20000863 Ver 1_Complete File_20000629

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December 17, 2004
City of Raleigh
Parks and Recreation
Attn: Dick Bailey
PO Box 590
Raleigh, NC 27601
DWQ Project No. 00-0863
Wake County
Page 1 of 3
Re: Capital Area Greenway System, Crabtree Creek Trail, Project #2, Kiwanis Park to Raleigh Blvd., Raleigh, NC
Revisions to the May 25, 2001 approval and October 22, 2002 approval.
Crabtree Creek [03-04-02, 27-33-(10); C NSW]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.03 acres of wetlands, 143 feet of streams and 4,356 square feet (ft) of protected riparian buffers for
the purpose of constructing a greenway trail system at the subject property, as described within your revised application
dated November 23, 2004 and received by the N.C. Division of Water Quality (DWQ) on November 23, 2004. After
reviewing your application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3404 and 3366 (GC3404 and GC3366). The Certification(s) allows you to use Nationwide Permit(s) 14 and
33 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control and Non-discharge regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change your project, you must
notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills
for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation
may be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification & Authorization Certificate are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification are met. No other impacts are approved including incidental impacts:
Amount Approved Plan Location or Reference
(Units)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htta://h2o.enr.state.nc.us/ncwetlands
Alan W. Klimek, P.E., Director
Division of Water Quality
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
One
NhCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
City of Raleigh
Page 2 of 3
December 17, 2004
Stream 143 (feet)
404 Wetlands 0.03 (acres)
Buffers 4,356 (square ft.)
2. Trail Relocation between Stations 69+50 and 76+00 - The DWQ approves the proposed relocation with the
following exceptions. The trail shall be located uphill of the rock cliff near Station 74+50, uphill of the large
beach tree near station 74+00, and uphill of the large hickory tree near station 73+50. The construction
supervisor for the project met with Erick Kulz and Bob Zarzecki at this location on December 17, 2004 and is
familiar with the location of these trees. Locating the trail downhill (closer to the creek) of the cliff and trees
would most likely compromise the stability of the hill and stream bank within this area.
3. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full compliance
with all specifications governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
4. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur in
wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction
Notification. All construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no violations of state water
quality standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion control
measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of
sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land Resources has released the
project.
6. Diffuse Flow - An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before discharging into the stream as
identified within 15A NCAC 2B .0233(5).
7. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
City of Raleigh
Page 3 of 3
December 17, 2004
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
?Alan W. Klimek, P.E.
AW K/CBK/bz
Enclosures: GC 3404 & GC 3366
Certificate of Completion
cc: Timothy E. Black, HSMM, Inc., 1305 Navaho Drive, Suite 303, Raleigh, NC 27609
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 00-0863
ViEMORANDUM
TO: John Dorney Regional Contact: Eric Kulz
Non-Discharge Branch WO Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name City of Raleigh : Crabtree Creek Greenway
Project Number 04 1889
Recvd From APP
Received Date 11/23/04 Recvd By Region
Project Type greenway trail
County Wake
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 Stream PT OO N F_27-33-(10) F NSW 30,402. 0.03 F
F 33 floodplaiW7_0 N F- 27-33-17 rC NSW 30,402. F- 143.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
cc: Regional Office
Central Office Page Number 1
Cr.. btred"Creek Greenway (04-1889)
Subject: Crabtree Creek Greenway (04-1889)
From: Eric Kulz <[e-mail]>
Date: Tue, 14 Dec 2004 08:22:21 -0500
To: Cyndi Karoly <[e-mail]>
Cyndi.
I finished reviewing this today; my comments are on FileMaker. This
is Beth's project, and she told me she was out until after Jan. 1.
You may want to have someone look at this one sooner, as I think I
found some problems with this application (with all that extra time
you guys have over there..... right Tk
The keys for the drawings don't seem to correspond real well with
the drawings themselves, and don't really show the buffer impacts
well. The only drawing showing buffers is Exhibit 6A, and some
strange things are going on (see hand-drawn buffers).
One particular question I have is, can they move the boardwalk out
of Zone 1? I looked back at some previous FileMaker files on this
project, and Mitchell's comments included that they had way to many
impacts in Zone 1.
Also, we previously approved 60 LF of stream impacts (00-0863).
They are now asking for another 143 LF. Cumulative impacts
requiring mitigation?
Sorry to bother you with this, but I am still getting the hang of
reviewing these things. If you all concur with my concerns, we can
ask for more info and justification of the Zone 1 impacts.
Eric
1 of 1 12/14/2004 10:01 AM
Triage Check List
Date: ?ylLl ProjeUName: cK??

DWQ#: 4, w?j
County: woke-
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
El RRO Mike Horan
From:
Telephone : (919) -11 5 19 ?a
The file attached is being forwarded to1pur for your evaluation.
Please call if you need asostance.
Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules euse, 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: A.JL14 wbe ; o f . 4b
JV,pr?_ tocA_,
Is"
ARCHITECTS ENGINEERS PIANNERS
November 23, 2004
U.S. Army Corps of Engineers
Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 041889
Raleigh, NC 27615
ATTN: Ms. Jennifer Burdette
USACE Wake County Project Coordinator
212@20y[gy
NOV 2 3 2004
WETLANDS AND TTORWWATER BRANCH
Subject: Crabtree Creek Greenway
NWPs 14 and 33 application and associated Neuse River Buffer Certification.
Raleigh, North Carolina
HSMM Commission No. 30105
The City of Raleigh is currently constructing the Crabtree Creek Greenway that extends from Kiwanis
Park to Raleigh Drive. The Crabtree Creek Greenway is a 12-ft wide by 2.25 mi long facility located
adjacent to Crabtree Creek in Raleigh, North Carolina. The project has been previously permitted by the
U.S. Army Corps of Engineers (USACE) and North Carolina Division of Water Quality (NCDWQ).
Previously authorized impacts consist of 124 linear ft of stream impacts by the USACE (Action I.D.
199821122 and 19920608), and 60 linear ft of stream and 11,000 ft2 of Neuse Buffer Riparian Buffer
impacts by the NCDWQ (DWQ Project No. 00-0863) (Attachment 1).
This permit request is for future stream impacts, two areas of unauthorized stream and wetland impacts,
and additional Neuse buffer impacts. Specific requests include:
1. Future impacts associated with the stabilization of eroding banks located on Crabtree Creek, Big
Branch, and an Unnamed tributary (UT) to Crabtree Creek.
2. After-the-fact permits for one area of unauthorized wetland fill and one temporary stream
crossing.
3. Neuse buffer certification for an additional 2781 ft2 of Zone 1 impacts and 1575 ft2 of Zone 2
impacts. Of these impacts, 875 ft2 of the Zone 1 impacts and 550 ft2 of the Zone 2 impacts are
requested after-the-fact.
Stream and Wetland Impacts
Proposed Impacts: There are a total of 143 ft (0.08 ac) of permanent stream impacts proposed for the
project. These impacts will consist of installing Class I riprap to stabilize the banks at three previously
approved bridge crossings located at Crabtree Creek (Class C NSW, DWQ Index No. 27-33(10)), Big
Branch (Class C NSW, DWQ Index No. 27-33-17), and a UT to Crabtree Creek (Class C NSW, DWQ
Index No. 27-33(10)).
Hayes, Seay, Mattern & Mattern, Inc. ARCHITECTS ENGINEERS PLANNERS
;;(i' f 1 ?:nho )r?:e Snip K3 Pnl,ljh NC. ?,'b0'> '::I 919 378.5'_:0 `arr 919.873.9137 h?mm-al(gyhsnuncom wvvwlrsnmcorn.
After the Fact Impacts: After-the-fact permits are requested for permanent fill of 0.03 ac of non-riverine
wetlands, and 40 ft (0.006 ac) of fill associated with the installation of a temporary road crossing.
Table 1. Crabtree Creek Greenway Trail Stream and Wetland Impacts
Site
No. Station No. Impact Type Stream Impacts
ft (ac) Wetland Impacts
ac Requested
Permit
1 1+00 riprap banks 49 (0.03)* N/A NWP 14
2 7+50 riprap banks 54 (0.03)* N/A NWT 14
3 19+00 dewater N/A N/A NWP 33
4A 46+30 riprap banks 40 (0.02)* N/A NWP 14
413 46+30 temporary pipe 40 (0.006) N/A NWP 33**
5 96+50 permanent fill N/A 0.03 NWP 14**
* Impact area includes both banks.
** After-the-fact permit request.
Temporary Stream Impacts
Dewaterin Plan lan (Station 19+00): Low flow sills will be placed into two of the three existing culverts
located at station 19+00 to maintain flow through a single culvert during low flow conditions. In order to
isolate the required work area, a temporary sand bag dam and pump will be installed upstream of the two
culverts to ensure that the stream flow will not come into contact with uncured concrete. The temporary
dam will be removed following sill construction and disposed of at an offsite location by the contractor.
Restoration Plan (Station 46+30): Restoration of the temporary stream crossing will consist of the
removal of all ABC stone, soil, and the existing 84" pipe from the UT to Crabtree Creek. The stream
channel will be restored to itsCexisting contours; however the existing banks will be graded to a slope of
1.5:1 to stabilize the already eroding banks. For areas located above the mean high water mark, the banks
will be stabilized by reseeding with an appropriate seed mixture. For areas located below the mean high
water line, approximately forty feet (0.02 ac) of the stream's banks will be stabilized with Class I riprap.
Appropriate erosion control measures will be employed during the reestablishment of temporarily
impacted areas to prevent future impacts to waters of the U.S. The Contractor will dispose of all
materials removed from the temporary crossing at an off-site location.
Neuse Buffer Impacts
The City of Raleigh has proposed design modifications that deviate from the plans approved by the
NCDWQ on October 22, 2002. The proposed modification consists of replacing the previously approved
10 ft wide impervious paved trail located from station 69+00 to 85+50 to a 10.25 ft wide raised
boardwalk. The proposed change would result in the partial realignment of the proposed boardwalk from
stations 69+50 to 76+00 (Attachment 2). The proposed realignment would result in minimal hand
Hayes, Seay, Mattern & Mattern, Inc. ARCHITECTS ENGINEERS PLANNERS
clearing of taller vegetation with earth disturbance being restricted to hand dug holes for the installation
of the proposed beams. The resulting impacts to Neuse Buffers would consist of 1906 ftz of Zone 1
impacts and 1025 ftz of Zone 2 impacts. Additionally, the City of Raleigh would like to request an after-
the-fact Neuse Buffer certification for an additional 875 ft2 of Zone 1 impacts and 550 ft2 of Zone 2
impacts associated with the installation of Crabtree Creek Greenway Trail. The noted impacts occurred
between stations 20+00 to 23+00 (Attachment 2).
Federally-Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed Endangered, and
Proposed Threatened are protected under provisions of Section 7 and Section 9 of the Endangered Species
Act of 1973, as amended. As of 2004, a review of the 2004 Natural Heritage Database of reveals no
federally protected species within 1.0 mile of the project area.
Cultural Resources
In a June 25, 2000 letter, the North Carolina Department of Cultural Resources (NCDCR) indicated that
they had "No Comment" regarding the proposed Crabtree Creek Greenway Trail (Attachment 3).
Regulatory Approvals
Attached for your information is a copy of the preconstruction notification and permit drawings for the
proposed and after-the-fact impacts (Attachment 4). The City of Raleigh requests these activities please
be authorized under Nationwide Permits 14 and 33. Other required approvals include NCDWQ 401
Water Quality and Neuse Buffer Certifications. Consequently, the City of Raleigh is providing a
permitting fee of $200 for minor stream and/or wetland impacts and seven copies of the permit
application to the NCDWQ for their review.
If you have any questions or need additional information, please contact me at [phone] ext. 3971.
Sincerely,
HSMM
?4eeel/kz
Timothy E. Black
Environmental Scientist
Enclosures: As noted
Hayes, Seay, Mattern & Mattern, Inc. ARCHITECTS ENGINEERS PLANNERS
ATTACHMENT 1
PREVIOUS USACE 404 PERMITS AND NCDWQ 401/BUFFER CERTIFICATIONS
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 199821122 County:
Wake
Aw4a,opy
%IV
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Authorized
Applicant City of Raleigh Agent HSMM
Attn: Matt Phillips Attn: Greg Lambert
Address_ 222 West Hargett St., 6`h Floor Address 1305 Navaho Drive #303
Raleifzh, NC 27602 Raleigh, NC 27609
Telephone Number 919-890-3293 Telephone Number 919-878-5250
Size and Location of Property (waterbody, Highway name/number, town, etc.): The proposed
greenway trail will be located parallel and crossing Crabtree Creek and extends from Noble Road to
Raleigh Blvd., in Raleigh, Wake County, NC.
Description of Activity: This permit authorizes excavation and the placement of fill associated with the
construction of a greenway trail which will require the installation of culverts in two unnamed tributaries
of Crabtree Creek. Impacts to waters authorized by this pen-nit are 124 linear feet for both crossings
which includes the placement of riprap.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
18 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work.
please contact
If you have any questions regarding the Corps of Engineers regulatory program,
Amanda D. Jones at telephone number (919) 876 - 8441 extension 30
Regulatory Project Manager Signature
Date Januaty 25, 2001 Expiration Date February 11, 2002
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF
o?o? W A T F9PG
O 'C

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 25, 2001
DWQ Project No. 00-0863
Wake County
City of Raleigh
Parks and Recreation
Attn: Dick Bailey
PO Box 590
Raleigh, NC 27601
Cc: Hayes, Seay, Mattem & Mattern, Inc. (HSMM)
Attn: Greg Lambert
1305 Navaho Drive, Suite 303
Raleigh, NC 27609
Re: Capital Area Greenway System, Crabtree Creek Trail, Project #2, Kiwanis Park to Raleigh Blvd., Raleigh, NC
Crabtree Creek [03-04-02, 27-33-(10); C NSW]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
Dear Sirs,
You have our approval, in accordance with the attached conditions, to place fill within 60 linear feet of
isdictional waters (Sheet L6) and to impact the protected riparian buffers for the purpose of constructing the proposed
greenway trail, as described within your application received by this Office on 6/29/00 with final revisions presented to
this office on 3/29/01 by HSMM, Inc. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3287. This Certification allows you to use Nationwide Permit Number 39
when issued by the US Army Corps of Engineers (USACE). This letter will also act as your Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 2B .0233(8). In addition, you should get any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application and proposed
construction plans received by this office on 6/29/00 with final revisions presented to this office on 3/29/01 by HSMM,
Inc. If you change your project, you must notify us and you may be required to send us a new application. If the property
is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear
feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions listed below.
1. Stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers as
identified within 15A NCAC 2B .0233(5).
2. The outside buffer boundary or along the construction corridor approved under this authorization shall be clearly
marked by orange fabric fencing for the trail sections that have been approved to infringe within the buffer prior to any
land disturbing activities to ensure compliance with 15A NCAC 2B .0233.
401 WETLANDS CERTFICATION UNIT
North Carolina Division of Water Quality, Department of Environment and Natural Resources
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
?O? wG
? r
>_ y
Alan W. Klimek, P.E., Director
Division of Water Quality
October 22, 2002
City of Raleigh
Parks and Recreation
Attn: Dick Bailey
PO Box 590
Raleigh, NC 27601
Cc: Hayes, Seay, Mattern & Mattern, Inc. (HSMM)
Attn: Greg Lambert
1305 Navaho Drive, Suite 303
Raleigh, NC 27609
DWQ Project No. 00-0863
Wake County
Re: Capital Area Greenway System, Crabtree Creek Trail, Project.#2, Kiwanis Park to Raleigh Blvd., Raleigh, NC
Revision to Section along the Long Branch Night Club parking lot.
Crabtree Creek [03-04-02, 27-33-(10); C NSW]
APPROVAL of AUTHORIZATION CERTIFICATE per the Neuse River Buffer Protection Rules (15A NCAC 2B
.0233) with ADDITIONAL CONDITIONS
Dear Sirs:
You have our approval, in accordance with the attached conditions, to impact 11,000 square feet of protected riparian
buffers for the purpose of constructing the proposed greenway trail, as described within your application received by the
1" ion of Water Quality (DWQ) on October 3, 2002. This letter will act as your Authorization Certificate for impacts to
tll .'otected riparian buffers per 15A NCAC 2B .0233(8). In addition, you should get any other required federal, state
or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control.
This approval is only valid for the purpose and design that you described in your application except as modified below.
If you change your project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this Certification and is thereby responsible for complying with all
conditions. For this approval to be valid, you must follow the conditions listed in the Neuse Buffer Rule and any
additional conditions listed below.
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B.0233(5).
2. Protective Fencing
The outside buffer boundary and along the construction corridor within these boundaries approved under this
authorization shall be clearly marked with orange fabric fencing for the areas that have been approved to infringe
within the buffer prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and this
authorization.
3. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
,-ubsequent modifications, the applicant is required to return the attached certificate of completion to the
1/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
401 WETLANDS CERTFICATION UNIT
North Carolina Division of Water Quality, Department of Environment and Natural Resources
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
tIr f -? ` "
Governo
William G. Ross, Jr., Secretary
Department of Environment and Natural Resource:
ATTACHMENT 2
NEUSE BUFFER IMPACTS AND DESIGN CHANGES
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(1) 318" GALV. HEX' (2)3/8" GALV. HEX
BOLT W/ WASHERS T'!P. 11 ' BOLTS
W/ WASHERS BOTH
SIDES
$ ALl POSTS
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24' MIN. _ I
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15
CUT I I
I W/ GALV. PLATE. AND
---r' GALV. - 2"X10" IT. GALV. HURRICANE TIES
N HURRICANE JOISTS 24" O.C. rn ON ALL JOISTS.
(2) 3/8" GALV. HEX- TIES ON ALL LAP 12" TYP.
BOLTS W/WASHERS TYP. JOISTS
- (2)2"x6"x10'-7"LG.
BRACES BETWEEN
(2)2"x 12'x 101G. RAIL POSTS.
BEAMS W/
"
"
BLOCKING 2
x6
BLOCKING
BETWEEN PILES. 4' O.C. (TIP.)
I. 8'-3" O.C. (TYP.)
NOTE:
1. ALL PILES SHALL HAVE A BI1ARING AT A DEPTH
DETERMINED BY SOIL BORINGS, SEE SPECIFICATIONS. NOTE:
CONTACT OWNER'S REPRESENTATIVE IF DISCREPANCIES 1. ALL BOARDWALK SECTIONS ARE
EXIST. BASED ON A 8 FT. DESIGN MODULE.
2. BOARDWALK WITHOUT HANDRAIL SHALL NOT EXCEED
20' IN HEIGHT FROM DECK SURFACE TO EXISTING
GRADE.
3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER
SPECIFICATIONS.
4. ALL
GALVANIZED
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BOARDWALK CROSS SECTION W/RA
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Figure 1. Station 69+00 - 85+00: Conversion of previously proposed paved surface to boardwalk.
Figure 2. Station 20+00 to 23+00. Unauthorized impacts to Neuse Buffer, Zone 1.
vi-1vvv
HeL,_.ved 7/1 1 /00
? J 1
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Due 7/25/00
AUG 0 1 2000 -?
I n
HAYES, SEAM Mai i :RN & h:41 TERN, IM;
RALEIGH. N C.
North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor NATIONWIDE PERMIT REVIEW Division of Archives and History
Betty Ray McCain Secrets Jeffrey J. Crow, Director
APPLICAN?: Guy L. Angster
Hayes, Seay, Mattern & Mattern, Inc.
1305 Navaho Dr., Suite 303
Raleigh, NC 27609
Project Location: Wake County
Proposed Project: Crabtree Creek Greenway, Raleigh
We have received the application for the above project from the Division of
Environmental Management and our comments are noted below.
Additional information is needed (maps, photographs, other).
No comment.
We have reviewed the requested information and have no comment.
Signed c- ?a- - .?'
Renee Gledhill-Earley
Environmental Review Coordinator
Historic Preservation Office
919/733-4763
FAX [phone]
Date T/Co
r J U L ; ) 2000
J U L 1 3 2000
0?
NN U [:;j,,( Jnncs Street • Ralcigh, N(irth C'andina 27601 2V)7 "Y-r
ATTACHMENT 4
PRECONSTUCTION NOTIFICATION AND PERMIT DRAWINGS
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP's 14 and 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: City of Raleigh Parks & Recreation Department
Mailing Address: P.O. Box 590
Raleigh NC 27602
Telephone Number: Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Hayes Seay Mattern & Mattem, Inc.
Company Affiliation: Consultant
Mailing Address: 1305 Navaho Drive Suite 303
Raleigh, NC 27609
Telephone Number: 919-878-5250 Fax Number: 919-878-9187
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 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: Crabtree Creek Greenway Trail
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Raleigh, NC
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Kiwanis Park to Raleigh Blvd.
Access points located adjacent to Wake Forest Rd., Atlantic Ave. and Capital Blvd.
5. Site coordinates, if available (UTM or Lat/Long): See Attached Sheet.
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres)
N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Crabtree Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.enr.state.nc.us/adinin/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: forested, commercial, and residential areas
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Construction of greenway trail. Proposed work includes grading and paving, mechanized
and hand clearing of vegetated areas construction of boardwalks over wetland areas.
Equipment includes grader, dump trucks and paving equipment..
11. Explain the purpose of the proposed work: Installation of greenway trail.
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.
Action I D #'s 199821122 (Issued January 25, 2001 ) and 19920608 (unknown), NCDWQ #00-
0863 (Issued May 25 2001)
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.
No future impacts are anticipated with exception to those stated within the PCN.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12
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:
Stabilization of stream banks, temporary fill in stream crossing, and permanent fill 0.03 ac of
jurisdictional wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(eslno Distance to
Nearest Stream
linear feet
Type of Wetland***
5 Fill 0.03 Yes 70 Floodplain depression

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: 0.03 acre
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 secif )
1 riprap 49 Crabtree Creek 65 ft perennial
2 riprap 54 Big Branch 20 ft perennial
3 coffer dam n/a UT 1 to Crabtree Creek 30 ft perennial
4A riprap 40 UT 2 to Crabtree Creek 7 ft Perennial
4B Temp. pipe 40 UT 2 to Crabtree Creek 7 ft Perennial

* 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.usjs?ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map(jucst.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 143 feet (rip rap banks)
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.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Avoidance measures include placing boardwalk over wetland areas, and bridging selected
stream areas. Permanent structures were proposed for two perennial stream impacts and
permitted on January 25, 2001.
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
Page 9 of 12
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/ncNvetIands/strmgide.litm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/iiidex.htni. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
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 ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No El If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 2781 3
2 1575 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
Page 11 of 12
N/A
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.
Erosion Control plan was previously reviewed.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ® No ?
Is this an after-the-fact permit application?
Yes ® No ?
XIV. 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).
N/A
//1Z3
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Site Locations
Site 1: Crabtree Creek 35°49'2.81"N 78°37'47.64"W
Site 2: Big Branch 35°49'2.94"N 78°37'47.36"W
Site 3: UT 1 to Crabtree Creek 35°48'57.22"N 78°37'32.59"W
Site 4: UT 2 to Crabtree Creek 35°48'48.02"N 78°37'4.02"W
Site 5: Wetland 35°48'31.99"N 78°36'33.93"W
November 1, 2004
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615 Re:
ATTN: Ms. Jennifer Burdette
USACE Wake County Project Coordinator
Subject: Crabtree Creek Greenway
Nationwide Permit Application and Associated Neuse River Buffer Certification.
Raleigh, North Carolina
HSMM Commission No. 30105
To Whom It May Concern:
Please be advised that Hayes, Seay, Mattern & Mattern, Inc. (HSMM) has signature authority
and is authorized by the City of Raleigh to act on their behalf in the preparation and submission
of Crabtree Creek Greenway Section 404/401 pen-nit application and associated Neuse River
Buffer Certification. If you have any questions regarding this matter, please contact Victor
Lebsock, Greenway Planner, at [phone].
Sincerely
JecJac D uncan
tor, Raleigh Parks and Recreation
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: C??QL4,e L 6vreaoLaa? Date: 9 ZZ/0
Applicant/Owner: 0 6 /e1' County: 4e-4-
Investigator: A; I r"J State: Al C_
Do Normal Circumstances east on the site? No Community ID: 14elet +a0
Is the site significantly disturbed (Atypical Situation)? Yes L) Transect ID:
Is the area a potential Problem Area? Yes J?D Plot ID: /
If needed, explain on reverse.
VEGETATION
min n Plant Specie s Stratum Indicator Dominant Plant Species Stratum Indicator
ne.sU. c' G i9GtJ 9.
2. J 10.
3. OL'I'C/'s h/ca l y h ?4L 11.
4. 1&1-10 s f di- Vi RvhtV",u - 12.
5. 13.
6. 14.
7. 15.
8. 16.

ercent of Dominant Species that are OBL. FACW or FAC
(excluding FAC- . Qv
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarksy Wetland Hydrology Indicators:
- Stream, Lake, or Tide Gauge Primary Indicators:
- Aerial Photographs ted
_ Other _ turated in Upper 12 Inches
_ No Recorded Data Available Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: - Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: (in.) _ Oxidized Root Channels in Upper 12 inches
_ Water-Stained Leaves
Depth to Free Water in Pit: ?.2 (in.) _ Local Soil Survey Data
_ FAG-Neutral Test
Depth to Saturated Soil: /h )1- (in.) Other (Explain in Remarks)
Remarks:
Ree;
61 e ?141tld ?j
y '5?0 it5
132 Appendix B Blank and Example Data Forms
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: efa d ke, vk 6, 'P tj 7kar / Date: af o4/
Applicant/Owner. 1e County: / .-,c-e
Investigator: 816cIL State: NG
Do Normal Circumstances ebst on the site? Ye Community I D: 4/1114 1, al
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes Plot ID: /
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator
1. F(AYi l)k i?hs IVaN?
2. /YCody F.9C?J
3. ' a'dzr ??i?r<. C sac.
ln,ua 4o,ee tA,, -
4.0 G Ct'd
Y
5. 7W1 !H ly?GNtI }i ??
6.Pnt.5aattn- SP 1
n
7.
8.

Dominant Plant Species Stratum Indicator
10.
11.
12.
13.
ercent of Dominant Species that are OBL, FACW or FAC 5 /od ?D
(excluding FAC- .
Remarks:
GJ?iIa?CD U?Stfxr?itr?. ???s? ?-
14VI')R0L0GV
_ Recorded Data (Describe in Remarks): Welland Hydrology indicators:
_ Stream, Lake, or Tide Gauge Primary indicators:
- Aerial Photographs h ndated
- Other aturated in Upper 12 inches
_ No Recorded Data Available _ Water Marks
_ Drift tines
_ Sediment Deposits
Field Observations: - Drainage Patterns in Wetlands
Secondary indicators (2 or more required):
Depth of Surface Water: (in.) _ Oxidized Root channels in Upper 12 inches
Water-Stained Leaves
Depth to Free Water in Pit: ?oZ (in.) _
_ Local Soil Survey Data
FAG-Neutral Test
Depth to Saturated Soil: (in.) _
_ Other (Explain in Remarks)
Remarks:
132 Appendix B Blank and Example Data Forms
PWIY
Hydrology Q rdWl?,,Ul, -
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IAO

O?OF W A T F9QG
r
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
October 22, 2002
City of Raleigh
Parks and Recreation
Attn: Dick Bailey
PO Box 590
Raleigh, NC 27601
Cc: Hayes, Seay, Mattern & Mattern, Inc. (HSMM)
Attn: Greg Lambert
1305 Navaho Drive, Suite 303
Raleigh, NC 27609
DWQ Project No. 00-0863
Wake County
Re: Capital Area Greenway System, Crabtree Creek Trail, Project #2, Kiwanis Park to Raleigh Blvd., Raleigh, NC
Revision to Section along the Long Branch Night Club parking lot.
Crabtree Creek [03-04-02, 27-33-(10); C NSW]
APPROVAL of AUTHORIZATION CERTIFICATE per the Neuse River Buffer Protection Rules (15A NCAC 2B
.0233) with ADDITIONAL CONDITIONS
Dear Sirs:
You have our approval, in accordance with the attached conditions, to impact 11,000 square feet of protected riparian
buffers for the purpose of constructing the proposed greenway trail, as described within your application received by the
Division of Water Quality (DWQ) on October 3, 2002. This letter will act as your Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 2B .0233(8). In addition, you should get any other required federal, state
or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control.
This approval is only valid for the purpose and design that you described in your application except as modified below.
If you change your project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this Certification and is thereby responsible for complying with all
conditions. For this approval to be valid, you must follow the conditions listed in the Neuse Buffer Rule and any
additional conditions listed below.
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B.0233(5).
2
Protective Fencing
The outside buffer boundary and along the construction corridor within these boundaries approved under this
authorization shall be clearly marked with orange fabric fencing for the areas that have been approved to infringe
within the buffer prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and this
authorization.
3
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
401 WETLANDS CERTFICATION UNIT
North Carolina Division of Water Quality, Department of Environment and Natural Resources
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands
Page 2 of 2
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under the Neuse River Buffer Rule (15A NCAC 02B
.0233(8)). If you have any questions, please telephone Bob Zarzecki at 919-733-9726.
Sincerely,
l?
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachment: Certificate of Completion
Cc: US Army Corps of Engineers Raleigh Regulatory Field Office
NC Division of Water Quality Raleigh Regional Office
File Copy
Central Files
DWQ Project No. 00-0863
October 22, 2002
bz

ARCHITECTS ENGINEERS PLANNERS
TO: John Dorney
Division of Water Quality
2321 Crabtree Creek Blvd.
Suite 250
Raleigh, NC 27604
We are sending you
? Samples
TRANSMITTAL SHEET
Date October 7, 2002
RE: Crabtree Creek Greenwav Trail
Comm. No. 7522
7 copies of the following enumerated ® Prints ? Sepias ? Shop Drawing
? Brochures ? Cat. Cuts ® application ® Letters ? Specifications
OUR COMMENT:
Here are 7 PCN applications for your review. Please feel free to call me if you
Office 878-5250 cell: 605-0605
Thanks for your help in this matter.
Greg
any.gagaLons or comments.
r IM
Q
{
OCT I 0 20? i
W QU 1
ff I
Distribution For Your ® Action
1. ? Request
2.
3.
4.
5.
HSMM
Transmitted By ? Mail
? UPS
® hand
1315 Franklin Road, SW
P.O. Box 13446
Roanoke, VA 24034
540.857.3100 Fax[phone]
1305 Navaho Drive
Suite 303
Raleigh, NC 27609
919.878.5250 Fax[phone]
333 Regency Pkwy, Suite 120
Cary, NC 27511
919.460.6895 Fax[phone]
103015h Street NW
Suite 500
Washington, DC 20005
202.371.5200 Fax[phone]
145 Nash Church Street
P.O. Box 2646
Spartanburg, SC 29304
864.585.0185 Fax[phone]
? Corrections ? General Information
? Resubmission ?
Signature
Name Greg Lambert
Title Landscape Architect Intern
Office Location Raleigh
448 Viking Drive
Suite 145
Virginia Beach, VA 23452
757.306.4000 Fax[phone]
181 E. Evans St, Suite 23
BTC-105
Florence, SC 29506
843.669.4491 Fax[phone]
2300 W. Meadowview Road
Wrghtsville Building, Suite 110
Greensboro, NC 27407
336.855.8422 Fax[phone]
6201 Fairview Road
Suite 400
Charlotte, NC 28210
704.553.6150 Fax[phone]
8811 Timberlake Road, Suite 106
P.O.Box4579
Lynchburg, VA 24502
434.239.9200 Fax[phone]
111 ICongress Avenue
4h Floor
Austin, TX 78701
515.391.4995 Fax[phone]
4011'(/1
October 2, 2002
?o u W
John Domey
Division of Water Quality OCT ' o 2v
2321 Crabtree Creek Blvd.
Suite 250
Raleigh, NC 27604 WAv ??
Mr. Dorney:
This office is submitting a Pre-Construction Notification Application for the section of Crabtree
Creek along the Long Branch Night Club parking lot. HSMM met with Bob Zarzecki and Steve
Mitchell out on site on August 15, 2002 to discuss the specific site restrictions and got their
approval. HSMM has followed the Neuse River Buffer rules. Wherever possible, a fifty foot
buffer has been provided between Crabtree Creek and the Trail with the vegetation being
undisturbed. There are a few areas along the Long Branch Property where the trail will have to
come into "zone two" to deal with the narrow easements along the property. The City of Raleigh
shall follow all recommendations by Local, State and Federal agencies regarding sedimentation
control. The plans note that the edge of water and the top of bank are much more irregular than
what is shown on the topo and field verification will need to be done to assure that a minimum of
30' is maintained from edge of water.
During this review, please contact HSMM, Inc. if any additional information is needed.
Sincerely,
HSMM, Inc.
Greg La e
Landsc Architect Intern
M/Ncs/7522/CoiTCSpondcncc/Land Quality6 .07.00.d-
Hoyes, Se<iy, Matter" F. Matter", ht?, ARC[111Pr1s Eric,ii,iLrks P[ANNEC,
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N/A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: City of Raleigh- Capital Area Greenway
Mailing Address: 222 west Hargett Street
Sixth floor
Raleigh NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: HSMM
Company Affiliation: Consultant
Mailing Address: 1305 Navaho Drive #303
Raleigh, NC 27609
Telephone Number: [phone]
E-mail Address:
Fax Number: [phone]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 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: Capital Area Greenways - Crabtree Creek Trail
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): the project is adjacent to
Crabtree creek between Kiwanis park and Raleigh boulevard
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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 water body.)
6. Property size (acres): 26.76 Acs.
7. Nearest body of water (stream/river/sound/ocean/lake): Crabtree Creek
8. River Basin: Neuse River
(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/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: EXISTING RALEIGH GREENWAY EASEMENT --
VEGETATED
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The City of Raleigh proposes to construct a pedestrian trail within an existing 100'
greenway easement. The trail includes approx 2,294 if of boardwalk over an existing
wetland. Trucks and tractors will drive over wooden mats laid over the wetland area
to minimize the disturbance.
11. Explain the purpose of the proposed work: to construct a pedestrian/ bike trail.
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.
N/A
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.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12
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: N/A
2. Individually list wetland impacts below:
Wetland Impact
Site Number
Indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htip://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 5.20 acres
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(Indicate on map)
Type of Impact* Length of
Impact
(Linear
feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(Please specify)

* 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, ditch ing/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
Page 8 of 12
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbod
(if applicable) y 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, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
N/A
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Page 10 of 12
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes 0 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 Rf
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 Rr
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes M No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3
2 11,000 SF 1.5
Total 11,000 SF
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
1'0/09/2002 10.17 FAX [phone] IISMM RALEIGH 01002
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 N'CAC 2B .0242 or.0260.
N/A
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.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
MU. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A. NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
1's this an after-the-fact permit application?
Yes C1 No X
VV. Other Circumstances (Optional):
It is the applicant`s responsibility to submit the application sufficiently in advance of desired
construction dazes to allow processing time for these permits. Howcver, 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„ 4ccessibilityipjoblems, or other issues outside of the applicant's control).
IWO 102-
is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
OW A T ?9?G
r
ri
O 'C
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 25, 2001
DWQ Project No. 00-0863
Wake County
City of Raleigh
Parks and Recreation
Attn: Dick Bailey
PO Box 590
Raleigh, NC 27601
Cc: Hayes, Seay, Mattern & Mattern, Inc. (HSMM)
Attn: Greg Lambert
1305 Navaho Drive, Suite 303
Raleigh, NC 27609
Re: Capital Area Greenway System, Crabtree Creek Trail, Project #2, Kiwanis Park to Raleigh Blvd., Raleigh, NC
Crabtree Creek [03-04-02, 27-33-(10); C NSW]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
Dear Sirs,
You have our approval, in accordance with the attached conditions, to place fill within 60 linear feet of
jurisdictional waters (Sheet L6) and to impact the protected riparian buffers for the purpose of constructing the proposed
greenway trail, as described within your application received by this Office on 6/29/00 with final revisions presented to
this office on 3/29/01 by HSMM, Inc. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3287. This Certification allows you to use Nationwide Permit Number 39
when issued by the US Army Corps of Engineers (USAGE). This letter will also act as your Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 2B .0233(8). In addition, you should get any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application and proposed
construction plans received by this office on 6/29/00 with final revisions presented to this office on 3/29/01 by HSMM,
Inc. If you change your project, you must notify us and you may be required to send us a new application. If the property
is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear
feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions listed below.
1. Stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers as
identified within 15A NCAC 2B .0233(5).
2. The outside buffer boundary or along the construction corridor approved under this authorization shall be clearly
marked by orange fabric fencing for the trail sections that have been approved to infringe within the buffer prior to any
land disturbing activities to ensure compliance with 15A NCAC 2B .0233.
401 WETLANDS CERTFICATION UNIT
North Carolina Division of Water Quality, Department of Environment and Natural Resources
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
V
Page-2 of 2
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Bob Zarzecki at 919-733-9726.
Sincerely,
Stevens
'Q, Director
Cc: US Army Corps of Engineers Raleigh Regulatory Field Office
NC Division of Water Quality Raleigh Regional Office
File Copy
Central Files
000863

Division of Water Quality
State of North Carolina
Department of Environment
and Natural Resources
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
A QNWA
•
??..
NNORTCHDENR
CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
CERTIFIED MAIL-RETURN RECEIPT REQUESTED Page 1 of 2
December 15, 2000
Wake County
City of Raleigh DWQ Project No. 00-0863
Parks and Recreation
Attn: Dick Bailey
PO Box 590
Raleigh, NC 27601
Cc: Hayes, Seay, Mattern & Mattern, Inc. (HSMM)
Attn: Greg Lambert
1305 Navaho Drive, Suite 303
Raleigh, NC 27609
Re: Capital Area Greenway System, Crabtree Creek Trail, Raleigh, NC
Crabtree Creek [03-04-02, 27-33-(10); C NSW]
Dear Sirs,
On December 14, 2000, Division of Water Quality (DWQ) personnel met with representatives of
HSMM and the City of Raleigh at the subject property to review the proposed greenway alignment in an effort
to avoid and minimize impacts to jurisdictional waters and protected riparian buffers. This meeting was
conducted as a continued staff review of the June 20, 2000 application (with amendments dated 9/28/00 and
11/20/00).
Insufficient evidence is present in our files to conclude that your project must be built as planned in
waters and/or protected riparian buffers in accordance with 15A NCAC 2H .0506 and 2B .0233. Therefore,
unless modifications of the proposal are made as described below, we will have to move toward denial of your
401 Certification and Authorization Certificate as required by 15A NCAC 2H .0507(e) and 2B .0233(8)and
will place this project on hold as incomplete until we receive this additional information. We are requesting
(by copy of this letter) that the U.S. Army Corps of Engineers (USACE) place your project on administrative
hold.
Please provide us with information supporting your position that states your project must be constructed
as planned and that you have no practicable alternative to placing fill in these waters or protected riparian
buffers. Specifically;
Can you move the trail to the north, away from the tributary stream located near Sta 17+16.66. The
trail is proposed within approximately 8 feet of the stream. Staff believe that the trail needs to be
moved as far from this section of stream as possible (+ 30 feet) to minimize impacts to the protected
riparian buffer and to allow sufficient room for any potential. future streambank stabilization.
The Division will allow the trail to infringe further into Zone 1 of the protected riparian buffers near
the rock outcrop located near Sta 76+00 to prevent blasting of the rock outcrop and hillside.
Impacts to Zone 1 should be minimized to the greatest extent practicable to allow the trail to
"snake" around the rock outcrop. Site evaluation has identified that impervious surfaces (i.e.,
401 WETLANDS C
Mailing Address:
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
ERTIFICATION UNI T
Telephone [phone] / FAX # [phone]
Location:
4101 Reedy Creek Road
Raleigh, North Carolina 27607

Page 2 of 2
concrete) exist within Zone 1 between the rock outcrop and the creek. Therefore, staff believe that
the addition of the trail within this section will not significantly increase the amount of impervious
surface or removal of vegetation.
3. Can you move the trail east, outside of the vegetated portions of the protected riparian buffers
between Sta 80+00 and 83+00 (near the Cro,-m Pontiac Isuzu used car dealership parking lot).
Staff believe that the proposed plan will remove the majority of the existing vegetation and create
significant alteration of the streambank and hillside potentially leading to an unstable streambank
and loss of riparian functions.
4. The Division will allow the infringement into Zone 1 of the riparian buffer near the existing eroding
streambank and stormwater outfall pipe (Sta 82+53.9; section of trail south of section identified
within "3" and north of Capital Blvd.). Staff believe that repairing the outfall pipe and eroding
streambank will prevent future erosion and sediment loading to Crabtree Creek. Vegetation
removal within this section must be minimized to the greatest extent practicable. Any use of rip-rap
within this section should be of sufficient size so as not to be carried downstream or fall into the
creek bed.
5. The 120 feet of streambank stablization within the section identified within "4" above, the proposed
tributary stream crossing identified within "1" above and any other streambank stablization or
jurisdictional wetland or water impacts along the proposed greenway will require 404 Permits and
associated 401 Water Quality Certifications. The USACE will need to be contacted to obtain any
required 404 Permits.
Any documentation such as maps and narrative that you can supply to address alternative designs for
your project may be helpful in our review of your 401 Certification and Buffer Authorization Certificate.
Please respond within three weeks of the date of this letter by sending a copy of this information to me
and to Mr. Steve Mitchell, Raleigh Regional Office at [phone]. If we do not hear from you in three
weeks, we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn. I can be reached at 919-733-9646 if you have any questions.
Sincerely,
ohn Dorney
cc: Mr. Todd Tugwell, USACE Raleigh Regulatory Field Office
Mr. Steve Mitchell, NCDWQ Raleigh Regional Office
File Copy 000863
Central Files
401 WETLANDS CERTIFICATION UNIT
Telephone [phone] / FAX # [phone]
Mailing Address:
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Location:
4401 Reedy Creek Road
Raleigh, North Carolina 27607

NOV 2 0 2000

November 20, 2000
Dick Bailey
Raleigh Parks and Recreation
P.O. Box 590
Raleigh, NC 27601
RI: Capital Area Greenway - Crabtree Creek
Dear Mr. Bailey:
Here are the responses to DWQ's questions concerning Crabtree Creek trail at the October 24
nlcetin(I
Sheet L2
- The status of the land behind Al Smith Buick is cleared with minimal vegetation
growth.
- Sewer casements were not available on GIS. Site investigations and field evaluation
were required to place greenway trail along sewer easements.
- Area behind Al Snlith Buick is a drainage ditch and only occupies water during times
of precipitation. A wetland report has been done for Crabtree Creek Greenway and
Wetlands have been designated on the maps. (copy of report enclosed)
Sheet L3
- Tree line is located only 15' from creek edge due to clearing for existing sewer
easement.
- Neese River buffer zones l & 2 will be shown on drawings.
- The ditch located behind the Long Branch is not on USGS maps. Only three streams
show up as blue line streams in the project area. They are the streams located at
Joyner School Park. Wake Forest Road and Capital and I lodges Street.
Sheet L4
Neuse River buffer zones 1 & 2 will be shown on drawings.
Trec line is located only 15' from crock edge due to clearing fir existing sewer
CaSeincill.
The existing gravel drive off of Industrial Drive heading cast for approximately 690
ft. is a road leftover froin the former Jungle Golf site that use to be located next to the
creek.
Sheet LS
Sheet L6
Neuse River buffer zones I & 2 will be shown on drawings.
The top of the levee is clear of vegetation between stations 46+00 and 56+00 due to
clearing From Fran and Floyd.
- Neuse River buffer zones I & 2 will be shown on drawings.
- 'T'rail closer to creek due to large pit at station 66+00 on north side of trail. Would
require large amounts of fill to incorporate trail.
- Trail follows along existing cleared sewer easement.
- Site investigation will take place to accurately locate positioning of stream on plan.
Sheet L7
- Two trees to be removed are to be located on sheet I,7
All trees are located with in the DOT right-of-way.
Sheet L8
General:
- Streams have been designated and show up on plan.
- All blue line streams will be shown on maps.
- All buffer zones 1 & 2 will be shown on maps.
- All applicable easements will be shown.
- Existing vegetation that show up on USGS maps have been shown on plans or will be
designated as none.
Sincerely,
Greg Alain ert
Landscape Designer
Hayes, Se(iy, Mrittern R Moftern, In( . nit ?;T i I I I I [ i; P[ ?,ur-iI=Rs
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Mark Robinson
&. Associates
LANDSCAYL ARCUITECTURF/PLANNINQ
Dick Bailey
Raleigh Parks and Recreation
P. O_ Box 590
Raleigh, NC 27601
September 12, 2000
Re, Crabtree Creek Greenway - Noble Road to Raleigh Boulevard
Dear Dick:
In the fall of 1998, a site inspection of the Crabtree Creek Greenway Project - Noble Road to
Raleigh Boulevard was conducted. Those in attendance were Guy Angster and Jackie Bubenic of
Hayes, Seay, Mattern & Mattern, Danny Smith of the Regional Office of the Division of
Environment and Natural Resources, and myself representing the City of Raleigh at that time-
The entire length of the project was reviewed with Mr. Smith.
There were a number of questions posed, in particular, regarding alternative alignments explored
related to the crossing of Atlantic Boulevard. Mr. Smith stated that he didn't have objections to the
trail alignment. Plans would have to officially be submitted to DENR for review and approval.
Sincerely,
Mark Robinson & Associates P. A.
Victor E. Lebsock
Riverplace Commerce Center
9701 Capital Boulevard
Wake Forest. North Carolina 27587
919 562-7700 FAX [phone]
E-Mail: [e-mail]
Water 'l'ower Hill
915 Buzzell Street
Bast Jordan, Michigan 49727
231 536.2599 FAX [phone]
E-.Mail: mrwth(ctlmjndsprintt.com
Z/Z 'd . q<<s'ON Wd[V:Zl OOOZ 'Zl'das
City Of 6Raleigh
.North Gvarolina
September 28, 2000
Mr. John Dorney
NCDENR Division of Water Quality
Wetlands/401 Unit
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Mr. Dorney:
This letter is in response to your correspondence dated August 28, 2000 regarding the proposed construction of
the Crabtree Creek Greenway Trail between Noble Road and Raleigh Boulevard.
Attached are revised plans responding to the comments in your August 281" correspondence. Also attached is a
letter from Greg Lambert of HSMM to me explaining the conditions at each of the noted locations.
Question 1: The trail alignment behind the Long Branch is the best that could be negotiated. The trail
alignment goes through an area that has primarily been used for overflow parking. Revisions to the trail
alignment at Industrial Drive were made to pull the trail back from the creek. The revision section is noted by
the "cloud" graphic on the site plan sheet L3.
Question 2: The trail alignment was revised on the west (left) portion as noted by the "cloud" graphic on site
plan sheet L4.
Question 3: This trail alignment is the only viable option. Negotiations with the State of North Carolina
Department of Corrections for a trail on the opposite side of the creek were unsuccessful. As noted by HSMM
moving the trail further away from the creek would place the trail on the Crown Pontiac property, which has
been developed and is being used for commercial purposes.
Question 4: The trail alignment was revised at the railroad as noted by the "cloud" graphic on site plan sheet L8.
Question 5: It is believed that the recommendation of the Engineer is the best solution for this difficult section.
If bioengineering is required for this area the City will develop this alternate for the section in question.
Please advise at your earliest opportunity regarding the changes that have been made to this project in response
to your review comments.
Sincerely,
Richard Bailey,
Design Development A istrator 890-3296.
= I F I Y Y F A R S
September 18, 2000
Dick Bailey
Raleigh Parks and Recreation
P.O. Box 590
Raleigh, NC 27601
RE: Capital Area Greenway - Crabtree Creek
Dear Mr. Bailey:
Here are the responses to Mr. Dorney's questions concerning Crabtree Creek trail.
Question 1) Along Industrial Drive (sheet L3) where the trail is in Zone 1 for about 300
feet.
- There is a 20' buffer along Industrial Drive. The trail can't go into the gravel parking
lot of the Long Branch establishment. The trail will be along the tree line so as not to
disturb the parking for the commercial businesses along the drive. Some minor
changes were made where the trail would allow it, in front of Industrial Drive.
Question 2) Near the CSX RR crossing (sheet L4) where the trial is in zone 1 for several
hundred feet.
- Where the trail crosses under the RR is a huge embankment that would require us to
incorporate a tunnel, which would be extremely expensive and time consuming. In
RR easements, sprays are used to control all vegetation along the tracks. With this
we would only be doing minimal damage to the buffer since there is really not much
of a buffer presently there.
Question 3) The trail shown on Sheet L6 and Sheet L7 is entirely within Zone 1.
The easements for this section of trail run up to the back of curb at Crown
Pontiac GMC-Isuzu. If the easement were extended, the trail would be in the middle
of the parking lot.
Hayes, S-1Y, Muhfcrn Maftul n, Inc. AY(,111It 1 CNGINCI RS IIANNE kS
Question 4) Please explain the alignment at the Norfolk Southern RR (sheet L8)
- Here again we have a situation where the trail comes in contact with a RR. There is a
large embankment here as well and would require the incorporation of a tunnel or
some other structure to enclose the trail. This area also falls into the easements of the
RR, CP&L, and City Sewer Outfall Right of Way. With this kind of situation, there
is no substantial vegetation existing already. Any changes would only be impacting
the few weeds that are currently there and have survived the spraying of the RR.
Question 5) Explain whether the trail can be altered at the Capital Blvd/ Yonkers Road
area to avoid the need to armor Crabtree Creek (sheet 7) Alternatively can
bioengineering techniques be used to minimize the impact?
- The section of creek has a lot of scouring on the bank and the need to stabilize it is
great. The use of Keystone Walls can't be used as the need to cut into the bank 20+
feet to attach the geofabric (which holds the wall) would eliminate the existing trees.
We suggest the use of riprap with the thought that the vegetation would grow back
through the rock to help stabilize the bank. Another alternative would be to drive
piles into the stream and drop logs or co-co fiber rolls behind them.
Since
Greg La
Landsc pe Designer
Hayes, Seay, Mattern & Mattern, hnc. ARCHITECTS FNGINEERS PLANNERS
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
City of Raleigh
Capital Area Greenways
222 West Hargett Street
Raleigh, NC 27602
Dear Mr. Angster:
1 • •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 28, 2000
DWQ # 000863
Wake County
On June 29, 2000 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to impact riparian buffers for the purpose of constructing the
Crabtree Creek Greenway Trail between Noble Road and Raleigh Blvd. In Wake County.
Approval from DWQ is required to disturb these buffers. Rased on D WQ staff review, please
address the feasibility of modifying your plans as follows:
1. Along Industrial Drive (Sheet L3) where the trail is in Zone 1 for about 300 feet,
2. near the CSX RR crossing (Sheet L4) where the trail is in Zone 1 for several hundred
feet.
3. the trail shown on Sheet L6 and Sheet L7 is entirely within Zone 1.
4. please explain the alignment at the Norfolk Southern RR (Sheet L8); and
5. explain whether the trail can be altered at the Capital Blvd/Yonkers Road area to avoid
the need to armor Crabtree Creek (Sheet 1-7). Alternatively can bioengineering
techniques be used to minimize the impact?
Please call me at [phone] if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance
with 15A NCAC 2H .0505(c). The processing time for this application will begin when this
information is received. If we do not hear from you by writing within three (3) weeks we will
assume you no longer want to pursue the project and will consider it withdrawn.
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
File Copy
Central Files
Guy Angster; HSMS
Wetlands/401 Unit • 4401 Reedy Creek Read • Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmance Action Employer
50% recycled/10% post consumer paper
What Else
r
Subject: What Else
Date: Thu, 24 Aug 2000 08:04:07 -0400
From: Steve Mitchell <[e-mail]>
To: John Hennessy <[e-mail]>
Crabtree Creek Greenway Trail
,?3w
00=0863
Bridge over Big Branch (sheet L1) not perpendicular.'"r
Small stretch of trail at bench detail 1 D 28 (sheet L 2) is in Zone 1
Trail at end of Industrial Drive on Sheet L 3 (also shown on Sheet C 22)
is in Zone 1 for about 300 feet.
Several hundred feet near CSX RR in Zone 1 (Sheet L 4)
Majority of south bound trail (Sheet L 60 and all of trail on Sheet L 7)
in Zone 1
Allignment at Norfolk Souther RR (Sheet L 8) weird. 41 All ot-c
Having said all that, if Danny can live with it, so can I.
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June 7, 2000
Land Quality Section
North Carolina Department of
Environment and Natural Resources
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
000863
To Whom It May Concern:
This office is submitting plans, forms, and a check for erosion and sedimentation review for the
City of Raleigh, Crabtree Creek Greenway Trail. HSMM has contacted Mr. Denny Smith with
DWQ for their involvement with the trail. Mr. Denny Smith walked the trail on July 14, 1998.
As a result, we have incorporated all his suggestions into our plans and have provided as much
information as possible concerning the alignment of the trail. Much of the site has a natural levee
along Crabtree Creek, which will not be disturbed. In turn this levee does not allow drainage to
flow directly into Crabtree Creek, but rather allows it to pond in areas beside the Creek. Silt
fencing and erosion control measures shall be placed at all critical locations where the levee is
broken or where tributaries flow into Crabtree Creek. The trail itself shall cause very little land
disturbing activity and most all large trees and vegetation shall be saved.
HSMM has followed the Neuse River Buffer rules. Wherever possible, a fifty foot buffer has
been provided between Crabtree Creek and the Trail with the vegetation being undisturbed. Only
in a few problem areas was the buffer reduced to thirty feet. The City of Raleigh shall follow all
recommendations by Local, State and Federal agencies regarding sedimentation control. The
plans note that sediment control adjustments shall be made based on any situation that might
arise, which have not been shown on the plans.
During this review, please contact HSMM, Inc. if any additional information is needed.
Sincerely,
IISMM, Inc.
Guy L. gster
Landscape Architect, Dept. Head
GLA/mcf
ORIGINAL
M/tiles/7522/Correspondence/Land Quality(i 07.00 duc
THIS PACKET OF INFORMATION
PROVIDED TO ASSIST YOU IN
COMPLETING THE PRE-
CONSTRUCTION NOTIFICATION
(PCN) FORM THAT IS REQUIRED BY
THE U.S ARMY CORPS OF
ENGINEERS AND THE NORTH
CAROLINA DIVISION OF WATER
QUALITY WHEN APPLYING FOR
CERTAIN NATIONWIDE PERMITS
AUTHORIZED BY THE U.S. ARMY
CORPS OF ENGINEERS
O;R?GINAI?
CRaL nee, CAee?,
ENCLOSED YOU WILL FIND THE FOLLOWING:
1. NATIONWIDE PERMIT REQUIREMENTS TABLE
INSTRUCTION SHEET - This sheet provides instructions on how to
locate the number and title of the Nationwide permit being applied
for. Each of the Nationwide permits includes terms and conditions
which are not summarized in this document. Before deciding if a
particular Nationwide permit covers your proposed work, you should
consult either the Code of Federal Regulations 33 CFR Part 330 or
the local Corps of Engineers Regulatory Field Office.
2. NATIONWIDE PERMIT REQUIREMENTS TABLE - This table
lists the numbers and titles of available Nationwide permits and
agencies to be notified.
3. PRE-CONSTRUCTION NOTIFICATION FORM - This form
requests information from the applicant with regard to the proposed
work to occur in wetlands.
NATIONWIDE PERMIT REQUIREMENTS TABLE INSTRUCTION
SHEET
1. Locate Permit Requirements Table.
2. Locate top, far left column designated as "Nationwide Permits (NWP)
Numbers and Titles". Follow the column down to determine the
number and title of the Nationwide permit for which you are
applying. (example: 18 Minor Discharges)
3. Follow the row across for the specified Nationwide permit in which
you are interested to determine to a requirements for notification to
each agency listed in the six columns.
NORTH CAROLINA COUNTIES LIS D BY APPROPRIATE U$ COE FIELD OFFICES
BALBIGH RM11LATORY FIELD OFFICE
ALAMANCE
ALLEGHANY
ASHE
CASWELL
CHATHAM
DAVIDSON
DAVIE
DURHAM
EDGECOMBE
FRANKLIN
FORSYTH
GRANVILLE
GUILFORD
HALIFAX
JOHNSTON
LEE
NASH
NORTHAMPTON
ORANGE
PERSON
RANDOLPH
ROCKINGHAM
STOKES
SURRY
VANCE
WAKE
WARREN
WILKES
WILSON
YADKIN
ALEXANDER
AVERY
BUNCOMBE
BURKE
CABARRUS
CALDWELL
CATAWBA
CHEROKEE
CLAY
CLEVELAND
GASTON
GRAHAM
HAYWOOD
HENDIRSON
IREDELL
JACKSON
LINCOLN
MACON
MADISON
McDOWELL
WASHINGTON REGULATORY FIELD OFFICE
MECKLENBURG
MITCHELL
POLIO
ROWAN
RUTHERFORD
STANLY
SWAIN
TRANSYLVANIA
UNION
WATAUGA
YANCEY
BEAUFORT GATES PASQUOTANK
BERTIE GREEN PERQU304ONS
CAMDEN HERTFORD PITT
CARTERET HYDE TYRELL
CHOWAN JONES WASHINGTON
CRAVEN LENIOR WAYNE
CURRTTUCK MARTIN (CROATAN NATIONAL FOREST ONLY)
DARE PAMLICO
WILMINGTON REGULAT RY FIELD OFFICE
ANSON
BLADEN
BRUNSWICK
CARTERET
COLUMBUS
CUMBERLAND
DUPLIN
HOKE
MONTGOMERY
MOORE
NEW HANOVER
ONSLOW
PENDER
RICHMOND
ROBESON
SAMPSON
SCOTLAND
FOR ACTIVITIES THAT MAY BE AUTHORIZED BY THE ABOVE LISTED NATIONWIDE
PERMITS (5, 7, 12, 13, 14, 17, 18, 21, 26, 29, 33, 37 AND 30) THAT REQUIRE NOTIFICATION TO
THE U.S. ARMY CORPS DISTRICT ENGINEERS, THE APPLICANT SHALL NOT BEGIN WORK:
a. UNTIL NOTffTED THAT THE WORK MAY PROCEED UNDER THE NATIONWIDE
PERMIT WITH ANY SPECIAL CONDITIONS IMPOSED BY THE DISTRICT
ENGINEER, OR
b. IF NOTIFIED THAT AN INDIVIDUAL PERMIT IS REQUIRED, OR
c. UNLESS 30 (CALENDAR) DAYS HAVE PASSED FROM THE TIME A COMPLETE
NOTIFICATION IS RECEIVED BY THE DISTRICT ENGINEER, AND REQUIRED
STATE APPROVALS HAVE BEEN OBTAINED. REQUIRED STATE APPROVALS
INCLUDE: 1) A SECTION 401 WATER QUALITY CERTIFICATION IF
AUTHORIZATION IS REQUESTED FOR A DISCHARGE OF DREDGED OR FILL
MATERIAL, AND 2) COASTAL ZONE MANAGEMENT CONSISTENCY
DETERMINATION IF THE ACTIVITY IS LOCATED IN ANY OF NORTH
CAROLINA'S 20 COASTAL COUNTIES (SEE BELOW FOR A LIST OF THESE
COUNTIES).
* ITEM c ABOVE DOES NOT APPLY TO NWP 12 AND MAY NOT APPLY IN TROUT WATER
COUNTIES.
COASTAL COUNTIES IN NORTH CAROLINA
BEAUFORT BERTIE BRUNSWICK CAMDEN CARTERET
CHOWAN CRAVEN CURRTTUCK DARE GATES
HERTFORD HYDE NEW HANOVER ONSLOW PAMLICO
PASQUOTANK PENDER PERQUIMONS TYRELL WAHINGTON
TROUT COUNTIES IN NORTH CAROLINA
ALLEGHANY ASHE AVERY BUNCOMBE
BURKE CALDWELL CHEROKEE CLAY
GRAHAM HAYWOOD HENDERSON JACKSON
MACON MADISON McDOWELL MITCHELL
POLK RUTHERFORD STOKES SURRY
SWAIN TRANSYLVANIA WATAUGA WILKES
YANCEY
NATIONWIDE REQUIRES REQUIRES REQUIRES REQUIRES REQUIRES REQUIRES
PERMITS NOTIFICATION APPLICATION NOTIFICATION NOTIFICATION NOTIFICATION COORDINATIO
NUMBER AND TO THE US TO NC TO THE US FISH TO NATIONAL TO STATE N WITH THE NC
TITLES ARMY CORPS DIVISION OF AND WILDLIFE MARINE HISTORIC DCM IN
DISTRICT WATER SERVICE FISHERIES PRESERVSTION COASTAL
ENGINEER QUALITY TO SERVICE OFFICE COUNTIES
OBTAIN 401
W
1. AIDS TO NO NO NO NO NO YES, IF
NAVIGATION INVOLVES
AREA OF
ENVIRONMENT
AL CONCERN
(AEC)
2 STRUCTURE NO NO NO NO NO YES. IF
V VE$ AEC
3. NO NO NO NO NO YES, IF
MAINTENANCE APPLICATION INVOLVES AFC
NEEDED.
GENERAL
CERTIFICATION
ISSUED WITH
CONDITIONS
4. FISH AND NO NO NO NO NO YES
WILDLIFE APPLICATION
DEVICES NEEDED.
GENERAL
CERTIFICATION
ISSUED WITH
CONDITIONS
S. SCIENTIFIC YES. BUT ONLY NO YES, TO YES, TO YES, TO YES
MEASUREMEN FOR APPLICATION DETERMINE DETERMINE DETERMINE
T DEVICES DISCHARGES NEEDED, THE PRESENCE THE PRESENCE THE PRESENCE
OF 10 TO 2S GENERAL OF OF OF
CUBIC YARDS CERTIFICATION ENDANGERED ENDANGERED ENDANGERED
ISSUED WITH SPECIES THAT SPECIES THAT SPECIES THAT
CONDITIONS MAYBE MAY BE MAYBE
AFFECTED SY AFFECTED BY AFFECTED BY
THE PROPOSED THE PROPOSED THE PROPOSED
PROJECT, PROJECT. PROJECT.
PROVIDE PROVIDE PROVIDE
RESPONSE RESPONSE RESPONSE
6. SURVEY
ACTIVITIES NO YES NO NO NO YES
7.OUTFALL YES NO YES. TO YES. TO YES. TO YES
STRUCTURES APPLICATION DETERMINE DETERMINE DETERMINE
NEEDED. THE PRESENCE THE PRESENCE THE PRESENCE
-GENERAL OF OF OF
CERTIFICATION ENDANGERED ENDANGERED ENDANGERED
ISSUED WITH SPECIES THAT SPECIES THAT SPF,CIES THAT
CONDITIONS MAYBE MAYBE MAY BE
AFFECTED EY AFFECTED BY AFFECTED BY
THE PROPOSED THE PROPOSED THE PROPOSED
PROJECT. PROJECT. PROJECT.
PROVIDE PROVIDE PROVIDE
RESPONSE RESPONSE RESPONSE
2. OIL AND GAS NO NO NO NO NO YF,S, IF
RUCTURES WVLOV AEC
9. STRUCTURES NO NO NO NO NO YES. IF
IN FLEETING INVOLVES AEC
AND
ANCHORAGE
AREAS
10. MOORING NO NO NO NO NO YES. IF
1lUOYS INVOLVES AEC
II. NO NO NO NO NO YES, IF
TEMPORARY INVOLVES AEC
RECREATTONA
L STR
t2 UTILITY YES (am •1 NO NO NO NO YES, IF
LINES blow) APPLICATION
NEEDED INVOLVES AEC
,
GENERAL
CERTIFICATION
ISSUED WITH
CONDITIONS
13. BANK YES. SU ONLY YES R TO YES, TO YES. TO YES, IF
SFABUZATION

" FOR
STABILIZATION
ACTIVITIES IN
6xcsss OF SW
FEET IN
LENGTH OR
GREATER
THAN AN
AVERAGE OF
ONE CUBIC
YARD PER
RUNNING FOOT
(uc'Z below) ACTIVITIES IN
EXCESS OF SO
FEET IN
LENGTH OR
WHERE
WETLANDS
ARE IMPACTED DETERMINE
THE PRESENCE
OF
ENDANGERED
SPECIES THAT
MAYBE
AFFECTED BY
THE PROPOSED
PROJECT.
PROVIDE
RESPONSE DETERMINE
THE PRESENCE
OF
ENDANGERED
SPECIES THAT
MAY SS
AFFECTED BY
TWO PROPOSED
PROJECT,
PROVIDE
RESPONSE DETERMINE
THE PRESENCE
OF
ENDANGERED
SPECIES THAT
MAYBE
AFFECTED BY
THE PROPOSED
PROJECT.
PROVIDE
RESPONSE INVOLVES AEC
ROAD
14 YES. BUT ONLY YES YES. TO YES. TO YES. TO YES
.
CROSSWGS FOR FILLS IN DETERMINE DETERMINE DETERMINE
SPECIAL THE PRESENCE THE PRESENCE THE PRESENCE
AQUATIC OF OF OF
SITES ENDANGERED ENDANGERED ENDANGERED
124CLUDING SPECS THAT SPECIES THAT SPECIES THAT
WETLANDS, A MAY BE MAYBE MAY BE
DELINEATION AFFECTED BY AFFECTED BY AFFECTED BY
OF AFFECTED THE PROPOSED THE PROPOSED THE PROPOSED
SPECIAL PROJECT, PROJECT, PROJECT,
AQUATIC SITES PROVIDE PROVIDE PROVIDE
MUST Be RESPONSE RESPONSE RESPONSE
INCLUDED
IS. USCG NO YES NO NO NO YES
APPROVED
BRIDGES
%. EFFLUENT
NO
YES
NO
NO
NO
YS
DIKES
17
YES
YES
YES. TO
YES, TO
YES. TO
YES
.
HYDROPOWER DETERMINE DETERMINE DETERMINE
THE PRESENCE THE PRESENCE THE PRESENCE
OF OF OF
ENDANGERED ENDAN4369FD ENDANGERED
SPECIES THAT SPECIES THAT SPECIES THAT
MAY BE MAY BE MAYBE
AFFECTED BY AFFECTED BY AFFECTED BY
THE PROPOSED THE PROPOSED THE PROPOSED
PROJECT, PROJECT. PROJECT.
PROVIDE PROVIDE PROVIDE
RESPONSE RESPONSE RESPONSE
MINOR
IA YES. BUT ONLY YES, BUT ONLY YES. TO YES. TO YES, TO YES
.
DISCHARGES WHEN FOR PROJECTS DETERMINE DETERMINE DETERMINE
DISCHARGE WITH GREATER THE PRESENCE THE PRESENCE THE PRESENCE
EXCEEDS 10 TfCAN 10 CUBIC OF OF OF
CUBIC YARDS YARDS OF RLI, ENDANGERED ENDANGERED ENDANGERED
OR THE IN WATERS OF SPECIES THAT SPECIES THAT SPECIES THAT
DISCHARGE IS THE US ONLY MAYBE MAYBE MAYBE
IN A SPECIAL AFFECTED BY AFFECTED BY AFFECTED BY
AQUATIC SITE. THE PROPOSED THE PROPOSED THE PROPOSED
A PROJECT. PROJECT, PROJECT,
DBLVJF.ATION PROVIDE PROVIDE PROVIDE
OFTHE
CTED ' RESPONSK RESPONSE RESPONSE
AFFE
SPECIAL
A C SITE
• I WRITTEN CONCURRANCE IS REQUIRED FROM THE DISTRICT ENGINEER ONLY. BEFORE WORK
CAN BEGIN. 'NONE IS REQUIRED FROM THE NORTH CAROLINA DIVISION OF WATER QUALITY AND
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT.
2 THIS MEASUREMENT IS TAKEN BELOW THE ORDINARY HIGH MARK OR TIDE LINE.
19. MINOR NO NO NO NO NO YES. AEC
DREDGING
M. QLL SPILL NO NO NO NO NO AEC
CLEAMP APPLICCATION
REQUIRED.
GENERAL
CERTIFICATION
ISSUED WITH
CNDTIONS
21. SURFACE YES, MUST YES YES, TO
DETERMINE YES, TO
DETERMINE YES, R MINE
OETEMRJE THIS
PERMIT IS NOT
COAL MINING INCLUDE A
DEL1NEAT10N THE PRESENCE THE PRESENCE THE PRESENCE AVAILABLE IN
OF AFFECTED OF OF OF COASTAL
SPECIAL ENDANGERED ENDANGERED ENDANGERED COUNTIES
AQUATIC STTF.S SPECIES THAT SPECIES THAT SPECIES THAT
INCLUDING MAY BE MAYBE MAYBE
WETLANDS AFFECTED BY AFFECTED BY AFFECTED BY
THE PROPOSED THE PROPOSED THE PROPOSED
PROJECTS. PROJECTS, PROJECTS.
PROVIDE PROVIDE PROVIDE
RESPONSE RESPONSE RESPONSE
22. REMOVAL NO NO NO NO NO YES. AEC
OF VESSELS APPPLCCATION
REQUIRED.
GENM AL
CERTIFICATION
ISSUED WITH
CNDTI NS
NO NO NO NO NO YES. AEC
23.
CATEGORICAL APPPLCCATION OTHERWISE
MUSTJUST
EXCLUSIONS REQUIRED. PROVIDE
GENERAL DESCRIPTION
CERTIFICATION
ISSUED WITH OF PROPOSAL
CONDTIONS
NOTIRCA7ION
REQUIRED
24 STATE NO NO NO NO NO PENO, TH3S

NOT
RM"
ADMINISTERED
A
AVAILABLE IN
SECTION 404 COASTAL
PROGRAM COUNTIES
25, NO NO NO NO NO YES. AEC
STRUCTURAL APPLICATION
DISCHARGES NEEDED
GENERAL
CERTIFICATION
ISSED WITH
CONDITIONS
HEAD
26 YES, BUT ONLY YES, BUT ONLY YES, TO YES. TO YES. 70 YES, AEC
,
WATERS FOR IMPACTS FOR PROJECTS DETERMINE DETERMINE DETERMINE
4SOLATESD GREATER WITH GREATER THE PRESENCE THE PRESENCE THE PRBSENSE
WATERS THAN ONE
ACRETOTAL:; THAN ONif
T14MD ACRE OF
WNDANGERBD OF
EFNDANGERBD OF HISTORIC
PROPERTIES
NOTIFICATION FILL OF SPECIES THAT SPECIES THAT THAT MAY BE
MUST INCLUDE WETLANDS OR MAY BE MAY BE AFFECTED BY
A 150 LINEAR AFFECTED BY AFFECTED BY THE PROPOSED
DELINEATION FOIST OF TIIE PROPOSED THE PROPOSED PR0J5CT.
OF AFFECTED STREAMS PROJECT; PROJECT; PROVIDE
SPECIAL PROVIDE PROVIDE RESPONSE
AQUATIC RESPONSE RESPONSEE
SITES.
INCLUDING
WETLANDS
YES
NO
NO
NO
YES, AEC
27. WETLAND NO
ORA N
NO
NO
NO
NO
NO
YES. AFC
28.
MODIFICATION
S OF EXISTING
MARINAS
29. SINGLE
YES .MUD
NO
YES 0
YES. TO
YES ,10
NO. 1'MS
FAMILY
HOUSING INCLUDE A
DELINEATION APPLICATION DETERMINE DETERMINE DETERMINE PERMIT IS NOT

OF AFFECTED NEEDED
GENERAL THE PRESENCE THE PRESENCE THE PRESENCE AVAILABLE IN

SPECIAL-
CERTIFICATION OF
EFNDANGERED OF
EFNDANGERED OF HISTORIC
PROPERTIES COASTAL
COUNTIES
AQUATIC ISSED WITH SPECIES THAT SPECIES THAT THAT MAY BE
SITES, CONDITIONS; MAYBE MAYBE AFFECTED BY
INCLUDING NOTIFICATION AFFECTED BY AFFECTED BY THE PROPOSED
WETLANDS REQUIRED THE PROPOSED THE PROPOSED PROJECT;
PROJECT; PROJECT; PROVIDE
PROVIDE PROVIDE RESPONSE
RESPONSE RESPONSE
32. COMPLETED NO NO NO NO NO YES
AEC
ENFORCEMENT APPLICATION ,
ACTIONS NEEDED
GENERAL
CERTIFICATION
ISSED WITH
CONDITIONS;
33. YES, MUST YES YES, TO YES, TO YES, TO YES
TEMPORARY INCLUDE A DETERMINE DETERMINE DETERMINE
CONSTRUCTIO RESTORATION THE PRESENCE THE PRESENCE THE PRESENCE
N PLAN OF OF OF OF HISTORIC
REASONABLE EFNDANGERED EFNDANGERED PROPERTIES
MEASURES TO SPECIES THAT SPECIES THAT THAT MAY BE
AVOID AND MAY BE MAYBE AFFECTED BY
MINIMIZE AFFECTED BY AFFECTED BY THE PROPOSED
IMPACTS TO THE PROPOSED THE PROPOSED PROJECT;
AQUATIC PROJECT; PROJECT; PROVIDE
RFSOURSFS PROVIDE PROVIDE RESPONSE
RESPONSE RESPONSE
34.
CRANBERRY NO YES NO NO NO NO, THIS

PRODUCTION PERMIT IS NOT

ACTIVITIES AVAILABLE IN
COASTAL

35.
NO
NO
NO
NO
NO COUNTIES
YES
AEC
MAINTENANCE ,
DREDGING OF
EXISTING
BASINS
36. BOAT NO NO NO NO NO YES
AEC
RAMPS APPLICATION ,
NEEDED;
GENERAL.
CERTIFICATION
ISSED WITH
CONDITIONS
37. YES APPLICATION YES, TO YES, TO YES, TO YES
EMERGENCY NEEDED DETERMINE DETERMINE DETERMINE
WATERSHED THE PRESENCE THE PRESENCE THE PRESENCE
PROTECTION OF OF OF
AND EFNDANGERED EFNDANGERED EFNDANGERED
REHABIITATI SPECIES THAT SPECIES THAT SPECIES THAT
ON MAYBE MAY BE MAYBE
AFFECTED BY AFFECTED BY AFFECTED BY
THE PROPOSED THE PROPOSED THE PROPOSED
PROJECT; PROJECT; PROJECT;
PROVIDE PROVIDE PROVIDE
RESPONSE RESPONSE RESPONSE
38. CLEANUP YES, MUST YES YES, TO YES, TO YES, TO YES
OF INCLUDE A DETERMINE DETERMINE DETERMINE
HAZARDOUS DELINEATION THE PRESENCE THE PRESENCE THE PRESENCE
AND TOXIC OF AFFECTED OF OF OF
WASTE SPECIAL EFNDANGERED EFNDANGERED EFNDANGERED
AQUATIC SPECIES THAT SPECIES THAT SPECIES THAT
SITES, MAYBE MAYBE MAYBE
INCLUDING AFFECTED BY AFFECTED BY AFFECTED BY
WETLANDS THE PROPOSED THE PROPOSED THE PROPOSED
PROJECT; PROJECT; PROJECT;
PROVIDE PROVIDE PROVIDE
RESPONSE RESPONSE RESPONSE
40. FARM NO YES NO NO NO YES
BUILDINGS
DWQ ID: 000863 CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFCATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER
QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD,
RALEIGH, NC 27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: _C,_?Vo O't K a l e_ i a ln -
2. MAILING ADDRESS: 2 ZZ W1
e
-SUBDIVISION NAME NSA
CITY:
STATE: IU G ZIP CODE: Z 7 6 0 Z
8
PROJECT LOCATION ADDRESS, INCLIUD?Ni'G SUBDIVISION e ?G. E Fe?DEFFERENT f-w FROM
MAILING ADDRESS ABOVE): CA ,e C R a
Noble RAJ a? ?aIe??? 03lval,
Vic LeLvoc.
3. TELEPHONE NUMBER: (HOME) _T /IS (WORK) j8'0 .3Z'7-3
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
H5Mtj - isOS (Java ?o Dp ive .303
aI'e.; k. Aj
( cl I9)v878-SZ5o
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
w4 r
COUNTY: W a E? - NEAREST TOWN: P'a / e- I, ?_
6. IMPACTED OR NEAREST STREAM/RJVER: C a w O 1 !t e °e C
RIVER BASIN: I/ P u-4 ? ?Z i U C As
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ( ) NO NA IF YES. EXPLAIN: -
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIROMENTAL CONCERN (AEC)? YES ( ) NO ()<)
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES( ) NO (X) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO t>6 IF YES, DESCRIBE ANTICIPATED WORK:
N/
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 2 C. 7& At _c- s,
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
'S Z o A G s .
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
F ?° .
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)

FILLING:._ 0v, EXCAVATION: ?? D h
FLOODING: ?a OTHER : Noa JUJ4 I . S3 /? c 5 .
DRAINAGE : _ N C) 14 p TOTAL ACRES TO BE IMPACTED: 0 'C" C C. I s3 c s . ?a??w? ,4r«)
oaa w4?k. a/0 C' v- °?-xfS i we ?k ?
iob_ (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: EIA __Fr AFTER: N?...__ -FT
WIDTH BEFORE (based on normal high water contours): FT
_ / A FT
AVERAGE DEP'T'H BEFORE: AFTER: A?
(2) STREAM CHANNEL IMPACTS wXLL RESULT FROM: (CHECK ALL THAT A??P??P??L??Y)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: AZL
CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING:
OTHER: /
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A- WHAT IS THE EXPECTED
POND SURFACE AREA? N /Q -
12. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (, T7ACq PLANS, 81/2 BY 11 DRAWINGS OI?11.Y)

' r rn
64
aOLL04 is M10#Mf3e_
en
4 4 &. a; / .
yC% Ru
13. PURPOSE OF PROPOSED WORK. _
u e wend ep ,
tt of %S vw,dav,ce

14. STATE REASONS WHY 1T IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDSI (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) ivo-l'rl -C'a4'L - r. a K-!Ajs " '?? A. I :.R rkv-
?S Retnw, casann&N 7'. ?a?.? ?as been ?-,? (Te?-".-
cjte,5t jam.. 6t' 7-k(% +fk-ai` ?d p"inr• W24 (Q k /
v?? /? , 01
S f 'd r. ,
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
- NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMIT AREA THAT MAY E AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: Z ! f q b
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHI H MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
Z- ?qgg
'L'
17. DOES PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO `T) (IF NO, GO TO 16)
a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) NO ( )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29,
AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
BY PRODUCT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPPOERTY?
m i Y -P d u S to - P,.Q 6 t de v%? r a 1 V 0 C 'to Ro io eX

f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
V Z&
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WTLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
MANAGEMENT PROGRAM,
O R'S/AGENT'S SIGNA DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
TRANSMITTAL SHEET
FIFTY YEARS
HAYES, SEAY, MATTERN & MATTERN, INC.
ARCHITECTS ENGINEERS PLANNERS
TO: NC 0;Lj `j;6jj
t0: 1'j 12 , o h h ?d h ?l _
Date _ T'..._
4AW 2760"-7
RE: r,.._
Comm. No. 7 SZ 2,
Your Letter
We are sending you Se copies of the following enumerated ?w Prints ? Sepias ? Shop Drawing
? Samples ? Brochures ? Cat. Cuts (, /a I; ;ph LettersCi) ? Specifications
OUR COMMENT:
(7) S-e4S o ??2Gw?k3S 000863
(7) Ut4.?C?) ha Arrlt`Cg41CV-,-
(-T ) t o,4-r-)-D4-4cp? Le-W evz--
JUN 2 9 20
Distribution
1.-
2._
3.
4.
5.
For Your
Action ? Corrections ? General Information
Request ? Resubmission ?
Transmitted By ? Mail
? UPS I
HiNK) Dfd -'vflQf
1315 Franklin Road, SW
P.O. Box 13446
Roanoke, VA 24034
540.857.3100 Fax[phone]
1030151, Street NW
Suite 500
Washington, DC 20005
202.371.5200 Fax[phone]
448 Viking Drive
Suite 145
Virginia Beach, VA 23452
757.306.4000 Fax[phone]
1305 Navaho Drive 145 North Church Street 181 E. Evans St., Suite 23
Suite 303 P.O. Box 2646 BTC-105
Raleigh, NC 27609 Spartanburg, SC 29306 Flomnce, SC 29506
919.878.5250 Fax[phone].585.0185 Fax[phone].669.4491 Fax[phone]
Wrightsville Building, Suite 110
2300W. Meadowview RAd
Greensboro, NC 27407
336.855.8422 Fax[phone]
6201 Fairview Road
Suite 400
Charlotte, NC 28210
704.553.6150 Fax[phone]
8811 Timberlake Road, Suite 106
P.O. Box 4579
Lynchburg, VA 24502
804.239.9200 Fax[phone]

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KI ANIS ~ INSTALL ANbARD AI DESI N AL~1 ~o norils I ~ 2°0 PROPOSED TOPO
. - ~ B CH LOCA UNL S OTHEp NOTED.
SEE DET ~ S DETAIL III ` 1 x259. SPOT ELEV.
/ \ D28
~ / ~ / ~ TRAIL ~[J SITION 0 ' z 1 I ~ ~ wiz+oo STATIONING
P,JF EXI TRAR - EE
/ / _ D AIL Do \ \ \ ~ ~ \ I\ I I ~ 1 I I I 1 I ' ac - ,a+os.,s POINT OF CURVATURE
/ ~ \ \ I I ~ ` ~ PT ~ 12+54.15 POINT OF TANGENT
~RA RECEPTA
I SU LIED BY 1 1 I p• I ~ ~ P NG ~ ~ SF-SF- SILT FENCE
/ I TALLED 6 \ \ CONTRACT - ~ / I~ 11 / / SE ~E / ~ ~ I
~ 2 I ~ ~ \ AR
LEIGH ITY~O D28 ~ , -J I '0~ INDE N 1 5.1
\ C ~/ice- ~'1~J
\ / I ~ ' \
/ ~L / / \ ~ ~ ( ~ E~ . RIDGE ~ ~ \ / I
SEE SHE 0. C18 F R
~ \ / j ~ ~ / ~ XIST. TRA ~ \ \ PLAN R FILE 0 THIS
\ LOCA N F R M E DETAIL
/ I I 1 I
~ ~~i~ , ~
~ ~ ~ ~ / / ~ ~ EXIST NWi~Y ~ ~ ~ ~ 1
\ ~ \ / / ~ / \ \ i \ ~ wS~ I 1 AREA G
~ \ i BRr I \
~ \ ~ ~ ~
/ / ~ s ~ ~ i / ~
U ~ \ ~ ~ / ~ o I ONS'fRUC N ENTRA E MAY
z ' / / / / BE LOC D AT iH ND OF
NOB D. CONTR TOR SHA
I ~ / ~ / BE SPONSIBL OR ALL
1 D AGE TO STING TR \ 25a~ \ / / / / \ ~ I /
NOTES
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. N
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. .D (SEE SPECS.). DESIGNED cam, CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, EfC. WILL BE CONSTRUCTED TO 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GRADES. ;UCTED TO EXISTING CRABTREE CREEK TRAIL
DRAWN NC RALEIGH, NORTH CAROLINA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM SITE
6. TOPOGR4PHIC INFORMATION PROVIDED BY WAKE COUNN GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED ,J~ ~~'Y
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS (LAGGED. IF JUDGMENT IS r•=so• HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS 1"=50~ N0. 7522 RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEEP L~

\
LEAR & OVE DEB S
J ~ 25fl0 ~p FROM EX . CHA N S ~ ~ o . o-
~ s \ / FOR P ITIVE DRA AGE 9~ D P E ~ae.e , ~ _
\ x IN XIS . ALE - s y,~~ O~IBL ONST. E ACE ACE \ ~
\ ~ k, ~2 L ATI ~ \ INSTA STANDA TRAIL A AL BUIC .
\ \ 3 DE N IN ALl C TIONS CO A TOR U OBTAI ~ ~ , ~ o OBTAI ~ a
~ ~ U ESS 0TH ISE NOT P I~10 FI ,AND . J ~ ~ \ E DETAI ~ A BE R 0 BLE 0 AND
' BLE 0 ~ ~ T E
~ ~ o2s A D T SIT E,FI ~ \ DE \ ~ PARKING ~ A~ SMITN BUIC
AREA O ~h
~ ~ ~ 5~ HDPE ACE 2s \ ~ IND \ \ IN XIST WALE \ ~ \ xl .5 C~
~j X'°°~' _ ~ LOCAT
/ \ / 7 \ EXIST. GR NWAY /1" ~ - \ c Q, ~P
- .
/ ~ / 12 ~ x t99.o 9
~ -9 \ IND ED N 15. N 15.13 -N-
- 39 / / ~ i S L~ROCK PARKI
CK DAM- 2 SEE DET L \ A A ~ ,
- 029 7 \
J N0. 18 FOR ~ ' SEE T \
P PROF OF THIS \ \ KEY MAP PARKING
C ON F MORE D AIL $ \ AREA NO SCALE
\ ~ \ ~ \ F
~ \ ~ PARKIN I PP GN SU LIED BY CITY INSTAL PE IAL C01~&.
~ ~ ~ \ 1 ~j EE EET N0. OR AR ARKING / (I ALLED BY NTRACT R) TRAIL SI UNDER B GE r2 ~ ~ AREA _ S TAIL 3 - S DETAIL
2 P & PROF 0 IS ~ INS W J_ / s INST L TRAIL SIGN __1 o2a
J CATION F MORE IL ~ BE C LOCATION ~ ~ A STONE SEr ~2s
~ E DETAIL \ ~ ~ ~ S . 14+45 D
x 1 .3 \ \ 028 ~ OR m EXIST SS MANHOLE . ~t
• \ SEE SEE bE x 206.4 ~ TRAIL DE w/ TRAIL EDGE
\ ~ / ~ ~ \ 200.5 x ~ / ~ \ ~S CE AIN E
/i\ \ ~ 50 A TRAIL CENTERLINE
\ ~ xis .e A ~ OP. ST EXISTING . 3A ~ ~ S E DET L SIDEWALK
OF 4 DR ~ c~ TRAIL SHOULDER
/ / \ 9 / x - SEED AIL 3 ~ 3 _ _ 100 1973 o2s ~ o TRAIL ASPHALT
02.5 \ ~ _ 4 / \ y,
\ ~ \ ~ e 6218 ~ ~ . ~ ~ ~ CROSSWALK
o~ . zo \ \ \ A~ I _ ~ ~ -TRAIL PIPING
~ ry / K ~ 5 CONC. IDEWA
~ ~ ~ NOTE; , ~ ~ x207.8
ALL ST BED ~ ~ / SE \ ' , ~ - ~ ~.,e„a.,~ x' = BOARDWALK ~ ~ ,
-f \ AS WI ECIFIED \ \ / \ ~ ~ \ ~ ~ _ gee _ EXIST TOPO
\ ROUNDC R MIXTUR - \ \ / /
SEE DET s , \ \ \ ~ zso . g PROPOSED TOPO
~ 029 ~ ~ \ / \ ~ ~ ~ ~ f / \ - - ~ ~ - - ~ ~ ~
\ \ \ x25s.~ SPOT ELEV. f _ H ~ ;
^ 4 35A ~ ACE IN ~ ~ -f- ?sr ~ ~ ~ 12+0o STATIONING
22 PARKING ~ ~ ~ / \ AREA ~ J ~ N T ~ ~ t ~ A TION ,
y TH CITY OF H MA ~ - ~ ~ ~ ~ ~ ED TO AC IRE ~ ~ : ~ ~ PC = 13+06.19 POINT OF CURVATURE
~ ADDITIONA EASEMENT 0 ~ ~ ~ 53) ~ ~ \ i--
\ ILL IN SAP WEE ^ ~ ~ J ~ ~ ~ PT = 12+54.15 POINT OF TANGENT
202s x \ G AY LOCA S~ x 201.4 \ - ~
SF-SF- SILT FENCE EXIS ENWA
J ~ ~ K ~ 5' CO ~
~ 2m. ~9 ~ P/A 2A \ ~ p (1
n, ~ R G ~ ~
~ ~ ~ A ~ o / ~ -
/ / k / 202.8 ARKIN 97 ~ ~ - c4 -
8. x AREA __s___ Erb zo~.s
J = ~ 0~'tL I~\
~ / PARKING 203.2x C - LOCATION OR
~ AREA 6A 2os.o x ~ MORE TAIL
/ ~ ~ ~ ~ ~
0 ~ PA ING ~'0
\ P KING x x REA O 2os.
x203.4 / \ AREA 20,.4 201.4 \ y \
5
~ ~ \ PARKIN 8
~ / P A \ / \ \ OD4 ARE x 203. \
/ x \ ~
208.5 \ \ / POOL \ J \ / \ - S /
/ / \ ~ x206.4
~ 2500
/ z13.s \ 2.44A 997
/ o ~ 2 O PARKING / ~ PARKING ~ o ~ PARKING
ARKING \ AREA \ ~ AREA ~ 05.9 pd AREA
AREA / 4869 x M
P/A 208.3 P/A 6 ~ \
I' 2 ~S ~ D4 S
x 2as.8 33 PARKING o ? ~ ~
AREA ~ ~ / J ( 206., / G
~ ~ ~ ~ ~ 20 . x PARKING S'
z --s ~o PARKING . s AREA T
^ ~ AREA ~ P~ KING
° ° 0 AREA
N m
m Qi
m
° A T W N BOUN ARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. 1. CONTRACTOR TO VERIFY C UAL ETLA D D
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
0 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED S ~IGNATED (SEE SPECS.).
DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. ° 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTE CONSTRUCTED TO EXISTING
N / DRAWN NC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES.
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
4
H Z 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100' 1 "=50' HAYES SEAY M T SCALE COMM.
r A TERN & MATTERN INC. ~ 1 "=50' NO. 7522
' 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
H REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEEP L2

