ nt+l ermanent stab+l+zat+on of th
~ _ m al u p N „ ~I, ,h nation of these areas is achieved .
P~,~ l ~ ~ ~ _ - ~ ~ ~ 10. 5ed+ment fence to be +nstalled alon o~~ , , I g r ids of trail for enure aped alon c eebc s 9
~ ~ ~ ~ ~ ~ - , , , ~ a+l ILA- 12 and / len th of trail er det s / / a~~ o o ~ 0 - 12 and I /I.A- 13.
I _ ~ g ~ ~
I 0 I , 5000 linear feet of tree rotect+on f I p III Ir ectlon fence to be laced In critical areas APRON OUTL~f MAX Af~~ON ~ ~ o ~ of p GUIVERT PIPS d50 dMAX ~ ~ a WIDTH a WIDTH b L~NGTI1 la o ~ ~ ~ ~ z ~ ~ ~ ~ T11iCKNE95 d ) 9
I I as d+rected in f+eld b Town of Ca and Y rY Ca and landsca e Architect er details ° rY p p 1 A 15 6 9 13.5 3,75 1 1.25 10 ~ ~ o
~I ~ ~ D LA-12 nd LA- 13. ~ ~ ~O~ o ~
WAY I a 2/ FL40D „ I,~. ~ l ~ 15" GII 9" 13.5" 3.75° I I , 25' 10'
I ~ , ~ ~ ~ ~ ~ D 2. General embankment fill shall be lace 320 I _ p all be laced In ~ to I 0 inch Ioose lifts and ~ ~ ~ o o ~ II I I I I 11 I II ~ ~~O ~ ~Il J V
~ ~ ~ I _ _ - ~ , I Li ~ - - _ _ , , , , , , ~ , , . , ~ ~ , coin acted to at least 95% of the 5tanc C 18 E 9 13.5 4,5 11.5 10 f the Standard Proctor maxirnum dry density.
h+n 18" of the deli n sub reds elevations ® 15" 6" 9" 13.5" 3,75° 11.25' 10'
_ _ _ _ _ _ _ - - - r_ (A5TM D-6D~)a fill ~ylaced mouth+n 18 of t 9 ~
_ _ _ _ - _ _ _ • ~ 1 ~ ~ shall be coinp~aced to at least 9~%. 9~%. E 18" 6" 9"' 13.5" 4.5' 11.5' 10'
_ \ ~ ~ / r / ~ V A ~ A l II II II p 1 I I 1 ~ ~ ~ Q F I~ 6 9 13.5 4.5 1 1.5 10
..r- _ ~ 320 - ` _ ~ ~.l ~ 2 G 15°' 6" 9" 13.5" 3.75° 11,25' 10'
Consultants

. ~ ~ ~ ~I I ~ ~ .T
. I ~ SNGIINBk?RS & CANSIJ~.TANTS I
_ s+ ~ 5 H TO =32 ~ ~ ~111IIiNtl~o~t
_ _ _ _ _ _ ~L, ~ ~ ~ ~ ~ , I PO Boz 33127 vA ~ J ~r~ \ ~ N
Rale>$h, N.C. 27636-3127 ~~v Q S q 9 (919} 851-]912
~ ~ ~ {919 BS]-1918 (PAS ` " ~ ) ~ !Q ~
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_ I U i*' ~~1 N~pM ~ ~!y INV -320,7 ~ J ~ y~~l
l - ~ . ~ , ~ _ _ ~ FL, OD WAY ~ OD WAY ~ v 1~+~'` ~ ~ 8 ~ IN 320,65 I Z , J
O I~ ~ ~ I J - T'W 328.0 i I
~ ~ J I - _ ~ ' ~ ~ I BW 327.5 I I J H ~u
NO DO NOT ~ `1 - - - ~ ~ ~ I ~ Professional Seals , ~ J ~ ~ TW333.5 I I I
~T ~ . - - _ r,`- I ~ _ ~ _ ~ ITHI RIP INE ~ ~ - - _ GR DEW N D L - ~ ~ ~ v ~ ~,T ~ I 1 i ~ ~ v ~ - BW 332,5 _ _ ~ ~ I ' ~ J ,111111,,,
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_ TOP !~N `i ' ~ - J J • ~ ,~ti
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27 1 ,.7; ~ . _ 1• I ~ ~ 1 - ~ V X11111111111111
/ ~ , . 333.75 - - - - - ~ „ ~ ,
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r ~ ~ ~ / / J / /
, ~ ~ ~ Revisions
' 33 ~ , ~ ~ / / v
~ ~ / ~ / ii ~ / / ~ # Description Date By ~ ~ / / / ~ TW 333.8 329.0
/ ~ • ~ / ' ~ /
~ / ~
_ ~
i ~ ii 3
i /i ~ CENTER LINE OF STREAM _ i ~
' ~ 3~ 3~ \ ~ - . ~ ~ i/ i/ ~ , , / - - 15 FROM TOP OF SANK
/i
1 ~ ~ ~ / GR~FNWAY EAS~MFNT
- ~
- - - - PROPERTY LINES
~i ~ / ~ , ,
~ ' / I 0 PATf~ W/ CEI~T~RLINE ~ Date Issued, ~ 8.22,03 /
1 / i' S110UL®FR „ Scale 1 =30
~ ~ ~ Drawn b . Y CLE
weiaa~d-c WETLANDS
35 Checked b : BHS 35
~ ~ U ~w ~ ~ ~ ~ ~ o _a S~W~R I.IN~
- - Sheet No,
~ FLOOD PIAIN
- ~ ~ -FLOOD WAY f1 n ~ ~
EAKN5CUf f IIN 30 15 0 30 60 90 PERMANENT EASEMENT ICU U ~ Ll LJ
COURT CONSTRUCTION EASEMENT
of 17 sheets

/ ~ ~ i!_-
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~ i / / / cu 11 ~Q ~ \ ' \ / \ _ . ~ , - - ~ G
V OAK ~ nr~l, ~ / ~ ~ ~ \ ~ _ 5~ 0 1 c~ ~i~ \ I ~'I
I ~ ~ ~ ' ~ v ~ ~ ~ ~ / . ' 19 OAK \ \ ~ r~~ / i ~ ~ 2'POPLAR / I ~
\ ~ ~ , ~ 1 OAf( ~ ~ ~ 1$"OAK I _ - GUhi/ ~ / , , ~ 1'Yl~"YY~YYY ~ ~ ~ ~ n ~ a t t "oAx - ~ a ~ ~ ~ a a ~ ~ 12"POPCAf~"" ~ , 9
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\ ~ ~ ' ~ ~ ~ ` ~ 1 "POPLAR _ - - - ~ ~ - e"OAK ,I ~ - G~~ ~a poi os ~ ~ C~
~ ~a~i, / ~ , _ , ; i _ iii ~ / ttti ~ ,
` \ ~ ~A~I, f 12'POPLAR_- ~ ~ _ ~'24° / ~ ~ / • r'1 ~ ~ y - I . J ~ 0 lJ ~ ~j C~ ~ ~ r ~ et~ur~
~ 2 O~K ~ ~ V ` ~ ~ 18 E ~ - ~ A ~ CI 18"OAK ~ V A _ ~f8'POPLAR \ 24"POPLAR- ' i ~ ~ I - S i , ~~i ~ • . ~ ~ ~ ~ MM- ~9-3 C: 7'
~ ~ v ~ - v ~ v ~ v i ~ ~ la"PQP~FR ~ ~ ~ _ v -
/ I \ ~ ~ ~ \ _ ~ ~ ~ \ 24"POPLAR ~ - ~ ~ \ PLAR r/ I ~ iii . ~ ---I 5 ~
V ` ~ ~ ~ ~ 12"OAK \ \ ~ \ A \ ~ \ 3 ~ \
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i~~ ~ 12"SINE ~ ~ ~ I 3 CULVERT PIPE C , ~ v _ ~ ~ / 12°POPL~ '~5 ~ v - ~ ~ - , ~ _ ' 320- - ~ / / ~ • .~-31.x... ~ .
1 LA_1 ~ ~ v ~~i ~~ii~ I - I 42 LF 18 RCP ~ ~ ~ _ ~ 18 OAK \ ? ~A - ~ 1$ POPLAR-- 12 POPLA ~ 4"POPLAR ~ _ - _ / - / ~ ..f-- 318
\ ~ ~ - ~ - B"POl ~ 2.0% CROSS SLOPE ~ I 1 - ~ - - _ _ ~ , i ~ ~ ~ ~ Consultants
INV. IN 314.3 ` ~ ~ _ a~
` IN V, OUT 313.5 ~ \ ` ~ ' - 4"-POffLAfi= g - - - v ~a iNE v •i / v ~ ,I. / ~
1 ~ \ _ ~ _ / / ~ ~ ENCIN8811S k CONSULTAh"15
~ ~ ~ 1 ~ ~ ~ V / / ~ A ~ ~ ~ ` ~ / Ili ~ / ~ ~ i ~ ~ ti.~ ~ 18 POPLAR \V ~ ~ / _ \ 3T8 POPLAR I .`W / , . / ~ \ ~ r INliff \ / / / ~ Fl• ti~H llll ~ 1 ~ ~ ~ ~ / ~ \ ~ ~ P®Bo:33127 ~~I
1 , y r: .:r i~ ~ \ //i/ / ~ ~ may' 1 \ D ~ ~ ~ NDERG D VAULT ~ / h~ ~ , ~ Raleigh,A1.C, 29631r3t2~ . ~
~N ~ \ V ~ ~ ~ _ ~ ~ ~ 18"OAK ~ 24~PIN ~ ~ ~ y ~ „ „ ~ V ~ ~ ~ ~ ~ 12"POPLAR ' 18"PINE ~ ~ „ ~ ~ ~ - ~ ~ ~ ~ 2 ,.a,,, 24"PIN ~ 8"POPLAR ~ NK 0 TYPE ~ .r- i ~ ~ ~ ~ 1 851-1912 .i ~ ~ ~ M DP=3 ~ ~ ~ A (9 ~ S
\ ~ / ~ / ~ i (9t9) 851-7918 (FAX) 24"PIN ~ / / ~ / / / , ~ - . _ A ~ G Qi 18"PINE ~ i
~ 3 150 _ _ ? - ~ ~ A ~ _ - - _ ~ 24"PINE .