\ a
~ ~ R 0.73A ~ 2500 ~
P KING \ J / 2139 a 0 , o
\ AREA ING PARKING J \ p l°`~ R AREA ~ ARIA
~ 2500 \ ASE
_ 3147 \ •
x 203.8 x 204.6 x 203.2 ~ ~ .10A ~ 15 PLACE I \ ~ PARKI °M ~ NG
N E PARKING ~ ~ O v r' o
~ \ f ATION 2 \ ~ / AREA \ ~ J 1 ~ AREA
~ ~ i 2 ~ ~ s ~ ~ / a o
~ PARKI o \ C 105.0 p
\ A A \ \ \ ~ ~
I ,
31 \ ~p ~ ~ ~ D 1
~ 2.74A ~ ~ ~
x 2oo.a \ \ ~ ~ -N-
~ SEE SHEET N0. 2 \ \ \ 509 - (S ~ ~ C21 FOR PLAN & ~ 2o7s x
~ - \ EXIS GREENWA \ 7084 \ \ ~ \ OFILE OF THIS
9 0 ON FOR \ PARKING \
\ \ MORE D IL CL & RAM ~R AREA ~
\ ~ OM ISTI ~Ck17~NN K 201 PARKING KEY MAP
FOR POST E DRAT \ ~ INSTALL STANDARD IL ~ AREA >IL x 202.9 x 204.6 NO SCALE
\ \ - DESIGN IN ALL LOCATIO \ \ \ \
\ \ ~ \ NLESS OTHERWISE NOTED. 00 \ ~ TED. NOTE: THE CITY OF RALEIGH
\ \ K ETAIL 1 77 2 \ D26 ^ MAY NEED TO CQUIRE ADDITIONAL EAS MENTS TO
\ \ FILL IN THE GA BETWEEN
\ 0 \ / ~ ~ \ GREENWAY LOCA IONS.
(S 11 \ \ \ \ \ /
\ i \ ~ PA IN~ \ ~ ~ OR ® EXIST SS MANHOLE E~-T
g \ x~ (3gs REA \ \ ) ~ SEED ALL DISTURBED Q ~0 PARKING 8 IT~ SPECIFIED TRAIL EDGE AREAS W
~ ~ P RKING GROUNDCOVER~MIXTURE AREA
\ \ \ \ o \ \ REA ~ -SEE DETAIL 2.17A TRAIL CENTERLINE s 'ti
~ \ x \ \ ~ 0 029 EXIST. GREENWAY n
\ .s \ ~ TRAIL SHOULDER 2500 ~ ~
.47A 1 \ ~9 ( ) 3g ) 0867 x zoz.s ~ 6 TRAIL ASPHALT
205.3 IN A L CATC B SIN TH 18 E .7 0 q
586- ~ IPE FIELD A S \ \ ~ CROSSWALK
1815 ,~o \ / \ 1.17 203.5 LO TIO TO TCH LOW sp 1~ \ x ti ~ J NSTAL PROP. .FENCE
O A R ~ g \ ~ P INT I P ING ARE ( FIELD JUST TR 0 TRAIL AT K OF - ~ TRAIL PIPING
K 20x.1 EXIS . M.H. LOC IONS. NO \ ~ \ 25 -SEE E IL 4 \ ~ 0 BRANCH EE D ~ SUPPLIED BY CI
A CURRENT ~ \ 8 \ D28 2500 \ ~ 13 CATIONS E SHOWN ~ x a . 5 ~ BOARDWALK
9 41 \ ~ 0 2 I ALINED BY CONTRA TO ~ NG ~ DETA 3 _ z-~e°e _ EXIST TOPO
PA ING ARE ACC AT . FIEL VE FY ~ ~ PAR NG \ ~ i \ 2 EA v
EA ~ (0.31A) x~5 \ \ ~ PROPOSED TOPO NSTRU ON ENTR CE
/ ~ ~ PAR NG ~ \ ' HDPE P CE IN SE AIL s zoos
2 \ \ 1 \ A 2 5 \ 6p x \ ~259.~ SPOT ELEV. . SW E o
37 6 x \ \ LOCATIO
13 \ 9 ~ \ vN ,2+ao STATIONING TR
v v v ~~v A\ \ x ~ K G v~ .1 TAIL PC = 13+06.19 POINT OF CURVATURE
~ x 205 \
PARKING ~ ~ \ \ / ~ ~ PA 'I PT = 12+54.15 POINT OF TANGENT ~ ~
AREA 2a4.4 1 K D4 0 ~ \ \ \ ~ EA ~ '
x20 ~ \ \ g ` ~ ow SF-SF- SILT FENCE ~ ~
W ~ 203.6 ~ (ig " c9 / ~ ~ \ 8) _ ~ ~
~ 2 .3 ~ ~ g4 \ ow 94 ~
(•6) ~ \
o \ PAR G / \ \ B CH L ATI 20 .
~ ~ A A 2 \ CU & C EAR ROP. N \ \ ~ ~ SEE DE x :MOVE EBRI ~ ~
CH F R P SITIVE D AG ~C EMOVE EBRI c 0654 OR PA K G AREA ~R ANNEL, ANNELS „ o2e \ \ x
\ 3 F P GE GE
~ ~ ~ \ EXIST. E WAY ~ ~
\ \ x PARKING \ ~ \ ~
~ 2 o ~ AREA ~ \ J ~ _ ~ ~ .23A
1 \ 198.Sx x 205.0 / ~ 19 i 1 a 197.
\ \ - ~ / / n \ 1! 2500 ~
PA / ~i ~ PARKING / v ~ \ Q \ ~ 2577 \ D ~ \ x T \ '°°A 2597 t~
~ AREA PARKING \ ~ C AREA S' \ y ~ /
/ ~ ~ \ ~ ~ ~ + ~ x \ \ ~ ~
\ \ /
\ ~ \ \ \ ~ \ (~8 \
6 4 ~ o \ 0 \ P/A \ ~ \ \ ~ ~
~9 0.43A ~ c ) 8 \ ~ \ ~ 18
\ \ \ \ \ _
\ r- \ 1198.4 2500 I K \ \ \ LOG
~ 13.2 \ 0448 2os.i x zoz.s
l 5 200 ~
1~ \ K ~ In `Z 0 I ~ ~ ~ ? \ ~ ~
rn ~ PARKING ~ PARKING x,s~ ts7 200. X~`
2455 AREA ~ AREA /s~s x 1ss. / L ~ S S N . ~
~ 147 ~ _ \ ~ 22 FOR P \ x ~ -
w ~ 1s \ ~ FILE THIS \ ~ -
~ (78) 77 ~ \ Q ~ \ J ~ x ~ L`QE OR ~
\ \ ~ ~ \ 198.4 x ~ ~ OR ETAtI: \ 198.4 \
\ \ \ (p \
.69A g 2500 ~ ~ ~ \ \ x 201.2 I 5 o ~ (0.44A) \ \ \ \ \
0 1 s/18/0o AS PER DWQ COMMENTS GsL cwA
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY 1N THE FIELD PRIOR TO CQNSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. °
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STQPPING LOCATION.
a 9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED M1X. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS. . EE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTII D TO EXISTING
GRADES. DRAWN RNC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. W
w CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m
MATCH PIPING TO DITCH CENTERLINE. U APPROVED JLM
J a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
Z SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100'
1"=50' HAYES SEAY MATTERN & MATTERN INC, SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST,1999 SHEET L3
u_

AREA o \ / [ / / ~ T R TRAIL PAREA G D4 e /
~zos.e / T S L 40' ~N
2~ - J O ~ / / / ~ HER AIL ROAD
N / / / D3 .2o~.z
2500 ~ P K G AR
X18" E PLACE ig" pK hN EXI T. BEFORE CROSSING R/R A A
97 ~ LE AL CA / j/ ~ FR3T NOTIFY CSX 0
RAILROAD AND
E .1 ~ / / ~~~j / h PERMI BE 0
~ UCTION. ' v ~ \ ~ 4A
/
i O
R AN REPLACE ~ NO E CITE F RALEIG
+ ) / / 2500 MPER A k~ N / B 049 UNDE MP S L-O~T N Y NEED T ACQUIRE
UNDE RAIL. EET NO pd DDITI NA ASEMENT TO
X42 INS lL STAND D TRAIL 12 OR D IGN IN A LOCATION CONS CnON E LESS O RWISE NO D - SEE TAIL 12 OR MORE TAIL FILL I E GAPS B EN ~ / GREE AY LOCATI S.
ST CTION EN
SEE ~ e TAIL B
D28 9 9 NCH LOC 0 -
SEE D T KEY MAP E ~ NO SCALE
o ~ 1 HOPE PL E I E SEE EET N0. 2 FO 2~4"~ ALE LOC 0 E RGEMENT F THIS N0. 2 FOR o28
31 ~ CAPON F MORE :NT F THIS ® / MORE AIL
AR ND 0 E C STRUCTIO ENTRANC
KRIS 0 EXIST. ~ Zo2z .z E DETAIL s
CHANN~ OR P SI 1 ss. N D29
"~9~~9 DRAINA LAC 'LAC
~ ~ I XIS + I 12" PE LAC IN EXIST. ~ OR m EXIST SS MANHOLE
INDX 175.17/ ~ ~ / S lE LO AT TRAIL EDGE 0
L71 ~ i
REAS WI DI SPEC L TRAIL CENTERLINE O
EE D AIL ~ N TRAIL SHOULDER
8g 029 ~ ~ ~ ~ Rqe EE ARE K
TRAIL ASPHALT
L 3 3k za 20 3.15A a ~ CROSSWALK
IST. GR A 3k ~ ~ ~ ° 196.2
_i TRAIL PIPING 5
~
zo5. BOAR DWALK
1 ~ F M EXI NE i , . x 9711 ~ = _ EXIST TOPO
,~sa.i A ~ VE D IMAGE. EXIST. G NWAY SEE EET N0. 4
4 ~ 280 ,~s.a PROPOSED TOPO IL
IN XED/0 / s ~ SP CIAL 7RAI E L 0.79A DER BRID p 1ss.e
171 7 x X259. SPOT ELEV.
_ 2~0 ~~~~~f \ ~ ~
315 \ / ~ ~.e ~70 ~'~s+oo STATIONING
/ ~ 1 W PC = 13+06.19 POINT OF CURVATURE
I ROCK CK
mss-.- PT = 12+54.15 POINT OF TANGENT ~ o1.a ~
29
SF-SF- SILT FENCE
~ ~ ~ ~ l/ ~ l/ i ,A zs
i ~.OOA \ ~ / / Zf~e x 199.8
W \
~ EXI . GREENW O
~b?7 ,~qrl~ 1 / $1 / / / ~ 2500 / ~ \ ~P~\ ~ E~/ / P
SHEET . C2
LAN do P FlLE OF S
\ \ , ~ / , ~ / 250 OCAl10 FOR MOR ETAIL 1~
/ \ ~ ZOl.2
/ / \ / 9023 9 ^ n
/ / / 206.2 V 20{.J
0) r
_ ~ ~ ~ / i~ ~ 11 /~/n >>4 Zoe
44 1
--~~~ii zo.2 - PARKING iii ~ //l ///I ~ PARK G
AREA A A zols
~z9 / / / / zws ~ _f PARKING xa.' /
- ~ ~ / / / I'~ ~ AREA ~ A 2500
a9~ ~8 2s~ 2974
(1. 7A) J
~ J
i-~ ~o xzo .1 500
23~ PARKING 4
~ / \ \ PARKING ~7-~ / ~ ~ AREA zoz.e 3 ~'W \ r '4 AREA
~ x zoa.
/ I~ ~ \ ~S PARKINR N
" vsp 25~2~9 z~,~ / \ AREA ~ / co PARKING ~ PAR ING
AREA S AEA q
4812 ~ ~ ~ ~ T O ~
NOTES
1 9/18/00 AS P GSL GWA ER DWQ COMMENTS
1. CONTR4CTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
o BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10.CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPE D (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
71. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, EfC. WILL BE CONSTRUCTED TO 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF R4LEIGH, DATED 7/98. GRADES. UCTED TO EXISTING
DRAWN NC RALEIGH NORTH CAROLINA
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNN GIS ANO IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1"=50' HAYES SEAY MATTERN & MATTERN INC. SCALE coMM.
7. SAVE AlL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1 "=50' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L4

~...s... ` ~ w f
" - r; NOTE: / '
15 HDPE. PLACE .IN"EXIST. _ . 1~ HDPE. PLACE-JN_..EXIS~...- - _w. ~ POSSIBLE CONSTRUCTION ACCESS ' J . .
WALE OC AT1~N _ SWALE..I~OCATION , S _ ~ - h - IN ALL TRAIL ESIGN W y MAY BE OBTAINED ALONG EXIST. • % '
1~A-STON TkIIS._SECT_".N-y` Y' SEWER- EASEMENT FOR THIS SE~'10N ~ > ,r - - . f - - t, ~ m , - OF-TH€- TRAIL. CONTRACTOR SHALL ' r'
- ETWEEN A. 64+10 ND ~ , STA. 72 0. SEED AIL . l,,. . r ~ --BE RESPONSIBLE FOR ALL DA AGE , ; r r - -
_ SI'A'fION EGIN - TQ--EXISI..SEWER EASEMENT. r ,
x 2 ,~ALTERN E TRAIL y D26 - - , . r i / .
r i .9 5 ~ - _ ~ `i Z ;
n ~ THE CITY OF RA ~ IGH r~-~ ~ MAY NEED TO RE-' - ~I
~ \ x ~ f I ~ x ADDITIONAL EA S F-OP{ r' ~
w r _ EXIST. AY p 193.8 w ~ AY ' THIS SEC110t~j'' (ZF E' TRAIL. lr/~' / ~ ~ .
r"N 92.2 j c i' ~f ,
i ~ i i~ i t / i i i i i / i i i i ~ i i i~ i~ i~ ~ ~ i i
/ ~ - ~ SE SHEET.•N6. 4 .F~R ~ - I
/ ~ ~ i~ / ~ ~ f PLAN,-8s FsRpFILEJ;t~` THIS , : , . ~ ~ , '
r' ~ NCH LOC ON - , ~ r, ~ _ _ 197. x -SEE DE IL ~ ~ ~ ' ~ ~ ~ , , , LO ATf~I~ Q&~M,fjRE DETA1C ~ , ,,r - . ,
. _ D28
~ T '~~r,;'` i` ice' ! - ~ r
_ r' ~ f '
%f'%,~%' _ TURN THE TRAIL SHARPLY ~ ! I KEY MAP
1 ~ = ;:-.r ~ ~ ~ AI~tD- GRADUALLY INCREASE j NO SCALE
- = THE GRADE UP ~FkIE
/(~~u'`~ ~ ~.i'r~ _ ~tiT V11 ~ , - - HILLSIDE, ' r" r I I
~ i r ~ r i ! ! ~ / r'~ r~• 1 t
92~ ~ i 0` ; ~ i ,
_ _ ~ i ~f ~ I
_ - , :,,f ; ,`,tl . ~ . _ PARKING AREA ~ ; ; ~
! r ~n _ _ r', ~ - ~ w .fit,. . -1;.~~~,~': r',~~ ~ ~ ~ OR m EXIST SS MANHOLE , r j ,
d _ " ~ CLFAR ND REMO DEBRIS Y , EXIST GREENWA ; ~ , ' ,r,/~,; , PROTECT LARGE AMERICAN ; r,r; I
Fr~O E 1~S ~ , , ~ ` XISTING AC1N~ ! , x 196. i ` C~H TREE IN THIS TRAIL EDGE ~ , ' ~ t` J` ~ ~ O~XIMATE LOCATION. j i ~
- ~ , FO POSITIVE ~ AINAGE. ~ ; r `~~t ~ - ~ - TR LL BE P cED bN - TRAIL CENTERLINE ` . ~ ;
9a.2 ~ , x t . i } f ~kei~/i I ' I 'r' zsz.~ UPHILL
/ , ti i r; ; , > OVtiz-~ ' I ' , `j'' ` X ~ ~ % TRAIL SHOULDER
_ r ~ ~0 ~ ~ ~ r RRE IONS ' ' DEPA MEN OF ~r- ; '~rr`'' ` ; , ~ ~f I ~ TRAIL ASPHALT ~r~r?'~~~~ 'f~ i ~,~j ^ 'e'll j i'. ~ I' ~
97.9 r ~ ' ' ~ I i F KING I ~ i f' 1 CROSSWALK
98.8 ~ ~ ~ ~ \ , ti j xt .6 ~ ~ V ti ~ i~ ~ l I~ l i i~,~ j ~ , AREA ~ ; , ; ~
NOTE: ~ PARKI AREA ~ ~ , ~ , ; ' i ) ' ~ ~ } ` ~ ~ `55 ROWN PO` TIC ~232.~ ~ - ; TRAIL PIPING '
THE CI OF RALEI - x 1 I , , ? ~ r , MAY ED TO A UIRE '
% r l `r` ~ N i , , AD ZONAL E MINTS ; i .a - r`%. i ; ; BOARDWALK
FILL IN T CrAPS ~ " r j ` ~ ` ( . ` I, - ,r ' . ; r'' .2~a
ETWEEN EENWAY ri ~ it , I I ~ ' ~ , ~ ? _ _ EXIST TOPO ~'~fI ~J , 1
II ( I f ~ l, i f LOCATIO ( ~ ' ~ ` ! ` I i ))l ~ l t r r r' r ~ ,i NOTE: i r'' ~ f' SE D ALL ~T R~ PROPOSED TOPO ~ U $ED
rr', AR AS WIT 1 SP CIFI D ~ ~
~ I \ jiiJ l t r ~ p~ rr r` ' ~ Gf~OUND OVER' MI RE x25s.~ SPOT ELEV.
' ~ w~y.r r +1 ' I ' SIT, FENCE ` PARKING ~ ~ r` ~ NSTALL 4 ~ ~ SEE DET I~
1 ~rl, ~ /t' i ) t' F P AREA I ~ AL NG TRAIL of E.. ~ ,2+ao STATIONING ` Dl9 ' ' TH S SECTION BETWEEN
i ~f ~l r t j ~ ~ ` t,,;'' , ST . 72+30 AND 83+20.
200.4 O ! ' ~ f r`,t ; x 1 /r. i~' 11, ! f! , _ !rlr, ri' Pc = t3+os.ts POINT OF CURVATURE ~ S DETAIL ~ ~ ~ ' 5 ~ i
~ T ;iii Ir`t ` % ~ ~ r tr f r j f! i'1 ~ ~ ~ PT = 12+54.15 D32 ; POINT OF TANGENT
~ ! l i 1]!1; rr ~ 1 1 ~ I ~ i,l,~/ i~ / i ~ ~ I~ i, ~ I 1 ~ i
1(; , / ~ ~ SF-SF- SILT FENCE
I f rr i ti t I j i !~''I NOTE: ; i i I i
1 r r'1 1 ifr''/`~ ~ f CERTAIN TS OF,rTR MAY , REQUIRE S GM ~ TAL RET ING~` ' i
~ it ; i IN if , r ~'l1 ~ I ~ DE INSTALL SPE_ IAL TRAIL ' WALLS ALON~G~`UP SID F SOIL l ~ '
i i/r!~ ;.l r, r r i DgSIGN THIS SECTION ~ STABILIZATION. APRRO A~TELY 400 ! ~ ~ r'
/ P KING ~ ' 'f BE • it ' ,r r /rlr, ~ AREA ' ~rl,r` ~ s B TWEEN ST~. 71+75 1JD ~ ~ i f 1 ~ LF OF 12 TO 15 ;~HIGHj ALL MAY,i' i S ;A. 83+20. BE REQUIRED. REQUI ENTS MAY
SEE DETAIL ~ l
i i` ; ; PARKIN ,:1',,`'' i;',r,;`r;' , i t 2 VARY AND MUST BE% ELD yE~FIED i Y 1 oss oss , B SOILS ENGI~IEE,f?. i ;
i ; rrr ARE ''l;', ` 'r' 1 ' ~ . ,l
i ~i ; i , r
xlsas r i~ %rl~ ` / ' / ' - F r
~ t ARKING rl ARKING) ; '
~ ~ AREA W f ~ J I r % 1, ~ t ~ ~ i AREA i ~ ~ t ~ ~f ~ ~ ,
'f ' ~ ' r ~ NWAY ~ ~ EXI EE ~ ` EENWAY r' ~ PARKING ~ s~ „ ~ , , ' i ~
~ ~ ' 1 i',1 'l r , ~ i ~ r!r r ' AREA f ~ ~ i % 9.44A f'
I f r 1 1~ A i ~i ~ i + !f ~ ' r 1` ` ~ PARKING ~ ~ ~ ~ f
r rt • l x198.7 ! J QTR. ' AREA;° RAI AG A~OJUSTMENT , ~
r 1 p t r!J 1r r`r i ~ ~ ( 1` ? ~ , J rr ~ ~ '1 2 00 ~ ~ , 4 _ , ~ iAL,G TRAIL SHALL B ,
I x197.5 t ! ~ f't i/ t I ~3 ~ 11 ~1l,r,! f r 't s r 62 1 f j RE IRED AT VARIOU / , 4 r
t ~ rt r! : r' 1 ~ 1 V i~ ,~0 TS FOR STORM' ATER ) IS RQC ~ OFF F~OM°-PAR ING ~ `
P KING x 98.4 !r r° r ~';,;~1 rig i~ \ ~ RE IS RQC ~ r' r ' i ~ ; NG,,' ALQfiIG NG~' AL G ` ~
AREA , , ~ ` ~ S ON Tf7AiL i r t ' 1 ~ i Jf ! ~ i ~ f 1 s ; ' ~ ~ ~ E-.. SEE DETAIL - i ~ TRAIL , ,p, ~ 4, ~ zai.a ~ . Nl} SHEETS L13 ~ !
r ~ r ' A. 8 +Ot~. N~ S~~t. ~ +00 AND ~ j ~ o3s & L14 ,
t +Ot1. r , r
r` ! l ~ ! PR~4XI ~ TELL 406 r` . ' ~ ~ 11 r ' ` ,0 FEE`~~ ~R;41L~ ~ ~ E`1`•~ TRAIL,.MArY.. % r
l r' ' / r ' I ~ ~ , , ~ ~ R 1RE BLA ING.,, BLA ING.,,...' ~ r
IND ON 1 5.18 ~ ~ ` ~ i ~ r 1 i t. ~ rf 1~ ; J
~ f i ~ 45 1 C ~ f-IJ`~ 1 ~ , t r ~ . J i i r ,
PAR NG a ' i i`, i`
EA ; f ' ; ; ARKING ' / r ~ . v r' ' ~ r , ~ PARKING `
AREA . , ~ . REA
z ` SEE SHEET11d0'S L13 r- i ~ ! I ' ~ i ` r' FOR ENLARGEMJrNT OF ` ; 4RGEMENT OF THIS ' - ;
° ~ ~ ; ~ ~ LOCATION FOR NIflRE ° ~ 1f ~ , ' ~ , F R TA f ~ ; ; OR Mfl E DE IL. r' r
cv r ,t
c~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY P,PP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP ED (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO RUCTED TO EXISTING
GRADES. DRAWN NC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. W
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100'
1"=50' HAYES SEAM MATTERN &MATTERN INC. SCALE COMM. > ,
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. f-a L~ FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

~ r ' 1' 1 ~ j , f , t "
"r rr ' EA ` ARKING ; % PAR ~1NG ~
'r %I AREA r +l~ ~ ~A -
~ ~ r' , ! SEE S ~ NOS. Lfi & r' r r' ! F ` f NOS. Lfi & L14 ,f" 4
" i FOR E ARGEMENT ,,1 'CEMENT THIS ' i - R D , AI ~ ~ r` r ~ i
i' NO r%` ' ~ ~ , ; ~ LOC ON'~~, FOR R DE t ~ ; ' , r= x RE IS RO 0 RRI ALONG •OR ET L f,, r" " ~ - r',
199.0 - x~1~7 ~ i ' ; ~ . ~ t X ~ X- x IS SECTI TRAI BETWEE i - , " ~ " r J PARKING AREA ~ ~ . l~ r "
STA. 72 AND ST 80+ - i ' 200.2 i` r r, 'r,' l ; i ~ ~ ~ ~
APP ATELY~--4 0 ET ~ ~ % ; ; ~ INSTALL ECIAL~~~ All Df i' ~ CIAL'~, All DESIGN THiS rr' ~ 2aas,
x T A~:~ MAY BL NG. 1 ~ ~ ~ SECTI BETWEEN TA. T zoo.5 ~ X X ` ~ r' I STA ~ 3+20 SE ~ETAIL ~ ~ ~ ~WEEN TA. 71+75 AND ~ t " , ~ 1
rr ~ i t ~ , 1 2 ~ , SE ~ETAIL ` _ _ i r'`
r ~ ' `i PARKING r' i , D36 D36
Fr r ~ f' ~ " t 1 1 i ' o r it _ ,
AREA ~ x r r ii l 1 ~ " 204.5 ;I ' I
CRO j` f CROW`S PONTIAC
I ~ ' ~ ' '"r ~ i : r " r r EED A1.L TUBBED . ~ ~ rr
x o0.5 x G M C ~ / ~ ~ .A AREAS SPECIFI X. GMC - ~ISUZU - " X ~ _
' ~ ~ GROUN OVER MI E - . v._ 1 E- ; ,
NOTE: i i :SEE TAIL DRAINA( ' I , ~I~, ~ ~,6 DRAINAGE ADJUSTMENTS ALO TRAIL , ~ ' ~ ~ r
CERTA SEGMENT OF TRAIL AY 1 r' ;'t ` SHA'L'L E 1 REQ E 5EGME AL RETAI G l SHA'L'L, BE REQUIRED ATV OU,S'POIN'TS,~' ~ !
xFOR St( ` W S ALONG PHILL SID FOR SOIL ' ' ~ ' ' 1s9.7 ~ AREA SI xFOR STORM WATER RUN F FROM,~PARK(NG?~" ~ I • AREA SEE DETAIL SHJ=ETS X13 ; "l ~ J ~ I ' ` )
~ ~ `C x ABILIZATI APPRO ATELY 4 ; , ' ~ ' ~ ~ L14 > .,r ! ~ ~ r KEY MAP D36 ; ! N ~ A
> 1X i s L.F. OF 1 TO 15 H WALL M r ,r x `';~i. r X' 1,, r SC LE 4 X ~~f ~
r~ ~ ~ i j zal.l oz ~ ~ BE RE RED. RE IREMENTS AY " w , l ;r r {
VARY ND MUST E FIELD IFIED 195. ~ ~~l ~ ~ ~ E ~ e~ ~ PARKI < < ~ i BY OILS ENGI ER. i ~ i e r ,
` ,
I AREA t ~ ? ~ ~ ~ ARKING EA , PARK ; 1 f' ~ r'
i 1 ~ 1 l r v ' ' ~ ~ ' ; t SEE SHE N0. Lt FOR r ',f~ Fr,
i ~ ' ' ~ ENLAR MENT OF IS ' ` r ~ OR ® EXIST SS MANHOLE ;
-INSTALL L ,~~N , i ; ~ L0~' ON FOR E ALON Lr1 ~q, E.P. ; .
~ THI ECT'ION~ ~ EN / DE IL ' ~ TRAIL EDGE . ~
v,... f " , t ; r ~ S . 7i2 3~ W `STA. j x zo . i .~Gj~~ r- TRAIL CENTERLINE
" xis ~ 3+20! EE` I=1' ' L ; ~ - ~~G~~,. ~ 5 UA ~ TPrT10N i " r,. ~ ;
, EPA MEAT OF STA. +59.58 ~ TRAIL SHOULDER
' x SYA: 83+14,23 ,98.2 CTI S : ~ > > , , C 0 E f~ .ls~s '
P _ r ~ _ ~ % ,-CO UE STA4' t ~ TRAIL ASPHALT
'r ~ i - ~ / ~
n ~ x 196.7 , r ',r C AN Q!d ~ CROSSWALK ~F.
- ~ AIL
to -TRAIL PIPING i r.) i` .
T SH RECEP E ~ ~ 17~ ' Des , ~ UPPLIED - ~w BOARDWA LK . r,
; INSTALLE BY CO CTO r` / / l ~ l
s.2 ~ PARKI G -SEE ETAI ! ~ / x ~ INST L EL J=D i ~ ' - ~-~a _ gee _ EXIST TOPO ~
A A 8` C~ B R K'TSESIGN W ,
~ , , , l FOR~A~CCESS , - 280 PROPOSED TOPO r i
2oo.e 197.2 x x RAMP 'SEE DETAIL - i'/ i' / i / , XzSg.~ SPOT ELEV.
x ~ ,'r `r,=' t' C 4 1 2 5 198.7 ~ i ~
' ' 1 ~ ~ 027 D.3~ X32 D3 D32 r~ x'~, 12+0o STATIONING
q ~ ~ 8~.~ f,~ f ~ PAR G ,99.i x "201. ~~~,,J PARKING AREA _
_ ` r' 94.4; j 1 ~ - it r A pr r ; J% PC - 13+06.19 POINT OF CURVATURE
~ 7x SIGN PLIED Y'CI 5 1~ - it' ! l" 1 f ~ i ~ PT ,z+5a.,s POINT OF TANGENT ~;~.9
J' ~ ~ / !•~1S LE 'BY S CT PROX. - r , , r / J~ ' ~ SF-SF- SILT FENCE i
00 OF EGMENTA ' 8j* ~ ~ T&ACT E tS~ ~ ~42 ~ TEL
ALONG DGE OF AIL - ~0~' ' ! i
t~ All _ , IN T S LOC ~ I ~ x202.s
TAIL ~ _ S DE ~ , i
y ~ ~ 9S ~ ~ ~
/ f I r. '
; ` ,
' ; T,R TO PASS NDER I x
- I BETWEEN ~ EST. BR DG ~ ~ 201.2 _ i 1 J 1
~ ALLS. ~ ~ ~ ~ ~ ' 8' GH CLEA C ~ \ 1
P RKING A i ~ ' ! ~ ALREADY XISTING. ~ r" r~ ~ I / 'i
x2500 !i I ~ ~ r' P/A ~ ! ~ x2a3.o ~ ,l ~ 205.3 i i I 2 199.9
! r ~ ~ x 197.6
PARKING ~ ; ~ ~ ! - 2400
AREA o p ~ ,P i ~ ,
~ ~ I ~ ! 'I.
x204.8 , r f ' ' ~ ~ ~ ~ i` ~ j' DfSIGN o STALL TR L
/ ' ~ ' ~ I ~ x 203.7 ~ - _ , , ; SUB-SU ACS`"DRAT i' x zoa.e '
x2o4 z E ND I 36 CP r ~ ; , ; ; ~ ` ; UNDER RIQGE BE EE ~ ~
HIS CA N NST C''T ~~%;r,`' ; ~ i i 83+ AND STA 4+40 W~ i' „ 201.0
HEAD ARM ~ f ' ~ i , _ ' _ i , MI OF 5 D AINS 2 ' k i" `tl\
BANK LASS ; ~ ! ! SSE TAIL I 3 RIP- AP 0TH ECTIONS ' ' ' I( ~ ,
2500 i t _ 6 I i } F F TOTAL _ 60L _ F - KING PAR
i _ . _ ~ i ~ JI ~ ,i PARKING AREA
AREA E DETAIL 5 ~ I j I ~ ~ 1~DPE-- SCE 11~ EXIST. S ALE LOCA N~ D2a - x 199.9
x ~ i1AlITH ASS 1 RIP AF' ' 3.8 ' 240 ,

~ I 1 8.3 E - 1 ~ ~ .
a - i . r i ',ti CC x l , ' ' I ~ Et\ CONSTRUCTION 1
r 243.0 I i { , . ~ % ! ~ ti. ENTRANCE -SEE `
DETAIL e
i 1 , ~ b ° 11 ti 1. i~' r D29 ,199.1
o I I I ~ 3.3 195.9' ,
iri
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS GTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE S TED (SEE SPECS.). DESIGNED Guy CAPITAL AREA GREENWAY SYSTEM
m 3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / 3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TC
D ~TRUCTED TO EXISTING
GRADES. ° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DRAWN NC RALEIGH NORTH CARO NA u
W W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m
a MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
U J
Z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS H SUBMITTED ELM
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
~ °=50' HAYES SEAY MATTERN & SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS MATTERN,INC. 1 "=50' N0. 7522
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H L;_ RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L~

/ 1 / ~ as~ I (g j~~, .o / ~ ~ \ 3~ ~ 240 240 x ,ss.s
i \ NOTE: ,ss.s
3 MAY NEED TO AC
ADDITIONAL RIGHT-OF-WAY TO FILL IN THE GAPS
BETWEEN GREENWAY '9s'' x
PEP CE IN EXI \ 2~'~ I I I I I I ' ~ / ~ \ CONSTRUCTION ENTR N y ENTRAN LOCATIONS. °
I ( WALE LO TION. 38f ~ ~ LOCATION x,99., 6 (g3
' ~ ~ ~ I ' J.] \ 1959 ~ 1 1 \ \ \ ~ \ ~ 51 °
\ \ ~ x
~ / INSTALL STAN[~'kRq TRAIL ~ / J ~ ° .IL _ - i ~
cj J _ _ DESIGN IN ALL LOCaf,or~s S ~
L \ ~ ~ ~ ~ UNLESS OTHERWISE N07ED ~ ~
zoz \ ~ / \ -SEE DETAILe
~ ARKING \ ~ 0~x N~ ozs / i i ~ AREA q ' , ' ~ ~O CLEAR R O~ BRIS ~as.s , 9g < \
~~~`c.p'~ P ~ I X~ RAI H f~EL \ \ ~ \ r,~ \ ~ ~ ~ / ~ J / EX1 C, / ARKIN \ ~ / ~ ~ WAS , i - - - \
~sj--~ /
E~ ~ ~ .
~ ~'j~ ~ ~ KEY MAP
- g0 \ NO SCALE
~ 0 ~ i f ~
/ _ _ , / O "
~ ~ / eJ
zoo.a / ~ I I I ~
~ ~ J ~ INDEXED 0 I zo~.e' ~ I EXIST /R TRES
~ ~ OR ® EXIST SS MANHOLE x,93
~ ~ TRAIL EDGE
/ ~ PAR N~ P 1 KING19 PARKA G / / ~ . ,9 e „s e EFORE C SING R/ \ x,so.a ~ ~ RIGHT-0 WAY, FIR ~ _ _ _
~Af`~ ~ ~ AREA ~ , ~ ~ / 94. NOTIFY ORFOLK UTHERN TRAIL CENTERLINE
~ ~ sas ~ ~5 j % ~5~1/ ~ n RAIL AD AND TAiN
:206.9 ~ ~ ~ / P ISSION T BEGIN TRAIL SHOULDER x~c
NSTRUCTI .
4 07 I TRAIL ASPHALT
ADJ TRAIL L ATION I CROSSWALK
PAREA G / / iii / FO MH LOCA NS
I -TRAIL PIPING
~ _ ~
x / BOARDWALK .2 I~ _1~..L
~ ONSIR T ROOF 0 R ~ _ yea _ EXIST TOPO
~ ~ ~ ~ TRAIL NDER R/ ESSEL ~ INS LL TRAIL SIGN/ ~
~ / ~ 50' ITHER SID OF J. E ASTON A~THIS I cTl N N PROPOSED TOPO E 0 B STA I
90+15 A TA 95 2.9 I
/ ~ / ~ ~ / L DETAI C BSIN(~- \ ~ \ SEED AI~ X259.7 SPOT ELEV. 2 I
~ oa2 ~ / D2 ~+oo STATIONING
1 kgk• I
~ I I SE .ALL DIS BED ARE W/ ~ \ \ 1 Pc = is+os.~s POINT OF CURVATURE
/ ~ / SEEIDE G L NDCOVE IXTURE ~ ~ \ Pr = ~2+sa.~5 POINT OF TANGENT
/ / ' I 029 ta~.t \
SF-SF SILT FENCE
/ ~ / / ~ ~
is .2
Ary , , I
' ~~/i. I
Q~ I V
~ ~ \ \
~ / 3 \ ~ ~ ~ \ BENCH L T19N~
-SEE IL ~ EXISTIN CHANNEL CATION I 9
~ ~ ST. GREE AY I
C~ ~
G ~ G /'l
I
/ ~ \ ti i' ~ I
~ C 19 I
~ ~ x~ I
~ ~ ~ (2 OLLARDS
{ ' O.C. TYP I
~ ~ \ - SEE DE IL s ( D27 I
~ ~ ~ l \ I
~
(
I EXIST GREENWAY
I
~ ' ~ \ \ ~ I
~ \ ~ I
\ ~ ~ I
I
I
o ~ ~ ~ g \ I
I
NOTES 1 9 18 00 ~ ~ AS PER DW COMME T GsL GwA Q NS
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMWE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10.CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPE 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM
DESIGNED GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXI ;TED TO EXISTING DRAWN NC
RALEIGH, Noel cA~ouNA
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GR4DES.
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED Juul
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED 50' 25' 0 50' 100'
AND FEATURES SHOULD BE FIELD VERIFIED. 1 "=50' SCALE COMM.
HAYES, SEAY, MATTERN & MATTERN INC. ' 1 "=50' N 0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. If JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 sHEET ~g

S5 ~ 1 I s t ~ E
~ ~ t ~ ` y I / 1
i lS ~ S y S
1 '`S 'y ~t i t 'tit `',4 ~ ~
t ~ 1 ~ I
~ ,tt 1 ' ~ ' `t 1 I i
~ 1 t ~ 1 4 ,t ~ , ~ ~ . ~
t ~ ~ ~ l , t
S ~ 3 ~
`S i, ` •i ~ ~
'•S S 'S ~ ~ ,
i `t tt , ~5 J
`iS l ,i ,t •t ,,S S 1
~ •4 It , ~S ft 4 ~1 '1
19 9 t t ; o ~
1
,t 4 1
1t ~~t ` , OTE:
't t t FOR THI SECTION
~ ~ t BOAR ALK USE LY 6"x 6" o o d~ o KEY MAP
'l 4' PIL ®15' MI .DEPTH . ~ NO SCALE
i ' ,t~ • JUST OVE LL HEIGHT - o
t l~t~,`~ 39.38A EE SOILS PORT AN SPECS. NSULT SO
`t ~t l t t ENGIN FOR FIN
1 ~ 2 1 .l REC MENDATIO .
t~~ 'i L 1
7 ~ OR ® EXIST SS MANHOLE
K t 1 1
93.8 t ' I t v INSTALL VATED B RDWALK TRAIL EDGE
,SS ~ ~ DESIGN / RAILIN VER EXIS .
~S~ ~ WETL D BETWE STA 95+ .97 TRAIL CENTERLINE AN STA 116+ .85 - S DETAIL 2 5
S 27 °2' °a' °2' TRAIL SHOULDER
r''~ ~ IST. GRE WAY ~ ~ ~ TRAIL ASPHALT
~ ~ J'I ~
` ` t , ` SAN RY SEWE EASEMENT CROSSWALK
` •~'1 .S 'l
- TRAIL PIPING
f t 1 t 5
/ t~, •t t BOARDWALK EX . GREENW
i _2~~ ~ EXIST TOPO - gee -
1 I~
PROPOSED TOPO
~ ~ \
FIEL RIFY LO TION OF xz59.~ SPOT ELEV.
S TARY SE EASEME EN POSSI E - INST L t2+oa STATIONING
OARDWA SO THAT
~ REMAIN UTSIDE 0 SEWER Pc = ~s+os.ts POINT OF CURVATURE
EASE T.
91.6 • 1 PT = 12+54.15 POINT OF TANGENT
S•.
'S S EXIST. RE~NWAY `,•t •t SF-SF- SILT FENCE
~t•~t•t t
, ,1 1
~ • r ~
~ i S \5 6 S
r x 188.5 I t t',t 1 Sts 'S SS ~t x
S, SS t S t ~
i
I ; 'S ~ ,~t ~S , , t
1 ~ t •5
1l ~l t . i ~ l ~
~ i S ','~'i L~ 1
~'i 1i1 !I
l , 1 ,1 1 ` lii`l ~1 ~ % 188. i , 'I
f~ ~ ~ 11 ~ 1. ~ t~ li't~~~.
1 ' ~ ~ ~ lii~ i i ill i, I
i U i ~ i ~'1 l!{j 'i ~ 1 I ~I ~ll ,I I
1s ~ ~ l 1 ~ ~ ~ i. i i 1 ~ t li ,
t r ~.'II li I I~, ; '
i 1. l j.~i'; ~ ~ , r' 1 ~ I ~ ~4, 1
l i 1 i ~ ~ i .i , , ~ . ~ i jli~il 1 i i I
' ~ I j 1 ~ 1. I I ' t ~ i ~
ti i I 1~ ~ ~ i ~ ~i i j i I
i ~ ~ , ;I I~ ~ , ~ ~ GAZEBO ERLOOK
I ~ I. j SEE SH T D33
i ~ j ~ I I
~ i ~ ~ I i 1 ~ I I~ I I i ii , I~
~ 1 ~ I ' (D k I ~,I~ ~ I I I
a ~ I ~I, i
r ~ ~ U ~ j ~ ~ ~ =i '
r 2~8• A ~ f~l ~ ti 'I z r~' ~ ~ i
LY I ~ i Q \ ° ~ Q I ~I .II,,
i I 2400 J ° 1 o ~ I, i j i i i I
I N r O
C*)
LCJ
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
m BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED Gw CAPITAL AREA GREENWAY SYSTEM
D 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXIT TED TO EXISTING
m ° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES. J , / DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
U J APPROVED JLM
z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED JLM 50' 25' 0 50' 100'
N N 1"=50' HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' 1 "=50' NO. 7522
W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALE{GH, NORTH CAROLINA DATE AUGUST, 1999 SHEET Lg

I 1. i ~ ~ i 0 12.80A
,t i i I i ~Ij~` o
I ~ , I I `i 2 0 '
EENWAY ~ ' ,i ~ ~ ~ } ,
,s I 61 / GA 0 OVERL K ' i.
, 1 - EE SHEET 33 ~
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i ~I
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AI L is .a ; j ~ i ? ~ ~ , i AN S L
~ ~ i .8 X i i!;i ~
~ I' ~a ! ~ i I
I'Ei ,
>t ' j i 'I r e. x 1a7.s 1. h~ INSTALL VATED Q ~
' I ~ BOARD LK DESIG /
j ~ I ~i i , lilt I RAILI OVER E WETLA BE EN STA. 5+72.97 D
o° A. 116+56 5
i I ~ ii I , -SEE DE IL 1 4 0 ~ da o 00 KEY MAP
W I '1` i W 02~ 02~ oz~ oz7 ~ ~ NO SCALE
iii i I i'(l ~ ' x isos ,
I , ; i
r` J' 1 ~ f~ i ~ l 1e7s ~ 1`r 1 ~ i j
r,(,~ r 1 r,,r, + i i I j i ~ : r
'I f I ~Iff r ~ l y NO , ` i` ~
f r r ~ i 1 111 f i r~ ~ ~ I J l i r) f i ~ i I i l i '1 ~ - i Fo THIS SEC N of ' ~ OR m EXIST SS MANHOLE
V 1 ~ ~ i I ~ 1 I F ~r ARDWALK SE ONLY x6 ,
1 Ali ~ r x , ~t I~ j l i PILES ®1 MIN. DEP SEE . ~ r TRAIL EDGE
is . ` i I ~ ii'~J' ~ 1 1, ~ , SOILS ORT) - JUST ' - "
~ r E ~ r J OVER L LENGTH 0 E 2' ~ - - - B : ~ TRAIL CENTERLINE
r i 1 ~ 1 1' ! i ~ i J`` I I I MI ABOVE HI WATER
i ~ ;,ii i' ~r i f:'I f i b r~i i i j l i RK. (FIFE VERIFY) ~ "r'y " TRAIL SHOULDER .
i J i i ~ 1 I ~ i rr ~ i ~ I ~ IJ I7 ~ ' TRAIL ASPHALT
' , r i i I ,f li j l i i i i i 1~ t I ~ j? I 1 i
j i i i ~ ~ PPP , f %:t , - ,j'J ; ~ CROSSWALK
' ~~i l l~; i i ~ Jlr' ~ i rl i ~ j ~ i ' ` t
i iii j i , - ~ ~ ~ -TRAIL PIPING ~ / /
I i j I i i i 'i i i ~ , j I ~ ~ !j Jai ~ `r f f f / / ~t
f ~ ~ 1 1 ~ I I f i i iJ i i i l ~ ; za,.z ~ % ; BOARDWALK ,f1, ~
1 I r 1 ~ I, f l i i j I ~ II i t ~ IJi j I I i ~ ~ _ EXIST TOPO
I i ~ , ~ ~ j .I 1 i f. f r r ~ r' '
I i I I ~ i, ~I I l I ~ ! i ~ I I I f ' ' ~ - - ~ ~ PROPOSED TOPO r r
I ~ , 1 1 - ~ I , 1' r r I ~ 1 j ' I I II ~ J f
f I ( ~ I 1 REENWAY % ` f ,r; ~ x25s.~ SPOT ELEV. ;f . ,
I I i I jll jl I ' 1 f 1 ~ ~ ~ I i 1r r~
I ~ i , I i ~ I i' 12+0o STATIONING i
~j ilii I Vii. I1; I i tk , ~ i'rl Pc = 13+os.1s POINT OF CURVATURE 1' ~ ; i
i , i
. I ~ ' ~ 1 S ~ i i I ~ TLA 6~ ~ PT = 12+54.15 POINT OF TANGENT ~i ,
i I i
II, r i I - F- F- S S SILT FENCE / ~ ,
X t .e I I ~ 1 sos 1~ .'fj+. 90.9 fJ,!
~ jl K j I 1s ~ 1 i~
I j ~ 1 ~ ; l
i 1 I s j A ~ ~ / ~
c ~ 1 ~ I ~ Q ° f f
I, I ; , , , 1 7 l I i ~ / j f j f / J ~
ST. GREE AY ~ j i I i 1 l;' ! r,, ' ; , EXIST. EENWAY 0.10
I I = i E 'r'j i 1 1` ; .
'I. ~ ~ !i'~ 11: i I ~ ,i r
i ,11 I I. : ~ ~ I ~ ~i I ~ ,l i ` r 1 '''r 240 ~ %r i~~ ` i ~ fi
I i ~ i `i itll ~ li ~ ~ i11 , 'i l t' ° ; l ~i f ~ ` 629 t ~ jr ~4 ~ f
j ~ ii 1 1 I i ( ~ 1 ~ I ~ ' i I r Jf i J tj ( ( I
I .i ~ 11. i I. I. I ~ 1 j ~ r ! ~ 1
i I I ~ 1 1. I, `'yy i ~ i~ I, ~ I I ~r ~ i ;r ; t r O
' ,i ~ . I ~ ~ ,i ~I I a 187.8 11 , ~ ! .I 1 1 (t r r 1 r
1 1?'I I I i 1 I 1' ~ i I. . ~ , 'ft r t
I,i ; j ~ t ~ i I' i. F Jl I1~ l~i~ ~ I I i II
, l ~ i f , , 1 ~ I f j , ~ ~ . , I i f` ~
~ \ iii , , , i. ~ ' I ,I 'J ~ 'I } ~I ~ Frr f f i l ~ ~ r
,J J1 li 1 1 I ~ i, I ~ ~ J1 i I I 5 11 ti ~ ~1 r r rr ,
i i r,.,1 > > I l ~ 'J .J ,J 1 j r' '"i f rt r ~ r r x J ~ ~ 188.3 ` l r
J, y't l 1 i 1' i `f I l
' ~ , t 1 1 ' ~ I ~1J ~ l I ~ 1 i \ f fr I ` rr j i ~ t~~j r fr
, .J 11 I , , J f 1 l f ~`i~., I I ~ i 1 O `J~ f 1 ~ Jr~f i f ; rr'
` V i tl ~ 1 j I~C !1 j ~ ,i' , 7'9 N lJ r j 1 1 I~ 1
V ~t I ii NO x~es.3 S ~AL`U~ bIS ~ BED
~ N i i c 189.2 , `L_ ~ , _ i I I, ! ' ~ ~ j EA$ DWI ~ PECIFIED
e l ii ; i i ? ~ ~ , a OU,IJDG' ~R MIXTU r'
SEE,' RAIL s 1.
'E t ~ i'~11' I ~ 191.8 x r j i 1. i~~~ ~ Z ,ti 4 ~`~1. 1 ii. t i r'r; ' ; D i F ~
J ` ; o ~ I ~ I l1 _ ~ i i
, ~ , 11 I _ ~ ~ o ~ O ~ t ~4 ~ 1. _ 1 i ~ 1 i i ~ l j t i ' ~
"
m
0 0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. "
" BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPEC' (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED G CAPITAL AREA GREENWAY SYSTEM
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXI TED TO EXISTING
° GRADES. DRAWN NC RALEIGH, NORTH CAROLINA
" 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J W
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m Q MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
z H SUBMITTED JLM
W AND FEATURES SHOULD BE FIELD VERIFIED. N 50' 25' 0 50' 100'
1"=50' HAYES, SEAY, MATTERN & MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. H L FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L10

s~ I~ J,
t 1 c ~ ~Q r I , ,r` fi fr r
i i ~ . Q ; 1', ~ I i i' r , :SEE EET N0. 6 FOR ~ '
INSTALL ~VATED , r ~ i ~ ; Q ; ; , \ I I ~ ~ EN RGEMENT F THIS r' ,
DESIG RAILIN OVER ..I , ~ A m L W a ' 1 f f' ~ EXIS .WETLAND BETWEEN . , , ~~s~'s ' EA FOR E DETAIL ' ,'r
~ i l . I ! ~ ST 95+72.9'7~~ `AND STA ~ ~ ~ i ' x' ! ' I I'~ ~ ~ t } X 188.3 . ' i
tas.z 6+56.85 SEE``DET ~ I w ~ ~ I , i I i i
~ ~ 1 2 4 5 j ~ ~ r,. i `s Q 1, l i t 1 j ~ 1 j ~ ;
D27 D27 D27 D27 ~,,t , II I ' ~ \ s ~ I ~ I~ ii. ~1gi.8 x i i ~ ~ A a
ti ~ ~1 i I i t II r i rT ~ i i ,Ir i ; SI SUPPLIE Y CITY,
~t ~ 5 L i 1, 1 r'f , i . ~ i TALLED
EXIS GREEN`WA ` ~ I , ~ 'r' . ~ i ~ I n I I , t ~ l ~ ~ ~ i ~ ~ / f CONTRACT -SEE
DETAIL 3
~ ~ , NCH LOC ON ~ , o i , i Des
~ -SEE DE IL , l! ~ Q 1 \ 1 ~I~ Il \ \ ~ i ii od~o i.ill ~ o
t , I 1 1 ~ i i ~ ~ o a ~,,1 ; ~ ~ s i, i~ j t END TR L - STA, o
ti i ~ 1 ~ t~ ~ i ~ ~ I ~ ~ i ti ~ l ~ i t , i ~ ~ ~ ~ 116+ .85TIE TR INTO a o ° ~
~ ~ I+ i I ~ jl I t ~ I~ j ` i t 1 ~ t \ 1 I' EXI SIDEWA ~ o0
v v ~ • t~ t J \ vv ~ I x 188.9 ~ + l ~ !i SEE DETA o i 0•
~ ~ _ \ \ ~ 1 ~ c~S~ ~ ~ ~ I I ~ I i g ~ o~° o ~ i .1 ~ '4 o ~ D26 r ' ,
, ~ i N v , t I i r ~ 189.9 x ~ \ 1 ) vti s i ~ - ? ~ t j f ~ 0 l 1 ! , I TRASH EPTACLE
I ~ ~ ~I 1 ~ ` ~ ~ t ( r'? • v 'V I ) j ~ , ! ~ j SUPPL BY CITY KEY MAP
+ % i 1 J ~ 1 I / `1 I \ ~ ; r i ; \ 1; t ` 11 ~ Il I 1 I ~ ~ ~ ' x e8•5 INST LED BY NO SCALE
\ 's ~ i~ ~ % 1 ° ~ \ r . \ \ \ g x 189.0 I x ' . `Z \ 205.3 ~ I I i ~ C TRACTOR SEE ~ ~ I~ ~ I E T. GREEN Y
x I t l ` t 191.1 ~ a j l v. 's / i y ,,r. .ti• t.'~.. i I TAIL 2 ~1 1
' . 7 l i j
J ~ ~ N~
SEED LL DISTU D AR S WITH SP CIFIED
~ ? ; ~ r r , G UNDCOVE MIXTURE
~5.~ i ~ OR EXIST SS MANHOLE s
. , 9 ~ \ r i ~ n ' % ~ D2s / ' TRAI ; LEDGE
. . . r .._._._,.._.w_ ~ ~ } \
` ~ - .FIELD JUST CON . r , • r f x tss., ` LAND G AREA ' IN ALL ELEV D 191x4 TRAIL CENTERLINE
15 r' ~ BO DWALK A LE AS ` i \ / ARDWALK ESIGN W ~aluNG F 19~~cE55 " f TRAIL SHOULDER
~ - EDED FOR ONNECTIO
~ w I ~ ~ , i , RAMP~~- EE DETAI - . - - TRAIL ASPHALT
*ti\l ~ 1 ?il ..v,-._ v y..~ 19 i I ~ i 1 ' 4 5 6. ~ ~ 2 - w
,,f~ . ~ _ i ~ _._.v, . ~ ~ I I , I \ ~ 'i. -{~27 D2 .D27 _ D3 ~ - CROSSWALK
1 , ~
I I \ - TRAIL PIPING
J x 191.1 ~ ~ l
r..~ ' ~ BOARDWALK I
i ~ t \ ~ _ gee _ EXIST TOPO
t ~ i ` ` ~`'v EXIST. NWAY `
PARKING ~S r i ~ _ PROPOSED TOPO
AREA ~ ' ~ ; t r t ' ~ - ~ tai j( i i' . , , ,
- ~ 1' I i j I ~ j! ,1s, • 11 191 XzSg.~ SPOT ELEV.
t ~ x j i r ) ~ t ~I 18 i i ~ t ~ x J~ I 189.3 i2+oo STATIONING
~ l i t~ i 1~~. ~I
i i' ~ I i I PARKING ~ ~ . t~~ ' ; ' 189.6 PC = 13+06.19 POINT OF CURVATURE
~0 - ~ _ 1 ~ i ' I t AREA g v ; r I i i ~ I,
_ , J 197.4 - . i i rr f _ , I , i ~ PT = 12+54.,5 POINT OF TANGENT
r I ~ , I x 197.4 _ ; i ` ~ ~ i i P I ~ ~r
. \ ' ~l ~ J 'L ~ ~ I ~ - t ~ 9 a89.a SF-SF- SILT FENCE ~ 9 5 I - ~c
5 ~ ~
ij i ~ y ~1 _ . _
t i If j - - "
O D4 j N -
~ ` x194.3 x _ ~ 201 ~ 7.4 /2 <<
Q f 20 i j ~ i ~ ~ ~ ~ ~ ` ~
197.6 j it I
8 \ x 3 / i 1 1 ~ - , - - IN XED
i INDEXED _y__..__... ; ~ ~ _ _ ~ 1 1 ,
,~D~1 , ~
28s) ( . BUC TRAIL IST. BUCK
(93 IST 171 x 197.7 1 ,.5 2 5
114 I EXED ~ 2 2 EXED ~ 1714.0 1
INDEXED ON 2095 a0 (0.31 A}
3 ~ 1714.07 (0.31A) r-.
~ ~ 2413 4S
9. x 2413 6454 Q1
(0.67A) 19a ~ ~ (0.30A) 5463
(0.40A) (0.35A) (0.39A) IST. GREENWAY
9A (0.46A) w N ~ 2414 x z12,6 ~ 2413 ~2
) N Co ,•.I co O 5~~ 5~~ ~c9 K 226.9
coo ~ 24.14 ~ 2414 ao N 2414 ~ 9309 l1 6g 4490 ~ ~ 6 ~ 1 k
•14 2414 7389 xtso.4 ~ 6318 6398 (0.30A} 0 2as.6
5338 ~ N 1g ~ ~ ~
1 2413
2095 i 4325 x 225.~j~
~ 189.1 43
x n 4. (0.31A) ~ 2413 0.31 A) ~ ~
79 ~ 5 ~ 3342
6 80 79 Z g0 2413 2413 $5 p
~9 2095 o ~o X zz3.a g
o g0 pd x ts7.7 N 2360 N 30 5 ~
1
Q
0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
m " BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE ATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. 3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED Tf DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
" GRADES. ~TRUCTED TO EXISTING
J " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98, DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
Z Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS H
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED JLM
N LC7 50' 25' 0 50' 100' 1 "=50' HAYES SEAY MATTERN &MATTERN INC. SCALE COMM.
r 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS cn
J w REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ~ ~ ' 1 "=50' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L11
z

i /r # 6
( tin. \ J. h ~ 4
t~ t ~2 i
~n. j` l 4
i .
f~ i~
' / \ O
j ' ~ t ~ i
{ j r I
0 ' NOTE: _
SEED ALL STURBED
~ , ~ ~ r, AREAS WIT SPECIFIED 4
,,t r GROUNDC VER MIXTURE.
r" J SEE DET L s
~C/ D29 -N-
~ ~ + ~
f~ ~ ~r' i
d~ ~ / r ij ~
ggpy 1~ / Atr ~ / ~ RA!( j 1~.. ~ r i i
a J rr K Y MAP
'`F NO SCALE
' r' r'
- „rJ r
201.71 Q f i
0.8 1 i
200.65 i i
_ i ~ OR ® EXIST SS MANHOLE
_ NOTE:
, , i ~ FOR ADDITIONAL s~' TRAIL EDGE
1 ti 201.7 ,s INFORMATION SEE / i ;
6 ~ ~ DETAIL SHEET D34 , TRAIL CENTERLINE
P ``t ~ ~
~ j'' TRAIL SHOULDER
~ ,ti I , ~ ; ' ~ TRAIL ASPHALT
\ ~ 3 ~
~ C , P 02.23 CROSSWALK
`ten ~ ~ 201.4 ~
-TRAIL PIPING
. ~ 02.
~ ~ ~ ~ BOARDWALK
1.87 - EXIST TOPO
` ~
\ ~ \ 00. ~ i PROPOSED TOPO r
~ B ~ i
w ~ CEI G i ~ ~ ~ X259.7 SPOT ELEV. i
1 i+oo TI STA ONING
8 x18 ~c21 ~k ~ 01.99 \ ~sr STANDARb~~~C{3NE: ,
UNITS OR 20'2.: C r''' / - PC = 13+06.19 POINT OF CURVATURE
PPROVED E UAL _ - \ ~ qpR A Q \ p , pN ~ 2 .6
R O,a C 0 6 ~ ~ ~ PT = 12+54.15 POINT OF TANGENT PROP. MH -
~ ~ ` ~ TOP 197.00
~ ~ ~ (191.80) SF-SF- SILT FENCE ' INV. IN (EXIST.)(190:3`5f)
~ \ I L `i ~ ~ ~ : 2 INV. OUT .~tOf~. 188.00 ~P )
C
~G ~ 205.37
1~. ELEVATION DESIGNATION ~
2p, EXIST. SPOT ELEV. 205.24
S - + PROP. SPOT ELEV. 203.05
C RqA 0 ~ ~4S 2 S ~ ....`..t'lg v Q if
S.3p !1 / U
s~ c ~ ,fie R . ~S or CONC. a ~ ~TRAIL ~ :37•
° 6. rh S ~ pF Q ?S k, Rip R~ ~ OF M/N Fkj A~ N i ~l
Wq q RqA R9P (ON 3 ~ Cp t
(IY ~ o (~M 2 ~ p epr Ns 4 I
~ I
/ , ..n. ti ~ ti cr TRAI< <
4 ~ 8, _ p
~ , , M 8.33'
T W~~ 24. , ~ ,S. ' i. 4g
60 ~l e R 9 f k r,
3 ~ F p .2 ~ ~ ,5\ , ,
W 6 TN S EXIST. 24 CM , S >J XIST. 24 CMP ~
,r 202.11 REPLACE WITH 'EPLACE WITH NEW ~ '
~ TOP OF 24 HDPE PAVM T 4" HDPE
, \ Q ~ ~ ~ , ,f ~
,i ~ ~ ~ r { ~
i ~ PROP. INV. 187.50 G ,n... Q INV. 187.50 \ , f'
~ 3 ~ ; O I 1 l ` li
~ ti V n 199,8
~ I' ~ ~,y Q '
, .,V~., V ~ ~ ~ t
/ ~ \ ` 5 ~ ~
o k o `'4 ~ lu N ~ ~ ~
m
v co
0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. "
" BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 0
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES MEASURES AS NEEDED IN ALL
AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. m 3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
N 11. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DESIGNATED (SEE SPECS.). DRAWN NC RALEIGH NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m Q MATCH PIPING TQ DITCH CENTERLINE.
U J APPROVED JLM
Z 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
W AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED 10' 5' 0 10' 20'
N N 1 "=10' HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ~ ~ ' 1"=10' N0. 7522
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L12

~ 1 i i S t ~ f
1 ~ i ~ ~ j w ,l I r
i i, ,I -n-- : i [ i ;
E ~ ~ , ~a , a.w.._ t
'
° ~ , BEGIN PECIAL TRAIL l ~ , ,t
I ~ , ~ ~ ` DESIGN STA. 72+30
SEE DETAIL
,S . ~ ~
\ ti \ ~ ~ D36~ D36 t Stir V ~ t ~1 1 W
x t ~1
1 l ~ 1 ~ ~ t ~ ~
\ \ ''1 ~ ti t ~.ti
4 ti
i ` S ti. . ~y t 1 1`~ V f , -~v ors: -
S * `~'Q. ` 1, h V~ CERTAIN SEGMENTS OF TRAIL MAY ~
~ ~ ~ i~ ^ ~ ~1 1 f REQUIRE SEGMENTAL RETAINING
i ~ / WALLS ALONG UPHILL SIDE SIDE ~ 'Q ~ ~ ~
Xi 5 \ ~ ~ /
x ~ EXIST. GREENWAY~~ a EXISTING FOR SOIL STABILIZATION AND KEY MAP
. t l~. t e' , CONCRE ~ FLUME RETENTION. REQUIREMENTS MAY 0~ NO SCALE
'j \ ~ , ~l ~ M ~ TO BE REMOVED VARY ALONG TRAIL AND MUST BE
FIELD VERIFIED BY SOILS ENGINEER.
'1`:~ IN ~ ~°r- DRA AGE 1 ~ . 'ti t f AINAGE
~ LEGEND
\
` i1 ,,l i it ~ ~T \ l i
_ ~ ~ 4 ~ EXIST. CO F C FLUME 18! OR m EXIST SS MANHOLE
~ r TO BB~~EMOV `~REMOV ND
~ ~ ~ REPLACED W~TF
~,y O ACED Y~/1TH TRAIL EDGE
o CATCH BASIN ~ i BASIN & Pif'E~ _ TRAIL CENTERLINE
~ ~ - SEE DETAIL PROTECT LARGE AMERICAN ~ 4 ~ETAIL~ B a 5 TRAIL SHOULDER
tit t ~
~ D BEEC. TREE IN~ THIS t ..l tt l` 'n.. .~~~~z. D36 D36 TRAIL ASPHALT
`~t. APPROXIAMATE LpCATION. ``ti ~w ~ , . _ ~ _
~ `TRAIL SHALL BE ACED ON ~ ~ ~ DPE PIPE DPE PIPE 00000~~ CROSSWALK
- ` UPHILL S1~E. ~ ~ ~ ~ _.._._.._m
w. ~ ' EXIST. GREENWAY TRAIL PIPING

t A~ _ ~ BOARDWALK ~
_ _ ~ _ EXIST TOPO
w : _ -
i
i \ _ _ _ i ti~ ~ f -M1~ ~ ~ FILL IN WASH-QUT EXIST. CATCH ~ PROPOSED TOPO
~ ~ ' ~ FROM EXIST. PIPE ' BASIN AND x259 ~ SPOT ELEV.
Z O ~ ~ ~ ' ~ \ ~ WITH ABC CRUSHED -P1PE _ ~z+oo STATIONING

~ ~ STONE FOR BACKFILL.
f ..,r ;Z~~ J ~ ~ ` ~ _ OR SLOPE Pc - ,s+oe.,s POINT OF CURVATURE
~ ti i ~ _ s f` ~ F. `'~~~ti , ' ~ ~~A IZATION USE vr-,z+u.,s POINT OF TANGENT
~ ~ ` ~ ;F~. 1~ ~ _ ~ sXoo C S~~ P-RAP 30" SF-SF- SILT FENCE
~ ~ ~ ._'CT~K. OYES HED .
\ ~ - ~ N~
~ it \ ~.w~w \ . ~ ~ -
1
\ f1 a ! INSTALL RACK ~ t ~
~ _
~ ~ CHEpK DAM., i ,r , ~ -
SEE DETAIL ~ ~ ~ . LASS ` ~
D29 ,
~ s _w
~Tf~AIL___A~ -CIE 6JN ~ \
t` , t ~
\ , s' ~
~ _ ~ _
~ \ 'l
i1 r'' ~ ; F ~ ~f.' \ ~
T. PIPE TO BE ` , ^x~
!F ~ `F F \ EXIST. CON CTED TO ~ ~ ~
EXIST. ~ ~ \ I F/ f 1 i ! ; . GREENWAY PROPO ED CATCH
GREENWAY ,~F' - ; F,- ~ ~ . IN PIPE. ~ ~ ~ ,
~ ~ ~ ~ SE TA 4 5 _
~ ~ r i`~ t ~
r J ` r' <
i ~ ~ i \ \ D36
C ~ ! I ~ r F
E ~ i j i ~ ~ 1
~
z ~ ~ ~ 18" HDPE
i
l~ o ri \ ~ [r ~ i ~ (1.1 i ~ ii i r~ . \
( I ~
m lU
0
" 1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTIQN OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
0 " BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
L 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED SEE SPE 0 (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. 3 DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDEf AS NEEDED IN ALL CRABTREE CREEK TRAIL
11. AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. J " 4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED 20 SCALE ENLARGEMENT
J z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL ALL LOCATIONS
H , Zo• ,o• 0 20' 40' SUBMITTED CROWN PONTIAC
AND FEATURES SHOULD BE FIELD VERIFIED. N N ••-zo~
~n HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS J ARCHITECTS - ENGINEERS - PLANNERS ~~=20' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. H FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE gUGUST, isas SHEEP L13

' i ~ ~
- ~ CIYf SWALE AND INSfiALL
CONC. FLUME TO PROP. CATCH
ASIN LOCATIOIy~' ~
~2) PROP. CATCH ,'1~ ~ ~.Y.
BASINS & PIPES
~ SEE DETAIL a 5 i
\ ~ D36 D3&'
/ ' 1
\ ,
~ ,
~ NOTE:
~ , ~ \ N
~ _r , ~ CERTAIN SEGMENTS OF,TRAIL MAY
_ _ " - REQUIRE SEGMENTALPIETAINING ~ Q
~ 'B - ~ WALLS ALONG UPHILL SIDE FOR
I ~ ^ ` \ _ - _ _ SOIL STABIUZ~ON AND ~ ~ KEY MAP
~ - _ RETENTIOI~I<-'REQUIREMENTS MAY NO SCALE
~ ° ~ ~ ~ 18" HDPE PIPE VARY.ALONG TRAIL AND MUST BE a I
~ ~ ~ ~ FIE-~6 VERIFIED BY SOILS ENGINEER. _

_
~ ~ ~ EXIST. GREENWAY ; ~ ' ` LEGEND
~
~ 18i OR m EXIST SS MANHOLE
~ ~ \
_ ~ TRAIL EDGE

~ TRAIL CENTERLINE
~ TRAIL SHOULDER
TRAIL ASPHALT
~ ' - ` - 6ASINS & PIPES ~
~ ~ ~ , SEE DETAIL LINE EXIST. EDGE OF ~ APPR 110'~,LF, F QQQQQ~Q CROSSWALK
~ 1 5 PAVEMENT WITH CLAS$ B RETAIN G WAIL \ ILA TRAIL PIPING
~ D36 RIP-RAP TO FURTH~.R~ BE REQ RED ALCS G~ ~ ~ BOARDWALK
~ PROVENT UNDERCUTTING OF THIS SEC ON 0~
PAVEMENT -ANt~ TO DIRECT TRAIL. SEE DETA}L 3 _ ~ = EXIST TOPO
MATER TO PROP. CATCH D s 2BO PROPOSED TOPO
. _ .
BASIN. APPROX. DISTANCE ` xzs9 ~ SPOT ELEV.
50 LF.
~ ` ~ PROP. CATCH BASIN & PIPE - ~z+oo STATIONING
TURN OR FIELD ADJUST PROP. Pc-,a+oa.ie POINT OF CURVATURE
~ ~ \ CONC. THROAT TO FIT EXIST. (
- SITUATION. ~ ` Pr-,z+s..~s POINT OF TANGENT
~ ~ ~ \ 8~x 'SEE DETAIL ~ SF-SF- SILT FENCE
, ~ - ~ D36 D36 p
~ ~
\ ,
~ , , i
, ~ ~ \ ~ ~ ~ _ ~ i
- ~ o
\ ~ ~ ~ ~ . N ; . ~ \ '
_ ~
~ ,
j
c~ \
~ ~ HDPE PI
~ ~ HDPE PIPE
~ \
~
' ~C~ l__ EXIST. GREENWAY
+ o
ro
~t~ r
_ U > M
~ a 6~
~ - ~ ~
~ ~ ~ 4
~ ~ ~
_
E ~ ~ a ~ ~ M
~ _ _ x
_
~ ~ , o ~ \
i ~ ~ O
NOTES
1. CONTR4CTOR TO VERIFY ACTUAL WEfIAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
o BOARDWALK. WEfIAND LOCATION WILL DETERMME BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
70. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP ED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEED 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. i 1. AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. S AS NEEDED IN ALL CRABTREE CREEK TRAIL
DRAWN NC RALEIGH, NORfH CAROLINA
5. LOCATION OF PIPING POR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED 20 SCALE ENLARGEMENT
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. zo• ,o~ 0 20' 40' SUBMITTED CROWN PONTIAC
°_2~•
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS HAYES, SEAY, MATTERN & MATTERN~INC. SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS ~'=20~ N0. 7522 RALEIGH, NORTH CAROLINA DATE gUGUST, 1999 SHEEP L14

r i I ~ ~ r ~ ~ r i ~ ~ r' ~ ~h ~ ~ ~'1 i
~l ~ r i ~r r `y ~ ~ ~ ~ ~
f f f 1 f , f i' i ' ,r i`
f' ~ E' ADD SILT ENCE t f r r ; ~ ~ `
r AS NEE D TYP. ' ? ~ ~ t ~ , 1 J'.
f' ;
r ~
f f l f f` f ~ ~ % ff
U ITY 1,, f ! 1 ; AL U ITY TATION ,
r i STA 83+ STA 83+14.23 = _..,r
' 192.35 ri k, r ~ STA 80+ ' k STA 80+59.58
1f84.12~ I r
~ -
1~7. fr _ _.v_.._ ~ l
. ff 1 24" HDPE PLACE IN EXIST. SWALE
r LOCATION -
~+t ~ j k 199.87 FIELD ADJUST INV.
' p ~ o - ~ . /
o r r' / i
k 19s.o~ ~ i - P f KEY MA
. ~ 184.20 NO SCALE
k. j 19,4.61 ' Q j PROTECT II~.LET'WITH CLASS B .i'C~ j RIP-f3AP '
I ~ ~ ~ ~ FF . ~
f ~ k', ~(.i ~5 J
~ 197:4 196 2~"' E~~ i ~ ~ ~ E/ 195.70 ' _
' ~ / i .
' ~ 1 . 8 f ~ I x I ' ~ 1 .95 k i8 ~ f. k1 4' l
' ~ t i' 1 t 2~, t ~ ~ ~ k 199.02 r- ~ OR m EXIST SS MANHOLE 2 f,. f`
l 1 j f TRAIL EDGE
~ g i ,r (198.40 '
k 184.1 ~ ~ ~ k 19 F k. ` TRAIL CENTERLINE .'199.92 r
h i EXIST. CI
' R/W MONUMENT i ~ ,i i ` ~ TRAIL SHOULDER ,i o1.00
' TO BE PROTEC ~ 4.55 ' TRAIL ASPHALT
;x 9 7a ,<< ,l FIELD 1 4.7 , F~ Jj
` 1 9.60 0 VERIFY NV. ; i 195.26 F`~ ryf CROSSWALK f/ r'
rr
~ l 1 ) ~ f' ~ i 199.94 -TRAIL PIPING
29 , i i i rl " r 19`9.94 PROP. YI TOP 196.00 GRATE) BOARDWALK
f r f' I ~ ' r~ INV. AS PER PIPE
i ~ ~ ~ r' ~b ;k ; k 2-19 , 01.04 _ ~ _ EXIST TOPO
~i f i X,
PROPOSED TOPO
f Q~ r ~ 0 i
j ti 19! i 199.90 X25g.~ SPOT ELEV.
~ ;
r' ~~2+0o STATIONIN G
f k 200.8 - Pc - ~s+os.~s POINT OF CURVATURE
f, f, r'.
Pr = 12+5a.~e POINT OF TANGENT ~r
~ s
ALL EXIST. LAR TEES ; ; SF-SF- SILT FENCE SIGN SUPPLIED BY CITY,
ARE TO BE PR T~CTED TYP ~ ` ~ ) ~ INSTALLED BY CONTRACTOR
f` ' F i - SEE DETAIL 4 /
~ / f f I ~ f/ f 1 D28
E 0 BE EXIST. THE r' ,
' REMOVED ~ RAMP MAX RAMP MAX. SLOPE 8.33 - 'J
f' ~ SEE DETAII SEE DETAIL i
I' J~ I LANDING f I ! ~ I ~I ~ ~ 2 EXST. SPOT ELEV. 188.84 ~ 2 4 5 e ~ ~ PROP. SPOT ELEV. 201.80`f
l j \ ' t ' 201.40 ~ ( ) os~ D2 j ~ / D27 D27 027 027 D32 ~ ,
J ~
z ~ ~ i i r ~ ~ l
r / i
' I t i
TRASH RECEPTACLE ' ~ ~ ~ t j SUPPLIED BY CITY, ,
' ` ' INSTALLED BY /i
TR- k 194.4
p , CONTRAC 0 ' SEE DETAIL i ~ f 2 r: 1. MAKE RAMPS 5 WIDE.
~ ~ f D28 ~ ~ , ; lj; /
r ~ i i ~ ; , 2. SAVE ALL 5 TREES.
f r ~ f'
~ i•` ~ i ~ ~ I ~
f i i ~ ( r ` t ~ 3. MAKE RAMP ~ LESS THAN 8.33% WITH MIN. 5' WIDE i~~ i' ,
I ~ ~ j 1 i' ~ I//^^ I I ;r` LANDINGS.
V/ i f r , ~ r'
1 t~ ' ` , ' 4. USE 20 f SECTIONS BETWEEN LANDINGS.
1 i r~ r , ,i
p f ,i; S. ADD STEPS FOR TRAIL DIRECTIONAL CHANGE. ;
~ ~ Ij
~ ~ ~ i` LARGE EXIST. TREE TO E r Q f ~ f r BE PROTECTED i
s ~ ' P I i / ;
z ,I 1~' ' I , i r' ,
/I 1 I~ ; ` f , 3 1~~ 1 ~ r' i i
~ 1 I f ~ I ' ! i i i t J i
N ' m
N
N .-y
TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF g, ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. " 1. CONTRACTOR
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 0
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. a REVISION DATE DESCRIPTION BY APP
= 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHE i iEN DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / DESIGNED cup CAPITAL AREA GREENWAY SYSTEM
3 11. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASUR ZOL MEASURES AS NEEDED IN ALL
AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DRAWN JWA RALEIGH, NORTH CAROLINA
W
W 5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m Q MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J Z Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H r SUBMITTED JLM 10' 5' 0 1 D' 20'
AND FEATURES SHOULD BE FIELD VERIFIED. N N 1"=10' HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
~n ' ' ' 1 "=10' N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. N u FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET L15

1 ~
~ J ,
~ ~ ~ NOTE•
~1. MA CON TRUCTION ENTRANCE
\ \ ~ , , ~ ~ WETLANDS T BE LOC TED AT YONKERS
\ I ~ OAD. CON RACTOR SHALL BE
Q • RESPONSIBL FOR ALL DAMAGE
~ l TO RALEIGH BLVD. AND WETLAND
1 + 91.56 / SITE.
~
EXIS . GR ENWAY ~ .
1` 1 \ 191.8 ++790.80 ~ / ~LL~ /
PROPOSED SIGN SUPPLIED BY CITY,
/ ~ INSTALLED BY KEY MAP
CONTRACTOR -SEE NO SCALE
DETAIL
11,1' / 3 D28
~ ~
~ OR ® EXIST SS MANHOLE
1 1 1 / - ----~/ice/ice 11 ~ 204. 6
TRAIL EDGE
TRAIL CENTERLINE
\ \ CONCRETE LANDIN \ z ;~19 ~9jS - , ~ / / ~ TRAIL SHOULDER ~ FIE ADJUST
~ NC. LANDING TRAIL ASPHALT
\ \ /g~ ~ 4' X204.50) 20 9 AREA &
BENCH LOCATI / ) O BOARDWALK ANGLE CROSSWALK
\ \ \ -SEE DETAI e 1 I / / / AS NEEDED FOR 04 44
D2e I S~ 1$• 1 6 NJ ~ CONNECTION TRAIL PIPING
C9 SEE DETAI s CQw , , ~ ~ BOARDWALK ,r D26
\ I I ;N \ ~ LA 135' o LANDING 4 ` ~ END TRAIL - - 2ta - EXIST TOPO
TIE TRAIL INTO
\ \ NOTE: I 1 \ ADJd~ST EXIST. SIDEWALK PROPOSED TOPO 90 STA. 116+56.85
SEED ALL DISTURBEDI 1 ~ ANGL~ 204.80
204.80 X259. SPOT ELEV.
his+oo STATIONING
\ SEEU EDCOVERPMD(NRE 1 \ s ' p
\ \ \ \ D29 ' I ` M \ 204.9 Pc = ~s+os.~s POINT OF CURVATURE
\ \ ' I RAMPS ~ 2 4.79 PROPOSED RASH PT ° 12+sa.15 POINT OF TANGENT
RECEPT LE SUPPLIED
BY CI INSTALLED BY ' SF-SF- SILT FENCE CO ACTOR -SEE j
\ MATCH CO P~ XANDROU{JD I I / D AIL I
\ \ ELEV ON. I / / \ F LD ADJ ST CONC. Lp NDIN6 205. 4 Y 2 J
3 Des
AREA & OARDWALK ANGLE N gp° ti ~0' W
AS NEED D FOR CON~CTION / / a
\ ~ \ \ TYP. S~ DETAIL ~ ~ ~ .g / c~
D26 ? , ELEVATION DESIGNATION
k EXIST. SPOT ELEV. 205.24
I W
PROP. SPOT ELEV. 203.05
EXIST. G NWAY ~ \ \ ~ I '0 O S I / INSTALL ELEVATEQ RAMP I J
Q 05.5
1 \ \ \ RAAI~N SA WITHESLOPLW/ lp• I '
\ ~ TRAtdSI~N -SEE DE S I ~ p 0 205.
7 D27 027 D32 ' ~ Q ~ \
O
~ I Z Z
~ ~ ~ w X W
~ ~ ~ ~ - ~ I ~ I ~
I
- I ~
~ 1 I I I ~ I ~ ~ ~ ~
NOTES
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX.
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED ( 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. REVISION DATE DESCRIPTION BY APP
:SIGNATED (SEE SPECS.). DESIGNED cup CAPITAL AREA GREENWAY SYSTEM
DRAWN NC RALEIGH, NORTH CAROLINA
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98.
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JlM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNiI' GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. 10' 5' 0 10' 20'
1 "=10' HAYES SEAY MATTERN &MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=10' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L16

x200.95 ~ TRAIL TRANSITION -
~~'EE DETAIL 7
c D27 x 2 .03 ,
02.8 , ~ C A L I B R E
q ~ 1 T , 198.
F F CHASE
c x APARTM ENTS 20 20 ~
F x ~L x198.05 h xo 201, 0
'I . 197.56
7 201.06 ~x~, j x
x189.59 1 x , 0, 48 ~ S~ ~ ~ x
_ ~ ~'~~03.
~ x 1 1 .50 x1 22 ELEV.
~ 99. ~ ®19 5 BOARDWALK
0 ' ~ 0
o ' i~ o x ~ • x~ S' 197.64
19 `,20 .91
~lj
0•
189.9
' 18 7 x' 18 . 7
' `1 48
`:x ~0 201.2
203:x.9 Pt No: 496
Pt Name: /N 2 CLASS `fix v
lev: 202.50 E 0 RIP-RAP
- aesc: ABT : ~ ~
7 ~ ~ N`th: 752987.60575 x202. S x. 0 THK. ~ `t N o: 4~~. 7 ~ w : ~
~ Est: 2109538.12910 ~i ~ ~ x ~~lame: X . i 187.60 ,5
KIWANIS PARK ° ~ /ti Lat:, 2 4 33.3107 X2o2.15,. EI : ~~,198.5 ~
- 0.63 Long:'' 67°42 51.4082 r 0.63 Des '`ABT ~ ~
Grid Nth: 752987.60575 e the 53057. 436 2 .38
o` ~ . Grid Est: 2109538.12910 0 20 . / t: 2 9613.4 795
x ' Grou abt 201.84 ~ 20 4 ~ ~
P ~ 202.30 - 20 ~ ~ ~ , > 20' 30' 30 ~ La : 2°4 4.0076 r~ x Lon -6 °42 50. 48
20 10 0 ~ ~
1 =20 x Grid the 3:057.8 436 ~ Q
200.88 Grid E 21 9613.42 ~~~5 2.
i x201.58 Gr t ~ ou p. 210.10 x~ 20 1
x MH
r.. , : i ' 4 I I I . 4 4..;...
4 ~ ~ ~ ;.E , ~ ~ ~ 4_ 4 . ~ i 1 1 ~i~ i i i i ' ~ G I i ~.._.i i~ i ~ ~ ~ ± I i'' i r I r r I ;...i 4.4 ~ r~ 4 r P° t I I „ _ .J , J J ~ ~ _ , , ; . r i... , i _I. r :
! + r- 3 F' ~ 1 I 1. I I I f 1 1 , - i..,,.-J,.. , I , I i L I ,v I I I I I I i.
L ..i... j...l... . .,._a. ~ .i,l ..w L., ~ :i... ~ °.1 ;..i .t..l. ~w.G ' I I I ~ i - - r P j I I....:. _ r I ~ ~ { , -.L- r ~ L...- . _ . ~ r I I -1,. ~
100 YR FLOOD 215 i I I 215 II I , I 4..;. i i : , ,....E , { .4 i 4
PLAIN - 214.70 , I ' ~ Y , : 1 i k ~ ~ ~ ~ i '~1 ~ ~ ~..r ~ - ,i._. , ~ ~ i..._; r.. _ ~ . ~ L.F.. --t-.,_. .I ~ ' I> 1 ~ ' 1 ..r I~ i , f,' ~ _ ' _ r; I ~ f i~ I I; r: i r I I ~I~ 1 I f -E I ,
- ~ r ~ ~ F r ~ F ~ J ~ t ..G.. 50 YR FLOOD t ; a. _ _
~ . PLAIN = 212.20 Y.. a i.._ ~ ~ . t I_; , . . ' k ; E i { r ~ ~ 1 h { t. i ~ _ a E.... } I : I t : - - . ; I. . . I. i --.1-.4 ~ :.-r-.i .,,._~...t.:. t w I ' ..I, I I d . I I , i I .I , I I: i, I r I I I I I 1 I . l I I '~...r.. L S.-... r_ 4_ t. -i r r-~, - -.-r..
I I I I i , . _ : : 1 - I .I i : I . I ~ , I ~ I I i ;
1 i ~ ~ I ~ 210 ~ ~ ' ~ ~ ! - ~ --4- ~ ' E i 4-- C . : I I ; I_ r ~ _ I - j ~ ~ 210 ~ I v I 1 . ~ r 1 .r.-. 1. - - -G- -t 1 _ r Y ' - ' t - I I r
10 YR FLOOD ~ ~ ~ t ~ ~ I . N , IN = 209.00 -ry r I .,J..
LEGEND PLA , ; . I i is : h.
EXST. SPOT ELEV. 202.79 , _ ~ ' 1,~ i r.
PROP. SPOT ELEV. (202.79} a ' i- ' ~ ~r . ~ ; - , ~ - ~ ' . r , ~ ~ . ~ ~....NO- 498 ~ ~ r° i i i i 1. . I..;-_ ,i.. _ L l y ! .,...i... _ i ~ I, 205
20 }..v.. ' ..I - _ _ -a_ ' . _ i -r n . ! 4 i { . y----.r y I-- r a r ~_,t. . ' I 1 T I I j I I I i , r.,:........ "'111 ;.T~ L_~. ~1::
{ ' I I : i , a . -r-* i } ~ I ~ ~ -r } ~ i ~-r FAA, ~9 ~ : 1 i ~ ~ i ~ ' : m i I I : a h-+ I ~ I r~ I r r 1 r I r . I - I _ _ ~ S 1 ...,4. .,...T E : : r,, J a. .f..v - I 4. a... ~
r 1 i~ r i ~ I . t .1..,. I I I - I i I ' i I ~ S..(1 I l :P~Q I ~ r 1 r _i.. r-~ i
4. ~ ~ . _ ..a.a_ ~ . I . i { ti r 9' ' ~j i; ~ ~ }f ~ 1 .l..,i s a1 ~ ~ 4 4., - ~ I i i4 i ' - r~ _ ,
, k. ~ I I Q 3 1 r,, ~ + 1 J.. ~ I ' _L .._l. i....... .r..,., _,r..J , : I ...t., . r.T. ~ r,. r ° -t-~-1' I I
i . i 200 ~ _ f ! .s... ~ ' - . f. ~f _ ` ; .....~_I.... ~..i.- 1..4.,j _ 200 ~ . 1. - _ . , I : I r I { ~ L 1
I ....i . _ , . _r.. . - i I I °f ' I Ii, t t I ~I ' - I' ~ I t ~ j, r ~ ~ ~ I _
f i f i I, ..1. .r I I i ~ i..
~i I i o. .G { ~ ~ i ,1g ~ -T .-L. _ 1 .i.~-.. 't. t_. ry_. i-:'-1_~~,. ....i L-...{1. ~ _ L..'... - r 4 i ~ I uu r 1. ^ ' _ - - i.
1 ~ ~ l t t I - , I ' .i. I I II I I I: I I C I I I i - i 3 I I 1 I I I I, ~ i 7! I 'I ~ 1 I I I~ I i T, I . , '1--. I ; I ; I I
195 " : i ~ _ . - r I ' ; I : I ...a_ ..I.... ,_...,I~'. . ..I _ I - ~ _..J... ~ I 195
.t r-~- ~ ~ I I -'11~ is ~ ~ ~ ~ f VV 1.., ~ I - . > ~-O~ , ~ z I , ~ t Y' I , I i' j ( s - : . _ ~ . _ - 1' -t" r - r . r -
i _ i . I ~ t v..1. , i ~ : - l 1. . r r r I r : i r r~; -r I , ~ {.....I i . .r.;, t : }
: I { n-~ , ..I- : i I e{ 1 I I~ i J 4 _ . I : I I i . I j,.
K r r.... t r ..r,. _TT Ii.~."I k _ 4 1 i-I ~1i.7 ~ ~ I + , ~ ~I
1... 190 ' i _ I II _J.. . . 4 . _'.,,...,._l k ' , . L ....F.. , . ...E . ..i' . t;. ....i.. I 7...,,...i. : : : r ' : II , I I I I 190 I ! I r r r . .k.... ~ . J _.~_v F I : ' 7 .i I : I I : I ; ~ f I I ~ : I. : I ; r i , ..1.. -~I f , - ~ ? . t 'w-- - a
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NOTE: S,, 1 r
THE ABOVE DRAWING AND PROFILE DEPICTS ®a ,.4 , V , REVISION DATE
THE CROSSING LOCATED NEAR KIWANIS PARK. `.~'~~z~W'' ~ DESCRIPTION s BY APP
~ DESIGNED c~A CAPITAL AREA GREENWAY SYSTEM
e <-rti.
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~°C1~~~u+~` CHECKED GLA
Il
VERTICAL SCALE = 1 " = 5' APPROVED XXX
HORIZONTAL SCALE = 1" = 10' SUBMITTED XXX PROFILE 198
HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
AS SHOWN ARCHITECTS -ENGINEERS - P N0. 7522
_ CANNERS FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C17

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NOTE:
THE ABOVE DRAWING AND PROFILE DEPICTS .°~e~~,
THE CROSSING LOCATED AT BIG BRANCH CREEK. REVISION DATE DESCRIPTION BY APP
CAPITAL AREA GREENWAY TEM N DESIGNED GV~ SYS
DRAWN RNC RALEIGH, NORTH CAROLINA
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VERTICAL SCALE = 1" = 5' APPROVED XXX
7- U~
HORIZONTAL SCALE = 1 = 10 SUBMITTED XXX PROFILE 193
HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
' AS SHOWN N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C18

_
4 ~ I
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W J ARCHITECTS -ENGINEERS -PLANNERS
H W i FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C19

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o y 198.9 ~r~~ ~ ~ 00 8.5 1 7 ~
'a,, , ~.y 1-~ ~ W 1 ~ , ~ i ~
~ ~ i 99.5' ~ 87. x 'r3•~9, 199.62x ~ rv
C ~ ~ 197.8, R 197.8 ~ _ , , ,l x198.40;-_` + ~ 1
A , r R ~ e ~ . E ~ X198 x, 't ~ ~ x ,1 ~8 3 gg t ~
e _ R E ' •o • x195.63 19&.37;' ~ N ' o
k ~ ~ ~ 5.1 • ,
20 yw_ 19 . ~ _ ~ ~ ' . ,
1 "=20'
w. ~
~

i'^.... .4 ....:.....f . .,a-- -:....;....a_ .........ry....b.. , _ ,.e. ,
.y ..d.... .i. .i....d.. ..1.....;,.. . ..i.. ---P w. - , r , : , ;
, , r ...y. . r r _.,A _ - - , . _ ..,a_ : s _ , ~ I . ; ~ . , ....-..a.. 1 - : , , .e.. ,
.00 - = 18 2 PLA IN _q. ........:.....b. : ....e.. .......n.. ..d-. . ...e_ - E 1 e , ...a... r i... , r , _e.. - C I I + ~ ~ _ ..e.. ..1.. s i q... ~ ~ . : , - I-.....r.,... + q q ~ ~..1.. 1 , + , ~ ..L. r ~..L.~.
.n... A.. . q f t .-W-- 4 : : - . .......a i.... ..a... ..p ..a.. ..a.. ...v.... ..o. : I ~ ~ + F .i.... e. ! ~ . , , I ~ I I , 2 .......q...._ n. , ~ ~ ~ ~ ~ , -
, 215 ~ ~ ~ ~ ~ ~ ~ ~ ~ - , ; . ,.I.... . . _ ..e.. , . r., _ , , , , , : _ - • _
100 ...4...:.... YR FLOOD _...a. --=----w-...;.....q.- : : . .;.....4.. . --4... _ - j , . _ i I .,a., _ . W. . ~ _rr. , _ - . . _...e.- : _
1 ,8 .i....... 23 ` PLA IN ` ..~....q. , ; : : i ; , _ _ _ : .d... i ..i-.. . : , e - e i ~ ~ ,1...., ,...,.-F : ~ - - ~ - ..a,.--}-- - . .................4.. . ----.4.. - 4 t f I ..a .a_.. ,....t.... ...4.....;......a-. i ..t.~ . , I..... ..e., e, - ..t.. E J. .e.. { -e-. i i
..1.. ,....q-. i .a.. ..L . i i i ........q.. ~ ~ , . ..1.~ ....e.. ..s.....o-- 4 ...........n.. ..:.-...a.. : ..e„.,.....e.. ; S , ~ i ..e.... .....e... : , ~ i i , 3 , t ' i [ i i i . .e....... _ . E ~ i ~ -
; 50 YR FLOOD _ - - ..a.........a.. r - , : I a I , , -,a.. ..4,- . .e-- • , 210 , ,
PLAIN = 211.00 210 . . , - a. .7....,e _b...;_.... _ _..._~.....e.. . .F..a. r ~ i.. : - _ ~ ~ -1 E . ~ i :
_e...n.... ~ 4 . - : : : : r . : _ .b. ..,......r » . r.. ' . ..r - .A. ...r... r.. ~ ..q- ..q.. ..d-. - ' .e.. i . ..,.....a-. v ..d.. i . - - . ..e. , I ..d- .w- r.. ,.q , i ~ ~
: ..i.. ro ...a.. ..s-. , i i ~ : ;i I i i i , : t. .e . . - .e..
: ~ _ 10 YR FLOOD 1 ~i b....i.... ...q-....~.. ..a.. s.. ~i ..w- y. ~ , ..b.. ..e.. ..l ..d, . ~ - , i ~ : ..a ..:................w.. : _ ~n , , s.. -i-- ~ 'L_ , 4 ..o.. ti. : : i ~ - a_ ..2... .r...L..-. - - ..b- _ ~ : :
- . PLAIN - 207.0 - ........q.. ;.....a..:.,... r : " 4.. . 4.. a....;...... i ..A.. , ,.a.. ..~,,...a. ..a.. - 5 , : 2 0 , , ,
; - _ _ , ..q.. . -t... 205 - - E . ,,...a.. _ ..y. _ ' . .....4. . _ ~ i r ..e. ; -r ..a. , .r.....:. _ . I - I, , _ ....L.. , . : ..n.
....a....;....... . .:.....e.. - - r~.. ..ry... .-i-.. ..q....:.....q...._ ..q....,.....q : ..4.. ..4.. ...i - ..3....,-.. i i ' i : : ~ ..n a. e.. ...f .y., ..b.. ..r.. . .n„ . , .,r ..s . . Y.. .,.F ..i. .........4., ...y a , ..a., ,.1.., ...I : I ~ I , i ,
: ~ i ~ i , : : i , , , , , , , , I i , , , 4 , .i - .4.. ..o..l : { , .6 ~ , --r ..o.. „ ~ I, : , i : J YYY SSSS
..;-....k.. . .v ,.....4. 4.. < ~ ...4. ..a_. .i.. - ,.....s., .,»......sr.. ' : ~ i - , - < : .....i ~ t i , ~ ~ , , ..~.-...r.. i . : i ' , " 1 ~ 11 . ,
: i , ' ~ : ' - v - ..q_ . , , , , ; ~I a , , , 200
F ?/1~~~~RJ t, LEGEND i ~ ~ , I i. : i E _ .r. I= - 2 : I ~ ..s.. , .1. I' , , -
200 , ...4.. - - e 4... ~ . 8 - _ - - - V. 197.3 - ' ~ EXST. SPOT ELE i r ~ . ~ . d-. ..T. ' .w. , ' I .o. i .r.~ r n . Y I- , i , 1
PROP. SPOT ELEV. (188,50} _o.. a . E : : _ ..d. I ~--I--s I j.. . , ~ ~ r
.a. _ _r.. _ . f ...^...-q_ _r. : . , : : - ' ..5.. .4.. w. - rT , - _ . . . , . , + t -t. ...f. .,..,.~.,_a .a - .k.. t . _e.. a,. . . : ~ ~ , ,
....a.. , : _ ' _4- ~ - ~ _i._ ,.a.. ; - e ,....b - ,-e- i - - - , • _ ~ . , I : 95 , , , , : _
: _ 195 ~ - _ e e..... _e - _ ~ -------e-- , e. ..1,.....~ _ a , - w.. . :
i ...n......_... --...a...r. ..x... . ..i... .e... . : : - .-S.. ,.5......p.. . n._ ...a-- ..n. ..A ..a : i ..y.. ..q. ......---q ........L.- .y.... r'. i i i ? - ' ..w- ..s.. i i - . ..b.. .r , ' -u.. r : ! i i a I _ .........a.. ..ti....4 - ..t.... . ---....,,..4. !4 . _ . .1,. W..._ .,G..; , _ , .e. ~ - - - 3 i
..i- ..i.. ..a.. 1 - 0 : : i n .,.4.. „ , o
i - ~ i .q • i _ 1 i.. ..4 1 q .d- - ~ : : - : v { , , . : ..a_. , , , . Y ~ ~ - I° ~--I-- , - , . : , , , . : : , - ~ : : i . i r- ,
: : : u_ ..Q.....d-. 'i - - ; ~ i. ~ i __I - . _a.:.., . .."t - - i ..y.. ....r ..d.. I i i ...6....~.-.. t - ~ , . : j1 i i-- .......i.. --e. ~ 190 : 1 : : ,
..i.. ..q......-- ....-r.... - , „a.. ~ , : i i --7 -"t - y e.. .,p.. , .f... . ....a_ ~ - -5 , ! y_ . ..I., „J..,
190 ~ - - ~ : : ' i i : : : .g.. _ ; _ _ .a r .d-- ..d. „i.. ..v'.. - r ~ i - , - : I t t : ..d.. ,.,1.. , ~ ; ....e... , s.. - , - ~ ' r • . - , ~ a a - -a-- - ~ --4-
- ..o.. ....e.. .a : ..i... ~ - - : i , i _ : i i 'r ..n....;- ..A~-. : - . ..q : - .i.....d. ...i-. . I . ...,...d.. -o-. , ' s r.~ 4-- --I°~- - . , a , , ~ a , .,.I-. , ..I.. . ,
_a_ - , I , .r - -1. I r ...a.. ~ _ 4, a. ~ , .....e.. r. i~ : .m ~ ..v 4 ~ _ - .
a ..a . a-- . .:....a.....a...;... _ _ "-a- 4-- _..q.. ; : 1.. . ...a....4.. ; ..4....~...... _a....4. . i..v. I ...1... , f , .n. . _ ...a.. { , , , 5 . ,.d.. ..i,. n b . ~ .,l,.. ..a.. ..p ~ ..o.. ..L. . 1 ~ ~ i c : : : : 85 : , :
~ - : ~ 1 : ; ....~.....e....... --,s.. . - t ~ _ a..~ _ t • E- ,7
' ......d... ....b . 185 _ : , - -.-....b. ...;.....m...; ....t.. . ......d-- - - : ..p....,... .r.. ...i.....e-. . : ~ ...w.....; . . ..3. .{.-..r. .e , , I . F - --C - _.I_ - :
: : -.a.. .......o.. ..:.....a.. ~ i .....a... i i i , : i - i ; i i i i j e- ' : r , I i , , ' : I --R....,.....e.. .
r 4 d p , ~ ..A. ..A-. ..q.. . i i ...e.....o.. ..-w .d ..s- ..a... ..a ~ . i ~ i - - - - . A , a.. . i , r --.,,.R.. ~ ..4..~.. ,,.a.. . ,.,_.._4--~ e_ _ rw. ...4_ . _ , ,
~ : ..4..~.. ..a.. ..i.....q_ t ...e. . . ..a - ,i t : , , ~ .,q., ...;_.I. ..a.. : - ,....e., , 1 ~ I , 180
. i ~ '....i..........;....;... 1... a "i ..4.. ;.....4„ 35 45 55 65 75 85 95 5 15
5 35 180 5 5 95 85 75 65 55 4 25 1 50 40 30 35 25 15 5 5 15 25 10 10 20 30 40 50 60 70 80 90 ~ pp 10 20 30 20
20 10 90 80 70 60 30 100
0
1' 1' 3'-3"
VARIES
' 32' MIN. E ~ NOTE:
r0 2 ' L 20 18" CROSSING LOCATED THE ABOVE DRAWING AND PROFILE DEPICTS THE
U TRAIL (199.0) NEAR THE INTERSECTION OF CREEKSIDE DRIVE AND WAKE FOREST ROAD,
rr n ~ 10 18 THICK RIP-RAP #4 "J" RE-BAR 12"
o SLOPE CLASS 1 0 4" O.C. 63"x24" 2 I
0 N -•II•- " 3
GEOTEXTILE
FABRIC ti ti SOILti SOILti #4 RE-BAR
30 1, 30" THICK RIP-RAP EXIST. CONC. 193.5± 10" O.C.-E.W.
,r A 30 THICK RIP-RAP APRON CLASS 1 APRON
° RIP-RAP APRON CLASS 2 REVISION DATE DESCRIPTION BY APP
~A1 ' 2' 10' 10-- 1 ' 24 ` ~ GREENWAY SYSTEM
10 2 (3) 84 CMP . ; CAPITAL AREA 2 DESIGNED GLA
ABC ~ 4 STONE BACKFILL 2 CONC. 1 1
APRON TYP. 3 DRAWN JSM RALEIGH NORTH CAROLINA ,
(188.5) CONC. ELEV. 1" " 30
6" 188.0 PIPE INVERT 30" U ( ) CHECKED GLA PROFIT F SCAT E
W n ` 0 30 ,
30" , m 1 GEOTEXTILE ' ALE = 1" = 5' JLM • - VERTICAL SC APPROVED
~ FILL BOTTOM OF (12 )#57 yJ ' XTILE „ FABRIC D STONE 1 GEOTE
CULVERT W/ 6 WASHE FABRIC HORIZONTAL SCALE = 1" = 10' SUBMITTED ELM PROFILE 184
z FILTER FABRIC OF CONC. BASE H
HAYES SEAY MATTERN & MATTERN,INC. SCALE COMM. ' , AS SHOWN NO. 7522
N CROSS-SECTION THRU CULVERT N ti ARCHITECTS -ENGINEERS -PLANNERS
U7 W N -NOT RELEASED FOR CONSTRUCTION FINAL DESIG DATE SHEET RALEIGH, NORTH CAROLINA U UST 1999 C20 AG
J t-+
lL

oo. 4
201.05
x
20
I R 0 _
N
~ S 4 CMP p o AMP W
~ x ~0 R
ii / q. D
y `t 01.1 x 2;2 V ~ ~ C ~ /v 2:2
` ~ ~ ~ ~ '4 r PARKING E
S E AREA M
iX - F I T N . ,
z~ -
01. ~ 94.-0 x2 2.8. x 203.78 X ,
,,x198.41.,... .......201.29. ,
.9 201
3 1 8. 3 38.
x 19851 26 ' INSTALL PROP. 4 HIGH
x.__ 99: c 99. ~ FENCE ALONG THIS SECTION 'x 8
8.6~ ,q .1 ~ .1 ~ ~ OF TRAIL SEE DETAIL
T t ] ~ ~ , I :203._. ~ 0 . X 5
20 10 0 20 40 ~ 96,.4 96.45 , 02.94 D32
1 "=20' x 203.
c , ~ 'x x : 204.09
F F k ~~0.63.
203.5 2>~
oo X X o~.sa
.
: . I
i ~ ' ~ ~ ~ r y. Y1.. i
- -a_ - ~ ~ - .w . _rv ~ 9 ~ i.~ ~ a - t _ : C ~
soo vn ~.ooo PLMN ~ 217.90 w_y_ ~ ~ - r T,I. . i. i _ r_ ....w s .r .a. I' .F. ~a
~ - ~ a r r _r. _.._-r-.i ~ , I L. ..Y. w ~ t 1 I - ..w . ~ _ i :
..w 215 ~ ~ _ - - ~ r_.. 4 - ~ - r , a w w 4 I ~ t ~ ~ - _ ..,_-I-. _ y_. t ~ i i I - '-r ~ - . Y i
i I D r.-.~.. _ _ . -1_ ~ ~ A k . . i 7 ~ b .w „~.N_ ' - - _ ~
.tw - ~ 100 1R Fl.000 -r-,' _ . - , _ . ...u.. _ . _.t,.. PIACJ 213.50 -r-t~ ~ --r'- ~ I ' ~i I . 4 ~ - - ' v
I ~ . .r . ~ ~ , . y _ ~ F . + , ._r ~ a r,_ ~ ..k __r.. K- - ~ : - v.. ~ v , , . I : i, . ~ I - I - I
. 1_ . . r 50 YR FLOOD ~ i ~ . H..:.. N .p. r -r r ~ i : - I : r.i...... i. I I - ~-r a r. . _v - i i _ ~ 7 ..c . .v. ~ .i. w-.. ...4 r ~ t ' I
F1AIN ~ 211.00 i _ w ; . ~ A , r r r r - ! ~ t .y _.;......_y.. ~ ~ _ . i i ' r_ _ ' ~ . _ i, ~ I I ~ . , , g~-I- - - ~ . i y_... .
210 _ ~ r m ;'I I I _i. : i . ~ r . ~ , . :r r " _N ._w ~ i . i , m_ - . ; i I
i..' r.: .u. y ~.1.. .i' ~ .L-.w.. ..e.. .t-. z... r . r t ~ ~ i ..i .A.._ a r -r a ~ - r. F n w ..~._r r . , _ . : : ~ ~ - 4 r ~ i' I : I :
~ ~ i 10 YR FLOOD Nt I i . ' ..r
F'WN~207.D0 ' ~ ' _1, ~ r; i 4 ~ r. 1 . 1. ....I i l , y. , r y. r .I... . C i- _ _r.}_ _
, e . ; . ~ ~ ~ ~ 1 G'aol' ~ . y-
205 ` . , . o_. LEGEND 9 w~ .w . ' a r- .t : ~ _ r,_
w_. 1 4_.a r , ~ ; ~ ~ _ a a-~-- TELEV. 200.6 ~ ~ -._r , , _ r. EXST. SPO - - ~ ' : : : i . j
,..w_ PROP. SPOT ELEV, 198.00) . ~ r , ; ' ~1 4 - , r . , . ~ . _....r 2 dot a.. 1... ~ . _ _r . ~.M . . ~L y
. , ._i., ~.w t . b „i d p.J ' o... ~ I 1. , + _ _L,.. . . < < w - _ r
_ t w.{ ~ r v -r i - ~ r ~ i. , I ; 1 I ; ~ : : , i t I I i. s_.... ~ ' i ~ ~ i ~ I k ~ I i ~ ~ l t' ,..j I 1~~} _ ;
i. 1 r t r. r... - t 4 ~ F .+'i f 200 , Y ~ ~l ~ _l. „.k.. i r-. ~ N 1~# i ~ , t i . I Rf . . . ~ 4 x~-x ~4~ , REDS ~ ` .
, v . M C,.~.~ r ,_E... , , i _ ~ .
_ I ~ ' F ~ - a 1 ~ I ..a.. ' . , I 1~
..i r ,.-,-.b. + i F l . , , i.. a_, . _u._ ' ~ F ~ - ~ _ o r c I. r P 1~ 1~JflS ' 4
l.... r 1 4,; - . b ~ r{ ' i ~ ~ .J , , I.
19 „ n . 7; 5 ~ , ..._r ~ . , Y F i . , r ~ I I ~ - F-1 7 ~ : : _ j a ~.._w _ ~ r I. ' _ r I _ . i .r. , , I . , . _ ° x
a v . i . , E~TE +LE ~ - _w_. : r-
~ . ; ; . r L.. i,. t ..r -.i.. i .i 1... u.......+. t t r4-. ~ . t I ~ i .r . r ~ . .t,. . l I 1' L ' ~ I
' , . a i r r .'i.,.''r., , . i r . ' F 't 4 1 .,v..'' r
, D 9, ~.1.. ~N '..4 , ~ r... , . .r.., ~ -
190 ! ~ ~ _ r . r . . ...n. I ,..r 5 f. I ~ i , .v , . a...~...n....A . ..........r t r . ~ : : i
> r . ~ w.... . , _t..... , t ~ ~ j„~ t j~1r~ }}fir . ~I I .r. ....r... i. ~ i i i :
_ _ .,L... i i,- ~ 1 i ' L, ...,.r n. ..~I . I ,Y...1. 1 t , . i. I.~... n i ..i.
- , . 1 N ~ r 7 , . i , : r .,.4 . . . .r...i I,. a „ ..ti . i I i i ''r~. r I r . ,r t. n. i ' ~ i r, ' ,r ~ a . I ~ ~...4 . ; ,.r . , i.. ,.i. , .
f _ _ _ Y _ . - °-.r. , ~ .5.. ~ I i - j, r , S
185 15 5 25 35 45 55 65 75 85 95 5 15 25 35 45 5 5 5 15
95 85 75 65 55 45 35 25 80 70 60 50 40 30 20 10 4 50 60 70 80 90 10 20 30 40 50 60 10 20 30 0 100
100 90
0 0
G E
Q NOTE:
40' U THE ABOVE DRAWING AND PROFILE DEPICTS THE CROSSING
1 TO 1 SLOPE z LOCATED BETWEEN WEST HODGES AND CREEKSIDE DRIVE.
PROP. ELEV. (202.00 TRAIL o 89
o g' 7 10
HOULD TRAIL SHOULDER SLOP , SLOPE 12
12 OUTLET PROTECTIO
m INLET PROTECTION
CU
4' SSELECT BACKFILLZ ~ I
REVISION DATE DESCRIPTION BY APP
9 9 D9 D CLASS I CAPITAL AREA GREENWAY SYSTEM
4x8 x3/4 PRESSURE 4 -RAP CRABTREE CREEH RIP REE CREEK DESIGNED GLA
TREATED PLYWOOD 7 84 CMP DRAWN JSM RALEIGH, NORTH CAROLINA
D ~ EXIST. 3
CUT 8 OPENING SWALE CHECKED GlA
AT BOTTOM-BOTH - - BOTTOM W w ENDS
- 9 APPROVED JLM
m 2 a #57 WASHED STONE TILE FABRIC GEOTEX
PROP. ELEV. 189.00) VERTICAL SCALE = 1" = 5' SUBMITTED ELM PROFILE 180
Q z H PROP. ELEV. (191.00
HORIZONTAL SCALE = 1 ° = 10' SCALE COMM. HAYES SEAM ATTERN ~ MATTERN,INC.
N EcTio~ N TERAL S LA ' ' AS SHOWN N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
IGN -NOT RELEASED FOR CONSTRUCTION HEET FINAL DES DATE S
ASE 0 SC N W RALEIGH, NORTH CAROLINA AUGUST 1999 C21
H L~_

O ~ i ~ i \ i
.V i ~ ~ I I \ \ ~
~ INSTALL PROP. 4 a ; r
HIGH FENCE ALONG THIS i i ~ \ ' `...1 i 1 \
W p SECTION OF TRAIL i i / ~
r SEE DETAIL ' ~ ~ , 5 ~ ~ EXIST. SHED
~ ` l ~ ,
3~ D32 , ; X , -
- 0~ , _
_ ~ , ~ ,
, . , . 9
i
V
- ~ 20 .
I X

1 .2 INSTALL STANDARD PARKING EA TRAIL DESIGN
18 SEE DETAIL ~ X2
~ x1 84" CMP 1
X199.66 ~ D26
4,r

~ 7 - ;
~ f
~ 1 .90 a
.
c
~ ~ ~ xti * ` xti
x199.6
~ \ h^_ 1 ^ \ } • 1 2 .88
197.0..., a y X 200.
F ~ ~ F x a I
X ~ w
0' 10' 0 20° 40' 2 , x w 196.7 X X 53 ~
1 =20 ~ , ~ , ~ 198.9 198.9 3,3~ ~
j ~0 ~ ~ ~ ~ -
x ~ I
'w ~
r ~ II x i ; i
i - _
FINN-217. - r T i - i.' j r, ~ ~ ~ , - a ' -
~ ~ I ' I , I I ~ : ~ - ~ . ~ -
215 . ..4 a _ _ 215 _
W . . 100 YR FLOOD .T _..-1 ~ _ _ : r .a_-' _ ti ~ - - - .....d.. .-:.6 1-.i.-.. ..!....1 ; . - I I I ' r ...p. 1. . a .:_z-.. . ._,y. - - _ .:..r e
PIAIN ~ 217.50 ~ . - ._I_,. 4..~... . - - - i:, is ! : I i
...I ...a.. I I ' ,.L_ ......u :..._a.1 so rx FLOOD Y:..
a,u+ - 211.00 + ~ - - - r_ f i. ~ I
~ J,.. 210 , ~ a - _ti - - 210 --r--- ; ..f. - - ~ ~ - - - , - .art - - . , I
4 _ I LEGEND _ ~ - ~ - I ¢ . r ~ . I I G.. -
r: 1 EXST. SPOT ELEV. 188.84 ,D,~ FlAOD I i I
' PROP. SPOT ELEV. (201.00) ~ t , - - _ - `i~ _ ~ ..r.„. i . i. ~ ....,....4 ,.....a. ~ - _ - -
_ Y I + `t r, ~ ~ ~ - - : n
205 1 . I ..w. ~ ~ 05 4 I e. .4. - i 4
E ~ ~ -n ~ - ~ ........a..~ . ' , .,a..~..:..~.. .e.~ 4 i 1 ' ~ ' t ~ _ f. ;i
d. i.. I - ~ I 1 ~ ~ ~ i t I -r ~.-1 - y--~--?' ~ : ~ - - r 6 ...r F... ; ~ , a ,
' ~ I , - ~ F ~ e i f. E i i~ ~ ~ 9 i I t ~ .3. ~ i j a J
~ . , i I r . . _ a r } ~ ~ ~ ~ , ~ ~ j.., : ~ ~ ~ i F
> > I 200 - ~ _a _ . ~ I I _ _ . 200 t t ~ -
r .fly t ~ ~ ~ ..i..°- .-e- ~ f a ~ .F..4 6 ,q: r , r ~ _ i.. 1.;. v b . I _ r 4 . , a. ~ , I , _ ,..4 a.~ - - .a-
r i.~ . w-. ~ _ . _ _r..r - n-.~ -4 7 ~ I i i - ~ r . _ 1 - r . r~ r°° a , , , ~ i , ~ 1.._._.
_ i., , . , r ~I Mt . ; W. i r ~ 1 I j . ~ . r t + e. . ~ . t 41.ro. E-~ - -
t- 1-. . ~ 4..r.. _ ~ : - .rte. a . _ 4.:... . _ _ { k ..i_. I r..~. , i .......,..4.. .....-r-r.-,.....~. _
195 _ , : ~ - r . t . , ~ . - 195 'T ~
~ r .P... . _ , , I A.., . - r r r . ~ _
.v . . ~ ~ ,4.. I r i : I ~ v . ; 1 I I I
~ - : I r .w . - : 4 r . n. ..i.... - . .e . ...1... - _ r.
~ 4 ; ,...a , , ~ I. r... . v ~ y . . FpCB I _ : ._v . .4
190 ~ ' µ T
- - .u....: ~ _~..a ~ -F • ; . . ._i ~ a 1 ~ ~ I _ t E ,..o . _ e . - _ .....1 . , r ; : - r I ~ I .ra _ ...-F-- .w.A ..i., i.
~ . r ~ r..r. .w.. T r_ ~ I. .~_.r. ..i._1 I ...W.
..r - - r t 7 a k I i 7... r - ~ , . , . w..y : i i - ~ i .r. .r .......a.... r-i-.'-
~ i , . _ . , i ~ - . _ -a--+ r y....- k~ _ _v... e.... - e _ .s . I , v... r . _ ~ ' {
185 r - - -r _ _ , a . - _ a .a ~ 185 . ~ I . , .a
J.. ~ ~ w_„. p y ~ i - ~ t - r i ~ 4 r ...r.. ~ ._n _ r. ...a..
~ L. ~ -i...G -
65 55 45 35 25 15 5 5 95 85 75 5 15 25 35 45 55 65 75 85 95 5 15 25 35 45
90 80 70 60 50 40 30 20 10 10 100 10 20 30 40 50 60 70 80 90 ~ ~ O 10 20 30 40 50
Q
o
z
NOTE:
° ° 40' ° THE ABOVE DRAWING AND PROFILE DEPICTS THE
N 1 TO 1 SLOPE N PROP. ELEV. (201.00) TRAIL CROSSING LOCATED AT THE END OF INDUSTRIAL DRIVE
g' 7' 10' 7' 8'
ti SLOPE SHOULDE TAIL SHOULDER SLOPE , 12 12
O INLET PROTECTION OUTLET PROT I N
C I , REVISION DATE DESCRIPTION 8Y APP
SSELECT BACKFILLi 4 i I
m I DESIGNED c~A CAPITAL AREA GREENWAY SYSTEM
4'x8'x3 4" PRESSURE ~ CLASS / 4 DRAWN BROJ
N TREATED PLYWOOD "CMP RIP -RAP CRABTREE CREEK 7 84 CREEK RALEIGH, NORTH CAROLINA
CHECKED GLA
W ~ ~ ` EXIST. CUT 8 OPENING ri, t~IR. , m .~.r .~~~.9,j . SWALE
AT BOTTOM-BOTH =~~.'~~~v~~ BOTTOM ~~aw~r~~ .a _ PROFILE SCALE
ENDS ~ ~ ~ ~ - HORIZONTAL SCALE: 1" = 10' APPROVED JLM
1 a 57 WASHED STONE GEOTEXTILE FABRIC z H VERTICAL SCALE: 1 " = 5' SUBMITTED JLNI PROFILE 178
PROP. ELEV. (190.00)
~t PROP. ELEV. {189.00) CU HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
n S ECTI 0 N LATERAL ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H CALF NO S RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C2

i
201,4 ' 2 3 x A
Pt No: 490 14 T\
01,7 Pt Name: S 0 ~ ~ x ' ~ 0
~ , , ~ ~ El ev: 199.00 ~ 3 ~i ' o _ _ _ - • 3
Desc: ABT ~ a ~ ~ ~
~ Nth: 751202.22050 196.2 x ~ . 0 0 x
_ Est: 2113403.79958 A .62 \ ttl ~1 Pt No: 489 ~ o h
~ Pt Name:
o 12 HDPE Long: -67°421.3.2882 R ' Elev: 197.50 ~ R
Nth: 75 ~52~50 ~ ~ Grid . ~ , Desc: ABT Z
Grid Est: 2113403.79958 w Nth: 751188.16593 ~
~ r u abt G o p. 0 Est: 2113454.88959 ~ k
S ~ 186.0 ' p ~ ~ ~ W Lat: 2°415.4199 ~ z ,z
0 T98.37 ' ~ ~ x ' > 203.26 Long: -67°4212.7843 ~
197.11 x1,97.11 I Grid Nth: 751188.16593
'D j i ' -I Grid Est: 2113454.88959
6 0,..--~. !x197:62 , Grou abt P
~Op 49
~ ~ ' 198,4 a
/ ~ ~ ' ~ ~ 0
N ' 196.58 ~ ~ 6.58 ~
~ x ~8 ~.88 199.0 ~ 7.7 1'~ ~ ~ 4 ' ~ ' v .ter p0
1199,8 x ~ ~ , ~ ~ ~ ~ ~
~I _ r ~ ~ ~ ti ,
' i ~ ~ ~ ~ ~ 197.50 y , 197.50 w ~ i p
0 k - -
C ~ 1.85J0 _ 198.83 - - - - .
T ~ _ „ ~ x 195.1~~8 ,.,x 197.52 .f ~ ~ ~
~ ~ X7.52 - ~ ~ - x2 ,
ti . / h ~ ~ SOCK CH . -ROCK CHECK DAB x2 .50
k ~ ~ ~ ~ ~ SEE DETA SEE DETAIL ~ -
` 2 ~ ._r--
F, _ D29
20 10 0 20 40
1 "=20'
202.13
_ _ _ .
x 205.64 P01,4 _ -
~ . "-„r.
r r--,-r -r -t~ r . _ w. _ ~ _ _ _ .x_. ~ ~ _ W-. r , C ~ , ~ ~ - .r
J . ' ' ~ - ~ ~ I. ~ i r.. ~ ~ - ~
500 YR FLOOD _ . _ _ _ - ! - ~ W.~ , ~ , , - ~ _ _y_., r,
PLAIN - 215.00' _r _ _F _ _ _ _ 215 _ ~ r- - ...t. ~ ~ _ ~ ~ - .-.1- _ - ~ ;-I f ~ ~ 215 _
I r_ _ ~ _ _ E- - -r. _ ~ ~ ~ ~ ~ _ _ ~ ~ ~ - r ~ ~ r_ . ~ ~ ~ _ _ ~ L.:_ W
t - r
4 ! ~ _ - _ . .r. ~ ~ ~ _ ~ . .b.. - - - 100 YR FLOOD , - ~
. r ~ -t- PLAIN = 211.60' ~ - L
- v ..7 ~ ~ . _ r-~- ~ = _ - 50 YR FLOOD 210 ~r. ~ ~ i ~ ~ ~ ~ ~ ! ' _ _ _ _.~._I.-. _ _ _ - ~ . A._... -e - ~ ~ _F_ - ~ - ~ . i ~ ~ - i ~ 210 - - - - - .._a . _ _ - _ ~
PLAIN = 209.30 _ - ~ ~ - - ~_r ~ ~ ~ . _ r_ N ~ - ~ ~..1_' u_ -a- - - - r
LEGEND ~ - ~ ~-r w~ ~ ~ ~ ~ ~ ~ - - ~ ~ _i- r . - i - i i _i
EXST. SPOT ELEV. 201.68 ~ i _ ~ ~ _ ~ _ _ ~ ~ ~ . f i y _ _ ~ _ ~ _ ~ L - f -
PROP. SPOT ELEV. 197.00 ~ - - v .;--G 1.;.k.-- ~ - ( } - - 10 YR FLOOD
- '205 PLAIN - 205.50 205
. r i i L r - t- - ~ - ~ - - - 1-~ - ~ I ~ } _'_r. i_ `rte ~ i
_ r- - _ - ` ~ r _ _ ~ ~ L_~ ~ .t
i~ _ w~ ~ - - fi
_ J(" ~ _ r'- r - -1
- r~; -t- I ; ' 200 ~ ' --t E- j- ~ ~
_ _._L.,_ ~ - _ I ~_.-_t - Y ~ F - - - - - - ~ - 200 ~ ± ~
_.w_ ` - r ~ ~ f - ;
L _ - ~ - T ~ _ - _N - - - ~ i I i
, ~ ~ F-- i - r. l ; . - ; -r-- ~ 1 1.~- ~i
- - ~ r ~ ~ r _n L._.. ~ ~ -.r_: _ _ -I- ~ - 1 ~ _ f
- - ~ + - - K F - - ~_P_ - , r 1 - - , - - - - - - - ~ 195 I F ` f" -
r J y
; - _ _ _ ~ _ _i,..T_. i ~ + ~ - ' - -
_ _ ~ - r ~ r ; ~ 1 - 4.-
t ~ _ _ r - --i_ ~ _ - 190
190 p - I. 1 ~ i t i _ _ ~ _ _ _t ~ . - _ ~ ~ - } 1. ~ ~ - a 1~`
~r
_ ~ w
- ` - ~t~ _ . ~ w_ ~ ~ - r.._..~ _ _ _ ~ ~ ' , -i_~-'_ _~__I . r _ _ _r~.__.w 1 .
7 y ~ _ M_ . , . ~ _ w- ,--C_, -w.~.. ~ ~ ~ - -
185 ( . ' ~ 185 ~ - _ . w_ , ,
I L..__ ' . _ - ~ , , I ~ 1 p~.~ i~
+ . f i I f ~ _ w m m~,_.. .,-r-. _ - a-~r p-_ ~ _ ..-J _ ~.-s
~ - r ~ k ~ ~ ~ _ ~ t~ ~ . ~ . w ~ r ~ . ; . ~ f _ _.r. _w.._~. _ , ~ . ~ - - - . i _.1~~ . _
k - ~ -w w... r - ; _ ~ - - - ~ ~ ~ - -k.. _ v.._ ~ _.j- - - I' t,
180 95 85 75 65 55 45 35 25 15 5 5 15 180 15 25 35 45 55 65 75 85 95 5 15 25 35 45
z 1 Q ~ 90 80 70 60 50 40 30 20 10 10 10 20 30 40 50 60 70 80 90 ~ ~ O 10 20 30 40 50
0 0 0
N (U
V O
m
Q
NOTE:
THE ABOVE DRAWING AND PROFILE DEPICTS THE
CROSSING NEAR ATLANTIC AVE. AND HODGES ST. REVISION DATE DESCRIPTION BY APP
3
m 3 CAPIT DESIGNED cLa AL AREA GREENWAY SYSTEM
(Y7 CU U j DRAWN RNC rt- RALEIGH, NORTH CAROLINA
W UV
W W H CHECKED GLA
m Q W
U J VERTICAL SCALE = 1" = 5' APPROVED XXX
Q Z HORIZONTAL SCALE = 1" = 10'
H SUBMITTED xxx PROFILE 161
CU CU Lf~
h HAVES, SEAY, MATTERN &MATTERN INC. SCALE COMM. ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS
H IL FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C23
S

rF ~ ; ~ , /
r ; PLACE 30 LF OF CLASS 1
RIP-RAP 30 THK. AT PIPE ' , f.~
,~~XIST. SEWER / OUTLET ALONG CREEK BOTTOM
N r' CROSSING AT
THIS LOCATION. ,F' ~ r
/ ~ ~ FIELD VERIF~C: ~ ,
~ ~ 0~ ~ o / r ~ ~ r
X ~ » ; ~ f ; 84 CMf'' t
i ~ ~ ~ / ~ ,
~ ~ i ~
~ i ~ ~ i ~
~ ~ i ~ i j ~ ~
~ , ~
/ l ~ i . I r /
~f f , l ~ f f ~ ~ l
i l ' , / , ~ ..y ' ~ i
i % • i ~ ~ . i r ~ ~ %
. r 193.34 - t ' ~ ~ i ~ ~ . r i ! J , ; i. . ~ Y
/ r ; r
' ; f,,.
; - / r / ~ ~
~ ~ ~
r ; ~ / ' ~ F°°
fir' / 1 i~ ~ _ r j
r / . ~
~ , r f ~ ' - , ,o ,i r%~ ~ END TRAIL DESIGN W/
r' y ~ I ~ r , • ~ EXTRA STONE BASE STA rf. ; fl F F ~ ;i / / i i
~ , INSTALL ROCK ~ ' ' 72+ 30 ! i ~ F ~ i'
r CHECC< DAM f ~ i' f rf , f r r ~ SEE DETAIL f' ; ;
S~~E DETAIL ~ 2 ~ % ~ r~ r. % A; D26
2 ~ it f' / r~
~ ~ I i ~ D29 , i~ l .ti 'I ~ !f - ~ ~ j r
f ' r` r' 1 - -
r 40' 20 10 0 20 F,. ;f ~ EXIST. GREENWAY r' , ;
1 ~~=20' ~ ~ ~ r~ ~ ~ ~ % ' ~ ,
EXIST. GREENWAY ~ / l
,C
f ~ r i- ~ .
_ - _
215 215
YR FLOOD 500
PLAIN = 213.50
-
- - -
0 10 100 YR FLO ' ~ 210
PLAIN = 209.50 I
LEGEND
EXST. SPOT ELEV. 183.59 50 YR FLOOD
PROP. SPOT ELEV. (194.00) PLAIN = 207.00 -I
205 ' 205 - -

10 YR FLOOD
PLAIN = 203.00
- ~ f G--~-
200 200
- -
195 ~ E T 195
- t r--
-
i _ -
i, f 190 190
_ t , . w
r
"f-` !
j ~
185 ~ Y - 185
_ -

I )
~ -y-- f0 ! -
Q
180 95 85 75 65 55 45 35 25 15 5 5 180 5 15 25 35 45 55 65 75 85 95 5 15 25 35 45
~ ~ 0 90 80 70 60 50 40 30 20 10 Z 10 20 34 40 50 60 70 80 90 ~ 10 20 30 40 50
0 0 0
0 0 N
CD
N R
m ti
NOTE: 0
C THE ABOVE DRAWING AND PROFILE DEPICTS THE CROSSING
DOWN THE SLOPE BEHIND CROWN PONTIAC. REVISION DATE DESCRIPTION BY A P P
m 3 DESIGNED cLa CAPITAL AREA GREENWAY SYSTEM
V
N U DRAWN RNC RALEIGH, NORTH CAROLINA
W W CHECKED ALA
F-
m Q VERTICAL SCALE = 1" = 5' APPROVED JLM
U J
Q Z N HORIZONTAL SCALE = 1" = 10' SUBMITTED JLM
W PROFILE 144
N CU L(7 HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
U7 ' ' ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
r-a iL i' RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C24

r _ r
r
1
14' 14' 4' ~
14'
2' 10' ASPHALT TRAIL 2' 2' 10' ASPHALT TRAIL 4LT TRAIL 2' 2' 10' ASPHALT TRAIL 2' 8' MIN.
C MPACTED TO - SHOULDER SHOULDER CQMPACTED TO - SHOULDER ~ 2 I-2 ASPHALT SURFACE SHOULDER SHOULDER COMPACTED TO - SHOULDER CLEARANCE tFACE 8 MIN. 2 I-2 ASPHALT SURFACE
2 I-2 ASPHALT SURFACE 8 MIN. 6 6 CLEARANCE CLEARANCE 6
2% 2% 2~
~ ,ti s" ~ ~ , - AT 50' O.C. PLACE 6"
t, 2:: - XISTING ~ ~ ~ DEEP TRENCH BELOW XISTING y ,T~,,~; XISTING
GRADE ~ GRADE STONE BASE WITH 12 MAX. ~ GRADE , SLOTTED 4" HDPE ~ , , ,
~ ~ i`~ CORRAGATED PIPE WITH --------------~rd______ D' ~ PIPE TO - .1Z111Q~~.P _
i 8" AGGREGATE GEOTEXTILE ~ _ 1TIU111TI11111T GEOTEXTILE GEOTEXTILE SOCK TYPE t DAYLIGHT 12 8„ AGGREGATE BASE COURSE
95~ COMPACTED BASE COURSE FABRIC 95% COMPACTED FABRIC R-3341 OR APPROVED )MPACTED AGGREGATE EQUAL. SLOPE LENGTH CAP ENO 95~ COMPACTED GEOTEXTILE
SUBGRADE SUBGRADE ODE BASE COURSE OF PIPE ®.2% SUBGRADE FABRIC FILL 6" WD. TRENCH WITH
~ ~ STONE (DO NOT USE
> > > > 3 - solL).
1 2
NO SCALE NO SCALE
NO SCALE
15'
i ~
I ( I
ca~c ca~G
. 6'-0„ 4'-G„ 6'-D„
20 THERMO PAINTED LINES TO
Q" » COMPLY WITH NCOOT ° ° d ~ -
6 ABC STANDARDS d ~ d °
h ~S• r ~ su „ „ ° ad SOIL i 6 24 a ° d e
d e a d ' ° d e W ° Y ° d ;
Y EXP JT °d o ° ° EXP JT ' z_Q z_Q e ~ ° d °
° I-- 3 F- 3 ° ° a ° ° a ~w ~W `d x~ ° o
-O ° ° d Q~ N ° 1 W (A W lA ° ° °d° iD
2' 14' 10' ASPHALT TRAIL ° MAX: S_ LpPE ~ ^P d < °~SLOP° °
TRAIL a .~Q. e. 12.~ ° ~ a ~2.~ d .a 'n. 'a SOIL ° °
SWALE PAVEMENT MARKINGS
2' 10' ASPHALT TRAIL 2' 8' MIN. TO BEGIN AT THE
SOIL TRANSITION- PACTED TO - CLEARANCE EDGE OF C&G TACTILE WARNING SURFACE pp'' AAAAII FACE OF CURB/EDGE OF PAVEMENT .L~L~ 3000 PSI AIR ENTRAINED
~'P•) SHO 2 I-2 ASPHALT SURFACE SHOULDER 6 CONC W/ BROOM FINISH EXST EDGE OF PAVEMENT
2~ y,,.
AT 50' O.C. PLACE 8" XISTING NOTES: *SEE PLAN FOR TURNAROUND LOCATIO DEEP TRENCH BELOW ,a, GRADE )UND LOCATIONS ° ~ NEW CONCRETE NEW CONCRETE d ao
" 12" EXISTING & NEW SWALES SHALL BE STONE BASE WITH 6 ES HALL BE S RAMP(SEE DETAIL) RAMP(SEE DETAIL)
MAX DIRECTED AROUND NEW TURNAROUN HDPE CORRUGATED DBL. _ PIPE TO *SLOPE TRUCK TURNAROUND :?ECTION V TURNAROUND. 1ND :?ECTION FINISH PAVEMENT
VED - - - - WALL PIPE OR APPRO _ _ _ DAYLIGHT » IN SAME DIRECTION AS GROUND SLi GROUND SLOPE. COMPACTED SUBGRADE
EQUAL. SLOPE LENGTH 8 AGGREGATE BASE COURSE
OF PIPE ®.5q GEOTEXTILE 95~ COMPACTED FABRIC SUBGRADE .TRENCH WITH
FILL 8 WD
STONE (DO NOT USE s ~ CURB CUT RAMP
~ ~ SOIL). 5 4 D26 NO SCALE NO SCALE 2 No scALE
RC-07
NO SCALE
CONTRACTION JT PROPOSED Tf
EXPN JT 1 DEEP SEE DETAIL PROPOSED TRAIL (SEE DETAIL) EXST. OR
) Y
SIDEWALK - a PROP. CONC.
4" UNLESS OTHERWISE ~ 1- » 1 )1 f- M Y! .0.: 'r :.A.., t0.., ;0.., ~...,0.: 2 0 10 -0 2 0 a NOTED SEE C3) ~ 'e
_ ~ ~/2 fn N ' • a ~ ` ou ° °a . °
y W W W y ~ y W~ W 4" POROUS STONE FILL d°
W ~ W W ~ COMPACTED WWWWW°. W', y W f 4 W W W W~ W 6X6-W1.4X SUBGRADE
W y W~ W W W W1.4 WWF FILTER FABRIC W W W~ W W W y`/ ~~AMIP ~`W W W~ W W W
y a y MID-DEPTH W W W W W ~y e y~. W ~ BRASS W W
GRA~SS~ d o .~~w~ WWA w~~ ~ 9, 95% COMPACTED
e~ ~ y ~ ~ ~ ~ ~ w SUBGRADE
~~~w~ ~~l"~ ~ as WCy ~ y W y W y W W W W W W ~ LONGITUDINAL TRANSVERSE EXPN JT GI GEOTEXTILE 6"
. W W W W W ~ W~ W x r W~W~ W W W w> CONTRACTION JT y W W W w W ~ y a Q N° e . a ,W W y y W W y~ TRANSVERSE CONTRACTION JT FE FABRIC
y W W W ~W~. ~ ~ y W y y W~ N ®10 WIDE OR co ` a ~ ~ ~ W GREATER EXPN JT WHERE MIN.
a WALK ABUTS CURB, e EXIST. CURB ~ y W ~ ' ~ SLOPE` ~ a;` W~UJ~PEy W W <~/2 ° a W W W SAW CUT
& GUTTER W W W pO~N° y W W W W A01NN W z yy~yWyrLW .Wy~W. 6" AGGREGATE BASE
g z a~.y- Q .r a _W a d a- _ d d
o FACE OF w
o CURB EX. JT i EX. JT~_~M w N EDGE OF PAVEMENT » 50'-0"
2' CURB TAPER 2 CURB TAPER -
3000 PSI CONC W TYP 10 10
~ NEW CURB GUTTER PL~N WISH SC BROOM F NO NO SCALE
z" DOWELS PARTIAL PLAN 2 CURB TAPER
~ 2 o.c. m i~
7 1/4 R 4• 1/2» ~iiii~iiiiiii ii~i~ i~iii ii ~i iii i~i~ REVISION DATE DESCRIPTION BY APP
~~~ii~~~i i iyT~~~~~~~i ~i~i iN iii i~~i i~U , 1/4 R 4 SAW CUT USE ~i i i~~a,~i ~ ~i~ i~i~~~~ :,'o: f
m EXIST. JT. IF FINISH PAVEMENT ~ ,Q , . DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
D POSSIBLE ~ SECTION COMPACTED SUBGRADE
cCDU CONSTRUCT EXPANSION JOINTS DRAWN JSM RALEIGH NORTH CAROLINA
i WHERE WALKS MEET CURBS, 5TEPS, w WALLS OR FlXED SLABS. CONSTRUCT CONTROL JOINTS CHECKED GLA
~ ON SIDEWALKS ~ 5'-0"
m 1' 2' 10' 2' 1' EXPANSION JOINT MATERIAL SHALL BE CENTER TO CENTER.
1/2" THICK. SAW CUT TAPER RAMP TAPER SAW CUT APPROVED JLM
Q CONTRACTION JOINT z EXPANSION JOINT SUBMITTED JLM
H l.L
N CU HAYES, SEAY MATTERN & MATTERN INC. SCALE COMM.
LC7 9 ' ' N0. 7522
W 8 J NO SCALE ARCHITECTS -ENGINEERS -PLANNERS AS-NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
D26 NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST-1999 SHEET D26

NOTE:
10'-3" 2"x4° 16'LG. TOP RAIL NOTE; 1. ALL PILES SHALL HAVE A BEARING AT A DEPTH
CONT. TlP. 1. ALL PILES SWU.L HAVE A BEARING AT A DETERMINED BY SOIL BORINGS, SEE SPECIFlCATIONS. CONTACT OWNER'S REPRESENTATIVE IF
2"x6°x16°LG. TOP DEPTH DETERMINED Bf SOIL BORINGS, SEE PLATE CONT. ATTACH SPEgFlCATKNJS. CONTACT OWNER'S NOTE: DISCREPANCIES EXIST. 2. BOARDWALK WffFIOUf HANDRNL SHAH NOT EXCEED E 20" IN HEIGHT FROM DECK SURFACE TO EXISTING
C3UaT W/3" GALV. SCREWS f 1" RADIUS REPRESENTAINE IF DISCREPANCES EXIST. 1. ALL BOARDWALK SECTIONS ARE WTIHOUT HANDRAIL SHAlI NOT BASED ON A 8 FT. DESIGN MODULE. 2. BOARDWALK ODULE. GRADE
IXCEED 20` IN HEIGHT FROM DECK SURFACE TO EXISTING GRADE. 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER 2°x2"x3' WD. BLACK SPECIFlCATIONS.
4"x4"x5'-2" LG. 12° 3/8" GALV. CARRIAGE 3. ~ L~UM~ CStiAIL~PRESSURE TREATED 4. ALL LUMBER SHALL BE ATTACHED WTfH GALVANIZED VINYL COATED CHAJN SCREWS, NO NNLS SHOULD BE USED. 3/B" GALV. LINK FENCE
POSTS 4' O.C. 1"x4"x29 1/2" LG. 2'x 6"x 16'LG. HAND - BOLTS W/ WASHERS CARRIAGEV COVER PLATE FOR FOR ALL RAILS. 4. ALL LUMBER SHALL BE ATTACHED WITH 4'x4" POSTS ATTACH RAIL CONT. ROUND GALVANIZED SCREWS, NO NAILS SHOULD ~ CARRIAGE STS q"xq" P0~ 2"x4° TOP RAIL
W/ GALV. SCREWS TOP EDGES USED. 4' O.C.(TYP.) 2"x6°x16°LG. CONT. TYP. TOP PLATE
2"X4"X16'LG. 2"x6'x9'-9"LG. DECKING 23-1/2" 2'
(1) 3/8" GALV. CARRIAGE SPACER ATTACH W/ 3" GALV. 2"x2"x3'WD. 10'
BOLT W/ WASHERS (BOLT SCREWS 2 PER JOIST THRU POST) 32" PER PU1NK BLACK VINYL COATED 2'x6"xt6'LG. BOTTOM CHAIN-LINKED FENCE RAIL CONT. TYP. 2'
24" 24" 24" 24' 24" ,r . E~
4"x4` BRACE ® 8' O.C. TYP. BOTH SIDES 3" AIR 8-1/2" (2)5/B" GALV. HEX 2` . c p 80• ,
SPACE BOLTS W/ WASHERS ~ 2'
(1) 3/8".GALV. HIX ~ N Na
BOLT W/ WASHERS TYP. tt" I I I I (2)3/S" GALV. HEX BOLT W/ WASHERS X~ x 2"X6" Na O
BOTH SIDES ALL 2"x6"x16'LG. BOT. RAIL ~ N, os
° i • POSTS. 2•x5• JOINT 16' O.C. 3" NR SP. 24° MIN BLOCKING i I I I ANCHOR IN PLACE 3° AIR SPACE N Z x6
15• 114° o.c. i I ° I I ~ W/ GALV. PLATE. AND 24" CUT GALV 2x10" CONT. GALV. HURRICANE TIES JOINT 16' O.C. 2' x
MIN. HURRICANE JOISTS 24 O.C. ON AlL JOISTS. 2"x6" N, ~ 2"X12 BRACES xo
2 3 4"GALV.- TIES ON ALL ~ 12° VARIES 6"x6" PRESSURE TREATED PILES ,
HEX BOLTS JOISTS W/WASHERS. 2)2"x12"x10'LG. 8' O.C. (SEE SPECIFICATIONS). N, . " 2 o x 2#12 BEAMS a
BRACES BETWEEN VARIES 2x6 BY ANGLE
(2)2"x12"x10'LG. RAIL POSTS. 2' 2' 2' 2' 4' 2' 2' 2' B'
BEAMS W/ BLOCKING • 4' B' O.C. 4' 2"~6•
BETWEEN PILES. 1. ALL BOARDWALK SECTIONS ARE 4° BASED ON A 8 FT. DESIGN MODULE. 2' /
8'-3" O.C. (TYP.)
"x6a j 2
2 LEVEL BOARDWALK ELEVATIOP :LEVATION WITH RAILING
OSS SECTION WITH RAILING BOARDWALK CR EQUAL ~ ,
027 27 NO SCALE NO SCALE
NOTE: NOTE: QUAL
NOTE: 1. ALL PILES SFWiL HAVE A BEARING AT A DEPTH 1. ALL BOARDWALK SECTIONS ARE DETERMINED Bt' SOIL BRINGS, SEE SPEgFlCATIONS. 1. ALL BOARDWALK SECTK)NS ARE BASED ON A 8 Fi. DESIGN MODULE, ~ 2"x6"
BASED ON A B FT. DESIGN MODULE. CONTACT OWNER'S AEPRESENTATNE IF DISCREPANgES EXIST.
2.804RDWALK WTTHaII HANDRAN. SHALL NOT IXCEED 20' IN HEIGHT FRO?J DECK SURFACE TO IXISDNG
10'-3' GRADE. 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER
4'X4"Xi6'LG. CURB SPEgFMAT~S' 2"x6"x9'x9" LG. DECKING
2"x6"x10'LG. CONT. FASTEN W/ 4. ALL LUMBER SHALL BE ATTAgiED WRH GALVANIZED 20" 20" DECKING GALV. LAG SCREWS. NO NAZIS SHOULD ~ USED. 2°x2°x3' WD. BU B' ATTACHED W/ 3" GALV. 2"x2"x3' WD. BLACK SCREWS 2 PER JOIST PER
_ (2)2"x8"x16'LG. BEAM VNNYL~~TED CT VINYL COATED CHAIN LAP JOISTS PLANK UNK FENCE 12" T1P.~~
2) 5/8" GALV. HIX 4' ~+--VARIES
I I I I I BOLTS W/ WASHERS 4' 4, 4' -
Q I I I I B O.C. TYP. VARIES I f RAIL JOINT RAIL JOINT 2'
a e • PLATE AND GALVANIZED HURRICANED L JOINT L JOINT W TIES ON ALL JOISTS. 'AIL JOINT MIN.
9" • 6'x6" PRESSURE TREATED
1-1 2 PILES 8' O.C. DRNEN INTO THE GROUND (SEE
SPECIFlCATIONS)
2°x8" CONT. JOISTS 20" O.C. -LAP 12" TYP. !4)2`x8"x10'LG. > > 1/ OUTRIGGER
(2)3/4" GALV. HIX CROSS SECTION (2) D8L BEAMS B'O.C.
BOLTS W/ WASHERS W/BLOCKING BETWEEN PILES
8~ D.C.
4°X4"X16'LG. ClgtB 2"X6"X10'L0. CONT. FASTEN MI/ GALV. DECKING 3" AIR SPACE '"-r 2"x6`x16' LG. BEAK B'-3" T1P. BOTTOM RAIL POIPlT
LAG BOL BREAK 3" AIR SPACE (TYP.) 90° H~ I
POINT SLOPE YARIES ~C~N
90' 10% MAX. SLOPED HORIZONTAL
ADJUST HEIGHT OF SECTION SECTION 2'x12" CROSS-
/ ~ I / ~ ~ HORQONT SLOPED BEAM TO MATCH ~Np SLOPE
i~ / ~ ~ ~ SECTI / / ~ / GROUND ~ 5 BOARDWALK WITH R
2"x8° CONT. JOISTS a AILING FRAMING PLAN 27 NO SCALE
20" O.C. LAP 12 2' 4• HOLD 8'O.C. TYP. 4'
16' BECTON BASED ON HORZONTAL DISTANCE
8 -0 O.C. N ( I - IXISTING
~ - GROUND - I ~ I ~
6'x6" ~-i _ , PRESSURE TREATED
PILES 8' o.c. HORIZONTAL SECTION (SEE SPECIFlCATWNS) 4
i ~j ~ '9'_ F_ ,Y.
4 SLOPED BOARDWALK ELEVA - N WITHOUT RAILING 3 BOARDWALK CROSS SECTIO ~C ELEVATION WITH RAILING
27 27 NO SCALE ~~k~
NO SCALE , a~ ,
1x4 OUTSIDE COVER PLATE NOTE: AT END POST TYP. 15" LG. #4 RE-BARS
CALL PILES swat HAVE 24: O.C. EACH COURSE
A BFARMIG AT A DOEPTH a"xa"xs2° LG. Posy 135' TYP. PRE-DRILL OEIERMINm 6f S (
BORINGS, SEE • SPEgFlGTIONS. a~ 5~~
CONTACT OWNER'S (2)5/8° GALV. HEX BOLTS • REPf~SENTATNE IF w/ wASHERS (5)6"X6"X16' LG.
DISCREPANgES IXIST. ~ ASPHALT TRAIL (TYP.) TIMBERS z aoaRDwauc WITHOLIr
WWDRNL SHALL NOT 4 . 4"X4" CURB PLATE IXCEED 20° BI HEGHT S F ~ ~~m , LATE ~ ~ "3
FROM DECK SURFACE TO IXISTING GRADE. 2 2x6"x6'LG BRACE 0
3. ALL LUMBER SHALL BE BOTH SIDES ®EACH END ~ PRESSURE TREATED AS OF BOARDWALK ~ ,
PER SPECIFlCATIONS. O E 4. au LUMBER swat eE 6" ABC STONE ~ r ~ ~H d T~~,. tiu~ a r>~ ~S f.~
n ATTACHED WRH s GALVANIZED SCREWS, 2'-11 3 "
v NO NAILS SHOULD BE 0 95% COMPACTED usED. ° U ,my°.. r » ~ tr~
z (2)5/a GALV. NIX SUBGRADE BOLTS W/WASHERS 2"X4"X 10' LG. 4)2"x8"x t O' 0 16" g
o ~ 0 ;)O ~
~ LEDGER FASTEN LG. BEAMS ASPHALT (2)s/s" Guv. HIX 8" #57 WASHED TO WALL
~ TRAIL BOLT W/WASHERS o STONE BACKFILL
TYP. Q
a EXISTING GROUND EXISTING GROUND JND
~ ~ 9576 COMPACTED FASTEN TO WALL
o p SUB-GRADE I ~ Q U
~ 6" ABC V o NOTE: I~'E REVISION DATE DESCRIPTION BY APP
sroNE BURY BOTTOM 24" O.C. 1. AU P o D #4 REBAR 15 LG, BEARu 1. ALL PILES SHALL HAVE A BEARING AT A DEPTH
~ 28" ~ 8" X57 15" LG ~4 RE-B,ARS 24" o.c. vARIES TIMBER TIE BOTTOM TIMBER INTO DETER WASHED STONE EACH COURSE TYP. {PRE-DRILL) 24" MIN. BppN DElER1ANED Br 6~L DESIGNED cu CAPITAL AREA GREENWAY SYSTEM BORINGS, sEE
GROUND SPEq~ m ~ o BACKFlLL OWNEI SPECIF~ATKkIS. CONTAGT OWNER'S REPRESENTATVE
~ a 3000 PSI CONC. ~ MBERS IF DIS (B)fi'x6"x24' LG. TI 0 FOOTING ~ 2 BOAR[ Z~D1~ DRAWN RNC/JWA RALEIGH N RTH 01
o p ~ HANDF HANDRAIL sHALL Nor 0 CAR L NA
IXCEE EXIST. GRADE FROM w EXIST. GRADE 3" EXCEED 20" IN HEIGHT FROM oEgc SURFACE To CHECKED GLA
~ E)OSTIi - 3. ALL L m 4"x4'x36'LG. PRES: E)O511NG GRADE. 3. ALL LUMBER SHALL BE
~ POST (2 PER 4' PERFORATED SPECII PRESSURE TREATED AS PER sPEaF~ATIONS. APPROVED JLM
r 12" J MIN. END) DRAIN -PIPE 4. ALL L 4. ALL LUMBER SHALL BE ATfACI#D WITH GN.YANIZED
a TO DA`NGHT ~R~ z BE U! ~ SHOULO SUBMITTED JLM
BURY ONE COMPLETE TIMBER i
cNU ~4 RE-BARS 15" LG-24" O.C. ~ TIE BOTTOM TIMBER INTO HAYES, SEAM, MATTERN &MATTERN INC. SCALE COMM.
i GROUND ARCHITECTS -ENGINEERS - A AS NOTED N0. 7522 _ _ PL NNERS
a BOARDWALK TRANSITION WITHOUT RAILING W FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
J D27 D27 NO SCALE NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST 199 SHEET D27

30" 3
> , NCDOT TRAFFIC RATED 2X2 GRATE „
" 8 35 MIN. 8 4
I i4 -I~~Tiii~~ll- - to ,..III_ -111'-l~i~~~„-,iii,- ¢
„ ~ r HOLE IN FRONT ONLY ~ Do MORTAR-=.. P.r OPENING . ,
'_0 OR 2X2 SALT-TREATED Fi NOTE: HOLE TO BE DRILLED IN BED ~ ~
pECIFIED YELLOW PINE REAR OF TRASH CONTAINER AS S 6" w
~ ~ 18"x24" ~
3/8" x 4' CARRIAGE p O ALL cv U
- BOX (GALVANIZED) cABLESPUCE z NOTE: ALL SIGN WOOD ~
3 8" HEX NUT MOUNTING AREAS 2x4 ~
/ TO BE ROUTED PTSYP w ~ O ~ ~ „ O
ALL LEGS AND BACK 1 /4 DEEP. SIGNS ~ ~ ~ O m TO BE SUPPLIED Q ~ O
_ SUPPORT PfPES ARE BY RAL. PARKS. ' tr I I , .
2-3 8" GALVANIZED 1 4" HOLE SS N GROU Q ,
/ PIPE. CONTAINER COLOR- WASHER o I o - * p
DARK GREEN PIPE
1 /8" VINYL CABLE Y V
N 3000 P.S.I.
FRAME NUT ~ ~ CONCRETE 33„ o
AND BOLT 4d X ticv N I I PLAN
2° 4~ ~
SECTION
A ~ ~ a ,
1'-6" FINISH 2 ~ ° LOC WASHER NOTES:
GRADE ~ ~ ` . , ' LOOP IN CABLE MADE
WITH CABLE SPLICE 1. EITHER SOLID BRICK, SOLID BLOCK OR PRECAST
I CONCRETE MAY BE USED. ~ 2. FOR 24" R.C.P. AND LARGER USE PIPE DIA.
LENGTH A PLUS 12" FOR MINIMUM INSIDE DIMENSION.
SURFACE MATERIAL d ~ 6 -0 4 2 e „ 3. STANDARD STEPS REQUIRED ~ 16" O.C. WHERE DEPTH EXCEEDS 3'.
AS SPECIFIED d 1'-4" a 3-~ 4 „ 4. 24 x24 CASTING USED WITH 12 -18 PIPE.
CONCRETE FOOTING .4... - b coNCRETE 5. 24"x36" CASTING USED WITH 24"-30" PIPE.
3000 PSI ~
b b „ 4
NOTE: Y BLOCK ~d a MASONR , COUNTER SUNK HOLES 1 W x 1 DEEP D28 NO SCALE
ASSEMBLED AS PER ~ » 5/8 BOLT 1 -6 DIA. OR REBAR
MANUFACTURERS ~ THREADED ROD W GALV. FLAT WASHERS
INSTRUCTIONS. I AND NUTS COUNTER-SUNK ON BOTH ENDS
1 2 3 3
28 NO SCALE
D28 NO SCALE 28 NO SCALE D28 NO SC
1" 52
FOR CONC. PIPE 8" CENTER PIN STEEL PLATE BOLLARD STEEL PLATE
HANDRAIL to n
w/1 1/2 POST ~ » SST
o N ~ ~ 5 -0 O.C., PNT PNT I
N c0 ~ ~ ~ ~ ~ ~ I ~ O i _i i ~ i i
~ ~ ~ N - - ~ 4» CONCRETE ~ I 6 ~ i i i
~ i~ I i~ N SIDEWALK - 3000 PSI _y 3aoa Psi ' 1 - ~
~ ~ I ~ CONC i~ . ~ N 3 4" 4 2"x2"x L ~ 10 /
PIPE 6x6x#10 I D ~ W.W.M. CONT. HOLE CONT.
„ » ~ 1 /4 ~ cv
GRADE o o v o. p o v " TOP VIEW STEEL 4 1 x 1 x L
- - / a ..~-e- . 3„ AGGREGA-' AGGREGATE
„ v o a ~ ~ BASE o a SASE
10 ~ ~ a.:. a R~ ~ CONC / oa . (2) #4 CONT. #4 CONT.
1"x10" STEEL PIN
TYPICAL SECTION e ~ \ \ BOLLARD o
/ WEL ~ N
U WALL ~ THR ,
FINISHED
END ELEVATION » 12 GRADE
MIN HINGE PIN STEEL PLATE
" „ ,III ° a ° I I=1 t~-~-~ ~ ~=n i- 3x13 x1/2 VIII ° a a4 Ilt
DIMENSIONS AND QUANTITIES - ~ ~ II IIII° _ O
~i CONCRETE PIPE CONCRETE ° a
I' 45° ANGLE SINGLE 6 - 4 a ° 4 ° 1- FOOTING I I ° Q III -II ° I
COMMON DIMENSION PIPE D2 NO SCALE .III a ° , ° ° v ii= I-I I a b a I
D H B G T L PLAN „ ~ ~ » ~ ~~TI~~ a 9 ;ir
15 2 -5 1 -8 1 -9 1-1 2 3 -6 STEEL m PLATE CONCRETE 'IIII li!
18 2 8 2 3"x 13"x 1 /2" FOOTING =1 _ _ _ _ _ _ _ _ _ _ _ _ ° _ ~
24" 3'-4" 2'-0" 2'-9" 2-1 2" 5'-6" 2'-6"X2'-6"X - " I~IIH ~~,111111„II'~'~II_lil-III~~~III~III,-U~IIH~~-~i~-III=III-~ii- 2 0 ~ ~ 2 -6
30" 3'-9" 2'-4" 3'-6" 2-3 4" 7'-0" 45' CHAMFER
36 4 -3 2 -4 3 -9 3 7 -6 ~
E 4 1,> 42' '-11'2'-8" 4'-6"3-1 2" 9'-0" 1 x 1 REVEAL a
48>, 5'-7" 3'-0" 5' 4» 4" 10,_6„ U
Z ~ 8
2'-6" 6" x 6" SALT-TREATED TREATED
°o WOOD BOLLARD 0 STEEL ANGLE D28 NO SCALE »
(YELLOW PINE G G G G z~x~ 1 /2 X 1 /4
m V E' (WELDED)
~ d: , _ a. qR~ p 3" FINISHED GRADE ti OP . ~ A .a ~ d • ~ V BADE
~ SV .d. ~ Ce ~ e S :~a. 0
~ R,h ~ .a . n a«~ : td.. - ~ -III=III=III= =III=111-~
~1F d. d _ _ - SUBGRADE >~DE
~ ~ d'a ed. ~Pd~ ~ d•~~~ °~d III-I. b b,.~ .e a° + .d -111 Ili. ~ a'- ~ z ° - - CONCRETE FOOTING ~ d < ~ 1 /2 D , " 11" III=1 , , I- - REVISION DATE DESCRIPTION BY APP =TE FOOTING
° ° < d ° - d 1 -6 =I I ( e I ~ (3600 PSI) Psl CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
m a. ~ a ° 3 ° ~ . ~e d ° ~d ~~'a _ ~ n =III s. o
d a . 10 I SAN D DRAWN XXX RALEIGH, NORTH CAROLINA
d. ° ` ° d 4 ~ ~4'. - i ( N = - n -
W _i~~~~ _ - _ ~I- 1I ~I I I=111=111-I I CHECKED GLA
L
ELEVATION 1'-s" DIA.
SEE PLAN FOR PIPE DIAMETER APPROVED JLM
a z SUBMITTED JLM
H
N ~ 5 HAVES, SEAY MATTERN & MATTERN INC. SCALE COMM.
D28 NO SCALE D2 NO SCALE ' ' N0. 7522
W ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 199 SHEET D28

z
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FLOW
STEEL OR WOOD POST POST TO BE INSTALLED VARIABLE -AS DIRECTED BY LANDSCAPE ARCHITECT
BN.C.D.O.T. #57
Y WIRE FABRIC SLANTED TOWARD UPSTREAM 10' MAX. �J WASHED STONE CLASS "B"1 THICK
END OF DITCH. 5'MIN.--� II A o� o A RIP -RAP �_ "MIN
TOP OF DITCH NO. 2 CHICKEN WIRE (VAR.)
V BURLAP \ SEE PLAN
WIDTH OF EXISTING CHANNEL
VvzvzV/ 1.5' ' 2'
a_
v Sz
��_FP`l
\
S_0" CLASS "B" �\
N.0.D.O.T #57
26" BURLAP m I= -, RIP -RAP WASHED STONE
18' MIN. LINE CUTOFF TRENCH W/ EXTRABOTTO
M 6" MIN STRENGTH FILTER FABRIC —
6" �III—I
FILL SECTION—BB
SLOPE
k-�ND.tt_\rBPLAN,jur+E _
ED I I-111-111=1 I L-1 I F -I I I- ,TN
ANCHOR BURLAP STEEL POST 2 ��� ,� SEE PLANS 2 MIN
6" MIN WOOD POST 3'%<����� 2 2LEVEL OF
LOW I I—III = _ _ _ _ —
�� \ 1 LOWEST EMBANKMENT -III— —III I I I I I- T
l U ' III—III—III—III—III—III_ -
�V II CLASS 1 STONE
SEE
NOTES: PLAN
NOTES. NOTES:
(1) FENCE FABRIC SHALL BE MINIMUM OF 32 INCHES IN WIDTH AND SHALL HAVE A �i 1. DRAINAGE AREA NOT TO EXCEED 50 ACRES. GRAVEL BEDDING
STEEL POST TO BE MINIMUM of 6 LINE WIRES WITH 12" STAY SPACING. \�\� \ \� \ 32. MAXIMUM DAM
SPILLWAY HEIGHT
CAPABLE OF CARRYING OR FILTER FABRIC
DRIVEN IN 2', WOOD (2) BURLAP SHALL BE 7 1/2 OZ. WEIGHT AND A MINIMUM OF 32' IN WIDTH, BURLAP .
POST TO BE DRIVEN SHALL BE FASTENED ADEQUATELY TO THE FABRIC AS DIRECTED BY THE ENGINEER. THE 10 YEAR STORM.
SECTION—AA 4. SIDE SLOPES UPSTREAM: 2:1
IN 3'. (3) STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTNER ANGLE DOWNSTREAM: 3:1
5. CHECK STRUCTURE AFTER EACH RAINFALL.
STEEL TYPE. 6. CHECK STRUTURE FOR EROSION, PIPING
(4) WOOD POST SHALL BE 5 To 6 FEET IN HEIGHT AND 3 To 4 INCHES IN DIAMETER, AND ROCK DISPLACEMENT AFTER EACH
REPAIR
SILT FENCE WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN # 9 2 ROCK DAM 7. RP-RAPRSHALLDBE CLASS EBIATELY. 3 RIP—RAP LINED CHANNEL
WIRE STAPLES 1-1/2" INCHES LONG.
NO SCALE (5) REMOVE WHEN VEGETATION IS ESTABLISHED. NO SCALE NO SCALE
DETAIL 1
J�� �' �B
UPSTREAM END OFOVERFLOWA ry SEEDING SPECIFICATIONS A
1/2 DIAMETER OF PIPE STREAM CHANNEL STORM DRAIN 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
OR 12" WHICH EVER IS 5' MAX r ADVERSE SOIL BANK HECONDITIONS, IF AVAILABLE. r-jj---- '' n
GREATER COARSE AGGREGATE �yS yyyy `I�\ i 1/3 PIPE 2. RIP THE ENTIRE AREA TO 4 INCHES DEPTH. 11D z
... ....... 111
EARTH FILL COVERED BY
6" DEEP LARGE ANGULAR ROCK — y y vv vviVy ,O, 1 / _ °. *' .'y D��R 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING L_
yy 11�`I i r `''" SURFACE REASONABLY SMOOTH AND UNIFORM.
FILTER FABRIC - yV �� 000 p 0 ° �� I / Hyyyy yy � SURFACE
RF CE F ow �`� 4. APPLY AGRICULTURAL LIME UNIFORMLY AND MIX WITH SOIL. o
H y1 y cr- O p O y a 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
1=1I�II IHI I�III- �I1=1IrlIbl IbI�iJ' y� 1�y y ° 00,(:?/, o ° 00 O J ° r
y ' ow � Fjp �0 0 0 0p 0 ° o ° _ euRti BOTTOM UNIFORM SEEDBED IS PREPARED 4 INCHES DEEP. RAD=D-
10,0 _ L� 6
- yyy �I�p d0 0 C70 0 ° 0 '-1==� °F PLYWOOD 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
-I rAl =1I y Iy o 0 0 �- --� 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
I - I �w - --_�_ - WITH SOIL AFTER SEEDING. L 3 H
I � � 4 y
y W � � —
11=1f y III yw y y NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/4" EXTERIOR PLYWOOD 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR EEH
I III-Ill"TI-IIILITf (I�III-1I1- I } Why STONE APPROACH SECTION1 SHALL BE PROTECTED AT THE END OF RESEEDINGS. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
/ 5:1 MAX. SLOPE ON ROAD EACH DAY IN ACCORDANCE WITH THESE STEEL FENCE PLYWOOD INLET PROTECTION
CAPACITY OF PIPE CULVERTS ELEVATION STONE OVER FILTER CLOTH DETAILS. POST (TYP) FOLLOWING ORIGINAL LIME AND SEEDING RATES.
TOGETHER = BANK FULL FLOW UPSTREAM END OF //JIDEPTH
J STORM DRAINOVERFLOWAPPLICATION RATES GEOTEXTILE
BEDDING 9"
FLOW R URE AND
EARTH FILL COVERED BY SURFACE FLOW I II'::: II Y SE x/10 OS SF ABRUZZRYE
tNGTOA MIXTURE.
OSEED MIXT MATERIAL
LARGE ANGULAR ROCK
k( 3:
4 .....::
DIVERSION
iDIAMPIPE
ETER AGRICULTURAL LIMESTONE 100 LBS./1000 SF (140 LBS./1000 SF IN CLAY SOILS) SECTION A
y.:
ORIGINAL STREAMBANK °' MULCH - 100 LBS./1000 SF - SMALL GRAIN STRAW
COARSE AGGREGATE y y yyyy —\� yyyy yyyy WASHED STONE FILTER :d.:. .. '.,. ANCHOR - APPLY EMULSION 0 7 GAS. / 1000 SF MIN. 3D DEPTH
ACROSS PIPE INLET • ° MAINTENANCE D
IN
STONE ` ti 1. CONTRACTOR SHALL WATER AND MAINTAIN ALL SEEDED AREAS UNTIL AN DD
HARDWARE CLOTH ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED. r "
FILTER CLOTH 2. ONCE AN ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED, GEOTEXTILE
THE CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR i9'- BEDDING
STONE FILTER INLET PROTECTION THE SEEDED AREAS UNTIL THE VEGETATION REACHES A HEIGHT OF SECTION B -B MATERIAL
TEMPORARY STREAM CROSSING OPTION 4 INCHES.
3. AN ACCEPTABLE STAND OF VEGETATION SHALL BE 92% COVERAGE OR
25' STREAM CHANNEL MINIMUM BETTER. USE TYPICAL SECTION SHOWN ON PLANS OR
NORMAL SIDE SLOPE, BOTTOM WIDTH, AND
MINIMUM TOP OF BANK DEPTH OF CHANNEL, DITCH OR NATURAL GROUND.
TOP OF BANK
4 TEMPORARY STREAM CROSSING PIPE INLET PROTECTION PLYWOOD AND STONE SEEDING NOTES 10 PIPE OUTLET PROTECTION
NO SCALED29 NO SCALE D29 NO SCALE D29 NO SCALE
50' MIN.
80oO000 �0�oco 0 0 00008
Compacted Soi `2' MIN.
15' OR WIDTH OF
0 0 0 0 00
0 0 0 0 0 0 0 0 0p o 0 0 0 0 o PROPOSED TRAIL,
EXISTING o 0 V. 0 0 0 o WHICHEVER IS FIoW
o� 0`�:LEAN STONE(NO. 5�/) o� 0 0 mo 18 " min.
< -�
ROADWAY o0 o c0 00 0 00 00 0 0o GREATER. _ _
�g o 0 0 0 0 0 0 6� I I I I.
%
0 0 0 0 0 0® _--�
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. o 0 0 0 0 0 0
ea 6' TYPICAL
PLAN
II _ITL JII-jII= ANCHOR NETTING IN
=111 -III_ 1=1' A 12—INCH TRENCH
12—INCH NEW CONSTRUCTION REVISION DATE DESCRIPTION BY APP
111-1 III
,, OVERLAP JOIN
STRIPSOVERLABY ANCHORING EXISTING 50' MIN. 15' MIN. DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
ROADWAY - \ CRABTREE CREEK TRAIL
DRAWN XXX RALEIGH, NORTH CAROLINA
6" MIN. � 12" MIN.
CHECKED GLA
CROSS SECTION TEMPORARY DIVERSION DIKE
X29 NO SCALE APPROVED JLM SOIL EROSION
STRAW NET & SYNTHETIC MAT LINED CHANNEL s CONSTRUCTION ENTRANCE SUBMITTED JLM DETAILS
\L2,9,/NO SCALE \2-2,91NO SCALE HAYES, SEAY, MATTERN & MATTERN,INC. SCALE comm.O7522
FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION ARCHITECTS — ENGINEERS — PLANNERS AS NOTED
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D29

Part 2 Products Specifications 2.01 Manufacturer
How to Specify A. Pin Foundations, Inc. 8607 58th Ave. NW, Gig Diamond Pier S stems
Harbor WA 98332 206 858-8809 Y ( )
This information has been developed to assist landscape 2.02 system Type
architects, architects and engineers in providing standard A. Speed PileButterflyClip - Bracketslchps shall be hot format specifications for specific projects. It is to be used only dipped galvanized steel with hot-dip galvanized lag or Use for boardwalks Use for boardwalks
as a guideline, and should be altered as appropriate to fit specific thru bolts and eleetro galvanized lock washers. Typical
li to be A36 hot-rolled steel or stainless, without railings. with railings. conditions or project design. Italicized language indicates brackets/c ps ,
information which will vary depending on the foundation product B. Diamond Pier -Precast heads to be minimum 3500 psi 4"x12" Pressure treated beam. Use with ;d beam. Use with 2"x I O"
1 e c ntact a Pin Foundations re resentative to concrete six sack mix 3(8" a e ate with 6% air 4x10 Pressure treated be 9 you choose. Peas o p ggr g > e 4# bar confmin rin s. use with 2"x8"joists with galy. joists on top ofbeam -Field adjust heig] review revisions for your applications. entrainment. Reinforcing to b g g to level boardwalk. Minimum height 28' -Field adjust height ~4 RE-BARS 12" [inimum height 28".
Cast in place sleeves to be schedule 40, UV resistant joist hangers -Field adjust height
raj PVC. See 2.04 for connection style. to level boardwalk. Maximum height 18". Part 1 Gene Galv. mounting bracket et
2.03 Pins/Capacity -use standard 4"x6" 1.01 ScopelDescription
A. All pins to be used in pairs. Capacity relative to Galy. mounting bracket post bracket. A. The general ccnditons, alternates and addenda, applicable 12"
drawin s and technical s ecifications shall a 1 to all work length, diameter, and driving angle in site specific soils. -use standard 4"x6" g p pp Y All Pins to be schedule 80 galvanized steel, mitered or post bracket.
under this section. blunt driving end. Pins to be capped with black UV
B. The CONTRACTOR shall famished all materials labor, resistant ethyl propylene caps, sealed with 50 yeaz equipment and incidentals as shown, specified and siliconized latex caullc.
required to install Pin Foundations. 2.04 Conneetion/PostBeams
C. Work includes preparing site and soil, furnishing, preparing
n nt ali 'n levelin lumbin and A. Diamond Pier connection to be galvanized steel post foundatton compo a s, gm g, g, p g base attached to pier with single 5/8" galvanized anchor 1-1/2" Dia. sch 80 Galy.
installing foundations components, setting and driving bolt or by embedment. Alternate connections -provide steel pipes Typ. foundation pins, locking pins and cappnig pins.
(4) #4 bar stub steel for connection to cylindrical site 1.02 Related Work formed concrete riser, or provide (2} %z' galvanized steel Pins
A. Superstructure Construction anchor bolts spaced to receive plate end of a galvanized PLAN VIEW
Note: B. Wood treating/Field Treating steel riser. Anchor pins to be 10' in length.
C. Load Testing B. Pressure treated posts to have factory treated ends at
1.03 References/Standards soil contact. NOTE:
A. ASTM A 53 -Pipe, Steel, Black and Hot dipped, C. Continuous grade Beam stringers to be connected a ALL FOOTINGS TO BE - PRE-DRILLED, THEN
Zinc-coated butts with Speed Pile Splicing Brackets. CLEANED AND CHECKED
B. ASTM A 123 -Zinc (hot-galvanized) coatings on 2.05 Superstructure Shaped Steel Products A. See Section BEFORE POURING.
C. ASTM A 153 -Zinc coating (hot-dip) on Steel Hazdware
D. ASTM A276 -Stainless Steel Shapes Part 3 E%eCUt10n 6"x6" PRESSURE TREATED POSTS (2)18 #4
NO SCALE E. ASTM, ACI and CRSI standards for precuts concrete products 3.01 Inspection/Testing RE-BARS
F. ASTM D-1143-81-Standard Method for Pile Testing A. Contractor shall verify superstructure layout, spans EACH WAY
G. MSDS Pasminco# 119 (rev-1)1211411987 -Zinc and resulting loads for consistency with the NOTE:
Material safety Data Sheets manufacturer's evaluated capacities or approved load test 24" THIS SYSTEM IS NOT
lA4 Delivery Storage and Handling results, and report any inconsistencies tothe owner's „ DIA. TO BE USED WHERE 1 THERE IS CONSTANT
A. Contractor shall veri u on delive that all the proper agent prior to installation. p ry 3.02 Site re - - - EXIST. GRADE STANDING WATER
materials have been received. p p AND~OR WHERE THERE
B. Contractor shall rotect the materials from damage. See A. Alteration of site soils or vegetation is to be kept to p an extreme minimum to avoid erosion and the need for Temporary Product Storage of Galvanized Components in IS EXTREMELY POOR
Manufacturer's Installation Instnictions. re-vegetation See Sections for erosion Orient and/or rotate piers so that e ierssothat 12" SOILS. CONSULT SOILS P
C. Contractor shall review MSDS documents and maintain control measures and revegetation. pins do not conflict with existing twithexistin REPORT FOR SOIL g CONDITIONS. erify before
a co on site at all times. B. Extreme care shall be taken to assure that no conditions. Field verify before pY deleterious material such as galvanized coating panicles, installation.
1.05 Submittals siliconized caulk, or equipment lubricants be allowed to
A. Latest edition of Manufacturer's Installation Instnrctions. enter the surrounding site. NOTE:
B. Samples of all foundation products to be used in the C. Speed Pile top bracket or Diamond Pier capped pin work in this section i 1 t ve. Do not ode or
ends to be access b e a grade or abo gr C. Stamped shop drawing of foundation system details excavate site to provide level grade for system Note: 3'-6° CONC. FOOTINGS USED MIN. AS BALLAST PLUS
and connections to s ersttucturc (For bidder designed installation. See Su fracture Installation, Secrion Use Diamond Pier up pers ~ SUPPORT 11 CU. FT.
foundation support.) System as an alternate 30" OF CONC. PER POST -
' otechnical evaluation of foundation s stem 3.04E ui mentlInstallation to driving 6"x6" posts D. Manufacturer s ge Y g p MIN. MIN. 1600 LBS. EACH POST
Load capacities for this project. A. Foundation system to be installed with into the ground. SOIL
1.06 Quality Assurance/Testing hand cazried/hand-held tools only. A. Soil testing and outside inspection or vendor supervision will B. Pins to be full length as specified before driving.
be paid for by the owner. No coupled or welded pins are to be used.
B. The Contractor shall provide all necessary equipment and C. Follow Manufacture's Installation Instructions for
personnel to perform and monitor pile load tests. Bracket attachment or Pier Placement and Pin Driving.
Pins to be driven with 60# or 90~ electric pneumatic Installation jackhammer. Pins maybe "set" the first foot of length „ 50 OR 60 PENNY
or driven the fma12" with a sledge hammer, if pin end 6 NAILS EACH SIDE
You will need: Diamond Piers with the corresponding damage is minimized or removed before capping.
number of Pins and Pia Caps, a shovel, automatic D. Pins may be cut off in a partially driven position if 24
driving hammer with driving head, a sledge hammer, a they meet substantial resistance in the soil. Refer to level, wood braces and stakes, a reciprocating or cut specific Manufacturer's Installation Instruction N O SCALE MIN
off saw with a steel cutting blade, and a hammer and procedures for establishing proper conditions before 3000 PSI
nails. (Note; Most applications will not require the use CONCRETE
of a cut off saw cutting pins.
Step 1: At the first predetemuned sighting point, dig a
hole with a conical base which is approximately the Notes
sha e of the base of the concrete pier and slightly POLYCAP P
larger than the pier itself to allow for adjustment. See Architect's or Engineer's specifications for the depth of Note 1: Do not drive a Pin all the way down at once if this
the hole. Typically the pier should sit high enough so causes the Pier to be pulled to one side. Continue to rotate
that attached wood is 6" above grade. However, this around the Pier, driving the Pins in increments, until the
distance is not critical with pressure treated timbers, growing strength in the pile group is sufficient to allow final
and accessibility to the upper ends of the driving driving. If loss of plumb is not a problem, the Pins maybe sleeves will govern depth. On sloping terrain, dig the driven all the way one at a time. Also, do not continue to
hill i so that the concrete ier hammer away at a Pin which is bouncing or rattling against 14 GAUGE, A hole dipper on the up s de p 14 GAUGE, A36, GALV. STEEL
an im assable ob'ect if it causes the Pier to ride u the ile GALV. STEEL sits level. p ~ p p DRVEN P1NCI DRNEN PINCH BAR
along the sleeve. Ensure that the pier will remain in place DRIVEN PINCH BAR
Step 2: Position the concrete pier in the hole, and when encountering difficulties in the soil, and when following plumb and brace as necessary. At this time the hole the steps in Note 2.
may be backfilled as a substitute for bracing, provided PVC SLEEVE °
lamb or centerin Note 2: If a Pin meets substantia(resistance in the soil before PVC SI that no further adjustments for p g IN COP IN CONC. BASE NO SCALE
be required during or after the driving of the Pins. See it has been driven its full length, it may be left in this partially BASE Note 1. driven position and cut off at the top of the pier sleeve and
~ capped, provided: 1) the pin will not drive more than an inch .
~ h the drivin drain a full 60 seconds of uninterrupted automatic PVC S a Step 3: Slide each of the Pms throug g g LEEVE
r sleeves in the concrete ier and su ortin the in in hammering with a 901b. hammer, 2) attempts to drive the pin IN CONC. ~ p pP g P with a sin le sudden 101b. sledge hammer blows have been BASE
t m 10 to 16 inches into g t f the sleeve se the the cen er o z the soil with the sled e hammer. Then drive each Pin made, and 3) if after a 24 hr. period, attempts to redrive the Pin g
o alternately in increments with the automatic hammer, using both methods 1}and 2) have been made. The pin STOP TABS PIN
~ periodically checking for plumb and centering. The must be driven at least 6" below local frost line if it is to be cut BEYOND 0
N upper end of the Pin Pile should be left just far enough off. If this is not the case, the obstruction maybe close enough
m above the top of the pier sleeve so that the action of to the surface that it may be dug up and removed, and the the driving head of the automatic hammer does not pier reset and Pin redriven. The pier may also be fumed, or
~ damage the sleeve or pier. Do not attempt to drive the relocated within the parameters of your superstructure design
cw pins all the way down just with the sledge hammer, or in order to avoid underground obstacles. NOTE:
co allow the wei t of the auto hammer to force the in DRIVEN PIN THIS SYSTEM IS NOT o ~ p against the lower half of the sleeve. The piers are Note 3: The upper Pin end may be treated before capping TO BE USED WHERE 'STEM IS NOT USED WHERE
concrete and may crack if subjected to continued With a cold galvanizing compound, if specified by your THERE IS CONSTANT IS CONSTANT
impact blows in this orientation. Architect or Engineer. STANDING WATER IG WATER REVISION DATE DESCRIPTION BY APP
AND/OR WHERE THER WHERE THERE EMELY POOR DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
Step 4: Finish driving each Pin flush or below the top of Temporary Product Storage IS EXTREMELY POOR the sleeve with the sledge, being careful not to damage the SOILS. CONSULT SOII CONSULT SOILS
precuts pier or upper ends of the sleeves. The Pin Cap should To avoid the bulky white deposit known as "wet-storage stain", REPORT FOR SOIL FOR SOIL
fit snugly inside the bell end of the sleeve, loosely over the pin, all galvanized products shipped in bundles, stacks, or cardboard CONDITIONS. ONS. DRAWN JSM RALEIGH NORTH CAROLINA
i and should be pushed down until it stops. Caulk around the seam cartons, should be protected from moisture until they are between the cap and sleeve with a 50 year Siliconized caulk if separated and put to use in exposed environments. If products
w ~ required. If you are using pinch bars, these should be hammered are shipped wet, they must be separated and thoroughly dried CHECKED GLA
a fully into the space between the sleeve and pin, typically within before restocking or rebundling. If indoor storage of the products
~ the top half of the sleeve cavity. is not possible, they must be kept off the ground, covered with an N 0 S C A ~ E APPROVED JLM
4 opaque plastic or canvas tarpaulin covering, and the bundles or ~ Repeat steps l through 4 for the stacks slanted slightly to allow condensation to drain. (1)
~ Remaining Concrete Piers SUBMITTED J(.M
N 1. American Society for Metals, Metals Handbook
~ Ninth Edition, Vol. I, (USA, 1978), p. 169. ~ • cn HAYES, SEAY, MATTERN ~c MATTERN INC. SCALE COMM. N0. 7522
w • J ARCHITECTS -ENGINEERS -PLANNERS NO SCALE FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H L RALEIGH, NORTH CAROLINA DATE g/2/gS SHEET

NOTE:
6' O.C. MAX. TO BE USED WITH BOARDWALKS
WITHOUT RAILINGS ONLY.
HOLES - HOLES FOR 5/8" ~ 2x8 JOISTS 20" O.C. ~
BOLTS BOLTS(BOTH SIDES CONT.- LAP 12" NP. ~
D. Steel Bracket: O F B Helical Anchor Specifications OF BOTTOM SEAT). °7
1. Bracket Body: Hot-rolled structural steel, ASTM A 36. „ 2. Pipe Assembly: Carbon and alloy steel mechanical tubing, ASTM A 512, or ASTM A 513. " 3
1.03 REFERENCES 3 1 4 GI 1 /4" GALV.
PART3 EXECUTION STEEL E A. ASTM A 29IA 29M -Steel Bars, Carbon and Alloy, Hot-Wrought and STEEL PLATE HURRICANE ANCHOR AT
Cold Finished. 3.01 EXAMINATION 1 EACH JOIST(TYPICAL)
B. ASTM A 36/A 36M -Structural Steel. 1-1 2 ~ _ ~ ~2~~ REFER TO DETAIL
C. ASTM A 53 -Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded A Verify site conditions under provisions of Section [01039.]
and Seamless. 7" 1 -Zinc oatin of Di on Iron and Steel Hardware. 2 - 2 3 ~ D. ASTM A 53 C g (H p) 3.02 PREPARATION 2-2 3/4" EXIST. GRADE FOR CONNECTIONS 4"x8"x10' LG. 1-t/2" BEAM SEAT (BY A.
B. ASTM A 193lA 193M -Allay-Steel and Stainless Steel Bolting Materials 2-3/4" BEAM TYP. OR ~ ~B. CHACE COMPANY)
eratare Service. lacement method which will not cause dama e to nearb structures. 2 - 3 / 4' for Hrgh Temp A. Use p g Y (2) 2x8's W/
F. ASTM A 252 - Welded and Seamless Steel Pipe Piles. B. Prepare to place piles from [existing site elevations.] [excavated working elevation.] G. ASTM A 320/A 320M -Alloy-Steel Bolting Materials for Low-Temperature „
3-1 2" Service. 3.03 INSTALLATION 6 1/2" CENTER
H. ASTM A 512 -Cold-Drawn Buttweld Carbon Steel Mechanical Tubing. I N S I D E SPLICE
I. ASTM A 513 -Electric Resistance Welded Carbon and Alloy Steel Mechanical A. Install by certified contractor or dealer. DIMENSION BEAM S E Tubhig. B. Connect helical pier to the structure, use manufacturer approved steel bracket or -BEAM SEAT
J. ASTM A 570 -Steel, Sheet and Strip, Carbon, Hot-Rolled Stuuctural Quality. approved reinforced steel concrete haunch.
K. ASTM A 572 -Latest Revision, HSLA columbium-vanadium steels of structural C. Provide installation torque units, rotary type, forward and reverse capability, electric 1-1 2 1-1/2" i. D.
uali or hydraulic powered. Capable of positioning the pier at the designed angle. 1 2" LENGTH q tY {NOM.) STEEL '
L. ASTM A 607 -Steel, Sheet and Strip, High-Strength, Low-Alloy Chromium D. Connect the installahon amts with manufacturer's approved adapters. Provide safe N 0 M . ~ connection to iers and extensions. SLEEVE or Vanadium, or Both, Hot-Rolled and Cold-Rolled. p T U B I N G TUBING
M. ASTM A 635/A 635 M -Stainless, Sheet and Strip, Heavy-Thickness Coils, E. Minimum drive equipmentrating to equal or exceed the maximum torque rating of the 1 -1 /2" SQ. STEEL
Carbon, Hot-Rolled. specified helical pier.
N. ASTM A 656 -Hot-Rolled Snuctura(Steel, High-Strength Low-Alloy Plate F. Securely connect drive equipment to the pier during installation. G. Monitor torque applied by the installing units during the entire installation and record S 0 I L A N C H 0 R B EA M with ApprovedFormabiGty. BEAM SEAT SOIL ANCHOR (7'
0. ASTM A 715 -Steel, Sheet and Strip, High Strength, Low-Alloy, Hot-Rolled values achieved on each pier. 1-1 2" SQ UAR E ABOVE) 5' LENGTH MINIMUM)
H. Provide for ue monitorin device as art of the installing unit or as a separate in line AB OVI and Steel Sheet, Cold-Rolled, High-Strength Low-Alloy, with Approved q g P device. GALV. STEEL, 7 SOIL ANCHOR NOTE: CHANCE COMPANY.
Formability. I. Make available calibration torque monitoring data for Architect, Inspector, or Owner. SHAFT TOTAL LENGHT OF EACH ANCHOR TO BE
P. SAE J429 -Mechanical and Material Requirements for Externally Threaded J, position helical ter as indicated. Establish proper angular alignment at the start of MIN . OVERALL Fasteners. p DETERMINED IN THE FIELD BY THE OWNER'S
installation. LENGTH K. Install a smooth and continuous manner, rate or pier rotation five to twenty revolutions REPRESENTATIVE BASED ON ACHIEVING THE
1.04 DEFIlVITIONS per minute. BEAM SEAT SPECIFICIED BEARING CAPACITY (AS MEASURED
L. Apply sufficient downward pressure to advance pier. A. Helical Pier: The A.B. chance Helical Pier Foundation System consists of M. Provide extension material to obtain indicated depth, couple with high strength bolts, SLEEVE BY INSTALLATION TORQUE).
helical steel piers with one or more helically shaped steel plates attached to torque to 40 ft lbs.
a central steel shaft. Extend piers by adding shaft extensions. N. Remove encountered obstructions, or relocate helical pier and adjacent helical piers as
required.0. Install to nilnimum depth indicated. Provide ground cover, 5 ft minimum,
1.05 QI i:1LITY ASSURANCE above the top helix. Obtain written permission from Architect/Engineerbefon proceeding if indicated depth or minimum torque cannot be obtained. DETAILS LONGITUDINAL SECTION 4°x4°X~6' LG. CURB
A. Installer: [Certified A.B. Chance dealers] [Company specializing in performing
the work of this section] with documented certification. 3.04 FIELD QUALITY CONTROL N O SCALE
B. Design helical pier foundation system by a certified A.B. Chance dealer or designer, or a Professional Structural Engineer experienced io design of this A. Field inspection [and] testing when required will be performed under provisions of NO SCALE CONT. - FASTEN W/ GALV. LAG BOLTS
work and licensed [at the place where the Project is located.] [in the State of Section [01400._x. NOTE: 10' MAX.
[ B. Monitor torque applied by the installing units during the entire installation.
C. Provide torque monitoring device as part of the installation unit or as a separate in-line PART 2 PRODUCTS device. (1) HURRICANE ANCHOR 20" 20° ANCHOR IN PLACE
PER EACH BEAM /JOIST WITH GALV. PLATE NP.
2.01 MA tJUFACTURER 3.05 PROJECT REOCRD DOCUMENTS CONNECTION TYPICAL I I I I I
X I I I I
A. A.B. Chance Company, a subsidiary of Hubbell Corp, 210 North Allen Street, A. Submit under provisions of Section [01700.] Centralia, MO 65240-1395. B. Accurately record the following:
1. Type (number and size of helices), and size.
2.02 MANUFACTURED COMPONENTS 2. Deviation from indicated locations. 3. Actual locations of helical piers, pier diameter, and pier length. (2) 5/8„ GALV. ~ ~ BEAM 4"x8"x10' LG.
The following paragraphs specify materials that are supplied by the manufacturer. 4. Installation angle below horizontal. HEX HEAD BOLTS ao ~ ~ ~ ~ ~ _ ~ OR (2) 2x8's W/ 1/2"
Size and strength rating are determined by the application. Edit accordingly. 5. Extension length along shaft and datum. (W/(1) NUT & (2) ~i CENTER SPLICE
6. Anchor testing (if required). WASHERS EACH). 1-1/2" EXISTING GRADE
A. Helical Plate: 7. Torque installation records on all piers.
1.5 5011 ft lb iers: Hot-rolled steel plate, ASTM A 570, A 572, A 607, A 635, 8. Torque monitoring calibration data. P or equal. 3.06 DEPTH AND TORQUE TOLERANCES BEAM SEAT I'
2.10,000 ft Ib piers: Hot-rolled steel plate per ASTM A 635 or A 715, minimum
yield strength 80 Ksi, minimum ultimate strength 90 Ksi. A. Helical piers that reach maximum torque rating before reaching minimum indicated ~ ' ~ I ANCHOR BY A. B.
3. l 1,000 ft Ib piers: Hot-rolled steel plate, ASTM A 635, A 656, A 715 or equal. depths shall be subject to the following:
4.15,000 ft Ib piers: Hot-rolled structural steel, HSLA plate with improved 1. Terminate at depth obtained with written approval ofArchitect/Engineer. formability. Conforms to ASTM A 656 Type 7. 2. Replace helical pier with smallerand/or less helices, installed 3 ft minimum beyond SOIL ANCHOR INSTALLED ~ . j i it I CHANCE COMPANY
B. Pier Shaft: termination of original helical pier. TO MINIMM DEPTH OF 5'
1.5,500 ft lb piers: Hot-rolled, round cornered square steel bar, ASTM A 29.
2.10,000 and 15,000 ft lb piers: Hot-rolled round cornered square, HSLA steel bar, ASTM A 29. END OF SECTION
3.3-1/2 and 6-518 Inch O.D. tubing: Steel pipe piles, seamless or straight welded, NOTE:
ASTM A 252, Grade 2: or steel pipe, ASTM A 53 type E or S, Grade B. ANCHOR TO BE INSTALLED
NOTE: C. Bolts: VERTICAL & PLUMB SO AS
1. Helical pier boltsasindicated. 1. HELICAL ANCHORING SYSTEM BE BY ~ i BE BY A. B. CHANCE COMPANY: TO PROVIDE LEVEL DECKING.
2. Steel Bracket:
a. Lifting Bolts: SAE J429 Grade 2 or 5.
b. cross Bolts: sAE J429 Grade s. A. B . CHANCE C 0 M PANY e. Anchor Bolis~stuas: sAE J429 Grade 5. 210 N 0 RTH ALL STREET NOTE:
8'-3" O.C. MAXIMUM THIS SYSTEM IS NOT TO BE
CENTRALIA, M0. 65240 USED WHERE THERE IS
CONTACT: MR. BRENT CHISHOLM SHOLM CONSTANT STANDING WATER
1075 PINEBLOOM DRIVE )M DRIVE AND/OR WHERE THERE IS
ROSEWELL, GA. 30076 30076 TRAVERSE SECTION EXTREMELY POOR SOILS.
TEL: [phone] CONSULT SOILS REPORT FOR
C FAX: [phone] NO SCALE SOIL CONDITIONS.
a
s U
2. ANCHORING SYSTEM SHALL BE INSTAL BE INSTALLED AS PER THE
z MAN F TURER'S SPECIFICATIONS. U AC 0 (IONS.
0 0
3. CHANCE ANCHORING SYSTEM SHALL E ~ SHALL BE INSTALLED ONLY BY
A MANUFACTURER'S AUTHORIZED CON1 IZED CONTRACTOR/INSTALLER
Q
LISTING FURNISHED BY CHANCE DISTI 1NCE DISTRIBUTOR).
0
a REGIONAL CHANCE DISTRIBUTOR: UTOR:
REVISION DATE DESCRIPTION BY APP
FOUNDATION TRCHNOLOGIES, INC. INC. DESIGNED can CAPITAL AREA GREENWAY SYSTEM
m 3300 MONTREAL INDUSTRIAL WAY, Sl 3 ~L WAY, SUITE 8 CRABTREE CREEK TRAIL
TUCKER, GA. 30084 DRAWN JSM RALEIGH, NORTH CAROLINA
m
° 800 773-2368
W CONTACT: MR. SANDY HINTON m TEL: [phone] ON CHECKED GLA
a x887 APPROVED JLM FOOTING DETAILS
FAX: [phone] °844 (ALT: F-3)
a z SUBMITTED JLM
N HAYES, SEAY, MATTERN & MATTERN~INC. SCALE COMM.
•
W FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS ~ NOTED N0. 7522
RALEIGH, NORTH CAROLINA DATE gUGUST, 1999 SHEET D31

1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS. 2. ALL LUMBER SHALL BE ATTACHED 1' ~ 1. ALL LUMBER SHALL BE PRESSURE
WITH GALVANIZED SCREWS, NO ~ NAILS SHOULD BE USED. ~ TREATED AS PER SPECIFlCAITON5.
2. AU Wfl 2. ALL LUMBER SHALL 8E ATTACHED WTfFI GALVANIZED SCREWS,
NO 3. TH NO NAILS SHOULD BE USED. 3. THIS IS A SCHEMAi1C
6'-0" ~ CO REPRESENTATION. ACTUAL FlEID CONSTRUCTION MAY VARY SLIGHTLY.
2' 6' O.C.
2"x6" TOP PLATE CONT. ATTACH W/3" GALV. i• RADIUS MBJ. 0-~ I~G~ RNL TIE WIRE
SCREWS 2 PER 30' CUT 2`x2"x3'WD BLACK 10'-0" MAX. SPACING
POST. 2x8 DECKING FOR LINK FEOACTED 12 GA flARBED WIRE 3 SIRANDS OF LANDING ON 8'x8" SUPPORT ARMS 1 5/8` DIA. BRACE RAIL 13-3 4 GAUGE
2"x4" TOP RAIL CONT. ATTACH W. 3/8" 1 "x4"x24"LG. COVER PLATE 3/8" GALV. TIMBERS OR POUR 4' O.C. DOUBLE V ON 45 BARBED WIRE 4" THK. 3000 PSI MIN. ANGLE. PRESSED WTtH 4 POINT
GALV. CARRIAGE BOLT FOR 4x4 POSTS ATTACHED a CARRIAGE BOLT W/ WASHER W/GALV. SCREWS CONC. LANDING ~ BARBS SPACED
W/ WASHERS BACK OF CURB 2"x6" CONT. HAND FOR ALL RAILS. AND/OR SIDEWALK OF CURB 5' MIN• ~ fOR ATTACHING 3 ROWS 5" APART EACH OR SIDEWALK OF BARBED WIRE ~
RAIL ROUND TOP ALL LUMBER SHALL BE PRESSURE POST TOP
EDGES ATTACH W/ (2} 2"x12" DBL. 2"x 2" x3' WD. TREATED AS PER SPECIFlCATIONS. 3/8" CARRIAGE BOLT STRINGER TYP. BLACK W/ VINYLE EXIST. STREET 2 1 2" TERMINAL ~ LINE POST TIES
a W/ WASHER. 23_1/2" COATED 12 GA. tt-t/2" 11" 2"x6"&2"x8"x5'LG. TREADS CHAIN LINK FENCE POST
ATTACHED W/3" GALV. 2x4 2"x4" PRESSURE SCREWS 2 PER STRINGER 2 6 2x8 GALVANIZFD TENSKN - CHNN LINK 2x6 DECKING FOR ~ o FENCE. FOR
M TREATED SPACER PER PUNK 2"x6" BOTTOM RAILS 20" 20" 20" CONT. ATTACH W/3/8" 2x4 TOE 1 2" ~ LANDING ON 6"x6" I WIRE TYPE TENSION CLIPS ~ ~ UMBERS OR POUR SEE SPECS. 3 4" THK. 3000 PSI TRUSS ROD AT
I GALV. CARRIAGE BOLT Pu+TE NOTE: 4' ~N• CONC. LANDING CORNER tE END 2" LINE POST
W/ WASHER 1" DRNG'E ~ FASTEN W/ 6"x6" TIMBER--~ OPENING 3" GALV. FOOTINGS 30° O.C. 3" AIR 8-1/2" SCREWS .6" TIMBER POSTS ANO TENSION WIRE ` OTINGS 30° O.C. ASPHALT TRAIL EVERY 100 FEET II II AS PER I~ I~
SPACE (2)5/8" GALV. HEX 2"x12" ~ AND/OR SIDEWALK CONCRETE FOOTING ---I MANUFACTURER'S
BOLTS W WASHERS Z.2x12-L X57 WASHED - / STONE BACKFlLL )NE BAHCKFlLL STRINGERS (TYP) I~~ SPECIFICATIONS -Iu) - -
GALV. LAG BOLT - FASTEN TO 6x6 GAIV. LAG BOLT N~• FASTEN TO 6x6 EXISTING • SEE PLAN FOR FENCE AND GATE LOCATION.
TIMBER TIMBER GRADE • SEE SPECS FOR FABRIC CONFlGURATION.
;~57 WASHED w STONE flACKFlII
2"x4" LEDGER Bx6 UMBER FOOTINGS ('fYP.)
AS NEEDED 12~
TEP TREAD 8c RISER zS T P CROSS SECTION SE 3 STEP ELEVATION EXTEND RAILING POSTS 4 AND POUR CONC.
32 D32 NO SCALE NO SCALE D3 NO SCALE FoDTwG ~ Posr 6' 32 NO SCALE o.c.(TYP.)
14'
1. USE CONC. SEGMENTAL UNIT-REINFORCED RETAINING WALL s/1s° o~ PuTFnRM w/ 15~ FELT !E
SYSTEM. FlBERGIASS SHINGLES
2. MANUFACTURER IS RESPONSIBLE FOR ENGINEERING OF FNAL WALL DESIGN. 2 (TYP.) 12" AS PER 5' 3' 1
3. CONTRACTOR SHALL CONSTRUCT WALL AS PER 12" ' MANUFACTURER'S INSTRUCTIONS. 10' TRAIL SHIRR ~HLDR UNIT MIN MIN
4. ALL FINAL ENGINEERING DRAWINGS SHALL BE SEALED 8Y A QUALIFlED REGISTERED ENGINEER. METAL ROOFlNG ED
5. SEE PLAN TOR WALL LOCATIONS. BACK OF CURB (TYP.) 6" SE ECT
BACK LL 2x6x18' LG. PRESSURE EXIST. STREET TREATm FACIA CONT.
45' CUT 4" C 4" CAP UNff 6" B01H SIDES (TYP.) GAIY. HURRICANE 2x4 ROOF TRUSS
2" TIES ON ALL 2' O.C. (rYPJ 1RUSSES BOTH
2"x6"x16' LG. RAILS 2" CONT. ATTACH W/ 1" RADIUS 2"x6"x16'LG. TOP SIDES (TYP.)
3/B GALV. CARRIAGE PLATE CONT. ATTACH BOLT W/ WASHER W/3' GALV. SCREWS (2)
30' PER PO5f CUT ( CONSTRUCT 2x10x51/2" BI.OGONG (2) 2x4xi6' LG. (2) 2x10x18' LG. MID-WAY BETWEEN STIFFNER & PRESSURE
2"x2"x3' WIDE GALV. i WALL VERTICAL 12GA BLACK NNYL y PO5T5 FOR BEAM CONL TREATED BEAMS y I GEO GRID (EVERY 38Q COURSE) BOTH SB1ES C~1L BOTH SIDES
COATED CHA1N LINK i I 2"x4°x16' LG. TOP FENCE I RAIL CONT. ATTACH CONC. SEGMENTAL
I W/ 3/8° GALV. RETAINING WALL 6" /57 WASHED
1"z6"z12 1/416. CARRU+GE BOLT UNITS COVER PLATE FOR W/WASHER STONE BEHIND I WALL
6x6 POST ATTACH I ' ~ W/GALV. SCREWS 4"x4" POSTS 2"x2`x3' WIDE GALV. + 0
~ < 4' O.C. 12 GA. BLACK VINYL ~ COATED CHAIN LINK ~ APPROXI/ATE EXCAVATION LNIE NOTE:
- 6'x6"x6' LG. POSTS FENCE USE KEYSTONE-REINFORCED
8' O.C. TYP. 11 1/2" 2'x6"x16' LG. WALL SYSTEM W/ STANDARD FlLTER FABRIC UNITS OR APPROVED EQUAL. 6x8X14' LG. PRESSURE
tLANDRAIL CONT. SLOPE 2X 2"x6"x41" LG. BACK ATTACH W 3/8" GALV. TREATED TIMBERS 8' O.C. (TYP.) i2" 10' TRAIL 12" 2'
BRACE MID-WAY CARR4lGE BOLT W/ BETWEEN POSTS WASHER
ATTACH W/ 3/8" - GALV. CARRIAGE BOLT ABC CRUSHED STONE BACKFlLL I
W/ WASHER TO EACH NOTE: CONTRACTOR SHALL BE
RAIL ,}q" ABC STONE BASE RESPONSIBLE FOR OBTAINING da..~ 0 FlNAL SHOP DRAWINGS
AIR SPACE rn EX5f, ND O O O O O O O O O O O O O O O O O D O D D O O O O O O O o 0 0 0 0 0 ooe°o°o°o°o°a°o°a°o°o°o°o°o°o°o°o°o°o°o°oooDOOOOOOOOOOOOOOOOOOOOOOO . FROM THE MANUFACTURER. ~`,I DODODDDODOOODOOOOODOOODOD°DODODOD°OODDDODODDDODODODOD°DODDDODODO000 ~ •
Q 4'O PERFORATED ALL SHOP DRAWINGS oDDOOODODOODODDDODDDDDDDDDDDDDDDO DRNN SLOPE SHALL BE SEALED BY A 3000 P51 CON °I .f "I a 0
oQQ~ Q 2°x4"x16' LG. I° I l as i TO DAYLKUTf QUALIFIED REGISTERED F001MG
U 00 SPACER 0 Qp0 ~ 23 1/2" ~~Q ~ Q ENGINEER. ~ < I 95 PA ~ ° ? 8" CRUSHED a % COM C1ED
~ ~ 0 3000 PSI CONC. 0 FOOTING TYP. i"x4"x29 1/2" LG. STONE LEVELING I ~ a° SUB-GRADE a PAD q I~ I,
OQQ Q COVER PLATE FOR a ~ 4x4 POSTS ATTACH a
Q //~~00 W/ GALV. SCREWS 0 " VO ,6 0 ~ ~ CONC. SEG N. MNTA NITR AI IN A C SEG E L U ET N G W LL
QOO MIN O a 2"x6"x16' LG. 3 2' MM.
~ BorroM RNL GoNr. NO SCALE 000 Q ATTACH W/ 3/8" SCALE
OU 3" GALV. CARRIAGE BOLT ~o 00 ~ ~ O QOQ W/ WASHER 8
~ ~Q~ ~ Q s QOD Q Q, 3 NO SCALE
000-
~ QoV~ p o~~ ~ _ . 000 000
z
0 0
0 N
Cll O
RAILING CROSS SECTION 5 TRAIL FENCING SECTION s
3 NO SCALE 32 NO SCALE H
C
7 REVISION DATE DESCRIPTION BY APP
f- CAPITAL AREA GREENWAY SYSTEM DESIGNED GtA
m 3
CU DRAWN RNC RALEIGH NORTH CAROLINA
m 0
w w CHECKED GLA
w m
a APPROVED JLlul
U J
Q Z H SUBMITTED
w
N CU LC7 HAYES, SEAY, MATTERN & MATTERN INC. SCALE COMM.
(n ' N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H LL RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D32
E

2x6 PLATE COM TYP.
2x4 CENTER RAIL CONT TYP.
2-1/4" 3" 2-1/4" 1 2-1/2 ~1 PffCH FASTEN TO 6x6 POST 2x4 TOP RAIL CONT. TYP.
2 1/4" 3" 2-1/4" 1 1/2"I 1/2"CDX EXTERIOR FASTEN 70 6x6 POST
a PIYW PLYWOOD 6x6 SUPPORT 4x4 RAILING 3' WIDE BLACK VINYL POST TYP. POST TYP.
2 2 2x6 RAFTERS COATED CHNN-LINK 2 O.C. 15~ FELT k FENCE 2" MESH-CONT.
SHINGLES Typ,
Bx8x12" LG. 2x6 WIND BRACE ON CENTER BLOCK ALL 2x8 RAFTERS GALV. HURRICANE _
45' ~ 2x8 2x8 MID-WAY (4 TOTAL) RAFTER RAFTER 2x8 RI RI TIES ON ALL RAFTERS _ - - - - - 2x4 ® ® e
~ BEAM I 2x4 VERTICAL SPACERS 3/8" GALV. CARRIAGE
2x8 1' (2} 2x10x1( FASTENED TO 6x6 POSTS BOLTS W/ WASHERS
BLOCKING (2} 2x10x10' AND RAILING LG. SUPPORT FASTEN BEAM
8x8x12" LG, BFAM UPPOR ~ 1 CENTER BLOCK I a-1/2" TYP. BEAM TO POST TYP. ® ® ® 2x4
' 6x6x8'LG. - SUPPORT Pi 6x6x8'LG. SUPPORT POST
' 0 I ~ ~
I ' 2x4 ' I ;BLOCKING 1x4 COVER PLATE
' AT POST ENDS TYP.
I DECKING ® 2x6
I 0 e
2x6 BOTTOM RAIL 4x4 GALV. POST 2x6 PLATE (2)2x10 OUTSIDE CONT. TYP. FASTEN ANCHOR FASTEN TO
FASTEN TO BLOCK TYP. 45' CUi BEAM IYP, ~ TO 6x6 POST POST & DECKING, TYP.
2x4 TOP RAIL SIDE VIEW ELEVATION VIEW
4x4 CENTER RAILING POST
TOP VIEW SIDE VIEW
3'-! 2x4 CENTER RAIL 3'-B• RAI I L N AI L
AIL 6x6 TREATED POST DET R WN CO 1 3
D33 D33 NO SCALE
NO SCALE (2} 2x10 TREATED EACH SIMPSON® "ABU66" POST ECKING 2x6 BOTTOM RAIL ECKING
SIDE OF 2x10 BLOCKING BASE 6x6 GALV. POST o ANCHOR-BOLT TO
_ THROUGH BOLTS - - POST & DECKING
IYP. APPROVED BY 2x10 ARCHITECT 2x10 BLOCKING
2 3 4" (2) 3/8" GALV. HEX 2x10 JOISTS
2 1 2" 7 8° / BOLT W/ WASHERS JOIST'. / / TYP. EACH POST II I I
I I \i (2) 2x10x10' II
. - I I II TIN AI ,._._1~- LG. BEAM TYP. 2 --CUT SURFACE I I I I ~ AI L DECK RAlt1NG 4"x4" RAILING
D33 I SIMPSON® °HU210-3MAX" 5/8"4 GALV. THROUGH NO SCALE _ NOTE: (SEE DETAIL) SUPPORT POST IYP.
~~t'i' ~1~~ GALV. HANGER EA. END BOLT WITH WASHER AT II I II 1 7/8" 2x10 BLOCKING FASTEN ALL FLOOR JOISTS 2 TWO
II II 3" ~ MIN. 3 2x10 BLOCKING I I 1.. (AT Ea 6x6 POST BEAMS W GALV. HURRICANE TIES ° N N N N
a" I I I 1 1/8" ~ LOCATION EA. JOIST & EA. BEAM N N N N
I12z-1/r II II II "x6" ROOF SUPPORT
II II II II POSTS TYP.
II II 2'~~; CTI N ' II 6x6 POST II
~ ~ D33 TYP. 6x6 POST 8
roP mEw/PLAN vlEw TO BLOCKING D33
CONNECTION
a° 6'-a"
~ o' TYP. ° O X O O O O O O O O X
6x6 POST N N N N N X X X X N tV N N N N
N
SIDE NEW xt x ATTACH (2}2x10's TO 2
~ GIRDER BELOW W/ (2) D33 SIMPSON "1'518" TWIST
AI L M DET R OF BEA OST & 0 P STRAPS IYP.
4
D33 NO SCALE 7'
(3)2x10 BLOCKING IYP. 0 EA. 6x6
POST ABOVE
LOCATION o 0 0 0
2 2x10x26'LG. K26'LG. N N N N N N N
2 2x10x26 LG. x26 LG. SIMPSON "HU210-3MAX" GALV. HGR. IYP. EA.
9'-9 1/2" END OF BLOCKING
(2)2x10x10'LG. 10' 6"x6" PRESSURE TREATED tE TREATED 8'-3" E SPECS) 4"x4" BOARDWALK
BEAM TYP. TYp, PILES TYP. (SEE SPECS) RAILING POSTS TYP.
t N~ O o
DESIGN LOADS N ~ N
GAZEBO FLOOR: LIVE DEAD " N N 60 psf 10 psf
2 2x10x26'LG. x26'LG.
BOARDWALK RAILING
2 2x10x26 LG. x26 LG. (SEE DETAIL}
2k8 2.~9
OBSERVATION PLATFORM
7'
c
E 11'-4" n x a0 co x
v a (2)2x10xi 6'LG. xT6'LG.
Z
0 2~ 2k8 2 2x1 x14 LG. D KFA R MiN P N x14 LG.
0 0 D33 NO SCALE
0 h
m BOARDWALK 0
ti a'
cu x
c N ~ p'f
REVISION DATE DESCRIPTION BY APP
3 2x12x10 LG.
m 3 '~`G~ CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
D 2x12x10'LG. )'LG.
m m 0 DRAWN JSM RALEIGH, NORTH CAROLINA
i w w
CHECKED GLA
m a
U J APPROVED JLM
a z
H SUBMITTED JLM
FRAMING PV PILE N FRAM I N D ETAI L ROOF G N 5 6 ING PLAN - FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
D33 D33 NO SCALE NO SCALE HAVES, SEAY, MATTERN &MATTERN INC" SCALE coMM. ' N0. 7522
w J ARCHITECTS -ENGINEERS -PLANNERS AS NOTED
H RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D33

EXIST. TOP OF
EXIST. ROAD SURFACE CONC. WALK
ELEV. 202.44
" 2-5"
18
EXIST. CONC. BRIDGE DECK
15" 1 g' EXIST. 2"0
EXIST. SLOPE CONC. EXIST. SOIL CEILING
28" EMBANKMENT ELEV. 200.03 WOOD HAND RAIL NOTE:
~ 1 O' EXIST. CONC. KIST. CONC. ROUND TOP EDGES WELD MEMBERS TOGETHER IERS PAINT WELDERS W/ GALV. PRIMER
XI ONC. PIERS E ST C 1) ~ x5 LG. GALV.
ABUTMENT ~ 8 12 8 12 ARRIAGE BOLT EACH POST
~ -PROP. RAILING x
ELEV. 2x4 CONT. r I
~ 191.80 -SEE DETAIL EXIST. CONC. APRON x ~ 2x6 CONT. ~
1~ TO 1 SLOPE " 17 -0
2"~ N CONC. TRAI L
ELEV. 191.70
ELEV. 191.90 ~ 21" " 6" 6
y ELEV. 189.95 " " " 8x8 x21 STANDARD CONC.
' UNITS OR APPROVED EQUAL
SEE DETAIL •r GROUT IN PLACE
CLASS 2 RIP-RAP GEOGRID EVERY " „
3gQ COURSE - 30 THK. MIN. AT FROM THE TOP ,rc BOT. OF WALL MIN. 6" LG.
NOTE: eI1 PVC SLEEVES
USE KEYSTONE REINGORCED " WALL SYSTEMS OR APPROVED REMOVE EXIST. SOIL ~ 4 -8
EQUAL. EMBANKMENT AND EXIST.
CONC. APRON -REPLACE , - s ~ W ABC CRUSHED STONE ' ~ .
/ y~ . _ ELEV. 18 ~ ELEV. 185.51
" ELEV. " 12 ELEV. 18 - ELEV. 183.5f
12 #57 WASHED STONE 184,62 BEHIND WALL TYP. „
3 24 ELEV.
12" ABC CRUSHED 1$3.62
STONE LEVELING BED
2 TRAIL UNDERPASS -CROSS SECTION 24" STONE BASE 2 RAILING SECTION
D26 NO SCALE STABILIZATION D26 N0 SCALE
PROP. 2" 0 RAILING JLING
2" SCH. 40 GALV.
PIPE (TOP & BOY.
6" LG. PVC RAIL) ~ LG. PVC
3500 PSI SLEEVES TYP. CONC. SLEEVES TYP. 1~" SCH. 40 GALV.
4 RE-BAR PIPE (VERY. PICKETTS)
6x6 - W 1.4x1.4 6" 6" (4) ~4 RE-BAR WWF MID DEPTH CONT. 6"x15" AF )NT. 6"x15" APART
6'-9"
(2) #4 RE-BAR #4 RE-BAR 15" LG. 6'-3" 2" SCH. 40 GALV.
SLOPE 2% - 6" APART - 6" APART - 24" O.C. 6" 6" PIPE (SUPPORT POSTS)
" 5" TYP.
II
LJ
GEOTEXTILE ~ ~ ~ ~ , ~ z
FA RIC 3°CLR. TYP. ~ B 3'-6"
ABC CRUSHED 6" a ELEV 18' STONE BACK-FILL ELEV. 189.95
'ri ~~~c~'", 12" X57 WASHED r~ PAINT RAILING BRIGHT ~ ~ ~ i v i i i GREEN (SEE SPECS.)
STONE BEHIND
WALL TYP. ~t,~ ~~"~~."~1;~;.'
k~~ ,,c ~ {~-~~rJ"~ 1 /2 DOWEL E) ~ , ,r'~ 6" E.W. 18" 0. /2" DOWEL EXTEND „
75"~ E.W. 18" O.C. MIN. 6 LG. PVC SLEEVES

GEOGRID ~~~=~n~~~~~~~^U' , USE MAX. CORI !SE MAX. CORBEL
a/~~-ACS ~ ~ u :.'d
' r;4"1~1,ir41~~ 1.~_ O x1 U x21 J 8°x18"x21" STANDARD
-,f CONC. UNITS CONC. UNITS OR
APPROVED EG APPROVED EQUAL 3 RAILING ELEVATION
s CONCRETE TRAIL SECTION W RUNG
D26 NO SCALE D26 NO SCALE
~ EXIST. CONC.
a APRON MATCH PROP. CONC. APRON
ELEV. TO MATCH EXIST. EXIST. CONC. CONC. APRON
z APRON 1~ TO 1 „
SLOPE DOWEL EXTEND X. JT. o ~ E
° 6 E.W. FROM JT. ° 24" O.C. DOWEL EXTEND
12" 6"
N 6x6 - W/ 1.4X1.4 6 "E.W. FROM JT. WWF MID-DEPTH 12" 6" 24 O.C. Q
ti 2% SLOPE 6x6 - W 1.4X1.4
ti _ " WWF MID-DEPTH " ~ EX. JT.
o -a- 2%SLOPE
J REVISION DATE DESCRIPTION BY APP
f ~ Z ABC CRUSHED ~
DRILL EXIST. _ m STONE BACK FILL DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
~ CONC. TO t0 ABC STONE a RECEIVE ~ "
m 3 CLR. BACK-FILL o DOWEL DRAWN JSM RALEIGH, NORTH CAROLINA
~ _
W VARIES CHECKED GLA
m GEOTEXTILE FIELD VERIFY a (2) #4 RE-BAR FABRIC
~ CONT. 6" APART GEOTEXTILE APPROVED JLM
a #4 RE-BAR 6" (2} #4 RE-BAR FABRIC
H LG. 24" O.C. CONT. 6" APART SUBMITTED J(„M
N N
3 CONCRETE TRAIL SECTION W EXIST. CONC. APRON 3 CONCRETE TRAIL SECTION W 0 EXIST. CONC. APRON HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
_ _ AS-NOTED N0. 7522 _ ARCHITECTS ENGINEERS PLANNERS
H D26 NO SCALE D26 NO SCALE ~.L FINAL DESIGN NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST-1999 SHEET D34

N[ NOTE
C[ CONTRACTOR SHALL BE RESPONSIBLE LID FOR OBTAINING FINAL SHOP NOTE; 2'-0° 2'-0° 4'-0° 2'-0" 2'-0"
TES F[ NO DRAWINGS FROM THE MANUFACTURER, EXIST,
ANCHORS BY A,B, CHANCE OR NOTES DF USE SAIL " USE RETAINING WALL SYSTEMS IN AREAS Al USE RETAINING WALL SYSTEMS PAVEMENT ALL SHOP DRAWINGS SHALL BE IN AREAS WHERE SLOPE
APPROVED EQUAL EVERY 3RD COURSE 7 6 SE SEALED BY A QUALIFIED RETENTION AND AND
O.C. STAGGERED, LOCATED IN AREAS WHERE SLOPE RETENTION AND AND STABILIZATION IS NEEDED, CONDITIONS MAY RE DETERMINED BY SOILS ENGINEER, SEE DETAIL, 3 REGISTERED ENGINEER, STABILIZATION IS NEEDED, T. EDGE OF
8"x18"x12" SOLID VARY -APPROXIMATELY 800LF OF TRAIL WILL NOTE N EXIS CONDITIONS MAY VARY - _ _ i_ _ TH_ROAI__ PAVEMENT IS
D36 REQUIRE THIS DETAIL, USE SOIL ANCHOI CONC. CAP TYP, ~ SOIL ANCHORS BY A.B. CHANCE APPROXIMATELY 400LF OF S PED
~ 14'-0' 6"x6" PRESSURE TREATED OR APPROVED E( PPROVED EQUAL EVERY 3RD TRAIL WILL REQUIRE THIS ~ ~ ADJUST MP SE 7'-6° O,C, STAGGERED, DETAIL, i i 3'-0" i ~ FOR SLOPE IN
~ POSTS 8` O.C. FOR COURSE 7'-6' O,( TED IN AREAS DETERMINED BY NOTES ~ ~ OPENING ~ i EXIST, PAVEMENT
-C ~ SIGN - LOCATED IN ARE. " i RAILING DE 6 #57 WASHED STON ~ SEE DETAIL N TES SOILS ENGINEER, S ENGINEER, SEE DETAIL, USE
BACKFILL BEHIND WALL ~4" 10'-0" 24" 5 USE KEYSTONE 3 KEYSTONE-REINFORCED MH
TYP. SHL1~ ASPHALT TRAIL SHLD D32 REINFORCED WALL D36 WALL SYSTEMS OR E L E V A T I O N _ _ APPROVED 6X6 1,4W X 1~4W EQUAL,
C " " " ~RS° SYSTEMS UR 8x18 SGLID 8 xl8 x12 COMPACT CONC ~ 2' I-2 ASPHALT APPROVED EQUAL, CONC. CAP TYP. WWF- 2° CLR 14 -0
UNITS GR APPROVED ~ `~0'~ POST & GUARD ~ "
EQUAL ~~p~ SURFACE YP ~ 24 _ \ e RAILING T 24° 10'-0" 24° 6"x6" PRESSURE TREATED 5'-0" C2) PULL
C ~ F o ~~DR " ~\\X 6' ABC STONE , - ~~DR ASPHALT TRAIL SHLDR POSTS 8' O,C, FOR BARS RAILING DESIGN -
4 PERFORATED PVC i ~ BASE MIN, v a N 6" #57 WASHED STONE SEE DETAI ' 5' SQ.
DRAIN CONT. -TEE AND i ~ BACKFILL BEHIND WALL ~ PENETRATE WALL EVERY i ~ 2% ~ ~ TY o ~ ~ -SLOPE +i P, _ ` 5 ~ - 8 ~ r ~i
20 O,C, TYP, cu H ~ 8'xl8'xl2° SOLID " , cn ~.~~6, 0 0
~ 8x18 x12 COMPACT CONC. CONC. CAP TYP, S~ ~ LID ~,O,o ~n c~
~ UNITS OR APPROVED ~ ~ GEOGRID e ~1 t
i \ ~ N " _ EQUAL - u " (2) 5/8 GALV, HEX BOLTS C , 6 ABC CRUSHED ~i " o i 2' I-2 ASPHALT SURFA~E.~ o ~ MH BELOW
~ DRILL, ANCHOR, AND BOLT TO 4 PERFORATED PVC STONE BASE MIN, 7 ~ i
FOR WALL I GEOGRID ~ WALL, 2 PER POST TYP, DRAIN CONT. -TEE AND 6" ABC STONE BASE MIN, ~ POST & GUARD ~ ~
~ PENETRATE WALL EVERY 2% SLOPE , RAILING TYP, i ~ ~i
'i SELECTED BACKFILL 8"xl8"X21" STANDARD CONC. 20' ~ z 2 Z ~ O.C. TYP, cu H GEOGRID EVERY ~ UNITS OR APPROVED EQUAL N Q ~ , , ~
3gp COURSE TYP, ~ GEOGRID i vi. CLASS B ~ PAVEMENT
MIN, 15' LENGTHS ~i 8' #57 WASHED STONE BEHIND RIP-RAP SHLDR, 295% COMPACTED SUBGRADE-Z, ~aG' o CONT. TYP. ELEV. PAVEMENT
~ 95% COMPACTED BACKFILL ~ WALL TYP, 6" ABC CRUSHED ~I 2' 8, 2,
GEOGRID 4' PERFORATED PVC DRAIN STONE BASE MIN, 3000 PSI ~ °I° ~ VARIES
CONT. -TEE AND PENETRATE FOR WALL GEOTEXTILE FABRIC i ~ ' WALL EVERY 20' O.C. TYP, CONCRETE aa'
ii ~ GEOTEXTILE FABRIC FOOTING 12' r ai.
a. 12" 2" EXIST, PARKING LOT
16 - CLASS B MI , 17'±
RIP-RAP BASE PLAN VIEW
-2.95% COMPACTED SUB-GRADE2 6'X30" 3000 PSI CONC CONT. TYP.
FOOTING W/ 4" LUG,
TRAIL DESIGN FOR SLOPES LESS Tf TRAIL DESIGN FOR SLOPES 30 OR GREATER 2 1 LESS THAN 30' 5 MH TOP CATCH BASIN TOP
D35 D35 N0 SCALE NO SCALE D35 NO SCALE
/2° GALV, SUPPORT
~ ~ PLATE 4'x8" SLOTTED TO
RECEIVE THREADED ROD
MORTAR IN PLACE 8' TYP,
AFTER THREADED NOTE
INSTALLATION ANCHOR CONTRACTOR SHALL BE
NOTE SUPPORT PLATE ROD RESPONSIBLE FOR OBTAINING
USE SOIL ANCHORS BY A,B. CHANCE NOTES 5'X5'X4' CONC. LID (2) PULL BARS OR APPROVED EQUAL EVERY 3RD USE TIMBER RETAINING WALL SYSTEM NOTE CONC. FINAL SHOP DRAWINGS FROM
COURSE 7`-6° O.C. STAGGERED, ON UPPER WALLS IN CUT SLOPES 6X6-W 1,4 X W 1,4 FOR NOTE. NOTES ono UNITS MANUFACTURER, ALL SHOP FOR PLAN VIEW & IF PROPOSED M,H, IS 0'~' DRAWINGS SHALL BE SEALED BY ~ 0 0 TYP,
LOCATED IN AREAS DETERMINED BY ONLY, CONDITIONS MAY VARY - EXIST, EDGE WWF- 2' CLR. ELEV. OF CONC SITTING ON EXISTING A QUALIFIED REGISTERED
APPROXIMATELY 1200LF OF UPPER OF PAVEMENT ELE~ SOILS ENGINEER, SEE DETAIL, 3' S'-0" LID LID SEE DETA 5 ROCK SUBSTITUTE ENGINEER,
3 WALL WILL BE REQUIRED FOR THIS EXIST, D36 SECTION OF TRAIL PARKING D36 PLAN 6 CONCRETE PAD FOR
LOT 6' 6 6"OF #57 WASHED NOTE.
#4 RE-BAR PINS 15" LG. NOTES iu i _ _ _ _ _ _ STONE, USE THIS DETAIL FOR UPPER WALLS IN CUT
- 3" O.C. STAGGERED 1' USE THIS DETAIL FOR iu iu SLOPES ONLY,
EA. COURSE, PRE-DRILL UPPER WALLS IN CUT
AND DRIVE SLOPES ONLY, ~ I = - = III 3~_0• NOTE;
" III=1 - 6 x6 PRESSURE PENING 11= USE SOIL ANCHORS BY A,B,
STAGGERED TREATED TIMBERS 48' PRECAST ~ CHANCE, OR APPROVED EQUAL
14' JOINTS TYP, TYP. CONC, MH EVERY 3RD COURSE 7'-6" O.C. STAGGERED, LOCATED IN AREAS
a \ DETERMINED BY SOILS ENGINEER,
o I I
\~~S< II~ °
-C ~ op F 12" #57 WASHED o* ~q
1 . RIF o STONE BACKFILL ,\S
BEHIND WALL TYP, 1" CORBEL o ANCHORS ~~_6°
TYP. MH STEPS
-C 16'O,C, 12" 2% slope, ELEVATION
~ 6"x " REATE 6 PRESSURE T ~ MIN, a
TIMBERS STAGGERED o
JOINTS TYP. 24' - I~ I I -C SHLDR, ~
z II1=1
0 4" PERFORATED PVC ANCHORS o DRAIN CONT. -TEE 7'-6" O.C. _ SOIL ANCHOR DETAIL
AND PENETRATE WALL - I CLASS 'B' 3 D35 NO SCALE
EVERY 20' O.C. TYP, N H 111_111 RIP-RAP SHOULDER TO
ELEVATION ~ iii a TOP OF PIPE
CONC. MH 6 ABC CRUSHED BOTTOM = 12"
STONE BASE MIN, X95% COMPACTED SUBGRADEZ I~II__ MIN
FOR WALL 6 FORMED 3000 PSI CLASS 2
CONC. INVERT BURY ONE WHOLE RIP-RAP 18° HOPE @ 2% MIN, ~ REVISION DATE DESCRIPTION BY APP
TIMBER TYP, 17 ± " ~ _ OUTLET 10 - WIDE x 30"
(6> #6 RE-BARS 60 LG. ~ ~ III III= = THK, ALL TH DESIGNED xxx CAPITAL AREA GREENWAY SYSTEM E
12" O,C. B,W, 3"CLR, I=II t- _ t- 1- . t _ 1 WAY TO THE
m 3000 PSI CONC. CREEK DRAWN XXX
6' SQ. FOOTING PAD W • WELL COMPACTED SUB GRA RALEIGH, NORTH CAROLINA
W CHECKED XXX
m Q
U APPROVED XXX
J Q Z
H SUBMITTED XXX
CU
WALL DESIGN FOR CUT SLOPES s HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
~ D35 CATCH BASIN DESIGN FOR SLOPE W NO SCALE 4 N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS AS NOTED
H D35 NO SCALE FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D35

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SCALE.- HORIZ: 1"-10'
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111=10, i NO. 7522
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NORTH CAROLINA
��=*

NOT
4" ~ PVC PIPE UNDER CENTERLINE 1» 1" 1. **COORDINATE W/ BRIDGE
DRAIN SLOPE TO DRAIN BRIDGE & TRAIL DAYLIGHT AT FACE OF BANK. (SEE ABUTMENT MANUFACTURE PRIOR TO
LOCATION TABLE) ~ JOINT - INT - CONSTRUCTION.
FACE OF
BACKWALL 2. *SEE PLAN AND
WOOD CENTERLINE (SEE ABUTMENT LOCATION TABLE) PROFILE SHEET FOR
DECK DIMENSION.
CENTERLINE
~ CENTERLINE ANCHOR BOLTS FACE OF 1' ~ 6 9 12 SPACES 11 = - 10~ 10~ 11 0 9 6
BACKWALL BRG.
• • • as
• • ~ a _
I 5~" MIN. " I as **VARIES 9
VARIES VARIES » LUBRICANT ADHESIVE ~ I
1 -3 MIN. PREFORMED a ON EACH SIDE OF
SEALER " SEAL RE-BARS *
VARIES ~ - (SEE NOTE)
P J

P NO SCALE -
OUTLET 6'-3" 6'-3" NO SCALE PIPE
12
2" 9 2"
1'-g„ 1'-g„ 3
12 „ 9
NOTE:
1. **FOR PRE-ENGINEERED BRIDGE
COORDINATE W/ BRIDGE _ 1 (4) HP 10x42 (TYP.) 2 12 „
MANUFACTURE PRIOR TO PILES 44 O.C.
CONSTRUCTION. ~j d DO NOT CUT DRIVE TO 20T 1 1
ABOVE THIS (ESTIMATED LENGTH 25 FEET)
T PLAN N ABUTM 1 ~ LINE MINIMUM TIP
D37 NO SCALE ~ ELEVATION IS 20'
BELOW CAP
N r- x c Q 9" 12 SPACES ~ 11~"=11'-6" "
6„
- ,-g„ 14, 0„ 1,-g„
NOTE: PREFORMED ELASTC RMED ELASTOMERIC JOINT SEALER NOTE:
PER NCDOT ROAD ICDOT ROAD AND BRIDGE SPECIFICATIONS. ~ J~ ALL REINFORCING 17 -6
GENERAL NOTES BARS ARE #6'S, 12"
MAX. SPACING
1. DESIGN LIVE LOADS 6 R F RM LASTO PEO EDE A TM NT EVATI O N T SEALER BU E EL T MERIC JOIN LAS 0 E
2 STATE D37
- RID 85 PSF OR H10-44 PER AASHTO # D37 UNCOMPRESSED STATE PRE ENGINEERED B GE NO SCALE
~ WHICHEVER IS GREATER NO SCALE
P IFI ATI N FOR HIGHWAY BRIDGES, 2. DESIGN WIND LOADS PER AASHTO STANDARD S EC C 0 S FACE OF BACK ~ CENTERLINE
SIXTEENTH EDITION (1996); 75 PSF ON EXPOSED AREA OF TRUSS. WALL BEARING &
HT GUIDE FACE OF 6" 1' FOOTING
3. DESIGN OF PRE ENGINEERED BRIDGE SHALL ALSO USE AAS 0 BACKWALL 6"
SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES (1997)
4. MATERIALS
3" WOOD 1 " @ 60 ° F
DECK ' CONCRETE CLASS B f c = 3000 PSI I 10' MIN.
N TE: , VARIES O 9 -fi
REINFORCING BARS ~ ~ FINISH TRAIL BRIDGE TO BE CLEAR BETWEEN HANDRAILS GROUND 6" POROUS
ASTM A 615 GRADE 60, DEFORMED fy = 60 KSI STRUCTURAL STEEL MANUFACTURED FROM BACKFILL
FLOOR ' ~ _ STEEL PLATES AND SHAPES STRUT COR-TEN STEEL AND/OR ,
ASTM A 709 GRADE 50W Fy = 50 KSI WEATHERING STEEL 4 -9 4 -9 3" CLR (TYP.) 3" *
STEEL PIPE ~ BRIDGE CLR. TYP, VARIES
ASTM A 847 Fy = 50 KSI BEARING & TRAIL 4" PERFORATED 1'-6" MIN.
TUBULAR SECTIONS TEFLON ~ PLATE A 47 F = 50 KSI PAD * ~ 1 2" NON-SHRINK ASTM A 606 OR 8 y ~ ;INK ~ DRAIN PIPE
- - GROUT (MIN. HAND RAIL TOP CHORD 1-1/2"x3-1/2"
. 5. ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE
WITH ACI 315-80 (REV. 1986) UNLESS NOTED OTHERWISE. ALL II {I BOTTOM CHORD SETTING m DEPRESSED KEY 12" & CONST. JOINT 10~"
DEVELOPMENT LENGTHS SHALL BE 15 INCHES. ALL LAP SPLICES ~ z ° MAX. 4" I VERTICAL & 3" ~ ~TYP. w ~).1 DIAGONAL
I H S. OF BRIDGE ~ PLATE SHALL BE 26 NC E * z ~ OPENING (4) HP10 X 42 (TYP.) 12 ~ ~ PILES 44" O.C. DRIVE 9
~L_ ~L_] ~ ~ w 3 TREATED TO REFUSAL SEE w (
6. UNLESS OTHERWISE SHOWN, REINFORCEMENT AT WALL CORNERS AND INTERSECTIONS SHALL BE DETAILED AS SHOWN ON FIGURE 11 OF ACI w ~ SAFETY WOOD DECK ° ° SPECS.)
315-80 (REV 1986). CORNER REINFORCEMENT SHALL BE DETAILED AS SHOWN FOR 3 4"~ ANCHOR ~ RAILS
OUTSIDE LOADED CORNERS. INTERSECTIONS SHALL BE DETAILED WITHOUT CL BEARING BOLTS W 3" ~ m
DIAGONAL REINFORCEMENT. * * * HOOK a
o I BOT, CHORD
T NT SHALL REST ON STEEL 5~" MIN. 7. FOUNDATIONS FOR ABU ME S 2'-0" 2'-0"
PILES DRIVEN TO INDICATED CAPACITY OR REFUSAL. VARIES FLOOR FLOOR STRUT NOTE:
8. WELDING ELECTRODES SHALL CONFORM TO REQUIREMENTS SHOWN IN TABLE * COORDINATE SIZE & LOCATION BEAM ALI_ REINFORCING BARS ARE NOTE:
4.1 OF AWS D1.1-94, AND FILLER METAL SHALL HAVE A MINIMUM YIELD WITH PRE-ENGINEERED BRIDGE » 1. **COORDINATE WITH BRIDGE #6'S, 12 MAX. SPACING MANUFACTURE PRIOR TO
E STRENGTH OF 60 KSI. MFR. a CONSTRUCTION.
9. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE 2. *SEE PLAN AND PROFILE
z CHAMFERED 3/4-INCH. DETAIL RING TYP L BEA ICA SHEETS FOR DIMENSIONS PRE®EN !N R PEDESTRIAN BRIDGE G EE ED SECTION 5 3
° IN ACCORDANCE WITH THE AMERICAN 4 ° 10. DESIGN THE PRE-ENGINEERED BRIDGE SYSTEM D37 D37
° D37 INSTITUTE FOR STEEL CONSTRUCTION (AISC), 1989, ALLOWABLE STRESS DESIGN. NO SCALE NO SCALE NO SCALE
11. DESIGN THE PRE-ENGINEERED BRIDGE SYSTEM FOR THE LIVE LOADS INDICATED
H SYSTEM DEAD LOADS AND WIND LOADS. 14'-0" IN ADDITION TOT E -~-or
I NED FOR THE FOLLOWING REACTIONS: ~ BRIDGE & TRAIL 12. THE ABUTMENT FOUNDATIONS HAS BEEN DES G
VERTICAL LOAD 54.6 KIPS REVISION DATE DESCRIPTION BY APP
OAD 12.0 KIPS ~ HORIZONTAL L ~ N BACKWALL LOCATION BRIDGE LOCATION BACKWALL DESIGNED CAPITAL AREA GREENWAY SYSTEM
m THE REACTIONS HAVE NOT BEEN REDUCED FOR DEAD PLUS WIND LOAD ELEVATION POINT N0. NORTHING FASTING GLA
3 ~ _ _ _ + _ _ _ _ - COMBINATIONS. REDESIGN THE FOUNDATIONS IF THE REACTIONS FOR ~ -
THE SYSTEM FURNISHED EXCEED THE INDICATED REACTIONS BY 10 PERCENT. ~ m KIWANIS A 203.00 496 752987.605 2109538.129 DRAWN N R C RALEIGH, NORTH CAROLINA
° CALCULATIONS SHALL BE SUBMITTED FOR REVIEW. DO NOT PLACE FOUNDATIONS o PARK ABUT. B 203.00 497 753057.884 2109613.427
W N APPROVAL OF THE PRE-ENGINEERED BRIDGE SYSTEM'S ~ PRIOR TO THE REVIEW A D N ABUT. A 200.50 499 752719.615 2110029.384 CHECKED JLM BIG BRANCH
m FOUNDATION LOADINGS. ~ CREEK ABUT. B 200.50 498 752694.245 2110085.955
° 13. ABUTMENT FOOTING SIZES AND LOCATION SHOWN ARE BASED UPON ASSUMPTIONS APPROVED XXX
a OF THE PRE-ENGINEERED BRIDGE SYSTEM'S COMPONENTS, CONFIGURATIONS AND LOADS. 1'-6" 3'-8" 3'-8" 3'-8" 1'-6" UNNAMED ABUT. A 200.00 490 751202.220 2113403.799 1 -6
z H COORDINATE ALL FINAL DETAILS AND DIMENSIONS TO ENSURE THAT THE FOUNDATION ° CREEK ABUT. B 199.00 489 751188.165 2113454.889 SUBMITTED XXX
IS COMPATIBLE WITH THE PRE-ENGINEERED BRIDGE SYSTEM USED. N
INDICATED DIRECTION OF 1:12 GATT D DIRECTION HAYES SEAY MATTERN &MATTERN INC. SCALE COMM. BATTER. ' ' ' N0. 7522
F OTING PLAN 0 W 7 ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
J H D37 NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D37

zoo - PARKING: AREA ~ PAR NG /
AREA ~ A ~ i
r ~ a ~ EE S ET NC • ~ ~ ~ / ~ SEE S ET NO S. L L14 \ - ~
~ \ \ X X FOR ENLARGE \ i ~OR ENLARGEMENT 0 HIS \ ~ / ~ , ~ ,
NOTE LOCATIO FOF x THERE IS ROCK 0 RRING \ o OCATIO FOR MOR ~ TAIL / / ~ / ~
t 99.0 ~ i J x ALONG THIS TION OF TRAIL - " ~ ' X X ~ ~ /
200, ~ BETWEEN A. 72+00 A \ PARKING AREA - - ~ \
~ r 80+ APP ~I#A 400 TO ~ i \ / ~ ~ r 0 a
FEEX OF TRA AY REQUIRE IN TALL SPECIE ' zoos \ X SECTION BETWEI STALL SPECIA RAIL DESIGN THIS ~ 204.3, ~ CTION BETWEEN STA. 71+75 AND ~ ~ ~ ~ / /
STA. 3+20 SEE ' ~ ~ A. 3+20 SEE TAIL \ _ - i
~ PARKING
D38 D36 ~ ~ ~ ~ \
AREA a as zoos ~ ~
~ / '
~ NOTE: 1 T l / ~ ~ -
,zoa.s 8 SEED A L DISTURBED :STURBED C I / / ' ~ ,~~ZU ~ ~ i ~~C
~ ~ ox 8 AREAS ITH P X ~ 49 S ECIFI SPECIFI ~ / ~ ~ ~ -N-
~ GROUNDC~VER MIXTU E ~ NOTE: :R MIXTU E T • / j ~
C RTAIN SEGMENTS OF TRA MAY -SEE DET E IL DRAINAGE ADJUSTMENTS AL TAIL ~ ,~i ~
~ REQUIRE SEGMENTAL RETAINING ~ SHAL BE REQUIRED ATV POiJ~T ' ~ ~ ~ ~i ~ / xFOR S M WATER RUN A NG~ ~ ii
x ,9g, WALLS ALONG UPHILL SIDE FOR SOIL i' ~ AREA SEE DETAI SI~ETS 13 ; ~ ~ ~ ~
' xSTABILIZATION. APPROXIMATELY x 400 L.F. OF 12' TO 15' H H WA \ 87~ / ~ ~ ~ ~ ~ ~ KEY MAP L14 o3s ~ \ .
x 20 IG LL ; y- MAY 9E REQUIRED. REQUIREMENTS ~ 8~'s \~aoz :i A \ ~ / NO SCALE \ X ~ '~2ik2~.y,:
~ p ~ MAY VARY AND MUST BE FIELD ,es.? i/ ~ ~ AR t~ ~ ~ ~ / ~ ~
p VERIFIED BY SOILS ENGINEER. i i ~ i / / \
o AREA X X ~ ~ ~ O ~ y / i ~ ~ %
\ ! P ~ ~ ARKING AREA . PARKING AREA I ~ ~ / ~ ~ / i
i ~ EE SHEET N0. L1 FOR - \ j ~ _ ~ / FOR / /i
INSTALL 4' ; E ARGEMENT OF HIS \ H, E / i ~ Hts ~ i ~ ~ OR ® EXIST SS MANHOLE ~ /
ALONG; TR~1l E.P. LOC TION FORM R R ~ / ~
THIS $ECTIt EEN DETAIL / ~ ~ \ TRAIL EDGE
STA. 7i2+35 - \ ~ TA. / .203.' ~ ~ / ~
~ x i9~e 83+20~ ~E~ ~ L / 209-, \ R RIM ` s EUAN"r ON `DE A \JT OR ~ / / TRAIL CENTERLINE ~ / ON / ~Tr / /
` 03 m`: +59.58 = l 59.58 = ~ / ~ ~ ~ TRAIL SHOULDER
` 1982 C RR~CT~~RS 3+1 .23 \ 1 .23 ~ .~e .s ~ 14 /
i ~ Pc = ~ _ ~0 I ST . A i +69. - ~ 60.&~ sr . ; TRAIL ASPHA T / i L
~ / 80 .58 ~ ~ ~ / / ,A
~ ~es.~ ~k x CROSSWALK / ~
p / / P, J / ~
~ ~ 3.~ ~ , = 10 ~ ~ TRASH RECEPT E ~ / ~ D26 / / , -TRAIL PIPING
~ SUPPLIED BY T , ~ s - ~ / r 5 ~ / ~ BOARDWALK
INSTALLED BY CO ACTO !;!I / O ~ / ~ ~ ~ / ~ ~ ~
~ ~ PARKING -SEE DETA 1992 \ 2 ~~r%~ / / i XITTP / / / / gee E S 0 0
~ ~ ~ AREA D28 j INSTALL / ~ ~ ' 1 ' ~ ~ BOAR K ESI W ~ a / i / _ i cN w / / ~
\ ~ ~ / FO~ACCESS \ ~ PROPOS D T P~ / ~ / ~ E 00 ,ESS / ti /
' ,yz2 ~ ~ 2oo.a \ RAMP EE D TAIL ,AIL / l /
~ / ~ / \ r \ i9e.3 / 4 1 2 / / \ Xz59 ~ SPOT ELEV.
~ ~ 8~x D27 D D32 D3 D32 / ~ D32 ~ V\ / 3 v / 12+0o STATIONING
~ ~ ~ PARK J~ ~~5 `V 56 A Zo,
r / ~ i i x 194,4 \ Pc = ~3+os.1s POINT OF CURVATURE
~ / ~ ~ ~ ~ ~ / ? ,f d ~ \
~ ~ .,J A ' \ . 9 SIGN S F'LIEf) C , PT = 12+54.15 / ~ / POINT OF TANGENT
\ CONST CT APPROX. ~ ITJS ~ , a L~9' B:Y 9 ~ , ~ ~
100 OF SEGMENTAL + 4 ~ T CT E LL - APPROX. 4 HT. ~ D IL / ~ ~ -~F-NSF- SILT FENCE '/1 j
ALON zoc ~ \ ~ G EDGE OF TRAIL ~ zooa.; P~A , ~
\ \ IN THIS LOCATION - , ~ =zoz.a
~ ~ - ~ \ ~ \ ~ DETAI ~ / 8 EXIST TREES ~ / ,
r 2 , ; ; ~ j ~ ~s~ ,T REMOVED ~l
A / , (INSIDE RIGHT- / .
OF-WAY) / ~ •
\ ~ ~ ~ / IL TO PA w ~ / 1 SS UNDER / / ~
I ~ / EXIST. BRIDGE BETWEEN ~ ~ \ A / j i
~ J \ ~ \ ~ WALLS. 8 HIGH CLEAR C
\ ~ . PARS ING AKEA i ~ ~ ~ / ~ ~ i ~ ~ ~ ALREADY EXISTING. ~ , v ~ ~ 2 50 0 i ~ ~ ~ , ~ ' / \ I
/ I I ~ / ~ ~ zos3 ~ i ~ xzo3a \ ~ t a9.9
I I I ~ F'C ~ A ~ ~ o~~ ~ x,9.6 i ~ PARKING ~ ~ ~ ~ I ~
_ `yt'l'
t ~ E ~ `o \ ~ I~ o ~ ~ v ~ , o' _ ~I~ ~ I ~ ~
~ , ~ y~, 1
- a ~2~4~ ~ ~ i i v ~ j I j ~ ' ~ ~ y~/
~ ~ ~1 ~ 4 ~ I INSTALL TRAIL ESIG ~~/~i~ I ,2o3.T ~ ~ 1 ~ SUB-SURFAC DRAINA x
/ / i x204,2 EX ND IST. 36 RCP I ~ 'i' UNDER BRI GE BETWEEN Zoo.S ~ v
IS CATIO , ~ , 83+10 A STA 84+40 W ~ o ' ~ ~
~ CONS UCT ADWALL 'AND 1 i MIN. OF 5 DRAINS - 25' I ~ zoi.a
ARMOR K W~ CUSS 1 ~ ~ . ~ ~ ~ 0. S E DETAIL 2500 RIP-RAP OTHi ~ ~ 3 ~
I` i \ P~1hKIN~ ~ DIRECTION OR BOLE ~ ~ o2s
~~REA \120LF ~OT SEE I "-HDP€-P CE V
DET7~Il. ~2s ~ ~ i ~ ~ ~ I ' i E ST. SWALE LOCATION~~ / PARKING AREA \ ,i\
- ~ 20J 8 ~ I ~ ~ /WITH CLASS 1 RIP-RAC ~ i ~ ~ ~ x , 99.9 / ~ ~ 2 40 ~
~ ~ , ~ OUTLET ~ ~ ~ _
n ~ 36 ~ ~ - 4+68 \ / A ~ ~ x z.o \ ~ \ -~80 ~
~ v o ~ i
I o \ ~ ~ ~ 203.0 ~ \ Q CONSTRUCTION ~ ss.~ x
~ ~ ~ ~~k \ \ ENTRANCE SEE DETAIL ~
° ~ .C ~ ~ \ \ a ~
- ~ ~ 193.3 ~ 195.9 ~ D29 ~ , i 99 ~ / ~ ~ 195.9 V ` ~ ~ \
~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED c~a CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRU 3E CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GRADES. DRAWN NC NORTH RALEIGH.
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED ~Lp,
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=5a' HAYES SEAY MATTERN & MATTERN INC SCALE cO~.~M.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ' ' ' 1'=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L7

0 203.8 ~ ~Q~ ~ ~ ~ ___.-3~ 24~~~ x ,99.9
~ ~ ~ NOTE: ,9s.s
\ ~ ~ _ - ~ ~ 4.6 x 197,0 3 MAY NEED TO AC
i ~ ~ i ~ ~ / PC ~ / I I t i / \ O / ADDITIONAL RIGHT-OF-WA
\ I \ 203.0 I ~ ` / \ Q TO F NTH AP ~ ILL I E G S _
~ 15" PE PLACE IN EXI BETWEEN GREENWAY 1997 " ~ i ~ LOCATIONS. ~
1 ' ~ CONS ~ ~ ~ SW LE LOCATION. ~ / ~ \ \ LOCA CONSTRUCTION ENTRANCE LOCATION ~ ~ ~
193.3 1 59 \ .,99, 516 ~ '3 j
~ ~ x ~ 9 ~ r ~ ~ A ~ ~ ~ ~ i
, o ~ \ ~ - ~ x ~ 197 /
~ ~ ~ ~ ~ s ~ / INSTALL STAN J ~ ~ ~ ~ ~ ~ , INSTALL STAN~RD TRAIL - i ~ ~
A k i ~ ~ _ ~ _ _ DESIGN IN AL )ESIGN IN ALL LOC~,T NS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ / ~ ~ ~ - ~ UNLESS OTHEf - - ~ ~ JNL T ~ ~ / / V~ ~ ~ ESS 0 HERWISE NOTED . - -
/ 1 ~ ~ ~ i 2oz.a ~ o \ -SEE DETAIL ~ ~ x ~ ~ SEE DETAIL ~ i / ~
b / D28 ~ ~ ~ i ~
PARKING ` 0 ~ ~ 9 ~ ~ -
~ ~ ~ 0 AREA ~ A ii ~ /i / ~ ~ ~ ~ V ~ 194.9 ~ ~ ~ ~ ~ ~ i ~ ~ P ~ -N-
CLEAR R OV~D BRIS ~ ~ ~ ~ 1~ ~
OM XI HANNEL ~ ~ j X F IVE D AINAGE \ 1
% ~'R ~ ~ . XS ~ ~ ~ / , ~ iE~
~ , ~ ~ ~ ~ARkING ,A ~ ~ i i \ ~ .
~ / / ~ G ~ ~ ~ KEY MAP ~ ~ ~ -
, \ / ~ / ~ ~ ~ ii i~ ~ ~ NO SCALE = , 68 ~
O 40 r i
~ ~ ~ i ~ 1 1 ~ ~ ` ~ ~ , i i
b , ~ \
I ~ ~ ~ A ~ - i ~ ~ \ ~ Y ~ OOpWA
2oo.s ~ f 0 x x / ~ Ft. /
i pq ~ ~ ~ ~ ~-v ~ ~ ~ ~ EXIST. R R TRESTLE ~ ~ 9 \ ,9 ~ ~ OR ® EXIST SS MANHOLE
I~ ~ 7 ~ 9 / / = 6 , 193.8
_ ~ x 193.3 P .KING P RKING ~ x ,93.3/ ~ x ~ ~ TRAIL EDGE ~ BEFORE CROSSING R/R ~ .,9o.e ~ i
~ PAR N~~ ~ ~ - ` AREA AREA ; ' P 948 RIGHT-OF-WAY, FIRST ~ -
\ ~ i / TRAIL CENTERLINE NOTIFY NORFOLK SOUTHERN
~ A \ s ~ ~ % - zoos ' ~ ~ ~ - ~ ~ ~ ~ ~ ~ / ~ RAILROAD AND OBTAIN ' \ TRAIL SHOULDER
i ~ ~ „ 206.9 ~ ~ ~ / ~ ~ i , ~ i PERMISSION TO BEGIN I f~J ~fEX ~ C ~1 CONSTRUCTION.
\ , ~ ~ ~ / ~ ~ i ~ TRAIL ASPHALT 1~~4.a~
f - ~ i /
/ ~ PARKING ~ ~ A ~ / / ~ \ ' ~ ADJUST TRAIL LOCATION CROSSWALK
AREA , / FOR MH LOCATIONS
~ //i ~ TRAIL PIPING
/ ~ i \ \ ii \ r ~ - ~ ) ~ r BOARDWALK
111 ~ 194.6 / ~ / ///j / \ \ ~ s2 z
~ ~ ~ ONSTRUCT ROOF 0 R ~ _ gee _ EXIST TOPO
~ ~ ~ ~ TRAIL UNDER R R ESSEL ~ ~ ~ / / ~ ~ \ INSTALL TRAIL DESIGN'W/ , EXTRA STONE BA THIS
~ ~ 50' EITHER SIDE OF \ i ~ PROPOSED TOPO \ SECTION BETW N STA
/ ~ - RAILROAD CROSSI - r ~ SEA DETAIL A 90+15 AND TA 95+72.9 Xz59.~ SPOT ELEV,
/ i 8 SEE DETA~ 2
' / D32 ` ~ i / Des ~2+0o STATIONING
i ~ NOTE: / / I 5 1k
~ SEA ALL DISTURBED AREAS W/ PC = 13+06.19 POINT OF CURVATURE
~ 1 S ECIFIED GROUNOCO VER IXTURE - S TAIL
i ~ ~ ~ Pr = i2+5a.i5 F TAN NT \ POINT 0 GE
D29 * 193.1
x 194.8 i~ ~ ~ ~ ~ SF-SF- SILT FENCE ~ ,
i ~ x,s.z
~ /
~ ~~li. 2
~ ~ ~ i ~ ,
~ ~ ~ ~ i / ~ ~
% ~ ~ .93.6 ~ ' ~ BENCH LO TI9N 6 ATI9N ~
~ ~ EXISTING CHANNEL LOCATION
/ i ~ / 1 EXIST. GREENWAY - SELF DETA / / ~ D28 t ~
/ i
C . ~ .G~
~
\ , ' ~ 1I
19
Q' ~ x9 ~ 9
x 19; P~ x,9s.z _ (2) BOLLARDS ~
0 ~ \ 4 4' O.C. TYP. ~ : (
-SEE DETAIL s aoK, D27
\ ,
1 \ ,
~
~ \ 1 EXIST. GREENWAY
\ ~
~ ~ \ / ~ \ \ ~ ,1
\ \ , I
~ I \
,
\ -
~ 9~18/~ AS PER D COMMENTS a~ cwa WQ
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. TED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DES f WHEN DESIGNATED (SEE SPECS.). DESIGNED CAPITAL AREA GREENWAY SYSTEM GLA
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE t . WILL BE CONSTRUCTED TO EXISTING DRAWN NC Ra.~cH, Nom cazouNA
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. /
CHECKED Gip,
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED J~
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=5a' HAYES SEAY MATTERN &MATTERN INC scALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1"=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE 1999 SHEET L8

~ ~ r \ o \ 2500 i
~ ~ R o.73A 1 I , . \ PARKING , ; ~ \ / ~ / ~
~ o AREA KING ~ ~ ~ ~ !PARKING ~ _ A ~ ~ / 2139 a ~ / e O / r
~ AR _ \ ~ ~ ~ AREA i \ v ~ vPARK\ ~R K\
2500 ~ AA~E 3147 ~
V ~ !1~ x 203.2 ~
~ x 203.8 x 204.6 x 203. \ 15' E PLACE I ~.10A \ ~ PARKING -
~ ~ ~ ~ ~ - E ~ PARKING ~ ~ ~ O d
_ ~ ~ OCATION \ \ ~ ~ \ 2 AREA ~ AREA ~ ~ \ ~ ~ ,1
1~ . ~ \ v ~ ~ ~ 67 / / mo ~ >
_ ~ PAR!;IN ~ ti ~ i o ~ \ C X05 0 ~ - o , ~ \ ~
~ ~ \ AREh X77) ~ ~ ~ ~ /X ~ ° ~ \ S
I \ ~ o
(~3~ ~o ~ 2.74A ~ .r-- ~ ~ ~ ~ 1 ;
1 ~ U
\ \ x zoo.a \ J \ ~ ~ ~l ~ N
~ ~ SEE SHEET N0. 25fl ~ ~ o \ \ ~ ~ • 207.9 x
\ ~ - ~ DSO ~ ~ C21 FOR PLAN & ~ _ ~ ~ ,~J \ ~ EXIST. GREENWAY \ 7084 \ ~ ~ A LE OF THIS \ ~ ~
~ ~ ~ \ % \ LO FOR PARKING ~
~ ~ CLE & R~Mbi~E V~. ~ \ MORE D AREA ~
\ V ~ ~ ~ FROM ISTING`617~1 ~ . 20~ v ~ ;~l ~ PARKING ~ KEY MAP
FOR POS VE DRAI'N~4~ ASV A ~ ~ \ ~ INSTALL STANDARD AREA STANOARO IL x zoa.e - NO SCALE x 2ozg
~ ~ ~ - DESIGN IN ALL LOCH IN ALL LOCATI S
~ \ ~ ~ ~ A \ ~ ~ NLESS OTHERWISE P OTHERWISE NOTED NOTE: THE CI OF RALEIG
= 1 G \ \ ~ \ x \ S ETAIL ~ \ AIL ~ ~ MAY NEED TO CQUIRE ADDITIONAL EA EMENTS T
~ Des FILL IN THE G S BETWEE
~ J ~ \ ~ ~ GREENWAY LOCA ONS.
/ ~ ~ \ ~ p ~ \ \ ~ /
\ i i / PARKI\_ ~ / rr ~ ~ ~ I ~ OR ® EXIST SS MANHOLE \
~ \ ti AREA ~ h ~ (3g ~ S \ SEED ALL DISTURBED ~o I ~ ~ ARKING 8 ~ I AREAS WIT SPECIFIE~ \ TRA L EDGE
~d ~ \ \ ~ ~ \ ~ 'LI ~ \ ~ ~ AREA GROUNDCOVER~IuIIXTURE \
PARKING ~I ~0 \ ~ -SEE DETAIL 2. ~ ~a ~ ' - TRAIL CENTERLINE ~ ti
~ ~ ~ ~ ~ / ~ ~ R EA ~ ~ x y ~ \ ~ \ ~ s o pZg EXIST. GREENWAY
\ 20 9 / ~ TRAIL SHOULDER 25fl0 ~ ~ /
47A 1 ~ ~y; ~ ) 3g ,
~i2o~ 3 ~ AT ~ INT L C C ~ ~ . CATC oa6~ ` 2029 ~ ~ ~ T I PHA T 6 RA L AS L 0 ~
~ ~ \ B SIN WITH 18 P~ 259- ~ ~ IPE IELD D -H 18 P ELD AD~u F / ; CROSSWALK
1815 \ V ~ ~ ~ 1.17 2o3.s LOCATI N TO MATCH L( TO MATCH LOW \ Q /
6 / rn 47A 0 ~ ~C~ x FIELD ADJUST TR IL~OR V~ y~ A A POINT I PARKING ARE i ~ NSTALL PRO . 4 HT. FENCE 0~, PARKING AREA T F ~ TRAIL PIPING
x zos.~ i EXIST. M.H. LOC ION .NOT ~ V ~ ~ 2500 -SEE ETAIL FAIL TRAIL C 0 ~ _ 4 LO BRANCH EE D SUPPLIED BY CI
\ A ~ 4 _ ALL CURRENT M.. \ ~2a ~ 2500 \ ~A V ~ D28 0 5 ~ ~ BOARDWALK \ ED BY CONTRACTOp
\ i LOCATIONS AR SHOWN qR ~ ~ \ , A~ / 41 ARE ACCURA .FIELD \ ~ 80 D32 ` DETA 3 - ~
~ , PARKING ~ _ yea _ EXIST TOPO ~ \ 2
O EA ~ ~ ~ - Vim. A ~ (0.31 A) ~ A \ . 2os I AREA v 2°0 PROPOSED TOPO
PARK fv~ ~ ~ ~ ONSTRUCTION ENTRA CE
~ V~~~ y ~ 7 HDPE PLACE IN SE TAIL ~ 15 $ 2009 Xzs9 ~ SPOT ELEV, SWALE p g ~
A I l zoos ~ \ ~ V 60 \V~ ~ ~ x ~ 13 3746 ~ ~ ~ \ LOCATI ~
9 ~ \ ~ \ N ~2+0o STATIONING
~ \ r• - \
\ \ ~ ARtA V ~sV x ~ L PC = 13+06.19 POINT OF CURVATURE ~ D ~
PARKING ~ n ~ ~ \ ~ ~ A A\~ ~ PARKI ~ ~ PT = 12+54.15 POINT OF TANGENT
.~a- ~ ~ AREA , ~ ) ~A ~ D4 0 ~ ~ V ~ ~ I \ ~ ~ ~ 1 R EA ~ ~
x ~ 203.7 \ \ \ ~ \ g4 ~ ~ ~ - F-~SF- SILT FENCE o S
1 \ =A ~ \ ~ \ _ \
0 , ~ ~ 881 c 4._~ ? ~ \ ~ o`" \
6 ~ ~ 9 4 \ ~ \
~ ) ~ _ A ~ BENCH L ATION 2~'?'~.
2 ~ ~ ~ \ CUT & C~ EAR PROP. N ~ \ ~ ~ \ ~ A ~
~b \ \ I ~j \ DITCH F R POSITIVE C ~C MOVE DEBRI - E DE I 2s
~ 0654 ; / ~ 0 DRAINA E FOR PARK G ~ ~R 0 J/~ i / ~ M / / ! ' \ ~ O ~R CHANNELS x
~ ~ ) 3 AREA ~ FOR P 1 ~ \ ~ v y ~ / ~ ~ ~ \ FOR P GE ti`"~ x ~ D \ ~V ~ ~ ~
/ ~ r' ~ \ EXIST. GRE WAY i t ~ PARKING ~
o ; ~ ,gREH ~ ~ ~ w `'.23A ~ ~ ~
~ J ~ i ~ ~ * 205.0 \ ~ ~ A 198.. ~ ~ o ~j \ 198.5x \ ~ ~ \
~/r I~ 7" ~ ~V ~ A ~ 197.V ~ ~ n
PARKING ~ ~ ~ ~ ~ / ~ ~ \ ~ x - \ 11 2500 ~ \ ~ ~ ~ ~ 1 ~ x 19&9 ~J u-~
~A,R~;'~y X577 ~ 0 ~ v v ~ ~~5, ARy ~ ~ G v - ~ ~ ~ \ \ \ ~ \ \ \ ~ w 2597 ~
HR~A ~ ~ ~ \ \ ~ ~ ~ v ~ CIT S ~ T T1~ 2. C ~a~a \ \ v C I 0-~ ~ ~ ~ ~ \ \ ~ + ~ ~ \ ~ o
\ \ ~ \ \
1 ~ v ~ A A \ A3 ~ \ ~ ~ ,
~ ~ ~ 4 o v 0 ~ _ vv\ \ ~ ~ ~ 3 ~ \ ~8
~ v v ~ 0.43A ~9 ~ \ A) \ \ ~ ~ ~ -
( ) 8 N ~ ~ J \ \ ~ \ 18
~ ~ ~ ~~I v ~ 2500 ~ , \ \ \ ~ 4 \ ~ ~ \ ~ LOCA
~3~ ~ \ x2oza A ~
0448 I i1 2a6 ~ ~ 5 ~ \ ~ G V~ ~ 501 G ~ ~
~ ~ x 200.2 i v ~ X20
~ ~ I 25 0, PARKING ~ ~ ~ _ ~ ~ ~ i v ~ ~v y - ;~g,
PARKING _ ~ \ 2455 AREA / ~ 197.6 AREA i / ~ 199.3 x 197. ~ ~ v \ 200.v~ ~ v ~ D4 ~ \ \ \
~ ~ ~ SEES N0. \ ~ \ ~ ~ ~ \ _
147 ~ ~ ~ ; ~ , ~ C22 FOR PLA ~ \ \ ~ \
. 77 ~ ~ ~ ~ ~ ~ \ \ FILE OF THIS \ \ 1996 v ~ ~ v \ ~ LSE FOR ~ \
~ :n \ ~ ~ \ _ ~ AMORE DE ~
1 v 198.4 V ~ ~ V A ~
~ \ .69A alb 25fl0 ~ I s ~ 20~.~O ~X ~ ~ \ ~ \ \ co ~
~ x co (0.44A1 ~ ~ A ~ ~ , ~ ~ ~ - ~ _
~ s/~e/~ AS PER DW COMMENTS GSL GWA Q
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED ESIGNATED (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCT CONSTRUCTED TO EXISTING DRAWN RNC RALEIGH. NORTH CAROLINA
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. /
CHECKED GLq
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED, 50' 25' 0 50' 100'
1 "=5a' HAYES SEAY MATTERN & MATTERN INC SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 1 f ' ~-CJO~ N0. 7.522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST~1999 SHEET L3

~
AREA\ ~ ~ / i PARKING o ~ / T VER ~ ~ AREA y 7 ~ . e
~ zOSS ~ ~ / A L R ~R TRESSEL
~ ,l ~ 4 EIT E OF RAIL \ \ ~ . a
.23A ~ ~ / u ~ A / T D32 x 2oz.2
8 \ ~ I i
us 0 ~ ~ o ~ <J ~ / ODD 2500 ~ ~ ~ ~ 0 w P~ - ~~D P4!~KING F~ ~ ~ o
~ ~ / F~ N X18 HDPE PLACE IN yy BEFORE CROSSING RJR ~ 18" IN EX~`ST. AiZEA
97 ~~X~ST. ALE ~ ~ & RIGHT-OF-WAY, AL L
LOC ~ ~ ~ ~ ~ ~ i ; ~ FIRST NOTIFY CSX s ~ i l RAILROAD AND N
~ ; / ~DEXED ~l / \ PERMI 0 BEGIN ~ / \ ~ j e
ion: / ~ STRUCTION. ~ ~ ~
/ ~ ~ v , , f ~ O
~ ~ ~ i .74A 6 A o ~ ~ ~
1~714 w ~ ~ ~ ER ~ - ~ ER AND REPLACE EXIST. NOTE: HE CPl'~ ®F RALEIG
~ - ~ , z / 2500 U MAY NEED TO ACQUIRE G /CMP IS LION
~ N V~ ~ ~ />?MP 4l 1 0498 UNDER UNDER TRAIL. HEET N0. pd ADDIT ONAL EASEMENTS TO _N_ y
~q2 ~N x za4.a 12 FOR INSTALL STANDARD TRAIL 12 FOR MORE DETAIL FILL I THE GAPS BETWEE
DESIGN IN ALL LOCATIONS ~ GREE AY LOCATIONS.
CONSTRUCTION g~ ~ ~ ~'HNLESS OTHERWISE NOTED - INSTRUCTION E E E DETAIL s
~ ~ SEE SEE DETAIL a ~ D2 D29 ~ BENCH LOCATIO - ~ KEY MAP
~ ~ D26 SEE DETAIL , NO SCALE
' ~ y I ~ ~ SEE SHEET N0. L12 F( :T N0. L12 FOR X28
\ 2544 1 HDPE PLACE IN E ~ ENLARGEMENT OF THI. e SALE LOCATIO t~S uIENT OF THIS ® ~ ~
4 31 LOCATION FOR MORE J FOR MORE ~ CONSTRUCTI ENTRANCE 9
DETAIL ' LEAR ND EMO ~ SEE DETAIL
DEBRIS FROM EXIST. . zozz ~ ~ CHANN LS FfOR P SITIVE ~ ~ zoz2 g 199. II D29 ~
~ x ,~7~ a i DRAINAGE. ~ 0 15 HDPE PLACE PLACE
~ ~ 62 IN EXIST. SWALE ~ i ~ ~ OR ® EXIST SS MANHOLE SWALE + I 12 HDPE LACE IN EXIST. ~ ~
~ i u ~ I IND XED O 1715.17 ~ ~ ~ \ LOCATION ~ SWALE LO ATION /
\ o ~ ~ N0~ ~ 4s w u~ TRAIL EDGE o ~
\ SEED ALL DISTUR D ~ ~ ~ AR A F ~ o TRAIL CENTERLINE
E S WITH SPECI D ;o
\ ~ -SEE DE J ~ / 1;~, TRAIL SHOULDER 1,7, ~ ,r
\ ~ \ w ~ , ~ ~
D29 ~ ~ ~ % \ 9 _ _ ' ~ ~ ~ , 7~ o ~ TRAIL ASPHALT 3.15A
~ ~ ~ ~k , .23 01.4 ,4 x v ~ CROSSWALK
~ > ~
IST. GR ~ ~ ~ ` ~ 9 196%2 ~ T I PIPIN ~ RAL G
3 3) -~_~o- . ~ s 5296 ~
V ~ ~ ~V~\ ~ I 205.37 W K ARD AL 80
~ % FROM EXI C NEL~-_~'-- x 8 5o x 97.,1 _ ~
9 ~ N~_ x, 4., ' POSITIVE DRAI ~ _ gee _ EXIST TOPO
j' ~ EXIST. GR NWAY N 4 ~ ~ ~ SEE SHEET 0 D x17 D 4 f ~ -p ~ 198.4 PROPOSED TOPO
~ ~ ~ os / ~ 3 SPECIAL TRAIL D I S INDE.,ED, ON ~ 6g D I S ~ r` ~
0.79A ~ ~ ~ ; ~ UNDER BRIDGE l~ I u ~ ,99.s a° w ~ ~ ; x259.7 SPOT ELEV,
1715. ? ~ - ~ ! I ~ i ~ i ~ ~ ~ ~ ~ ~ ~
2500 ~ / , ~ S + s.7o f + ~ ~ 1 , x 12+0o STATIONING ? +
~ ~ ~ , ~ ~ 3157 ~ \ / ~ ~ rya ~ ~ ra+xs o.so yy__
o ,p _ Pc = ~3+os.~s POINT OF CURVATURE
~ / _ T \ ~ LL ROCK CK-~J~~' - a ~M ' ~ PT = 12+54.15 POINT OF TANGENT
~ _ / mss-, a ~ x 291 ~ ~
~ _ ~ 0 2s ~ ~ ~5F-~5F- SILT FENCE
~ ~
~ / % P, A ~ ~I
- V ~ ~ ~ ~ ~ ~ ~ i
~ ~ ~ ~ x 199.8
~ ~ w --v \ o ~ ~ v Cry ~ NWAY ~ EXIST. GREE
/ ~ 2500 o)
~7 'y~ ~ soo o SEE SHEET NO. C2
~ ~ / PLAN & PROFILE OF THIS
~ '0 15 17 ~ ' i ~ OCATION FOR MORE
l j 1 ~ 1. J ~ ~ ~ ~ ~ ~ ~ 2500 ~ ~ 7 ~ D
~ / ~ ~ ~ n
~ ~ i' ~ ~ / ! 9023 ~ ~ 204.3 ~ ~ ~ 2062 \ ; \ ~ /
~ ~ / ~ ~ ~ r A y-- \ i ~ i l I r ~
~ ~ rA ~ ~ 0 ~ / i ~ ~ 103. ~ ~ ,
\ _ x i ~ ~ / ,
~ ~ / h / ~ ' ~ 204.2 / , ,
A ~ PARKING ~ ~ PARK G \ /
~ v ~ ~ AREA f=v ~ ~ / ~ 203.5 ~ 2529 ~ ~ ~ ~ ~ PARKING ,!V~~' ~ V x201.6 ~ ~ A A / /
i ! I , / ~ 2500 I
I >gREA / ;
/ ~s i 49 / ~ 2974 ~ ~
~ ~ i
~ ~ ~ ~ ' ~ 7A ~ ~ ~ / ~ \ / x 202.9 ~ ~ ~ 1. 7A ~ ~~I
j,'i ~ ~ i ~ x2o 500
~ 2500 ~ i 22e.~ i ~ ~ ~ ~ 88~
i ~ ~ / r ~ 23~ PARKING 4 86
_ 's9 i B AREA i~
/ v x 0 1 X368 PARKING ;n x R ~ ~ -I
/ 202.9 AREA 3~ % x2081
~ ~ ~ s PARKIN
1 ~ AREA ~ ~ 252 z~ \ ~ ~ PAI~I~II~G \ ~ ` ~ PAR ING
A~-- , AEA
4812 ~ I, \
~ 9/18/ AS PER DWQ COMMENTS cs~ GwA
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SI TED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. ESI N CAPITAL AREA GREENWAY SYSTEM D G ED GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO ERUCTED TO EXISTING
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. DRAWN NC RALQGIi, NORTH CAROLINA
/
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED 50' 25' 0 50' 100'
AND FEATURES SHOULD BE FIELD VERIFIED. 1 "=50' HAYES SEAY MATTERN & MATTERN,INC SCALE COMM.
1 1 , N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L4

x2 1.0 ~ , ~ ~ ~ / ~ 6 ~ /
~ O~W WETLANDS x i93.a / i LO 33.a 15 OPE CE N ~ / • ~ INSTALL STANDARD AIL / , .
199.2 SEXIST. WALE ~ DESIGN IN ALL LOC TIONS ~ '
~ INSTALL BOARDWALK BOARI LK BOARDWALK/ASPHALT LOCl4TI0N. / UNLESS OTHERWIS NOTED. "
,i DESIGN W~ RAILING TRAIL / 201.9 ~ THIS SECTION BETWEEN SEE C TRAIL TRANSITION - SEE DETAIL O ~ 30 N15PE~LACE IN ~ ~ d WEEN SEE TAIL i ~ ~ ~
(1350 TA +4 AND TA S 56 0 S 7 EXIST. WALE Des ~ a TA D27 ~ LOC ION. ~
58+50 SEE DETAIL / / i AIL ~
~ ~'OR THIS SECTION OF z 4 5 ~ 7
j ~ BOARDWALK USE EI~fHER D27 D27 Dv o2~ D27
o~ PILES OR ALT: F- OR ~ " 194.4
~ ~ ALT: F-2 i
Y ~ ~ ~ 1 /
X00 ~ ~ F / ~
s ' ~ 2oi.~ ~ ~ ~ ~ ~ ~50r BOARDWALK~ASPHALT ~ ~3~f'~ ~ _ \
~ ~ ~ TRAIL TRANSITION - ~ s ~ ~ ~°K'~~`'
' / / ~ SEE DETAIL ~ / 9F~a~ ~ _ _ - , 1 SEE DETAIL \ - ~ i ~ ~ ~ N_
~ ~ ~ D27 ' ` . V'~ ~ 1 D26 ~ ~ ~
~ / _ A ~ _ ~ TRUCK TURN AROUND x ~ 1 _ j\/~/~/~ ~ ~ ~ I ~
- ~EE DETAIL ~ ° ~ ~
5 i ~ ~ o 026 ~ z ~ i x 195.7 / / ~ . 98
~ ~ - _ ~ _ - KEY MAP
- - i / / ~ __~i ~ / ~ / " ~ ~ ~ NO SCALE
~ ~%2oa.~ % _ i ~ / ~ s~j / / i , ~ - - i~e~ i~
199.8 ~ r- ~p ~ ~ 60 . / i.--
- ~j ~ ~ /
/ / / \ ~ / r ~ .
/i , ~ ~ INSTALL TRAIL DESIGN W _ ~ - / ~ .194.3 ~ / / CLEAR AND REMOVE ~ ~
/ / EXTRA STONE BASE THIS ' ~ / / _ _ . - STANDARD ~ x 1949 OR EXIST SS MANHOLE / DEBRIS FROM EXIST. x 195J / ~ i
SECTION BETWEEN STA BOLLARDS 4 .C. CHANNELS FOR
51+20 AND STA 53+10 z0%.a / STANDARD -i- ~ ` / ~ ~ ~ - ~ YP. - SE DET IL 7 ~ ~ TRAIL EDGE POSITIVE DRAINAGE. i - o2e ~ ~ i i
i ~ SEE DETAIL z ~ , ; % / BOLLARDS 4' O, - - - - NOTE: ' / 62A ~ , , NOTE: \ ~ ~ ~ ~ " ~ - _ _
~ ~ , / TYP. -SEE DE ~ ~ - - - ~ - _ SEED ALL DI`. D26 ~ , ~ ~ 7 J ~ i ~ ~ ~ / ~ ~ A EAS W SF SEED ALL DIS RBED ~ ~ ~ ~ = TRAIL CENTERLINE
i 2500 ~ / ~ o~ / ~ ~ ~ GROUNDCOVEI A EAS W SPEC IED ~ ~ / ~ GROUNDCOVER MI TORE ~ TRAIL SHOULDER
i ~ i ~ i ~ ~ / , ~ ~ ~ ~ ~ ~ - ~ SEE DETAI ~ 7418 - , _ ~ ~ ~ ~ - , / A ~ / SEE DETAIL ~ ~ ~ s ~ ' / TRAIL ASPHALT
/ D29
i j i LE ,REM9VE
5 HDP . P A T E L CE IN EXIS . DE bM EXIST ~ SWALE LOCATION. ~ C A R P ~ _ / / CROSSWALK
S;~b OSI I A - - ~ ~ ~ ~ ~ ~ / ~ -TRAIL PIPING
i~ ~ ~ / ~ NOTE. E CITY OF RALEIG
/ ~ ~ i/~ ~ ~ MAGI NE ILTO ACO~E~ / ~ BOARDWALK
, / 194.8 O ~ / / i ADDI IONAL EASEMENTS TO , l9~ / FILL THE GAPS BETWEE = ~ _ XI T T P
~ ~ ~ i' 1 9 ~ i (554 ~ ~ ~ ~ ~ ~ / ~ - ~ ~ ~ "zocs x 193.6 r / gee E S 0 0 / GREENI!1~Y LOCATIONS.
~ ~ \ / / PARKING
~ ~ ~ ; ~ r~rl~.~NG V ~ / r / ~ x o2~ / PROPOSED TOPO / AREA
/ i x,98, / ~ X25 - SPOT ELEV.
~ ~ i / ; / ~ ~ ~
1 ~2+0o STATIONING
~ ~ i ~ / ~ / / x2°°5 Pc = ~3+os.~s POINT OF CURVATURE
1 ~ / ~ i /
i ~ ~ i ~ ~ ~ ~T ~
m„E, ~ / ~ / zoo ~ AT ~ 0 F 0 AR O U N A i Pr 12+x.15 POINT OF TANGENT \ - i
/ ~ ~ ~ / / / 9~ , / SF-SF- SILT FENCE
/ 3.15A ~ ~ ~ ~.56A , / ~ ~~i ~ / ~ ~ 2500 ~ ~
~ ~ ~ \ / ,i ~ / ~ ~
Leo ~ i 1 - ~ ~~oo ~ J fi2~8 x 199.4 ~
T / / / ~ s ~ o 526 ~ 029 /
INSTALL ANDARAIL , ~ 3 ~ PARKING /
LIONS % DESIGN IN AL LOCA w AREA ~
UNLESS 0 WISE NOTED. / ~
~ SEE DETA L ~ ~ ~ ~ ~ ~ . 20 .s t ~ ~ ~ P
~ / zs / ~ / x ARKING ~ / ~ / ~ 202.4 ~ ~ ~
~ ~ i \ AREA ~ , / ~ / _ i / ~ / 1. \ /
~ ~ ~ ~ ~ ~ 201.9 x 203.7 ~ ~ / r / / x " 203.7 D ~ ~ / / 2°3.7
/~~i~ % ~.11R~,~~l~ / / ~ ~ / ~ 1 ~ ~ / ~ F~,~~~'II//. Y~
G - % / i AREA ~ ~ i ~ / EXIT. GREENWAY ~ ~ ~ ~ EA
--r ~ / ~ ~ 20 . ~ ~ 2 z ~ ~ ~ x 203.5 / 2 ~ 199.5
k~ ~ ~ / ~ 0 / o~
1 ~ ~ ~o / / rY 5 / r ~ ~ / ~ ~G3.8
i~ ~ ~ r ~ / ~ / 02.4 , Y OF RALEIGH ~ ~ i ~ \ /r /
/ ~ ~ / ~7 / .z ~ _ /
~i/// 64 / / ~i~ ~ iii-~-~/ ~ / / ~ /
-viii ~ 1 ~
/ ~ ~ //ice ~ ~ t
„201.9 PARKI(JG ~--zoo
~ EEC' ~,TR GES _ ~ OD _ - ~ ~ ~a (o.~5a) AREA ~ r
Q
- ~ ~ I _ ~ 0 A PA ~Jpp~~G x ~ ~~U" 200.2 O
i ~ / 0 - ~ -x-~ ~ 30 f x zoaF ~ - ~ ~ r ~ - AREA ~ 3065 ~
~ ~ ~ ~ ~ ~ rARKIP`~-' 2ao ~ ~ 108 ~ J LL
~ ~ ~ ' ~ ' 2c PARKING AREA ~ 2~ ' 205.3 /
~ ~ 'r A K n ~ I`d ~ ~ ~ ~ AREA ~ ~ v ~ ~ ~ PAR~~~~
~ f ~ ~ AREA ~ ~ ? - ~ A x 200.5 ~ ~ ARE. , I
~ ~ 205.4 ~ i / ~ l ~ ~ i I / ~ \ ~ PARKING ~ ~ ~ i
I ~ ~ ~ AREA PARKIf~G
t 1 / AREA 126
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATE I DESIGNATED (SEE SPECS.),
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRi BE CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. / DRAWN NC RALEIGFI, NORTH CAROLINA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=50' HAYES SEAY MATTERN &MATTERN INC SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. 1 ~ ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L~

- _ _ _

\
- WAY 15 HDPE. PLACE.IN' EXIST. ~ HDPE. PLACE~N._EXISIr ~
SWALE LO~ATIGN SW LNAG~rTION `x ~ POS IBLE CONSTRUCTION ACCESS ~ - ' . .
INSTALL TRAIL DESIGN W r,= ~ -€~(T&A- STBN E-~H I ~ _ ~ ~ ~ xt MYAY BE OBTAINED ALONG EXIST. , ~ ~ ~SEV~fR. EASEMENT FOR THIS ! ` ~ _a.---~`~- O
SECTION BETWEEN STA.~y ~ \ ~ - S€6TI9N OF THE TRAIL. - i' .
64+10 AND STA. 72+30. ~ 4., j J ~ NTR~CTOR SHALL BE ~ Z q
` SEE DETAIL STATION 6 BEGIN + z ALTERNATE TRAIL ~ ~ ~ E~RON~ LE FOR ALL DAMAGE TO ' f='
1' wqr t
4. ~ THE CITY OF RA I~H
1 _ ' MAY NEED TO TT ' % ~ d F ~
ADDITIONAL T~ Ffl1~ ~ ; f''
~ o ~ a + ~ i' EXIST. GR WF i IST. GR WAY ~ THIS SECTIO ~ ' ~ OF ~ ~ t ~ r ~ ~
N, ~ N x isz.z 4 TRAIL. r' / ~
' ~ ,,f` f i ~ r`
u ~ _d.. _ ,gym SEA SHEET b. 4,F~R ~ ~
'~i iii ~ , BENCH LOCATION ' ' ~ ~ ' a _ ~ " ~ PCAN R IL ~ THIS 'J ~ ~ ~ ~ i ~ ~ -N-
` me s \ _ i 9zo mwt ~ ~ ~ ~ , , LO ATIS~I- FOR' W~RE sue, i ~ ~
~ ~ ~ --.~..r ~ SEE DETAI Des ~ TON` 72+3,0 r . l /
sac, ~ / i _ m+c f y,~~ ~ f ~ ~ ~
~ ! ~ r---~ f / i' ~
~ 'r"r TURN THE TRAIL SHARPLY ! ~ ~ ~ ~ ~ i ~ i ~ KEY MAP
i1S.96 _ G ANB~ G-RaDU#LY INCREASE ' % ~ / ~ NO SCALE
_ . ~ , 'r~ ~ - THE GRADE UP E ~ ~ / s r ~ ~ i'
~ ECK~OA ~ , - ' HILLSIDE. ~ i f: / , a /
SEED ~ ~ 'f 19 / - - a f / ~
2) ~
r, 1 / ,
i i ' ~ _ e _ r ~ . " ~ i-~ : ~ j l~ ~ , i ; ~ PARKING AREA i
~ ~i ~ ~ ~ ( ~ /~r ~ ~ OR EXIST SS MANHOLE t ~ ~L Z ~ / / / ~ 4
- CLEAR AND REMOVE DEBRIS . 'i;,~ ~ - EXIST. GREENWAY _ ~ ~ ~ ~ A / ~ PROTECT LARGE AMERI N ~
~ -'~r-- " ~ r' FROM EXISTING.CI~XNI~E~LS ~ ~ ~ / 4 - ;FOR POSITIVE~DRAINAGE. ~ se~ , ~ x H TREE IN THIS l l TRAIL EDGE ~ i , , 0 IM TE LOCATION. , i ~ ~ ;
I ` j ~..zo ~ ~ `ti 3 / ,j ~ TR Lt BE P cEO ~ ~ TRAIL CENTERLINE
I 1' x / 1 1 ~ z3z.~ ON UP E. ~ F~
J % fI / ~ ~ ~ j ~ X ~ ~ ~ 1 ~ TRAIL SHOULDER ~ , ~ .u
ow-,.. ' i - ,e ~ ~ T ~ ~ ~a14~-.: ~ / ~ ~ ~ ~ ~ i / ,
C ~ A R T M E N ~ O r ~ O R R E C T l ~ , t r ~ , TRAIL ASPHALT ~ ~ ~ ~t~ y tt ~ i` r ~
1 x ~ee.6 g~.s r _ ~ ~ _ ~ y IIi3' i P KING i !
{ ~ r ~.z ~ ,~1, 198.6 ~ f '1 ~ y,st I E r ° ` i~ CROSSWALK ~ !t ~ AREA ! ' ti V - ~
~ ~ ~ PARKf NG AREA ~ ~ THE CITY OF RALEIGH ~ , ~ > ,~ea.s ~ ~ ~f ~ , ROVVI~ ~'0 TIC ,z3z~ TRAIL PIPING
MAY NEED TO ACOUPRE / t ` ?3I f i i r ~ ~ ~ j ~ ~ ~ - i J i ~ ~ ~S~Z~~,
ADDITIONAL EASE NTS ` ~9s.a'- ' ~ r, / r~, ~ 1, ~ ~ / BOARDWALK
TO FILL IN THE APS ~ t ~t~'y`: / r i
BETWEEN GR r WAY I I' '1 ~k i.:, f t j t ~ , ~ R. \ ~ ! i - yea - EXIST TOPO x~ , ~ NOTE: ;
LOCATIONS' i . E ~ ' ~ ~ ~ SE ALL ~TUaBE 2°D PROPOSED TOPO
_ o ~ ~ ~ ~b ~ / r ~ % AREAS WI SP~CIF ED
' ~ ~ ~ ~ A f /f ,~lr, % f! I G OUND OVERT MI TURE ~ x259. SPOT ELEV. r~
% / y ~ i 1. r l l 1 INS~'ALL 4 (iT. FENCE PARKING ; / S E DET ~ ~
~J / ~ ~ ~,~~jr ~j / ~ / / r r ~ o ~~~~i i AL~NG TRAIL 1' OF€ E.P, t AREA ~ t / t. ~ 1 dss ~ ~ iz+oo STATIONING j I; / r l TH S SECTIO~J BETWEEN ,
i fix, ~ 9 ; / ~ ~ i ~ 72+30 AN i 1,,, , ~l ~ sTA. ( D 83+20. ~ r / / / ~ Pc = ~3+os.~s P INT F V
+ - .I ` ' ~ ` Il l i' - ~ ~ ; ~ \ ~ ~ , / - 0 0 CUR ATURE / , ; S DETAiI. ~ i/, ~ ,
~ l , ~ ~ i i ' t ,1 l / f~~ ; ~I 5 1 / I - f / ~ - , , ; i / ~ ~ PT - 12+54.15 r, ; , ; ~ osz , ~ POINT OF TANGENT
<J r/ ~ t ' ~ 1 ~ ~ / ~ ~ r / r / ~ ~ r
i El ~ I t ~ ! - r 1, ~ F ; ~SF~SF SILT FENCE
~ / ~ % ~ ~ r, ~ NOTE: ~
~ ~ ~ ~ / ~ r a ~ ~ i ~ CERTAIN OF MAY i ~ ' REQUIRE G TAL ET IN ~
IN6TALL SP~IAL TRAI j' ~ r ~ WALLS ALON6~UP SI E ~
_-i ~ ~ ' / l f°' ~ ~ ~ I' l ? ~ 3 ~ + t ~ D~SIGN THI SECTION $OIL STABILIZATI N. ~ ~ ~ ~ ~ , ~ ,
PARKING , , ~ / , ~ ~t , ~ ( B TWEEN ST . 71+75 ~1D APPROXIMATELY 400 L OF 12' T
AREA ; ~ ~ ~ t> j / 1 ' i, ~ ~ t I r I'f' ` ~ 1 ' ' ' ~ S ~A. 83+20. ~ J' 15' HIGH WALL MAY RE UI D. ~ ~ 0 ~ f / ~ ~ ~ SE`E DETAIL ~ 1 ~ r
~ ~ i , PARKI~G 1 l , r , r~ t r'' 2 REQUIREMENTS MAY ARYAN f
' ~ 'lt'd ~ i A R ~,A j , ' j ? ~ ; l ~ o3s o3s i MUST BE FIEL V D BY SOILS ~ / ' ~ ~ ~ ~ NEER. ~ ~ /
i ~ + ~ ~ d i ' ~.i % ' '
~ _ `il;' fit,,; 198.9 ~ ~ ~ ~ ~ / 1 j
~ { ~ I PARKING ff "
l ; r. l ~ A ~ / f,r/ t AREA , I ~ r ~ I rr j I ~ i
' ' ~ ' j EXIST. EE l ~ ~ ~ ~ i -EXIST. EENWAY i , ~ PARKING z ~ ~ ~ ~ ~ ,r / AREA ~ / ~
~~f f~ ~ ~ f' ~ I J f I i f 1~ ~ r l 9.44A / ' i ~ r J I
~I i ~ ,lf~, x~9a~ l t 1 `1 ~ r PARKING r" r r
r ~ ~ rtt I ~ ~ t ~ t. z t ~ 4 t ~ AREA DRAI A ~JUSTMEN ~ I I 00 / ' /
_ tf ~ r ~ ~ f~l I i 197.5 'l ' ~t/~~x ~f i 62 ~ ,~Al~ G TRAIL SHALL ~ f r / ~ ~ E IRED AT VARIO ~ 3~ ~i
' ~ l l~(t ~ if NO l ~ ~ / - , f1~,j t ~ NO f J 0 TS FOR STOR
PaRKiNC ~ , ~ ~ ~ , / ~ ~ R Is F „0 / , l R IS R~JC ~ ~ TER RU FR f ~ I i / ~ i
/ , INCA AREA ~ , , S 0 INCA ALON f R NG AREA. S TAIL ~ a S 0 z3~.3 / AIL \ ~
/ I i ; l ~ ' j S S +00 AND ~ ~ ~ 3 i I ~ AND SHEETS L13, ~
i / / ~ ~ TA. 8 ~ ~ /
r ti, ~ ~ ~ PR TELY 4 ~ / ~ t~ ~ ~ ~ / ~ l
1 ~ / ; , y ~ ~ FEE \ ! i % FEE ~1 A~ ~ ~ / / f , , R ~E BL I ~ i i i` I N~.
IND DON 17,~.1~~ ~ / ~ t 1 t
J / A ~ ~ /
_ I ~ 'r' ' / ,1 ' , 198.9 i, l/ 1 / i PARklfv~ - , i \ \ ~ i i - ~
t ~ 1~ t, ~ i~ ~ ~ ~ ~ ~ PARKING ~ AREA m ~ ~ ~ ~ ~ r ~ PAR ~ ~ Ik1N G ~ /
/ ~ ~e `i O AREA ~~A
~ i f ~ ` SEE SHEETYyI ;1 , j ~ ~ ~ /j ~ SEE SHEET 0 S L13 & L14 ! ~ ;
~ ~ I ~ ~ FOR ENLARGE FOR ENLARG NT OF THIS !I ~ _
r' ~ i / ~ ~ LOCATION FC p ~ ` ' 'C . LOCATION FOR RE ~ ~ ~ /
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED IESIGNATED SEE SPECS. . ~ ) DESIGNED aA CAPITAL AREA WAY SYSTEM
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUC~ CONSTRUCTED TO EXISTING
GRADES, 4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. DRAWN NC RALEIGH, Nt~tTH CAROIJNA
CHECKED Glq
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=50' SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS HAYES, SEAY, MATTERN & MATTERN INC ' 1 "=50' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

i-
F WAY ' `'1 ~ NOTE: . • • 1 - ~ .
15" HDPE. PLACE.-TN' EXIST. 15" HDPE. PLACE~IN_.EXIST,- `~°T ~ ~ ~ - -P-- SWALE I.Q6ATI~N SNJ~LE-.1,OC-A°I~ION _ ~ POS IBLE CONSTRUCTION ACCESS ~ ~
INSTALL TRAIL DESIGN W/ \ ~o ~'ti, ~ AY BE OBTAINED ALONG EXIST. f ~ • ~ ~ ~ EI4rE~ EASEMENT FOR THIS ,..-t O O d q
~-EXTRA- ST9NE---Tk1I r=' ` ~ ~ ~ SECTION BETWEEN STA. ~ ` ~TI~9N OF THE TRAIL. j!. s,i A
y,.~- 64+10 AND STA. 72+30. ~ _ O„ a ~ NT&ACTOR SHALL BE ± .
o SEE DETAIL STATION 6 BEGIN z ALTERNATE TRAIL ~ E~SRON~ LE FOR ALL DAMAGE TO r... ~ r
Des W ~ \ ~ XIS. EWER ~.E-A'S NT. -Y' % ~ ~
AY ~
„r.--- THE CITY OF RA I~H ~ , ~ f, ; ~ 1 ~ ~f ; ~ MAY NEED TO (~U ~ f/
dt'` r' x ADDITIONAL T~ ~R ~ r ~E`
t o ~3 8 + ,,f EXIST. GR V XIST. GR WAY THIS SECTIO OF H1` % /,~r f''.~'` j, ~
l -'N`~" x 192.2 TRAIL, ~ ° ~ ` ,Af o f, ~
l
/ / / / / / / / / Am SE~[/~ SHEET 64,FOR / ~ j~
O ~ 'v I' ~ r ~ t ~ PCAN,.& R~IIEr,,~ THIS ,
~ BENCH LOCATION / , LO P,TI~I. LIR" . RE ' . j -N r ~ ~ 1 x ~ ,
mgt s + ~ 9~.a x ~ s / ' ' ~ ~ . \v'` -SEE DETAI ~ t~E~A° , ~ ~ / A ~
~ iii ~;,r• . a / f t
-ti f
fry ~ ~ / ~ ~ .~%,rf~ / l i i ~ - ~i'`'`,~` 1''P TURN THE TRAIL SHARPLY l i ~ ~ ~ KEY MAP
1 ~ i - ~ ~ , ~ Alm G1~ADU~L-LY INCREASE / NO SCALE
.r'' / e~ - ` ~ ~ THE GRADE UP E r ~ ~ 1
~ - / ~ ~ i ~ ~ HILLSIDE. ~ ~ t ~ ~ / \ ' t r
~ I ~
19 t ~ f ~ f ! /f
r' f'~ , f . E t f ~ , ~ / `i
l ~ ~/x • PARKING AREA
- , ~ ~ ~ OR ® EXIST SS MANHOLE / /
% CLEAR AND REMOVE DEBRIS ~ = \ EXIST. GREENWAY A / ~ PROTECT LARGE AMERI N ~ ~ , , ~ ~ ~ TRAIL DGE
~ `j' FROM EXISTING,CKANNIELS - > H TREE IN THIS i ~ E ~ ` O I TE LOCATION. E ` r`'
! : 1 FOR POSITIVE/DRAINAGE. .-,x,.70 . f t ~ ~ ~ TR L BE P cED ~ r ! TRAIL CENTERLINE
,,r 232] \ rll ON UP E
,r' ~ , I ~ ~ ' r .r f ~ TRAIL SHOULDER ' ~ ~ X E
~f l r r j j r O 1. /l~ PHA T
% -eow~.~ ~ % ~ t . . ~ ~ '~PON~. j o , ~ , , TRAIL AS L ,1 ( t ~ J
s ~ ARTMEI~T OF ~ORRECTIO~IS DP \ ~ l r~ ` ( 1 i ~ / HIE , ~ P KING ~ ~ CROSSWALK
x 196.6 97.9 f ~w ~ ~ 1 \ ~ j 3 I 1 r' i 81 AREA j s ~ i
r ~ x 198.6 ~ r~ 1 I N.9fiE. , AREA ti PARKING R ~ UV P ~ T ~ ~ ~ ~ z3~, i , ~ -TRAIL PIPING
THE CITY OF RALEIGH r--~ ~ ~ I r ~ ,r , rr ~ ~ 1 rr j
TO AC UY~E ~ ? 1 MAY NEED Q ' ~ i 198.4 ~ ~ , ~ ~ BOARD AL ,1 ~ ~ ~
ADDITIONAL EASEt~kENTS IN THE SAPS ~j.i \ % j , ~ t ~ f ~ ~ ~
TO FILL ~ ~ ~ ~ f BETWEEN GRE,F~dWAY r yr \ ? ~ J ; , ~ ' ;,7; ~ , ~ _ gee _ EXIST TOPO li \ \ ! ~ }f~J ~ f t I ND li +
LOCATIOI~'f. l ~ ''j ~~~',r rr ~ ~=r ~ !r'~ ~ ~ r T P 1l r f , ~ SE ALL ~TUR`BE PROPOSED O O
f t ~ ~.E i ~ j~ 1 t ~ ~ t r ~ ~ ,r, ~ ~ ~ AR AS WI SPECIE ED
~ r I~ ,;~;;r ~ fi , ; ~ E G OUND VERirMI URE xz59.~ SPOT ELEV.
~ ~ ' l t~'r INS~ALL 4 HT. FENCE PARKING f S, E SET > ~
iE ~ / ~ l:: t iE l ~ AL NG TRAIL 1 OFF E,P. AREA , ( ~,z+oo STATIONING l: ~ ~ s
i x~~,9 j 1 ~i ~ ; r I TH S SECTI~I BETWEEN ~
/ ~ ~ i~ x~ao 4 _ ! , I ~ ~ r STA. 72+30 LAND g3+20. / % f PC = 13+06.19 POINT OF CURVATURE TAL' ~ 1 ' ~ , S DE I
/ ~ ~ r 5 , 1 !l ~ ;~s ~ ~ ~ 1 ~ l ~ Pr = i~+5a.is pQINT OF TANGENT
~ ~ ,I~ , ~ D32 i l ~ r .t+ta?f ~ i ~ lu ~ ' ~ r -
' ~ ~ ~ ~~i i l ~ ~ / ~ SF-SF- SILT FENCE
t ~ IN STAL ~ BOARDWA K _ ,f '
~ i ~ ~ t r t 1 ` ~ K R P NOTE. ~ ~ , ~ ~ ~ ~ ~ AROUN ROC OU C 0 CERTAIN TS OF MAY ~ ~ t r
~11i, t ~ ~ a it ~ THIS S CTION BETWEEN REWIRE TAL ET I a 0~ STA. 7 30 AND 7+00. ~ ;
j r i~ ! WALLS ALON6~UP SI E ~ f ' i ' ~ SOIL ~TABILIZATI ~ ~
eft .i PARKING ; , , ~ ~ t 1L ~ ~ ~ , F APPROXIMATELY OF 12 TQ/ ~ ,
j AREA ' ~ ' lI' r ~ 1 ` ,11 0l ~ ~ I' U~ I ~ i 11 0(~' ~ 15 HIGH WALL MAY REQUI D. ~ i
~ lI PARKING ~ r'~ ~ I / / f ~ ~ REQUIREMENTS MAY ARY ~N
~ r 1; ~ 1 MUST BE FIEL QED BY SOILS ~ r` f ~ ,
+ / AREA I r lri, ~ I ' ' j t ' NEER. .r ' r ~ ~ ! i ~ ~ ~ `
1; ~ ~ ~ f ~ i r' / t ~ ~ ~ t r , r
eyes ~ i ~ ~ ~ 1 / ~>>l ~ l r F i ( r t ~ % t 1 1 PARKING = ~ - ~ r
r I / ~ ~,f f I , AREA , f i,
j r ~ PAR K I N ~
1 EXIST. 1. 1 1s EXIST. EENWAY ~ ~ , ~ r I ! AREA ~ - r' % 1, ~ / ~ f
~ 1.,, l / 9.44A .1 ~ 1 1 f
r r i ! PARKING r` ~ 1
xisa.~ ~ / ~ ~ ( ,.1 ° j ` ~ AREA R I A ,415JUSTMEN f r° / ~ ~ 2,,(? ~
` f ~ ° ~ t ~/j,~, ti ~ j' I ~ ~ ~ ~ * 197.5 ~ ~ i' ~ iA ~ TRAIL SHALL ~ ~ ~ t 62 ~ ~ .f ~ , / ~ l
~ 1 I = i~ z° i t y r / ii,/~ f / ~ 1' I , ~ E IRED AT VARIO 'f ~ T FOR TOR ~ 0 S S ~ ,
~ ~ i~' l{ t li ~ ~ ' ` c t,~ ~ I="J~z ~ 1~`_ TAL ~ FR ~ f - TA L SP~CIAk IL TER RUN01'FF /
PARKING ~ ~ x 1~~8.4 r ; I a ! ~ f ~t t t ` ~ i ~ 1 ~ r ri, ~ t D N R NG AREA. S ~ ~ D N S SECTI 4~ '
AREA \ r , l r; T E / t J ' 3x AIL ~ , T E S ,1+7 All f t 3~. f
+2 . ~ ~ , AND SHEETS L13, ~ f ` 1
r t "'C.. E ! i 1 p
~ ( J t ~ 1 ~ , ' /
~ i 1/`t
IND DON 1715.18 i ' ` " i` ~ ~ \ \ , / ~ ~ ~ ~ ~ ~ / ~ ' 1 \ , ~f l ~ ' I
r, r ~ ~ x ' ~ i.r~ j ~ ~ ~ / / - - /
,ea.~ PARKING . ~ i .r~, it ~ C , \ ~ ~ ~
AREA - ! ; r / r PARKING 1 ~ "j ~ ~ PAR N G ` ~ ~ /
AREA ~ r o I ~ 1 SEE SHEET SEE SHEET` 0'S L13 & L14 ~ ~ /~i' i
S ~ O , ~ FOR ENLAR FOR ENLARG NT OF THIS ~ ~ ~ , 1 ~
/ ~ ~ ~ \ / ~ ~ ~ LacnTloN FOR RE ~ LOCATION / /
t f { r
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALl_ STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATE[ DESIGNATED (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM
3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. DESIGNED GLA
/ 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRI BE CONSTRUCTED TO EXISTING
DRAWN NC ~ N0~
R ATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES. 4. TOPOGRAPHIC &GREENWAY INFO M /
CHECKED GSA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=50' HAYES SEAY MATTERN & MATTERN,INC SCALE COMM. ~ ' 1 "=50~ N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

2oa---
a~~
{
199.0 ~ " 195.7 ~ ~ , ~ ,
/ ~ ~ j
200.2 , j / zo<3, / / ; ~ % \
" 200.5
\ o ~
zoos , ~ ~
2 ~ ~ ~
x 200.5 / L 1,
x 196.8
NOTE;
CERTAIN SEGMENTS OF TRAIL MAY REQUIRE SEGMENTAL RETAINING ~ ~ ~ ~
. WALLS ALONG UPHILL SIDE FOR SOIL 199.7 ~ ~ ~ ~ KEY MAP
STABILIZATION. APPROXIMATELY j, ~ j NO SCALE
400 L.F. OF 12' TO 15' HIGH WALL
x 201.1 MAY BE REQUIRED. REQUIREMENTS 200.2
MAY VARY AND MUST BE FIELD ,9s.7 NEW TRAIL TO GO ALONG VERIFIED BY SOILS ENGINEER. LEGEND
CORNER OF PARKING LOT. )T.
BOLLARDS ALONG
PARKING LOT OF CROWN ;ROwr~ ~Lo~ ~ ~ i ~ 3ffi OR • EXIST SS MANHOLE
INSTALL 4 HT. FENCE PONTIAC. / ~ ~~j ~ ~ TRAIL EDGE
ALONG TRAIL 1' OFF E.P. THIS SECTION BETWEEN
STA. 72+35 AND STA. ~ 203.7 X x/ \ / j/ % / / TRAIL CENTERLINE
' 197,8 83+20 SEE DETAIL F PAVEMENT NEW EDGE 0 / yr % z"~~ / TRNL SHOULDER
FOR PARKING LOT AT i
CROWN PONTIAC ,ys.z / ` / / ~ ~ TRAIL ASPHALT
/ ~ / ~ CROSSWALK
x 196.7 ' 1 ~~5.80 i ~
~ X / TRAIL PIPING
TRAIL ADJUSTMENTS TO
f. TIE BACK IN WITH s EXISTING DESIGN. / / / ~ ~ BOARDWALK
/ / ~ ~ - ~ - EXIST TOPO
199.2 x / ,~e~ / / / ~ seo
i / ~ ~ / / ~ ~ \ PROPOSED TOPO
V / > / i i
2oo.a 197.2 x / j i j i T / ~ x~59.~ SPOT ELEV.
198 7 /j j ~ / i ~ ~z+oo STATIONING
j i~ j ~ ~ , ~ PC = 13+06.19 POINT OF CURVATURE
V 199.1 ' „ 194.4
~Q' / ~ ~ ~ ~o~ \ ~ PT - iz+sa.,s POINT OF TANGENT
O
\ / / C2~ ~ \ ~ SF-SF- SILT FENCE
za„a . tl ~ I ~
20 I
i / o~ •zo:s~
I i
I ~ ~ , 1
25~~ ~js \ \ ~ ~ ~ ,ss
~ x 203.0 205.3 ~ x 197.6 1.6
~ I 1 / \ ~ z4 0
\ O l
' 1
~ x204.8 \ / \
i ~ ~ .203.7
x204.2 ~ j . aoi.o
2500 ~ ~ ,
~ V I \
240 . lass / ~ a \ ~ /
% 203.8 1
.197.0 -moo ul :i ~ ~:=f
~ 4.6 ~
,99, .
203.0
193.3 195.9 /ss ~ .,9s, i
N
REVISION DATE DESCRIPTION BY APP
DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CRABTREE CREEK TRAIL DRAWN NC Rq~pq{, Np(8?{ CARpUMA
CHECKED GLA
SITE APPROVED JLM
PLAN SUBMITTED J~
50' 25' 0 50' 100
°=so• HAYES, SEAY, MATTERN & MATTERN,INC SCALE COMM.
ARCHITECTS - ENGINEERS - PLANNERS ~~=50~ N0. 7522
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, ises SHEEP L7

~ - WAY \ 15 HDPE. PLACE kN' E-XIST. t HDPE. PLACE IN_..~XIST.- - F-- ~ ~,g N -o, r, . ~ \ OTE: . .
SWALE EO~ATI~N ~ ~ SWRLC -LOG~fiION \ OS IBLE CONSTRUCTION ACCESS '
INSTALL TRAIL DESIGN W ~ ~ ~ e ~ AY BE OBTAINED ALONG EXIST. ~ ~ f
_ ~ ~ ~ ~ -EXTRA- ST9WE--TkII~ ~ ~'o SECTION BETWEEN STA. ~ ~ ~ ~ EWEl3. EASEMENT FOR THIS y~ .r O o M ~ \ ~GTI9N OF THE TRAIL. / P-
_ - ~ , 64+10 AND STA. 72+30. ' - NTR~tCTOR SHALL BE i z
~ SEE DETAIL SZKfION 6 BEGIN x 1 2 jALTERNATE TRAIL ~ \ - E~RON~ LE FOR ALL DAMAGE TO ~ ` ~ A
Des W ~ ,tt / qY \ ~ X-I~-T. EY~IER,EASEM~NT. i _ / _ i

~ ~ ~ i THE CITY OF RA I H ~ r;; ~ MAY NEED TO ~ fJ~;f, - w -
w ~ i ADDITIONAL TS ~F0T2
j ~ 193.8 f EX EXIST. GR WAY ~ THIS SECTIO ~F H~ ,j ~
N N `"a ' 192.2 ~...i / 1 ~ TRAIL. r
/ ~ ~ / ~ f; ~ ~ ~ r
1' t ~ A SE SHEET 6 4 FOR ~ ~ ~ ~ ~ Gam,
1 i ( ~ 1 , PCAN,_Sc RSIFILF, THIS ~ , f _ ~ N
s,,. ' ~ ~ _ BENCH LOCATION ~ ' ' ' ~ ~ ' ' ' ~ LO ATIBbI- AR' RE ; ` ~
- . ~ ~ -SEE DETAI ' ~ ~ E~ ~ y2+3A
r'r' \ / ~ ~ ~
_
l// \ ~ TURN THE TRAIL SHARPLY KEY MAP
y w ~ x 1~J3.96 / ~ r A~Nfr ORADU#LY INCREASE i'.
r--' r` \ / ; ~ i NO SCALE ti y THE GRADE UP CIE ~ s
A~-- f ~ ~ - ~ HILLSIDE.
~ ~ / ~ ~ r ~ ~ 1
t_ l
~ f i r ?f/ f \ l ~ ' ,ij/ ~ . r PARKING AREA j
.t-~ ~ _ y 1` ~ 1 ; k ~ ~ ~ . , . ~ OR EXIST SS MANHOLE ' r ~ tax z
J...-~ Pam„ ~ J~ ; ` CLEAR AND REMOVE DEBRIS EXIST, GREENWAY ~ = ~ A ~ \ - r PROTECT LARGE AMERI N \ ~ E,
- ~ FROM EXISTING,Ct~CNN~S - ~ ~ r ,f E H TREE IN THIS ~ TRAIL EDGE
~ ? f FOR POSITIVE'QRAINAGE. ~ 19e ° ~ \ ~ 0 IM~TE LOCATION. ~ ~ I ~ j" TR Lt BE P CED ~ TRAIL CENTERLINE
% ~ 198.2 f 1~ \ t _1-_~ 1 ~ x ~
% f - / i ~ x ~ ~ TRAIL SHOULDER
/ / ~ . N, v f r
- D PARTMEIvT ~r ~ ~ _ ~ _ . _ TRAIL ASPHALT / ~ ~
r ~ ~ - - ''w x 198.6 97.9 ` 1 f P KING ; ;
l~ = 198.6 ~ ~ \ ~V ~ ~ ~ ~ ~ ~ CROSSWALK 1 ~~+4 ~<<` ~~t a, 4 AREA ~ ~ 1 / - i t ~ ~ '
.r' f ~ ~ `~ii PARKING AREA I ~ ~ ,=t~t~ R W P `~1T1~' ~ I~ ~ ~ 23z ~ TRAIL PIPING
THE CITY OF RALEIGhI ~ - xlsa.s 1 ~ ~ ~ ~ ~ i MAY NEED TO ACQUY~E ~ ~ ~ +j +i ~i'1 1 ~1 \ ~ ~ ~ ~ ~ ' 1 1 / ~ ~ Jr~ ~ _ I ~ 1 M , IS~~
ADDITIONAL EASEI~fNTS 1sa.a`'F t - ~ , ' ~ ~ BOARDWALK ~ ~ ~ ~ r ,
TO FILL IN THE GAPS ; ! r ~~,~'`I ,'`I / t ~ , i ~ ~ x-19
BETWEEN GREE-h1WAY ~ ~ ~ ~ ' t A ; ~ 1 1 ~ ~ ~ ~ ~ \ ~ i - gee - EXIST TOPO
% ~ f~% LOGATION~ ~ ~ ~ j ~ 1~ . ~ NOTE: l
f j 1 ';II ~ ~ sE ~ ALL sTUaBE ' PROPOSED TOPO ~ i; ~ ~ ~ ~ ~ AREAS WI SPECIE ED
j / a \ - 1 ff -J r 1;'~'I i ~-,``f 1 r i' _ Q ,J. ; GRtOUND OVER MIXITURE xz5,.r SPOT ELEV.
~r ( r i ~ / IN ALL 4 T. FENCE ~ PARKING a, SSE DET ~ 6'
~ _ ~ ~ l~r~ ~ - r'158.9 t' i~lrl~~ O ~ ~ AREA ~ ~ i f AL G TRAIL 1 OFF E.P. ~ ~ , ' ~ ~ 12+0o T , ~ d29 ~ STA ZONING o ~ TH S TW ~
~ 1 i SECTI BE EEN ~~r!'~% ST .72+30 AND 83+20. ~ / ,
rr~/ ~ r ~ ~ ~ ~ ' F f PC = 13+06.19 ' ,,rr,, - ~ ~ POINT OF CURVATURE S DETAIL ~ ~ , ~ , 1t, i i~ f ~ ~ ~ i~ ,
W S. ~ ! ~ t I s5 i , t t ; l ~ ~ 1 ;1 ~ ' ~ l ~ PT = 12+54.15 ~ ~ , ~ !)32 ; r ~ POINT OF TANGENT
~ ~ r ~ l j ~l / / ~ , f1 ~ i
I// ~ Il~ _ ~ i I ~ F F ITFN / S -S S L E CE
~ I r , i / . INSTAL' BOARDWA K i 1 z ;f ~ AROUN ROCK OU .CROP NOTE. ~
t i ~ f ,l y - tl ~ ~ 1' i Jf ~ - _ I r l ~ ~ ~ ~ ~ ! CERTAIN TS OF- MAY J/ ~ k ~ r~(~~ THIS SECTION BETWEEN RE UIRE S~EG TAL~ET IN ~ ~ /
\ ~ ~ l i 1 E~ f Q 1 i1 ! ; STA. 75+30 AND i7+00. ~ ! i WALLS ALONG' UP SI E /
` ~ S i ~ ~ '~i f - /J 7 ~ I SOIL STABILIZATI 'N.
~ j~'rf / ~ ~(j 1. ~ PARKING ~ r 1 . ; ~`/,~1 ~ ~ ~ ~ APPROXIMATELY ~00 L~ OF 12 Tg/ , ` , I 1`
AREA ~ ~ ,r 1 It ( ) f f . t ~ ~ ~ O r / ~ ~ ' i 15' HIGH WALL MAY RE UI D. ~ ~
. i ~(l ! 1 i~j? J ' i ,(j,' 1 „ ~ / r ~ t REQUIREMENTS MAY ARYAN V /
PARKIN , it ~ C ,r~ ~ , i~ , AREA ''l ~ ~ ' ~ i _ ; ' ~ ~ ~ MUST BE FIELf~ ~D BY SOILS /
r ° I ,t r ~l / ~ r ~ ~ NEER. ~ ~ ~
r r=~ I f~ x 198.9 j ~ ~ ~ f ~ f~ ~11 ~ ! i~ f~ I, r~ I fr .f r ~ i'r
i~ r ~ I. r f l' f i rjt j; r 't` ` i, ; ; t 1r~rr ~ PARKING ~ i~ . l
flit F j1,'~ 1'~l rf f~ ~ AREA ~ ~ t / / ~
~ 'j ~ r i r j, j `'r. r ~ ~ PARKING r ~ -
~.'t. i /'ft~~ 1 EXIST. EENWAY . ; ~ % ~ ! ; ' ~ ~ i I f AREA ~
1 ~ ~i r 44A 9 ~ ~ t l i Ji / f,,' I
x198.7 rr r`~( 1 ! i PARKING ~ ,
~ ~ f` . t ff 2 00 AREA; DR~I A ~t6JUSTMEN ~
r' r ~ `,i r ;1,11'! , ~ ~ ;AL6 TRAIL SHALL . ~ 62 1 , r I E ~ ~ ~ r ~r ~ i ~ ~ j ~E IRED AT VARIO ,
'r yr ~ ,f ; 1 r i l~ ~ ~ ' ~ ~ l 0 TS FOR STOR 2
i ~ ~ t PARKING ~ ~ / 198.4 / ~ ~ R R FR TA'EL SP~CIA~ IL TE
l ~ ~ ~ , , AR A > ; , f, , E ~ tr i` 'j; ' ~ R NG AREA. S D N S S~CTI 4
ih ! ~ ~ ~ S ~+7 P11R73• ~ AIL '
~ _ f / ~ Jl AND SHEETS L13 / ~ _ ~
% ,1 / ~ 1 % ~ \ / t1
1 ~ ~ D / ~ ` I \ ~ _ ~ f 1 t ~
~ I N D D 0 ~I 1715.1 ~ ~ , ~ ,r ~ I `'erg j J f I:
~ ~ r;
198.9 _ i ~l ~ 2 A i r r
PARKING -..''_A ° ~ ~ , ~ ~ r ~ ~ PARK~(NG / ~ ~
~ ~ ~r ~ ~ I i ~ r O AREA ~ r ~ t O . ~ r' , / o ; ~,R~A , ~ ! i
~ SEE SHEET 0'S L13 & L14 ~/~i` ' ~ , j y O
~ ~ , ~ r/ FOR ENLARG NT OF THIS ~ ' ~ ~ ~ ~ r ~ / ,
r f ;r Y ~ J i, ~ / LOCATION FOR RE \ r 'C i ~ ~ ~ r ~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN [ OUT WHEN DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED CAPITAL AREA GREENWAY SYSTEM GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE 7C. WILL BE CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. / DRAWN NC NORTH
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GlA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED 50' 25' 0 50' 100'
1 "=50' HAYES SEAY MATTERN &MATTERN INC SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1"=50' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

G

x2 1.0 / / /
x / TLANDS x / 199.2 / 93.6 \ /
/ x / I TALL BOA WALK 15 DPE P~ A i / ST. AL CATI / INSTA STANDAR TAIL i
2ot.s ESIG BOARDWA /ASP N W/ AILING ~RDWA /ASPHAL DES IN ALL ' \ ~ CA •
THIS TRAIL T ANSITIOP SE ON B (135 E SEE TAIL JL T ANSITION / TIONS \ ~ U ESS 0TH IS NOT
STA 5 +40 AND A 7 TAIL 3 ' E • o ~ ~ ki~PE~L E IN EE DETAIL
N 5 8+ -SEE TAIL u R THIS S ION D IST~WA LOCATIO \ \ Des ~ ~
/ BOAR 4 7 p DWA USE EI H U27 / °
~ PILES 0 ALT: F-1 R X27 X27 X27
ALT: 2
/ ~ .23A \ x 194.4 ,
/
01.1 / / 2500 BOARD LK/ASPH / ;ate .
/ TRAI / ( RANSITIO - \ ~vf.
SE DETAI 9687 L
/ / / 27 K TURN- OU - - - - -
/ / U K TUR -AROUND ~ / SEE DET \ _ _ _ - - ro
/ ~ - - / EE D AIL 5 ~ / n9 2 5 x D26
• / D2 x \ ) ~ - 19
/ 195.7 p - ~ 11
/ / 203.7 1 ~ ~ ~
/ ~ / / / /
x II j ~ /99.8 / KEY MAP
60 NO SCAL
/ / i E
/ \ / ~ -
/ INS LL TRAIL / / / ~ SIGN W/ / -
E RA STON ASE THIS / ECTION B EN STA / / - - g
~T C 51+2 - 0 A STA 53 0 - 20 ~ / ~ BO RD - SST DARD i CLEAR A REMOVE ~ x 4.3 /
~ S „ / ANDARD / EE D AIL / _ c BO RDS 4' .C. DEBRIS ROM EXIS x ~sa.s / . - SE T IL CHA LS FOR x 195.7 / ~ OR m EXIST SS
/ / LARDS ® 0.. ~ . - - - ~ i MANHOLE s PO VE DRAI GE. /
/ SE DE / - 25p / Ji ~ - - - S D ALL DI REED REED ~ - ' ~ TRAIL EDGE
/ / / ~ / ~ ~ / / - o - EAS W / / PEC IED - ~ i ~ ~ PEC IED / / /
741 ~ ~ / / _ ~ ~ GROUND VER MI E - R MI E TRAIL CENTERLINE
' / ~ / ~ SEE ETAIL - / , L ~
15 HDP PLACE IN XIST. LE EM 2s / / / TRAIL SHOULDE R ss
SWALE OCATION. DE M T. / TRAIL ASPHALT
i ' C S,F6 OSI ~ / / f G. / _ ~ - ~ / CRO
/ ~ SSWALK
/ ' / x ~ / a. / 8 i - / / NO E CITY F RALEIG ~
(554 / ' ~ TRAIL PIPING N T ACQUIRE
x 200.6 / ~ ' 193.6 / ~ ~ DDI ONA A~EMENT TO ~ x's3.6 ~ FILL I GAPS B BOARDWALK
' / / / ~ EN x ~ ~ - GREEN Y LOCATI S. - .~4
/ / PARKI / _ .yea _ EXIST TOPO
/ / ~ oz. AR / / PAR G
/ / / EA P / / ROPOSED TOPO
/ / ~ / / x isa.7
J / / / i / x2s9.~ SPOT ELEV.
/ / x zoo. ~ --H--- / ,2+0o STATIONING
~ / / / /
/ ~ / / / / / / PC=13 / o ±os.19 POINT OF CURVAT o / URE
3.1 ~ ~ ~ 5A / i STAT OF OLIN ~
/ ~ 2.56A / 2 PT~15 POINT OF .9 ~ TANGENT x
/ \ / _ SF-SF- SILT FENCE
5 ~ ~ 2500
INST L S AND AIL ~ 297 tss.4 x / p 99.4 ~
D / GN IN L k OCATION / LESS 0 s~
WISE NO / / SEE DETA ~ / PA ING i
~ / / / x / 2 .5 EA ~
26 / / i / / / ~ / / /
/ x202.4 PAR NG ~ / / /
/ / EA / ~ / / /
~ / ~ / x / / ~ / PA 2o1s zo3.7 ~ , ~ i A ~ RKI - ~ x ~ ~
i
° / ~ / A A ~ ~ / / EXI GREENWA ~ /
/ / P KI
~ c0 ~ ~ 15 2o2.z ~ / / ~ x zo3.e ARE
~ / 3.8 / ~ ~ ~ IY RA GH x 199.5
/ice ~ 124 / .4 x / /
i ''i ___.1 6~
x 9[11 C
/ ~ ~ \ ~ / \ /
i
' E TR ~ GE S 20,.9 D x
D4 (0.75A) PARKING ,200 '5A)
i AREA
x 2 .6 PA ~nyl G ~J ~IG
/ 2- , ~ AREA .A x zoo.z '
~ ~ 108 P 3065 a ~ / ING x200 P 2 P ARKI ~
~ 9 KING / AREA U ( x 205.3
AREA A A z \ i
o \ i PARKING
o ~ o PARKING N / AREA x zoos
AREA ti
PARKING
126 A REA
c., 1. CONTRACTOR TO VERIFY ACTUAL W ETLAND BOUNDARY IN THE FIELD PRI
OR TO CONSTRUCTION OF g. m BOARDWALK. WETLAND LOCATION WIL ALL STORM PIPING SHALL BE HDP L DETERMINE BOARDWALKS STARTING E UNLESS OTHERWISE NOTED.
/STOPPING LOCATION.
2. ALL DISTURBED AREAS TO BE 9. ON ALL STORM PIPING BURY I 0 OVERSEEDED WITH APPROVED MIX. ~ NVERTS AS NEEDED.
3. WETLAND LOCATION DELINEATION B 10. CMP PIPING SHALL HAVE ASPHAL 3 / Y S&EC DAT T COATING IN
ED 9/98. SIDE AND OUT WHEN DESIGNA TED (SEE SPECS. SEE SPECS.). REVISION DATE
° 4. TOPOGRAPHIC 11. ALL PROPOSED CONCRETE DESCRIPTION BY APP
& GREENWAY INFORMATION PROVID WALKWAYS, ASPHALT TRAILS ETC W ED BY THE CITY OF RALEIGH DAT .WILL BE CONSTRUCTED TO EXI ED 7/98. GRADES. S ED TO EXISTING DESIGNED GLA CAPITAL A
5. LOCATION OF PIPING FOR DITCHES I REA GREE NWAY SYST EM
S APPROXIMATE. CONTRACTOR SHAL a MATCH PIPI L FIELD VERIFY LOCATION & DRAWN NC
NG TO DITCH CENTERLINE. J RALEIGH, NORTH CAROLINA
a z 6. TOPOGRAPHIC INFORMATION CHECKED GLA
" PROVIDED BY WAKE COUNTY GIS AN D IS ONLY GENERAL, ALL LOCATIO AND FEATURES SHOULD BE FIELD V NS
ERIFIED. APPROVED JLM
7. SAVE ALL PROMINENT EXISTIN
w G TREES PLUS EXISTING TREES AS F 50' 25' 0 50' ~ SUBMITTED „ 100
RE UI LAGGED. IF JUDGMENT IS " Q RED, CONTACT DESIGNER FOR F IELD ADJUSTMENT. 1 =50
NAYES SE AY MATTE RN & MA TTERN INC. SCALE
FINAL DESIGN - ~ COMM. NOT RELEA ARCHITECTS - SED FOR CO ENGINEE - 1 50
NSTRUCTION RS PLANN N0. ERS 7522 RALEIGH, NORTH CAROLINA DA
TE AUGUST 19 SHEET 9s L5

~ \ N
CAPITAL AREA GREENWAY SYSTEM
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Prepared For: ~ Prepared By:
CAROLINA RALEIGH PARKS AND RECREATIO i 222 WEST HARGETT STRE ;REATION DEPARTMENT =o ~ HSMM
'T STREET, ROOM 608 1305 Navaho Drive, Suite 303
\ 9 P.O. Box 590 Raleigh, Norfh Carolina 27609 FIFTY YEARS
2" RALEIGH, NORTH C T~¢~ ~ ~ CITY OFF I t~oRS~~~s \ o ~P \G w ~RTH CAROLINA 27602 HSMM Commission Number: 7522
DATE: AUGUST, 1999
OFFICIALS
PAUL C. COBLE
G~aa MAYOR:
~9 r.
2072
DEMPSEY BENTON
01 CITY MANAGER:
tp ~ 29s
r~ ~ ~ ~I~
CA4pL \ \ JULIE SHEA GRAW ~~~~j~~
20 2 VICINITY MAP - RALEIGH, NORTH CAROLINA COUNCIL:
MORT CONGLETON
KIERNAN J. SHANAHAN
JOHN H. ODOM 2
JAMES WEST ~ ~Q.,,7
W. BE SON KIRKMAN /
MARK SCRUGGS
PARKS & RECREATION DIRECTO N IRECTOR: JACK DUNCAN
~r CAPITAL AREA GREENWAY PLAN r b PLANNER: VICTOR LEBSOCK KEY
G -GENERAL
L -LAYOUT
C - CIVIL
D - DETAILS
r ii I o
~ KW
SHEET INDEX
~ o
L1 COVER SHEET G1 PLAN & PROFILE - KIWANIS PARK C17
EXISTING CONDITIONS G2 PLAN & PROFILE - BIG BRANCH C18
~~!i o
EXISTING CONDITIONS G3 PLAN & PROFILE - AL SMITH BUICK C19
L2 ~ ~ 4 EXISTING CONDITIONS G4 PLAN & PROFILE -WAKE FOREST RD. C20
EXISTING CONDITIONS G5 PLAN & PROFILE - LONG BRANCH C21
~ ~ L3 SITE PLAN - (1"=50'~ L1 PLAN & PROFILE - INDUSTRIAL DRIVE C22
z L4 ~ SITE PLAN - (1 "=50') L2 PLAN & PROFILE - UNNAMED CREEK C23
SITE PLAN - (t"=50') L3 PLAN & PROFILE - CROWN PONTIAC C24
L5 L6 Capital SITE PLAN - (1"=50') L4 PLAN & PROFILE - NIC C25
SITE PLAN - (1"=50') LS TRAIL DETAILS D26
v ~ ~ ~ Area
SITE PLAN - (1 "=50') L6 BOARDWALK DETAILS- D27
~ i Greenway SITE PLAN - (1 "=50') L7 RALEIGH DETAILS D28
SITE PLAN - (1 "=50') L8 SOIL EROSION DETAILS D29
° SITE PLAN - (1 "=50') L9 FOOTING DETAILS (ALT: F-1 & F-2) D30
~s 0~ SITE PLAN - (t"=50') L10 FOOTING DETAILS (ALT: F-3) D31
SITE PLAN - (1"=50') L11 MISCELLANEOUS DETAILS D32
10 SCALE ENLARGEMENT -ATLANTIC AVE. U 2 OVERLOOK DETAILS D33
20 SCALE ENLARGEMENT -CROWN PONTIAC U3 ATLANTIC AVE. DETAILS D34
L10
20 SCALE ENLARGEMENT -CROWN PONTIAC L14 CLIFF DETAILS D35
i 10 SCALE ENLARGEMENT - YONKERS RD. L15 CROSS SECTIONS-CROWN PONTIAC D36
10 SCALE ENLARGEMENT - RALEIGH BLVD. L16 BRIDGE ABUTMENT DETAILS D37
Lll `~~r t~
r,e "
KEY MAP - CRABTREE CREEK FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION G1

.

x nay ~ Dy. i I III I ~ i laua~u~a 2475 ae ~ PIRKING
i v i I it I I I~ ~ ~ ~ ~ ~ I I '1 ~ - GjL18HE'CH~SE Ili ~ III ~ t 11~ / ~ GENERAL NOTES
1 ~ _-"=~eT~ III ~ ~Iil~i' I ~ ~ ~ v ~ ~ ~1 I I 1 ~ ail - ~ 11
~ ~ ~ - III I II' ~ ~ x 1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION.
~ ~ ~ ( 1 I ~ I I III I / ~I 1 1 ` w ~ I I~ III ! ~ l% r~5 ~ q
I i - ~ ~ i Mill ~ , ~Il 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR. p 0.~4l1 1005 ~o
A I i 1 / ~~op' 8
~v . ~ V r , i ~ i 1 ~ i ~ ~ v ( I f l l~ j ~ I ~ i ~ ~ A a 3. CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE. ~
~ . ~ ~ ` I I I I ~ ~w w, I ~ ~ I 1 ,6 v v. I V ~ I . ` 1 ~ I I I I I I I J ~ 4. CO TRA T I N C OR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
v~ v~ ~ ~ I ` i t l I / / PMKINC I . ~ ~ ~e ~ ~ l I PMN~NG ~ A~ ~ ~ C / A ~ ~ I r I l r / Aar , ~ / _ _ _ OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
~ ~ ~ RESOLVED PRIOR TO CONSTRUCTION. ,
.A°C' . I A ~ x.~ ~ , I 1 ~ 7a. ~ . ~ ~ A ~ ~ I I i I / ~ / , ~ ~ I I P~ / 1 ~ ~ ~
r' 5. STATIONING IS APPRO. MATE. CONTRACTOR SHALL VERIFY ALL STAT I r ~ _Xl ION NG AND
A ~ ~ ~ ~ I II I I PARN#~c I ~ I PMK~NG rrakiHG max.. ~ i / ~ I l . A~ A ~ ~ I I I l l ~ f i ,w~ ~a~ RU . 0 1 P~ ~ / I ~ l Krx~ws ~ ~ ~ v ~ I I I l l ~ l i x ~ CkER _ I x.. / / I / / / ; r ; ~ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO
~ _ PA?Y \ \ ~ \ ~ ~ ~ ~ \ ~ I ~ I I I U ~ II I ~ _ _ l PMKiNG Br0 Pk90NC I 1 1 ~ / / ~ ' ' ~ ~ CONSTRUCTION. zz» ;~r
\ e. ~ ~ I I Zdi 1 l PIRKING ~ AAEA AxPA ` i re, / / / 1 I r ~ i i ~ , 6. CONTRACTOR SHALL MAINTAIN A AB V N LL 0 E A D BELOW GROUND STORM WATER s~8
~ ~ ~ A ~I A ` ~ V li m I 1 i ~ ~ I ~ s • ~ i / ! i d.. ` ~ ~ ~ . ~ ~ I I ~ , I ~ / J ~ \ ` ~ \ ~ I `I I 1\ ~ IS PARpNC /l I / / i. ' / x ' DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED ~g~ ~
i' / rl ~ vA / l ~ vm ` i~~ ~ ~ lI P~ ~ ~ ' ~ SjR~ sm " • i / ~ ~ I A 0 / ~ ~ l l 11 Q \ ~ INDIXm 1716.1 \ \ ~ I ~ / J ) I / `1 • I i I 404 ~r , , OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE
11 I rro i ~ ~ ~ 1 ~ ~ I ~Vt I , ~ I P/A I ~ ~ ro • 36 ~ II ~ ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDIT104v PRIOR TO a° u' ~ DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 2-72 1 b
v ~ -aev ~ ,~~i-~, - r,~ ~ I I I 1 \ ~ I ~ eAxioNC I / / ~ 1 I ~ ACCORDING TO DETAIL. ~
~ ~ ~ / , ~ ~ ~ _ ~i ~ ` \ ~ ~ ~ ~ i I 1 ~ ARFA / l l / P~ I ~ I ,ice i,~~.v - - ~ ~ V i t ~ AL/~I1H ~UIC i j I x..~ I 1 Il j ~ ~ ~ es a „ ~ rr9 c?Q' z ~
_ i- 1 ~ V~ ~ 1 A t l J i / / I / ~ l ~ 1 AEI ~ ~ l i l 11 ~ x / I I , / I PAngxc x ~ / I / 1 ~A I ) 111 ~ ~ V ~ ~ P /JffA / 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN EXISTING EASEMENT.
. ~~i ~ f ~~v ~ ~ I I I l \ , a ~ 1 I i 9 1 ~ I . A / V A ~ ~ / i i P,~
~i; i~ ~ ~ ~ . ~ ~ ~ I I i 111 ~ ~ ~ /lP~~r~ i I I - t ~ ~ ~ / ~ - ~ ~~tg ~ ~~v ~ i ~ I 1 111 P~ ~ ~ ~ ~ m.o / I \ I ~ I . ~ l ' ,'P~" 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS VICINITY MAP ~ r
, r , v~ r~ ~V 1 II \ L ~ ~ ~ ~ / l V I I / I ~ PNOfING 1 xm , CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
-~wa~~~~rm- ~ \ / , I ~ '~Il 1 ~ v 1 i ~ ~ _ ~ _ ~ ~ i ~ I I 1 x- 1 ~ i ~ 7/~ ~ ` ~1 ~ 1 ~ ~ ~ I x" OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. P"Po(B!G
' I / x,~ I \ V / PAR)tlliG , P NlFA
I V ~ A l ~ I - / I V I ' ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND r moo ~ - ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
~ 1 ~ ~ I t / _ ~ I t ro ` ~ / / ~ 1 1 ~ ~ ~ I ~ 1 ~ I l~ AI ~ v ,_I / ~ ~ ~ ~l 1 I ~ ~ . \ O / ~ ~ VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
~1 1 I 1 psi ~ ~ A~ ~ ~ ~ '0.V V~~ ~ ~ / ~I / I I i ~ x.. \ I / 1 ~ ~ ~ ~ \ ~ V.~ ~ PAAI{ING ~ AL SMITH BUICK j P~`~ ~ x" TO PROVIDE 8' VERTICAL CLEARANCE.
l v , i I 1 I ~ ~x ~I~, ~ ~ r ~ ~ ~ ~ ~ , v ~ r~ i r r
r ~ ~ I I I s ~ ~ ~ ~ l ' " -I~~' ~R { ~ i~ / I---- xw ' 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR. PARKING
1 ~ I ! / I ~ / / ,a it 1 f ~v~ ~ ~ ie olyf ~e.~a I I / / - U i V A ~ ~ rHearc ~ / ~ ~ Iwo~xm o is
~ 1 A ~ / ~ I ! JI / vv vv _ ~ ~ v I i I r v _ 11. CONTRACTOR SHALL PROVIDE STORM WATER TAIL DITCHES" TO PROVIDE POSITIVE
~ / / / i ~ v A\ / ~ o . ~ ~ SPA--` DRAINAGE AWAY FROM TRAIL. SEE DETAIL. `
~ 1 / /l ~ . l I ~ 4~~ ~ - v v I ~ 1 ~ I , AAA ~ x.,. r x., ~ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARD . S
I ~ i r 1 1 ( \ I ~ - I I _ j I ~ / / ~ / _ ~ ~ ~ ~ ~ r PARaw Pumwc _ PARpNG - PARKWG / PARK \ AREA
~ AR~~xJ 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE u ~ , -
` 1 ! I ~ A ~ 6 ~ 11 I ~ ~ / / . ,a w ~ ~ ~ ~ ~ _ /I / ~ CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
, I .20 ~ ~ \ ` J ' ~ ~ v n K ~ ~ _ aA r rnx 1 1l awe !
~ I ,--V~ ~ ~I A ~y ~ PA~gI@~G / I n" r' r X.. ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS N ~ I Pnmiryu _ A D EROSION CONTROL ~ ~ MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
f ~ ~
P>~ ~ I ~ ~ = ~ t ~ ~ v ~P~xc tom, ' ~ I A. ' - _ ~ , ~ A~ , P,vm~ 22 / PARI(ING ~ ~ I lP/A _ II- ~ ARG ~"G~;' ' - 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING i , A~;rA
+xPA ~ 1 ~ , dp ' ~ r I ~ I 1 C~ I/ z~ ~ ~ m4 ~ i 11 l ~A ~ - / r \ ~ ~ REEK ~ - - ~ ~ ' SCHEDULE. ~
, ~ \ PARIGNG r
J P/A \ lJ KINO ~ ~ - P,~ ~ r' 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
l / / / i ~P,waNA m ~ ~ ARfA . I l - ~ \ ` ' STATE C UNTY A 1 ~ ~ 0 ND LOCAL CODES.
, P~waxcl. ~ ~ a.. a ~ ~ i ~ v , ~ _ / ~ ~ / I : ~ ~ , 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
w V A ~ I . I I ~ ~ V ~~p ~ ~ EQUIPMENT ETC. THAT MAY BE REQUIRED.
Ll ~ v 1 ~ i ~ ~ Pumluc .
~ / I„ ~ ~ ` ~ I / ~ may q ~ ~ ~ 1 ~.1 \ P I . / / \ PAAKI U V. \ \ ' r~ c~0v,\"` 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEM IN /,r r~q p ~ ATIC NATURE AND
t/ l/ ~ I rpm 1100 ~ \ \ / I I LW \ AREA \ \ ~ 1 1 / \ ~ PhRgNG i ~ ~3~ \ ~ / ; ; . ~ DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED `.~;'Z i~,' FOR A COMPLETE AND WORKING SYSTEM.
PAAK~NC ~ I ~ 1 ¦oo ~ ~ aAwom I i . A `v. u~t ~ / ~ •r A ~ F; w ru ~ . v~v ~ ~ r ~ - ~u
PIA / ~ 1 ~ • ~ , ~ 4 \ / P/A / ~ PARg1iC - I ~ I w St ~ ; , o ~i *r ~ ~ i 19. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTIC~d MEANS
~ ° AND METHODS A I
- ANFA Sp 7000 r ARFA sN ~ _ `~PARItlNG ~ / ~ , ~ P moo ~ \ , ~ SSOC ATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ~
I MFA / f' ~ I fk ! ~~nr 11 ~ • P~'G 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
' ~ ~ ~ ~ P/A / ~ / l i ` Iql ~a, ~ ~ ~ BY THE CONTRACTOR DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
x nu P/ ~ l ~ - ~ ~ " J ~ 9mo P^FffA I PAPEA r r , % ~ / ~ / ~ ~ ~ m, ~ I ~ w 'as ' \ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRA ° ~ , ~ Ff CT N ip ~ f ~ ~ ti ~ ~ DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER S
i / ~ 1 t ~ , x ~ ~ ~ ~ / 2AP~ l ~ I j PNtKWO ,p I , • e4a ~ C~ ° o - REPRESENTATIVE.
\ , r ~ ~PMaNC ~ ~ ~ I / ~ A>~n / ~ ~ ~ I ~ x a re.tt i , / ~ Il ~ l PARKNG , ARFA /
~ ~ x.. ~ / i 1 ~ 1 ~ / ~m x.. ~ ' 21. THE CONTRACTOR A T TI P T SH LL, A ALL MES, KEE HE PREMISES FREE FROM
x ~ , ~ ~ f I w PAS ? ~ a PA~~~ 1 ~a Pu~anc ~ ~ 1 • ~ P~ ~ ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM HIS EMPLOYEES
~ ~ ~ ~ ~ U PAPFA P~ PAP1GN01m P' ` _ r x A~ d PAPoONG mn P/ , r ~ ~ OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT. qEA Aj ~ ~ A ~
. ~x i 1 i 1 4 ~ ; ; ' ' 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
V~~ I I~ (~C ~ laaV 8 i 1 ` r ~ P/" ~ PRE-CONSTRUCTION CONFERENCE. , rl, r
x f~ ~P'`~N6~ I I ~ ~ P,vnaxc ~ , a. ~ i / P,waxc I ~'wcn I~ I •av III v i Promo I I E I 5 ~~/l j ~
AAU , x' l I ~ ~ I\ PMpNG~~~ °1 I~ I ~ I I i / A~ _ II ~ , ~ ~ I P,~G ~ , , 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE ARE
_ _ - PARIGNG ~ k f e I ~,f ~ ' ~ ~ ~ BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
_-p~p 1 ~ ~ a ~ IX 7em vx ~ _ / ~ I1 Im 5~ ~ FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
• PARKWG ~ ~ I ~ ~ ~ PAANINO A• I ~ ~ SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. ~G moo
• ARU I ~ I ~ A~ ~aq ~ M d ¦ x PAA~ o~ _ I " ~ _ moo rnu i ` ,moo x., ® I
e{ t~ ~ ; ~ ` x NOTES:
(d y I I ~ m v x• ~ PIfJ(tNG ~ PMgNC 1 7000 l ~ /1;
1AFA ~ ~ AREA PNIXING I ~ EM / ~ ~ AAFAM/Id(ING m~u ~ r _ ~ ~ , ' 1. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE ~ h ~ ~
V , g ARFA 7000 c / / ~ ~ If0 _ / r , _ ~ - , CITY OF RALEIGH DATED JUNE 1998. - ~ ~ °«o
i ~/A / ~ ~ N 13 P~~ n 1~ / ~ ; 2. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
?ra ~ M ~ PARgNfi ,-r e ~ l ~ / it i
PAFI•!C / AAFA 1100 / , g c ~ / ~ t / ~ ~ ~ rl / ~,,~/,~'a,
~ I PAAUVC i ~ ( / ` ~ p ~ ~ ~
a ~ I ~ P L A / ~ .C \ ~ ' p i ~ ~ A ~ x Y ~l x ~ ~ / I ~
U maW \ 1 • moo I PAPo(I g/ moo (a+W I 1 I V A ~ _ sa ~ ,fit mm~ ~ ~ % , ,
Z ~Y, 1 1 ~ ~ ~ i
O O / ~ '
O N - ~ 8 I ~ ~ ~ ~ am
C~ )
EROSION CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICE AINTAIN DEVICES AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP BROUGHT UP TO FINISHED GRADE WITH VEGETATION, REVISI ON DATE DESCRIPTION BY APP
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC.
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM LETE AND ALL AREAS ARE STABILIZED COMPLETELY,
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL IN D IRONMENTAL INSPECTOR.
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH, NORTH CAROLINA
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING OVE REMAINING EROSION CONTROL MEASURES AND
MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. '~S' CHECKED GLA
TO BE SEEDED AND MULCHED WITHIN 120 DAYS. m E ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY
CONSTRUCTION SEQUENCE a. WHEN VEGETATION HAS BECOME ESTABLISHEC 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. APPROVED JLM
J 1. OBTAIN GRADING PERMIT. z LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND CO ETION AND COMPLIANCE. SUBMITTED JLM
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS N 150' 75' 0 150' 300'
5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 1 "=150' HAYES, SEAY, MATTERN &MATTERN INC. SCALE coMM.
THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. W J ' 1 "=150' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G2

r i
! \ ! _ ~ \ GENERAL NOTES
` x 1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO
1 PHCONG x / ~ RIGA / CONSTRUCTION.
~ ~ \ / iW5 o??
PARbNG \ I AFFA ~ ~ ~ q 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
_ _ DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR.
x.. ' x,~ - ,005 e _ b
PAPoGNG 1 C OR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE.
PRFA i r~ i i 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
moo ~ ~ - \ / ~ «u / ~ x~ \I / OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
1 ~ P~ / ~ ' / RESOLVED PRIOR TO CONSTRUCTION. zoos ~
PARKING I x r, ~1/ AAFA f
/ ~ ~ I I 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO
/ 1 1>F.. / ~ ~ , I ~ ~ ~ ~ ~ ~ l a / PMKWG ` - - ~ \ \ \ \ / \ ~ ~ CONSTRUCTION.
/ ~ ~ IN00a:00 iJ ~ I / A A ~ ~ / ~ ( ~ ~ l~l ///l~ I i-'~~ A 2z7~
1- ; _ ,a 1 ~ 1 ~ 1 ~ 1 ~ ~ v v i ~ ~ ! ~ l 9~ L - ~;i/ a Iii e~ ~s~ y;7 'L ~ ~ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER
1 ~ I ~ V ~ l~ T' tp ~ r f ~ x >a PIRgHG 1 ~ 1 I 1 ~ d 1 ~ 1 / V A 1 ~ ~x ! ! aw. / / \ l 1 - / ,ypp / / DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED / 19 ! 4
~ OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE ~ x~ _ _ ~ ey ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO j o
/ PARKItiG t I iNOexm~- 4.59A ! lI / ,~/l ~ a! rwa I I I / ~ 6 1 ~ ~ ~ a x ~I1 / / 1' l ~ 1 x ~S DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND o~
ARq~ X u ~ I I ~ ~ 1 / I ~ 1 KING ~ \ ~ l\ 11 11 ! I / 1 ~ n at S 1-- ~ I x~ I 1 t~s~ ~ PIAgNG ~ - ~ 111~11U~ii I'•! ! V 7 ~ ~ r ro a 10~98A o~ ~o!san ~ ACCORDING TO DETAIL. ~
v ~ 1 A I ~ ~ I ~~a>, AAFw ~ ~ x„„ 1111',~1'1~1' I1~1 ~ 1 / 1 _,'i n 1 7y ~ • x.° A PAAKit~ / ~ ~ I / ~ ~ 111111 1 / x.. 1~ x ~ ~ " 9~ % mu ~ ~ 29 B ~ 9300 j I ,
V `1 x.. I ARU ~ / 1 / - I PARKING ~ 11 ~ ~ VIII i ~ d° a l ~ ~ 1 ~1 l I / I 1111II~ ~J ~ ' I I 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN ~ , ~ I EXISTING EASEMENT.
P ~ / ~ / x\ I I & l~ ! x„.. ~ I lll~ ~ / MM 4 x - t 1 ~ B l ~ P;wKiNC ~ / ~ ~I , ~ ~ ~ /'/'i %'99p Puawc ~ 68A ~PlA1fPRF ~ I ~ / PIAKING ~ 1 I i l ~
1 I ~ / /'M' 8 a~+ lx 1 1 . / ,uun I 111 /////I!//////1 ' ~ L i~ ~ ~ , / ~ / ~ / , ¦r / 1 ~ A H1 I / i V ( 1,~/~ I I I -_I / / / ~ I/ a_zw 1 ~ry 8 V / ~ / - x., h ~ ~ ~ 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFlED ON THE PLANS AS - - ~ ~ ~ VICINITY MAP
/ I ~PU+xx~c V e ~ ss / i II i 1 x '~7 ~ I / ! /l1~ ll ~9 1 4A 7 S I i ~ 1 / ARPn `2~9 / ~ \ ~ 1l 1 / / ~/~ll ~ ~ ~ l I 11 I ~ CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
1 / / ~ ~ \ l ! T • oEim ow ~ l ~ 1 ~ ~~l III ~I II / / l / l// I ~ ~ 1 / / ~ - _ ,a , :ate v I vis.Ie ~ - ~ ll I l/ I / I I / t / j - ~ .PMT - ~ II l l 111 i l °r ~ i rxFa l ~ _ _ ~ ~ OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. - ~ ~
~ ~ PARKING ! ~ ~O yy~~"~~ ~ ~ \ - 11 l~ 1 ~I / ll /!l / ~lI l / a~ / 'lqj' ~ 1 ~ PPAKING I r \ 1 J I I I ~ ~!/l / / 1 PIRIO ~ 1 ~p A ~ utcn I 111 ~r/// / / A ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND
~ P1AKMlG 1 I zm. 1 I r~u/ ~ x.,4 1 ~v ` 1 _ v x A~ ~ 1 1 mm ~ 41 i ~ ! /l ul 1 x' ~ l ~ ~v ~ ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
~ A ~ zw I ~ V ~ 1 I ,on I / II I ~ ! ll l/l 1 / ~ ` I I • ~ r4. .r, ~ , ~ ~ ~ PA ~ V ( ~ xm /lid 1 III . I - , 1 X.. x"" ~ VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREE S
~ ~ l v PAMRlG ~ ~ i ) 1 ~ / I / l i Ill// "hA / ' ` ~ 1 / ~ ~ TO PROVIDE 8' VERTICAL CLEARANCE.
` / PMIUNG ~ /AFA t, x ~ I 1~ 1 ~ ~ ll ~ ~ l / / ll!l/ x ew / P/A \ 1 ~ .~4 ~ / d \1 W ~ ~ 1 ' ~ 1 I 1 /l /l/ / !Il~ ! / ~ xl l I I
' 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SfTE BY CONTRACTOR. ~
~ ~ Il/ ! / ~WFR ,v waolc ~ \ I 1 i Il~l,g ~,//~//i/ ~ / l ~ x ~ x.. p
~ " / / °ti & ~ ~ ! ~ A 1 I I I P / X ~`~~/r! ll it rARKiNC dl~h ~ u: J / 1 ~ ~ ~ 1 f~llll ~///~/I/ x.. / J 1 ~ .JI. x-. ~ ~ 11. CONTRACTOR SHALL PROVIDE STORM WATER TAIL DITCHES TO PROVIDE POSITIVE ~ _ DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
p~ / 1~ ~ ~ l 1 ~ / ~ ~ I I I...~ it lll~ i //'~/ll ~ / / x.. ~ Ate' / ~ ; a~ / 1 I / ~ ill lir ~ _ ,
~ i 1 V ~ ~ g f l~ ~ a IPanonc A~ I 1 / ~ ~i -/1;11 /j/~' /r I ~ l ~ 1 ( ~ \ 1~ ~ / / I ARFA' I /~Q %1 ~ll,// PARI(INO ~ I / ~ l , so• R ~ ; ~ PARIGNB I ~ , ` ~ ill! ~Igll ~ , ~ l , 12. ALL CONSTRUCTION SHALL COMPLY WITH CITI' OF RALEIGH STANDARDS.
i I ~w \ \ ~ l~/ i . ~ I I I l f ~ / I!/ /f 1 I I I l , aea ~ / l 1 ~ ~ I A / f i~~~ I 1 / l// / ll ~ I / .r
r A\ ~ ~ ~ ~ ~ / PAAIGNG ~ A ~ 1 l~ll ~ / / 1 / ~ 1 1 /x 1 l / II 1 1/l I'~ x., ~ ~ 11 / 1 i1 / ~ - ~ ~ I A asoo I I 1 l l ~ l l s. ~ 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
I i'~~~~ ~ V V III II l~l if l / ~ s 1 l I I I ~I1/~11 II11~lj/ 1 / l ~ / ( / 11 ~ ~ i ~ . ~ \111 ~ ' ~ ~A11AA / ! V ` ~1 ~ Ii I II 1111 Ill I ~ l ! 1 l / (~_il ~ ~ 11 ~1A/ ~ \ /Ill ~ lII/ll~~/ PIR 11 f l CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998. i% ~
/ NG ~ ~ A ~ ~~V ~ A ~ 11 ~ ! r ~ ~ 1 '1 ~ l l ~ A~ Ill ~ / J1k >P 1 / s~ ~ EF ~ ~ A ! ~ i '~//!l~' 1111 ~ I /~l//u~~l ~ ~-I 11 ~ l ~ / ~ I / ' i ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND ~ ~ EROSION CONTROL
I ~ ~ ~ I P ~ ~ ~ / 1~I r ! R 1 - - / ~ 1 , ~ ~ ,~I/~rlll r /,'~;llir~ l l 1 l / / //II - ! ~ ~ l 1 / / l! ~ l 1 / ~ 1 ~ ~ 1 ~ ~ ~ r~, ~ , ~ l 1/ l , / , ~I ~ ~ MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR,
~ - - ~ r ~ l rl ~ / ~1 / / I! l I dr P,Utl(WG , _ , , ~ ~ , A 0~ ll, X111 , 1 y % , , l ~ , dIG. ~ i ,
urEA / All 1l ~ G~ ~ _ 1 --~4 ~u, /;q11 ,,~/~ll~/ / ! ~ , / ~ ! ~ III ~ ~ ~ ~ e !r „ll/ /h~/,/I '~I l ~1 , / ~ 15. ALL DISTURBED AR H EAS S ALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
1 ~ ~ ~ ~ ~ ~ ~ 2 1~11~u111 ; / 1i l~! Mu, 1 I 1 ~ 1 I" I ~ l ~ A ~ l~ ~ O~ 111111111 /l/ 1111 I I I ~ 1 ` ~ ~ 1 ` - SCHEDULE. ~ - ~
~ ~ ~ ( _ ~~1~ _ ~ 111/lll/1 ~l I ~ I I 11 I l ~ i ~ ~ ~ ~ 1 ~ - A ~ - ~ ~ V7 /111 !1111 / 1 ll l / IP~I 1 1 / / ~ 1 ~p~ 1 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
/ ~ _ ~ ~ ~ ~ .~I ti. ~1 ¦ee , ~ ~a~ - Ill ~l7 / / ll l ~ / l utp / / / / ~ I ~ / l A`. ~ ~ 1 / I1llJ1 ~/Jl lll~ / l ~ 1 / V / / ~CIjY'OF \ " 1~--~ ~ 1111/!/ //l/~l// / / / ~ I v / / ~ STATE, COUNTY AND LOCAL CODES.
- - - ! 11~r 11 I /I/rr il, ~ l / / I ~ / ~6 1 ~l = ~u / v~_ r u1 I 1 / , ' ~ ~ ~ / 1, v 1 , / - 1u1 li//~~i, ~ 1 ~ 1 i6 , DTRE ~
1 PEA ~ ~ ~ ~ ~ ' ~x ' t~~ 111j11 I l 1/l ' - ~ ed \ ~ ~ I 1 \~~`~~A a. I/II~111 ~ //~//!I moo-- - / e / l ! /i/i ~ ~~~%i~ 17. THE CONTRACTOR SHALL OBTAIN AN P Y F R ~ ~ , D A 0 ALL INSPECTIONS, CERTIFICATIONS,
I ~ ~A - 1 lull l r// /i I ~ I I 1 / / I /iii ; m ~ ~ ~ ~ I I I ~ / / ea / 1 j ~ ~ ~ ~ ~ ~ , ~ , _ Vv A O _ r'i i _ I ~ I / ; EQUIPMENT, ETC. THAT MAY BE REQUIRED.
1 /r//i'i ~n ~ _ i / 0 1 / / / ~ ,--1 l - - 1 1 \ ~ ~ / 1 1 ~ 1 / / 111
/ 1 - l / l/ 1 y ~ ~ ~ ~ o ~ ~ v ~ I I I . / I I l ~l 1l1 ~ ~u ~ 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND ~ ~ DO NOT SHOW EVERY OFFSET TRANSITION FITTING ETC. THAT MAY BE RE UIRED
~A / N ~ ~r ~ Y ~ ~ e l / I I / ~ I / - / ii' ,r~ ~ ~ ~ Q ~ PANG FOR A COMPLETE AND WORKING SYSTEM.
~ ~ / 1 PvaGNC ~ 1 ~A ~ ~ Irmiy~n f~t51'+'~ ~ i c' ~ ~ ~ l ~ I / l / / / ~ l / /l / ~ b n
~ / ~ ~ ~ \ ~ ~ ! , ~ 1 111 ~ 19. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
PA ~ I ~ ~ ~ % AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
~ PARwn~c ~r-' / ~ ~I , ~ ~ i ~ ~ r / I I l11/l Sao-' / /ir / / np ~ , , PrRaNC x.. ~ ~ ; . _ ` ~ _ I 1 1 J ! ~ / //ii i
I \ - - '4 _ ~ ~ 4A ~ ' ~ ~ ~V ~ ~ 1 / III !1 A ~ ~~/o/i~ /I 20. IF DEPARTURES FR P OM THE S ECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
~ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
I ae \ Flea/ / \ ~ ~ I N ( I ° / j', ii ! 9 as / = ~ ~ ~ I / , ~ /i - I / / / ~ v v 1 t, ~ - - i 1 x~. - / / -nr \ 1 ~ r / s - DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF 1HE OWNER'S
/ Ax 8 ~ ~ ~ /1 ~j 1/ll I(/ ~ ~ ro ~ ~ ~ ~ ~ ii REPRESENTATIVE.
/ i i i ~ A \ _ / I / / l l l l l 1 1 / ~ ~ ~ ~ ~ ~ ~ _ ~ OF RALEIGH ~ ~ / 'pi" \ V ~ ll llll l ///l////(l llll PEA ~ ~~--•~~A~ ~-~~i / / , ~ aro I / ! ~ ~ / ~~aa`~~ -11111 /11 l / % l/1l /1%1111 / ~ I ~ ~ ~ OF RALEIGH ' 24 ~ !~4
~ ~ mo 1 / 21 ~ - i ~ ~ ~ ! I ! 1111 1 l 1 / l11 / 1 I I ~ ~ - kr ~ ~ I 1 ~ I / i - ~ ~ ISM" ~ x'G !1 1 1 / l u ~ ~ ~ , 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
~ ~I ~ A x eu , , tl ~ `m ~ l~/!j r/ l/ l l1 jl~ll / 11 / m°° i m - _ _ ~ I ~ ~ I ~1 \ B~ ~ ~ , / ~ ~ l - ' , / l l~ 1. l l~ 111 I, / / / 1 l ~ ~ ~ v ~ ~ .moo/ / z ~ - ~ a t! l ~ nr 11~~ 1.361 I - ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL 8E REMOVED FROM THE PROJECT.
v.,I~ ,1 ~ 1 I - ~ „'/;;/l / /l ur! I/d! Cr m / I ~ ~ I a, ~ l a~ P~NG 1 ( ~ ~'16Y - _ _ - PARKING / 1 i~ P/RIfNG AREA / i
~ aon / \ . aaoY 1 ~ ~ - ~ ~ / i, l/ ll l~l I/ „ l ~ ` , / 1 / ~ ~ - • 1 I I ~ ( p \t n ~ - _ - ~ - ~i/i r IIII f~n~ v l / ! 1~ ~ I ~ / L ~ ~ - ~ ~i~ l 111 l1 1 ~ ~ ~ ~ ~ l / ~ / i- ta~ ~ ~ ~ ARFA ~ / ~ I', - ~ 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
I / g 1 1 V ` / ~ ~ - - _ ~__~/~i~/~~ / /!111 1111111 I ~ Pua~HC l I ~ ~P ~ ~ - I \ _ IIII _ _ \ i, ~i/il I! I J ~ 1 l ~ uw ~ ~ I , ' PRE-CONSTRUCTION CONFERENCE.
,flu. moo ~ 1 - vim'- / ~ ill --'PUxiRC ~ ~ / ~ 6 / ~ 1 to ~~h. 23aQ ~ 1111 \ ~ ~ ( 1 ar_ ~ / / / ~ 11 III 1 - ~ 1 soe i Q ~a ,d? 80 ~ v 1 / I I ~ I sw ,
x v \ 1 1 ~ ~ / - /r/ / / n 111 v` " ~ 1 / ` 1 , , p ~ i I~ ~ ~ 1 / _ / I I II 1~~1 ~ / ! ~ n~+ 1 I r ~ ~ soo 2 11IMn'"t"'1 I 1 I I / I . / II II11 111A A I 1 ^ _ i I II 1 1 x.. ~ . - " 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
as S it ~ ~ I I aaW ~ A~~- ~ r / I 1j I~i 11 I 1 1 ~ i~ ~ / b~~ PAANING ~ I 11 taw \ ~ +Y. ~ I 1 I i / e , ~ fare ; / i 1 1! I ~ I ~ I 1 1 ~ ~ ~ B / / r ~ ,wEn 'f' I l 1 S v~NC v ' BAS D NTH THE CONT A T R E 0 E BEST AVAILABLE RECORD DRAWINGS. R C 0 SHALL VERIFY FlELD CONDmONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
~ 1 I ~ a~ ~ 1 1 1 1 '4~ ~ ~ v ill • I I r 1 ~ 1r ~ ~ ~ ~ ~ v / / 1 / 1 1 1 1 ~ "wf" b„ v ~ 10° me ,y. ~ I I ~ 1 1 I 1 ~A t l l / !11 ~ll ! 1 ~ I I ~ ~ ` l P~ 1 o I r PARIGNG I rAdaG I ~ ~ SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
2aa g~ I I ~ I I C I ~ ~ I r r l 1111 ~ ~ ~l - ~ / I 1 ~ r ~ ~ x..
~ c ~q\ \ 1 1 1 ( / / ll I I 1 ~ ! WSW x.e~~~~ 1 r I r 1 ~ x, 1 ~ ~ 1 ~ 3~ 1 ~ I x 1 / ll ~ 111 I I \ ~ ~ 1 ~ / ~ 1 " ' x.~?~
.14 1 ~ 1 0 I I lle~o~ 11 I'~0/ 1 11 I 11111 --l ~ ~ ~ 1 , ~ ~ II x I~~ ~ , ~ 11 I ' ~ ' ~ 1 11 ~ ~ ~ - ~ , l 1 11 ~I j 1 1 1 11 an ~ / l A / ~ 1 RARK~ - NOTES: ARG ~ ~G
I ' 3g I I 1 - 1{ 11 l / I 1 ~ ~ P x ~ B Veoo V /g / - 1 it I 1 h lob ~ ~ 11 I 1 ~ ~ ~ARFa 1 / } / / / ARFA
/ 4 i~ i ~ ~1n ~ ~ x l~,y l l / ~ ~ ~ A / IP ab 1 x" ` 1. TOPOGRAPHICAL & PLANIMEfRIC INFORMATION PROVIDED BY WAKE COUNTY & THE I
7A r~r m 4A~ yy 1 v t I aw r 1 1 ~'A2 ~ I _-I C I I 1~\ \ ~ 1 ~ / 11 1~ 1/ ~ 1 PNMNG 1 ~ n I ' ~ CITY OF RALEIGH DATED JUNE 1998. I I ~ x I
~ _ yp I I A V ~ ~ ~ I (e$ ~ I 111111 P~ 1 ~ 1 o I x.. ~ A8 MI'" l 1~ 1 1 1 ~ ll 1 ll ~ 1 v ~~v -oFw`~ x l I I / PIA f P,wan~ f x j ~ I I I ~ m ,'~R~d~ 2. EXISTING WETUINDS ARE APPROXIMATE AND WILL BE VERIFlED AND BOARDWALKED.
I ~ A ~ f `_~1 $ ~ ~ / ~l 111 I 4~ ~ \ ~ ~P~A _I 7~ ~ l ~1 " ~0 1 ARFA ~ ,
C I I ~ 111 ~ f I \ 1 \ 1 I '
E 1 I 1 \I ~ J 111 \ ~ \ ~ I a / 1 1~ I i 1 ~ ~
,p I \ / 1 - \ ~ 1 / ! / U ~ ` ~ / /
~~V / / z ~ ~ / !
~ I 1 ~ ~ I l
O I / \ O I / \ O 1
C11 1 I I
CU
ti EROSION CONTROL NOTES
m
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEEDE ~E5 AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PL4N IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHEI
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC. ' TO FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE L AREAS ARE STABILI Y DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM ZED COMPLETEL ,
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. a INSPECTOR.
m ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH NORT
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST SE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CI w w MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. JG EROSION CONTROL MEASURES AND H CAROLINA
TO BE SEEDED AND MULCHED WITHIN 120 DAYS. m CHECKED GLA
CONSTRUCTION SEQUENCE 8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR .D, CALL FOR FINAL SITE INSPECTION BY
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY 8E REQUIRED BY A ENVIRONMENTAL INSPECTOR. APPROVED JLM
1. OBTAIN GRADING PERMIT. Q LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION z
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE. LL 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS OMPLIANCE. SUBMITTED JLM
N 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 150' 75' 0 150' 300' 1 "=150' HAYES SEAY MATT SCALE COMM.
r DEVICES. ' THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. ERN & MATTERN INC.
W ' 1 ~=150' N 0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. LL FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G3

~ \ - - - .Jr~ \ J - ~ v` ~ \ ~ , r /r _ ~ _ ~ GENERAL NOTES
~ ~ ~
1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO 7~ CONSTRUCTION.
/ ~ ~A ~ r V I r A - / / /'i , ~~5 ~ o>°
' r' 1 ti ~ ~ ~r l 1 ~ / ~ i / l~ / ~ ~ A r ~ r ~ r l / °`r' / / ~ ~ ~ Jr / 1 - / ,or err / / 1/ rte'- /~1 ` ~ 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
r ~ i t ~~I l DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR. 1005
I n
rit/ii ~ 3. CONTR a ACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE.
/ r' 111 ~ ~ - , , C REE ~ - ~ - 'r.'~ ~ / / ~'i%i ~ ~ / I / I CR - I _ EE 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
~ / / ~ _ , r I I _ ~ ~ _ _ _ C ~ l/ r r //ri~/ r ~ I r/~/ r r ~ I I /r ~ - 'r r'.~ _ _ `M - " \ 94 ~ l1/~' rr r/ij~'rri' / - \ I I I OWNER'S REPRESEN TATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
/ ~ _ - ' - - - ~ r r~r~r/i ~~iii / Prxa~o rau I I I r RESOLVED PRIOR TO CONSTRUCTION. z~~
~ROUxa
- - / 1/ ,r ~ l r ~ i/~/y//ii x I / / 16 r - ~ '~i/ / / ARTMENT OF CORRECTIONS 1 r`'°"`~-~- ~ III !//~i~~// ~ I ~ l ~ I 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND
rrr~, ~REE--_ _ - - I - , r l~~ r~ `l ~ ~II 11111111/ I PA~AP.IN6 / 1 / / / ',~r% _ V J ~ I I r Puai~c,u~n ~V ~ 11 I Ill~l ~ I EA ROWN PO TIFi ~ / I ~ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO '
1 - / n' I ~ ~ 1111 A / ~ l ~r~i~/ / ~ ! E - r-i' J V I„„1 r A %/111 v ~ MC-ISUZ l J 1 /1 r l r' ~ / l ~ 1 / ! CONSTRUCTION. d 2z»
/ I / _~i ~ / - I ~ r ~ rr-~~ I \ I~ 11 III1111~~/ ~ ~ ~ A l / I l l /ir r' / V A /r , / r,' I ~ A A~ I / ~ ~11/1 ~l/ll ~ ~ ~ 1 l 1 I _ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM W T 1
~//i ,mom ~ 1 ~ r' _ / ~I1 / /111~1~ / r f/ 1 ,rr / , ' ~ - / ~ ~ I` ~ l ~ ~llili/ , 1 PNMWG /I ~ i 1 Il / A ER s~ DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED o4~~
/ llr ~ I/' v ` _ _ ' ~ ~I/~~lill/I I v ~ I 1 i l / ~ //1~ / PIRGNG ~ v v i/' / u~~ ~ ~ I 1 i ~ ~~~1! % 1 1 I A\ ~ I / j ~ ~ c~ OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE
~ / ~A \ V r, ~ ~ ~ , I ~ % ~ //~l I I I 1 1 / l CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO ~~z
vA rr ~ ~ I / ~1111~111 I I I ~ v r / l 111 ~ r/ ~ \ r'r ~ ~ PlApNO I it ~l %I 1111 Illl I ~ I / / ! DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 0, ~ ~
1/ r ~ V r , nn~ 1 1 / ~~lllfll 1 ~ I ~ / r / r / ! I , ~ „ ,m STATE 0 OLINA / I / / I i / r 1 ' / ~ , ~ ~ ' PARIONG , ll~ I/l l~%, 1/ 1 , / " / 1 11 ACCORDING TO DETAIL. 29 B
~ ?+Y-'~ ~ A soo ,wu I Ill/ I/lllj/ 11 I I / ' ~ i //l l / r I ~ / ,sr Ill IPU~eir~sl % I 1 ~ / 11 z , 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN EXISTING EASEMENT.
j/ mn V / ! }1111( I u+~n I / ~ I i / PMgNG ~ ~ / / / / I / ~ / / PFRgNG / r 7
PARNiNG / \ / ~ rep ~l / ' ///1/ /1 I I ~ / /PNGUNG, /I ~ r/ I I / ' ~ / ~ i - \ ~ ill l/ ~r1 / I~ r 1 ,w~, / / ~ / 1 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS VICINITY MAP
' - - ~i r,,.. ~ ~ 11 ~ ~ !~1/~. ~/~~%~1~~ ~ V I ~ ril P~ _ % ~ ( ` P~NO ' \ ~ 11 / ~f (~11~f~// ~ 1 / / / ~ I "CONSTRUCTION ENTRANCE" AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
_ ~ l ~ ~ A / / 11//l/ll A ~ \ r ~ ~ , / / / ///r OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
, ~ 1 ! / 1 ~ ~~A - , ~ / p/f EIGH 44 r - A \ / / 1 A ~ / A (rq~ r / _ ie ox ttis.ie L l ~ IU \ ~ ~ r 1 /
r~~ ~ l 11 ll!/illl \ ~ v~V~~ / A I 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
\ P~ l ~ ~ - ~ 1I 1/ l //~l~// 1 ` v v PMt6NG /i ~1 VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
v ~ / ~ 1,/ Pua~HC / ~ V r l `Y l /l l jllll ~ AV ~~PNMINGMFA~-- / / 1 1 it TO PROVIDE 8' VERTICAL CLEARANCE.
I PNtFA /r r ~ ~ /PIRKING ~ ~ / / ~ l /l 11/1/l/~1 ~ A / 1 ~ r / I I ~ / / ~ - r / MEA / r,' / 1 /l 1//l/l I ~ \V A l I /r 0 1 / I
I~ Puta I PARIONG / / I ,/ll 1 /1j1111 I A ~ l 1 1 1 /1 ~r ~ l ~ !11%1 / l I I ~ \ II I / I 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR.
+.+w ~ r/ , ~~j 1 A\ / ~ ~ / A/ Il //l j/ll ~l I ~ ~ CRON~N PONTIAC ~ r'~r1 ~ ~
wee r ~ ~~j ~ / - ~11// l!jlll I \GMC -~LSUZU i/ 1 r rl I ' I I ~ ~ / ~ 111/ //1 I I ~r l / 1 I rr l xw I ~ ~ / \ 11 / 1 I I ~ I / 11. CONTRACTOR SHALL PROVIDE STORM WATER "TAIL DITCHES" TO PROVIDE POSITIVE
/ / ~ mm~ ~V ~V / I I \ /rr / l r l DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
l v »w ~ ~ ~ ~ A ~ I I 111 ill/ I vv ~ rii'/ //rrr'~/ l ' / v ~ P~w~ec / ~ f v ~ I ~ ~ } ! r/ Ill 1 ! /~I I ~ i r / r r / / 1 rr PualHC ~ MfA g /1 / ~ '~Zsj ~ 1 P~ ! I c ~ l 1 111 ~ I I ~ ~ , r rr 1/ r/ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
na~,~ ~ x 1 Sp / l 1 ~ ~ ~ / Puao~c f / I / l / I I I I\PMKIhG uua v r .O rr ~ / / r/ r x / / l ~ ~ ~ _ ~ ~ ~ 1 I / I 1 1 I I l I / ~ ~ ~~P~'r' r / / ~ r
x ~ / 1 / / Pweaec ~ ~ ' ~ l Il l I1 BLS rr / r v 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
/ / ~ ~ v v ~ 'DEPARTMENT OF ~ 11 1 1 1 ~ / ~ ,r / / CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
au~NC / x., ~ ~ ~ v ~ CC~tRECTIDNS 1 I / 1 I ~ r / +1 rr V t
I x~ ~ / AV A A A 1/l1 1 /1 % / /r/ , r ~ I A V A A l1/ 1 / 1 / / r 14, CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL
1 I moo ~ V A \ r' I Ill ~ <u 1 Ir ~ ~ / ~ / r r A I I I x / PARIGNG I 1 l ` V ~ PMF~ I~ ~ / I I l /r / r i ~ AU MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
I 1 I / MFA I / ~ ~ V - 11 / ' r , / / V\ I / 1 V ~ I 111 / / it ~ /r /r r' V\ 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
I \ ~ //P / ~ PIMGNG / ~ ~ ~ ~ ~ / Mu. 111 ~ r~ r Y ( rr ~ ' r" SCHEDULE.
~V / ~ X.. I 1REl / / ~V PMtlf~IC r~ ~/111 1 ~ / r / ~ PNU01C 1R6t AA I 1 ~ I / 1 ~ \ ~ ~ ~ /i/ / Il r ~ ~ir' ~ ~ VA \ v I / ~ v / lu G 4 vv
v ' 1 ~ n i 1 ~ ~ I PEA v v 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
r A / v 1 I)) l 11 I I L~ ~ v ~ v V I 1 I ~ ~ ~v~ 1111 /I 11 _ ~ ~A \ STATE, COUNTY AND LOCAL CODES.
' v1 i 1 ~ ~ v i lhli 1 1/ l ~ r ~ v / ~ I vv / t I ~ ~ r, I I1111 / 111 ~ r' 'r / ~ ~ AV A ~ 17. THE CONTRACTOR SHALL OBTAIN AND PAY F R
I I ! ! AV A~,~ r ~0 l l lull j1/l / ~ A ~ ~ \ ~ 1 __~f~p I 1/ r~~ ~ \ f 1 l ~ `_r ~ PNMIN6 ~ I 111 I 1 ~l ~ ~ v ~ - \ ,mm II I r / / 0 ALL INSPECTIONS, CERTIFICATIONS, ! EQUIPMENT, ETC. THAT MAY BE REQUIRED.
\ PARFA 6~ ~ I 1 r , ~ ~ / ~ \ \ ~
t I I ~ 111 ~ IIII~I ~r ~ oar A 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND
~ , I 1 / / 1~% ll~l I I I I / ~ ~ ~ / / l / / I II / ~ ~ ~ j 1 / r 11~' I IIII i / ~ ~ / I l rr I ~ 111111 I ~ ~ Pu~mc u~ vv _ ' DO NOT SHOW EVERY OFFSET TRANSITION FITTING ETC. THAT MRY ' BE REQUIRED
/ I P moo v II 1 Illlll~ r`v ~ ~ f FOR A COMPLETE AND WORKING SYSTEM. 19.
1 / M~~ 1 1 II~ ~ 1 ~ PMNPIG NFA / 1 r ! / Illl~l fl I-- ~ ~ ~ ~ ~ ~ THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
1 ~I I1 ! ~ ~ PIAfNG AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. PIAfN°
1/ 1 ~ 1111111 l~ ,'/r A\ ~ IAEA 1 1 III - / A r. IAEA
l ~ VIII II~ ~ r~'~~ 16 I x.. 1 ..x 1 ~~vvv I iv I v ~ I ~ ' i- ~ i ~ / ~ ~ 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
/ I \ \\~I \ \ ~ j„ - - - / ~ BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
\ 1 / - I ~ « / Irk ~ . '-ta - ~ ~ DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S ~ ~ ~ REPRESENTATIVE.
I ~
/ r ~ ~ I I AA v~A A r / I r / r 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
r r / / _ ~ iNOExEOO I ~ ~ I w 1 ~ 1 ~ ~ x ~ ACCUMULATIONS OF W ASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
/r I I ~ x OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT.
/ / / • MP ~ ~ ~ / I ~ I i / //i' ink ' ~ ij ~i~i IN GN 77 .GT \ 1714.07 ~ 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE-CONSTRUCTION CONFERENCE.
MFA / ii i'' ~ ~i ~ \ \ ~ 1 \ ~ ~i ~ VAA I 1
r A~A I ~'°j iii j~~ 1-~- ~ 0 ~V~ ~ rr, ,too. 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
j ~ r l ~ ~ I ~ \~A ~ ~ ~ ' J~I. mom' I I 1 ~ VAA BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
r//l 1 I I AA VAA r FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
r~ / 1 1 1 v v vvv v / ,Jm / /III ~ ~ v v`~~v v v SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
,r / I I ~ v v~ vvv \ / / / / i v vvv v v / / ~ v v~
i ~ 1 v vvv vvv~~`~ / / / , ~ vvv vvv vvv ~ v~ A
/ / ~ ~ ;v ~ vv\ ~ A ' ' -vvv vvv1 i v ~ NOTES:
,r',~ ~1 ~ t o 1/)~ r/r 1. SANITARY SEWER & EASEMENT INFORMATION TAKEN FROM BONEY & ASSOCIATES, INC.
~ 1/ v v vL % ~ i / \ ` \ \ t^ v ~ DRAWINGS PROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS DATED OCT. 10,
1998.
iv ~~\vv ~v v v ~ 2. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE
~ ~ c v v ~ \V v ~~v v~ ~ v ~ v 1 vv v v CITY OF RALEIGH DATED JUNE 1998.
~ ~ vv vv vvv\v vA ~ ~ v ~ I v v v ~ 3. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
~ ~ ~ 1 V AVA~A A \ \ \
Z \ I V A A ~ \ \ V I ~ V V A~ V ~ ~ ~
~ ~ A 1 1 _ I VA~V A \ I ~ \ \ \ J14 O ~ ~ I I AA~V A
OJ ~ 1 1 I ~ ~ V
m ° EROSION CONTROL NOTES

0 1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEI ~EVICES AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FIND
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC. UP TO FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS AI A DESIGNED CAPITAL AREA GREENWAY SYSTEM ALL REAS ARE STABILIZED COMPLETELY, GLA
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. a 4L INSPECTOR.
Q ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH NORTH
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION DINING EROSION CONTROL MEASURES AND CAR®LINA
MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AR~ 45. TO BE SEEDED AND MULCHED WITHIN 120 DAYS. CHECKED GLq
m " 8. WHEN VEGETATION HAS BECOME ESTABLISHED CALL F~ SHED, CALL FOR FINAL SITE INSPECTION BY
CONSTRUCTION SE UENCE Q 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. J APPROVED JLM
LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION 1. OBTAIN GRADING PERMIT. z
H AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE COMPLIANCE. SUBMITTED JLM
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS 150' 75' 0 150' 300'
N 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 1"=150' HAVES, SEAY, MATTERN 8c MATTERN INC. SCALE COMM.
THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. W J 9
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. ARCHITECTS - _ 1"=150' N0. 7522 F1NAL D I - ENGINEERS PLANNERS ES GN NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G4

~ / ~ ~ i ~
GENERAL NOTES
~ ~ \V~\V ~ ~
~ ~ ~ ~ i. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION.
~ 10°5
~ ~ l - q ~ ~ 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
~ ~ ~ ~ ~ V~ \ \ ~ ~ ~ ~ DAMAGED DURING CONSTRUCTION SHAL L BE CORRECTED BY CONTRACTOR.
/ ~o°s e
~ I ~ / ~ ~ \ ~ A ~ , _ ~ 1\V~ ~ 3. CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE. ~
l I \1 ~ ~ ~ 7 I ~ ~ \ \ 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
~ ~ / ~ 11 V~ ~ \ ' OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
/ 1 V ~ ~ \ ~ \ V~ ~ \ ~ ~ ~ ~ ~V~~ \ ~ \ RESOLVED PRIOR T 0 CONSTRUCTION. 2 ,
\ _
r / ~ \ ~ ~\V~ ~ \ \ 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND
~ ~ ~ ~'F \\V~ ~ ~ \ \ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR T ~ 0
~ ~ - ~ F ~ \ \ ~ CONSTRUCTION. 227
~ ~ \ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER
~ ~ \~V ~ ~ \ ~ DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED j ogaa~ m
OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE ~ ~ ~
_ ~ ~ ~ ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO
I ~ ~ \ ~ ~ DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 2072 of ACCORDING TO DETAIL. x
29 8
I A ~ _ \ ~ 2 7. LIMIT OF CONSTRUCTION iS TO BE PERFORMED WITHIN EXISTING EASEMENT, 2°'z
I I ~ \ I \ i~ ~ ~ ~ ~
~ ~ ~ 1 ~ ~ i 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS ~ VICINITY MAP
~ ~ ,e ~ ~ ~ I I ~ ~ 11 ~ CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
1 / / ~ ~ ~ ~ OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. i
- ~ ~ ~l / i
r ! ~ I~ II / ~ \ I ~ r, I~ ,gym- of w~c~'' / ~ ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
i I I ~ ~ I C I I ,,,a ~ ~ I , ~ ICI Ii,ll / ' VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
i I ~ ~ l~l 111 ~ / TO PROVIDE 8' VERTICAL CLEARANCE.
~ ~ ~ I~ ~ ~ I I /
~ ~ 1 ~ ~~I ~ ~ ~ ~ ~ ~ I I / 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR.
~ / ~ ~I II / ~ / \ ~ ~ III o
~ ~ 1 ~ I~ I 11. CONTRACTOR SHALL PROVIDE STORM WATER "TAIL DITCHES TO PROVIDE POSITIVE
~ I .V, . ~ ~ ~ ~ r , \ ~ ~ ~ ~ ~ ~ 9 DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
~ 1 ~ r~. ~ w I I \ / ~ I w I I ~ ~ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
~ ~ I 11 ~ ~I I ~ ~ ~ / 1 III ~ /
V ) ~ 1/ /l I ~~V ~ ~ ~ I (1 - ~ ~ ~ (II 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
\ I ~ a i II `l I~ ~ A ~ ~ ~ III ~ CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
A ~ ~ ~ ~ ~ l ~ ~II~I 'i ~r
~ \V~ \ V ~ ~ III I!I - ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL
I ~1\\ ~ ~ ~ ~ ; ~~Il,,ll i// / MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
I l ~ ~ )I ~ ~ r i 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
~~x~ y ~ ~ I / 11 ii s~ ~A I I i l i i i SCHEDULE.
~ J ~I~ ~ ~
\ \ ~ I I I~~~ / ~ iii 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
~ I x.. I II , I / / ~y~ STATE, COUNTY AND LOCAL CODES.
v V ~ ~ l l I, ~ ~ \ ~ ~ II I~I~ ~~i r~ ~,~A ~ ~l~ II I 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
~ , ~ ~ ~ ~ I~ ~ ~ ~ ~ / / 14~, l ~ ~ ~1 1 I~ I I~ EQUIPMENT, ETC. THAT MAY BE REQUIRED.
~ ~AV ~ i g i I C I ij l l/l ~ / ~A ~A ~ y ~ 1 II I I' ~ / / / ~
~ C ~~A \ \ ~ ~ ~ I I '1'~li r~~ //~,i 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND
V~ \ \ ~ ~ / ~ 1 1 ICI '1~1~ 11 ~ ~ ~ / DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED
FOR A COMPLETE AND WORKING SYSTEM. 19.
~ ~ ~ ~ , 1 \ 1i , \ ~ ~ / THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
~ ~+k' / AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
~ ~ ~ ~ i 1 r? 1 /
_ ~ ~ ~ _ 1 ~ ~ ~ _ ~ - ~ 111 ~ ~ / ~ ~ ~ ~ ~ _ 1 ~ ~ ;/r 11 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
/ ~ o ~ I Ate I( BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
~ a ~ ~ II ~1 1 ~~II /iii ~ 0 1 ~I ~ ~ 1 V A ~ ~ ~ ~ ~ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
FF ~ ~ t Ii ~ ~ ~ -,H \ ~I~I //i I - ~ ~ ~ I #I /~i DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.
o ~ ~ , ~ III ~I!I V ~ ~ ICI d/
~ ~ v~ ~ ~ 1 f < < % llI III i / \ ~ - ~ ~ ~ \ ~ ~ 11I / ~ 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT.
/ H~~ , ~ ~ ~ . 'd i ~ PIGEON ~ I ~ _ - iii
22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
~ V\ ~ ~ C~ i ~ ~ % ~ ~ CREEK ~ ~ PRE-CONSTRUCTION CONFERENCE.
CITY OF RA H aeaaNC ~ ~ ~s ~ I ~ ~~V ~ ~ ~ ~ mow-- ~I ~ ~ ~ - . - 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
V~ ~ ~ 1 y ~ _ _ , ~ ~ ~I 117 / BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERITY
~V ~ ~ P~,p ~ ~ ~ ~ ,I i I FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
~ _ ~ ~ ~ ~ ~ c ..I ~ /ice
~ ~ ~ ~ ~ . / i -dam - K"a 0 ~ ~ ~ o ~ i _ r ~ m1p
i ON 1 ~ ~ ~ ~ ~ L ~ V I ~ /////j / INDIXm ~ ~ A~ NOTES:
1. SANITARY SEWER & EASEMENT INFORMATION TAKEN FROM BONEY & ASSOCIATES, INC.
2095 n~ 2 .m, ¦ ixoow d0"m4. ~ 2095 X91 IN ED Ox h 3 ~ 14.m , uu u DRAWINGS PROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS DATED OCT. 10,
+ ~5 1 2x3 NoN ¦ 1998.
NpN ~ tr pxq C m3 R2 M ~ ¦ an + 2x4 2xc ~ ,f • ,6 ~ ~ wo ~ ....~3
emn m o ~ ~ C 1? i 2NJ My 2. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE CITY OF RALEIGH DATED JUNE 1998.
E 209 "6 ,,gyp u p, 2x3 1591
L O x-89" 2N3 95 ~ gp ~ ~a 95 m . 3. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
8p ~ W 21b 5 1
s~ 1a (1 s) b° ~ 95 1ry1 a.• zx3 eo ~ 2095 ~
o n ao 0 ¦ 2x3 9 ° SSx e
CU ~ ~ 2x~ n (t) ¦ ~ ® ° 7
CD tN4 ML 11p m O
N
EROSION CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4, BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEEDED, 0 AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED G FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC.
3. STABILIZATION IS THE BEST FARM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STA. D CAPITAL AREA GREENWAY SYST REAS ARE STABILIZED COMPLETELY ESIGNED GLA E
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AN6 FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. 'ECTOR.
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. _ DRAWN NC RALEIGH NORTH CAROLINA
w SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CONTI :ROSION CONTROL MEASURES AND
W MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. CHECKED GLA
m TO BE SEEDED AND MULCHED WITHIN 120 DAYS.
CONSTRUCTION SE UENCE 8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINS Q J 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. CALL FOR FINAL SITE INSPECT{ON BY APPROVED JLM
H LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION 1. OBTAIN GRADING PERMIT.
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE. 'LIANCE. SUBMITTED JLM
N 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS 150' 75' 0 150' 300'
5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. 1 "=150' HAYES SEAY MATTERN & MATTERN I scALE COMM. NC.
W ARCHITECTS - _ 1"=150' N0. 7522 ENGINEERS PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G5

\ \
~ \ I I11 I PARKING ~
y AREA
- CONSTRUC ON ENTRA E MAY ~ \ ~ ~
~ ~ ~ ~ ICI ~ ~ VII I
BE LOC D AT CA RE CHAS / ~ - ~ ~
APAR ENTS AT TRANCE T - LOG G 1RAIL. ONTRACT \ \ / ~ / ~ _ _
M T OBT IN ERMISSIO ROM
PARTMEN FIRST. C ACTOR /
SHALL B ESPONSI FORA
DAMAG TO AP E. \
1 ~ ~ ` _ , ~ ~ _ ~ ,
~ ~ ~ ~ ~ ~i ~ JII~~ I ~
IST. GRE WAY NOTE: ~
~ SEE ALL D1STU ED 1 ED / ~ ' I ~ ~ ~a~ °
CIFIED
M~iURE _ _ ~ / ~ i I ~ ~ ~ / ~ ~ I \I 1 \ / / ~
~ \ SEE DE q~H OIFriE E - ~ ~ s
D29 7
~ SEE SH N0. C77 OR ~ ~ ~ ~ ~ ~ ~ \ `KEY MAP
, ~RLAN P FlLE TFF~S
~ \ ~ - LO ION FO RE DEj°AI ~ ~ ~ ~ /I~~ I ~J~ ~ ~ \ \ \ \ 1 PqR NO SCALE
\ ~ \ I I II i ~ ICI ~ \ ~ LEGEND
~ oc~~~ ~
~ WALK / I I I I I \
\ ~ ~ \1 D I L ~D AILING WALK ~ ~ OR m EXIST SS MANHOLE
~,C~ EE DE II 1 / TRAIL EDGE
\ ~ D D2 7 D27 \ \ \ \ \ ` ~ ~ 2 e oz~ ~ ~ ~ 1 I ' I J ~ TRAIL CENTERLINE
F ~ ~ ~ ~ ~
BOA WA ASRdAL ~ ~F ~ \ Taai~ Nsinori A ASRdALT i ~ / ~ ~1 ~ I II I / / TRAIL SHOULDER
NSITION - THE N OF fQ IGH Y I I I i
T ~ SEE IL ' IL N TO ACQ E ADDI I~ I I I / - ~ TRAIL ASPHALT
SEMENTS OR THIS ON E~. GREEN Y of n-~E i~. I II I ~ I ~ / ~OOQO~U CROSSWALK
~ D27 '9/~\
/ / / TRAIL PIPING
~ UPPLI~D AL7'fY III II PARKING / /PARKWG ~ BOARDWALK
_ ~ INSTALL Y CON CTOR ~ - SE ETAIL \ \ 0~oc,~ \ I I AREA I I I AREA _ ~ = EXIST TOPO
KI ANIS ~ INSTALL ANbARD AI DESI N AL~1 ~o norils I ~ 2°0 PROPOSED TOPO
. - ~ B CH LOCA UNL S OTHEp NOTED.
SEE DET ~ S DETAIL III ` 1 x259. SPOT ELEV.
/ \ D28
~ / ~ / ~ TRAIL ~[J SITION 0 ' z 1 I ~ ~ wiz+oo STATIONING
P,JF EXI TRAR - EE
/ / _ D AIL Do \ \ \ ~ ~ \ I\ I I ~ 1 I I I 1 I ' ac - ,a+os.,s POINT OF CURVATURE
/ ~ \ \ I I ~ ` ~ PT ~ 12+54.15 POINT OF TANGENT
~RA RECEPTA
I SU LIED BY 1 1 I p• I ~ ~ P NG ~ ~ SF-SF- SILT FENCE
/ I TALLED 6 \ \ CONTRACT - ~ / I~ 11 / / SE ~E / ~ ~ I
~ 2 I ~ ~ \ AR
LEIGH ITY~O D28 ~ , -J I '0~ INDE N 1 5.1
\ C ~/ice- ~'1~J
\ / I ~ ' \
/ ~L / / \ ~ ~ ( ~ E~ . RIDGE ~ ~ \ / I
SEE SHE 0. C18 F R
~ \ / j ~ ~ / ~ XIST. TRA ~ \ \ PLAN R FILE 0 THIS
\ LOCA N F R M E DETAIL
/ I I 1 I
~ ~~i~ , ~
~ ~ ~ ~ / / ~ ~ EXIST NWi~Y ~ ~ ~ ~ 1
\ ~ \ / / ~ / \ \ i \ ~ wS~ I 1 AREA G
~ \ i BRr I \
~ \ ~ ~ ~
/ / ~ s ~ ~ i / ~
U ~ \ ~ ~ / ~ o I ONS'fRUC N ENTRA E MAY
z ' / / / / BE LOC D AT iH ND OF
NOB D. CONTR TOR SHA
I ~ / ~ / BE SPONSIBL OR ALL
1 D AGE TO STING TR \ 25a~ \ / / / / \ ~ I /
NOTES
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. N
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. .D (SEE SPECS.). DESIGNED cam, CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, EfC. WILL BE CONSTRUCTED TO 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GRADES. ;UCTED TO EXISTING CRABTREE CREEK TRAIL
DRAWN NC RALEIGH, NORTH CAROLINA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM SITE
6. TOPOGR4PHIC INFORMATION PROVIDED BY WAKE COUNN GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED ,J~ ~~'Y
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS (LAGGED. IF JUDGMENT IS r•=so• HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS 1"=50~ N0. 7522 RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEEP L~

\
LEAR & OVE DEB S
J ~ 25fl0 ~p FROM EX . CHA N S ~ ~ o . o-
~ s \ / FOR P ITIVE DRA AGE 9~ D P E ~ae.e , ~ _
\ x IN XIS . ALE - s y,~~ O~IBL ONST. E ACE ACE \ ~
\ ~ k, ~2 L ATI ~ \ INSTA STANDA TRAIL A AL BUIC .
\ \ 3 DE N IN ALl C TIONS CO A TOR U OBTAI ~ ~ , ~ o OBTAI ~ a
~ ~ U ESS 0TH ISE NOT P I~10 FI ,AND . J ~ ~ \ E DETAI ~ A BE R 0 BLE 0 AND
' BLE 0 ~ ~ T E
~ ~ o2s A D T SIT E,FI ~ \ DE \ ~ PARKING ~ A~ SMITN BUIC
AREA O ~h
~ ~ ~ 5~ HDPE ACE 2s \ ~ IND \ \ IN XIST WALE \ ~ \ xl .5 C~
~j X'°°~' _ ~ LOCAT
/ \ / 7 \ EXIST. GR NWAY /1" ~ - \ c Q, ~P
- .
/ ~ / 12 ~ x t99.o 9
~ -9 \ IND ED N 15. N 15.13 -N-
- 39 / / ~ i S L~ROCK PARKI
CK DAM- 2 SEE DET L \ A A ~ ,
- 029 7 \
J N0. 18 FOR ~ ' SEE T \
P PROF OF THIS \ \ KEY MAP PARKING
C ON F MORE D AIL $ \ AREA NO SCALE
\ ~ \ ~ \ F
~ \ ~ PARKIN I PP GN SU LIED BY CITY INSTAL PE IAL C01~&.
~ ~ ~ \ 1 ~j EE EET N0. OR AR ARKING / (I ALLED BY NTRACT R) TRAIL SI UNDER B GE r2 ~ ~ AREA _ S TAIL 3 - S DETAIL
2 P & PROF 0 IS ~ INS W J_ / s INST L TRAIL SIGN __1 o2a
J CATION F MORE IL ~ BE C LOCATION ~ ~ A STONE SEr ~2s
~ E DETAIL \ ~ ~ ~ S . 14+45 D
x 1 .3 \ \ 028 ~ OR m EXIST SS MANHOLE . ~t
• \ SEE SEE bE x 206.4 ~ TRAIL DE w/ TRAIL EDGE
\ ~ / ~ ~ \ 200.5 x ~ / ~ \ ~S CE AIN E
/i\ \ ~ 50 A TRAIL CENTERLINE
\ ~ xis .e A ~ OP. ST EXISTING . 3A ~ ~ S E DET L SIDEWALK
OF 4 DR ~ c~ TRAIL SHOULDER
/ / \ 9 / x - SEED AIL 3 ~ 3 _ _ 100 1973 o2s ~ o TRAIL ASPHALT
02.5 \ ~ _ 4 / \ y,
\ ~ \ ~ e 6218 ~ ~ . ~ ~ ~ CROSSWALK
o~ . zo \ \ \ A~ I _ ~ ~ -TRAIL PIPING
~ ry / K ~ 5 CONC. IDEWA
~ ~ ~ NOTE; , ~ ~ x207.8
ALL ST BED ~ ~ / SE \ ' , ~ - ~ ~.,e„a.,~ x' = BOARDWALK ~ ~ ,
-f \ AS WI ECIFIED \ \ / \ ~ ~ \ ~ ~ _ gee _ EXIST TOPO
\ ROUNDC R MIXTUR - \ \ / /
SEE DET s , \ \ \ ~ zso . g PROPOSED TOPO
~ 029 ~ ~ \ / \ ~ ~ ~ ~ f / \ - - ~ ~ - - ~ ~ ~
\ \ \ x25s.~ SPOT ELEV. f _ H ~ ;
^ 4 35A ~ ACE IN ~ ~ -f- ?sr ~ ~ ~ 12+0o STATIONING
22 PARKING ~ ~ ~ / \ AREA ~ J ~ N T ~ ~ t ~ A TION ,
y TH CITY OF H MA ~ - ~ ~ ~ ~ ~ ED TO AC IRE ~ ~ : ~ ~ PC = 13+06.19 POINT OF CURVATURE
~ ADDITIONA EASEMENT 0 ~ ~ ~ 53) ~ ~ \ i--
\ ILL IN SAP WEE ^ ~ ~ J ~ ~ ~ PT = 12+54.15 POINT OF TANGENT
202s x \ G AY LOCA S~ x 201.4 \ - ~
SF-SF- SILT FENCE EXIS ENWA
J ~ ~ K ~ 5' CO ~
~ 2m. ~9 ~ P/A 2A \ ~ p (1
n, ~ R G ~ ~
~ ~ ~ A ~ o / ~ -
/ / k / 202.8 ARKIN 97 ~ ~ - c4 -
8. x AREA __s___ Erb zo~.s
J = ~ 0~'tL I~\
~ / PARKING 203.2x C - LOCATION OR
~ AREA 6A 2os.o x ~ MORE TAIL
/ ~ ~ ~ ~ ~
0 ~ PA ING ~'0
\ P KING x x REA O 2os.
x203.4 / \ AREA 20,.4 201.4 \ y \
5
~ ~ \ PARKIN 8
~ / P A \ / \ \ OD4 ARE x 203. \
/ x \ ~
208.5 \ \ / POOL \ J \ / \ - S /
/ / \ ~ x206.4
~ 2500
/ z13.s \ 2.44A 997
/ o ~ 2 O PARKING / ~ PARKING ~ o ~ PARKING
ARKING \ AREA \ ~ AREA ~ 05.9 pd AREA
AREA / 4869 x M
P/A 208.3 P/A 6 ~ \
I' 2 ~S ~ D4 S
x 2as.8 33 PARKING o ? ~ ~
AREA ~ ~ / J ( 206., / G
~ ~ ~ ~ ~ 20 . x PARKING S'
z --s ~o PARKING . s AREA T
^ ~ AREA ~ P~ KING
° ° 0 AREA
N m
m Qi
m
° A T W N BOUN ARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. 1. CONTRACTOR TO VERIFY C UAL ETLA D D
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
0 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED S ~IGNATED (SEE SPECS.).
DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. ° 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTE CONSTRUCTED TO EXISTING
N / DRAWN NC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES.
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
4
H Z 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100' 1 "=50' HAYES SEAY M T SCALE COMM.
r A TERN & MATTERN INC. ~ 1 "=50' NO. 7522
' 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
H REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEEP L2

\ a
~ ~ R 0.73A ~ 2500 ~
P KING \ J / 2139 a 0 , o
\ AREA ING PARKING J \ p l°`~ R AREA ~ ARIA
~ 2500 \ ASE
_ 3147 \ •
x 203.8 x 204.6 x 203.2 ~ ~ .10A ~ 15 PLACE I \ ~ PARKI °M ~ NG
N E PARKING ~ ~ O v r' o
~ \ f ATION 2 \ ~ / AREA \ ~ J 1 ~ AREA
~ ~ i 2 ~ ~ s ~ ~ / a o
~ PARKI o \ C 105.0 p
\ A A \ \ \ ~ ~
I ,
31 \ ~p ~ ~ ~ D 1
~ 2.74A ~ ~ ~
x 2oo.a \ \ ~ ~ -N-
~ SEE SHEET N0. 2 \ \ \ 509 - (S ~ ~ C21 FOR PLAN & ~ 2o7s x
~ - \ EXIS GREENWA \ 7084 \ \ ~ \ OFILE OF THIS
9 0 ON FOR \ PARKING \
\ \ MORE D IL CL & RAM ~R AREA ~
\ ~ OM ISTI ~Ck17~NN K 201 PARKING KEY MAP
FOR POST E DRAT \ ~ INSTALL STANDARD IL ~ AREA >IL x 202.9 x 204.6 NO SCALE
\ \ - DESIGN IN ALL LOCATIO \ \ \ \
\ \ ~ \ NLESS OTHERWISE NOTED. 00 \ ~ TED. NOTE: THE CITY OF RALEIGH
\ \ K ETAIL 1 77 2 \ D26 ^ MAY NEED TO CQUIRE ADDITIONAL EAS MENTS TO
\ \ FILL IN THE GA BETWEEN
\ 0 \ / ~ ~ \ GREENWAY LOCA IONS.
(S 11 \ \ \ \ \ /
\ i \ ~ PA IN~ \ ~ ~ OR ® EXIST SS MANHOLE E~-T
g \ x~ (3gs REA \ \ ) ~ SEED ALL DISTURBED Q ~0 PARKING 8 IT~ SPECIFIED TRAIL EDGE AREAS W
~ ~ P RKING GROUNDCOVER~MIXTURE AREA
\ \ \ \ o \ \ REA ~ -SEE DETAIL 2.17A TRAIL CENTERLINE s 'ti
~ \ x \ \ ~ 0 029 EXIST. GREENWAY n
\ .s \ ~ TRAIL SHOULDER 2500 ~ ~
.47A 1 \ ~9 ( ) 3g ) 0867 x zoz.s ~ 6 TRAIL ASPHALT
205.3 IN A L CATC B SIN TH 18 E .7 0 q
586- ~ IPE FIELD A S \ \ ~ CROSSWALK
1815 ,~o \ / \ 1.17 203.5 LO TIO TO TCH LOW sp 1~ \ x ti ~ J NSTAL PROP. .FENCE
O A R ~ g \ ~ P INT I P ING ARE ( FIELD JUST TR 0 TRAIL AT K OF - ~ TRAIL PIPING
K 20x.1 EXIS . M.H. LOC IONS. NO \ ~ \ 25 -SEE E IL 4 \ ~ 0 BRANCH EE D ~ SUPPLIED BY CI
A CURRENT ~ \ 8 \ D28 2500 \ ~ 13 CATIONS E SHOWN ~ x a . 5 ~ BOARDWALK
9 41 \ ~ 0 2 I ALINED BY CONTRA TO ~ NG ~ DETA 3 _ z-~e°e _ EXIST TOPO
PA ING ARE ACC AT . FIEL VE FY ~ ~ PAR NG \ ~ i \ 2 EA v
EA ~ (0.31A) x~5 \ \ ~ PROPOSED TOPO NSTRU ON ENTR CE
/ ~ ~ PAR NG ~ \ ' HDPE P CE IN SE AIL s zoos
2 \ \ 1 \ A 2 5 \ 6p x \ ~259.~ SPOT ELEV. . SW E o
37 6 x \ \ LOCATIO
13 \ 9 ~ \ vN ,2+ao STATIONING TR
v v v ~~v A\ \ x ~ K G v~ .1 TAIL PC = 13+06.19 POINT OF CURVATURE
~ x 205 \
PARKING ~ ~ \ \ / ~ ~ PA 'I PT = 12+54.15 POINT OF TANGENT ~ ~
AREA 2a4.4 1 K D4 0 ~ \ \ \ ~ EA ~ '
x20 ~ \ \ g ` ~ ow SF-SF- SILT FENCE ~ ~
W ~ 203.6 ~ (ig " c9 / ~ ~ \ 8) _ ~ ~
~ 2 .3 ~ ~ g4 \ ow 94 ~
(•6) ~ \
o \ PAR G / \ \ B CH L ATI 20 .
~ ~ A A 2 \ CU & C EAR ROP. N \ \ ~ ~ SEE DE x :MOVE EBRI ~ ~
CH F R P SITIVE D AG ~C EMOVE EBRI c 0654 OR PA K G AREA ~R ANNEL, ANNELS „ o2e \ \ x
\ 3 F P GE GE
~ ~ ~ \ EXIST. E WAY ~ ~
\ \ x PARKING \ ~ \ ~
~ 2 o ~ AREA ~ \ J ~ _ ~ ~ .23A
1 \ 198.Sx x 205.0 / ~ 19 i 1 a 197.
\ \ - ~ / / n \ 1! 2500 ~
PA / ~i ~ PARKING / v ~ \ Q \ ~ 2577 \ D ~ \ x T \ '°°A 2597 t~
~ AREA PARKING \ ~ C AREA S' \ y ~ /
/ ~ ~ \ ~ ~ ~ + ~ x \ \ ~ ~
\ \ /
\ ~ \ \ \ ~ \ (~8 \
6 4 ~ o \ 0 \ P/A \ ~ \ \ ~ ~
~9 0.43A ~ c ) 8 \ ~ \ ~ 18
\ \ \ \ \ _
\ r- \ 1198.4 2500 I K \ \ \ LOG
~ 13.2 \ 0448 2os.i x zoz.s
l 5 200 ~
1~ \ K ~ In `Z 0 I ~ ~ ~ ? \ ~ ~
rn ~ PARKING ~ PARKING x,s~ ts7 200. X~`
2455 AREA ~ AREA /s~s x 1ss. / L ~ S S N . ~
~ 147 ~ _ \ ~ 22 FOR P \ x ~ -
w ~ 1s \ ~ FILE THIS \ ~ -
~ (78) 77 ~ \ Q ~ \ J ~ x ~ L`QE OR ~
\ \ ~ ~ \ 198.4 x ~ ~ OR ETAtI: \ 198.4 \
\ \ \ (p \
.69A g 2500 ~ ~ ~ \ \ x 201.2 I 5 o ~ (0.44A) \ \ \ \ \
0 1 s/18/0o AS PER DWQ COMMENTS GsL cwA
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY 1N THE FIELD PRIOR TO CQNSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. °
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STQPPING LOCATION.
a 9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED M1X. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS. . EE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTII D TO EXISTING
GRADES. DRAWN RNC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. W
w CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m
MATCH PIPING TO DITCH CENTERLINE. U APPROVED JLM
J a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
Z SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100'
1"=50' HAYES SEAY MATTERN & MATTERN INC, SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST,1999 SHEET L3
u_

AREA o \ / [ / / ~ T R TRAIL PAREA G D4 e /
~zos.e / T S L 40' ~N
2~ - J O ~ / / / ~ HER AIL ROAD
N / / / D3 .2o~.z
2500 ~ P K G AR
X18" E PLACE ig" pK hN EXI T. BEFORE CROSSING R/R A A
97 ~ LE AL CA / j/ ~ FR3T NOTIFY CSX 0
RAILROAD AND
E .1 ~ / / ~~~j / h PERMI BE 0
~ UCTION. ' v ~ \ ~ 4A
/
i O
R AN REPLACE ~ NO E CITE F RALEIG
+ ) / / 2500 MPER A k~ N / B 049 UNDE MP S L-O~T N Y NEED T ACQUIRE
UNDE RAIL. EET NO pd DDITI NA ASEMENT TO
X42 INS lL STAND D TRAIL 12 OR D IGN IN A LOCATION CONS CnON E LESS O RWISE NO D - SEE TAIL 12 OR MORE TAIL FILL I E GAPS B EN ~ / GREE AY LOCATI S.
ST CTION EN
SEE ~ e TAIL B
D28 9 9 NCH LOC 0 -
SEE D T KEY MAP E ~ NO SCALE
o ~ 1 HOPE PL E I E SEE EET N0. 2 FO 2~4"~ ALE LOC 0 E RGEMENT F THIS N0. 2 FOR o28
31 ~ CAPON F MORE :NT F THIS ® / MORE AIL
AR ND 0 E C STRUCTIO ENTRANC
KRIS 0 EXIST. ~ Zo2z .z E DETAIL s
CHANN~ OR P SI 1 ss. N D29
"~9~~9 DRAINA LAC 'LAC
~ ~ I XIS + I 12" PE LAC IN EXIST. ~ OR m EXIST SS MANHOLE
INDX 175.17/ ~ ~ / S lE LO AT TRAIL EDGE 0
L71 ~ i
REAS WI DI SPEC L TRAIL CENTERLINE O
EE D AIL ~ N TRAIL SHOULDER
8g 029 ~ ~ ~ ~ Rqe EE ARE K
TRAIL ASPHALT
L 3 3k za 20 3.15A a ~ CROSSWALK
IST. GR A 3k ~ ~ ~ ° 196.2
_i TRAIL PIPING 5
~
zo5. BOAR DWALK
1 ~ F M EXI NE i , . x 9711 ~ = _ EXIST TOPO
,~sa.i A ~ VE D IMAGE. EXIST. G NWAY SEE EET N0. 4
4 ~ 280 ,~s.a PROPOSED TOPO IL
IN XED/0 / s ~ SP CIAL 7RAI E L 0.79A DER BRID p 1ss.e
171 7 x X259. SPOT ELEV.
_ 2~0 ~~~~~f \ ~ ~
315 \ / ~ ~.e ~70 ~'~s+oo STATIONING
/ ~ 1 W PC = 13+06.19 POINT OF CURVATURE
I ROCK CK
mss-.- PT = 12+54.15 POINT OF TANGENT ~ o1.a ~
29
SF-SF- SILT FENCE
~ ~ ~ ~ l/ ~ l/ i ,A zs
i ~.OOA \ ~ / / Zf~e x 199.8
W \
~ EXI . GREENW O
~b?7 ,~qrl~ 1 / $1 / / / ~ 2500 / ~ \ ~P~\ ~ E~/ / P
SHEET . C2
LAN do P FlLE OF S
\ \ , ~ / , ~ / 250 OCAl10 FOR MOR ETAIL 1~
/ \ ~ ZOl.2
/ / \ / 9023 9 ^ n
/ / / 206.2 V 20{.J
0) r
_ ~ ~ ~ / i~ ~ 11 /~/n >>4 Zoe
44 1
--~~~ii zo.2 - PARKING iii ~ //l ///I ~ PARK G
AREA A A zols
~z9 / / / / zws ~ _f PARKING xa.' /
- ~ ~ / / / I'~ ~ AREA ~ A 2500
a9~ ~8 2s~ 2974
(1. 7A) J
~ J
i-~ ~o xzo .1 500
23~ PARKING 4
~ / \ \ PARKING ~7-~ / ~ ~ AREA zoz.e 3 ~'W \ r '4 AREA
~ x zoa.
/ I~ ~ \ ~S PARKINR N
" vsp 25~2~9 z~,~ / \ AREA ~ / co PARKING ~ PAR ING
AREA S AEA q
4812 ~ ~ ~ ~ T O ~
NOTES
1 9/18/00 AS P GSL GWA ER DWQ COMMENTS
1. CONTR4CTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
o BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10.CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPE D (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
71. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, EfC. WILL BE CONSTRUCTED TO 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF R4LEIGH, DATED 7/98. GRADES. UCTED TO EXISTING
DRAWN NC RALEIGH NORTH CAROLINA
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNN GIS ANO IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1"=50' HAYES SEAY MATTERN & MATTERN INC. SCALE coMM.
7. SAVE AlL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1 "=50' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L4

~...s... ` ~ w f
" - r; NOTE: / '
15 HDPE. PLACE .IN"EXIST. _ . 1~ HDPE. PLACE-JN_..EXIS~...- - _w. ~ POSSIBLE CONSTRUCTION ACCESS ' J . .
WALE OC AT1~N _ SWALE..I~OCATION , S _ ~ - h - IN ALL TRAIL ESIGN W y MAY BE OBTAINED ALONG EXIST. • % '
1~A-STON TkIIS._SECT_".N-y` Y' SEWER- EASEMENT FOR THIS SE~'10N ~ > ,r - - . f - - t, ~ m , - OF-TH€- TRAIL. CONTRACTOR SHALL ' r'
- ETWEEN A. 64+10 ND ~ , STA. 72 0. SEED AIL . l,,. . r ~ --BE RESPONSIBLE FOR ALL DA AGE , ; r r - -
_ SI'A'fION EGIN - TQ--EXISI..SEWER EASEMENT. r ,
x 2 ,~ALTERN E TRAIL y D26 - - , . r i / .
r i .9 5 ~ - _ ~ `i Z ;
n ~ THE CITY OF RA ~ IGH r~-~ ~ MAY NEED TO RE-' - ~I
~ \ x ~ f I ~ x ADDITIONAL EA S F-OP{ r' ~
w r _ EXIST. AY p 193.8 w ~ AY ' THIS SEC110t~j'' (ZF E' TRAIL. lr/~' / ~ ~ .
r"N 92.2 j c i' ~f ,
i ~ i i~ i t / i i i i i / i i i i ~ i i i~ i~ i~ ~ ~ i i
/ ~ - ~ SE SHEET.•N6. 4 .F~R ~ - I
/ ~ ~ i~ / ~ ~ f PLAN,-8s FsRpFILEJ;t~` THIS , : , . ~ ~ , '
r' ~ NCH LOC ON - , ~ r, ~ _ _ 197. x -SEE DE IL ~ ~ ~ ' ~ ~ ~ , , , LO ATf~I~ Q&~M,fjRE DETA1C ~ , ,,r - . ,
. _ D28
~ T '~~r,;'` i` ice' ! - ~ r
_ r' ~ f '
%f'%,~%' _ TURN THE TRAIL SHARPLY ~ ! I KEY MAP
1 ~ = ;:-.r ~ ~ ~ AI~tD- GRADUALLY INCREASE j NO SCALE
- = THE GRADE UP ~FkIE
/(~~u'`~ ~ ~.i'r~ _ ~tiT V11 ~ , - - HILLSIDE, ' r" r I I
~ i r ~ r i ! ! ~ / r'~ r~• 1 t
92~ ~ i 0` ; ~ i ,
_ _ ~ i ~f ~ I
_ - , :,,f ; ,`,tl . ~ . _ PARKING AREA ~ ; ; ~
! r ~n _ _ r', ~ - ~ w .fit,. . -1;.~~~,~': r',~~ ~ ~ ~ OR m EXIST SS MANHOLE , r j ,
d _ " ~ CLFAR ND REMO DEBRIS Y , EXIST GREENWA ; ~ , ' ,r,/~,; , PROTECT LARGE AMERICAN ; r,r; I
Fr~O E 1~S ~ , , ~ ` XISTING AC1N~ ! , x 196. i ` C~H TREE IN THIS TRAIL EDGE ~ , ' ~ t` J` ~ ~ O~XIMATE LOCATION. j i ~
- ~ , FO POSITIVE ~ AINAGE. ~ ; r `~~t ~ - ~ - TR LL BE P cED bN - TRAIL CENTERLINE ` . ~ ;
9a.2 ~ , x t . i } f ~kei~/i I ' I 'r' zsz.~ UPHILL
/ , ti i r; ; , > OVtiz-~ ' I ' , `j'' ` X ~ ~ % TRAIL SHOULDER
_ r ~ ~0 ~ ~ ~ r RRE IONS ' ' DEPA MEN OF ~r- ; '~rr`'' ` ; , ~ ~f I ~ TRAIL ASPHALT ~r~r?'~~~~ 'f~ i ~,~j ^ 'e'll j i'. ~ I' ~
97.9 r ~ ' ' ~ I i F KING I ~ i f' 1 CROSSWALK
98.8 ~ ~ ~ ~ \ , ti j xt .6 ~ ~ V ti ~ i~ ~ l I~ l i i~,~ j ~ , AREA ~ ; , ; ~
NOTE: ~ PARKI AREA ~ ~ , ~ , ; ' i ) ' ~ ~ } ` ~ ~ `55 ROWN PO` TIC ~232.~ ~ - ; TRAIL PIPING '
THE CI OF RALEI - x 1 I , , ? ~ r , MAY ED TO A UIRE '
% r l `r` ~ N i , , AD ZONAL E MINTS ; i .a - r`%. i ; ; BOARDWALK
FILL IN T CrAPS ~ " r j ` ~ ` ( . ` I, - ,r ' . ; r'' .2~a
ETWEEN EENWAY ri ~ it , I I ~ ' ~ , ~ ? _ _ EXIST TOPO ~'~fI ~J , 1
II ( I f ~ l, i f LOCATIO ( ~ ' ~ ` ! ` I i ))l ~ l t r r r' r ~ ,i NOTE: i r'' ~ f' SE D ALL ~T R~ PROPOSED TOPO ~ U $ED
rr', AR AS WIT 1 SP CIFI D ~ ~
~ I \ jiiJ l t r ~ p~ rr r` ' ~ Gf~OUND OVER' MI RE x25s.~ SPOT ELEV.
' ~ w~y.r r +1 ' I ' SIT, FENCE ` PARKING ~ ~ r` ~ NSTALL 4 ~ ~ SEE DET I~
1 ~rl, ~ /t' i ) t' F P AREA I ~ AL NG TRAIL of E.. ~ ,2+ao STATIONING ` Dl9 ' ' TH S SECTION BETWEEN
i ~f ~l r t j ~ ~ ` t,,;'' , ST . 72+30 AND 83+20.
200.4 O ! ' ~ f r`,t ; x 1 /r. i~' 11, ! f! , _ !rlr, ri' Pc = t3+os.ts POINT OF CURVATURE ~ S DETAIL ~ ~ ~ ' 5 ~ i
~ T ;iii Ir`t ` % ~ ~ r tr f r j f! i'1 ~ ~ ~ PT = 12+54.15 D32 ; POINT OF TANGENT
~ ! l i 1]!1; rr ~ 1 1 ~ I ~ i,l,~/ i~ / i ~ ~ I~ i, ~ I 1 ~ i
1(; , / ~ ~ SF-SF- SILT FENCE
I f rr i ti t I j i !~''I NOTE: ; i i I i
1 r r'1 1 ifr''/`~ ~ f CERTAIN TS OF,rTR MAY , REQUIRE S GM ~ TAL RET ING~` ' i
~ it ; i IN if , r ~'l1 ~ I ~ DE INSTALL SPE_ IAL TRAIL ' WALLS ALON~G~`UP SID F SOIL l ~ '
i i/r!~ ;.l r, r r i DgSIGN THIS SECTION ~ STABILIZATION. APRRO A~TELY 400 ! ~ ~ r'
/ P KING ~ ' 'f BE • it ' ,r r /rlr, ~ AREA ' ~rl,r` ~ s B TWEEN ST~. 71+75 1JD ~ ~ i f 1 ~ LF OF 12 TO 15 ;~HIGHj ALL MAY,i' i S ;A. 83+20. BE REQUIRED. REQUI ENTS MAY
SEE DETAIL ~ l
i i` ; ; PARKIN ,:1',,`'' i;',r,;`r;' , i t 2 VARY AND MUST BE% ELD yE~FIED i Y 1 oss oss , B SOILS ENGI~IEE,f?. i ;
i ; rrr ARE ''l;', ` 'r' 1 ' ~ . ,l
i ~i ; i , r
xlsas r i~ %rl~ ` / ' / ' - F r
~ t ARKING rl ARKING) ; '
~ ~ AREA W f ~ J I r % 1, ~ t ~ ~ i AREA i ~ ~ t ~ ~f ~ ~ ,
'f ' ~ ' r ~ NWAY ~ ~ EXI EE ~ ` EENWAY r' ~ PARKING ~ s~ „ ~ , , ' i ~
~ ~ ' 1 i',1 'l r , ~ i ~ r!r r ' AREA f ~ ~ i % 9.44A f'
I f r 1 1~ A i ~i ~ i + !f ~ ' r 1` ` ~ PARKING ~ ~ ~ ~ f
r rt • l x198.7 ! J QTR. ' AREA;° RAI AG A~OJUSTMENT , ~
r 1 p t r!J 1r r`r i ~ ~ ( 1` ? ~ , J rr ~ ~ '1 2 00 ~ ~ , 4 _ , ~ iAL,G TRAIL SHALL B ,
I x197.5 t ! ~ f't i/ t I ~3 ~ 11 ~1l,r,! f r 't s r 62 1 f j RE IRED AT VARIOU / , 4 r
t ~ rt r! : r' 1 ~ 1 V i~ ,~0 TS FOR STORM' ATER ) IS RQC ~ OFF F~OM°-PAR ING ~ `
P KING x 98.4 !r r° r ~';,;~1 rig i~ \ ~ RE IS RQC ~ r' r ' i ~ ; NG,,' ALQfiIG NG~' AL G ` ~
AREA , , ~ ` ~ S ON Tf7AiL i r t ' 1 ~ i Jf ! ~ i ~ f 1 s ; ' ~ ~ ~ E-.. SEE DETAIL - i ~ TRAIL , ,p, ~ 4, ~ zai.a ~ . Nl} SHEETS L13 ~ !
r ~ r ' A. 8 +Ot~. N~ S~~t. ~ +00 AND ~ j ~ o3s & L14 ,
t +Ot1. r , r
r` ! l ~ ! PR~4XI ~ TELL 406 r` . ' ~ ~ 11 r ' ` ,0 FEE`~~ ~R;41L~ ~ ~ E`1`•~ TRAIL,.MArY.. % r
l r' ' / r ' I ~ ~ , , ~ ~ R 1RE BLA ING.,, BLA ING.,,...' ~ r
IND ON 1 5.18 ~ ~ ` ~ i ~ r 1 i t. ~ rf 1~ ; J
~ f i ~ 45 1 C ~ f-IJ`~ 1 ~ , t r ~ . J i i r ,
PAR NG a ' i i`, i`
EA ; f ' ; ; ARKING ' / r ~ . v r' ' ~ r , ~ PARKING `
AREA . , ~ . REA
z ` SEE SHEET11d0'S L13 r- i ~ ! I ' ~ i ` r' FOR ENLARGEMJrNT OF ` ; 4RGEMENT OF THIS ' - ;
° ~ ~ ; ~ ~ LOCATION FOR NIflRE ° ~ 1f ~ , ' ~ , F R TA f ~ ; ; OR Mfl E DE IL. r' r
cv r ,t
c~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY P,PP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP ED (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO RUCTED TO EXISTING
GRADES. DRAWN NC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. W
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100'
1"=50' HAYES SEAM MATTERN &MATTERN INC. SCALE COMM. > ,
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. f-a L~ FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

~ r ' 1' 1 ~ j , f , t "
"r rr ' EA ` ARKING ; % PAR ~1NG ~
'r %I AREA r +l~ ~ ~A -
~ ~ r' , ! SEE S ~ NOS. Lfi & r' r r' ! F ` f NOS. Lfi & L14 ,f" 4
" i FOR E ARGEMENT ,,1 'CEMENT THIS ' i - R D , AI ~ ~ r` r ~ i
i' NO r%` ' ~ ~ , ; ~ LOC ON'~~, FOR R DE t ~ ; ' , r= x RE IS RO 0 RRI ALONG •OR ET L f,, r" " ~ - r',
199.0 - x~1~7 ~ i ' ; ~ . ~ t X ~ X- x IS SECTI TRAI BETWEE i - , " ~ " r J PARKING AREA ~ ~ . l~ r "
STA. 72 AND ST 80+ - i ' 200.2 i` r r, 'r,' l ; i ~ ~ ~ ~
APP ATELY~--4 0 ET ~ ~ % ; ; ~ INSTALL ECIAL~~~ All Df i' ~ CIAL'~, All DESIGN THiS rr' ~ 2aas,
x T A~:~ MAY BL NG. 1 ~ ~ ~ SECTI BETWEEN TA. T zoo.5 ~ X X ` ~ r' I STA ~ 3+20 SE ~ETAIL ~ ~ ~ ~WEEN TA. 71+75 AND ~ t " , ~ 1
rr ~ i t ~ , 1 2 ~ , SE ~ETAIL ` _ _ i r'`
r ~ ' `i PARKING r' i , D36 D36
Fr r ~ f' ~ " t 1 1 i ' o r it _ ,
AREA ~ x r r ii l 1 ~ " 204.5 ;I ' I
CRO j` f CROW`S PONTIAC
I ~ ' ~ ' '"r ~ i : r " r r EED A1.L TUBBED . ~ ~ rr
x o0.5 x G M C ~ / ~ ~ .A AREAS SPECIFI X. GMC - ~ISUZU - " X ~ _
' ~ ~ GROUN OVER MI E - . v._ 1 E- ; ,
NOTE: i i :SEE TAIL DRAINA( ' I , ~I~, ~ ~,6 DRAINAGE ADJUSTMENTS ALO TRAIL , ~ ' ~ ~ r
CERTA SEGMENT OF TRAIL AY 1 r' ;'t ` SHA'L'L E 1 REQ E 5EGME AL RETAI G l SHA'L'L, BE REQUIRED ATV OU,S'POIN'TS,~' ~ !
xFOR St( ` W S ALONG PHILL SID FOR SOIL ' ' ~ ' ' 1s9.7 ~ AREA SI xFOR STORM WATER RUN F FROM,~PARK(NG?~" ~ I • AREA SEE DETAIL SHJ=ETS X13 ; "l ~ J ~ I ' ` )
~ ~ `C x ABILIZATI APPRO ATELY 4 ; , ' ~ ' ~ ~ L14 > .,r ! ~ ~ r KEY MAP D36 ; ! N ~ A
> 1X i s L.F. OF 1 TO 15 H WALL M r ,r x `';~i. r X' 1,, r SC LE 4 X ~~f ~
r~ ~ ~ i j zal.l oz ~ ~ BE RE RED. RE IREMENTS AY " w , l ;r r {
VARY ND MUST E FIELD IFIED 195. ~ ~~l ~ ~ ~ E ~ e~ ~ PARKI < < ~ i BY OILS ENGI ER. i ~ i e r ,
` ,
I AREA t ~ ? ~ ~ ~ ARKING EA , PARK ; 1 f' ~ r'
i 1 ~ 1 l r v ' ' ~ ~ ' ; t SEE SHE N0. Lt FOR r ',f~ Fr,
i ~ ' ' ~ ENLAR MENT OF IS ' ` r ~ OR ® EXIST SS MANHOLE ;
-INSTALL L ,~~N , i ; ~ L0~' ON FOR E ALON Lr1 ~q, E.P. ; .
~ THI ECT'ION~ ~ EN / DE IL ' ~ TRAIL EDGE . ~
v,... f " , t ; r ~ S . 7i2 3~ W `STA. j x zo . i .~Gj~~ r- TRAIL CENTERLINE
" xis ~ 3+20! EE` I=1' ' L ; ~ - ~~G~~,. ~ 5 UA ~ TPrT10N i " r,. ~ ;
, EPA MEAT OF STA. +59.58 ~ TRAIL SHOULDER
' x SYA: 83+14,23 ,98.2 CTI S : ~ > > , , C 0 E f~ .ls~s '
P _ r ~ _ ~ % ,-CO UE STA4' t ~ TRAIL ASPHALT
'r ~ i - ~ / ~
n ~ x 196.7 , r ',r C AN Q!d ~ CROSSWALK ~F.
- ~ AIL
to -TRAIL PIPING i r.) i` .
T SH RECEP E ~ ~ 17~ ' Des , ~ UPPLIED - ~w BOARDWA LK . r,
; INSTALLE BY CO CTO r` / / l ~ l
s.2 ~ PARKI G -SEE ETAI ! ~ / x ~ INST L EL J=D i ~ ' - ~-~a _ gee _ EXIST TOPO ~
A A 8` C~ B R K'TSESIGN W ,
~ , , , l FOR~A~CCESS , - 280 PROPOSED TOPO r i
2oo.e 197.2 x x RAMP 'SEE DETAIL - i'/ i' / i / , XzSg.~ SPOT ELEV.
x ~ ,'r `r,=' t' C 4 1 2 5 198.7 ~ i ~
' ' 1 ~ ~ 027 D.3~ X32 D3 D32 r~ x'~, 12+0o STATIONING
q ~ ~ 8~.~ f,~ f ~ PAR G ,99.i x "201. ~~~,,J PARKING AREA _
_ ` r' 94.4; j 1 ~ - it r A pr r ; J% PC - 13+06.19 POINT OF CURVATURE
~ 7x SIGN PLIED Y'CI 5 1~ - it' ! l" 1 f ~ i ~ PT ,z+5a.,s POINT OF TANGENT ~;~.9
J' ~ ~ / !•~1S LE 'BY S CT PROX. - r , , r / J~ ' ~ SF-SF- SILT FENCE i
00 OF EGMENTA ' 8j* ~ ~ T&ACT E tS~ ~ ~42 ~ TEL
ALONG DGE OF AIL - ~0~' ' ! i
t~ All _ , IN T S LOC ~ I ~ x202.s
TAIL ~ _ S DE ~ , i
y ~ ~ 9S ~ ~ ~
/ f I r. '
; ` ,
' ; T,R TO PASS NDER I x
- I BETWEEN ~ EST. BR DG ~ ~ 201.2 _ i 1 J 1
~ ALLS. ~ ~ ~ ~ ~ ' 8' GH CLEA C ~ \ 1
P RKING A i ~ ' ! ~ ALREADY XISTING. ~ r" r~ ~ I / 'i
x2500 !i I ~ ~ r' P/A ~ ! ~ x2a3.o ~ ,l ~ 205.3 i i I 2 199.9
! r ~ ~ x 197.6
PARKING ~ ; ~ ~ ! - 2400
AREA o p ~ ,P i ~ ,
~ ~ I ~ ! 'I.
x204.8 , r f ' ' ~ ~ ~ ~ i` ~ j' DfSIGN o STALL TR L
/ ' ~ ' ~ I ~ x 203.7 ~ - _ , , ; SUB-SU ACS`"DRAT i' x zoa.e '
x2o4 z E ND I 36 CP r ~ ; , ; ; ~ ` ; UNDER RIQGE BE EE ~ ~
HIS CA N NST C''T ~~%;r,`' ; ~ i i 83+ AND STA 4+40 W~ i' „ 201.0
HEAD ARM ~ f ' ~ i , _ ' _ i , MI OF 5 D AINS 2 ' k i" `tl\
BANK LASS ; ~ ! ! SSE TAIL I 3 RIP- AP 0TH ECTIONS ' ' ' I( ~ ,
2500 i t _ 6 I i } F F TOTAL _ 60L _ F - KING PAR
i _ . _ ~ i ~ JI ~ ,i PARKING AREA
AREA E DETAIL 5 ~ I j I ~ ~ 1~DPE-- SCE 11~ EXIST. S ALE LOCA N~ D2a - x 199.9
x ~ i1AlITH ASS 1 RIP AF' ' 3.8 ' 240 ,

~ I 1 8.3 E - 1 ~ ~ .
a - i . r i ',ti CC x l , ' ' I ~ Et\ CONSTRUCTION 1
r 243.0 I i { , . ~ % ! ~ ti. ENTRANCE -SEE `
DETAIL e
i 1 , ~ b ° 11 ti 1. i~' r D29 ,199.1
o I I I ~ 3.3 195.9' ,
iri
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS GTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE S TED (SEE SPECS.). DESIGNED Guy CAPITAL AREA GREENWAY SYSTEM
m 3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / 3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TC
D ~TRUCTED TO EXISTING
GRADES. ° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DRAWN NC RALEIGH NORTH CARO NA u
W W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m
a MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
U J
Z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS H SUBMITTED ELM
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
~ °=50' HAYES SEAY MATTERN & SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS MATTERN,INC. 1 "=50' N0. 7522
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H L;_ RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L~

/ 1 / ~ as~ I (g j~~, .o / ~ ~ \ 3~ ~ 240 240 x ,ss.s
i \ NOTE: ,ss.s
3 MAY NEED TO AC
ADDITIONAL RIGHT-OF-WAY TO FILL IN THE GAPS
BETWEEN GREENWAY '9s'' x
PEP CE IN EXI \ 2~'~ I I I I I I ' ~ / ~ \ CONSTRUCTION ENTR N y ENTRAN LOCATIONS. °
I ( WALE LO TION. 38f ~ ~ LOCATION x,99., 6 (g3
' ~ ~ ~ I ' J.] \ 1959 ~ 1 1 \ \ \ ~ \ ~ 51 °
\ \ ~ x
~ / INSTALL STAN[~'kRq TRAIL ~ / J ~ ° .IL _ - i ~
cj J _ _ DESIGN IN ALL LOCaf,or~s S ~
L \ ~ ~ ~ ~ UNLESS OTHERWISE N07ED ~ ~
zoz \ ~ / \ -SEE DETAILe
~ ARKING \ ~ 0~x N~ ozs / i i ~ AREA q ' , ' ~ ~O CLEAR R O~ BRIS ~as.s , 9g < \
~~~`c.p'~ P ~ I X~ RAI H f~EL \ \ ~ \ r,~ \ ~ ~ ~ / ~ J / EX1 C, / ARKIN \ ~ / ~ ~ WAS , i - - - \
~sj--~ /
E~ ~ ~ .
~ ~'j~ ~ ~ KEY MAP
- g0 \ NO SCALE
~ 0 ~ i f ~
/ _ _ , / O "
~ ~ / eJ
zoo.a / ~ I I I ~
~ ~ J ~ INDEXED 0 I zo~.e' ~ I EXIST /R TRES
~ ~ OR ® EXIST SS MANHOLE x,93
~ ~ TRAIL EDGE
/ ~ PAR N~ P 1 KING19 PARKA G / / ~ . ,9 e „s e EFORE C SING R/ \ x,so.a ~ ~ RIGHT-0 WAY, FIR ~ _ _ _
~Af`~ ~ ~ AREA ~ , ~ ~ / 94. NOTIFY ORFOLK UTHERN TRAIL CENTERLINE
~ ~ sas ~ ~5 j % ~5~1/ ~ n RAIL AD AND TAiN
:206.9 ~ ~ ~ / P ISSION T BEGIN TRAIL SHOULDER x~c
NSTRUCTI .
4 07 I TRAIL ASPHALT
ADJ TRAIL L ATION I CROSSWALK
PAREA G / / iii / FO MH LOCA NS
I -TRAIL PIPING
~ _ ~
x / BOARDWALK .2 I~ _1~..L
~ ONSIR T ROOF 0 R ~ _ yea _ EXIST TOPO
~ ~ ~ ~ TRAIL NDER R/ ESSEL ~ INS LL TRAIL SIGN/ ~
~ / ~ 50' ITHER SID OF J. E ASTON A~THIS I cTl N N PROPOSED TOPO E 0 B STA I
90+15 A TA 95 2.9 I
/ ~ / ~ ~ / L DETAI C BSIN(~- \ ~ \ SEED AI~ X259.7 SPOT ELEV. 2 I
~ oa2 ~ / D2 ~+oo STATIONING
1 kgk• I
~ I I SE .ALL DIS BED ARE W/ ~ \ \ 1 Pc = is+os.~s POINT OF CURVATURE
/ ~ / SEEIDE G L NDCOVE IXTURE ~ ~ \ Pr = ~2+sa.~5 POINT OF TANGENT
/ / ' I 029 ta~.t \
SF-SF SILT FENCE
/ ~ / / ~ ~
is .2
Ary , , I
' ~~/i. I
Q~ I V
~ ~ \ \
~ / 3 \ ~ ~ ~ \ BENCH L T19N~
-SEE IL ~ EXISTIN CHANNEL CATION I 9
~ ~ ST. GREE AY I
C~ ~
G ~ G /'l
I
/ ~ \ ti i' ~ I
~ C 19 I
~ ~ x~ I
~ ~ ~ (2 OLLARDS
{ ' O.C. TYP I
~ ~ \ - SEE DE IL s ( D27 I
~ ~ ~ l \ I
~
(
I EXIST GREENWAY
I
~ ' ~ \ \ ~ I
~ \ ~ I
\ ~ ~ I
I
I
o ~ ~ ~ g \ I
I
NOTES 1 9 18 00 ~ ~ AS PER DW COMME T GsL GwA Q NS
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMWE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10.CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPE 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM
DESIGNED GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXI ;TED TO EXISTING DRAWN NC
RALEIGH, Noel cA~ouNA
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GR4DES.
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED Juul
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED 50' 25' 0 50' 100'
AND FEATURES SHOULD BE FIELD VERIFIED. 1 "=50' SCALE COMM.
HAYES, SEAY, MATTERN & MATTERN INC. ' 1 "=50' N 0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. If JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 sHEET ~g