~ ~ ~ „ ~ 18"PINE ~ \ ~ ....,1
B"POFCAR ' ~ / ~ N i / .~i GIN~~. ~r~.
_ ~ ~ / , .55.. ~ ~ HA
V~ ~ ~ ~ ~ ~ 3~ 5 30"PINE rt~2' - F ~ r, J / i El. D D3 / „ ~ 18°AOP~ j / i / IiUi
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hJ . ~ ro ess n e
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Uti'.e.rl.a .d ~ ~ 9+50 ~ ~ r _ i ~ GARp/
'T~- ~ - _ - ' ~ ~ ' MH TOP=318, 0~,•'"~~,N05C~'''.,~q • ,r, i \ ^ry t t '
12~~P~ ~ ~y';
_ - I qY ~ ~ : ~w i z°P ~A ~ ~ ~ _ : '549 ~ ;
_ ~ ` ` CREEK 15 F _ ~ = / ~ 36"POPLAR RO _ ~ )PLAR ~ .+~T2~ - d
~I,~IN, TOP=317,9 ~ _ _ - - % ` ~ 2"POf i12"PkNE ~ • ~ I 2"POPLAR ~ ~ 18°POPLAR 14" SYJEETGU ~ ~ ~
i ~ 'p ~2;~~LAR N y SAPy~,
/ ,,,,,,,~.,,,~~16"'SWEETG M 2~ ~ ~!~~ii' ~ iU
A ~ ~ 'j ' ~ wAY ~ ~ r.'. 24"POPrIAR-~ ~ ~ ~ / kp \ \ 18"POP ~ '~3 \
A ~ ,~,-,-,,-v-"~~_~__~~ / ~ ~ ~~Illlllllillf~~ ~ GAR
12"PO LAR ilk ~ ~ ~ - _ ~ WD P ~ ~ wl/~3~°P \ ~i N ~ _ /
- C ~ A ~ 11"POPLAR ~ ' ~ ~ , ` `yGl~ ~ '
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AP ON OUTLET MAX APRON station Point 5 Ot EIeVa$I R efe ence ro Deed trap elevations table for firnshed elevatoon of trap surface at each station ~ Eye ate®n~ Revisions o v
CULVERT PIPE d50 dMAX WIDTH a WIDTH (b) LEN6Ti1(La) I < R r p ~ THicswE55 (d) 27+50 +3 14.8 +3 I ~.8 ~ Description Date By
3. 5' 11.25' 10' Dint and rofile drawln s for radients between stations. A 15 6 9 13.5 7 ~ 1' 9 9 28+00 +315.2 +3 15.2 ~
ottom of wall deSi nations ~W and assi ned elevation) refers to finished rade at wall face i
u 2 ~ ~ 9 ~ 28+50 +314.9 ~ 9 3.75 11.25 10 9 B 15 135 +3 14.9
not to or bottom of footer, 29¢pp +314.6 p II Il II I 0 +3 I ~.6
C 18 0 9 13.5 4,5 11.5 roue surface to be stabilized and seeded within 15 da s of achievin final 29+50 +314.5 3. Ex Deed d Y 9 +3 14.5
0 15" 6 9 13.5" 3.75 11.25 10 - • • • - CENTER LINE OF STREAM +3 14.5
elevations. 30+00 +314.5
E I8" 6" 9" 13.5" 4.5' 11.5' I0' n ur shown at trail connection to NC I11NY 55 inter olated from 30+50 +314.7 4o Existin to o ra by I co to s p 9 p9 p +3 14.7 - - - 15' FROM TOP OF 6ANK I °
~ ~ ~ 3 I +00 +3 14.9 F 18 6 9 13.5 4.5 1 1.5 10 drawln s reflectin radeS followm 11V~/1' S5 road widening, +3 14.9 I GREENWAY EASEMENT
9 99 9 31 +50 +3 16.4 +3 16.4
6" 9" I 3.75 I I ,25 I 0 5, All slo es to be consistent and uniform, G 15 35 p 32+00 +318.1 +3 18. I - - - - PROPERTY LINES
6o Cut Fill slo es not to exceed 3. I ratio outside trail exce t where noteda ~ r'
32+50 +318,6 7o Maintain 12 of cover over an drains e i es assin beneath trawl, Y ~ pp ~ 9 +318.6 ~ ~ Date Issued. 10 PATH W TE I 8,22,03 / CEN RL NE ~
33+00 +319.4 ~ > +319. SHOULDER Scale 1 =3Q
a r ermanent site stabilization is re wired of ex Deed areas withon 15 working or Tem or ry o p a p p 33+50 +320.8 +320.8 ~ ,
30 calendar da S of coin (etion of an hase of radin ,whichever i5 Sooner. Y p Y p 9 9 20,8 34+00 +3 . Drawn b . . y CLE +32o.a
i f nce 5ha91 be installed above both ends of culverts to retain fill material until permanent 9. 5 It e 0 +319.5 ~t'Q~a~c WETLANDS Checked b ; BHS
34+5 +319 5 y
i It~V~d> _ _ _ ~tablil~a~lvn df ~h~~e a~~a~ ~ Bch 35+00 +318,8 +3188 SEWER LINE Shest No,
m fence to be Installed alon creek side of trail far entire len th of trail er details ¦ ~ p 10.5edi ent g 9 p 35+50 +318,5 +318,5
FLOOD PLAIN
LA- 12 and I ILA- 13. 36+00 +3 18,2 I + ,2 ~ 318
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AV' Y Town of Cary and Land5cape Ar&tect per detaol5 I /LA-12 and 2/LA-130 IL\
PERMANENT EASEMENT I I U U ~ IJ U
Ile General embankment fill Shall be placed in 8 to 10 inch loose lifts and compacted to at least
0 30 so so b 95% of the Standard Proctor maximum dry den51tYo (A5TM D-G98). Fill placed within 1 of the CONSTRUCTION EASEMENT
I
de59gn Subgrade elevations Shall be compaced to at (east 98%0 ~ of 17 sheets

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v . ~ v' 1 ~ ~ / ~ ~ ~ ~ Raleigh, NC 27601
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~ 2"POPLAR / , ~ ~ ~ A \
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. ~ ~ ~ ~ INV. IN approxi ately 314,3 ~ 24 ,SWEET \ Y ~,P 0 I 4
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Station Point 5 of Elevatiol aPRON ouT>.~T MAX ~N I , Reference ro osed trap elevations table for finished elevation of trail surface at each Station pp ~t Elevations „ vv v CENTERLINE OF CREEK ~ ~ v v ' '8 P~ ~ • s'
CULVERT PIPE d50 dMAX THICKNESS d (bl (~1 16+50 +3 10, I \ +3 10, 15 PROPERTY LINE -,1,, , \ \ , ~ , r Revisions
oint and rofile drawln s for radients between stations. " " " ~ ~ p p 9 ~ I + +309.3 A 6 9 3.75 I I ,25 10' 700 15 13.5 +309.3 - ~
2. Bottom of wall dell nations Wand assi Heil elevation) refers to finished rade at wall face (B 9 9 9 17+50 +308.8 AND EDGE OF ' ~ , , , \ \ +308.8 \ # Description pote BY
B 15" 6" 9" 13"5" 3.75' I I ,25' 10' not to or bottom of footer. +308.5 p 18+00 GREENWAY EASEMENT ' ' +308.5
C 18" 6" 9" 13"5" 4.5' I i .5' i 0' r n rf tabihzed and seeded within 15 da of achievin final
3. Ex osed ou d su ace to be s Ys 9 18+50 +308.7 ~ 9 +308.7 ~ ,
D 15" 6" 9" 13,5" 3.75' 11.25' 10' elevations. 19+00 +308.9 +308.9
" " N " ~ ~ I nn i n NC HUI/l' ante olated from +09,5 ,5 I I "5 10' 4. ~xistin to ra I contours shown at trai Co ect o to 55 19+50 3 E 18 6 9 13.5 4 9 t'o9 p ~ +309,5
- • • • - CENTER LINE OF STREAM + 10.2 3
" " " ~ ~ drawsn s reflectin rades followin HWY 55 road wldenin , 20+00 +3I 0.2 " 6 9 4.5 11.5 la 9 99 9 9 F 18 13.5 - ! 5 FROM TOP OF BANK
5, All sl es to be consistent and uniform, 20+50 +3 10.9 " " " " ~ ~ 1 ~ G 15 6 9 13.5 3.75 11.25 0' +3 10.9
i e trap exce where noted, 21 +00 +3 I I "6 6. Cut / FIII slo es not to exceed 3. I ratio outs d p +3 11.6 - - - - - - GR>EENWAY EASEMENT
~ 2 I +50 +3 12"2 + 12.2 3
7. Maintain 12 of cover over a drama e ~ es assin beneath trail, nY 9 p p p 9 22+00 +312,9 - - - - PROPERTY LINES +312,9
8, Tem ora or ermanent site stabilization is re wired of ex oSed areas within 15 worlun or p rY p a p 9 Date Issued: 8.22,03