S5 ~ 1 I s t ~ E
~ ~ t ~ ` y I / 1
i lS ~ S y S
1 '`S 'y ~t i t 'tit `',4 ~ ~
t ~ 1 ~ I
~ ,tt 1 ' ~ ' `t 1 I i
~ 1 t ~ 1 4 ,t ~ , ~ ~ . ~
t ~ ~ ~ l , t
S ~ 3 ~
`S i, ` •i ~ ~
'•S S 'S ~ ~ ,
i `t tt , ~5 J
`iS l ,i ,t •t ,,S S 1
~ •4 It , ~S ft 4 ~1 '1
19 9 t t ; o ~
1
,t 4 1
1t ~~t ` , OTE:
't t t FOR THI SECTION
~ ~ t BOAR ALK USE LY 6"x 6" o o d~ o KEY MAP
'l 4' PIL ®15' MI .DEPTH . ~ NO SCALE
i ' ,t~ • JUST OVE LL HEIGHT - o
t l~t~,`~ 39.38A EE SOILS PORT AN SPECS. NSULT SO
`t ~t l t t ENGIN FOR FIN
1 ~ 2 1 .l REC MENDATIO .
t~~ 'i L 1
7 ~ OR ® EXIST SS MANHOLE
K t 1 1
93.8 t ' I t v INSTALL VATED B RDWALK TRAIL EDGE
,SS ~ ~ DESIGN / RAILIN VER EXIS .
~S~ ~ WETL D BETWE STA 95+ .97 TRAIL CENTERLINE AN STA 116+ .85 - S DETAIL 2 5
S 27 °2' °a' °2' TRAIL SHOULDER
r''~ ~ IST. GRE WAY ~ ~ ~ TRAIL ASPHALT
~ ~ J'I ~
` ` t , ` SAN RY SEWE EASEMENT CROSSWALK
` •~'1 .S 'l
- TRAIL PIPING
f t 1 t 5
/ t~, •t t BOARDWALK EX . GREENW
i _2~~ ~ EXIST TOPO - gee -
1 I~
PROPOSED TOPO
~ ~ \
FIEL RIFY LO TION OF xz59.~ SPOT ELEV.
S TARY SE EASEME EN POSSI E - INST L t2+oa STATIONING
OARDWA SO THAT
~ REMAIN UTSIDE 0 SEWER Pc = ~s+os.ts POINT OF CURVATURE
EASE T.
91.6 • 1 PT = 12+54.15 POINT OF TANGENT
S•.
'S S EXIST. RE~NWAY `,•t •t SF-SF- SILT FENCE
~t•~t•t t
, ,1 1
~ • r ~
~ i S \5 6 S
r x 188.5 I t t',t 1 Sts 'S SS ~t x
S, SS t S t ~
i
I ; 'S ~ ,~t ~S , , t
1 ~ t •5
1l ~l t . i ~ l ~
~ i S ','~'i L~ 1
~'i 1i1 !I
l , 1 ,1 1 ` lii`l ~1 ~ % 188. i , 'I
f~ ~ ~ 11 ~ 1. ~ t~ li't~~~.
1 ' ~ ~ ~ lii~ i i ill i, I
i U i ~ i ~'1 l!{j 'i ~ 1 I ~I ~ll ,I I
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1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
m BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED Gw CAPITAL AREA GREENWAY SYSTEM
D 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXIT TED TO EXISTING
m ° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES. J , / DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
U J APPROVED JLM
z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED JLM 50' 25' 0 50' 100'
N N 1"=50' HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' 1 "=50' NO. 7522
W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALE{GH, NORTH CAROLINA DATE AUGUST, 1999 SHEET Lg

I 1. i ~ ~ i 0 12.80A
,t i i I i ~Ij~` o
I ~ , I I `i 2 0 '
EENWAY ~ ' ,i ~ ~ ~ } ,
,s I 61 / GA 0 OVERL K ' i.
, 1 - EE SHEET 33 ~
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I'Ei ,
>t ' j i 'I r e. x 1a7.s 1. h~ INSTALL VATED Q ~
' I ~ BOARD LK DESIG /
j ~ I ~i i , lilt I RAILI OVER E WETLA BE EN STA. 5+72.97 D
o° A. 116+56 5
i I ~ ii I , -SEE DE IL 1 4 0 ~ da o 00 KEY MAP
W I '1` i W 02~ 02~ oz~ oz7 ~ ~ NO SCALE
iii i I i'(l ~ ' x isos ,
I , ; i
r` J' 1 ~ f~ i ~ l 1e7s ~ 1`r 1 ~ i j
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'I f I ~Iff r ~ l y NO , ` i` ~
f r r ~ i 1 111 f i r~ ~ ~ I J l i r) f i ~ i I i l i '1 ~ - i Fo THIS SEC N of ' ~ OR m EXIST SS MANHOLE
V 1 ~ ~ i I ~ 1 I F ~r ARDWALK SE ONLY x6 ,
1 Ali ~ r x , ~t I~ j l i PILES ®1 MIN. DEP SEE . ~ r TRAIL EDGE
is . ` i I ~ ii'~J' ~ 1 1, ~ , SOILS ORT) - JUST ' - "
~ r E ~ r J OVER L LENGTH 0 E 2' ~ - - - B : ~ TRAIL CENTERLINE
r i 1 ~ 1 1' ! i ~ i J`` I I I MI ABOVE HI WATER
i ~ ;,ii i' ~r i f:'I f i b r~i i i j l i RK. (FIFE VERIFY) ~ "r'y " TRAIL SHOULDER .
i J i i ~ 1 I ~ i rr ~ i ~ I ~ IJ I7 ~ ' TRAIL ASPHALT
' , r i i I ,f li j l i i i i i 1~ t I ~ j? I 1 i
j i i i ~ ~ PPP , f %:t , - ,j'J ; ~ CROSSWALK
' ~~i l l~; i i ~ Jlr' ~ i rl i ~ j ~ i ' ` t
i iii j i , - ~ ~ ~ -TRAIL PIPING ~ / /
I i j I i i i 'i i i ~ , j I ~ ~ !j Jai ~ `r f f f / / ~t
f ~ ~ 1 1 ~ I I f i i iJ i i i l ~ ; za,.z ~ % ; BOARDWALK ,f1, ~
1 I r 1 ~ I, f l i i j I ~ II i t ~ IJi j I I i ~ ~ _ EXIST TOPO
I i ~ , ~ ~ j .I 1 i f. f r r ~ r' '
I i I I ~ i, ~I I l I ~ ! i ~ I I I f ' ' ~ - - ~ ~ PROPOSED TOPO r r
I ~ , 1 1 - ~ I , 1' r r I ~ 1 j ' I I II ~ J f
f I ( ~ I 1 REENWAY % ` f ,r; ~ x25s.~ SPOT ELEV. ;f . ,
I I i I jll jl I ' 1 f 1 ~ ~ ~ I i 1r r~
I ~ i , I i ~ I i' 12+0o STATIONING i
~j ilii I Vii. I1; I i tk , ~ i'rl Pc = 13+os.1s POINT OF CURVATURE 1' ~ ; i
i , i
. I ~ ' ~ 1 S ~ i i I ~ TLA 6~ ~ PT = 12+54.15 POINT OF TANGENT ~i ,
i I i
II, r i I - F- F- S S SILT FENCE / ~ ,
X t .e I I ~ 1 sos 1~ .'fj+. 90.9 fJ,!
~ jl K j I 1s ~ 1 i~
I j ~ 1 ~ ; l
i 1 I s j A ~ ~ / ~
c ~ 1 ~ I ~ Q ° f f
I, I ; , , , 1 7 l I i ~ / j f j f / J ~
ST. GREE AY ~ j i I i 1 l;' ! r,, ' ; , EXIST. EENWAY 0.10
I I = i E 'r'j i 1 1` ; .
'I. ~ ~ !i'~ 11: i I ~ ,i r
i ,11 I I. : ~ ~ I ~ ~i I ~ ,l i ` r 1 '''r 240 ~ %r i~~ ` i ~ fi
I i ~ i `i itll ~ li ~ ~ i11 , 'i l t' ° ; l ~i f ~ ` 629 t ~ jr ~4 ~ f
j ~ ii 1 1 I i ( ~ 1 ~ I ~ ' i I r Jf i J tj ( ( I
I .i ~ 11. i I. I. I ~ 1 j ~ r ! ~ 1
i I I ~ 1 1. I, `'yy i ~ i~ I, ~ I I ~r ~ i ;r ; t r O
' ,i ~ . I ~ ~ ,i ~I I a 187.8 11 , ~ ! .I 1 1 (t r r 1 r
1 1?'I I I i 1 I 1' ~ i I. . ~ , 'ft r t
I,i ; j ~ t ~ i I' i. F Jl I1~ l~i~ ~ I I i II
, l ~ i f , , 1 ~ I f j , ~ ~ . , I i f` ~
~ \ iii , , , i. ~ ' I ,I 'J ~ 'I } ~I ~ Frr f f i l ~ ~ r
,J J1 li 1 1 I ~ i, I ~ ~ J1 i I I 5 11 ti ~ ~1 r r rr ,
i i r,.,1 > > I l ~ 'J .J ,J 1 j r' '"i f rt r ~ r r x J ~ ~ 188.3 ` l r
J, y't l 1 i 1' i `f I l
' ~ , t 1 1 ' ~ I ~1J ~ l I ~ 1 i \ f fr I ` rr j i ~ t~~j r fr
, .J 11 I , , J f 1 l f ~`i~., I I ~ i 1 O `J~ f 1 ~ Jr~f i f ; rr'
` V i tl ~ 1 j I~C !1 j ~ ,i' , 7'9 N lJ r j 1 1 I~ 1
V ~t I ii NO x~es.3 S ~AL`U~ bIS ~ BED
~ N i i c 189.2 , `L_ ~ , _ i I I, ! ' ~ ~ j EA$ DWI ~ PECIFIED
e l ii ; i i ? ~ ~ , a OU,IJDG' ~R MIXTU r'
SEE,' RAIL s 1.
'E t ~ i'~11' I ~ 191.8 x r j i 1. i~~~ ~ Z ,ti 4 ~`~1. 1 ii. t i r'r; ' ; D i F ~
J ` ; o ~ I ~ I l1 _ ~ i i
, ~ , 11 I _ ~ ~ o ~ O ~ t ~4 ~ 1. _ 1 i ~ 1 i i ~ l j t i ' ~
"
m
0 0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. "
" BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPEC' (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED G CAPITAL AREA GREENWAY SYSTEM
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXI TED TO EXISTING
° GRADES. DRAWN NC RALEIGH, NORTH CAROLINA
" 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J W
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m Q MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
z H SUBMITTED JLM
W AND FEATURES SHOULD BE FIELD VERIFIED. N 50' 25' 0 50' 100'
1"=50' HAYES, SEAY, MATTERN & MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. H L FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L10