22+50 +313.2 30 calendar da of coin letion of an hale of radin ,whichever is sooner, Ys p Y p 9 9 +313.2 - 10' PATH WI CENTERLINE ~ i' i' SHOULDER _
23+00 +313.2 +313.2 Scale -30 1
9. Silt fence shall be Installed above both ends of culverts to retain fill material until ermanent p 23+50 +313.5 +313.5 Drawn b
stabilization of these areas Is achieved. 24+00 +313.7 Y CLE +313.7
10, Sediment fence to be Installed alon creek side of trail for entire len th of trail er details wet'°~d.c WETLA,NDS Checked b : BHS Y
9 9 p 24+50 +313,9 +3 13,9
1 ~ 12 and I 13. 25+00 +313.9 S~VY~~ UN~ Sheet No, +3 13.9
¦o . o 11.5000 linear feet of tree rotection fence to be laced m critical areas a5 directed m field p t' 25+50 +313.9 +313.9 ~ ~ ~ , ~ ~ ~ FLOOD PLAIN
T wn of Ca and LandSCa a Architect er details I - 12 and ?_/LA- 13. + , o /I.A 26+00 313 9 ~ p p +3 13.9 1, , ~ - ~ ~ ~ FLOOD WAY ~
w ~ n /~w~w,.-I w...l-...L...wrL t.~l .•1...~~ I-w .w~wwwJ ~r Q Lw ~ n ...w~. ~wwi!w ~~~4n nn.~ ww.wMnw~a.~ ~n e4• ~een~ rf/'1C/1 1~ ~ A 7
I G. 1761`I01dl COMWOIIIUIIG11b 1111 n11d11 VG KlauGU 111 V W 1 V I11(d1 IVVuG IIItu AIIU WIIII/A~+~GtA W AV IvAJIr GgT~lV To71'7.G r-
9596 of the Standard Proctor maximum dry den5itY, (ASTM D-698). fill placed within 18" of the 27+00 +314.5 +314.5 PERMANENT EASEMENT
30 15 0 30 60 90 de5i9n 5ub9rade elevations shall be compaced to at least 98%. CONSTRUCTION EASEMENT
of 17 sheets

- / / ~
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24"POPLAR ~ ' I• ~ ~ ~ ~ / ~ IN~ .I I ~z P ~ / l
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I ~ 18"PpPLAir% / i CULVERT PIPE A/ ~ ~ . ~ Suite B
~ ~Il ~ ' NC 27601
LA-1 45 LF 15 RCP z"MAP~E I ~ ~e" AK INS. ~3\ ~ , ~ ~ i elevation of trail surface at each station rail elevations table for fin shed i I , Reference ro osed t 919,755.0046 pp
©4.4% CROSS ~L PE/ I 5 i ~ FLARED END SECTION I le drawm s for radiants between stations,
16,0 / / / i ~ I INV, IN 3 ~ ~ ~ ~ LA-1 i ~ ~ i ~ WITH DISSIPATOR PAD oint and rofi g g p p r fern to finished rade at wall face
I 204 INV. OUT 314.0 / ~ ~ ~ / ~ /r BW and asst ned elevation) e g m of wall deli nations ( g 2, Botto g
I l / i i i / ~ i D o not to or bottom of footer, p Da
i ; ~ ~ T F HEADWAI.I. OP 0 i hin 15 da of achievin final to be stabilized and seeded w t Ys 9
~ ~ ~ _ -320"7 ELEV . EZ osed round surface 3 g p
i~ ~ i levations, ~ e
i~ ~ NWY 55 inter olated from D a trail connection to NC contours shown at p Existin to o ra h 1 4 9 p9pY
/ ~ ~ ~ es followin HWY 55 road widening. drawm s reflectin rad g o 0 g 99 a
~ { ~ to be consistent and uniform. 5. All slopes
~ ~ - - 320.2 320 ~ 320 \ ~ , " ~ utside trail exce where noted. ~ reed 3. i ratio o pt
6. Cut /Fill slo es not to ex p
319.9 - ~ ~ " a e i es assin beneath trail. aintain 12 of cover over any drain g p p p g 0 0 7. M
F; „ , ex used areas within 15 worlun or stabilization is re aired of 9 m ora or ermanent site q p 8, Te ry p o p n o
~ 1 ner. 0 0 fan hale of radin ,whichever is 500 9
\ 0 calendar da of coin letion o y p g 9 3 Ys p
~ to retain fill material until ermanent led above both ends of culverts p o 0 4 Silt fence shall be instal 0 0 9 ~ 1
r?"G' ~ , , \ ih tion of these areas Is achieved, stab za
nth of trail er details ° creek side of trail for entire le p 0
~ ,I, A fence to be installed alon 9 10. Sediment 9
-1 ~ ~ , i I ~ I 2 and ILIA- 13. /I.A
i i ritical areas as directed in field rotection fence to be laced in c I , 5000 linear feet of tree p p
~ ~ ~ III ~ , ils I -12 and 2ILA- 13, o Architect er data 1LA a
`1 ~ , ~ ant 61SII1 I I Town of Ca and Landsca e p by rY p
III , ~ ~ loose lifts and coin acted to at least hall be laced in 8 to i 0 inch p i I 12. General embankment fills p
~ I III ~ ' Fill laced within 18" of the m d dense , (ASTM D•698) p nand Proctor maxima ty
1 l III 9596 of the Sta d rY Consultants
301 I / I m aced to at feast 9896. ~ n sub rade elevat~on5 shall be co p des g 9
s II f / { ~ P ~I i ~ II~ I / \ •
/ ~ / I ~l ~ / V I 1 i«~
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t 1 l l t Flevatl0ns 1`ti+4iliUt,i,!!!,` Station Point S 0 POBaa33127 ,
3 I ,i, 27636,~12T ~ ~ OC 8da~h,N.C. r 9+50 +3 i 8.7 a851•x912 ~
I +3 I ~.5 (41~ 851-1918 (PAX)
l ~ , - 10 00
- _ ~ ~/il I - - 10+50 +320.5 w 2 ~4
~ - _ / ~ l 1, II \ z b. ; o ~ ( 1 1 ' I I +00 +320
18 MAPLE ~ ~ I~ .DIN I I I I +50 +3 19.0 C fir,..
~ ~ ~ I ~l ~ ~ / ~ \ I / o,, D Q3
I ~ A / ~ ~ r \ I 12+00 +315.7 '~~~uni+++'
l I i l / A i I ~ 12+50 +313.5
II ~ 13+00 +312.8 ,
\ tonal Seals Profess
1 - ii' W ~ 3+50 +3 12.5
/ ~ \ / ; 3 \ 1 14+00 +312.2 ~ CARpI,''o,
/ \ !
/ /I 1 \ ~ i \ +3I I.4 15 00
/ , I A
15+50 +311.0 g 54 -
~ I ~ / / ~ i / 16+00 +310.5
/ ? / ~ ~ ~ / ;
\ / ~ ' I N . 9 `o ,
/ / / / ~
/ ~ ~ / / MAX APRON APRON OUTLCf
~ ~ / ~ / / ~ / / ~ I CULVERT PIPE d50 dMAX WIDTH (a) WIDTH (b) LENGTH (V) ~ GAR01 ~ THICKNE5S d ti
/ ~ / ~ / ~ i i . ~0,,, ~ n,~•,,,~
~ / / / " " " " 3.75 11.25 10' , 6 9 13.5 _ A 15
~ ~ / / ~ I ~ " " " 11,25 IO' 15 6 9 13.5 3.75 _ C•Il0
/ / ~ ' ~ / 6 i ° ~ ' " " r r ~ 11.5 I~
/ / / ~ I 18 6 9 13.5 4.5 ; ~ ••,,,.y .,1., ~ ; C
~ ~ / ~ / / ~ ~ ~ 4 ~ / / JC ~ ~ G~ " " " , " 3.75 11.25 10' , ~o~" D 15 6 9 13 5 ar
~ /
/ / ~ ~ ~ ~ " 9" 13.5" ~•5' 11.5' 10' ~ 18 6
~ / / \ ~ / / " 6" 9" 13.5" 4.5 11.5 10' F 18
~ ~ ~ \ ~ , ~ ~ / Revisions
~ / / / L` ~ ~ " " " ~ la " 6 9 13.5 3.75 11.25 G 15
~ f/ ~ \ ~ FINE # Description Dote BY
\ ~ ~ ~ I ~ / i ~
4
\ ~ / ~ ~ ~ / ~
/ ~ ( \ \ 1 B/ E - • • • - CENTER LINE OF STREAM
1 ~ ~ \ V ~ - - - 15' FROM TOP OF BANK
/ ~ /i
~ ~ / ~ ~ - - - - - - GREENWAY EASEMENT
~ I I 1 ~ ~ ~ / ~
~ ~ ~ / . ~ ~ / - - - - PROPERTY LINES
~ ~ / I
~8 ~ E I ~ / ~ c3 h W CENTERLINE ~ 10' PAT / -
/ I • ~ "PINE / ~ HOUIDER S Date Issued: 8.22.03
~ ~ l ~ I le 0' Sca 1 3
! { ~ 1 ~ / ~ /
/ ~ I ~ / I wet~a~d•c~~ WE'TlANDS Drawn b : CLE Y
\ ~ ~ C / ~ I / / I • BHS
/ / / ~ I Checked b . W SEINER LINE Y
1 5 \ ~ . „ , N Sheet No.