s~ I~ J,
t 1 c ~ ~Q r I , ,r` fi fr r
i i ~ . Q ; 1', ~ I i i' r , :SEE EET N0. 6 FOR ~ '
INSTALL ~VATED , r ~ i ~ ; Q ; ; , \ I I ~ ~ EN RGEMENT F THIS r' ,
DESIG RAILIN OVER ..I , ~ A m L W a ' 1 f f' ~ EXIS .WETLAND BETWEEN . , , ~~s~'s ' EA FOR E DETAIL ' ,'r
~ i l . I ! ~ ST 95+72.9'7~~ `AND STA ~ ~ ~ i ' x' ! ' I I'~ ~ ~ t } X 188.3 . ' i
tas.z 6+56.85 SEE``DET ~ I w ~ ~ I , i I i i
~ ~ 1 2 4 5 j ~ ~ r,. i `s Q 1, l i t 1 j ~ 1 j ~ ;
D27 D27 D27 D27 ~,,t , II I ' ~ \ s ~ I ~ I~ ii. ~1gi.8 x i i ~ ~ A a
ti ~ ~1 i I i t II r i rT ~ i i ,Ir i ; SI SUPPLIE Y CITY,
~t ~ 5 L i 1, 1 r'f , i . ~ i TALLED
EXIS GREEN`WA ` ~ I , ~ 'r' . ~ i ~ I n I I , t ~ l ~ ~ ~ i ~ ~ / f CONTRACT -SEE
DETAIL 3
~ ~ , NCH LOC ON ~ , o i , i Des
~ -SEE DE IL , l! ~ Q 1 \ 1 ~I~ Il \ \ ~ i ii od~o i.ill ~ o
t , I 1 1 ~ i i ~ ~ o a ~,,1 ; ~ ~ s i, i~ j t END TR L - STA, o
ti i ~ 1 ~ t~ ~ i ~ ~ I ~ ~ i ti ~ l ~ i t , i ~ ~ ~ ~ 116+ .85TIE TR INTO a o ° ~
~ ~ I+ i I ~ jl I t ~ I~ j ` i t 1 ~ t \ 1 I' EXI SIDEWA ~ o0
v v ~ • t~ t J \ vv ~ I x 188.9 ~ + l ~ !i SEE DETA o i 0•
~ ~ _ \ \ ~ 1 ~ c~S~ ~ ~ ~ I I ~ I i g ~ o~° o ~ i .1 ~ '4 o ~ D26 r ' ,
, ~ i N v , t I i r ~ 189.9 x ~ \ 1 ) vti s i ~ - ? ~ t j f ~ 0 l 1 ! , I TRASH EPTACLE
I ~ ~ ~I 1 ~ ` ~ ~ t ( r'? • v 'V I ) j ~ , ! ~ j SUPPL BY CITY KEY MAP
+ % i 1 J ~ 1 I / `1 I \ ~ ; r i ; \ 1; t ` 11 ~ Il I 1 I ~ ~ ~ ' x e8•5 INST LED BY NO SCALE
\ 's ~ i~ ~ % 1 ° ~ \ r . \ \ \ g x 189.0 I x ' . `Z \ 205.3 ~ I I i ~ C TRACTOR SEE ~ ~ I~ ~ I E T. GREEN Y
x I t l ` t 191.1 ~ a j l v. 's / i y ,,r. .ti• t.'~.. i I TAIL 2 ~1 1
' . 7 l i j
J ~ ~ N~
SEED LL DISTU D AR S WITH SP CIFIED
~ ? ; ~ r r , G UNDCOVE MIXTURE
~5.~ i ~ OR EXIST SS MANHOLE s
. , 9 ~ \ r i ~ n ' % ~ D2s / ' TRAI ; LEDGE
. . . r .._._._,.._.w_ ~ ~ } \
` ~ - .FIELD JUST CON . r , • r f x tss., ` LAND G AREA ' IN ALL ELEV D 191x4 TRAIL CENTERLINE
15 r' ~ BO DWALK A LE AS ` i \ / ARDWALK ESIGN W ~aluNG F 19~~cE55 " f TRAIL SHOULDER
~ - EDED FOR ONNECTIO
~ w I ~ ~ , i , RAMP~~- EE DETAI - . - - TRAIL ASPHALT
*ti\l ~ 1 ?il ..v,-._ v y..~ 19 i I ~ i 1 ' 4 5 6. ~ ~ 2 - w
,,f~ . ~ _ i ~ _._.v, . ~ ~ I I , I \ ~ 'i. -{~27 D2 .D27 _ D3 ~ - CROSSWALK
1 , ~
I I \ - TRAIL PIPING
J x 191.1 ~ ~ l
r..~ ' ~ BOARDWALK I
i ~ t \ ~ _ gee _ EXIST TOPO
t ~ i ` ` ~`'v EXIST. NWAY `
PARKING ~S r i ~ _ PROPOSED TOPO
AREA ~ ' ~ ; t r t ' ~ - ~ tai j( i i' . , , ,
- ~ 1' I i j I ~ j! ,1s, • 11 191 XzSg.~ SPOT ELEV.
t ~ x j i r ) ~ t ~I 18 i i ~ t ~ x J~ I 189.3 i2+oo STATIONING
~ l i t~ i 1~~. ~I
i i' ~ I i I PARKING ~ ~ . t~~ ' ; ' 189.6 PC = 13+06.19 POINT OF CURVATURE
~0 - ~ _ 1 ~ i ' I t AREA g v ; r I i i ~ I,
_ , J 197.4 - . i i rr f _ , I , i ~ PT = 12+54.,5 POINT OF TANGENT
r I ~ , I x 197.4 _ ; i ` ~ ~ i i P I ~ ~r
. \ ' ~l ~ J 'L ~ ~ I ~ - t ~ 9 a89.a SF-SF- SILT FENCE ~ 9 5 I - ~c
5 ~ ~
ij i ~ y ~1 _ . _
t i If j - - "
O D4 j N -
~ ` x194.3 x _ ~ 201 ~ 7.4 /2 <<
Q f 20 i j ~ i ~ ~ ~ ~ ~ ` ~
197.6 j it I
8 \ x 3 / i 1 1 ~ - , - - IN XED
i INDEXED _y__..__... ; ~ ~ _ _ ~ 1 1 ,
,~D~1 , ~
28s) ( . BUC TRAIL IST. BUCK
(93 IST 171 x 197.7 1 ,.5 2 5
114 I EXED ~ 2 2 EXED ~ 1714.0 1
INDEXED ON 2095 a0 (0.31 A}
3 ~ 1714.07 (0.31A) r-.
~ ~ 2413 4S
9. x 2413 6454 Q1
(0.67A) 19a ~ ~ (0.30A) 5463
(0.40A) (0.35A) (0.39A) IST. GREENWAY
9A (0.46A) w N ~ 2414 x z12,6 ~ 2413 ~2
) N Co ,•.I co O 5~~ 5~~ ~c9 K 226.9
coo ~ 24.14 ~ 2414 ao N 2414 ~ 9309 l1 6g 4490 ~ ~ 6 ~ 1 k
•14 2414 7389 xtso.4 ~ 6318 6398 (0.30A} 0 2as.6
5338 ~ N 1g ~ ~ ~
1 2413
2095 i 4325 x 225.~j~
~ 189.1 43
x n 4. (0.31A) ~ 2413 0.31 A) ~ ~
79 ~ 5 ~ 3342
6 80 79 Z g0 2413 2413 $5 p
~9 2095 o ~o X zz3.a g
o g0 pd x ts7.7 N 2360 N 30 5 ~
1
Q
0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
m " BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE ATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. 3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED Tf DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
" GRADES. ~TRUCTED TO EXISTING
J " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98, DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
Z Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS H
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED JLM
N LC7 50' 25' 0 50' 100' 1 "=50' HAYES SEAY MATTERN &MATTERN INC. SCALE COMM.
r 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS cn
J w REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ~ ~ ' 1 "=50' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L11
z

i /r # 6
( tin. \ J. h ~ 4
t~ t ~2 i
~n. j` l 4
i .
f~ i~
' / \ O
j ' ~ t ~ i
{ j r I
0 ' NOTE: _
SEED ALL STURBED
~ , ~ ~ r, AREAS WIT SPECIFIED 4
,,t r GROUNDC VER MIXTURE.
r" J SEE DET L s
~C/ D29 -N-
~ ~ + ~
f~ ~ ~r' i
d~ ~ / r ij ~
ggpy 1~ / Atr ~ / ~ RA!( j 1~.. ~ r i i
a J rr K Y MAP
'`F NO SCALE
' r' r'
- „rJ r
201.71 Q f i
0.8 1 i
200.65 i i
_ i ~ OR ® EXIST SS MANHOLE
_ NOTE:
, , i ~ FOR ADDITIONAL s~' TRAIL EDGE
1 ti 201.7 ,s INFORMATION SEE / i ;
6 ~ ~ DETAIL SHEET D34 , TRAIL CENTERLINE
P ``t ~ ~
~ j'' TRAIL SHOULDER
~ ,ti I , ~ ; ' ~ TRAIL ASPHALT
\ ~ 3 ~
~ C , P 02.23 CROSSWALK
`ten ~ ~ 201.4 ~
-TRAIL PIPING
. ~ 02.
~ ~ ~ ~ BOARDWALK
1.87 - EXIST TOPO
` ~
\ ~ \ 00. ~ i PROPOSED TOPO r
~ B ~ i
w ~ CEI G i ~ ~ ~ X259.7 SPOT ELEV. i
1 i+oo TI STA ONING
8 x18 ~c21 ~k ~ 01.99 \ ~sr STANDARb~~~C{3NE: ,
UNITS OR 20'2.: C r''' / - PC = 13+06.19 POINT OF CURVATURE
PPROVED E UAL _ - \ ~ qpR A Q \ p , pN ~ 2 .6
R O,a C 0 6 ~ ~ ~ PT = 12+54.15 POINT OF TANGENT PROP. MH -
~ ~ ` ~ TOP 197.00
~ ~ ~ (191.80) SF-SF- SILT FENCE ' INV. IN (EXIST.)(190:3`5f)
~ \ I L `i ~ ~ ~ : 2 INV. OUT .~tOf~. 188.00 ~P )
C
~G ~ 205.37
1~. ELEVATION DESIGNATION ~
2p, EXIST. SPOT ELEV. 205.24
S - + PROP. SPOT ELEV. 203.05
C RqA 0 ~ ~4S 2 S ~ ....`..t'lg v Q if
S.3p !1 / U
s~ c ~ ,fie R . ~S or CONC. a ~ ~TRAIL ~ :37•
° 6. rh S ~ pF Q ?S k, Rip R~ ~ OF M/N Fkj A~ N i ~l
Wq q RqA R9P (ON 3 ~ Cp t
(IY ~ o (~M 2 ~ p epr Ns 4 I
~ I
/ , ..n. ti ~ ti cr TRAI< <
4 ~ 8, _ p
~ , , M 8.33'
T W~~ 24. , ~ ,S. ' i. 4g
60 ~l e R 9 f k r,
3 ~ F p .2 ~ ~ ,5\ , ,
W 6 TN S EXIST. 24 CM , S >J XIST. 24 CMP ~
,r 202.11 REPLACE WITH 'EPLACE WITH NEW ~ '
~ TOP OF 24 HDPE PAVM T 4" HDPE
, \ Q ~ ~ ~ , ,f ~
,i ~ ~ ~ r { ~
i ~ PROP. INV. 187.50 G ,n... Q INV. 187.50 \ , f'
~ 3 ~ ; O I 1 l ` li
~ ti V n 199,8
~ I' ~ ~,y Q '
, .,V~., V ~ ~ ~ t
/ ~ \ ` 5 ~ ~
o k o `'4 ~ lu N ~ ~ ~
m
v co
0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. "
" BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 0
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES MEASURES AS NEEDED IN ALL
AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. m 3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
N 11. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DESIGNATED (SEE SPECS.). DRAWN NC RALEIGH NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m Q MATCH PIPING TQ DITCH CENTERLINE.
U J APPROVED JLM
Z 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
W AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED 10' 5' 0 10' 20'
N N 1 "=10' HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ~ ~ ' 1"=10' N0. 7522
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L12

~ 1 i i S t ~ f
1 ~ i ~ ~ j w ,l I r
i i, ,I -n-- : i [ i ;
E ~ ~ , ~a , a.w.._ t
'
° ~ , BEGIN PECIAL TRAIL l ~ , ,t
I ~ , ~ ~ ` DESIGN STA. 72+30
SEE DETAIL
,S . ~ ~
\ ti \ ~ ~ D36~ D36 t Stir V ~ t ~1 1 W
x t ~1
1 l ~ 1 ~ ~ t ~ ~
\ \ ''1 ~ ti t ~.ti
4 ti
i ` S ti. . ~y t 1 1`~ V f , -~v ors: -
S * `~'Q. ` 1, h V~ CERTAIN SEGMENTS OF TRAIL MAY ~
~ ~ ~ i~ ^ ~ ~1 1 f REQUIRE SEGMENTAL RETAINING
i ~ / WALLS ALONG UPHILL SIDE SIDE ~ 'Q ~ ~ ~
Xi 5 \ ~ ~ /
x ~ EXIST. GREENWAY~~ a EXISTING FOR SOIL STABILIZATION AND KEY MAP
. t l~. t e' , CONCRE ~ FLUME RETENTION. REQUIREMENTS MAY 0~ NO SCALE
'j \ ~ , ~l ~ M ~ TO BE REMOVED VARY ALONG TRAIL AND MUST BE
FIELD VERIFIED BY SOILS ENGINEER.
'1`:~ IN ~ ~°r- DRA AGE 1 ~ . 'ti t f AINAGE
~ LEGEND
\
` i1 ,,l i it ~ ~T \ l i
_ ~ ~ 4 ~ EXIST. CO F C FLUME 18! OR m EXIST SS MANHOLE
~ r TO BB~~EMOV `~REMOV ND
~ ~ ~ REPLACED W~TF
~,y O ACED Y~/1TH TRAIL EDGE
o CATCH BASIN ~ i BASIN & Pif'E~ _ TRAIL CENTERLINE
~ ~ - SEE DETAIL PROTECT LARGE AMERICAN ~ 4 ~ETAIL~ B a 5 TRAIL SHOULDER
tit t ~
~ D BEEC. TREE IN~ THIS t ..l tt l` 'n.. .~~~~z. D36 D36 TRAIL ASPHALT
`~t. APPROXIAMATE LpCATION. ``ti ~w ~ , . _ ~ _
~ `TRAIL SHALL BE ACED ON ~ ~ ~ DPE PIPE DPE PIPE 00000~~ CROSSWALK
- ` UPHILL S1~E. ~ ~ ~ ~ _.._._.._m
w. ~ ' EXIST. GREENWAY TRAIL PIPING

t A~ _ ~ BOARDWALK ~
_ _ ~ _ EXIST TOPO
w : _ -
i
i \ _ _ _ i ti~ ~ f -M1~ ~ ~ FILL IN WASH-QUT EXIST. CATCH ~ PROPOSED TOPO
~ ~ ' ~ FROM EXIST. PIPE ' BASIN AND x259 ~ SPOT ELEV.
Z O ~ ~ ~ ' ~ \ ~ WITH ABC CRUSHED -P1PE _ ~z+oo STATIONING

~ ~ STONE FOR BACKFILL.
f ..,r ;Z~~ J ~ ~ ` ~ _ OR SLOPE Pc - ,s+oe.,s POINT OF CURVATURE
~ ti i ~ _ s f` ~ F. `'~~~ti , ' ~ ~~A IZATION USE vr-,z+u.,s POINT OF TANGENT
~ ~ ` ~ ;F~. 1~ ~ _ ~ sXoo C S~~ P-RAP 30" SF-SF- SILT FENCE
~ ~ ~ ._'CT~K. OYES HED .
\ ~ - ~ N~
~ it \ ~.w~w \ . ~ ~ -
1
\ f1 a ! INSTALL RACK ~ t ~
~ _
~ ~ CHEpK DAM., i ,r , ~ -
SEE DETAIL ~ ~ ~ . LASS ` ~
D29 ,
~ s _w
~Tf~AIL___A~ -CIE 6JN ~ \
t` , t ~
\ , s' ~
~ _ ~ _
~ \ 'l
i1 r'' ~ ; F ~ ~f.' \ ~
T. PIPE TO BE ` , ^x~
!F ~ `F F \ EXIST. CON CTED TO ~ ~ ~
EXIST. ~ ~ \ I F/ f 1 i ! ; . GREENWAY PROPO ED CATCH
GREENWAY ,~F' - ; F,- ~ ~ . IN PIPE. ~ ~ ~ ,
~ ~ ~ ~ SE TA 4 5 _
~ ~ r i`~ t ~
r J ` r' <
i ~ ~ i \ \ D36
C ~ ! I ~ r F
E ~ i j i ~ ~ 1
~
z ~ ~ ~ 18" HDPE
i
l~ o ri \ ~ [r ~ i ~ (1.1 i ~ ii i r~ . \
( I ~
m lU
0
" 1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTIQN OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
0 " BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
L 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED SEE SPE 0 (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. 3 DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDEf AS NEEDED IN ALL CRABTREE CREEK TRAIL
11. AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. J " 4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED 20 SCALE ENLARGEMENT
J z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL ALL LOCATIONS
H , Zo• ,o• 0 20' 40' SUBMITTED CROWN PONTIAC
AND FEATURES SHOULD BE FIELD VERIFIED. N N ••-zo~
~n HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS J ARCHITECTS - ENGINEERS - PLANNERS ~~=20' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. H FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE gUGUST, isas SHEEP L13

' i ~ ~
- ~ CIYf SWALE AND INSfiALL
CONC. FLUME TO PROP. CATCH
ASIN LOCATIOIy~' ~
~2) PROP. CATCH ,'1~ ~ ~.Y.
BASINS & PIPES
~ SEE DETAIL a 5 i
\ ~ D36 D3&'
/ ' 1
\ ,
~ ,
~ NOTE:
~ , ~ \ N
~ _r , ~ CERTAIN SEGMENTS OF,TRAIL MAY
_ _ " - REQUIRE SEGMENTALPIETAINING ~ Q
~ 'B - ~ WALLS ALONG UPHILL SIDE FOR
I ~ ^ ` \ _ - _ _ SOIL STABIUZ~ON AND ~ ~ KEY MAP
~ - _ RETENTIOI~I<-'REQUIREMENTS MAY NO SCALE
~ ° ~ ~ ~ 18" HDPE PIPE VARY.ALONG TRAIL AND MUST BE a I
~ ~ ~ ~ FIE-~6 VERIFIED BY SOILS ENGINEER. _

_
~ ~ ~ EXIST. GREENWAY ; ~ ' ` LEGEND
~
~ 18i OR m EXIST SS MANHOLE
~ ~ \
_ ~ TRAIL EDGE

~ TRAIL CENTERLINE
~ TRAIL SHOULDER
TRAIL ASPHALT
~ ' - ` - 6ASINS & PIPES ~
~ ~ ~ , SEE DETAIL LINE EXIST. EDGE OF ~ APPR 110'~,LF, F QQQQQ~Q CROSSWALK
~ 1 5 PAVEMENT WITH CLAS$ B RETAIN G WAIL \ ILA TRAIL PIPING
~ D36 RIP-RAP TO FURTH~.R~ BE REQ RED ALCS G~ ~ ~ BOARDWALK
~ PROVENT UNDERCUTTING OF THIS SEC ON 0~
PAVEMENT -ANt~ TO DIRECT TRAIL. SEE DETA}L 3 _ ~ = EXIST TOPO
MATER TO PROP. CATCH D s 2BO PROPOSED TOPO
. _ .
BASIN. APPROX. DISTANCE ` xzs9 ~ SPOT ELEV.
50 LF.
~ ` ~ PROP. CATCH BASIN & PIPE - ~z+oo STATIONING
TURN OR FIELD ADJUST PROP. Pc-,a+oa.ie POINT OF CURVATURE
~ ~ \ CONC. THROAT TO FIT EXIST. (
- SITUATION. ~ ` Pr-,z+s..~s POINT OF TANGENT
~ ~ ~ \ 8~x 'SEE DETAIL ~ SF-SF- SILT FENCE
, ~ - ~ D36 D36 p
~ ~
\ ,
~ , , i
, ~ ~ \ ~ ~ ~ _ ~ i
- ~ o
\ ~ ~ ~ ~ . N ; . ~ \ '
_ ~
~ ,
j
c~ \
~ ~ HDPE PI
~ ~ HDPE PIPE
~ \
~
' ~C~ l__ EXIST. GREENWAY
+ o
ro
~t~ r
_ U > M
~ a 6~
~ - ~ ~
~ ~ ~ 4
~ ~ ~
_
E ~ ~ a ~ ~ M
~ _ _ x
_
~ ~ , o ~ \
i ~ ~ O
NOTES
1. CONTR4CTOR TO VERIFY ACTUAL WEfIAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
o BOARDWALK. WEfIAND LOCATION WILL DETERMME BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
70. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP ED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEED 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. i 1. AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. S AS NEEDED IN ALL CRABTREE CREEK TRAIL
DRAWN NC RALEIGH, NORfH CAROLINA
5. LOCATION OF PIPING POR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED 20 SCALE ENLARGEMENT
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. zo• ,o~ 0 20' 40' SUBMITTED CROWN PONTIAC
°_2~•
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS HAYES, SEAY, MATTERN & MATTERN~INC. SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS ~'=20~ N0. 7522 RALEIGH, NORTH CAROLINA DATE gUGUST, 1999 SHEEP L14

r i I ~ ~ r ~ ~ r i ~ ~ r' ~ ~h ~ ~ ~'1 i
~l ~ r i ~r r `y ~ ~ ~ ~ ~
f f f 1 f , f i' i ' ,r i`
f' ~ E' ADD SILT ENCE t f r r ; ~ ~ `
r AS NEE D TYP. ' ? ~ ~ t ~ , 1 J'.
f' ;
r ~
f f l f f` f ~ ~ % ff
U ITY 1,, f ! 1 ; AL U ITY TATION ,
r i STA 83+ STA 83+14.23 = _..,r
' 192.35 ri k, r ~ STA 80+ ' k STA 80+59.58
1f84.12~ I r
~ -
1~7. fr _ _.v_.._ ~ l
. ff 1 24" HDPE PLACE IN EXIST. SWALE
r LOCATION -
~+t ~ j k 199.87 FIELD ADJUST INV.
' p ~ o - ~ . /
o r r' / i
k 19s.o~ ~ i - P f KEY MA
. ~ 184.20 NO SCALE
k. j 19,4.61 ' Q j PROTECT II~.LET'WITH CLASS B .i'C~ j RIP-f3AP '
I ~ ~ ~ ~ FF . ~
f ~ k', ~(.i ~5 J
~ 197:4 196 2~"' E~~ i ~ ~ ~ E/ 195.70 ' _
' ~ / i .
' ~ 1 . 8 f ~ I x I ' ~ 1 .95 k i8 ~ f. k1 4' l
' ~ t i' 1 t 2~, t ~ ~ ~ k 199.02 r- ~ OR m EXIST SS MANHOLE 2 f,. f`
l 1 j f TRAIL EDGE
~ g i ,r (198.40 '
k 184.1 ~ ~ ~ k 19 F k. ` TRAIL CENTERLINE .'199.92 r
h i EXIST. CI
' R/W MONUMENT i ~ ,i i ` ~ TRAIL SHOULDER ,i o1.00
' TO BE PROTEC ~ 4.55 ' TRAIL ASPHALT
;x 9 7a ,<< ,l FIELD 1 4.7 , F~ Jj
` 1 9.60 0 VERIFY NV. ; i 195.26 F`~ ryf CROSSWALK f/ r'
rr
~ l 1 ) ~ f' ~ i 199.94 -TRAIL PIPING
29 , i i i rl " r 19`9.94 PROP. YI TOP 196.00 GRATE) BOARDWALK
f r f' I ~ ' r~ INV. AS PER PIPE
i ~ ~ ~ r' ~b ;k ; k 2-19 , 01.04 _ ~ _ EXIST TOPO
~i f i X,
PROPOSED TOPO
f Q~ r ~ 0 i
j ti 19! i 199.90 X25g.~ SPOT ELEV.
~ ;
r' ~~2+0o STATIONIN G
f k 200.8 - Pc - ~s+os.~s POINT OF CURVATURE
f, f, r'.
Pr = 12+5a.~e POINT OF TANGENT ~r
~ s
ALL EXIST. LAR TEES ; ; SF-SF- SILT FENCE SIGN SUPPLIED BY CITY,
ARE TO BE PR T~CTED TYP ~ ` ~ ) ~ INSTALLED BY CONTRACTOR
f` ' F i - SEE DETAIL 4 /
~ / f f I ~ f/ f 1 D28
E 0 BE EXIST. THE r' ,
' REMOVED ~ RAMP MAX RAMP MAX. SLOPE 8.33 - 'J
f' ~ SEE DETAII SEE DETAIL i
I' J~ I LANDING f I ! ~ I ~I ~ ~ 2 EXST. SPOT ELEV. 188.84 ~ 2 4 5 e ~ ~ PROP. SPOT ELEV. 201.80`f
l j \ ' t ' 201.40 ~ ( ) os~ D2 j ~ / D27 D27 027 027 D32 ~ ,
J ~
z ~ ~ i i r ~ ~ l
r / i
' I t i
TRASH RECEPTACLE ' ~ ~ ~ t j SUPPLIED BY CITY, ,
' ` ' INSTALLED BY /i
TR- k 194.4
p , CONTRAC 0 ' SEE DETAIL i ~ f 2 r: 1. MAKE RAMPS 5 WIDE.
~ ~ f D28 ~ ~ , ; lj; /
r ~ i i ~ ; , 2. SAVE ALL 5 TREES.
f r ~ f'
~ i•` ~ i ~ ~ I ~
f i i ~ ( r ` t ~ 3. MAKE RAMP ~ LESS THAN 8.33% WITH MIN. 5' WIDE i~~ i' ,
I ~ ~ j 1 i' ~ I//^^ I I ;r` LANDINGS.
V/ i f r , ~ r'
1 t~ ' ` , ' 4. USE 20 f SECTIONS BETWEEN LANDINGS.
1 i r~ r , ,i
p f ,i; S. ADD STEPS FOR TRAIL DIRECTIONAL CHANGE. ;
~ ~ Ij
~ ~ ~ i` LARGE EXIST. TREE TO E r Q f ~ f r BE PROTECTED i
s ~ ' P I i / ;
z ,I 1~' ' I , i r' ,
/I 1 I~ ; ` f , 3 1~~ 1 ~ r' i i
~ 1 I f ~ I ' ! i i i t J i
N ' m
N
N .-y
TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF g, ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. " 1. CONTRACTOR
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 0
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. a REVISION DATE DESCRIPTION BY APP
= 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHE i iEN DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / DESIGNED cup CAPITAL AREA GREENWAY SYSTEM
3 11. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASUR ZOL MEASURES AS NEEDED IN ALL
AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DRAWN JWA RALEIGH, NORTH CAROLINA
W
W 5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m Q MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J Z Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H r SUBMITTED JLM 10' 5' 0 1 D' 20'
AND FEATURES SHOULD BE FIELD VERIFIED. N N 1"=10' HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
~n ' ' ' 1 "=10' N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. N u FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET L15

1 ~
~ J ,
~ ~ ~ NOTE•
~1. MA CON TRUCTION ENTRANCE
\ \ ~ , , ~ ~ WETLANDS T BE LOC TED AT YONKERS
\ I ~ OAD. CON RACTOR SHALL BE
Q • RESPONSIBL FOR ALL DAMAGE
~ l TO RALEIGH BLVD. AND WETLAND
1 + 91.56 / SITE.
~
EXIS . GR ENWAY ~ .
1` 1 \ 191.8 ++790.80 ~ / ~LL~ /
PROPOSED SIGN SUPPLIED BY CITY,
/ ~ INSTALLED BY KEY MAP
CONTRACTOR -SEE NO SCALE
DETAIL
11,1' / 3 D28
~ ~
~ OR ® EXIST SS MANHOLE
1 1 1 / - ----~/ice/ice 11 ~ 204. 6
TRAIL EDGE
TRAIL CENTERLINE
\ \ CONCRETE LANDIN \ z ;~19 ~9jS - , ~ / / ~ TRAIL SHOULDER ~ FIE ADJUST
~ NC. LANDING TRAIL ASPHALT
\ \ /g~ ~ 4' X204.50) 20 9 AREA &
BENCH LOCATI / ) O BOARDWALK ANGLE CROSSWALK
\ \ \ -SEE DETAI e 1 I / / / AS NEEDED FOR 04 44
D2e I S~ 1$• 1 6 NJ ~ CONNECTION TRAIL PIPING
C9 SEE DETAI s CQw , , ~ ~ BOARDWALK ,r D26
\ I I ;N \ ~ LA 135' o LANDING 4 ` ~ END TRAIL - - 2ta - EXIST TOPO
TIE TRAIL INTO
\ \ NOTE: I 1 \ ADJd~ST EXIST. SIDEWALK PROPOSED TOPO 90 STA. 116+56.85
SEED ALL DISTURBEDI 1 ~ ANGL~ 204.80
204.80 X259. SPOT ELEV.
his+oo STATIONING
\ SEEU EDCOVERPMD(NRE 1 \ s ' p
\ \ \ \ D29 ' I ` M \ 204.9 Pc = ~s+os.~s POINT OF CURVATURE
\ \ ' I RAMPS ~ 2 4.79 PROPOSED RASH PT ° 12+sa.15 POINT OF TANGENT
RECEPT LE SUPPLIED
BY CI INSTALLED BY ' SF-SF- SILT FENCE CO ACTOR -SEE j
\ MATCH CO P~ XANDROU{JD I I / D AIL I
\ \ ELEV ON. I / / \ F LD ADJ ST CONC. Lp NDIN6 205. 4 Y 2 J
3 Des
AREA & OARDWALK ANGLE N gp° ti ~0' W
AS NEED D FOR CON~CTION / / a
\ ~ \ \ TYP. S~ DETAIL ~ ~ ~ .g / c~
D26 ? , ELEVATION DESIGNATION
k EXIST. SPOT ELEV. 205.24
I W
PROP. SPOT ELEV. 203.05
EXIST. G NWAY ~ \ \ ~ I '0 O S I / INSTALL ELEVATEQ RAMP I J
Q 05.5
1 \ \ \ RAAI~N SA WITHESLOPLW/ lp• I '
\ ~ TRAtdSI~N -SEE DE S I ~ p 0 205.
7 D27 027 D32 ' ~ Q ~ \
O
~ I Z Z
~ ~ ~ w X W
~ ~ ~ ~ - ~ I ~ I ~
I
- I ~
~ 1 I I I ~ I ~ ~ ~ ~
NOTES
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX.
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED ( 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. REVISION DATE DESCRIPTION BY APP
:SIGNATED (SEE SPECS.). DESIGNED cup CAPITAL AREA GREENWAY SYSTEM
DRAWN NC RALEIGH, NORTH CAROLINA
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98.
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JlM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNiI' GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. 10' 5' 0 10' 20'
1 "=10' HAYES SEAY MATTERN &MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=10' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L16

x200.95 ~ TRAIL TRANSITION -
~~'EE DETAIL 7
c D27 x 2 .03 ,
02.8 , ~ C A L I B R E
q ~ 1 T , 198.
F F CHASE
c x APARTM ENTS 20 20 ~
F x ~L x198.05 h xo 201, 0
'I . 197.56
7 201.06 ~x~, j x
x189.59 1 x , 0, 48 ~ S~ ~ ~ x
_ ~ ~'~~03.
~ x 1 1 .50 x1 22 ELEV.
~ 99. ~ ®19 5 BOARDWALK
0 ' ~ 0
o ' i~ o x ~ • x~ S' 197.64
19 `,20 .91
~lj
0•
189.9
' 18 7 x' 18 . 7
' `1 48
`:x ~0 201.2
203:x.9 Pt No: 496
Pt Name: /N 2 CLASS `fix v
lev: 202.50 E 0 RIP-RAP
- aesc: ABT : ~ ~
7 ~ ~ N`th: 752987.60575 x202. S x. 0 THK. ~ `t N o: 4~~. 7 ~ w : ~
~ Est: 2109538.12910 ~i ~ ~ x ~~lame: X . i 187.60 ,5
KIWANIS PARK ° ~ /ti Lat:, 2 4 33.3107 X2o2.15,. EI : ~~,198.5 ~
- 0.63 Long:'' 67°42 51.4082 r 0.63 Des '`ABT ~ ~
Grid Nth: 752987.60575 e the 53057. 436 2 .38
o` ~ . Grid Est: 2109538.12910 0 20 . / t: 2 9613.4 795
x ' Grou abt 201.84 ~ 20 4 ~ ~
P ~ 202.30 - 20 ~ ~ ~ , > 20' 30' 30 ~ La : 2°4 4.0076 r~ x Lon -6 °42 50. 48
20 10 0 ~ ~
1 =20 x Grid the 3:057.8 436 ~ Q
200.88 Grid E 21 9613.42 ~~~5 2.
i x201.58 Gr t ~ ou p. 210.10 x~ 20 1
x MH
r.. , : i ' 4 I I I . 4 4..;...
4 ~ ~ ~ ;.E , ~ ~ ~ 4_ 4 . ~ i 1 1 ~i~ i i i i ' ~ G I i ~.._.i i~ i ~ ~ ~ ± I i'' i r I r r I ;...i 4.4 ~ r~ 4 r P° t I I „ _ .J , J J ~ ~ _ , , ; . r i... , i _I. r :
! + r- 3 F' ~ 1 I 1. I I I f 1 1 , - i..,,.-J,.. , I , I i L I ,v I I I I I I i.
L ..i... j...l... . .,._a. ~ .i,l ..w L., ~ :i... ~ °.1 ;..i .t..l. ~w.G ' I I I ~ i - - r P j I I....:. _ r I ~ ~ { , -.L- r ~ L...- . _ . ~ r I I -1,. ~
100 YR FLOOD 215 i I I 215 II I , I 4..;. i i : , ,....E , { .4 i 4
PLAIN - 214.70 , I ' ~ Y , : 1 i k ~ ~ ~ ~ i '~1 ~ ~ ~..r ~ - ,i._. , ~ ~ i..._; r.. _ ~ . ~ L.F.. --t-.,_. .I ~ ' I> 1 ~ ' 1 ..r I~ i , f,' ~ _ ' _ r; I ~ f i~ I I; r: i r I I ~I~ 1 I f -E I ,
- ~ r ~ ~ F r ~ F ~ J ~ t ..G.. 50 YR FLOOD t ; a. _ _
~ . PLAIN = 212.20 Y.. a i.._ ~ ~ . t I_; , . . ' k ; E i { r ~ ~ 1 h { t. i ~ _ a E.... } I : I t : - - . ; I. . . I. i --.1-.4 ~ :.-r-.i .,,._~...t.:. t w I ' ..I, I I d . I I , i I .I , I I: i, I r I I I I I 1 I . l I I '~...r.. L S.-... r_ 4_ t. -i r r-~, - -.-r..
I I I I i , . _ : : 1 - I .I i : I . I ~ , I ~ I I i ;
1 i ~ ~ I ~ 210 ~ ~ ' ~ ~ ! - ~ --4- ~ ' E i 4-- C . : I I ; I_ r ~ _ I - j ~ ~ 210 ~ I v I 1 . ~ r 1 .r.-. 1. - - -G- -t 1 _ r Y ' - ' t - I I r
10 YR FLOOD ~ ~ ~ t ~ ~ I . N , IN = 209.00 -ry r I .,J..
LEGEND PLA , ; . I i is : h.
EXST. SPOT ELEV. 202.79 , _ ~ ' 1,~ i r.
PROP. SPOT ELEV. (202.79} a ' i- ' ~ ~r . ~ ; - , ~ - ~ ' . r , ~ ~ . ~ ~....NO- 498 ~ ~ r° i i i i 1. . I..;-_ ,i.. _ L l y ! .,...i... _ i ~ I, 205
20 }..v.. ' ..I - _ _ -a_ ' . _ i -r n . ! 4 i { . y----.r y I-- r a r ~_,t. . ' I 1 T I I j I I I i , r.,:........ "'111 ;.T~ L_~. ~1::
{ ' I I : i , a . -r-* i } ~ I ~ ~ -r } ~ i ~-r FAA, ~9 ~ : 1 i ~ ~ i ~ ' : m i I I : a h-+ I ~ I r~ I r r 1 r I r . I - I _ _ ~ S 1 ...,4. .,...T E : : r,, J a. .f..v - I 4. a... ~
r 1 i~ r i ~ I . t .1..,. I I I - I i I ' i I ~ S..(1 I l :P~Q I ~ r 1 r _i.. r-~ i
4. ~ ~ . _ ..a.a_ ~ . I . i { ti r 9' ' ~j i; ~ ~ }f ~ 1 .l..,i s a1 ~ ~ 4 4., - ~ I i i4 i ' - r~ _ ,
, k. ~ I I Q 3 1 r,, ~ + 1 J.. ~ I ' _L .._l. i....... .r..,., _,r..J , : I ...t., . r.T. ~ r,. r ° -t-~-1' I I
i . i 200 ~ _ f ! .s... ~ ' - . f. ~f _ ` ; .....~_I.... ~..i.- 1..4.,j _ 200 ~ . 1. - _ . , I : I r I { ~ L 1
I ....i . _ , . _r.. . - i I I °f ' I Ii, t t I ~I ' - I' ~ I t ~ j, r ~ ~ ~ I _
f i f i I, ..1. .r I I i ~ i..
~i I i o. .G { ~ ~ i ,1g ~ -T .-L. _ 1 .i.~-.. 't. t_. ry_. i-:'-1_~~,. ....i L-...{1. ~ _ L..'... - r 4 i ~ I uu r 1. ^ ' _ - - i.
1 ~ ~ l t t I - , I ' .i. I I II I I I: I I C I I I i - i 3 I I 1 I I I I, ~ i 7! I 'I ~ 1 I I I~ I i T, I . , '1--. I ; I ; I I
195 " : i ~ _ . - r I ' ; I : I ...a_ ..I.... ,_...,I~'. . ..I _ I - ~ _..J... ~ I 195
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NOTE: S,, 1 r
THE ABOVE DRAWING AND PROFILE DEPICTS ®a ,.4 , V , REVISION DATE
THE CROSSING LOCATED NEAR KIWANIS PARK. `.~'~~z~W'' ~ DESCRIPTION s BY APP
~ DESIGNED c~A CAPITAL AREA GREENWAY SYSTEM
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HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
AS SHOWN ARCHITECTS -ENGINEERS - P N0. 7522
_ CANNERS FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C17

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NOTE:
THE ABOVE DRAWING AND PROFILE DEPICTS .°~e~~,
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HORIZONTAL SCALE = 1 = 10 SUBMITTED XXX PROFILE 193
HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
' AS SHOWN N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C18

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4 ~ I
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W J ARCHITECTS -ENGINEERS -PLANNERS
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II 1 ` ~ NC. ~ ~l l
A ` SECTION i ~V i ,
+ + b E DETAIL tv rn 197,397.3 g ~ If
0D ~ D26 J C~ `~...<..l ~ t.
J ti v Z8~p i` x 200.27 ~ ~ PARKING q ~ ~ x 200.05
V -N
:A -A r W ~ b o ~ ~ ~ ~ AREA ~ :
_ cn ~ ~ 196.84 196.84 ~ ~ i`
_ ~ ~ V II ~ i ~ ~ , i ;
~ 199.53 _ _ _ ..._.x ~ ~ ~ • w
~ rn _ ~ v` --x :91 f ~ . , x,•194,•95 V + : i~ 1
~ ~ _ 1 1~ 190 ~ 0+00 ~ ~ 2 3.50
x 197: ~ ,5.26 x 197: • x `o _ - 206. x x ~ - ~ 21
o y 198.9 ~r~~ ~ ~ 00 8.5 1 7 ~
'a,, , ~.y 1-~ ~ W 1 ~ , ~ i ~
~ ~ i 99.5' ~ 87. x 'r3•~9, 199.62x ~ rv
C ~ ~ 197.8, R 197.8 ~ _ , , ,l x198.40;-_` + ~ 1
A , r R ~ e ~ . E ~ X198 x, 't ~ ~ x ,1 ~8 3 gg t ~
e _ R E ' •o • x195.63 19&.37;' ~ N ' o
k ~ ~ ~ 5.1 • ,
20 yw_ 19 . ~ _ ~ ~ ' . ,
1 "=20'
w. ~
~

i'^.... .4 ....:.....f . .,a-- -:....;....a_ .........ry....b.. , _ ,.e. ,
.y ..d.... .i. .i....d.. ..1.....;,.. . ..i.. ---P w. - , r , : , ;
, , r ...y. . r r _.,A _ - - , . _ ..,a_ : s _ , ~ I . ; ~ . , ....-..a.. 1 - : , , .e.. ,
.00 - = 18 2 PLA IN _q. ........:.....b. : ....e.. .......n.. ..d-. . ...e_ - E 1 '.n... A.. . q f t e , ...a... r i... , r , _e.. - C I I + ~ ~ _ ..e.. ..1.. s i q... ~ ~ . : , _ - I-.....r.,... + q q ~ ~..1.. 1 , + , ~ ..L. r ~..L.~.
.-W-- 4 : : - . .......a i.... ..a... ..p ..a.. ..a.. ...v.... ..o. : I ~ ~ + F .i.... e. ! ~ . , , I ~ I I , 2 .......q...._ n. , ~ ~ ~ ~ ~ , -
, 215 ~ ~ ~ ~ ~ ~ ~ ~ ~ - , ; . ,.I.... . . _ ..e.. , . r., _ , , , , , : _ - • _
100 ...4...:.... YR FLOOD _...a. --=----w-...;.....q.- : : . .;.....4.. . --4... _ - j , . _ i I .,a., _ . W. . ~ _rr. , _ - . . _...e.- : _
1 ,8 .i....... 23 ` PLA IN ` ..~....q. , ; : : i ; , _ _ _ : .d... i ..i-.. . : , e - e i ~ ~ ,1...., ,...,.-F : ~ - - ~ - ..a,.--}-- - . .................4.. . ----.4.. - 4 t f I ..a .a_.. ,....t.... ...4.....;......a-. i ..t.~ . , I..... ..e., e, - ..t.. E J. .e.. { -e-. i i
..1.. ,....q-. i .a.. ..L . i i i ........q.. ~ ~ , . ..1.~ ....e.. ..s.....o-- 4 ...........n.. ..:.-...a.. : ..e„.,.....e.. ; S , ~ i ..e.... .....e... : , ~ i i , 3 , t ' i [ i i i . .e....... _ . E ~ i ~ -
; 50 YR FLOOD _ - - ..a.........a.. r - , : I a I , , -,a.. ..4,- . .e-- • , 210 , ,
PLAIN = 211.00 210 . . , - a. .7....,e _b...;_.... _ _..._~.....e.. . .F..a. r ~ i.. : - _ ~ ~ -1 E . ~ i :
_e...n.... ~ 4 . - : : : : r . : _ .b. ..,......r » . r.. ' . ..r - .A. ...r... r.. ~ ..q- ..q.. ..d-. - ' .e.. i . ..,.....a-. v ..d.. i . - - . ..e. , I ..d- .w- r.. ,.q , i ~ ~
: ..i.. ro ...a.. ..s-. , i i ~ : ;i I i i i , : t. .e . . - .e..
: ~ _ 10 YR FLOOD 1 ~i b....i.... ...q-....~.. ..a.. s.. ~i ..w- y. ~ , ..b.. ..e.. ..l ..d, . ~ - , i ~ : ..a ..:................w.. : _ ~n , , s.. -i-- ~ 'L_ , 4 ..o.. ti. : : i ~ - a_ ..2... .r...L..-. - - ..b- _ ~ : :
- . PLAIN - 207.0 - ........q.. ;.....a..:.,... r : " 4.. . 4.. a....;...... i ..A.. , ,.a.. ..~,,...a. ..a.. - 5 , : 2 0 , , ,
; - _ _ , ..q.. . -t... 205 - - E . ,,...a.. _ ..y. _ ' . .....4. . _ ~ i r ..e. ; -r ..a. , .r.....:. _ . I - I, , _ ....L.. , . : ..n.
....a....;....... . .:.....e.. - - r~.. ..ry... .-i-.. ..q....:.....q...._ ..q....,.....q : ..4.. ..4.. ...i - ..3....,-.. i i ' i : : ~ ..n a. e.. ...f .y., ..b.. ..r.. . .n„ . , .,r ..s . . Y.. .,.F ..i. .........4., ...y a , ..a., ,.1.., ...I : I ~ I , i ,
: ~ i ~ i , : : i , , , , , , , , I i , , , 4 , .i - .4.. ..o..l : { , .6 ~ , --r ..o.. „ ~ I, : , i : J YYY SSSS
..;-....k.. . .v ,.....4. 4.. < ~ ...4. ..a_. .i.. - ,.....s., .,»......sr.. ' : ~ i - , - < : .....i ~ t i , ~ ~ , , ..~.-...r.. i . : i ' , " 1 ~ 11 . ,
: i ~ : ' - v - ..q_ . , , , , ; ~I a , , , 200
F ?/1~~~~RJ t, LEGEND i ~ ~ , I i. : i E _ .r. I= - 2 : I ~ ..s.. , .1. I' , , -
200 , ...4.. - - e 4... ~ . 8 - _ - - - V. 197.3 - ' ~ EXST. SPOT ELE i r ~ . ~ . d-. ..T. ' .w. , ' I .o. i .r.~ r n . Y I- , i , 1
PROP. SPOT ELEV. (188,50} _o.. a . E : : _ ..d. I ~--I--s I j.. . , ~ ~ r
.a. _ _r.. _ . f ...^...-q_ _r. : . , : : - ' ..5.. .4.. w. - rT , - _ . . . , . , + t -t. ...f. .,..,.~.,_a .a - .k.. t . _e.. a,. . . : ~ ~ , ,
....a.. , : _ ' _4- ~ - ~ _i._ ,.a.. ; - e ,....b - ,-e- i - - - , • _ ~ . , I : 95 , , , , : _
: _ 195 ~ - _ e e..... _e - _ ~ -------e-- , e. ..1,.....~ _ a , - w.. . :
i ...n......_... --...a...r. ..x... . ..i... .e... . : : - .-S.. ,.5......p.. . n._ ...a-- ..n. ..A ..a : i ..y.. ..q. ......---q ........L.- .y.... r'. i i i ? - ' ..w- ..s.. i i - . ..b.. .r , ' -u.. r : ! i i a I _ .........a.. ..ti....4 - ..t.... . ---....,,..4. !4 . _ . .1,. W..._ .,G..; , _ , .e. ~ - - - 3 i
..i- ..i.. ..a.. 1 - 0 : : i n .,.4.. „ , o
i - ~ i .q • i _ 1 i.. ..4 1 q .d- - ~ : : - : v { , , . : ..a_. , , , . Y ~ ~ - I° ~--I-- , - , . : , , , . : : , - ~ : : i . i r- ,
: : : u_ ..Q.....d-. 'i - - ; ~ i. ~ i __I - . _a.:.., . .."t - - i ..y.. ....r ..d.. I i i ...6....~.-.. t - ~ , . : j1 i i-- .......i.. --e. ~ 190 : 1 : : ,
..i.. ..q......-- ....-r.... - , „a.. ~ , : i i --7 -"t - y e.. .,p.. , .f... . ....a_ ~ - -5 , ! y_ . ..I., „J..,
190 ~ - - ~ : : ' i i : : : .g.. _ ; _ _ .a r .d-- ..d. „i.. ..v'.. - r ~ i - , - : I t t : ..d.. ,.,1.. , ~ ; ....e... , s.. - , - ~ ' r • . - , ~ a a - -a-- - ~ --4-
- ..o.. ....e.. .a : ..i... ~ - - : i , i _ : i i 'r ..n....;- ..A~-. : - . ..q : - .i.....d. ...i-. . I . ...,...d.. -o-. , ' s r.~ 4-- --I°~- - . , a , , ~ a , .,.I-. , ..I.. . ,
_a_ - , I , .r - -1. I r ...a.. ~ _ 4, a. ~ , .....e.. r. i~ : .m ~ ..v 4 ~ _ - .
a ..a . a-- . .:....a.....a...;... _ _ "-a- 4-- _..q.. ; : 1.. . ...a....4.. ; ..4....~...... _a....4. . i..v. I ...1... , f , .n. . _ ...a.. { , , , 5 . ,.d.. ..i,. n b . ~ .,l,.. ..a.. ..p ~ ..o.. ..L. . 1 ~ ~ i c : : : : 85 : , :
~ - : ~ 1 : ; ....~.....e....... --,s.. . - t ~ _ a..~ _ t • E- ,7
' ......d... ....b . 185 _ : , - -.-....b. ...;.....m...; ....t.. . ......d-- - - : ..p....,... .r.. ...i.....e-. . : ~ ...w.....; . . ..3. .{.-..r. .e , , I . F - --C - _.I_ - :
: : -.a.. .......o.. ..:.....a.. ~ i .....a... i i i , : i - i ; i i i i j e- ' : r , I i , , ' : I --R....,.....e.. .
r 4 d p , ~ ..A. ..A-. ..q.. . i i ...e.....o.. ..-w .d ..s- ..a... ..a ~ . i ~ i - - - - . A , a.. . i , r --.,,.R.. ~ ..4..~.. ,,.a.. . ,.,_.._4--~ e_ _ rw. ...4_ . _ , ,
~ : ..4..~.. ..a.. ..i.....q_ t ...e. . . ..a - ,i t : , , ~ .,q., ...;_.I. ..a.. : - ,....e., , 1 ~ I , 180
. i ~ '....i..........;....;... 1... a "i ..4.. ;.....4„ 35 45 55 65 75 85 95 5 15
5 35 180 5 5 95 85 75 65 55 4 25 1 50 40 30 35 25 15 5 5 15 25 10 10 20 30 40 50 60 70 80 90 ~ pp 10 20 30 20
20 10 90 80 70 60 30 100
0
1' 1' 3'-3"
VARIES
' 32' MIN. E ~ NOTE:
r0 2 ' L 20 18" CROSSING LOCATED THE ABOVE DRAWING AND PROFILE DEPICTS THE
U TRAIL (199.0) NEAR THE INTERSECTION OF CREEKSIDE DRIVE AND WAKE FOREST ROAD,
rr n ~ 10 18 THICK RIP-RAP #4 "J" RE-BAR 12"
o SLOPE CLASS 1 0 4" O.C. 63"x24" 2 I
0 N -•II•- " 3
GEOTEXTILE
FABRIC ti ti SOILti SOILti #4 RE-BAR
30 1, 30" THICK RIP-RAP EXIST. CONC. 193.5± 10" O.C.-E.W.
,r A 30 THICK RIP-RAP APRON CLASS 1 APRON
° RIP-RAP APRON CLASS 2 REVISION DATE DESCRIPTION BY APP
~A1 ' 2' 10' 10-- 1 ' 24 ` ~ GREENWAY SYSTEM
10 2 (3) 84 CMP . ; CAPITAL AREA 2 DESIGNED GLA
ABC ~ 4 STONE BACKFILL 2 CONC. 1 1
APRON TYP. 3 DRAWN JSM RALEIGH NORTH CAROLINA ,
(188.5) CONC. ELEV. 1" " 30
6" 188.0 PIPE INVERT 30" U ( ) CHECKED GLA PROFIT F SCAT E
W n ` 0 30 ,
30" , m 1 GEOTEXTILE ' ALE = 1" = 5' JLM • - VERTICAL SC APPROVED
~ FILL BOTTOM OF (12 )#57 yJ ' XTILE „ FABRIC D STONE 1 GEOTE
CULVERT W/ 6 WASHE FABRIC HORIZONTAL SCALE = 1" = 10' SUBMITTED ELM PROFILE 184
z FILTER FABRIC OF CONC. BASE H
HAYES SEAY MATTERN & MATTERN,INC. SCALE COMM. ' , AS SHOWN NO. 7522
N CROSS-SECTION THRU CULVERT N ti ARCHITECTS -ENGINEERS -PLANNERS
U7 W N -NOT RELEASED FOR CONSTRUCTION FINAL DESIG DATE SHEET RALEIGH, NORTH CAROLINA U UST 1999 C20 AG
J t-+
lL

oo. 4
201.05
x
20
I R 0 _
N
~ S 4 CMP p o AMP W
~ x ~0 R
ii / q. D
y `t 01.1 x 2;2 V ~ ~ C ~ /v 2:2
` ~ ~ ~ ~ '4 r PARKING E
S E AREA M
iX - F I T N . ,
z~ -
01. ~ 94.-0 x2 2.8. x 203.78 X ,
,,x198.41.,... .......201.29. ,
.9 201
3 1 8. 3 38.
x 19851 26 ' INSTALL PROP. 4 HIGH
x.__ 99: c 99. ~ FENCE ALONG THIS SECTION 'x 8
8.6~ ,q .1 ~ .1 ~ ~ OF TRAIL SEE DETAIL
T t ] ~ ~ , I :203._. ~ 0 . X 5
20 10 0 20 40 ~ 96,.4 96.45 , 02.94 D32
1 "=20' x 203.
c , ~ 'x x : 204.09
F F k ~~0.63.
203.5 2>~
oo X X o~.sa
.
: . I
i ~ ' ~ ~ ~ r y. Y1.. i
- -a_ - ~ ~ - .w . _rv ~ 9 ~ i.~ ~ a - t _ : C ~
soo vn ~.ooo PLMN ~ 217.90 w_y_ ~ ~ - r T,I. . i. i _ r_ ....w s .r .a. I' .F. ~a
~ - ~ a r r _r. _.._-r-.i ~ , I L. ..Y. w ~ t 1 I - ..w . ~ _ i :
..w 215 ~ ~ _ - - ~ r_.. 4 - ~ - r , a w w 4 I ~ t ~ ~ - _ ..,_-I-. _ y_. t ~ i i I - '-r ~ - . Y i
i I D r.-.~.. _ _ . -1_ ~ ~ A k . . i 7 ~ b .w „~.N_ ' - - _ ~
.tw - ~ 100 1R Fl.000 -r-,' _ . - , _ . ...u.. _ . _.t,.. PIACJ 213.50 -r-t~ ~ --r'- ~ I ' ~i I . 4 ~ - - ' v
I ~ . .r . ~ ~ , . y _ ~ F . + , ._r ~ a r,_ ~ ..k __r.. K- - ~ : - v.. ~ v , , . I : i, . ~ I - I - I
. 1_ . . r 50 YR FLOOD ~ i ~ . H..:.. N .p. r -r r ~ i : - I : r.i...... i. I I - ~-r a r. . _v - i i _ ~ 7 ..c . .v. ~ .i. w-.. ...4 r ~ t ' I
F1AIN ~ 211.00 i _ w ; . ~ A , r r r r - ! ~ t .y _.;......_y.. ~ ~ _ . i i ' r_ _ ' ~ . _ i, ~ I I ~ . , , g~-I- - - ~ . i y_... .
210 _ ~ r m ;'I I I _i. : i . ~ r . ~ , . :r r " _N ._w ~ i . i , m_ - . ; i I
i..' r.: .u. y ~.1.. .i' ~ .L-.w.. ..e.. .t-. z... r . r t ~ ~ i ..i .A.._ a r -r a ~ - r. F n w ..~._r r . , _ . : : ~ ~ - 4 r ~ i' I : I :
~ ~ i 10 YR FLOOD Nt I i . ' ..r
F'WN~207.D0 ' ~ ' _1, ~ r; i 4 ~ r. 1 . 1. ....I i l , y. , r y. r .I... . C i- _ _r.}_ _
, e . ; . ~ ~ ~ ~ 1 G'aol' ~ . y-
205 ` . , . o_. LEGEND 9 w~ .w . ' a r- .t : ~ _ r,_
w_. 1 4_.a r , ~ ; ~ ~ _ a a-~-- TELEV. 200.6 ~ ~ -._r , , _ r. EXST. SPO - - ~ ' : : : i . j
,..w_ PROP. SPOT ELEV, 198.00) . ~ r , ; ' ~1 4 - , r . , . ~ . _....r 2 dot a.. 1... ~ . _ _r . ~.M . . ~L y
. , ._i., ~.w t . b „i d p.J ' o... ~ I 1. , + _ _L,.. . . < < w - _ r
_ t w.{ ~ r v -r i - ~ r ~ i. , I ; 1 I ; ~ : : , i t I I i. s_.... ~ ' i ~ ~ i ~ I k ~ I i ~ ~ l t' ,..j I 1~~} _ ;
i. 1 r t r. r... - t 4 ~ F .+'i f 200 , Y ~ ~l ~ _l. „.k.. i r-. ~ N 1~# i ~ , t i . I Rf . . . ~ 4 x~-x ~4~ , REDS ~ ` .
, v . M C,.~.~ r ,_E... , , i _ ~ .
_ I ~ ' F ~ - a 1 ~ I ..a.. ' . , I 1~
..i r ,.-,-.b. + i F l . , , i.. a_, . _u._ ' ~ F ~ - ~ _ o r c I. r P 1~ 1~JflS ' 4
l.... r 1 4,; - . b ~ r{ ' i ~ ~ .J , , I.
19 „ n . 7; 5 ~ , ..._r ~ . , Y F i . , r ~ I I ~ - F-1 7 ~ : : _ j a ~.._w _ ~ r I. ' _ r I _ . i .r. , , I . , . _ ° x
a v . i . , E~TE +LE ~ - _w_. : r-
~ . ; ; . r L.. i,. t ..r -.i.. i .i 1... u.......+. t t r4-. ~ . t I ~ i .r . r ~ . .t,. . l I 1' L ' ~ I
' , . a i r r .'i.,.''r., , . i r . ' F 't 4 1 .,v..'' r
, D 9, ~.1.. ~N '..4 , ~ r... , . .r.., ~ -
190 ! ~ ~ _ r . r . . ...n. I ,..r 5 f. I ~ i , .v , . a...~...n....A . ..........r t r . ~ : : i
> r . ~ w.... . , _t..... , t ~ ~ j„~ t j~1r~ }}fir . ~I I .r. ....r... i. ~ i i i :
_ _ .,L... i i,- ~ 1 i ' L, ...,.r n. ..~I . I ,Y...1. 1 t , . i. I.~... n i ..i.
- , . 1 N ~ r 7 , . i , : r .,.4 . . . .r...i I,. a „ ..ti . i I i i ''r~. r I r . ,r t. n. i ' ~ i r, ' ,r ~ a . I ~ ~...4 . ; ,.r . , i.. ,.i. , .
f _ _ _ Y _ . - °-.r. , ~ .5.. ~ I i - j, r , S
185 15 5 25 35 45 55 65 75 85 95 5 15 25 35 45 5 5 5 15
95 85 75 65 55 45 35 25 80 70 60 50 40 30 20 10 4 50 60 70 80 90 10 20 30 40 50 60 10 20 30 0 100
100 90
0 0
G E
Q NOTE:
40' U THE ABOVE DRAWING AND PROFILE DEPICTS THE CROSSING
1 TO 1 SLOPE z LOCATED BETWEEN WEST HODGES AND CREEKSIDE DRIVE.
PROP. ELEV. (202.00 TRAIL o 89
o g' 7 10
HOULD TRAIL SHOULDER SLOP , SLOPE 12
12 OUTLET PROTECTIO
m INLET PROTECTION
CU
4' SSELECT BACKFILLZ ~ I
REVISION DATE DESCRIPTION BY APP
9 9 D9 D CLASS I CAPITAL AREA GREENWAY SYSTEM
4x8 x3/4 PRESSURE 4 -RAP CRABTREE CREEH RIP REE CREEK DESIGNED GLA
TREATED PLYWOOD 7 84 CMP DRAWN JSM RALEIGH, NORTH CAROLINA
D ~ EXIST. 3
CUT 8 OPENING SWALE CHECKED GlA
AT BOTTOM-BOTH - - BOTTOM W w ENDS
- 9 APPROVED JLM
m 2 a #57 WASHED STONE TILE FABRIC GEOTEX
PROP. ELEV. 189.00) VERTICAL SCALE = 1" = 5' SUBMITTED ELM PROFILE 180
Q z H PROP. ELEV. (191.00
HORIZONTAL SCALE = 1 ° = 10' SCALE COMM. HAYES SEAM ATTERN ~ MATTERN,INC.
N EcTio~ N TERAL S LA ' ' AS SHOWN N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
IGN -NOT RELEASED FOR CONSTRUCTION HEET FINAL DES DATE S
ASE 0 SC N W RALEIGH, NORTH CAROLINA AUGUST 1999 C21
H L~_

O ~ i ~ i \ i
.V i ~ ~ I I \ \ ~
~ INSTALL PROP. 4 a ; r
HIGH FENCE ALONG THIS i i ~ \ ' `...1 i 1 \
W p SECTION OF TRAIL i i / ~
r SEE DETAIL ' ~ ~ , 5 ~ ~ EXIST. SHED
~ ` l ~ ,
3~ D32 , ; X , -
- 0~ , _
_ ~ , ~ ,
, . , . 9
i
V
- ~ 20 .
I X

1 .2 INSTALL STANDARD PARKING EA TRAIL DESIGN
18 SEE DETAIL ~ X2
~ x1 84" CMP 1
X199.66 ~ D26
4,r

~ 7 - ;
~ f
~ 1 .90 a
.
c
~ ~ ~ xti * ` xti
x199.6
~ \ h^_ 1 ^ \ } • 1 2 .88
197.0..., a y X 200.
F ~ ~ F x a I
X ~ w
0' 10' 0 20° 40' 2 , x w 196.7 X X 53 ~
1 =20 ~ , ~ , ~ 198.9 198.9 3,3~ ~
j ~0 ~ ~ ~ ~ -
x ~ I
'w ~
r ~ II x i ; i
i - _
FINN-217. - r T i - i.' j r, ~ ~ ~ , - a ' -
~ ~ I ' I , I I ~ : ~ - ~ . ~ -
215 . ..4 a _ _ 215 _
W . . 100 YR FLOOD .T _..-1 ~ _ _ : r .a_-' _ ti ~ - - - .....d.. .-:.6 1-.i.-.. ..!....1 ; . - I I I ' r ...p. 1. . a .:_z-.. . ._,y. - - _ .:..r e
PIAIN ~ 217.50 ~ . - ._I_,. 4..~... . - - - i:, is ! : I i
...I ...a.. I I ' ,.L_ ......u :..._a.1 so rx FLOOD Y:..
a,u+ - 211.00 + ~ - - - r_ f i. ~ I
~ J,.. 210 , ~ a - _ti - - 210 --r--- ; ..f. - - ~ ~ - - - , - .art - - . , I
4 _ I LEGEND _ ~ - ~ - I ¢ . r ~ . I I G.. -
r: 1 EXST. SPOT ELEV. 188.84 ,D,~ FlAOD I i I
' PROP. SPOT ELEV. (201.00) ~ t , - - _ - `i~ _ ~ ..r.„. i . i. ~ ....,....4 ,.....a. ~ - _ - -
_ Y I + `t r, ~ ~ ~ - - : n
205 1 . I ..w. ~ ~ 05 4 I e. .4. - i 4
E ~ ~ -n ~ - ~ ........a..~ . ' , .,a..~..:..~.. .e.~ . 4 i 1 ' ~ ' t ~ _ f. ;i
d. i.. I - ~ I 1 ~ ~ ~ i t I -r ~.-1 - y--~--?' ~ : ~ - - r 6 ...r F... ; ~ , a ,
' ~ I , - ~ F ~ e i f. E i i~ ~ ~ 9 i I t ~ .3. ~ i j a J
~ . , i I r . . _ a r } ~ ~ ~ ~ , ~ ~ j.., : ~ ~ ~ i F
> > I 200 - ~ _a _ . ~ I I _ _ . 200 t t ~ -
r .fly t ~ ~ ~ ..i..°- .-e- ~ f a ~ .F..4 6 ,q: r , r ~ _ i.. 1.;. v b . I _ r 4 . , a. ~ , I , _ ,..4 a.~ - - .a-
r i.~ . w-. ~ _ . _ _r..r - n-.~ -4 7 ~ I i i - ~ r . _ 1 - r . r~ r°° a , , , ~ i , ~ 1.._._.
_ i., , . , r ~I Mt . ; W. i r ~ 1 I j . ~ . r t + e. . ~ . t 41.ro. E-~ - -
t- 1-. . ~ 4..r.. _ ~ : - .rte. a . _ 4.:... . _ _ { k ..i_. I r..~. , i .......,..4.. .....-r-r.-,.....~. _
195 _ , : ~ - r . t . , ~ . - 195 'T ~
~ r .P... . _ , , I A.., . - r r r . ~ _
.v . . ~ ~ ,4.. I r i : I ~ v . ; 1 I I I
~ - : I r .w . - : 4 r . n. ..i.... - . .e . ...1... - _ r.
~ 4 ; ,...a , , ~ I. r... . v ~ y . . FpCB I _ : ._v . .4
190 ~ ' µ T
- - .u....: ~ _~..a ~ -F • ; . . ._i ~ a 1 ~ ~ I _ t E ,..o . _ e . - _ .....1 . , r ; : - r I ~ I .ra _ ...-F-- .w.A ..i., i.
~ . r ~ r..r. .w.. T r_ ~ I. .~_.r. ..i._1 I ...W.
..r - - r t 7 a k I i 7... r - ~ , . , . w..y : i i - ~ i .r. .r .......a.... r-i-.'-
~ i , . _ . , i ~ - . _ -a--+ r y....- k~ _ _v... e.... - e _ .s . I , v... r . _ ~ ' {
185 r - - -r _ _ , a . - _ a .a ~ 185 . ~ I . , .a
J.. ~ ~ w_„. p y ~ i - ~ t - r i ~ 4 r ...r.. ~ ._n _ r. ...a..
~ L. ~ -i...G -
65 55 45 35 25 15 5 5 95 85 75 5 15 25 35 45 55 65 75 85 95 5 15 25 35 45
90 80 70 60 50 40 30 20 10 10 100 10 20 30 40 50 60 70 80 90 ~ ~ O 10 20 30 40 50
Q
o
z
NOTE:
° ° 40' ° THE ABOVE DRAWING AND PROFILE DEPICTS THE
N 1 TO 1 SLOPE N PROP. ELEV. (201.00) TRAIL CROSSING LOCATED AT THE END OF INDUSTRIAL DRIVE
g' 7' 10' 7' 8'
ti SLOPE SHOULDE TAIL SHOULDER SLOPE , 12 12
O INLET PROTECTION OUTLET PROT I N
C I , REVISION DATE DESCRIPTION 8Y APP
SSELECT BACKFILLi 4 i I
m I DESIGNED c~A CAPITAL AREA GREENWAY SYSTEM
4'x8'x3 4" PRESSURE ~ CLASS / 4 DRAWN BROJ
N TREATED PLYWOOD "CMP RIP -RAP CRABTREE CREEK 7 84 CREEK RALEIGH, NORTH CAROLINA
CHECKED GLA
W ~ ~ ` EXIST. CUT 8 OPENING ri, t~IR. , m .~.r .~~~.9,j . SWALE
AT BOTTOM-BOTH =~~.'~~~v~~ BOTTOM ~~aw~r~~ .a _ PROFILE SCALE
ENDS ~ ~ ~ ~ - HORIZONTAL SCALE: 1" = 10' APPROVED JLM
1 a 57 WASHED STONE GEOTEXTILE FABRIC z H VERTICAL SCALE: 1 " = 5' SUBMITTED JLNI PROFILE 178
PROP. ELEV. (190.00)
~t PROP. ELEV. {189.00) CU HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
n S ECTI 0 N LATERAL ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H CALF NO S RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C2

i
201,4 ' 2 3 x A
Pt No: 490 14 T\
01,7 Pt Name: S 0 ~ ~ x ' ~ 0
~ , , ~ ~ El ev: 199.00 ~ 3 ~i ' o _ _ _ - • 3
Desc: ABT ~ a ~ ~ ~
~ Nth: 751202.22050 196.2 x ~ . 0 0 x
_ Est: 2113403.79958 A .62 \ ttl ~1 Pt No: 489 ~ o h
~ Pt Name:
o 12 HDPE Long: -67°421.3.2882 R ' Elev: 197.50 ~ R
Nth: 75 ~52~50 ~ ~ Grid . ~ , Desc: ABT Z
Grid Est: 2113403.79958 w Nth: 751188.16593 ~
~ r u abt G o p. 0 Est: 2113454.88959 ~ k
S ~ 186.0 ' p ~ ~ ~ W Lat: 2°415.4199 ~ z ,z
0 T98.37 ' ~ ~ x ' > 203.26 Long: -67°4212.7843 ~
197.11 x1,97.11 I Grid Nth: 751188.16593
'D j i ' -I Grid Est: 2113454.88959
6 0,..--~. !x197:62 , Grou abt P
~Op 49
~ ~ ' 198,4 a
/ ~ ~ ' ~ ~ 0
N ' 196.58 ~ ~ 6.58 ~
~ x ~8 ~.88 199.0 ~ 7.7 1'~ ~ ~ 4 ' ~ ' v .ter p0
1199,8 x ~ ~ , ~ ~ ~ ~ ~
~I _ r ~ ~ ~ ti ,
' i ~ ~ ~ ~ ~ 197.50 y , 197.50 w ~ i p
0 k - -
C ~ 1.85J0 _ 198.83 - - - - .
T ~ _ „ ~ x 195.1~~8 ,.,x 197.52 .f ~ ~ ~
~ ~ X7.52 - ~ ~ - x2 ,
ti . / h ~ ~ SOCK CH . -ROCK CHECK DAB x2 .50
k ~ ~ ~ ~ ~ SEE DETA SEE DETAIL ~ -
` 2 ~ ._r--
F, _ D29
20 10 0 20 40
1 "=20'
202.13
_ _ _ .
x 205.64 P01,4 _ -
~ . "-„r.
r r--,-r -r -t~ r . _ w. _ ~ _ _ _ .x_. ~ ~ _ W-. r , C ~ , ~ ~ - .r
J . ' ' ~ - ~ ~ I. ~ i r.. ~ ~ - ~
500 YR FLOOD _ . _ _ _ - ! - ~ W.~ , ~ , , - ~ _ _y_., r,
PLAIN - 215.00' _r _ _F _ _ _ _ 215 _ ~ r- - ...t. ~ ~ _ ~ ~ - .-.1- _ - ~ ;-I f ~ ~ 215 _
I r_ _ ~ _ _ E- - -r. _ ~ ~ ~ ~ ~ _ _ ~ ~ ~ - r ~ ~ r_ . ~ ~ ~ _ _ ~ L.:_ W
t - r
4 ! ~ _ - _ . .r. ~ ~ ~ _ ~ . .b.. - - - 100 YR FLOOD , - ~
. r ~ -t- PLAIN = 211.60' ~ - L
- v ..7 ~ ~ . _ r-~- ~ = _ - 50 YR FLOOD 210 ~r. ~ ~ i ~ ~ ~ ~ ~ ! ' _ _ _ _.~._I.-. _ _ _ - ~ . A._... -e - ~ ~ _F_ - ~ - ~ . i ~ ~ - i ~ 210 - - - - - .._a . _ _ - _ ~
PLAIN = 209.30 _ - ~ ~ - - ~_r ~ ~ ~ . _ r_ N ~ - ~ ~..1_' u_ -a- - - - r
LEGEND ~ - ~ ~-r w~ ~ ~ ~ ~ ~ ~ - - ~ ~ _i- r . - i - i i _i
EXST. SPOT ELEV. 201.68 ~ i _ ~ ~ _ ~ _ _ ~ ~ ~ . f i y _ _ ~ _ ~ _ ~ L - f -
PROP. SPOT ELEV. 197.00 ~ - - v .;--G 1.;.k.-- ~ - ( } - - 10 YR FLOOD
- '205 PLAIN - 205.50 205
. r i i L r - t- - ~ - ~ - - - 1-~ - ~ I ~ } _'_r. i_ `rte ~ i
_ r- - _ - ` ~ r _ _ ~ ~ L_~ ~ .t
i~ _ w~ ~ - - fi
_ J(" ~ _ r'- r - -1
- r~; -t- I ; ' 200 ~ ' --t E- j- ~ ~
_ _._L.,_ ~ - _ I ~_.-_t - Y ~ F - - - - - - ~ - 200 ~ ± ~
_.w_ ` - r ~ ~ f - ;
L _ - ~ - T ~ _ - _N - - - ~ i I i
, ~ ~ F-- i - r. l ; . - ; -r-- ~ 1 1.~- ~i
- - ~ r ~ ~ r _n L._.. ~ ~ -.r_: _ _ -I- ~ - 1 ~ _ f
- - ~ + - - K F - - ~_P_ - , r 1 - - , - - - - - - - ~ 195 I F ` f" -
r J y
; - _ _ _ ~ _ _i,..T_. i ~ + ~ - ' - -
_ _ ~ - r ~ r ; ~ 1 - 4.-
t ~ _ _ r - --i_ ~ _ - 190
190 p - I. 1 ~ i t i _ _ ~ _ _ _t ~ . - _ ~ ~ - } 1. ~ ~ - a 1~`
~r
_ ~ w
- ` - ~t~ _ . ~ w_ ~ ~ - r.._..~ _ _ _ ~ ~ ' , -i_~-'_ _~__I . r _ _ _r~.__.w 1 .
7 y ~ _ M_ . , . ~ _ w- ,--C_, -w.~.. ~ ~ ~ - -
185 ( . ' ~ 185 ~ - _ . w_ , ,
I L..__ ' . _ - ~ , , I ~ 1 p~.~ i~
+ . f i I f ~ _ w m m~,_.. .,-r-. _ - a-~r p-_ ~ _ ..-J _ ~.-s
~ - r ~ k ~ ~ ~ _ ~ t~ ~ . ~ . w ~ r ~ . ; . ~ f _ _.r. _w.._~. _ , ~ . ~ - - - . i _.1~~ . _
k - ~ -w w... r - ; _ ~ - - - ~ ~ ~ - -k.. _ v.._ ~ _.j- - - I' t,
180 95 85 75 65 55 45 35 25 15 5 5 15 180 15 25 35 45 55 65 75 85 95 5 15 25 35 45
z 1 Q ~ 90 80 70 60 50 40 30 20 10 10 10 20 30 40 50 60 70 80 90 ~ ~ O 10 20 30 40 50
0 0 0
N (U
V O
m
Q
NOTE:
THE ABOVE DRAWING AND PROFILE DEPICTS THE
CROSSING NEAR ATLANTIC AVE. AND HODGES ST. REVISION DATE DESCRIPTION BY APP
3
m 3 CAPIT DESIGNED cLa AL AREA GREENWAY SYSTEM
(Y7 CU U j DRAWN RNC rt- RALEIGH, NORTH CAROLINA
W UV
W W H CHECKED GLA
m Q W
U J VERTICAL SCALE = 1" = 5' APPROVED XXX
Q Z HORIZONTAL SCALE = 1" = 10'
H SUBMITTED xxx PROFILE 161
CU CU Lf~
h HAVES, SEAY, MATTERN &MATTERN INC. SCALE COMM. ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS
H IL FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C23
S

rF ~ ; ~ , /
r ; PLACE 30 LF OF CLASS 1
RIP-RAP 30 THK. AT PIPE ' , f.~
,~~XIST. SEWER / OUTLET ALONG CREEK BOTTOM
N r' CROSSING AT
THIS LOCATION. ,F' ~ r
/ ~ ~ FIELD VERIF~C: ~ ,
~ ~ 0~ ~ o / r ~ ~ r
X ~ » ; ~ f ; 84 CMf'' t
i ~ ~ ~ / ~ ,
~ ~ i ~
~ i ~ ~ i ~
~ ~ i ~ i j ~ ~
~ , ~
/ l ~ i . I r /
~f f , l ~ f f ~ ~ l
i l ' , / , ~ ..y ' ~ i
i % • i ~ ~ . i r ~ ~ %
. r 193.34 - t ' ~ ~ i ~ ~ . r i ! J , ; i. . ~ Y
/ r ; r
' ; f,,.
; - / r / ~ ~
~ ~ ~
r ; ~ / ' ~ F°°
fir' / 1 i~ ~ _ r j
r / . ~
~ , r f ~ ' - , ,o ,i r%~ ~ END TRAIL DESIGN W/
r' y ~ I ~ r , • ~ EXTRA STONE BASE STA rf. ; fl F F ~ ;i / / i i
~ , INSTALL ROCK ~ ' ' 72+ 30 ! i ~ F ~ i'
r CHECC< DAM f ~ i' f rf , f r r ~ SEE DETAIL f' ; ;
S~~E DETAIL ~ 2 ~ % ~ r~ r. % A; D26
2 ~ it f' / r~
~ ~ I i ~ D29 , i~ l .ti 'I ~ !f - ~ ~ j r
f ' r` r' 1 - -
r 40' 20 10 0 20 F,. ;f ~ EXIST. GREENWAY r' , ;
1 ~~=20' ~ ~ ~ r~ ~ ~ ~ % ' ~ ,
EXIST. GREENWAY ~ / l
,C
f ~ r i- ~ .
_ - _
215 215
YR FLOOD 500
PLAIN = 213.50
-
- - -
0 10 100 YR FLO ' ~ 210
PLAIN = 209.50 I
LEGEND
EXST. SPOT ELEV. 183.59 50 YR FLOOD
PROP. SPOT ELEV. (194.00) PLAIN = 207.00 -I
205 ' 205 - -

10 YR FLOOD
PLAIN = 203.00
- ~ f G--~-
200 200
- -
195 ~ E T 195
- t r--
-
i _ -
i, f 190 190
_ t , . w
r
"f-` !
j ~
185 ~ Y - 185
_ -

I )
~ -y-- f0 ! -
Q
180 95 85 75 65 55 45 35 25 15 5 5 180 5 15 25 35 45 55 65 75 85 95 5 15 25 35 45
~ ~ 0 90 80 70 60 50 40 30 20 10 Z 10 20 34 40 50 60 70 80 90 ~ 10 20 30 40 50
0 0 0
0 0 N
CD
N R
m ti
NOTE: 0
C THE ABOVE DRAWING AND PROFILE DEPICTS THE CROSSING
DOWN THE SLOPE BEHIND CROWN PONTIAC. REVISION DATE DESCRIPTION BY A P P
m 3 DESIGNED cLa CAPITAL AREA GREENWAY SYSTEM
V
N U DRAWN RNC RALEIGH, NORTH CAROLINA
W W CHECKED ALA
F-
m Q VERTICAL SCALE = 1" = 5' APPROVED JLM
U J
Q Z N HORIZONTAL SCALE = 1" = 10' SUBMITTED JLM
W PROFILE 144
N CU L(7 HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
U7 ' ' ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
r-a iL i' RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C24

r _ r
r
1
14' 14' 4' ~
14'
2' 10' ASPHALT TRAIL 2' 2' 10' ASPHALT TRAIL 4LT TRAIL 2' 2' 10' ASPHALT TRAIL 2' 8' MIN.
C MPACTED TO - SHOULDER SHOULDER CQMPACTED TO - SHOULDER ~ 2 I-2 ASPHALT SURFACE SHOULDER SHOULDER COMPACTED TO - SHOULDER CLEARANCE tFACE 8 MIN. 2 I-2 ASPHALT SURFACE
2 I-2 ASPHALT SURFACE 8 MIN. 6 6 CLEARANCE CLEARANCE 6
2% 2% 2~
~ ,ti s" ~ ~ , - AT 50' O.C. PLACE 6"
t, 2:: - XISTING ~ ~ ~ DEEP TRENCH BELOW XISTING y ,T~,,~; XISTING
GRADE ~ GRADE STONE BASE WITH 12 MAX. ~ GRADE , SLOTTED 4" HDPE ~ , , ,
~ ~ i`~ CORRAGATED PIPE WITH --------------~rd______ D' ~ PIPE TO - .1Z111Q~~.P _
i 8" AGGREGATE GEOTEXTILE ~ _ 1TIU111TI11111T GEOTEXTILE GEOTEXTILE SOCK TYPE t DAYLIGHT 12 8„ AGGREGATE BASE COURSE
95~ COMPACTED BASE COURSE FABRIC 95% COMPACTED FABRIC R-3341 OR APPROVED )MPACTED AGGREGATE EQUAL. SLOPE LENGTH CAP ENO 95~ COMPACTED GEOTEXTILE
SUBGRADE SUBGRADE ODE BASE COURSE OF PIPE ®.2% SUBGRADE FABRIC FILL 6" WD. TRENCH WITH
~ ~ STONE (DO NOT USE
> > > > 3 - solL).
1 2
NO SCALE NO SCALE
NO SCALE
15'
i ~
I ( I
ca~c ca~G
. 6'-0„ 4'-G„ 6'-D„
20 THERMO PAINTED LINES TO
Q" » COMPLY WITH NCOOT ° ° d ~ -
6 ABC STANDARDS d ~ d °
h ~S• r ~ su „ „ ° ad SOIL i 6 24 a ° d e
d e a d ' ° d e W ° Y ° d ;
Y EXP JT °d o ° ° EXP JT ' z_Q z_Q e ~ ° d °
° I-- 3 F- 3 ° ° a ° ° a ~w ~W `d x~ ° o
-O ° ° d Q~ N ° 1 W (A W lA ° ° °d° iD
2' 14' 10' ASPHALT TRAIL ° MAX: S_ LpPE ~ ^P d < °~SLOP° °
TRAIL a .~Q. e. 12.~ ° ~ a ~2.~ d .a 'n. 'a SOIL ° °
SWALE PAVEMENT MARKINGS
2' 10' ASPHALT TRAIL 2' 8' MIN. TO BEGIN AT THE
SOIL TRANSITION- PACTED TO - CLEARANCE EDGE OF C&G TACTILE WARNING SURFACE pp'' AAAAII FACE OF CURB/EDGE OF PAVEMENT .L~L~ 3000 PSI AIR ENTRAINED
~'P•) SHO 2 I-2 ASPHALT SURFACE SHOULDER 6 CONC W/ BROOM FINISH EXST EDGE OF PAVEMENT
2~ y,,.
AT 50' O.C. PLACE 8" XISTING NOTES: *SEE PLAN FOR TURNAROUND LOCATIO DEEP TRENCH BELOW ,a, GRADE )UND LOCATIONS ° ~ NEW CONCRETE NEW CONCRETE d ao
" 12" EXISTING & NEW SWALES SHALL BE STONE BASE WITH 6 ES HALL BE S RAMP(SEE DETAIL) RAMP(SEE DETAIL)
MAX DIRECTED AROUND NEW TURNAROUN HDPE CORRUGATED DBL. _ PIPE TO *SLOPE TRUCK TURNAROUND :?ECTION V TURNAROUND. 1ND :?ECTION FINISH PAVEMENT
VED - - - - WALL PIPE OR APPRO _ _ _ DAYLIGHT » IN SAME DIRECTION AS GROUND SLi GROUND SLOPE. COMPACTED SUBGRADE
EQUAL. SLOPE LENGTH 8 AGGREGATE BASE COURSE
OF PIPE ®.5q GEOTEXTILE 95~ COMPACTED FABRIC SUBGRADE .TRENCH WITH
FILL 8 WD
STONE (DO NOT USE s ~ CURB CUT RAMP
~ ~ SOIL). 5 4 D26 NO SCALE NO SCALE 2 No scALE
RC-07
NO SCALE
CONTRACTION JT PROPOSED Tf
EXPN JT 1 DEEP SEE DETAIL PROPOSED TRAIL (SEE DETAIL) EXST. OR
) Y
SIDEWALK - a PROP. CONC.
4" UNLESS OTHERWISE ~ 1- » 1 )1 f- M Y! .0.: 'r :.A.., t0.., ;0.., ~...,0.: 2 0 10 -0 2 0 a NOTED SEE C3) ~ 'e
_ ~ ~/2 fn N ' • a ~ ` ou ° °a . °
y W W W y ~ y W~ W 4" POROUS STONE FILL d°
W ~ W W ~ COMPACTED WWWWW°. W', y W f 4 W W W W~ W 6X6-W1.4X SUBGRADE
W y W~ W W W W1.4 WWF FILTER FABRIC W W W~ W W W y`/ ~~AMIP ~`W W W~ W W W
y a y MID-DEPTH W W W W W ~y e y~. W ~ BRASS W W
GRA~SS~ d o .~~w~ WWA w~~ ~ 9, 95% COMPACTED
e~ ~ y ~ ~ ~ ~ ~ w SUBGRADE
~~~w~ ~~l"~ ~ as WCy ~ y W y W y W W W W W W ~ LONGITUDINAL TRANSVERSE EXPN JT GI GEOTEXTILE 6"
. W W W W W ~ W~ W x r W~W~ W W W w> CONTRACTION JT y W W W w W ~ y a Q N° e . a ,W W y y W W y~ TRANSVERSE CONTRACTION JT FE FABRIC
y W W W ~W~. ~ ~ y W y y W~ N ®10 WIDE OR co ` a ~ ~ ~ W GREATER EXPN JT WHERE MIN.
a WALK ABUTS CURB, e EXIST. CURB ~ y W ~ ' ~ SLOPE` ~ a;` W~UJ~PEy W W <~/2 ° a W W W SAW CUT
& GUTTER W W W pO~N° y W W W W A01NN W z yy~yWyrLW .Wy~W. 6" AGGREGATE BASE
g z a~.y- Q .r a _W a d a- _ d d
o FACE OF w
o CURB EX. JT i EX. JT~_~M w N EDGE OF PAVEMENT » 50'-0"
2' CURB TAPER 2 CURB TAPER -
3000 PSI CONC W TYP 10 10
~ NEW CURB GUTTER PL~N WISH SC BROOM F NO NO SCALE
z" DOWELS PARTIAL PLAN 2 CURB TAPER
~ 2 o.c. m i~
7 1/4 R 4• 1/2» ~iiii~iiiiiii ii~i~ i~iii ii ~i iii i~i~ REVISION DATE DESCRIPTION BY APP
~~~ii~~~i i iyT~~~~~~~i ~i~i iN iii i~~i i~U , 1/4 R 4 SAW CUT USE ~i i i~~a,~i ~ ~i~ i~i~~~~ :,'o: f
m EXIST. JT. IF FINISH PAVEMENT ~ ,Q , . DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
D POSSIBLE ~ SECTION COMPACTED SUBGRADE
cCDU CONSTRUCT EXPANSION JOINTS DRAWN JSM RALEIGH NORTH CAROLINA
i WHERE WALKS MEET CURBS, 5TEPS, w WALLS OR FlXED SLABS. CONSTRUCT CONTROL JOINTS CHECKED GLA
~ ON SIDEWALKS ~ 5'-0"
m 1' 2' 10' 2' 1' EXPANSION JOINT MATERIAL SHALL BE CENTER TO CENTER.
1/2" THICK. SAW CUT TAPER RAMP TAPER SAW CUT APPROVED JLM
Q CONTRACTION JOINT z EXPANSION JOINT SUBMITTED JLM
H l.L
N CU HAYES, SEAY MATTERN & MATTERN INC. SCALE COMM.
LC7 9 ' ' N0. 7522
W 8 J NO SCALE ARCHITECTS -ENGINEERS -PLANNERS AS-NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
D26 NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST-1999 SHEET D26

NOTE:
10'-3" 2"x4° 16'LG. TOP RAIL NOTE; 1. ALL PILES SHALL HAVE A BEARING AT A DEPTH
CONT. TlP. 1. ALL PILES SWU.L HAVE A BEARING AT A DETERMINED BY SOIL BORINGS, SEE SPECIFlCATIONS. CONTACT OWNER'S REPRESENTATIVE IF
2"x6°x16°LG. TOP DEPTH DETERMINED Bf SOIL BORINGS, SEE PLATE CONT. ATTACH SPEgFlCATKNJS. CONTACT OWNER'S NOTE: DISCREPANCIES EXIST. 2. BOARDWALK WffFIOUf HANDRNL SHAH NOT EXCEED E 20" IN HEIGHT FROM DECK SURFACE TO EXISTING
C3UaT W/3" GALV. SCREWS f 1" RADIUS REPRESENTAINE IF DISCREPANCES EXIST. 1. ALL BOARDWALK SECTIONS ARE WTIHOUT HANDRAIL SHAlI NOT BASED ON A 8 FT. DESIGN MODULE. 2. BOARDWALK ODULE. GRADE
IXCEED 20` IN HEIGHT FROM DECK SURFACE TO EXISTING GRADE. 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER 2°x2"x3' WD. BLACK SPECIFlCATIONS.
4"x4"x5'-2" LG. 12° 3/8" GALV. CARRIAGE 3. ~ L~UM~ CStiAIL~PRESSURE TREATED 4. ALL LUMBER SHALL BE ATTACHED WTfH GALVANIZED VINYL COATED CHAJN SCREWS, NO NNLS SHOULD BE USED. 3/B" GALV. LINK FENCE
POSTS 4' O.C. 1"x4"x29 1/2" LG. 2'x 6"x 16'LG. HAND - BOLTS W/ WASHERS CARRIAGEV COVER PLATE FOR FOR ALL RAILS. 4. ALL LUMBER SHALL BE ATTACHED WITH 4'x4" POSTS ATTACH RAIL CONT. ROUND GALVANIZED SCREWS, NO NAILS SHOULD ~ CARRIAGE STS q"xq" P0~ 2"x4° TOP RAIL
W/ GALV. SCREWS TOP EDGES USED. 4' O.C.(TYP.) 2"x6°x16°LG. CONT. TYP. TOP PLATE
2"X4"X16'LG. 2"x6'x9'-9"LG. DECKING 23-1/2" 2'
(1) 3/8" GALV. CARRIAGE SPACER ATTACH W/ 3" GALV. 2"x2"x3'WD. 10'
BOLT W/ WASHERS (BOLT SCREWS 2 PER JOIST THRU POST) 32" PER PU1NK BLACK VINYL COATED 2'x6"xt6'LG. BOTTOM CHAIN-LINKED FENCE RAIL CONT. TYP. 2'
24" 24" 24" 24' 24" ,r . E~
4"x4` BRACE ® 8' O.C. TYP. BOTH SIDES 3" AIR 8-1/2" (2)5/B" GALV. HEX 2` . c p 80• ,
SPACE BOLTS W/ WASHERS ~ 2'
(1) 3/8".GALV. HIX ~ N Na
BOLT W/ WASHERS TYP. tt" I I I I (2)3/S" GALV. HEX BOLT W/ WASHERS X~ x 2"X6" Na O
BOTH SIDES ALL 2"x6"x16'LG. BOT. RAIL ~ N, os
° i • POSTS. 2•x5• JOINT 16' O.C. 3" NR SP. 24° MIN BLOCKING i I I I ANCHOR IN PLACE 3° AIR SPACE N Z x6
15• 114° o.c. i I ° I I ~ W/ GALV. PLATE. AND 24" CUT GALV 2x10" CONT. GALV. HURRICANE TIES JOINT 16' O.C. 2' x
MIN. HURRICANE JOISTS 24 O.C. ON AlL JOISTS. 2"x6" N, ~ 2"X12 BRACES xo
2 3 4"GALV.- TIES ON ALL ~ 12° VARIES 6"x6" PRESSURE TREATED PILES ,
HEX BOLTS JOISTS W/WASHERS. 2)2"x12"x10'LG. 8' O.C. (SEE SPECIFICATIONS). N, . " 2 o x 2#12 BEAMS a
BRACES BETWEEN VARIES 2x6 BY ANGLE
(2)2"x12"x10'LG. RAIL POSTS. 2' 2' 2' 2' 4' 2' 2' 2' B'
BEAMS W/ BLOCKING • 4' B' O.C. 4' 2"~6•
BETWEEN PILES. 1. ALL BOARDWALK SECTIONS ARE 4° BASED ON A 8 FT. DESIGN MODULE. 2' /
8'-3" O.C. (TYP.)
"x6a j 2
2 LEVEL BOARDWALK ELEVATIOP :LEVATION WITH RAILING
OSS SECTION WITH RAILING BOARDWALK CR EQUAL ~ ,
027 27 NO SCALE NO SCALE
NOTE: NOTE: QUAL
NOTE: 1. ALL PILES SFWiL HAVE A BEARING AT A DEPTH 1. ALL BOARDWALK SECTIONS ARE DETERMINED Bt' SOIL BRINGS, SEE SPEgFlCATIONS. 1. ALL BOARDWALK SECTK)NS ARE BASED ON A 8 Fi. DESIGN MODULE, ~ 2"x6"
BASED ON A B FT. DESIGN MODULE. CONTACT OWNER'S AEPRESENTATNE IF DISCREPANgES EXIST.
2.804RDWALK WTTHaII HANDRAN. SHALL NOT IXCEED 20' IN HEIGHT FRO?J DECK SURFACE TO IXISDNG
10'-3' GRADE. 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER
4'X4"Xi6'LG. CURB SPEgFMAT~S' 2"x6"x9'x9" LG. DECKING
2"x6"x10'LG. CONT. FASTEN W/ 4. ALL LUMBER SHALL BE ATTAgiED WRH GALVANIZED 20" 20" DECKING GALV. LAG SCREWS. NO NAZIS SHOULD ~ USED. 2°x2°x3' WD. BU B' ATTACHED W/ 3" GALV. 2"x2"x3' WD. BLACK SCREWS 2 PER JOIST PER
_ (2)2"x8"x16'LG. BEAM VNNYL~~TED CT VINYL COATED CHAIN LAP JOISTS PLANK UNK FENCE 12" T1P.~~
2) 5/8" GALV. HIX 4' ~+--VARIES
I I I I I BOLTS W/ WASHERS 4' 4, 4' -
Q I I I I B O.C. TYP. VARIES I f RAIL JOINT RAIL JOINT 2'
a e • PLATE AND GALVANIZED HURRICANED L JOINT L JOINT W TIES ON ALL JOISTS. 'AIL JOINT MIN.
9" • 6'x6" PRESSURE TREATED
1-1 2 PILES 8' O.C. DRNEN INTO THE GROUND (SEE
SPECIFlCATIONS)
2°x8" CONT. JOISTS 20" O.C. -LAP 12" TYP. !4)2`x8"x10'LG. > > 1/ OUTRIGGER
(2)3/4" GALV. HIX CROSS SECTION (2) D8L BEAMS B'O.C.
BOLTS W/ WASHERS W/BLOCKING BETWEEN PILES
8~ D.C.
4°X4"X16'LG. ClgtB 2"X6"X10'L0. CONT. FASTEN MI/ GALV. DECKING 3" AIR SPACE '"-r 2"x6`x16' LG. BEAK B'-3" T1P. BOTTOM RAIL POIPlT
LAG BOL BREAK 3" AIR SPACE (TYP.) 90° H~ I
POINT SLOPE YARIES ~C~N
90' 10% MAX. SLOPED HORIZONTAL
ADJUST HEIGHT OF SECTION SECTION 2'x12" CROSS-
/ ~ I / ~ ~ HORQONT SLOPED BEAM TO MATCH ~Np SLOPE
i~ / ~ ~ ~ SECTI / / ~ / GROUND ~ 5 BOARDWALK WITH R
2"x8° CONT. JOISTS a AILING FRAMING PLAN 27 NO SCALE
20" O.C. LAP 12 2' 4• HOLD 8'O.C. TYP. 4'
16' BECTON BASED ON HORZONTAL DISTANCE
8 -0 O.C. N ( I - IXISTING
~ - GROUND - I ~ I ~
6'x6" ~-i _ , PRESSURE TREATED
PILES 8' o.c. HORIZONTAL SECTION (SEE SPECIFlCATWNS) 4
i ~j ~ '9'_ F_ ,Y.
4 SLOPED BOARDWALK ELEVA - N WITHOUT RAILING 3 BOARDWALK CROSS SECTIO ~C ELEVATION WITH RAILING
27 27 NO SCALE ~~k~
NO SCALE , a~ ,
1x4 OUTSIDE COVER PLATE NOTE: AT END POST TYP. 15" LG. #4 RE-BARS
CALL PILES swat HAVE 24: O.C. EACH COURSE
A BFARMIG AT A DOEPTH a"xa"xs2° LG. Posy 135' TYP. PRE-DRILL OEIERMINm 6f S (
BORINGS, SEE • SPEgFlGTIONS. a~ 5~~
CONTACT OWNER'S (2)5/8° GALV. HEX BOLTS • REPf~SENTATNE IF w/ wASHERS (5)6"X6"X16' LG.
DISCREPANgES IXIST. ~ ASPHALT TRAIL (TYP.) TIMBERS z aoaRDwauc WITHOLIr
WWDRNL SHALL NOT 4 . 4"X4" CURB PLATE IXCEED 20° BI HEGHT S F ~ ~~m , LATE ~ ~ "3
FROM DECK SURFACE TO IXISTING GRADE. 2 2x6"x6'LG BRACE 0
3. ALL LUMBER SHALL BE BOTH SIDES ®EACH END ~ PRESSURE TREATED AS OF BOARDWALK ~ ,
PER SPECIFlCATIONS. O E 4. au LUMBER swat eE 6" ABC STONE ~ r ~ ~H d T~~,. tiu~ a r>~ ~S f.~
n ATTACHED WRH s GALVANIZED SCREWS, 2'-11 3 "
v NO NAILS SHOULD BE 0 95% COMPACTED usED. ° U ,my°.. r » ~ tr~
z (2)5/a GALV. NIX SUBGRADE BOLTS W/WASHERS 2"X4"X 10' LG. 4)2"x8"x t O' 0 16" g
o ~ 0 ;)O ~
~ LEDGER FASTEN LG. BEAMS ASPHALT (2)s/s" Guv. HIX 8" #57 WASHED TO WALL
~ TRAIL BOLT W/WASHERS o STONE BACKFILL
TYP. Q
a EXISTING GROUND EXISTING GROUND JND
~ ~ 9576 COMPACTED FASTEN TO WALL
o p SUB-GRADE I ~ Q U
~ 6" ABC V o NOTE: I~'E REVISION DATE DESCRIPTION BY APP
sroNE BURY BOTTOM 24" O.C. 1. AU P o D #4 REBAR 15 LG, BEARu 1. ALL PILES SHALL HAVE A BEARING AT A DEPTH
~ 28" ~ 8" X57 15" LG ~4 RE-B,ARS 24" o.c. vARIES TIMBER TIE BOTTOM TIMBER INTO DETER WASHED STONE EACH COURSE TYP. {PRE-DRILL) 24" MIN. BppN DElER1ANED Br 6~L DESIGNED cu CAPITAL AREA GREENWAY SYSTEM BORINGS, sEE
GROUND SPEq~ m ~ o BACKFlLL OWNEI SPECIF~ATKkIS. CONTAGT OWNER'S REPRESENTATVE
~ a 3000 PSI CONC. ~ MBERS IF DIS (B)fi'x6"x24' LG. TI 0 FOOTING ~ 2 BOAR[ Z~D1~ DRAWN RNC/JWA RALEIGH N RTH 01
o p ~ HANDF HANDRAIL sHALL Nor 0 CAR L NA
IXCEE EXIST. GRADE FROM w EXIST. GRADE 3" EXCEED 20" IN HEIGHT FROM oEgc SURFACE To CHECKED GLA
~ E)OSTIi - 3. ALL L m 4"x4'x36'LG. PRES: E)O511NG GRADE. 3. ALL LUMBER SHALL BE
~ POST (2 PER 4' PERFORATED SPECII PRESSURE TREATED AS PER sPEaF~ATIONS. APPROVED JLM
r 12" J MIN. END) DRAIN -PIPE 4. ALL L 4. ALL LUMBER SHALL BE ATfACI#D WITH GN.YANIZED
a TO DA`NGHT ~R~ z BE U! ~ SHOULO SUBMITTED JLM
BURY ONE COMPLETE TIMBER i
cNU ~4 RE-BARS 15" LG-24" O.C. ~ TIE BOTTOM TIMBER INTO HAYES, SEAM, MATTERN &MATTERN INC. SCALE COMM.
i GROUND ARCHITECTS -ENGINEERS - A AS NOTED N0. 7522 _ _ PL NNERS
a BOARDWALK TRANSITION WITHOUT RAILING W FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
J D27 D27 NO SCALE NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST 199 SHEET D27

30" 3
> , NCDOT TRAFFIC RATED 2X2 GRATE „
" 8 35 MIN. 8 4
I i4 -I~~Tiii~~ll- - to ,..III_ -111'-l~i~~~„-,iii,- ¢
„ ~ r HOLE IN FRONT ONLY ~ Do MORTAR-=.. P.r OPENING . ,
'_0 OR 2X2 SALT-TREATED Fi NOTE: HOLE TO BE DRILLED IN BED ~ ~
pECIFIED YELLOW PINE REAR OF TRASH CONTAINER AS S 6" w
~ ~ 18"x24" ~
3/8" x 4' CARRIAGE p O ALL cv U
- BOX (GALVANIZED) cABLESPUCE z NOTE: ALL SIGN WOOD ~
3 8" HEX NUT MOUNTING AREAS 2x4 ~
/ TO BE ROUTED PTSYP w ~ O ~ ~ „ O
ALL LEGS AND BACK 1 /4 DEEP. SIGNS ~ ~ ~ O m TO BE SUPPLIED Q ~ O
_ SUPPORT PfPES ARE BY RAL. PARKS. ' tr I I , .
2-3 8" GALVANIZED 1 4" HOLE SS N GROU Q ,
/ PIPE. CONTAINER COLOR- WASHER o I o - * p
DARK GREEN PIPE
1 /8" VINYL CABLE Y V
N 3000 P.S.I.
FRAME NUT ~ ~ CONCRETE 33„ o
AND BOLT 4d X ticv N I I PLAN
2° 4~ ~
SECTION
A ~ ~ a ,
1'-6" FINISH 2 ~ ° LOC WASHER NOTES:
GRADE ~ ~ ` . , ' LOOP IN CABLE MADE
WITH CABLE SPLICE 1. EITHER SOLID BRICK, SOLID BLOCK OR PRECAST
I CONCRETE MAY BE USED. ~ 2. FOR 24" R.C.P. AND LARGER USE PIPE DIA.
LENGTH A PLUS 12" FOR MINIMUM INSIDE DIMENSION.
SURFACE MATERIAL d ~ 6 -0 4 2 e „ 3. STANDARD STEPS REQUIRED ~ 16" O.C. WHERE DEPTH EXCEEDS 3'.
AS SPECIFIED d 1'-4" a 3-~ 4 „ 4. 24 x24 CASTING USED WITH 12 -18 PIPE.
CONCRETE FOOTING .4... - b coNCRETE 5. 24"x36" CASTING USED WITH 24"-30" PIPE.
3000 PSI ~
b b „ 4
NOTE: Y BLOCK ~d a MASONR , COUNTER SUNK HOLES 1 W x 1 DEEP D28 NO SCALE
ASSEMBLED AS PER ~ » 5/8 BOLT 1 -6 DIA. OR REBAR
MANUFACTURERS ~ THREADED ROD W GALV. FLAT WASHERS
INSTRUCTIONS. I AND NUTS COUNTER-SUNK ON BOTH ENDS
1 2 3 3
28 NO SCALE
D28 NO SCALE 28 NO SCALE D28 NO SC
1" 52
FOR CONC. PIPE 8" CENTER PIN STEEL PLATE BOLLARD STEEL PLATE
HANDRAIL to n
w/1 1/2 POST ~ » SST
o N ~ ~ 5 -0 O.C., PNT PNT I
N c0 ~ ~ ~ ~ ~ ~ I ~ O i _i i ~ i i
~ ~ ~ N - - ~ 4» CONCRETE ~ I 6 ~ i i i
~ i~ I i~ N SIDEWALK - 3000 PSI _y 3aoa Psi ' 1 - ~
~ ~ I ~ CONC i~ . ~ N 3 4" 4 2"x2"x L ~ 10 /
PIPE 6x6x#10 I D ~ W.W.M. CONT. HOLE CONT.
„ » ~ 1 /4 ~ cv
GRADE o o v o. p o v " TOP VIEW STEEL 4 1 x 1 x L
- - / a ..~-e- . 3„ AGGREGA-' AGGREGATE
„ v o a ~ ~ BASE o a SASE
10 ~ ~ a.:. a R~ ~ CONC / oa . (2) #4 CONT. #4 CONT.
1"x10" STEEL PIN
TYPICAL SECTION e ~ \ \ BOLLARD o
/ WEL ~ N
U WALL ~ THR ,
FINISHED
END ELEVATION » 12 GRADE
MIN HINGE PIN STEEL PLATE
" „ ,III ° a ° I I=1 t~-~-~ ~ ~=n i- 3x13 x1/2 VIII ° a a4 Ilt
DIMENSIONS AND QUANTITIES - ~ ~ II IIII° _ O
~i CONCRETE PIPE CONCRETE ° a
I' 45° ANGLE SINGLE 6 - 4 a ° 4 ° 1- FOOTING I I ° Q III -II ° I
COMMON DIMENSION PIPE D2 NO SCALE .III a ° , ° ° v ii= I-I I a b a I
D H B G T L PLAN „ ~ ~ » ~ ~~TI~~ a 9 ;ir
15 2 -5 1 -8 1 -9 1-1 2 3 -6 STEEL m PLATE CONCRETE 'IIII li!
18 2 8 2 3"x 13"x 1 /2" FOOTING =1 _ _ _ _ _ _ _ _ _ _ _ _ ° _ ~
24" 3'-4" 2'-0" 2'-9" 2-1 2" 5'-6" 2'-6"X2'-6"X - " I~IIH ~~,111111„II'~'~II_lil-III~~~III~III,-U~IIH~~-~i~-III=III-~ii- 2 0 ~ ~ 2 -6
30" 3'-9" 2'-4" 3'-6" 2-3 4" 7'-0" 45' CHAMFER
36 4 -3 2 -4 3 -9 3 7 -6 ~
E 4 1,> 42' '-11'2'-8" 4'-6"3-1 2" 9'-0" 1 x 1 REVEAL a
48>, 5'-7" 3'-0" 5' 4» 4" 10,_6„ U
Z ~ 8
2'-6" 6" x 6" SALT-TREATED TREATED
°o WOOD BOLLARD 0 STEEL ANGLE D28 NO SCALE »
(YELLOW PINE G G G G z~x~ 1 /2 X 1 /4
m V E' (WELDED)
~ d: , _ a. qR~ p 3" FINISHED GRADE ti OP . ~ A .a ~ d • ~ V BADE
~ SV .d. ~ Ce ~ e S :~a. 0
~ R,h ~ .a . n a«~ : td.. - ~ -III=III=III= =III=111-~
~1F d. d _ _ - SUBGRADE >~DE
~ ~ d'a ed. ~Pd~ ~ d•~~~ °~d III-I. b b,.~ .e a° + .d -111 Ili. ~ a'- ~ z ° - - CONCRETE FOOTING ~ d < ~ 1 /2 D , " 11" III=1 , , I- - REVISION DATE DESCRIPTION BY APP =TE FOOTING
° ° < d ° - d 1 -6 =I I ( e I ~ (3600 PSI) Psl CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
m a. ~ a ° 3 ° ~ . ~e d ° ~d ~~'a _ ~ n =III s. o
d a . 10 I SAN D DRAWN XXX RALEIGH, NORTH CAROLINA
d. ° ` ° d 4 ~ ~4'. - i ( N = - n -
W _i~~~~ _ - _ ~I- 1I ~I I I=111=111-I I CHECKED GLA
L
ELEVATION 1'-s" DIA.
SEE PLAN FOR PIPE DIAMETER APPROVED JLM
a z SUBMITTED JLM
H
N ~ 5 HAVES, SEAY MATTERN & MATTERN INC. SCALE COMM.
D28 NO SCALE D2 NO SCALE ' ' N0. 7522
W ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 199 SHEET D28

z
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FLOW
STEEL OR WOOD POST POST TO BE INSTALLED VARIABLE -AS DIRECTED BY LANDSCAPE ARCHITECT
BN.C.D.O.T. #57
Y WIRE FABRIC SLANTED TOWARD UPSTREAM 10' MAX. �J WASHED STONE CLASS "B"1 THICK
END OF DITCH. 5'MIN.--� II A o� o A RIP -RAP �_ "MIN
TOP OF DITCH NO. 2 CHICKEN WIRE (VAR.)
V BURLAP \ SEE PLAN
WIDTH OF EXISTING CHANNEL
VvzvzV/ 1.5' ' 2'
a_
v Sz
��_FP`l
\
S_0" CLASS "B" �\
N.0.D.O.T #57
26" BURLAP m I= -, RIP -RAP WASHED STONE
18' MIN. LINE CUTOFF TRENCH W/ EXTRABOTTO
M 6" MIN STRENGTH FILTER FABRIC —
6" �III—I
FILL SECTION—BB
SLOPE
k-�ND.tt_\rBPLAN,jur+E _
ED I I-111-111=1 I L-1 I F -I I I- ,TN
ANCHOR BURLAP STEEL POST 2 ��� ,� SEE PLANS 2 MIN
6" MIN WOOD POST 3'%<����� 2 2LEVEL OF
LOW I I—III = _ _ _ _ —
�� \ 1 LOWEST EMBANKMENT -III— —III I I I I I- T
l U ' III—III—III—III—III—III_ -
�V II CLASS 1 STONE
SEE
NOTES: PLAN
NOTES. NOTES:
(1) FENCE FABRIC SHALL BE MINIMUM OF 32 INCHES IN WIDTH AND SHALL HAVE A �i 1. DRAINAGE AREA NOT TO EXCEED 50 ACRES. GRAVEL BEDDING
STEEL POST TO BE MINIMUM of 6 LINE WIRES WITH 12" STAY SPACING. \�\� \ \� \ 32. MAXIMUM DAM
SPILLWAY HEIGHT
CAPABLE OF CARRYING OR FILTER FABRIC
DRIVEN IN 2', WOOD (2) BURLAP SHALL BE 7 1/2 OZ. WEIGHT AND A MINIMUM OF 32' IN WIDTH, BURLAP .
POST TO BE DRIVEN SHALL BE FASTENED ADEQUATELY TO THE FABRIC AS DIRECTED BY THE ENGINEER. THE 10 YEAR STORM.
SECTION—AA 4. SIDE SLOPES UPSTREAM: 2:1
IN 3'. (3) STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTNER ANGLE DOWNSTREAM: 3:1
5. CHECK STRUCTURE AFTER EACH RAINFALL.
STEEL TYPE. 6. CHECK STRUTURE FOR EROSION, PIPING
(4) WOOD POST SHALL BE 5 To 6 FEET IN HEIGHT AND 3 To 4 INCHES IN DIAMETER, AND ROCK DISPLACEMENT AFTER EACH
REPAIR
SILT FENCE WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN # 9 2 ROCK DAM 7. RP-RAPRSHALLDBE CLASS EBIATELY. 3 RIP—RAP LINED CHANNEL
WIRE STAPLES 1-1/2" INCHES LONG.
NO SCALE (5) REMOVE WHEN VEGETATION IS ESTABLISHED. NO SCALE NO SCALE
DETAIL 1
J�� �' �B
UPSTREAM END OFOVERFLOWA ry SEEDING SPECIFICATIONS A
1/2 DIAMETER OF PIPE STREAM CHANNEL STORM DRAIN 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
OR 12" WHICH EVER IS 5' MAX r ADVERSE SOIL BANK HECONDITIONS, IF AVAILABLE. r-jj---- '' n
GREATER COARSE AGGREGATE �yS yyyy `I�\ i 1/3 PIPE 2. RIP THE ENTIRE AREA TO 4 INCHES DEPTH. 11D z
... ....... 111
EARTH FILL COVERED BY
6" DEEP LARGE ANGULAR ROCK — y y vv vviVy ,O, 1 / _ °. *' .'y D��R 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING L_
yy 11�`I i r `''" SURFACE REASONABLY SMOOTH AND UNIFORM.
FILTER FABRIC - yV �� 000 p 0 ° �� I / Hyyyy yy � SURFACE
RF CE F ow �`� 4. APPLY AGRICULTURAL LIME UNIFORMLY AND MIX WITH SOIL. o
H y1 y cr- O p O y a 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
1=1I�II IHI I�III- �I1=1IrlIbl IbI�iJ' y� 1�y y ° 00,(:?/, o ° 00 O J ° r
y ' ow � Fjp �0 0 0 0p 0 ° o ° _ euRti BOTTOM UNIFORM SEEDBED IS PREPARED 4 INCHES DEEP. RAD=D-
10,0 _ L� 6
- yyy �I�p d0 0 C70 0 ° 0 '-1==� °F PLYWOOD 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
-I rAl =1I y Iy o 0 0 �- --� 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
I - I �w - --_�_ - WITH SOIL AFTER SEEDING. L 3 H
I � � 4 y
y W � � —
11=1f y III yw y y NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/4" EXTERIOR PLYWOOD 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR EEH
I III-Ill"TI-IIILITf (I�III-1I1- I } Why STONE APPROACH SECTION1 SHALL BE PROTECTED AT THE END OF RESEEDINGS. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
/ 5:1 MAX. SLOPE ON ROAD EACH DAY IN ACCORDANCE WITH THESE STEEL FENCE PLYWOOD INLET PROTECTION
CAPACITY OF PIPE CULVERTS ELEVATION STONE OVER FILTER CLOTH DETAILS. POST (TYP) FOLLOWING ORIGINAL LIME AND SEEDING RATES.
TOGETHER = BANK FULL FLOW UPSTREAM END OF //JIDEPTH
J STORM DRAINOVERFLOWAPPLICATION RATES GEOTEXTILE
BEDDING 9"
FLOW R URE AND
EARTH FILL COVERED BY SURFACE FLOW I II'::: II Y SE x/10 OS SF ABRUZZRYE
tNGTOA MIXTURE.
OSEED MIXT MATERIAL
LARGE ANGULAR ROCK
k( 3:
4 .....::
DIVERSION
iDIAMPIPE
ETER AGRICULTURAL LIMESTONE 100 LBS./1000 SF (140 LBS./1000 SF IN CLAY SOILS) SECTION A
y.:
ORIGINAL STREAMBANK °' MULCH - 100 LBS./1000 SF - SMALL GRAIN STRAW
COARSE AGGREGATE y y yyyy —\� yyyy yyyy WASHED STONE FILTER :d.:. .. '.,. ANCHOR - APPLY EMULSION 0 7 GAS. / 1000 SF MIN. 3D DEPTH
ACROSS PIPE INLET • ° MAINTENANCE D
IN
STONE ` ti 1. CONTRACTOR SHALL WATER AND MAINTAIN ALL SEEDED AREAS UNTIL AN DD
HARDWARE CLOTH ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED. r "
FILTER CLOTH 2. ONCE AN ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED, GEOTEXTILE
THE CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR i9'- BEDDING
STONE FILTER INLET PROTECTION THE SEEDED AREAS UNTIL THE VEGETATION REACHES A HEIGHT OF SECTION B -B MATERIAL
TEMPORARY STREAM CROSSING OPTION 4 INCHES.
3. AN ACCEPTABLE STAND OF VEGETATION SHALL BE 92% COVERAGE OR
25' STREAM CHANNEL MINIMUM BETTER. USE TYPICAL SECTION SHOWN ON PLANS OR
NORMAL SIDE SLOPE, BOTTOM WIDTH, AND
MINIMUM TOP OF BANK DEPTH OF CHANNEL, DITCH OR NATURAL GROUND.
TOP OF BANK
4 TEMPORARY STREAM CROSSING PIPE INLET PROTECTION PLYWOOD AND STONE SEEDING NOTES 10 PIPE OUTLET PROTECTION
NO SCALED29 NO SCALE D29 NO SCALE D29 NO SCALE
50' MIN.
80oO000 �0�oco 0 0 00008
Compacted Soi `2' MIN.
15' OR WIDTH OF
0 0 0 0 00
0 0 0 0 0 0 0 0 0p o 0 0 0 0 o PROPOSED TRAIL,
EXISTING o 0 V. 0 0 0 o WHICHEVER IS FIoW
o� 0`�:LEAN STONE(NO. 5�/) o� 0 0 mo 18 " min.
< -�
ROADWAY o0 o c0 00 0 00 00 0 0o GREATER. _ _
�g o 0 0 0 0 0 0 6� I I I I.
%
0 0 0 0 0 0® _--�
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. o 0 0 0 0 0 0
ea 6' TYPICAL
PLAN
II _ITL JII-jII= ANCHOR NETTING IN
=111 -III_ 1=1' A 12—INCH TRENCH
12—INCH NEW CONSTRUCTION REVISION DATE DESCRIPTION BY APP
111-1 III
,, OVERLAP JOIN
STRIPSOVERLABY ANCHORING EXISTING 50' MIN. 15' MIN. DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
ROADWAY - \ CRABTREE CREEK TRAIL
DRAWN XXX RALEIGH, NORTH CAROLINA
6" MIN. � 12" MIN.
CHECKED GLA
CROSS SECTION TEMPORARY DIVERSION DIKE
X29 NO SCALE APPROVED JLM SOIL EROSION
STRAW NET & SYNTHETIC MAT LINED CHANNEL s CONSTRUCTION ENTRANCE SUBMITTED JLM DETAILS
\L2,9,/NO SCALE \2-2,91NO SCALE HAYES, SEAY, MATTERN & MATTERN,INC. SCALE comm.O7522
FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION ARCHITECTS — ENGINEERS — PLANNERS AS NOTED
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D29