f. ~ ~ ~ - ~ FLOOD PLAT
~ ~ 1, ~ ~ / / I , ~ , ~ , f~L00D WAY
/ ~ ~ D Q
i ~
l.. ~ l I ~ / / ~ / I PERMANENT EASEMENT 0
n
CONSTRUCTION FASEMENTI L~ U is
Now
BIRCH I \ \ ~ 30 15 0 30 BO 90
of 17 shee
ATCHLINE B . M

0 0 ~ c o
. \
Station Point S of Elevations race ro osed trail elevations table for f~noshed elevation of I . ®btam Ian a royal and other applicable permots I. ~efere p p p pp
0+00 +328,8
file drawin s for radiants 2. Fla the limits of construction and tree Save areas for rotection trail surface at each Station oint and ro g g g p p p 0+50 +329,2 1 /
and a royal b Landsca e Architect, Erect tree rotection fencm between stations. pp Y p p g +327, / \
I +00
2. bottom of wall deco natoons ~IfU and asst ned elevation) refers to er details, +326,8 ( 9 p I+50 9
Il face not to or bottom of footer. 3. Nold reconstruction conference at least one week prior to +326. finoshed grade at wa p p 2+00 Greenway Follows the 1
. Ex osed round Surface to be stabilized and Seeded within 15 startm constructoon. 2+50 +326,0 3 p g 9 Exlstmg 9ldewalk Along 1
Edgemore Avenue to 1 ll~~~c~~c a>rc~a~c~~s
choevon final elevations. 4. Instal) tam orary ravel constructoon entrances, 3+00 +325. I days of a g p 9 Sears Farm Road.
t urs Shown at trail connectoon to NC 5. Rou h rade site, Stock ile to soil, construct channels, install 3+50 +323.9 4, Existin to o ra by I con o g 9 p p 9 p9 p 1 ~~zd ~lar~egs
r in s reflect~n rades followin hWY culverts and outlet rotections, and install sediment fence. ~+00 +323.6 11VVY 55 inter olated from d aw g g g 9 p
p . , 6, Install ro osed sancta sewer Bane. ~+50 +322.8 . , - - 307 ~ i~ 3 2 9 a 2 ~o~/~o~ ~>~e~>t 1
55 road widenon . p p rY 9 5+00 +322.2 30~ ~ 32~0~ 1
o be consistent and uniform. 7. Com late final radin for greenway. 5. All slopes t p 9 ~ ~ i ~ ' ~~~~9 ~~~~1
5+50 +321,7 e : 0 ratio outside trail exce t 8. Install a ra outlet channels and extend ri ra as noted per plans. 6. Cut /Fill slo e5 not to exce d 3 p p p p p p 1 1 - ' S ~ ~ ~ ~fl~"755"~4}~ 309. - - , / I , , i
6+00 +321.3 1 - / / / ~ I / ~ / ,
ere oted. 9. Install badges. wh n 6+50 +30.9
ran dra~na e a es assn beneath 10, Pave reenwa trail and onstall boardwalks. 7. ~a~nta~n l 2 of cover ova y g p p p g g Y 7+00 +32007 - / / ~ •~i 1 ~ . - - _ ~ ~ TOP=330.7 ~
,Seed and stabol~ze alb disturbed areas. trail +50 +319,6 24"PINE _ - ~ i / / ,
7 12'POPLAR •
abilozation is re aired of ex osed 12" All erosion and sediment control ractice shall be ins acted Tam ora or ermanent Site st g p p p + I p ~ p a+oo 3 ~.7 ' , / / ~ - 338- ~ _ ;~;,c - - ~
radar da s of corn letoon of an weekl and after raonfall events, Needed re air will be made . , E areas wothin 15 workin or 30 ca e y p Y Y p 8+50 +3 I ~.7 12 PN 9 12"PINE I ` VVe~~ G~
~ / / /
h e of radin whochever is Sooner. immedoately. 9+00 +3 I ~.7 p as g g, 12"PINE ~ ~ ~
r sofa i stabilized eneral contractor to remove all 9, Solt fence shall be installed above both ends of culverts to retain 13. Afte s , g I / U C~ 12°POPLAR 312°POPtAR / ~
a ilozation of these areas fs achieved. tam ora measures and install ermanent ve etat~on on the disturbed fill material until ermanent st b p rY p g 12 INE 12". N~ . - .::::ia~/ / I
p 1 PINE ' e / .1.. / 7 ~ / I / 18"P ~ • / / I /
creek side of trail for entire areas. 19°PINE 0 0, Sediment fence to be installed along I
len th of trail er details 1/LA- 12 and l1L.A- 13, 9 p f$ PINE,, / = / / / / ~ / / / ~ /
I I. 5000 I~near feet of tree rotectron fence to be laced on cr~tocal I / 1. ~ ~ / 1 i / / . ~ / / o D 18"PIE v / ( •
p p 12'P1NE 18"PINE 18"PINE / : / / i I ( ~ ~ 0 ~ 0 ~ i ~ ~ ~lC~~ ~ ~
areas as directed ~n field b Town of Ca and Landsca e Architect Y ~ p 12"PINE - , t ~ ~ a /
er deta~is I ILA- 12 and 21LA- 13< _ _ - - „ _ p 196 _ 2 PINE ~~,r 1 0
l i ~ to I 0 inch loose lifts ~ - - - - - ~ ' 12" General embankment fill shall be p aced n - 18"PINE PINE ~j°J i / ~ / / / / / r ~ ~ / / ~//j / ~ ~ 1
18"POPLAR f ~ _ ' / / / / ~ / ~ i- D ~ ~ ~ / _ / ~
c m acted to at least 95% of the Standard Proctor maximum d _ _ ~ / and o p rY - , _
l ! within I of the des n Sub rade ~ - - - ~ - - , , - - ' densit . ASTM D-69~ . Fil aced Y 5 ~ , ~ , / , ~ / / ~ ~ / / /j// / ~
18 POPLAR 5t 9~%, i 3®~ ~ cup , - _ - '
elevations Shall be compared to at ea _ ` 3 ` TOP=3 .9
- / ~ f 1
/ ~ ___---fi - f
- / - - ~ / _ - , 18°PO~LAR ~ 16°FAPI.ARJ - ~ ~ ~ /
18"POPLAR ~ ` w" ~ ~ / / ~ i / i / ~ - ~ / / Consultonts / ~ ~ /r /i / /
24"POPLAR ~ •~~~~`GUM _ / ~ z
_ % / ~ 24"POPE °::i:~ / / ~ ~ / i ~ ~ i~ 1 \
~ / / ~ / \ ~ 1 HNG?NBFRS do CONSULTMITS
~ NW Y 5 - "POPyAR' o/ ~ 1 - ~ i
20 PVT, GREE ~-5 _ l ~~1i11l16~PI1 ~ ~ r i / PO Boi 33127 ~~°~i
& PUBLIC SEWER ESM T. / ~ ~ „ ~ f, ~OPCAR i / ~ ~ Ri.C. 27636-3127 ~ DPCAR ~ ~ [phone] ~ i
~ i ' 12"POPLARS ~ ~ 1 P= 2 ` `~.r_e. _ ~ / ~ = , ~ ~ 1 [phone] (FAX) ~
_ ~ ~ / / /i 1~.~ ~ \ 1 • ( ~ / / a~
1~'POPL4R ~ ~ ~ , ~ ~ 14
/ i - / / / ' BIRCH / ~ ~ / c ~ f / 0~ \ g ~ 1 i O 1 i R ~*e.
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(2)~"POPLARS ~ =
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97) / . ~ ~ ~ V ~,G _ _ . i ~ BIRCH
V ~ i / / i \ Professional Seals
I _ ` . _ _ / / ` %i 1
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I / ~ V ~ fit/ 1 ~•,~o a
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\ ~ X22.5 l r ,r \ i m: = ~ _ : 5~9
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as"oAK f L ~ ~ • ~ • ~ ~ ~ x. 20 Greenway Easement 1 I ! 12 PLA ~ . ~ \ 1 / n*~ 1, ` o _
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/ ~ / i. oe/ ~ \ /
GUM i / ~ ~ ~ ~9r POPLAR ~i • /~•~A• ~ /..5 ~ Revisions
• ' .e 208 / # Description Dote 13y
20 I ~ i PEAR ! . / . /
GUM ~i ~i~ ~ ~9 / ~
/3 ~ ~i
~ Vii.. ~ ~ / / ~
24"POPLAR / / ! . ~ . j . . APRON OUTIk°T MAX APRON
~ ~ CULVERT PIPP d50 dMAX THICKNP55 d WIDTH (a) WIDTH LPNGTH (La) - ' ' ' CENTER LINE OF STREAM
~ 12" OP ARC ~ ,I;/ 7 t ~ 0 A 15" 6" 9° I3 5" 3,75' I I a25' I0' - 15' FROM TOP OF BANK
24 OAK / •12• P4fPLAR . . / / 2 7 24 PO LA ~ ~ f ~ ff ,l . ~
B 15" 6" 9" ! 3,5°° 3.75' 11.25' 10' GREENWAY EASEMENT
/ 12" PEAR ' ~ ~ ~ ~ ~ 1 / . ~ >
/ / ' 'i' % ~ / PROPERTY LINES
. L i ~ p 15" 6" 9" ! 3.5" 3.75' 11.25' 10' , ~ Date Issued,
~ I i ~ . • r ~ I 0 PATH W/ CENTERLINE ~ 8.22.03 6" 9" ~.5' 11.5' 10' ' ~ E 16 13,5 i 5110ULDER
NE~V 20 GREENWAY I ~ ~ 202 1 . .....1...... ~ 20~ Scale 1 =30
I i/ EASEMENT / C. i I F 18" 6" 9" ! 3.5" ~.5' I I.5' 10'
/ ~ j... ~ / Drawn b Y CLE
/ .11.~.,_ % ~ ~ / 18"POPLA G 15" 6" 9" 13,5" 3.75' 11,25' 10' Wetlor~d•C~ WETLANDS • QNS Checked b ,
~I / / ( ~ Y
"a / ~ . . I ~ ~u1,4 ~ .11, / 1 / / ~ ~ . ...lf ~ ~ / ~~wER L~N~ sheet No.
/ 1 . ~ cuM /
. l / ~ / E J~ . i,~ . I ~ 24 FINE / , : / / ~ ~ FLOOD PLAiN / D ~j D ~
/ . - _ FLOOD WAY ~
Y r 24'PINe . PERMANENT EASEPv1ENT ICU U ~ IJ
24'POPLAR . . . I 1 MATCH A
12 PINT - - CONSTRUCTION EASEMENT
•12''pOP AR so 15 0 30 so of 17 sheets
/ l 1l. r ItlE' / / ®3 1~"POPLAR / 34' 1~`'POf LAR - f-
_ALJ"4 PIWF / /

~g• PINE
~ a ~ 11
I ~~~?5
lens and accordan to all other I . Drawm s re aced based on surveys by Barbara h. P~ulkey Coord # i Nor hm as ~n I, Trail to be constructed er g a p p Descri ton t E t E p p in Distance Between Points PC PT/PRC ~ COORD #73
En ineer~n and Al Prance Surve ~n . EandSCa e Architect #58 Ex. IP1= 743456.61 2037517.69 ert~nent deta~l5 and s ecificatoon5, g 9 Y 9 p p p , 'Si7.69 WetdandlDC
assumes no re5 onsibilit for accurac . #59 End C 16, Beg. Curve 17; R=200 743505.35 2037491.35 2. Contractor to confine construction actovit within limits of p y y '491.35 46+37.2 46+86.7 ' ' ' ' 7 RETAININ
Y '540.54 #60 L #61 271 .0' A-13 BEGIN STA 57+25
oc ti of all t~l~ties r~or to #60 End Curve 17 743508.65 2037540,54 ~ t uction, 2. Contractor to ver fy I a on u p cons r #6I Beg, Curve I8; R=200' 743493.31 203781 1.07 '81 I .07 49+57.6 49+96.6 END STA 57+90
3. Clearin limits to be a roved b Landsca e Architect / constructoon. 9 pp Y p
#62 End Curve I S 743487.35 2037849.47 Pn oneer rior to construction< 3. Any discre ancies 0n plans to be brought to Eandscape '849.47 #624#63 64.1' ~ 5 ~
9 p p - #63 Beg. Curve 19; R-62.5 743471.42 20379 I I ,55 '9 I I .55 50+60.6 50+95.8 7 R TA N WA ~
. Contractor Shall retain a re istered curve or to Stake the Architects attention for resolution prior to construction< 4 9 Y #64 End Curve 19 743453.82 203794 I ,43 1 '941 .43 #64 t #65 74.6• A-t3 BEGIN STA 57+02 ~1:::
terlone of the traol a5 shown on the La out Plan. The trail is to 4. All materials demolished or removed to be des osed of in a _ , can y p #65 Be ,Curve 20, R-85 743501.59 2037998.78 '998.78 5 I +70.5 52+48. I END STA 57+68 C2~ ~ b landscape a¢eYilteces
be staked at 50' intervals in the fueld. le al manner off site.
~ #66 End Curve 20 743572.27 2038023.66 j 023.66 N67 E N68 36.0' ~ t,. Pt„~ g ~'~Td p~`~
k c n rune of trail to be a roved b Landsca a 5. Reference enlar ement5 for detailed information, 5. Sta ed a to pp y p ~ #67 Be m Bnd e 743604.70 2038019.8 I j g g O 19.81 #68 t #69 6.9' ei~ . ~ ~ ~ ~ 306/20 ]~aeknaevn ~areet
Architect rior to constructoon. Landsca e Architect ma make 6o Flood (eon and Flood way based on plans prepared by #68 End Bnd e 43640.45 203801 .5 p p Y p g 7 5 7 015.57 .
minor than es to trial ali nment to rotect exostm trees or to TransSystems Cor oration dated ~-0 9 -03. #69 Be ,Curve 21 ' R=40' 743647,26 2038014.76 j 014.76 #70 #1171 169.5' 53+23.6 53+69.2 ~ , C22 / / / 1Ral~igh,1~1~ 27G~Il
9 9 p 9 p 9
ad ust to site conditions. #70 End Curve 2 I 743686. I 0 2038033.6 I J 033.61 ' ' ~ ~19.755.0~46
6o Erect tree rotection fence alon lomit of construction line #71 Beg. Curve 22; R=245' 743774.56 2038178.19 p 9 178.19 55t3b.7 57+2I . I ' ' ' ' COOKD #72
n f a . #72 End C22, Beg. Curve 23; R=95' 743915.91 2038286.64 for ins action b Tow o C 286.64 57+21.1 57+92.4 R9~ j ~ ~
p Y rY #73 End Curve 23, End Trad 743970.00 2038330.63 330.63 I j a ~ Cas~~~~o~
7. Install re wired erosion control measure proor to a
construction. ~
8. Pro o5ed avement to meet exist~n avernent flush. p p ~p ~ ~ / D ~C~.~~~~
9. Trail to exhibit cross slo e of 2.0% towards the creek. p 7 RETAINING WALL ~ ~ / $
l Oo Trail 9imited to maximum of 4.0% slo e, exce t where A-t3 gEGW STA 55+98 ~ END PROJECT ~ 1~~f~~~
p p
noted . 1 END STA 56+75 ~ / ~ / STA X7+00
0 f , All disturbed areas to be seeded er 5 ecrficat~ono I p p ~
0 2. Soda 51o e5 to be 3: I maximum and 2% minimum slo e
p p
exce t where otherwise noted. p
e I e5 and ad scent round to drain. - _ ~ 0 Grade sad s o ~ g p 7 RETAI IN ~ WALL
~ y A-13 BEGIN STA 50+36 ~S ~ ~ ~ ~ o~ o ~ ~y o
_ END STA `.,4+74 ! G-11(~~~~~lS~~~ °2
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BEGIN STA 53+25 r 12' P E ~ 65.3 \ ~n-~ Professional Seals
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2 o+ C . ~Ne.t~and . . COORD #65 6REENWAY EASEPv1ENT
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~ COORD #59 ® 4 n - (2)84 R , )sa"RcR , ~ I d PATH W/ CENTERLINE 4 ~at8 ~SSU@d. $,22,03
COORD #58 ~ \ • ~ ~ SFtOULDER Scale 1 "=30'
~ ~ 4, ~ ~ ~ t ~ Drawn by: CLE
\ ~ ~ ~ ~ R ENWAY SIGN LA6i ~ua~d ~ wE7wND5 Checked by: BHS
0 SiS ~ CI71 7 RETAINING WALL 32.2
~ SEWER LINE
1 _ A-13 _ - _ \ BEGIN STA 50+36
END STA 50+90 ~ ~ ~ DRIVEWAY APRON 6 ~ ~ p p~ ~p~ F~ooo P~,iN Sheet No.
/ 5S. L\S`S\ \ ~ L~~ ll OO lJ~ IT" L~/i-~1~~ -FLOOD WAY n n i1
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LLC~URB CUT 3 ~ COOS #G4 PERMANENT EASEMENT
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CON5TPUCToON EASEMENT
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Coord # Descro ton P Northm Eason Distance Between Pants ~C PT/P62C ReVlslO~s
° Trail to be constructed er lens and accordm to all other eminent detarls and ~ #43 Not used P p p 9 p I ~ wa. N/A
s ecif~cations° #44 Ex, IPF 743673.20 2036689.45 ~ Description Date By
p ~ 743674.95 2036772.43 #45 E #46 145.4'
its f construction. Limits of #45 End Curve 12 ; 2. Contractor to confine construction actovity within lim o
X46 Begm Boardwalk ; construction to be limits of ex~stin easements, ro Deed ermanent easements or 9 p p p 743636.54 203691 2.62 #46 # #47 13.4'
#47 Boardwalk Corner , ro o5ed corostructoon easements, as a locable° 743632.99 2036925.57 #47 4 #48 29.4' LEGEND
~ p pp ~ ~ ~ ~ #48 End Boardwalk 743620.45 203695220 X48 d #49 82.5' - - CENTER UNE OF STREAM
3° Clearm limits to be a roved b landsca e Architect/ En sneer prior to ~ ~ ~ pp Y p 9 e #49 Beg° Curve 13; R-200 , 743585.32 2037026.82 41 +61 .5 42~° 13.0
construction, ~
#50 End Curve 13 , 4° Contractor shall retain a re ~stered curve or to stake the centerline of the trawl as 743569.58 2037075.77 #50 4 #5 I 166.5' - 15 FROM TOP OF BANK
9 Y ~ X51 B .Curve 14° R=200' a eg ' 743539.40 2037239.46 43+79.5 44+36.5 GREENWAY EASEMENT
shown on the La out Plan° The traol is to be staked at 50 intervals m the field, Y ;~52 End C 14, Be ,Curve 15; R=75' 9 R=75' 743537. 15 2037296.25 44+36.5 44+25.9 PROPERTY LINES
5° Staked centerline of trail to be a roved by landscape Architect prior to I ° Drawm s re aced based on curve s b Barbara 11° Mulke pp 9 p p Y Y Y X53 End Curve 15, ROW 743530.94 2037334.72 #53 4 #54 13.0' ~ 10' PATH W/ CENTERLME 4 ~at@ ~SSU9d: $,22,03.
construction. Landsca e Architect ma make minor than es to trial ali nment to ca e Archo Back of Curb p Y 9 9 En ineerin and AI Prince 5urve in .Lands tact #54 9 9 Y~ p 743525.63 2037346.54 #54 E #55 37.3' i~ 5110ULDER S~p~g 1'~=30'
rotect existin trees or to ad ust to site conditions. a me no res onsibilit for accurac , #55 back of Curb ; p 9 J ssu s p y y 743523.06 2037383.71 #55 # #56 15.2 Drawn b
rect tree rotection fence alon limit of construction line for ins action by Town X56 ROW 6° ~ p 9 p 2> Contractor to veri location of all utilities rior to 743517.29 2037397.71 #56 4 #57 8.7' WETLANDS Y' CLE
fY p #57 B ,Curve 16; R= 150' ; 743513.96 2037405.77 45+50.0 46+37.2 ~~~~~a c Ch@Cked by: BHS
of Cary, construction, ~ -b- SEWER LINE Sheet No.
° Install re aired erosion control measure rear to canstruct~on~ 7 I~ An d~scre ancies in lens to be brau ht to Candace e ~ Y 9
~ Pro used avement to meet existin avement flush. ~ n r to n° ~q//~~, np /~~p FLOOD PLAIN
p p 9 p Architects attention for resolution riot to co 5t uc o P ~!n1 1f ~J~~ L~(n1~ V -FLOOD WAY
Trail to exhibit cross slo e of 2°0% towards the creek, ~ fin a p All materia9s demolished or removed to beds Deed o p
n ~ r~
I U I rail limited to maximum or ~ Z:7r® slope, except- wnere. nU,ca legal manner off 5ite PERMANENT EASEMENT
I . All disturbed areas to be seeded per s ecofication. I
p p 5. Flood plain and Flood waY ~ based on an5pre pared by CONSTRUCTION EASEMENT
12. 51de 51o e5 to be 301 maximum and 2% minimum 51o e except where otherwise ~ ~ Tran55Y5tem5Corporation dated 4_01_03.
noted. G. Reference drawn 5 51 ~ 52 for details of concrete brid e
13. Grade 5lde 510es and adjacent round to drain. ~ 9 footin9 s. of 17 sheets

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18"POPLAR o ~ COORD #37 i . % ~oORD #37 Consultants
29>3, 18"OAK ~~POPL - ~ COORD #36 • % ~ F N
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CRE _ , Fl ' ~ ~ FROM TO ~ ~ ~ 3s"POPLAR P LA p 1j~111111111111
, ' . / ~ ~,Ja/ 2'PO OPLAR COOK 1#41 ~ ~ , CARD `,~h/' 12"PINE I ~
, 2'POPLAR 1a"POPLA ~,i~~ COORD #4 ~ 0 ,''''•~r,H~5t,4~'''-.~q 14° SWEETGU ~ ~.,,.Q~, ~
RD #35 ~ _ ~ COO ~ EK CL O • I ~ ~ ~ q?'~, ~ ~ 1 'POPLAR ; W 4';y, ;1~~:
..CRE_ . , . - „ / 18"POPLAR ~16" SW£ETG k1 ~ ® _ • ~ ~ ~ • _ • 26 ~9
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LA-1 APPROAC APPROACH cARO
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r Descry ion Northm EaStin Distance between Points PC an accordm to all other eminent details and Coo d ~ Trail to be constructed er lens d g p ole~t5 PC PT/PRC
p p ; #34 Be .Curve 9; R=400' 743574.72 203578 V .90 28+~ 28+37.3 30+41.7
5 eufication5. p 743571.69 2035781.90 #35 ~ #36 153.4' 3"4' Revisions
#35 End Curve 9 struction activ9t withon limits of construction. Limits of construction 2. Contracton to confine con y = 0 3 I
#36 Be .Curve 10; R 150 743608.24 2036133.08 3 I +95.133+00.9 # Description Date sy RB
n easements ro Deed ermanent easements or ro Deed construction ° to be limits of exists 9 p p p p p 2036236.05 #37 ~ #39 3+g.8 g #37 End Curve I 0 743596 65
easements, as a liable. IPF 743725. I4 2036339.20 pp #38
mi e a roved b Landsca e Architect 1 En sneer nor to construction. #39 ~ #40 65.0° 3. Clear~n li is to b y p g p #39 Be in Bride 743579.26 2036270.72 .0°
9 pp 9 9
r ~stered curve or to Stake the centerline of the trap) a5 shown on e ~ 0.13 2036328.82 34+( 4. Contractor shelf retain a eg y #40 End Bnd e, 8e m C I I ; R-35 74355 34+04x7 34+50. I
.The trail i5 to be staked at 50' intervals in the field. #4 I End C I I Be 1n C 12, R=400' 743600.50 20364 15.57 34+C the Layout P an g + I 8+90.8 - • • • - CENTER LINE OF STREAM 34 50. 3
a e Architect rior to con5truct~on. NIA N/A I5' FROM TOP OF 6ANK
5. Staked centerlone of trail to be a roved by Landsc p p #42 not used pp
ma make manor Chan es to trial alp nment to rotect existing trees or to Candace e Architect y g g p p GREENWAY EASEMENT
ad ust to sate conditions. ~ a J ~ o - - - - PROPERTY LINES
limot of construction I~ne for ins ect~on b Town of Cary.
6. erect tree rotection fence alon p Y p g 10' PATH WI CENTERLINE ~ Date Issued. 8.22.03
. Drawin s re ared based on surve s b Darbara h. 9~ulkey En ~neerin and AI rosion control measure roor to construction. g p p Y Y g g 7. Install re aired e p a ShouLDER
avement flush. Prince 5urve in o Landsca e Architect assumes no res onsibility for accuracy. Pro Deed avement to meet ex~stin y g p p p p 9p Scale ' 1 -30
o towards the creek. 2, Contractor to veri location of all utilities rior to construction. e f 2.0% fY p D. Trail to exhibit cross slop o ~ Drawn b ; ~ti'e11~~a ~c Y CLE WETLANDS
ere noted. 3. An discre anaes m lens to be brou ht to Landsca e Architect°s attention for i limited to maximum of 4.9% slo e9 exce t wh y p p g p ®o Tra I p p Checked b ; BHS
ecaflcatlon, re~vlutlon rlor to con~tructlon, w-- SEWER LINE Y
I . A11 disturbed areas to be seeded er ~ p ~ ~ „ , heat Na. FLOOD PLAIN
e exce t where otherwise noted" ,All materials demolished or removed to be des used of ~n a le al manner off Site. e to e5 to be 3a I maximum and 2%® minimum 5 0 4 p g 12. Sods p p p
rain. 5. Flood lain and Flood wa based on ~ lens re ared b TransS stems Cor oratoon 3. Grade side slo es and ad scent round to d p y p p ~ Y Y p ~ II ~ ~ - - u FLOOD WAY
p J 9
dated 4-0 I -03. PFRMANFNT FA~iFMFN7 ~
e footin sa 6o Reference drawings 51 * 52 for details of concrete bred9 9 CONSTRUCTION EASEMENTI
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3~ 95 ~ 3~ so so
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4 OP ~ THE ~ RESE NC. ~ ~ ! ~ f 1 ~
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ote; FL000 ~ ~ N P(,q~N ~ \ 22"sw ~ ~ I ~ ~ ~ , cuM ~ ~ i • ~ ~ ~ • Public Greenway
Only trees larger than 12 were ~ ~ ~ 1 12" MAP ~ / iF• Easement ,~y
located, a°swEEr ~ 4. Sg I 2 0 ~ GWM ~s. ~ ~ ~ ~ ~ ~ r, •CI i .7.1 etl~ d• ~
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it nd - _ R d accordin to all other ertment Beta s a ~ ,
. Trail to be constructed er lens an g p p p _ , 204 ~ ~
- COOED #30 _ ~ ~ ~ \ ~ s+~o ~ ~ , ~ . ~ . , , , ~ ~ ~ ~ 9 `p
s ecifications. p ~ _ , r tion° Lumps of construction - COOED #31
onstruction activit within limits of const uc 2. Contractor to confine c y _ , ~ \ ~ 6+ 111111111111 V ~ 1~A~1 f 1~1,~
nts or ro osed construction to be limits of existin easements, ro Deed ermanent easeme p p 9 p p p ~ , ~~~~iillll 1, ~ /
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easements, as a liable, pp COORD #32 ~ ~ j°e~ ~ ~',.k'
b Candace e Architect l ~n sneer rior to construction, 3. Clearin limits to be a roved y p 9 p 9 pp \ ,W f
r e r to stake the centerline of the trail as Shown on Contractor shall retain a registered su v yo : Y
CENTE'~LINE OF CREEK F\ , ~ a'=,~ ~ ; ~ . a~•'' ~
he r it is to be staked at 50' intervals in the field, the Layout Plan. T t a I ~ . , ~ T < . G~ 15 PROPERTY LYNE A , , ~ E p,~- p,1 CAP 11,E
e a roved b Candsca e Architect rior to construction. 5° Staked centerline of trail to b pp y p p I ANA EDGE OF ' ' ' II111111111111
in r than es to trial ali nment to rotect existin trees or to Candace e Architect ma make m o g g p 9 EN AY EASEMENT GRE W
p y ~
ad ust to site Conditions> J Revisions
f construction line for ins action b Town of Cary. 6° Erect tree rotection fence along limit o p Y p ~ g
° Install re wired erosion control measure rior to construction, 7 ~ p # Description Date y
Pro Deed avement to meet existin avement flush. p p gp
9. Trail to exhibit cross slo a of 2.0% towards the creek. p
i ed to maximum of 4°9% slo e9 exce t where noted, ~ 0° Trail lim t p p L~~~N~
. All disturbed areas to be seeded er s ecification° ~ wean Points F p p D ri tion PJorthin Eastin Distance et Coord # esc Pa~ntS PC PT/PRC - • • • - CENTER LINE OF 5TR>rAM
m 2% minimum slo e exce t where otherwise noted. #26 ~ #27 33°3' 12. side slo es to be 3a I maximu and p p ail InterSect~on 743888°86 203480 1 °59 p #26 Tr 3,3' - - - 15' FROM TOP OF BANK
scent round to dram. - ~ 438 6°75 2034834°79 18- 3. Grade Side slo e5 and add g #27 ~e In Curve 59 R-75 7 7 18+3~a8 18.8 I ,9
p g o ~ ° 2034873.72 18- 18+8 I ,9 19+30,4 GREENWAY EASEMENT
#28 End Curve 5, 8eg° C69 R-75 743850 95 31.06' - - - - PROPERTY LINES
.69 20349 ! 3.92 #29 ~ #30 43 I °06' #29 End Curve 6 743824 a
8e in Curve 7° 120' 743682.44 2035320°83 23= #30 g 9 ~ 1.5 24~~ 1.7 , 23 6 ~ I Dats Issued. 8.22.03 I 0 PA1H W~ CENTERLINE 4
r e s b Barbara h. Nlulke En uneerin and AI - ~ 03 3 6.83 24- I . Drawin s re ared based on su v y y Y g 9 #3' End Curve 7, ~e . C8; Rm 120 743676,84 2 5 7 24+2107 2~+6702 / SHOULDER ~ Scale 1 -30
9pp 9 ~~0.05'
onsibilit for accurst . 743673.61 2035425°30 #32 ~ #34 370.05' Prince 5urve in .Candace e Architect assumes no rasp y y #32 End Curve 8 Yg p • • Drawn b ; CLE Y
ll utilities rior to construction. #33 not used N!A NIA 2° Contractor to veri location of a p Wetland•C• WEYlAND5
ht to Candsca e Architect°s attention for Checked b : SHS Y
3. An discre ancies in lens to be broug p Y p p SEWER LINE
resolution rior to construction. Sheet No,
ova to be due o5ed of in a le al rnanner off site. o ~ ~ ~ ~ ~ ~ ~ FLOOD PLAIN
4. All materials demolished or rem d p 9 - ~ ~ -FLOOD WAY
a5ed on lane re ared b TranSS stems Cor oration 5. Flood lain and Flood wa b p p p Y Y p p Y
sw ~~/~/~/~////~1 oCt']i IAiIC\1Y CAGGN AGh17 / 1
dated 4-U I U6 1~~1~/////~ f LNVINIVLIV I L11~1L1VILIV I U
rawin s 51 * 52 for details of concrete bridce footin95a 6o Reference d 9 CON5TRUCTION EA5~MENT
so 15 0 30 so Su
of 17 sheets

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Fl ~ HOME OWNERS ASSOCIATION X40 W . cuM _
4 OP ~ THE ~ RESE NC. ~ ~ ! ~ f 1 ~
~ 22" GA S ~ ~
ote; FL000 ~ ~ N P(,q~N ~ \ 22"sw ~ ~ I ~ ~ ~ , cuM ~ ~ i • ~ ~ ~ • Public Greenway
Only trees larger than 12 were ~ ~ ~ 1 12" MAP ~ / iF• Easement ,~y
located, a°swEEr ~ 4. Sg I 2 0 ~ GWM ~s. ~ ~ ~ ~ ~ ~ r, •CI i .7.1 etl~ d• ~
~ ~ ~_,h i,.r, , / ~ ~ 1~' UNK C! - ~ ~
~ S`s` C7 ~s • ~ - _ ~ Professional Seals s
~ ~ 2B" OAK + _ °1 - ~
~ .4, 0 1N1111111II„/ 4, 0 4+5 ~ ` ~ ~ ~ \ ~ CAKE
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~ \ 0 ~ 16"SWEET' ~ ~ ~ \ \ N ~ - SWEET' ~ ~ ~ _ : ~ 5~9 ~
it nd - _ R d accordin to all other ertment Beta s a ~ ,
. Trail to be constructed er lens an g p p p _ , 204 ~ ~
- COOED #30 _ ~ ~ ~ \ ~ s+~o ~ ~ , ~ . ~ . , , , ~ ~ ~ ~ 9 `p
s ecifications. p ~ _ , r tion° Lumps of construction - COOED #31
onstruction activit within limits of const uc 2. Contractor to confine c y _ , ~ \ ~ 6+ 111111111111 V ~ 1~A~1 f 1~1,~
nts or ro osed construction to be limits of existin easements, ro Deed ermanent easeme p p 9 p p p ~ , ~~~~iillll 1, ~ /
~S ~ Pf ~ P f,,
easements, as a liable, pp COORD #32 ~ ~ j°e~ ~ ~',.k'
b Candace e Architect l ~n sneer rior to construction, 3. Clearin limits to be a roved y p 9 p 9 pp \ ,W f
r e r to stake the centerline of the trail as Shown on Contractor shall retain a registered su v yo : Y
CENTE'~LINE OF CREEK F\ , ~ a'=,~ ~ ; ~ . a~•'' ~
he r it is to be staked at 50' intervals in the field, the Layout Plan. T t a I ~ . , ~ T < . G~ 15 PROPERTY LYNE A , , ~ E p,~- p,1 CAP 11,E
e a roved b Candsca e Architect rior to construction. 5° Staked centerline of trail to b pp y p p I ANA EDGE OF ' ' ' II111111111111
in r than es to trial ali nment to rotect existin trees or to Candace e Architect ma make m o g g p 9 EN AY EASEMENT GRE W
p y ~
ad ust to site Conditions> J Revisions
f construction line for ins action b Town of Cary. 6° Erect tree rotection fence along limit o p Y p ~ g
° Install re wired erosion control measure rior to construction, 7 ~ p # Description Date y
Pro Deed avement to meet existin avement flush. p p gp
9. Trail to exhibit cross slo a of 2.0% towards the creek. p
i ed to maximum of 4°9% slo e9 exce t where noted, ~ 0° Trail lim t p p L~~~N~
. All disturbed areas to be seeded er s ecification° ~ wean Points F p p D ri tion PJorthin Eastin Distance et Coord # esc Pa~ntS PC PT/PRC - • • • - CENTER LINE OF 5TR>rAM
m 2% minimum slo e exce t where otherwise noted. #26 ~ #27 33°3' 12. side slo es to be 3a I maximu and p p ail InterSect~on 743888°86 203480 1 °59 p #26 Tr 3,3' - - - 15' FROM TOP OF BANK
scent round to dram. - ~ 438 6°75 2034834°79 18- 3. Grade Side slo e5 and add g #27 ~e In Curve 59 R-75 7 7 18+3~a8 18.8 I ,9
p g o ~ ° 2034873.72 18- 18+8 I ,9 19+30,4 GREENWAY EASEMENT
#28 End Curve 5, 8eg° C69 R-75 743850 95 31.06' - - - - PROPERTY LINES
.69 20349 ! 3.92 #29 ~ #30 43 I °06' #29 End Curve 6 743824 a
8e in Curve 7° 120' 743682.44 2035320°83 23= #30 g 9 ~ 1.5 24~~ 1.7 , 23 6 ~ I Dats Issued. 8.22.03 I 0 PA1H W~ CENTERLINE 4
r e s b Barbara h. Nlulke En uneerin and AI - ~ 03 3 6.83 24- I . Drawin s re ared based on su v y y Y g 9 #3' End Curve 7, ~e . C8; Rm 120 743676,84 2 5 7 24+2107 2~+6702 / SHOULDER ~ Scale 1 -30
9pp 9 ~~0.05'
onsibilit for accurst . 743673.61 2035425°30 #32 ~ #34 370.05' Prince 5urve in .Candace e Architect assumes no rasp y y #32 End Curve 8 Yg p • • Drawn b ; CLE Y
ll utilities rior to construction. #33 not used N!A NIA 2° Contractor to veri location of a p Wetland•C• WEYlAND5
ht to Candsca e Architect°s attention for Checked b : SHS Y
3. An discre ancies in lens to be broug p Y p p SEWER LINE
resolution rior to construction. Sheet No,
ova to be due o5ed of in a le al rnanner off site. o ~ ~ ~ ~ ~ ~ ~ FLOOD PLAIN
4. All materials demolished or rem d p 9 - ~ ~ -FLOOD WAY
a5ed on lane re ared b TranSS stems Cor oration 5. Flood lain and Flood wa b p p p Y Y p p Y
sw ~~/~/~/~////~1 oCt']i IAiIC\1Y CAGGN AGh17 / 1
dated 4-U I U6 1~~1~/////~ f LNVINIVLIV I L11~1L1VILIV I U
rawin s 51 * 52 for details of concrete bridce footin95a 6o Reference d 9 CON5TRUCTION EA5~MENT
so 15 0 30 so Su
of 17 sheets

.
0 0 0 0
an and accordin to all other ertment deta+ls and s ecificat+ons, I , Draw+n s re ared based on curve s b Darbara h, Mvlke En +neer+n and A9 ~ A9
I. Trael to be constructed er 1 5 g p p g p p Y Y Y g 9 p p ,Il,,
a i +t w+th+n limits of construction. L+m+ts of construct+on to be limits of Prince Surve +n , LandSCa e Arch+tect assumes no res onseb+l+ for accurst . a r o confine construction ct v p tY Y 2. Contr cto t Y Y 9 p
manent easements or ro osed construction easements9 as a liable, 2. Contractor to veri location of all utilities rtar to construction, existin easements ro osed er p p pp fy p
9 9p p p in for 1
n sca a Architect ! En inset riot to construction. An discre ancies in fans to be brou ht to Landsca e Architect's attention for 3. Clearin limits to be a roved b Lad g p 3 y p p g p g pp Y p GREENWAY SIGN 6
r to Stake the centerline of the trail as shown on the La out Plan, The resolution riot to construction. 4. Contractor shall retain a re istered surveyo Y p 9 / LA-1
,All materials demolished or removed to be dis osed of in a le al manner off site, trail is to be staked at 50 intervals in the field, 4 p 9 to ff si .
OLLARDS 2 ~oratlon LA-t ~ e
Landsca e Architect riot to construction, Landsca e Architect may 5. Flood lain and Flood wa based on lans re ared b TransSystems Corporation Staked centerline of trail to be a roved by p p p p Y p p p Y 5 pp Greenway Follows the 1 llandsca~e auch~te 4s
ali nment to rotect existin trees or to ad ust to site conditions, dated 4-0 I -03. make tumor than es to tria g p g J 9 Exlsting aidewalk Along 1 hand Manners .
imi of construction line for ms action b Town of Cary, 6, Reference drawn s 5 I ~ S2 for details of concrete brad e footings, 6. Erect tree rotection fence alon I t p Y g 9 / E e e Avenue to TEMP. ONSTRUCTION 5 dg mar / 1
p g Sears Farm Road. ENTRA CE LA-1 30~/2~Ol~~~artu~o~eea .
II re aired erosion control measure riot to construction, 7. nsta ~ p 1 Sni>te ~ r
0 osed avement to meet existin avement flush. 8. Pr g p - _ - p p - - UR UT 3 ` / ~eIlg~ X10 27~®1 - 307 LA_~ +
oexhibit cross slo e of 2.0% towards the creek, 9, Trail t p 1 911~e75~>~~4~ 308
DRIVEWA APRON 6
i d to maximum of ~,9% slo e, exce t where Hated, 10. Trail lim to p p 1 COORD ~3 ,
Seeded er s ecifocat~on. 30 I I . All disturbed areas to be p p 1 309 1 LA-~ 1 COORD ~4 ~ o
e maximum and 2% minimum 51o e exce t where otherwise noted, , ~ COOR®~ D o
i 2. Side slo e5 to be 3 1 p p I p
13. Grade side slo e5 and ad scent round to draino p J 9 i~ ~ I • V®O~D #2 ~l V
3B0 ~I ~ ~ 2a"PINE ~ BEGIN PRQJECT ~ ~
12"POPLAR )PEAR / / STA O+OO 11 1 0
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I I 12"PINE ( / ~ o ~ ~ Wetl a n CM ~ STOP SIGN 5 ~
r' hin Eastin Distance Between Points PC PTIPRC I Coord Desna toon No t / LA-1
2 5B4B.76 18"PINE ~z"PINE 12"PINE - / / 1 I, / o
# I 5x. Manhole 74520 I .BO 03 , 12"POPLAR 3)12~'POPtAR . / /
745204,70 2035826.58 #2 ~ #3 42,3' #2 P.O.B. 12 INE 1~~ 1 d~ ,2 . N~ / C
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745175.69 2035757.12 #4 ~ #5 283, I _ #4 5nd Curve I 1 i 18"P Oo 1 0~ ~ ~ ~ ~ ~ - / oQ e a:,:., ~a P1NE / ~ 1
ar walk 745035.02 20355 11.45 #5 ~ #6 24.7 / ~ / o
#5 Began Bo d I I ~C
' 89.7 #6 ~ #8 98.T 1e"PI E #6 Boardwalk corner 745023.13 20354 12"PANE ,e°PINE 12"PIN 12"PIN ~ ~ ~
7450 I x.23 2035456.77 #7 Ex. Manhole i 12"PINE / / / 1 1 rQ ~ 1 ,r ~J u U1 ~~9 ~ ~'t, i::
744953.30 2035420.02 #B ~ #9 I B9•B 19 #8 end Boardwalk 6 z"PINE 1 5 ~
744818.75 2035286.17 #9 4 # 10 28,9' , ~a"PINE #9 Begin Boardwalk 1 i 18"POPLAR ~ ~ _ ~ o / / ~ ,a
#10~#I I 121.7 / Boardwalk corner 744797.77 2035266,29 I #!0 g5 , , . . ~ 0
44.17 2035 157.0 # I I 2 45.7 Boardwalk corner 7447 ~ # I I 18°POPLAR / , / c,. p n . ~ ~ C-- / ® ~
i - - 2035 124.03 # 12 # 13 51.3 ~ cuM ::::::.r''/ /
# 12 Boardwalk carnet 7447 12,60
~~1+~''~~ GUM / 18 POPLAR / / / Consultants i / 1
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12"POPLAR / . fi' I / , / ~ / / /
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• • , . ' . ' COOR® #9 WETLAND__ ___ACREAGE DISTURBED_ /o _ _ _ 24"POPLAR . \ ~ _ ~ _ - I . _ .v_.._ P 5 FROM TOP OF BANK
• • ACREAGE DISTURBED BED ~ ~ ~ ~ )ISTUR
12"POPLAR ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ • f' - ~ _ _ 0,058 0.002 207 ICM T.-.._- ..___...~..w-._M..w.. GREENWAY EASEMENT
24"oAK •1 TP~PlAR ~ ~ ! CK~CL 0,681 0 . _ 24°POPLAR \ - . _......._..~~....__...._........~.._._._.....I - - - - PROPERTY LINES
. Vie t ~ a ~ d • • ~ ~ ~ c~ _ .....0.162.. ,0,023..._._._._.._._........ I_~j._ .0.045 0.005 I Date Issued: ,0
. I A11WCN P ~ 8.22 3 ~ OPT I E TERL NE
~ ...-:;....1. ICH _ 0,031 0,005 i COORD I 0 CG _ 0,129 0,003 . . i SHOULDER Sca Is 1 =30 1
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\ ~CF 0,157 0.048 . SCE o.006 0.0007 _ ~ ~ Drawn b . CLE .-a Y
~1FW 20 GRFENW . 206 ICD 0,179 0.018 wit{a~d'c' WETIANDS . ` Checked b ; BHS
EASEMENT . . BOARDWALK 1 - - _ ..........._........_....1 Y SEWER LINE
!CC O~Q26 O.Q04 _ ~ LA-17 _ . - _ _ _ , Sheet No. I Q D ~
IDD 0.042 0 • 18"POPLAR ' I _ ~ FLOOD PLAIN
COORD # 12 ' ~ I D~ o,os5 0.01 e COORD # I I F._..__.__.._.___.._.- .._......_.__..__._~...0.003._.._..__......_......... _.._...._....._...._.........__....._......._i . , , . , -FLOOD WAY
- DA _ GUM . \ . . _ i .~.b ten, n
. , ~ / ~ DB 0.283__-_________._. O,
1 - GUM DC 0.244 0.015 PERMANENT EASEMENT U
24"PINE
BfRCH . . CONSTRUCTION EASEMENT
~ GUM . Tf'PIWF ~y 205 ;TOTALS 2.252 0.1447 6, ° r 24"PINE . . . . 4%
24"POPLAR
ATCHUNE A 12"PINE ....,~.i of 17 sheets
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V9~VP~V~ A~
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SHEETS IA- I d IA-7 Fr~'~ BEGINNING OF PROJECT .oJECr o ~ a a
5~ STATION 0+00 ~o
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0 0 ~
- I PVC _s ~ 1~` f~fM ~ ~ a
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LA- I LAYOUT 4 S~'AKfN6 PLAN
LA-2 LAYOUT ~ STAKING PBAN
LA-3 LAYOUT 4 STAKING PLAN / ~i;` h ,
IA-4 L4YOUT ~ STAKING PLAN 1 0
lA-5 LAYC~7 ~ STAKING PLAN
L4-6 IAY~UT ~ STAKING PLAN
LA-7 GRADING ~ DRAINAGE PIfiN, CON5TRUCTION SEQUENCE S -
lA-8 GRADING ~ DRAINAGE PLRN Q END CI^ P~CJECT
LA-9 GRADWG # DRAINAGE PLAN ft,~
LA-10 GRADING ~ DRAINAGE PIAN ~ ~ti STATION ~O+gS
LA-I I GRADING ~ DRAINAGE PLAN ~ ,"4 Z"
Lfi- 12 GRADING 4 DRAINAGE PLAN S~IEETS ~-6 ~ l~ 12
BRIDGE ~ ~ !w r
IA-13 SITE DETAILS ~ ~ ~ 6S LENGT~1 ~ .r .r
LA-14 SITE DETAILS ~ o TM„ ~ ~ ~ ~ O ~ /
lA- 15 91TE DETAILS ' ~ ti~~-f -4 A- i 0 ~~i~ETS I~-~ ~ l.A- I I ; ,
1R-16 BRIDGE DETRILS ' ~ ~ ~
lA- 17 BOARDWALK DEf,~ILS ~ S 5P ~5 ~ '
~~r. 1~
S I TYPICAL BR{D6E COiJSTi~UCi ION DETAILS f- ~ ~ m~,'~'` F~~~ v o
52 BRIDGE STRUCTURAL CLANS ~ DEfAiL5 ~ ° • ,.M'
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Town of Cary ~ • ~s= °-m= '
® ~ l7 i
Department of Parks, Recreation 4 Cultural Resources . " - ' ~
James Jackson Avenue - M - _ O a ~ 0 0
~I
Suite 20 I _ , _.r~, Cary, North Carolina 27513 o o W~ ~ ~RIDG~ #
r o Np ~ ~a
Phone: [phone] ~T 36 LENGTI~ C® T~ ~ o ~
D R M o ~
Fax: [phone]
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LO~atlOn o V LJ 1 ~euu. w,c
Cary> North Carolina ® V ~
~~°~J~C~~ 5' from of Bank
Greenway/Asphalt Bike Tratl ~~~L~~o ~ 0°= ~ ~1~~°0~ P~/ s ~;J g
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25 MPfi
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Raleigh, NC 27609
9 919.755.0046
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