Part 2 Products Specifications 2.01 Manufacturer
How to Specify A. Pin Foundations, Inc. 8607 58th Ave. NW, Gig Diamond Pier S stems
Harbor WA 98332 206 858-8809 Y ( )
This information has been developed to assist landscape 2.02 system Type
architects, architects and engineers in providing standard A. Speed PileButterflyClip - Bracketslchps shall be hot format specifications for specific projects. It is to be used only dipped galvanized steel with hot-dip galvanized lag or Use for boardwalks Use for boardwalks
as a guideline, and should be altered as appropriate to fit specific thru bolts and eleetro galvanized lock washers. Typical
li to be A36 hot-rolled steel or stainless, without railings. with railings. conditions or project design. Italicized language indicates brackets/c ps ,
information which will vary depending on the foundation product B. Diamond Pier -Precast heads to be minimum 3500 psi 4"x12" Pressure treated beam. Use with ;d beam. Use with 2"x I O"
1 e c ntact a Pin Foundations re resentative to concrete six sack mix 3(8" a e ate with 6% air 4x10 Pressure treated be 9 you choose. Peas o p ggr g > e 4# bar confmin rin s. use with 2"x8"joists with galy. joists on top ofbeam -Field adjust heig] review revisions for your applications. entrainment. Reinforcing to b g g to level boardwalk. Minimum height 28' -Field adjust height ~4 RE-BARS 12" [inimum height 28".
Cast in place sleeves to be schedule 40, UV resistant joist hangers -Field adjust height
raj PVC. See 2.04 for connection style. to level boardwalk. Maximum height 18". Part 1 Gene Galv. mounting bracket et
2.03 Pins/Capacity -use standard 4"x6" 1.01 ScopelDescription
A. All pins to be used in pairs. Capacity relative to Galy. mounting bracket post bracket. A. The general ccnditons, alternates and addenda, applicable 12"
drawin s and technical s ecifications shall a 1 to all work length, diameter, and driving angle in site specific soils. -use standard 4"x6" g p pp Y All Pins to be schedule 80 galvanized steel, mitered or post bracket.
under this section. blunt driving end. Pins to be capped with black UV
B. The CONTRACTOR shall famished all materials labor, resistant ethyl propylene caps, sealed with 50 yeaz equipment and incidentals as shown, specified and siliconized latex caullc.
required to install Pin Foundations. 2.04 Conneetion/PostBeams
C. Work includes preparing site and soil, furnishing, preparing
n nt ali 'n levelin lumbin and A. Diamond Pier connection to be galvanized steel post foundatton compo a s, gm g, g, p g base attached to pier with single 5/8" galvanized anchor 1-1/2" Dia. sch 80 Galy.
installing foundations components, setting and driving bolt or by embedment. Alternate connections -provide steel pipes Typ. foundation pins, locking pins and cappnig pins.
(4) #4 bar stub steel for connection to cylindrical site 1.02 Related Work formed concrete riser, or provide (2} %z' galvanized steel Pins
A. Superstructure Construction anchor bolts spaced to receive plate end of a galvanized PLAN VIEW
Note: B. Wood treating/Field Treating steel riser. Anchor pins to be 10' in length.
C. Load Testing B. Pressure treated posts to have factory treated ends at
1.03 References/Standards soil contact. NOTE:
A. ASTM A 53 -Pipe, Steel, Black and Hot dipped, C. Continuous grade Beam stringers to be connected a ALL FOOTINGS TO BE - PRE-DRILLED, THEN
Zinc-coated butts with Speed Pile Splicing Brackets. CLEANED AND CHECKED
B. ASTM A 123 -Zinc (hot-galvanized) coatings on 2.05 Superstructure Shaped Steel Products A. See Section BEFORE POURING.
C. ASTM A 153 -Zinc coating (hot-dip) on Steel Hazdware
D. ASTM A276 -Stainless Steel Shapes Part 3 E%eCUt10n 6"x6" PRESSURE TREATED POSTS (2)18 #4
NO SCALE E. ASTM, ACI and CRSI standards for precuts concrete products 3.01 Inspection/Testing RE-BARS
F. ASTM D-1143-81-Standard Method for Pile Testing A. Contractor shall verify superstructure layout, spans EACH WAY
G. MSDS Pasminco# 119 (rev-1)1211411987 -Zinc and resulting loads for consistency with the NOTE:
Material safety Data Sheets manufacturer's evaluated capacities or approved load test 24" THIS SYSTEM IS NOT
lA4 Delivery Storage and Handling results, and report any inconsistencies tothe owner's „ DIA. TO BE USED WHERE 1 THERE IS CONSTANT
A. Contractor shall veri u on delive that all the proper agent prior to installation. p ry 3.02 Site re - - - EXIST. GRADE STANDING WATER
materials have been received. p p AND~OR WHERE THERE
B. Contractor shall rotect the materials from damage. See A. Alteration of site soils or vegetation is to be kept to p an extreme minimum to avoid erosion and the need for Temporary Product Storage of Galvanized Components in IS EXTREMELY POOR
Manufacturer's Installation Instnictions. re-vegetation See Sections for erosion Orient and/or rotate piers so that e ierssothat 12" SOILS. CONSULT SOILS P
C. Contractor shall review MSDS documents and maintain control measures and revegetation. pins do not conflict with existing twithexistin REPORT FOR SOIL g CONDITIONS. erify before
a co on site at all times. B. Extreme care shall be taken to assure that no conditions. Field verify before pY deleterious material such as galvanized coating panicles, installation.
1.05 Submittals siliconized caulk, or equipment lubricants be allowed to
A. Latest edition of Manufacturer's Installation Instnrctions. enter the surrounding site. NOTE:
B. Samples of all foundation products to be used in the C. Speed Pile top bracket or Diamond Pier capped pin work in this section i 1 t ve. Do not ode or
ends to be access b e a grade or abo gr C. Stamped shop drawing of foundation system details excavate site to provide level grade for system Note: 3'-6° CONC. FOOTINGS USED MIN. AS BALLAST PLUS
and connections to s ersttucturc (For bidder designed installation. See Su fracture Installation, Secrion Use Diamond Pier up pers ~ SUPPORT 11 CU. FT.
foundation support.) System as an alternate 30" OF CONC. PER POST -
' otechnical evaluation of foundation s stem 3.04E ui mentlInstallation to driving 6"x6" posts D. Manufacturer s ge Y g p MIN. MIN. 1600 LBS. EACH POST
Load capacities for this project. A. Foundation system to be installed with into the ground. SOIL
1.06 Quality Assurance/Testing hand cazried/hand-held tools only. A. Soil testing and outside inspection or vendor supervision will B. Pins to be full length as specified before driving.
be paid for by the owner. No coupled or welded pins are to be used.
B. The Contractor shall provide all necessary equipment and C. Follow Manufacture's Installation Instructions for
personnel to perform and monitor pile load tests. Bracket attachment or Pier Placement and Pin Driving.
Pins to be driven with 60# or 90~ electric pneumatic Installation jackhammer. Pins maybe "set" the first foot of length „ 50 OR 60 PENNY
or driven the fma12" with a sledge hammer, if pin end 6 NAILS EACH SIDE
You will need: Diamond Piers with the corresponding damage is minimized or removed before capping.
number of Pins and Pia Caps, a shovel, automatic D. Pins may be cut off in a partially driven position if 24
driving hammer with driving head, a sledge hammer, a they meet substantial resistance in the soil. Refer to level, wood braces and stakes, a reciprocating or cut specific Manufacturer's Installation Instruction N O SCALE MIN
off saw with a steel cutting blade, and a hammer and procedures for establishing proper conditions before 3000 PSI
nails. (Note; Most applications will not require the use CONCRETE
of a cut off saw cutting pins.
Step 1: At the first predetemuned sighting point, dig a
hole with a conical base which is approximately the Notes
sha e of the base of the concrete pier and slightly POLYCAP P
larger than the pier itself to allow for adjustment. See Architect's or Engineer's specifications for the depth of Note 1: Do not drive a Pin all the way down at once if this
the hole. Typically the pier should sit high enough so causes the Pier to be pulled to one side. Continue to rotate
that attached wood is 6" above grade. However, this around the Pier, driving the Pins in increments, until the
distance is not critical with pressure treated timbers, growing strength in the pile group is sufficient to allow final
and accessibility to the upper ends of the driving driving. If loss of plumb is not a problem, the Pins maybe sleeves will govern depth. On sloping terrain, dig the driven all the way one at a time. Also, do not continue to
hill i so that the concrete ier hammer away at a Pin which is bouncing or rattling against 14 GAUGE, A hole dipper on the up s de p 14 GAUGE, A36, GALV. STEEL
an im assable ob'ect if it causes the Pier to ride u the ile GALV. STEEL sits level. p ~ p p DRVEN P1NCI DRNEN PINCH BAR
along the sleeve. Ensure that the pier will remain in place DRIVEN PINCH BAR
Step 2: Position the concrete pier in the hole, and when encountering difficulties in the soil, and when following plumb and brace as necessary. At this time the hole the steps in Note 2.
may be backfilled as a substitute for bracing, provided PVC SLEEVE °
lamb or centerin Note 2: If a Pin meets substantia(resistance in the soil before PVC SI that no further adjustments for p g IN COP IN CONC. BASE NO SCALE
be required during or after the driving of the Pins. See it has been driven its full length, it may be left in this partially BASE Note 1. driven position and cut off at the top of the pier sleeve and
~ capped, provided: 1) the pin will not drive more than an inch .
~ h the drivin drain a full 60 seconds of uninterrupted automatic PVC S a Step 3: Slide each of the Pms throug g g LEEVE
r sleeves in the concrete ier and su ortin the in in hammering with a 901b. hammer, 2) attempts to drive the pin IN CONC. ~ p pP g P with a sin le sudden 101b. sledge hammer blows have been BASE
t m 10 to 16 inches into g t f the sleeve se the the cen er o z the soil with the sled e hammer. Then drive each Pin made, and 3) if after a 24 hr. period, attempts to redrive the Pin g
o alternately in increments with the automatic hammer, using both methods 1}and 2) have been made. The pin STOP TABS PIN
~ periodically checking for plumb and centering. The must be driven at least 6" below local frost line if it is to be cut BEYOND 0
N upper end of the Pin Pile should be left just far enough off. If this is not the case, the obstruction maybe close enough
m above the top of the pier sleeve so that the action of to the surface that it may be dug up and removed, and the the driving head of the automatic hammer does not pier reset and Pin redriven. The pier may also be fumed, or
~ damage the sleeve or pier. Do not attempt to drive the relocated within the parameters of your superstructure design
cw pins all the way down just with the sledge hammer, or in order to avoid underground obstacles. NOTE:
co allow the wei t of the auto hammer to force the in DRIVEN PIN THIS SYSTEM IS NOT o ~ p against the lower half of the sleeve. The piers are Note 3: The upper Pin end may be treated before capping TO BE USED WHERE 'STEM IS NOT USED WHERE
concrete and may crack if subjected to continued With a cold galvanizing compound, if specified by your THERE IS CONSTANT IS CONSTANT
impact blows in this orientation. Architect or Engineer. STANDING WATER IG WATER REVISION DATE DESCRIPTION BY APP
AND/OR WHERE THER WHERE THERE EMELY POOR DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
Step 4: Finish driving each Pin flush or below the top of Temporary Product Storage IS EXTREMELY POOR the sleeve with the sledge, being careful not to damage the SOILS. CONSULT SOII CONSULT SOILS
precuts pier or upper ends of the sleeves. The Pin Cap should To avoid the bulky white deposit known as "wet-storage stain", REPORT FOR SOIL FOR SOIL
fit snugly inside the bell end of the sleeve, loosely over the pin, all galvanized products shipped in bundles, stacks, or cardboard CONDITIONS. ONS. DRAWN JSM RALEIGH NORTH CAROLINA
i and should be pushed down until it stops. Caulk around the seam cartons, should be protected from moisture until they are between the cap and sleeve with a 50 year Siliconized caulk if separated and put to use in exposed environments. If products
w ~ required. If you are using pinch bars, these should be hammered are shipped wet, they must be separated and thoroughly dried CHECKED GLA
a fully into the space between the sleeve and pin, typically within before restocking or rebundling. If indoor storage of the products
~ the top half of the sleeve cavity. is not possible, they must be kept off the ground, covered with an N 0 S C A ~ E APPROVED JLM
4 opaque plastic or canvas tarpaulin covering, and the bundles or ~ Repeat steps l through 4 for the stacks slanted slightly to allow condensation to drain. (1)
~ Remaining Concrete Piers SUBMITTED J(.M
N 1. American Society for Metals, Metals Handbook
~ Ninth Edition, Vol. I, (USA, 1978), p. 169. ~ • cn HAYES, SEAY, MATTERN ~c MATTERN INC. SCALE COMM. N0. 7522
w • J ARCHITECTS -ENGINEERS -PLANNERS NO SCALE FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H L RALEIGH, NORTH CAROLINA DATE g/2/gS SHEET

NOTE:
6' O.C. MAX. TO BE USED WITH BOARDWALKS
WITHOUT RAILINGS ONLY.
HOLES - HOLES FOR 5/8" ~ 2x8 JOISTS 20" O.C. ~
BOLTS BOLTS(BOTH SIDES CONT.- LAP 12" NP. ~
D. Steel Bracket: O F B Helical Anchor Specifications OF BOTTOM SEAT). °7
1. Bracket Body: Hot-rolled structural steel, ASTM A 36. „ 2. Pipe Assembly: Carbon and alloy steel mechanical tubing, ASTM A 512, or ASTM A 513. " 3
1.03 REFERENCES 3 1 4 GI 1 /4" GALV.
PART3 EXECUTION STEEL E A. ASTM A 29IA 29M -Steel Bars, Carbon and Alloy, Hot-Wrought and STEEL PLATE HURRICANE ANCHOR AT
Cold Finished. 3.01 EXAMINATION 1 EACH JOIST(TYPICAL)
B. ASTM A 36/A 36M -Structural Steel. 1-1 2 ~ _ ~ ~2~~ REFER TO DETAIL
C. ASTM A 53 -Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded A Verify site conditions under provisions of Section [01039.]
and Seamless. 7" 1 -Zinc oatin of Di on Iron and Steel Hardware. 2 - 2 3 ~ D. ASTM A 53 C g (H p) 3.02 PREPARATION 2-2 3/4" EXIST. GRADE FOR CONNECTIONS 4"x8"x10' LG. 1-t/2" BEAM SEAT (BY A.
B. ASTM A 193lA 193M -Allay-Steel and Stainless Steel Bolting Materials 2-3/4" BEAM TYP. OR ~ ~B. CHACE COMPANY)
eratare Service. lacement method which will not cause dama e to nearb structures. 2 - 3 / 4' for Hrgh Temp A. Use p g Y (2) 2x8's W/
F. ASTM A 252 - Welded and Seamless Steel Pipe Piles. B. Prepare to place piles from [existing site elevations.] [excavated working elevation.] G. ASTM A 320/A 320M -Alloy-Steel Bolting Materials for Low-Temperature „
3-1 2" Service. 3.03 INSTALLATION 6 1/2" CENTER
H. ASTM A 512 -Cold-Drawn Buttweld Carbon Steel Mechanical Tubing. I N S I D E SPLICE
I. ASTM A 513 -Electric Resistance Welded Carbon and Alloy Steel Mechanical A. Install by certified contractor or dealer. DIMENSION BEAM S E Tubhig. B. Connect helical pier to the structure, use manufacturer approved steel bracket or -BEAM SEAT
J. ASTM A 570 -Steel, Sheet and Strip, Carbon, Hot-Rolled Stuuctural Quality. approved reinforced steel concrete haunch.
K. ASTM A 572 -Latest Revision, HSLA columbium-vanadium steels of structural C. Provide installation torque units, rotary type, forward and reverse capability, electric 1-1 2 1-1/2" i. D.
uali or hydraulic powered. Capable of positioning the pier at the designed angle. 1 2" LENGTH q tY {NOM.) STEEL '
L. ASTM A 607 -Steel, Sheet and Strip, High-Strength, Low-Alloy Chromium D. Connect the installahon amts with manufacturer's approved adapters. Provide safe N 0 M . ~ connection to iers and extensions. SLEEVE or Vanadium, or Both, Hot-Rolled and Cold-Rolled. p T U B I N G TUBING
M. ASTM A 635/A 635 M -Stainless, Sheet and Strip, Heavy-Thickness Coils, E. Minimum drive equipmentrating to equal or exceed the maximum torque rating of the 1 -1 /2" SQ. STEEL
Carbon, Hot-Rolled. specified helical pier.
N. ASTM A 656 -Hot-Rolled Snuctura(Steel, High-Strength Low-Alloy Plate F. Securely connect drive equipment to the pier during installation. G. Monitor torque applied by the installing units during the entire installation and record S 0 I L A N C H 0 R B EA M with ApprovedFormabiGty. BEAM SEAT SOIL ANCHOR (7'
0. ASTM A 715 -Steel, Sheet and Strip, High Strength, Low-Alloy, Hot-Rolled values achieved on each pier. 1-1 2" SQ UAR E ABOVE) 5' LENGTH MINIMUM)
H. Provide for ue monitorin device as art of the installing unit or as a separate in line AB OVI and Steel Sheet, Cold-Rolled, High-Strength Low-Alloy, with Approved q g P device. GALV. STEEL, 7 SOIL ANCHOR NOTE: CHANCE COMPANY.
Formability. I. Make available calibration torque monitoring data for Architect, Inspector, or Owner. SHAFT TOTAL LENGHT OF EACH ANCHOR TO BE
P. SAE J429 -Mechanical and Material Requirements for Externally Threaded J, position helical ter as indicated. Establish proper angular alignment at the start of MIN . OVERALL Fasteners. p DETERMINED IN THE FIELD BY THE OWNER'S
installation. LENGTH K. Install a smooth and continuous manner, rate or pier rotation five to twenty revolutions REPRESENTATIVE BASED ON ACHIEVING THE
1.04 DEFIlVITIONS per minute. BEAM SEAT SPECIFICIED BEARING CAPACITY (AS MEASURED
L. Apply sufficient downward pressure to advance pier. A. Helical Pier: The A.B. chance Helical Pier Foundation System consists of M. Provide extension material to obtain indicated depth, couple with high strength bolts, SLEEVE BY INSTALLATION TORQUE).
helical steel piers with one or more helically shaped steel plates attached to torque to 40 ft lbs.
a central steel shaft. Extend piers by adding shaft extensions. N. Remove encountered obstructions, or relocate helical pier and adjacent helical piers as
required.0. Install to nilnimum depth indicated. Provide ground cover, 5 ft minimum,
1.05 QI i:1LITY ASSURANCE above the top helix. Obtain written permission from Architect/Engineerbefon proceeding if indicated depth or minimum torque cannot be obtained. DETAILS LONGITUDINAL SECTION 4°x4°X~6' LG. CURB
A. Installer: [Certified A.B. Chance dealers] [Company specializing in performing
the work of this section] with documented certification. 3.04 FIELD QUALITY CONTROL N O SCALE
B. Design helical pier foundation system by a certified A.B. Chance dealer or designer, or a Professional Structural Engineer experienced io design of this A. Field inspection [and] testing when required will be performed under provisions of NO SCALE CONT. - FASTEN W/ GALV. LAG BOLTS
work and licensed [at the place where the Project is located.] [in the State of Section [01400._x. NOTE: 10' MAX.
[ B. Monitor torque applied by the installing units during the entire installation.
C. Provide torque monitoring device as part of the installation unit or as a separate in-line PART 2 PRODUCTS device. (1) HURRICANE ANCHOR 20" 20° ANCHOR IN PLACE
PER EACH BEAM /JOIST WITH GALV. PLATE NP.
2.01 MA tJUFACTURER 3.05 PROJECT REOCRD DOCUMENTS CONNECTION TYPICAL I I I I I
X I I I I
A. A.B. Chance Company, a subsidiary of Hubbell Corp, 210 North Allen Street, A. Submit under provisions of Section [01700.] Centralia, MO 65240-1395. B. Accurately record the following:
1. Type (number and size of helices), and size.
2.02 MANUFACTURED COMPONENTS 2. Deviation from indicated locations. 3. Actual locations of helical piers, pier diameter, and pier length. (2) 5/8„ GALV. ~ ~ BEAM 4"x8"x10' LG.
The following paragraphs specify materials that are supplied by the manufacturer. 4. Installation angle below horizontal. HEX HEAD BOLTS ao ~ ~ ~ ~ ~ _ ~ OR (2) 2x8's W/ 1/2"
Size and strength rating are determined by the application. Edit accordingly. 5. Extension length along shaft and datum. (W/(1) NUT & (2) ~i CENTER SPLICE
6. Anchor testing (if required). WASHERS EACH). 1-1/2" EXISTING GRADE
A. Helical Plate: 7. Torque installation records on all piers.
1.5 5011 ft lb iers: Hot-rolled steel plate, ASTM A 570, A 572, A 607, A 635, 8. Torque monitoring calibration data. P or equal. 3.06 DEPTH AND TORQUE TOLERANCES BEAM SEAT I'
2.10,000 ft Ib piers: Hot-rolled steel plate per ASTM A 635 or A 715, minimum
yield strength 80 Ksi, minimum ultimate strength 90 Ksi. A. Helical piers that reach maximum torque rating before reaching minimum indicated ~ ' ~ I ANCHOR BY A. B.
3. l 1,000 ft Ib piers: Hot-rolled steel plate, ASTM A 635, A 656, A 715 or equal. depths shall be subject to the following:
4.15,000 ft Ib piers: Hot-rolled structural steel, HSLA plate with improved 1. Terminate at depth obtained with written approval ofArchitect/Engineer. formability. Conforms to ASTM A 656 Type 7. 2. Replace helical pier with smallerand/or less helices, installed 3 ft minimum beyond SOIL ANCHOR INSTALLED ~ . j i it I CHANCE COMPANY
B. Pier Shaft: termination of original helical pier. TO MINIMM DEPTH OF 5'
1.5,500 ft lb piers: Hot-rolled, round cornered square steel bar, ASTM A 29.
2.10,000 and 15,000 ft lb piers: Hot-rolled round cornered square, HSLA steel bar, ASTM A 29. END OF SECTION
3.3-1/2 and 6-518 Inch O.D. tubing: Steel pipe piles, seamless or straight welded, NOTE:
ASTM A 252, Grade 2: or steel pipe, ASTM A 53 type E or S, Grade B. ANCHOR TO BE INSTALLED
NOTE: C. Bolts: VERTICAL & PLUMB SO AS
1. Helical pier boltsasindicated. 1. HELICAL ANCHORING SYSTEM BE BY ~ i BE BY A. B. CHANCE COMPANY: TO PROVIDE LEVEL DECKING.
2. Steel Bracket:
a. Lifting Bolts: SAE J429 Grade 2 or 5.
b. cross Bolts: sAE J429 Grade s. A. B . CHANCE C 0 M PANY e. Anchor Bolis~stuas: sAE J429 Grade 5. 210 N 0 RTH ALL STREET NOTE:
8'-3" O.C. MAXIMUM THIS SYSTEM IS NOT TO BE
CENTRALIA, M0. 65240 USED WHERE THERE IS
CONTACT: MR. BRENT CHISHOLM SHOLM CONSTANT STANDING WATER
1075 PINEBLOOM DRIVE )M DRIVE AND/OR WHERE THERE IS
ROSEWELL, GA. 30076 30076 TRAVERSE SECTION EXTREMELY POOR SOILS.
TEL: [phone] CONSULT SOILS REPORT FOR
C FAX: [phone] NO SCALE SOIL CONDITIONS.
a
s U
2. ANCHORING SYSTEM SHALL BE INSTAL BE INSTALLED AS PER THE
z MAN F TURER'S SPECIFICATIONS. U AC 0 (IONS.
0 0
3. CHANCE ANCHORING SYSTEM SHALL E ~ SHALL BE INSTALLED ONLY BY
A MANUFACTURER'S AUTHORIZED CON1 IZED CONTRACTOR/INSTALLER
Q
LISTING FURNISHED BY CHANCE DISTI 1NCE DISTRIBUTOR).
0
a REGIONAL CHANCE DISTRIBUTOR: UTOR:
REVISION DATE DESCRIPTION BY APP
FOUNDATION TRCHNOLOGIES, INC. INC. DESIGNED can CAPITAL AREA GREENWAY SYSTEM
m 3300 MONTREAL INDUSTRIAL WAY, Sl 3 ~L WAY, SUITE 8 CRABTREE CREEK TRAIL
TUCKER, GA. 30084 DRAWN JSM RALEIGH, NORTH CAROLINA
m
° 800 773-2368
W CONTACT: MR. SANDY HINTON m TEL: [phone] ON CHECKED GLA
a x887 APPROVED JLM FOOTING DETAILS
FAX: [phone] °844 (ALT: F-3)
a z SUBMITTED JLM
N HAYES, SEAY, MATTERN & MATTERN~INC. SCALE COMM.
•
W FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS ~ NOTED N0. 7522
RALEIGH, NORTH CAROLINA DATE gUGUST, 1999 SHEET D31

1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS. 2. ALL LUMBER SHALL BE ATTACHED 1' ~ 1. ALL LUMBER SHALL BE PRESSURE
WITH GALVANIZED SCREWS, NO ~ NAILS SHOULD BE USED. ~ TREATED AS PER SPECIFlCAITON5.
2. AU Wfl 2. ALL LUMBER SHALL 8E ATTACHED WTfFI GALVANIZED SCREWS,
NO 3. TH NO NAILS SHOULD BE USED. 3. THIS IS A SCHEMAi1C
6'-0" ~ CO REPRESENTATION. ACTUAL FlEID CONSTRUCTION MAY VARY SLIGHTLY.
2' 6' O.C.
2"x6" TOP PLATE CONT. ATTACH W/3" GALV. i• RADIUS MBJ. 0-~ I~G~ RNL TIE WIRE
SCREWS 2 PER 30' CUT 2`x2"x3'WD BLACK 10'-0" MAX. SPACING
POST. 2x8 DECKING FOR LINK FEOACTED 12 GA flARBED WIRE 3 SIRANDS OF LANDING ON 8'x8" SUPPORT ARMS 1 5/8` DIA. BRACE RAIL 13-3 4 GAUGE
2"x4" TOP RAIL CONT. ATTACH W. 3/8" 1 "x4"x24"LG. COVER PLATE 3/8" GALV. TIMBERS OR POUR 4' O.C. DOUBLE V ON 45 BARBED WIRE 4" THK. 3000 PSI MIN. ANGLE. PRESSED WTtH 4 POINT
GALV. CARRIAGE BOLT FOR 4x4 POSTS ATTACHED a CARRIAGE BOLT W/ WASHER W/GALV. SCREWS CONC. LANDING ~ BARBS SPACED
W/ WASHERS BACK OF CURB 2"x6" CONT. HAND FOR ALL RAILS. AND/OR SIDEWALK OF CURB 5' MIN• ~ fOR ATTACHING 3 ROWS 5" APART EACH OR SIDEWALK OF BARBED WIRE ~
RAIL ROUND TOP ALL LUMBER SHALL BE PRESSURE POST TOP
EDGES ATTACH W/ (2} 2"x12" DBL. 2"x 2" x3' WD. TREATED AS PER SPECIFlCATIONS. 3/8" CARRIAGE BOLT STRINGER TYP. BLACK W/ VINYLE EXIST. STREET 2 1 2" TERMINAL ~ LINE POST TIES
a W/ WASHER. 23_1/2" COATED 12 GA. tt-t/2" 11" 2"x6"&2"x8"x5'LG. TREADS CHAIN LINK FENCE POST
ATTACHED W/3" GALV. 2x4 2"x4" PRESSURE SCREWS 2 PER STRINGER 2 6 2x8 GALVANIZFD TENSKN - CHNN LINK 2x6 DECKING FOR ~ o FENCE. FOR
M TREATED SPACER PER PUNK 2"x6" BOTTOM RAILS 20" 20" 20" CONT. ATTACH W/3/8" 2x4 TOE 1 2" ~ LANDING ON 6"x6" I WIRE TYPE TENSION CLIPS ~ ~ UMBERS OR POUR SEE SPECS. 3 4" THK. 3000 PSI TRUSS ROD AT
I GALV. CARRIAGE BOLT Pu+TE NOTE: 4' ~N• CONC. LANDING CORNER tE END 2" LINE POST
W/ WASHER 1" DRNG'E ~ FASTEN W/ 6"x6" TIMBER--~ OPENING 3" GALV. FOOTINGS 30° O.C. 3" AIR 8-1/2" SCREWS .6" TIMBER POSTS ANO TENSION WIRE ` OTINGS 30° O.C. ASPHALT TRAIL EVERY 100 FEET II II AS PER I~ I~
SPACE (2)5/8" GALV. HEX 2"x12" ~ AND/OR SIDEWALK CONCRETE FOOTING ---I MANUFACTURER'S
BOLTS W WASHERS Z.2x12-L X57 WASHED - / STONE BACKFlLL )NE BAHCKFlLL STRINGERS (TYP) I~~ SPECIFICATIONS -Iu) - -
GALV. LAG BOLT - FASTEN TO 6x6 GAIV. LAG BOLT N~• FASTEN TO 6x6 EXISTING • SEE PLAN FOR FENCE AND GATE LOCATION.
TIMBER TIMBER GRADE • SEE SPECS FOR FABRIC CONFlGURATION.
;~57 WASHED w STONE flACKFlII
2"x4" LEDGER Bx6 UMBER FOOTINGS ('fYP.)
AS NEEDED 12~
TEP TREAD 8c RISER zS T P CROSS SECTION SE 3 STEP ELEVATION EXTEND RAILING POSTS 4 AND POUR CONC.
32 D32 NO SCALE NO SCALE D3 NO SCALE FoDTwG ~ Posr 6' 32 NO SCALE o.c.(TYP.)
14'
1. USE CONC. SEGMENTAL UNIT-REINFORCED RETAINING WALL s/1s° o~ PuTFnRM w/ 15~ FELT !E
SYSTEM. FlBERGIASS SHINGLES
2. MANUFACTURER IS RESPONSIBLE FOR ENGINEERING OF FNAL WALL DESIGN. 2 (TYP.) 12" AS PER 5' 3' 1
3. CONTRACTOR SHALL CONSTRUCT WALL AS PER 12" ' MANUFACTURER'S INSTRUCTIONS. 10' TRAIL SHIRR ~HLDR UNIT MIN MIN
4. ALL FINAL ENGINEERING DRAWINGS SHALL BE SEALED 8Y A QUALIFlED REGISTERED ENGINEER. METAL ROOFlNG ED
5. SEE PLAN TOR WALL LOCATIONS. BACK OF CURB (TYP.) 6" SE ECT
BACK LL 2x6x18' LG. PRESSURE EXIST. STREET TREATm FACIA CONT.
45' CUT 4" C 4" CAP UNff 6" B01H SIDES (TYP.) GAIY. HURRICANE 2x4 ROOF TRUSS
2" TIES ON ALL 2' O.C. (rYPJ 1RUSSES BOTH
2"x6"x16' LG. RAILS 2" CONT. ATTACH W/ 1" RADIUS 2"x6"x16'LG. TOP SIDES (TYP.)
3/B GALV. CARRIAGE PLATE CONT. ATTACH BOLT W/ WASHER W/3' GALV. SCREWS (2)
30' PER PO5f CUT ( CONSTRUCT 2x10x51/2" BI.OGONG (2) 2x4xi6' LG. (2) 2x10x18' LG. MID-WAY BETWEEN STIFFNER & PRESSURE
2"x2"x3' WIDE GALV. i WALL VERTICAL 12GA BLACK NNYL y PO5T5 FOR BEAM CONL TREATED BEAMS y I GEO GRID (EVERY 38Q COURSE) BOTH SB1ES C~1L BOTH SIDES
COATED CHA1N LINK i I 2"x4°x16' LG. TOP FENCE I RAIL CONT. ATTACH CONC. SEGMENTAL
I W/ 3/8° GALV. RETAINING WALL 6" /57 WASHED
1"z6"z12 1/416. CARRU+GE BOLT UNITS COVER PLATE FOR W/WASHER STONE BEHIND I WALL
6x6 POST ATTACH I ' ~ W/GALV. SCREWS 4"x4" POSTS 2"x2`x3' WIDE GALV. + 0
~ < 4' O.C. 12 GA. BLACK VINYL ~ COATED CHAIN LINK ~ APPROXI/ATE EXCAVATION LNIE NOTE:
- 6'x6"x6' LG. POSTS FENCE USE KEYSTONE-REINFORCED
8' O.C. TYP. 11 1/2" 2'x6"x16' LG. WALL SYSTEM W/ STANDARD FlLTER FABRIC UNITS OR APPROVED EQUAL. 6x8X14' LG. PRESSURE
tLANDRAIL CONT. SLOPE 2X 2"x6"x41" LG. BACK ATTACH W 3/8" GALV. TREATED TIMBERS 8' O.C. (TYP.) i2" 10' TRAIL 12" 2'
BRACE MID-WAY CARR4lGE BOLT W/ BETWEEN POSTS WASHER
ATTACH W/ 3/8" - GALV. CARRIAGE BOLT ABC CRUSHED STONE BACKFlLL I
W/ WASHER TO EACH NOTE: CONTRACTOR SHALL BE
RAIL ,}q" ABC STONE BASE RESPONSIBLE FOR OBTAINING da..~ 0 FlNAL SHOP DRAWINGS
AIR SPACE rn EX5f, ND O O O O O O O O O O O O O O O O O D O D D O O O O O O O o 0 0 0 0 0 ooe°o°o°o°o°a°o°a°o°o°o°o°o°o°o°o°o°o°o°oooDOOOOOOOOOOOOOOOOOOOOOOO . FROM THE MANUFACTURER. ~`,I DODODDDODOOODOOOOODOOODOD°DODODOD°OODDDODODDDODODODOD°DODDDODODO000 ~ •
Q 4'O PERFORATED ALL SHOP DRAWINGS oDDOOODODOODODDDODDDDDDDDDDDDDDDO DRNN SLOPE SHALL BE SEALED BY A 3000 P51 CON °I .f "I a 0
oQQ~ Q 2°x4"x16' LG. I° I l as i TO DAYLKUTf QUALIFIED REGISTERED F001MG
U 00 SPACER 0 Qp0 ~ 23 1/2" ~~Q ~ Q ENGINEER. ~ < I 95 PA ~ ° ? 8" CRUSHED a % COM C1ED
~ ~ 0 3000 PSI CONC. 0 FOOTING TYP. i"x4"x29 1/2" LG. STONE LEVELING I ~ a° SUB-GRADE a PAD q I~ I,
OQQ Q COVER PLATE FOR a ~ 4x4 POSTS ATTACH a
Q //~~00 W/ GALV. SCREWS 0 " VO ,6 0 ~ ~ CONC. SEG N. MNTA NITR AI IN A C SEG E L U ET N G W LL
QOO MIN O a 2"x6"x16' LG. 3 2' MM.
~ BorroM RNL GoNr. NO SCALE 000 Q ATTACH W/ 3/8" SCALE
OU 3" GALV. CARRIAGE BOLT ~o 00 ~ ~ O QOQ W/ WASHER 8
~ ~Q~ ~ Q s QOD Q Q, 3 NO SCALE
000-
~ QoV~ p o~~ ~ _ . 000 000
z
0 0
0 N
Cll O
RAILING CROSS SECTION 5 TRAIL FENCING SECTION s
3 NO SCALE 32 NO SCALE H
C
7 REVISION DATE DESCRIPTION BY APP
f- CAPITAL AREA GREENWAY SYSTEM DESIGNED GtA
m 3
CU DRAWN RNC RALEIGH NORTH CAROLINA
m 0
w w CHECKED GLA
w m
a APPROVED JLlul
U J
Q Z H SUBMITTED
w
N CU LC7 HAYES, SEAY, MATTERN & MATTERN INC. SCALE COMM.
(n ' N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H LL RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D32
E

2x6 PLATE COM TYP.
2x4 CENTER RAIL CONT TYP.
2-1/4" 3" 2-1/4" 1 2-1/2 ~1 PffCH FASTEN TO 6x6 POST 2x4 TOP RAIL CONT. TYP.
2 1/4" 3" 2-1/4" 1 1/2"I 1/2"CDX EXTERIOR FASTEN 70 6x6 POST
a PIYW PLYWOOD 6x6 SUPPORT 4x4 RAILING 3' WIDE BLACK VINYL POST TYP. POST TYP.
2 2 2x6 RAFTERS COATED CHNN-LINK 2 O.C. 15~ FELT k FENCE 2" MESH-CONT.
SHINGLES Typ,
Bx8x12" LG. 2x6 WIND BRACE ON CENTER BLOCK ALL 2x8 RAFTERS GALV. HURRICANE _
45' ~ 2x8 2x8 MID-WAY (4 TOTAL) RAFTER RAFTER 2x8 RI RI TIES ON ALL RAFTERS _ - - - - - 2x4 ® ® e
~ BEAM I 2x4 VERTICAL SPACERS 3/8" GALV. CARRIAGE
2x8 1' (2} 2x10x1( FASTENED TO 6x6 POSTS BOLTS W/ WASHERS
BLOCKING (2} 2x10x10' AND RAILING LG. SUPPORT FASTEN BEAM
8x8x12" LG, BFAM UPPOR ~ 1 CENTER BLOCK I a-1/2" TYP. BEAM TO POST TYP. ® ® ® 2x4
' 6x6x8'LG. - SUPPORT Pi 6x6x8'LG. SUPPORT POST
' 0 I ~ ~
I ' 2x4 ' I ;BLOCKING 1x4 COVER PLATE
' AT POST ENDS TYP.
I DECKING ® 2x6
I 0 e
2x6 BOTTOM RAIL 4x4 GALV. POST 2x6 PLATE (2)2x10 OUTSIDE CONT. TYP. FASTEN ANCHOR FASTEN TO
FASTEN TO BLOCK TYP. 45' CUi BEAM IYP, ~ TO 6x6 POST POST & DECKING, TYP.
2x4 TOP RAIL SIDE VIEW ELEVATION VIEW
4x4 CENTER RAILING POST
TOP VIEW SIDE VIEW
3'-! 2x4 CENTER RAIL 3'-B• RAI I L N AI L
AIL 6x6 TREATED POST DET R WN CO 1 3
D33 D33 NO SCALE
NO SCALE (2} 2x10 TREATED EACH SIMPSON® "ABU66" POST ECKING 2x6 BOTTOM RAIL ECKING
SIDE OF 2x10 BLOCKING BASE 6x6 GALV. POST o ANCHOR-BOLT TO
_ THROUGH BOLTS - - POST & DECKING
IYP. APPROVED BY 2x10 ARCHITECT 2x10 BLOCKING
2 3 4" (2) 3/8" GALV. HEX 2x10 JOISTS
2 1 2" 7 8° / BOLT W/ WASHERS JOIST'. / / TYP. EACH POST II I I
I I \i (2) 2x10x10' II
. - I I II TIN AI ,._._1~- LG. BEAM TYP. 2 --CUT SURFACE I I I I ~ AI L DECK RAlt1NG 4"x4" RAILING
D33 I SIMPSON® °HU210-3MAX" 5/8"4 GALV. THROUGH NO SCALE _ NOTE: (SEE DETAIL) SUPPORT POST IYP.
~~t'i' ~1~~ GALV. HANGER EA. END BOLT WITH WASHER AT II I II 1 7/8" 2x10 BLOCKING FASTEN ALL FLOOR JOISTS 2 TWO
II II 3" ~ MIN. 3 2x10 BLOCKING I I 1.. (AT Ea 6x6 POST BEAMS W GALV. HURRICANE TIES ° N N N N
a" I I I 1 1/8" ~ LOCATION EA. JOIST & EA. BEAM N N N N
I12z-1/r II II II "x6" ROOF SUPPORT
II II II II POSTS TYP.
II II 2'~~; CTI N ' II 6x6 POST II
~ ~ D33 TYP. 6x6 POST 8
roP mEw/PLAN vlEw TO BLOCKING D33
CONNECTION
a° 6'-a"
~ o' TYP. ° O X O O O O O O O O X
6x6 POST N N N N N X X X X N tV N N N N
N
SIDE NEW xt x ATTACH (2}2x10's TO 2
~ GIRDER BELOW W/ (2) D33 SIMPSON "1'518" TWIST
AI L M DET R OF BEA OST & 0 P STRAPS IYP.
4
D33 NO SCALE 7'
(3)2x10 BLOCKING IYP. 0 EA. 6x6
POST ABOVE
LOCATION o 0 0 0
2 2x10x26'LG. K26'LG. N N N N N N N
2 2x10x26 LG. x26 LG. SIMPSON "HU210-3MAX" GALV. HGR. IYP. EA.
9'-9 1/2" END OF BLOCKING
(2)2x10x10'LG. 10' 6"x6" PRESSURE TREATED tE TREATED 8'-3" E SPECS) 4"x4" BOARDWALK
BEAM TYP. TYp, PILES TYP. (SEE SPECS) RAILING POSTS TYP.
t N~ O o
DESIGN LOADS N ~ N
GAZEBO FLOOR: LIVE DEAD " N N 60 psf 10 psf
2 2x10x26'LG. x26'LG.
BOARDWALK RAILING
2 2x10x26 LG. x26 LG. (SEE DETAIL}
2k8 2.~9
OBSERVATION PLATFORM
7'
c
E 11'-4" n x a0 co x
v a (2)2x10xi 6'LG. xT6'LG.
Z
0 2~ 2k8 2 2x1 x14 LG. D KFA R MiN P N x14 LG.
0 0 D33 NO SCALE
0 h
m BOARDWALK 0
ti a'
cu x
c N ~ p'f
REVISION DATE DESCRIPTION BY APP
3 2x12x10 LG.
m 3 '~`G~ CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
D 2x12x10'LG. )'LG.
m m 0 DRAWN JSM RALEIGH, NORTH CAROLINA
i w w
CHECKED GLA
m a
U J APPROVED JLM
a z
H SUBMITTED JLM
FRAMING PV PILE N FRAM I N D ETAI L ROOF G N 5 6 ING PLAN - FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
D33 D33 NO SCALE NO SCALE HAVES, SEAY, MATTERN &MATTERN INC" SCALE coMM. ' N0. 7522
w J ARCHITECTS -ENGINEERS -PLANNERS AS NOTED
H RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D33

EXIST. TOP OF
EXIST. ROAD SURFACE CONC. WALK
ELEV. 202.44
" 2-5"
18
EXIST. CONC. BRIDGE DECK
15" 1 g' EXIST. 2"0
EXIST. SLOPE CONC. EXIST. SOIL CEILING
28" EMBANKMENT ELEV. 200.03 WOOD HAND RAIL NOTE:
~ 1 O' EXIST. CONC. KIST. CONC. ROUND TOP EDGES WELD MEMBERS TOGETHER IERS PAINT WELDERS W/ GALV. PRIMER
XI ONC. PIERS E ST C 1) ~ x5 LG. GALV.
ABUTMENT ~ 8 12 8 12 ARRIAGE BOLT EACH POST
~ -PROP. RAILING x
ELEV. 2x4 CONT. r I
~ 191.80 -SEE DETAIL EXIST. CONC. APRON x ~ 2x6 CONT. ~
1~ TO 1 SLOPE " 17 -0
2"~ N CONC. TRAI L
ELEV. 191.70
ELEV. 191.90 ~ 21" " 6" 6
y ELEV. 189.95 " " " 8x8 x21 STANDARD CONC.
' UNITS OR APPROVED EQUAL
SEE DETAIL •r GROUT IN PLACE
CLASS 2 RIP-RAP GEOGRID EVERY " „
3gQ COURSE - 30 THK. MIN. AT FROM THE TOP ,rc BOT. OF WALL MIN. 6" LG.
NOTE: eI1 PVC SLEEVES
USE KEYSTONE REINGORCED " WALL SYSTEMS OR APPROVED REMOVE EXIST. SOIL ~ 4 -8
EQUAL. EMBANKMENT AND EXIST.
CONC. APRON -REPLACE , - s ~ W ABC CRUSHED STONE ' ~ .
/ y~ . _ ELEV. 18 ~ ELEV. 185.51
" ELEV. " 12 ELEV. 18 - ELEV. 183.5f
12 #57 WASHED STONE 184,62 BEHIND WALL TYP. „
3 24 ELEV.
12" ABC CRUSHED 1$3.62
STONE LEVELING BED
2 TRAIL UNDERPASS -CROSS SECTION 24" STONE BASE 2 RAILING SECTION
D26 NO SCALE STABILIZATION D26 N0 SCALE
PROP. 2" 0 RAILING JLING
2" SCH. 40 GALV.
PIPE (TOP & BOY.
6" LG. PVC RAIL) ~ LG. PVC
3500 PSI SLEEVES TYP. CONC. SLEEVES TYP. 1~" SCH. 40 GALV.
4 RE-BAR PIPE (VERY. PICKETTS)
6x6 - W 1.4x1.4 6" 6" (4) ~4 RE-BAR WWF MID DEPTH CONT. 6"x15" AF )NT. 6"x15" APART
6'-9"
(2) #4 RE-BAR #4 RE-BAR 15" LG. 6'-3" 2" SCH. 40 GALV.
SLOPE 2% - 6" APART - 6" APART - 24" O.C. 6" 6" PIPE (SUPPORT POSTS)
" 5" TYP.
II
LJ
GEOTEXTILE ~ ~ ~ ~ , ~ z
FA RIC 3°CLR. TYP. ~ B 3'-6"
ABC CRUSHED 6" a ELEV 18' STONE BACK-FILL ELEV. 189.95
'ri ~~~c~'", 12" X57 WASHED r~ PAINT RAILING BRIGHT ~ ~ ~ i v i i i GREEN (SEE SPECS.)
STONE BEHIND
WALL TYP. ~t,~ ~~"~~."~1;~;.'
k~~ ,,c ~ {~-~~rJ"~ 1 /2 DOWEL E) ~ , ,r'~ 6" E.W. 18" 0. /2" DOWEL EXTEND „
75"~ E.W. 18" O.C. MIN. 6 LG. PVC SLEEVES

GEOGRID ~~~=~n~~~~~~~^U' , USE MAX. CORI !SE MAX. CORBEL
a/~~-ACS ~ ~ u :.'d
' r;4"1~1,ir41~~ 1.~_ O x1 U x21 J 8°x18"x21" STANDARD
-,f CONC. UNITS CONC. UNITS OR
APPROVED EG APPROVED EQUAL 3 RAILING ELEVATION
s CONCRETE TRAIL SECTION W RUNG
D26 NO SCALE D26 NO SCALE
~ EXIST. CONC.
a APRON MATCH PROP. CONC. APRON
ELEV. TO MATCH EXIST. EXIST. CONC. CONC. APRON
z APRON 1~ TO 1 „
SLOPE DOWEL EXTEND X. JT. o ~ E
° 6 E.W. FROM JT. ° 24" O.C. DOWEL EXTEND
12" 6"
N 6x6 - W/ 1.4X1.4 6 "E.W. FROM JT. WWF MID-DEPTH 12" 6" 24 O.C. Q
ti 2% SLOPE 6x6 - W 1.4X1.4
ti _ " WWF MID-DEPTH " ~ EX. JT.
o -a- 2%SLOPE
J REVISION DATE DESCRIPTION BY APP
f ~ Z ABC CRUSHED ~
DRILL EXIST. _ m STONE BACK FILL DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
~ CONC. TO t0 ABC STONE a RECEIVE ~ "
m 3 CLR. BACK-FILL o DOWEL DRAWN JSM RALEIGH, NORTH CAROLINA
~ _
W VARIES CHECKED GLA
m GEOTEXTILE FIELD VERIFY a (2) #4 RE-BAR FABRIC
~ CONT. 6" APART GEOTEXTILE APPROVED JLM
a #4 RE-BAR 6" (2} #4 RE-BAR FABRIC
H LG. 24" O.C. CONT. 6" APART SUBMITTED J(„M
N N
3 CONCRETE TRAIL SECTION W EXIST. CONC. APRON 3 CONCRETE TRAIL SECTION W 0 EXIST. CONC. APRON HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
_ _ AS-NOTED N0. 7522 _ ARCHITECTS ENGINEERS PLANNERS
H D26 NO SCALE D26 NO SCALE ~.L FINAL DESIGN NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST-1999 SHEET D34

N[ NOTE
C[ CONTRACTOR SHALL BE RESPONSIBLE LID FOR OBTAINING FINAL SHOP NOTE; 2'-0° 2'-0° 4'-0° 2'-0" 2'-0"
TES F[ NO DRAWINGS FROM THE MANUFACTURER, EXIST,
ANCHORS BY A,B, CHANCE OR NOTES DF USE SAIL " USE RETAINING WALL SYSTEMS IN AREAS Al USE RETAINING WALL SYSTEMS PAVEMENT ALL SHOP DRAWINGS SHALL BE IN AREAS WHERE SLOPE
APPROVED EQUAL EVERY 3RD COURSE 7 6 SE SEALED BY A QUALIFIED RETENTION AND AND
O.C. STAGGERED, LOCATED IN AREAS WHERE SLOPE RETENTION AND AND STABILIZATION IS NEEDED, CONDITIONS MAY RE DETERMINED BY SOILS ENGINEER, SEE DETAIL, 3 REGISTERED ENGINEER, STABILIZATION IS NEEDED, T. EDGE OF
8"x18"x12" SOLID VARY -APPROXIMATELY 800LF OF TRAIL WILL NOTE N EXIS CONDITIONS MAY VARY - _ _ i_ _ TH_ROAI__ PAVEMENT IS
D36 REQUIRE THIS DETAIL, USE SOIL ANCHOI CONC. CAP TYP, ~ SOIL ANCHORS BY A.B. CHANCE APPROXIMATELY 400LF OF S PED
~ 14'-0' 6"x6" PRESSURE TREATED OR APPROVED E( PPROVED EQUAL EVERY 3RD TRAIL WILL REQUIRE THIS ~ ~ ADJUST MP SE 7'-6° O,C, STAGGERED, DETAIL, i i 3'-0" i ~ FOR SLOPE IN
~ POSTS 8` O.C. FOR COURSE 7'-6' O,( TED IN AREAS DETERMINED BY NOTES ~ ~ OPENING ~ i EXIST, PAVEMENT
-C ~ SIGN - LOCATED IN ARE. " i RAILING DE 6 #57 WASHED STON ~ SEE DETAIL N TES SOILS ENGINEER, S ENGINEER, SEE DETAIL, USE
BACKFILL BEHIND WALL ~4" 10'-0" 24" 5 USE KEYSTONE 3 KEYSTONE-REINFORCED MH
TYP. SHL1~ ASPHALT TRAIL SHLD D32 REINFORCED WALL D36 WALL SYSTEMS OR E L E V A T I O N _ _ APPROVED 6X6 1,4W X 1~4W EQUAL,
C " " " ~RS° SYSTEMS UR 8x18 SGLID 8 xl8 x12 COMPACT CONC ~ 2' I-2 ASPHALT APPROVED EQUAL, CONC. CAP TYP. WWF- 2° CLR 14 -0
UNITS GR APPROVED ~ `~0'~ POST & GUARD ~ "
EQUAL ~~p~ SURFACE YP ~ 24 _ \ e RAILING T 24° 10'-0" 24° 6"x6" PRESSURE TREATED 5'-0" C2) PULL
C ~ F o ~~DR " ~\\X 6' ABC STONE , - ~~DR ASPHALT TRAIL SHLDR POSTS 8' O,C, FOR BARS RAILING DESIGN -
4 PERFORATED PVC i ~ BASE MIN, v a N 6" #57 WASHED STONE SEE DETAI ' 5' SQ.
DRAIN CONT. -TEE AND i ~ BACKFILL BEHIND WALL ~ PENETRATE WALL EVERY i ~ 2% ~ ~ TY o ~ ~ -SLOPE +i P, _ ` 5 ~ - 8 ~ r ~i
20 O,C, TYP, cu H ~ 8'xl8'xl2° SOLID " , cn ~.~~6, 0 0
~ 8x18 x12 COMPACT CONC. CONC. CAP TYP, S~ ~ LID ~,O,o ~n c~
~ UNITS OR APPROVED ~ ~ GEOGRID e ~1 t
i \ ~ N " _ EQUAL - u " (2) 5/8 GALV, HEX BOLTS C , 6 ABC CRUSHED ~i " o i 2' I-2 ASPHALT SURFA~E.~ o ~ MH BELOW
~ DRILL, ANCHOR, AND BOLT TO 4 PERFORATED PVC STONE BASE MIN, 7 ~ i
FOR WALL I GEOGRID ~ WALL, 2 PER POST TYP, DRAIN CONT. -TEE AND 6" ABC STONE BASE MIN, ~ POST & GUARD ~ ~
~ PENETRATE WALL EVERY 2% SLOPE , RAILING TYP, i ~ ~i
'i SELECTED BACKFILL 8"xl8"X21" STANDARD CONC. 20' ~ z 2 Z ~ O.C. TYP, cu H GEOGRID EVERY ~ UNITS OR APPROVED EQUAL N Q ~ , , ~
3gp COURSE TYP, ~ GEOGRID i vi. CLASS B ~ PAVEMENT
MIN, 15' LENGTHS ~i 8' #57 WASHED STONE BEHIND RIP-RAP SHLDR, 295% COMPACTED SUBGRADE-Z, ~aG' o CONT. TYP. ELEV. PAVEMENT
~ 95% COMPACTED BACKFILL ~ WALL TYP, 6" ABC CRUSHED ~I 2' 8, 2,
GEOGRID 4' PERFORATED PVC DRAIN STONE BASE MIN, 3000 PSI ~ °I° ~ VARIES
CONT. -TEE AND PENETRATE FOR WALL GEOTEXTILE FABRIC i ~ ' WALL EVERY 20' O.C. TYP, CONCRETE aa'
ii ~ GEOTEXTILE FABRIC FOOTING 12' r ai.
a. 12" 2" EXIST, PARKING LOT
16 - CLASS B MI , 17'±
RIP-RAP BASE PLAN VIEW
-2.95% COMPACTED SUB-GRADE2 6'X30" 3000 PSI CONC CONT. TYP.
FOOTING W/ 4" LUG,
TRAIL DESIGN FOR SLOPES LESS Tf TRAIL DESIGN FOR SLOPES 30 OR GREATER 2 1 LESS THAN 30' 5 MH TOP CATCH BASIN TOP
D35 D35 N0 SCALE NO SCALE D35 NO SCALE
/2° GALV, SUPPORT
~ ~ PLATE 4'x8" SLOTTED TO
RECEIVE THREADED ROD
MORTAR IN PLACE 8' TYP,
AFTER THREADED NOTE
INSTALLATION ANCHOR CONTRACTOR SHALL BE
NOTE SUPPORT PLATE ROD RESPONSIBLE FOR OBTAINING
USE SOIL ANCHORS BY A,B. CHANCE NOTES 5'X5'X4' CONC. LID (2) PULL BARS OR APPROVED EQUAL EVERY 3RD USE TIMBER RETAINING WALL SYSTEM NOTE CONC. FINAL SHOP DRAWINGS FROM
COURSE 7`-6° O.C. STAGGERED, ON UPPER WALLS IN CUT SLOPES 6X6-W 1,4 X W 1,4 FOR NOTE. NOTES ono UNITS MANUFACTURER, ALL SHOP FOR PLAN VIEW & IF PROPOSED M,H, IS 0'~' DRAWINGS SHALL BE SEALED BY ~ 0 0 TYP,
LOCATED IN AREAS DETERMINED BY ONLY, CONDITIONS MAY VARY - EXIST, EDGE WWF- 2' CLR. ELEV. OF CONC SITTING ON EXISTING A QUALIFIED REGISTERED
APPROXIMATELY 1200LF OF UPPER OF PAVEMENT ELE~ SOILS ENGINEER, SEE DETAIL, 3' S'-0" LID LID SEE DETA 5 ROCK SUBSTITUTE ENGINEER,
3 WALL WILL BE REQUIRED FOR THIS EXIST, D36 SECTION OF TRAIL PARKING D36 PLAN 6 CONCRETE PAD FOR
LOT 6' 6 6"OF #57 WASHED NOTE.
#4 RE-BAR PINS 15" LG. NOTES iu i _ _ _ _ _ _ STONE, USE THIS DETAIL FOR UPPER WALLS IN CUT
- 3" O.C. STAGGERED 1' USE THIS DETAIL FOR iu iu SLOPES ONLY,
EA. COURSE, PRE-DRILL UPPER WALLS IN CUT
AND DRIVE SLOPES ONLY, ~ I = - = III 3~_0• NOTE;
" III=1 - 6 x6 PRESSURE PENING 11= USE SOIL ANCHORS BY A,B,
STAGGERED TREATED TIMBERS 48' PRECAST ~ CHANCE, OR APPROVED EQUAL
14' JOINTS TYP, TYP. CONC, MH EVERY 3RD COURSE 7'-6" O.C. STAGGERED, LOCATED IN AREAS
a \ DETERMINED BY SOILS ENGINEER,
o I I
\~~S< II~ °
-C ~ op F 12" #57 WASHED o* ~q
1 . RIF o STONE BACKFILL ,\S
BEHIND WALL TYP, 1" CORBEL o ANCHORS ~~_6°
TYP. MH STEPS
-C 16'O,C, 12" 2% slope, ELEVATION
~ 6"x " REATE 6 PRESSURE T ~ MIN, a
TIMBERS STAGGERED o
JOINTS TYP. 24' - I~ I I -C SHLDR, ~
z II1=1
0 4" PERFORATED PVC ANCHORS o DRAIN CONT. -TEE 7'-6" O.C. _ SOIL ANCHOR DETAIL
AND PENETRATE WALL - I CLASS 'B' 3 D35 NO SCALE
EVERY 20' O.C. TYP, N H 111_111 RIP-RAP SHOULDER TO
ELEVATION ~ iii a TOP OF PIPE
CONC. MH 6 ABC CRUSHED BOTTOM = 12"
STONE BASE MIN, X95% COMPACTED SUBGRADEZ I~II__ MIN
FOR WALL 6 FORMED 3000 PSI CLASS 2
CONC. INVERT BURY ONE WHOLE RIP-RAP 18° HOPE @ 2% MIN, ~ REVISION DATE DESCRIPTION BY APP
TIMBER TYP, 17 ± " ~ _ OUTLET 10 - WIDE x 30"
(6> #6 RE-BARS 60 LG. ~ ~ III III= = THK, ALL TH DESIGNED xxx CAPITAL AREA GREENWAY SYSTEM E
12" O,C. B,W, 3"CLR, I=II t- _ t- 1- . t _ 1 WAY TO THE
m 3000 PSI CONC. CREEK DRAWN XXX
6' SQ. FOOTING PAD W • WELL COMPACTED SUB GRA RALEIGH, NORTH CAROLINA
W CHECKED XXX
m Q
U APPROVED XXX
J Q Z
H SUBMITTED XXX
CU
WALL DESIGN FOR CUT SLOPES s HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
~ D35 CATCH BASIN DESIGN FOR SLOPE W NO SCALE 4 N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS AS NOTED
H D35 NO SCALE FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D35

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SCALE.- HORIZ: 1"-10'
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111=10, i NO. 7522
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��=*

NOT
4" ~ PVC PIPE UNDER CENTERLINE 1» 1" 1. **COORDINATE W/ BRIDGE
DRAIN SLOPE TO DRAIN BRIDGE & TRAIL DAYLIGHT AT FACE OF BANK. (SEE ABUTMENT MANUFACTURE PRIOR TO
LOCATION TABLE) ~ JOINT - INT - CONSTRUCTION.
FACE OF
BACKWALL 2. *SEE PLAN AND
WOOD CENTERLINE (SEE ABUTMENT LOCATION TABLE) PROFILE SHEET FOR
DECK DIMENSION.
CENTERLINE
~ CENTERLINE ANCHOR BOLTS FACE OF 1' ~ 6 9 12 SPACES 11 = - 10~ 10~ 11 0 9 6
BACKWALL BRG.
• • • as
• • ~ a _
I 5~" MIN. " I as **VARIES 9
VARIES VARIES » LUBRICANT ADHESIVE ~ I
1 -3 MIN. PREFORMED a ON EACH SIDE OF
SEALER " SEAL RE-BARS *
VARIES ~ - (SEE NOTE)
P J

P NO SCALE -
OUTLET 6'-3" 6'-3" NO SCALE PIPE
12
2" 9 2"
1'-g„ 1'-g„ 3
12 „ 9
NOTE:
1. **FOR PRE-ENGINEERED BRIDGE
COORDINATE W/ BRIDGE _ 1 (4) HP 10x42 (TYP.) 2 12 „
MANUFACTURE PRIOR TO PILES 44 O.C.
CONSTRUCTION. ~j d DO NOT CUT DRIVE TO 20T 1 1
ABOVE THIS (ESTIMATED LENGTH 25 FEET)
T PLAN N ABUTM 1 ~ LINE MINIMUM TIP
D37 NO SCALE ~ ELEVATION IS 20'
BELOW CAP
N r- x c Q 9" 12 SPACES ~ 11~"=11'-6" "
6„
- ,-g„ 14, 0„ 1,-g„
NOTE: PREFORMED ELASTC RMED ELASTOMERIC JOINT SEALER NOTE:
PER NCDOT ROAD ICDOT ROAD AND BRIDGE SPECIFICATIONS. ~ J~ ALL REINFORCING 17 -6
GENERAL NOTES BARS ARE #6'S, 12"
MAX. SPACING
1. DESIGN LIVE LOADS 6 R F RM LASTO PEO EDE A TM NT EVATI O N T SEALER BU E EL T MERIC JOIN LAS 0 E
2 STATE D37
- RID 85 PSF OR H10-44 PER AASHTO # D37 UNCOMPRESSED STATE PRE ENGINEERED B GE NO SCALE
~ WHICHEVER IS GREATER NO SCALE
P IFI ATI N FOR HIGHWAY BRIDGES, 2. DESIGN WIND LOADS PER AASHTO STANDARD S EC C 0 S FACE OF BACK ~ CENTERLINE
SIXTEENTH EDITION (1996); 75 PSF ON EXPOSED AREA OF TRUSS. WALL BEARING &
HT GUIDE FACE OF 6" 1' FOOTING
3. DESIGN OF PRE ENGINEERED BRIDGE SHALL ALSO USE AAS 0 BACKWALL 6"
SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES (1997)
4. MATERIALS
3" WOOD 1 " @ 60 ° F
DECK ' CONCRETE CLASS B f c = 3000 PSI I 10' MIN.
N TE: , VARIES O 9 -fi
REINFORCING BARS ~ ~ FINISH TRAIL BRIDGE TO BE CLEAR BETWEEN HANDRAILS GROUND 6" POROUS
ASTM A 615 GRADE 60, DEFORMED fy = 60 KSI STRUCTURAL STEEL MANUFACTURED FROM BACKFILL
FLOOR ' ~ _ STEEL PLATES AND SHAPES STRUT COR-TEN STEEL AND/OR ,
ASTM A 709 GRADE 50W Fy = 50 KSI WEATHERING STEEL 4 -9 4 -9 3" CLR (TYP.) 3" *
STEEL PIPE ~ BRIDGE CLR. TYP, VARIES
ASTM A 847 Fy = 50 KSI BEARING & TRAIL 4" PERFORATED 1'-6" MIN.
TUBULAR SECTIONS TEFLON ~ PLATE A 47 F = 50 KSI PAD * ~ 1 2" NON-SHRINK ASTM A 606 OR 8 y ~ ;INK ~ DRAIN PIPE
- - GROUT (MIN. HAND RAIL TOP CHORD 1-1/2"x3-1/2"
. 5. ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE
WITH ACI 315-80 (REV. 1986) UNLESS NOTED OTHERWISE. ALL II {I BOTTOM CHORD SETTING m DEPRESSED KEY 12" & CONST. JOINT 10~"
DEVELOPMENT LENGTHS SHALL BE 15 INCHES. ALL LAP SPLICES ~ z ° MAX. 4" I VERTICAL & 3" ~ ~TYP. w ~).1 DIAGONAL
I H S. OF BRIDGE ~ PLATE SHALL BE 26 NC E * z ~ OPENING (4) HP10 X 42 (TYP.) 12 ~ ~ PILES 44" O.C. DRIVE 9
~L_ ~L_] ~ ~ w 3 TREATED TO REFUSAL SEE w (
6. UNLESS OTHERWISE SHOWN, REINFORCEMENT AT WALL CORNERS AND INTERSECTIONS SHALL BE DETAILED AS SHOWN ON FIGURE 11 OF ACI w ~ SAFETY WOOD DECK ° ° SPECS.)
315-80 (REV 1986). CORNER REINFORCEMENT SHALL BE DETAILED AS SHOWN FOR 3 4"~ ANCHOR ~ RAILS
OUTSIDE LOADED CORNERS. INTERSECTIONS SHALL BE DETAILED WITHOUT CL BEARING BOLTS W 3" ~ m
DIAGONAL REINFORCEMENT. * * * HOOK a
o I BOT, CHORD
T NT SHALL REST ON STEEL 5~" MIN. 7. FOUNDATIONS FOR ABU ME S 2'-0" 2'-0"
PILES DRIVEN TO INDICATED CAPACITY OR REFUSAL. VARIES FLOOR FLOOR STRUT NOTE:
8. WELDING ELECTRODES SHALL CONFORM TO REQUIREMENTS SHOWN IN TABLE * COORDINATE SIZE & LOCATION BEAM ALI_ REINFORCING BARS ARE NOTE:
4.1 OF AWS D1.1-94, AND FILLER METAL SHALL HAVE A MINIMUM YIELD WITH PRE-ENGINEERED BRIDGE » 1. **COORDINATE WITH BRIDGE #6'S, 12 MAX. SPACING MANUFACTURE PRIOR TO
E STRENGTH OF 60 KSI. MFR. a CONSTRUCTION.
9. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE 2. *SEE PLAN AND PROFILE
z CHAMFERED 3/4-INCH. DETAIL RING TYP L BEA ICA SHEETS FOR DIMENSIONS PRE®EN !N R PEDESTRIAN BRIDGE G EE ED SECTION 5 3
° IN ACCORDANCE WITH THE AMERICAN 4 ° 10. DESIGN THE PRE-ENGINEERED BRIDGE SYSTEM D37 D37
° D37 INSTITUTE FOR STEEL CONSTRUCTION (AISC), 1989, ALLOWABLE STRESS DESIGN. NO SCALE NO SCALE NO SCALE
11. DESIGN THE PRE-ENGINEERED BRIDGE SYSTEM FOR THE LIVE LOADS INDICATED
H SYSTEM DEAD LOADS AND WIND LOADS. 14'-0" IN ADDITION TOT E -~-or
I NED FOR THE FOLLOWING REACTIONS: ~ BRIDGE & TRAIL 12. THE ABUTMENT FOUNDATIONS HAS BEEN DES G
VERTICAL LOAD 54.6 KIPS REVISION DATE DESCRIPTION BY APP
OAD 12.0 KIPS ~ HORIZONTAL L ~ N BACKWALL LOCATION BRIDGE LOCATION BACKWALL DESIGNED CAPITAL AREA GREENWAY SYSTEM
m THE REACTIONS HAVE NOT BEEN REDUCED FOR DEAD PLUS WIND LOAD ELEVATION POINT N0. NORTHING FASTING GLA
3 ~ _ _ _ + _ _ _ _ - COMBINATIONS. REDESIGN THE FOUNDATIONS IF THE REACTIONS FOR ~ -
THE SYSTEM FURNISHED EXCEED THE INDICATED REACTIONS BY 10 PERCENT. ~ m KIWANIS A 203.00 496 752987.605 2109538.129 DRAWN N R C RALEIGH, NORTH CAROLINA
° CALCULATIONS SHALL BE SUBMITTED FOR REVIEW. DO NOT PLACE FOUNDATIONS o PARK ABUT. B 203.00 497 753057.884 2109613.427
W N APPROVAL OF THE PRE-ENGINEERED BRIDGE SYSTEM'S ~ PRIOR TO THE REVIEW A D N ABUT. A 200.50 499 752719.615 2110029.384 CHECKED JLM BIG BRANCH
m FOUNDATION LOADINGS. ~ CREEK ABUT. B 200.50 498 752694.245 2110085.955
° 13. ABUTMENT FOOTING SIZES AND LOCATION SHOWN ARE BASED UPON ASSUMPTIONS APPROVED XXX
a OF THE PRE-ENGINEERED BRIDGE SYSTEM'S COMPONENTS, CONFIGURATIONS AND LOADS. 1'-6" 3'-8" 3'-8" 3'-8" 1'-6" UNNAMED ABUT. A 200.00 490 751202.220 2113403.799 1 -6
z H COORDINATE ALL FINAL DETAILS AND DIMENSIONS TO ENSURE THAT THE FOUNDATION ° CREEK ABUT. B 199.00 489 751188.165 2113454.889 SUBMITTED XXX
IS COMPATIBLE WITH THE PRE-ENGINEERED BRIDGE SYSTEM USED. N
INDICATED DIRECTION OF 1:12 GATT D DIRECTION HAYES SEAY MATTERN &MATTERN INC. SCALE COMM. BATTER. ' ' ' N0. 7522
F OTING PLAN 0 W 7 ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
J H D37 NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D37

zoo - PARKING: AREA ~ PAR NG /
AREA ~ A ~ i
r ~ a ~ EE S ET NC • ~ ~ ~ / ~ SEE S ET NO S. L L14 \ - ~
~ \ \ X X FOR ENLARGE \ i ~OR ENLARGEMENT 0 HIS \ ~ / ~ , ~ ,
NOTE LOCATIO FOF x THERE IS ROCK 0 RRING \ o OCATIO FOR MOR ~ TAIL / / ~ / ~
t 99.0 ~ i J x ALONG THIS TION OF TRAIL - " ~ ' X X ~ ~ /
200, ~ BETWEEN A. 72+00 A \ PARKING AREA - - ~ \
~ r 80+ APP ~I#A 400 TO ~ i \ / ~ ~ r 0 a
FEEX OF TRA AY REQUIRE IN TALL SPECIE ' zoos \ X SECTION BETWEI STALL SPECIA RAIL DESIGN THIS ~ 204.3, ~ CTION BETWEEN STA. 71+75 AND ~ ~ ~ ~ / /
STA. 3+20 SEE ' ~ ~ A. 3+20 SEE TAIL \ _ - i
~ PARKING
D38 D36 ~ ~ ~ ~ \
AREA a as zoos ~ ~
~ / '
~ NOTE: 1 T l / ~ ~ -
,zoa.s 8 SEED A L DISTURBED :STURBED C I / / ' ~ ,~~ZU ~ ~ i ~~C
~ ~ ox 8 AREAS ITH P X ~ 49 S ECIFI SPECIFI ~ / ~ ~ ~ -N-
~ GROUNDC~VER MIXTU E ~ NOTE: :R MIXTU E T • / j ~
C RTAIN SEGMENTS OF TRA MAY -SEE DET E IL DRAINAGE ADJUSTMENTS AL TAIL ~ ,~i ~
~ REQUIRE SEGMENTAL RETAINING ~ SHAL BE REQUIRED ATV POiJ~T ' ~ ~ ~ ~i ~ / xFOR S M WATER RUN A NG~ ~ ii
x ,9g, WALLS ALONG UPHILL SIDE FOR SOIL i' ~ AREA SEE DETAI SI~ETS 13 ; ~ ~ ~ ~
' xSTABILIZATION. APPROXIMATELY x 400 L.F. OF 12' TO 15' H H WA \ 87~ / ~ ~ ~ ~ ~ ~ KEY MAP L14 o3s ~ \ .
x 20 IG LL ; y- MAY 9E REQUIRED. REQUIREMENTS ~ 8~'s \~aoz :i A \ ~ / NO SCALE \ X ~ '~2ik2~.y,:
~ p ~ MAY VARY AND MUST BE FIELD ,es.? i/ ~ ~ AR t~ ~ ~ ~ / ~ ~
p VERIFIED BY SOILS ENGINEER. i i ~ i / / \
o AREA X X ~ ~ ~ O ~ y / i ~ ~ %
\ ! P ~ ~ ARKING AREA . PARKING AREA I ~ ~ / ~ ~ / i
i ~ EE SHEET N0. L1 FOR - \ j ~ _ ~ / FOR / /i
INSTALL 4' ; E ARGEMENT OF HIS \ H, E / i ~ Hts ~ i ~ ~ OR ® EXIST SS MANHOLE ~ /
ALONG; TR~1l E.P. LOC TION FORM R R ~ / ~
THIS $ECTIt EEN DETAIL / ~ ~ \ TRAIL EDGE
STA. 7i2+35 - \ ~ TA. / .203.' ~ ~ / ~
~ x i9~e 83+20~ ~E~ ~ L / 209-, \ R RIM ` s EUAN"r ON `DE A \JT OR ~ / / TRAIL CENTERLINE ~ / ON / ~Tr / /
` 03 m`: +59.58 = l 59.58 = ~ / ~ ~ ~ TRAIL SHOULDER
` 1982 C RR~CT~~RS 3+1 .23 \ 1 .23 ~ .~e .s ~ 14 /
i ~ Pc = ~ _ ~0 I ST . A i +69. - ~ 60.&~ sr . ; TRAIL ASPHA T / i L
~ / 80 .58 ~ ~ ~ / / ,A
~ ~es.~ ~k x CROSSWALK / ~
p / / P, J / ~
~ ~ 3.~ ~ , = 10 ~ ~ TRASH RECEPT E ~ / ~ D26 / / , -TRAIL PIPING
~ SUPPLIED BY T , ~ s - ~ / r 5 ~ / ~ BOARDWALK
INSTALLED BY CO ACTO !;!I / O ~ / ~ ~ ~ / ~ ~ ~
~ ~ PARKING -SEE DETA 1992 \ 2 ~~r%~ / / i XITTP / / / / gee E S 0 0
~ ~ ~ AREA D28 j INSTALL / ~ ~ ' 1 ' ~ ~ BOAR K ESI W ~ a / i / _ i cN w / / ~
\ ~ ~ / FO~ACCESS \ ~ PROPOS D T P~ / ~ / ~ E 00 ,ESS / ti /
' ,yz2 ~ ~ 2oo.a \ RAMP EE D TAIL ,AIL / l /
~ / ~ / \ r \ i9e.3 / 4 1 2 / / \ Xz59 ~ SPOT ELEV.
~ ~ 8~x D27 D D32 D3 D32 / ~ D32 ~ V\ / 3 v / 12+0o STATIONING
~ ~ ~ PARK J~ ~~5 `V 56 A Zo,
r / ~ i i x 194,4 \ Pc = ~3+os.1s POINT OF CURVATURE
~ / ~ ~ ~ ~ ~ / ? ,f d ~ \
~ ~ .,J A ' \ . 9 SIGN S F'LIEf) C , PT = 12+54.15 / ~ / POINT OF TANGENT
\ CONST CT APPROX. ~ ITJS ~ , a L~9' B:Y 9 ~ , ~ ~
100 OF SEGMENTAL + 4 ~ T CT E LL - APPROX. 4 HT. ~ D IL / ~ ~ -~F-NSF- SILT FENCE '/1 j
ALON zoc ~ \ ~ G EDGE OF TRAIL ~ zooa.; P~A , ~
\ \ IN THIS LOCATION - , ~ =zoz.a
~ ~ - ~ \ ~ \ ~ DETAI ~ / 8 EXIST TREES ~ / ,
r 2 , ; ; ~ j ~ ~s~ ,T REMOVED ~l
A / , (INSIDE RIGHT- / .
OF-WAY) / ~ •
\ ~ ~ ~ / IL TO PA w ~ / 1 SS UNDER / / ~
I ~ / EXIST. BRIDGE BETWEEN ~ ~ \ A / j i
~ J \ ~ \ ~ WALLS. 8 HIGH CLEAR C
\ ~ . PARS ING AKEA i ~ ~ ~ / ~ ~ i ~ ~ ~ ALREADY EXISTING. ~ , v ~ ~ 2 50 0 i ~ ~ ~ , ~ ' / \ I
/ I I ~ / ~ ~ zos3 ~ i ~ xzo3a \ ~ t a9.9
I I I ~ F'C ~ A ~ ~ o~~ ~ x,9.6 i ~ PARKING ~ ~ ~ ~ I ~
_ `yt'l'
t ~ E ~ `o \ ~ I~ o ~ ~ v ~ , o' _ ~I~ ~ I ~ ~
~ , ~ y~, 1
- a ~2~4~ ~ ~ i i v ~ j I j ~ ' ~ ~ y~/
~ ~ ~1 ~ 4 ~ I INSTALL TRAIL ESIG ~~/~i~ I ,2o3.T ~ ~ 1 ~ SUB-SURFAC DRAINA x
/ / i x204,2 EX ND IST. 36 RCP I ~ 'i' UNDER BRI GE BETWEEN Zoo.S ~ v
IS CATIO , ~ , 83+10 A STA 84+40 W ~ o ' ~ ~
~ CONS UCT ADWALL 'AND 1 i MIN. OF 5 DRAINS - 25' I ~ zoi.a
ARMOR K W~ CUSS 1 ~ ~ . ~ ~ ~ 0. S E DETAIL 2500 RIP-RAP OTHi ~ ~ 3 ~
I` i \ P~1hKIN~ ~ DIRECTION OR BOLE ~ ~ o2s
~~REA \120LF ~OT SEE I "-HDP€-P CE V
DET7~Il. ~2s ~ ~ i ~ ~ ~ I ' i E ST. SWALE LOCATION~~ / PARKING AREA \ ,i\
- ~ 20J 8 ~ I ~ ~ /WITH CLASS 1 RIP-RAC ~ i ~ ~ ~ x , 99.9 / ~ ~ 2 40 ~
~ ~ , ~ OUTLET ~ ~ ~ _
n ~ 36 ~ ~ - 4+68 \ / A ~ ~ x z.o \ ~ \ -~80 ~
~ v o ~ i
I o \ ~ ~ ~ 203.0 ~ \ Q CONSTRUCTION ~ ss.~ x
~ ~ ~ ~~k \ \ ENTRANCE SEE DETAIL ~
° ~ .C ~ ~ \ \ a ~
- ~ ~ 193.3 ~ 195.9 ~ D29 ~ , i 99 ~ / ~ ~ 195.9 V ` ~ ~ \
~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED c~a CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRU 3E CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GRADES. DRAWN NC NORTH RALEIGH.
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED ~Lp,
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=5a' HAYES SEAY MATTERN & MATTERN INC SCALE cO~.~M.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ' ' ' 1'=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L7

0 203.8 ~ ~Q~ ~ ~ ~ ___.-3~ 24~~~ x ,99.9
~ ~ ~ NOTE: ,9s.s
\ ~ ~ _ - ~ ~ 4.6 x 197,0 3 MAY NEED TO AC
i ~ ~ i ~ ~ / PC ~ / I I t i / \ O / ADDITIONAL RIGHT-OF-WA
\ I \ 203.0 I ~ ` / \ Q TO F NTH AP ~ ILL I E G S _
~ 15" PE PLACE IN EXI BETWEEN GREENWAY 1997 " ~ i ~ LOCATIONS. ~
1 ' ~ CONS ~ ~ ~ SW LE LOCATION. ~ / ~ \ \ LOCA CONSTRUCTION ENTRANCE LOCATION ~ ~ ~
193.3 1 59 \ .,99, 516 ~ '3 j
~ ~ x ~ 9 ~ r ~ ~ A ~ ~ ~ ~ i
, o ~ \ ~ - ~ x ~ 197 /
~ ~ ~ ~ ~ s ~ / INSTALL STAN J ~ ~ ~ ~ ~ ~ , INSTALL STAN~RD TRAIL - i ~ ~
A k i ~ ~ _ ~ _ _ DESIGN IN AL )ESIGN IN ALL LOC~,T NS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ / ~ ~ ~ - ~ UNLESS OTHEf - - ~ ~ JNL T ~ ~ / / V~ ~ ~ ESS 0 HERWISE NOTED . - -
/ 1 ~ ~ ~ i 2oz.a ~ o \ -SEE DETAIL ~ ~ x ~ ~ SEE DETAIL ~ i / ~
b / D28 ~ ~ ~ i ~
PARKING ` 0 ~ ~ 9 ~ ~ -
~ ~ ~ 0 AREA ~ A ii ~ /i / ~ ~ ~ ~ V ~ 194.9 ~ ~ ~ ~ ~ ~ i ~ ~ P ~ -N-
CLEAR R OV~D BRIS ~ ~ ~ ~ 1~ ~
OM XI HANNEL ~ ~ j X F IVE D AINAGE \ 1
% ~'R ~ ~ . XS ~ ~ ~ / , ~ iE~
~ , ~ ~ ~ ~ARkING ,A ~ ~ i i \ ~ .
~ / / ~ G ~ ~ ~ KEY MAP ~ ~ ~ -
, \ / ~ / ~ ~ ~ ii i~ ~ ~ NO SCALE = , 68 ~
O 40 r i
~ ~ ~ i ~ 1 1 ~ ~ ` ~ ~ , i i
b , ~ \
I ~ ~ ~ A ~ - i ~ ~ \ ~ Y ~ OOpWA
2oo.s ~ f 0 x x / ~ Ft. /
i pq ~ ~ ~ ~ ~-v ~ ~ ~ ~ EXIST. R R TRESTLE ~ ~ 9 \ ,9 ~ ~ OR ® EXIST SS MANHOLE
I~ ~ 7 ~ 9 / / = 6 , 193.8
_ ~ x 193.3 P .KING P RKING ~ x ,93.3/ ~ x ~ ~ TRAIL EDGE ~ BEFORE CROSSING R/R ~ .,9o.e ~ i
~ PAR N~~ ~ ~ - ` AREA AREA ; ' P 948 RIGHT-OF-WAY, FIRST ~ -
\ ~ i / TRAIL CENTERLINE NOTIFY NORFOLK SOUTHERN
~ A \ s ~ ~ % - zoos ' ~ ~ ~ - ~ ~ ~ ~ ~ ~ / ~ RAILROAD AND OBTAIN ' \ TRAIL SHOULDER
i ~ ~ „ 206.9 ~ ~ ~ / ~ ~ i , ~ i PERMISSION TO BEGIN I f~J ~fEX ~ C ~1 CONSTRUCTION.
\ , ~ ~ ~ / ~ ~ i ~ TRAIL ASPHALT 1~~4.a~
f - ~ i /
/ ~ PARKING ~ ~ A ~ / / ~ \ ' ~ ADJUST TRAIL LOCATION CROSSWALK
AREA , / FOR MH LOCATIONS
~ //i ~ TRAIL PIPING
/ ~ i \ \ ii \ r ~ - ~ ) ~ r BOARDWALK
111 ~ 194.6 / ~ / ///j / \ \ ~ s2 z
~ ~ ~ ONSTRUCT ROOF 0 R ~ _ gee _ EXIST TOPO
~ ~ ~ ~ TRAIL UNDER R R ESSEL ~ ~ ~ / / ~ ~ \ INSTALL TRAIL DESIGN'W/ , EXTRA STONE BA THIS
~ ~ 50' EITHER SIDE OF \ i ~ PROPOSED TOPO \ SECTION BETW N STA
/ ~ - RAILROAD CROSSI - r ~ SEA DETAIL A 90+15 AND TA 95+72.9 Xz59.~ SPOT ELEV,
/ i 8 SEE DETA~ 2
' / D32 ` ~ i / Des ~2+0o STATIONING
i ~ NOTE: / / I 5 1k
~ SEA ALL DISTURBED AREAS W/ PC = 13+06.19 POINT OF CURVATURE
~ 1 S ECIFIED GROUNOCO VER IXTURE - S TAIL
i ~ ~ ~ Pr = i2+5a.i5 F TAN NT \ POINT 0 GE
D29 * 193.1
x 194.8 i~ ~ ~ ~ ~ SF-SF- SILT FENCE ~ ,
i ~ x,s.z
~ /
~ ~~li. 2
~ ~ ~ i ~ ,
~ ~ ~ ~ i / ~ ~
% ~ ~ .93.6 ~ ' ~ BENCH LO TI9N 6 ATI9N ~
~ ~ EXISTING CHANNEL LOCATION
/ i ~ / 1 EXIST. GREENWAY - SELF DETA / / ~ D28 t ~
/ i
C . ~ .G~
~
\ , ' ~ 1I
19
Q' ~ x9 ~ 9
x 19; P~ x,9s.z _ (2) BOLLARDS ~
0 ~ \ 4 4' O.C. TYP. ~ : (
-SEE DETAIL s aoK, D27
\ ,
1 \ ,
~
~ \ 1 EXIST. GREENWAY
\ ~
~ ~ \ / ~ \ \ ~ ,1
\ \ , I
~ I \
,
\ -
~ 9~18/~ AS PER D COMMENTS a~ cwa WQ
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. TED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DES f WHEN DESIGNATED (SEE SPECS.). DESIGNED CAPITAL AREA GREENWAY SYSTEM GLA
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE t . WILL BE CONSTRUCTED TO EXISTING DRAWN NC Ra.~cH, Nom cazouNA
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. /
CHECKED Gip,
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED J~
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=5a' HAYES SEAY MATTERN &MATTERN INC scALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1"=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE 1999 SHEET L8

~ ~ r \ o \ 2500 i
~ ~ R o.73A 1 I , . \ PARKING , ; ~ \ / ~ / ~
~ o AREA KING ~ ~ ~ ~ !PARKING ~ _ A ~ ~ / 2139 a ~ / e O / r
~ AR _ \ ~ ~ ~ AREA i \ v ~ vPARK\ ~R K\
2500 ~ AA~E 3147 ~
V ~ !1~ x 203.2 ~
~ x 203.8 x 204.6 x 203. \ 15' E PLACE I ~.10A \ ~ PARKING -
~ ~ ~ ~ ~ - E ~ PARKING ~ ~ ~ O d
_ ~ ~ OCATION \ \ ~ ~ \ 2 AREA ~ AREA ~ ~ \ ~ ~ ,1
1~ . ~ \ v ~ ~ ~ 67 / / mo ~ >
_ ~ PAR!;IN ~ ti ~ i o ~ \ C X05 0 ~ - o , ~ \ ~
~ ~ \ AREh X77) ~ ~ ~ ~ /X ~ ° ~ \ S
I \ ~ o
(~3~ ~o ~ 2.74A ~ .r-- ~ ~ ~ ~ 1 ;
1 ~ U
\ \ x zoo.a \ J \ ~ ~ ~l ~ N
~ ~ SEE SHEET N0. 25fl ~ ~ o \ \ ~ ~ • 207.9 x
\ ~ - ~ DSO ~ ~ C21 FOR PLAN & ~ _ ~ ~ ,~J \ ~ EXIST. GREENWAY \ 7084 \ ~ ~ A LE OF THIS \ ~ ~
~ ~ ~ \ % \ LO FOR PARKING ~
~ ~ CLE & R~Mbi~E V~. ~ \ MORE D AREA ~
\ V ~ ~ ~ FROM ISTING`617~1 ~ . 20~ v ~ ;~l ~ PARKING ~ KEY MAP
FOR POS VE DRAI'N~4~ ASV A ~ ~ \ ~ INSTALL STANDARD AREA STANOARO IL x zoa.e - NO SCALE x 2ozg
~ ~ ~ - DESIGN IN ALL LOCH IN ALL LOCATI S
~ \ ~ ~ ~ A \ ~ ~ NLESS OTHERWISE P OTHERWISE NOTED NOTE: THE CI OF RALEIG
= 1 G \ \ ~ \ x \ S ETAIL ~ \ AIL ~ ~ MAY NEED TO CQUIRE ADDITIONAL EA EMENTS T
~ Des FILL IN THE G S BETWEE
~ J ~ \ ~ ~ GREENWAY LOCA ONS.
/ ~ ~ \ ~ p ~ \ \ ~ /
\ i i / PARKI\_ ~ / rr ~ ~ ~ I ~ OR ® EXIST SS MANHOLE \
~ \ ti AREA ~ h ~ (3g ~ S \ SEED ALL DISTURBED ~o I ~ ~ ARKING 8 ~ I AREAS WIT SPECIFIE~ \ TRA L EDGE
~d ~ \ \ ~ ~ \ ~ 'LI ~ \ ~ ~ AREA GROUNDCOVER~IuIIXTURE \
PARKING ~I ~0 \ ~ -SEE DETAIL 2. ~ ~a ~ ' - TRAIL CENTERLINE ~ ti
~ ~ ~ ~ ~ / ~ ~ R EA ~ ~ x y ~ \ ~ \ ~ s o pZg EXIST. GREENWAY
\ 20 9 / ~ TRAIL SHOULDER 25fl0 ~ ~ /
47A 1 ~ ~y; ~ ) 3g ,
~i2o~ 3 ~ AT ~ INT L C C ~ ~ . CATC oa6~ ` 2029 ~ ~ ~ T I PHA T 6 RA L AS L 0 ~
~ ~ \ B SIN WITH 18 P~ 259- ~ ~ IPE IELD D -H 18 P ELD AD~u F / ; CROSSWALK
1815 \ V ~ ~ ~ 1.17 2o3.s LOCATI N TO MATCH L( TO MATCH LOW \ Q /
6 / rn 47A 0 ~ ~C~ x FIELD ADJUST TR IL~OR V~ y~ A A POINT I PARKING ARE i ~ NSTALL PRO . 4 HT. FENCE 0~, PARKING AREA T F ~ TRAIL PIPING
x zos.~ i EXIST. M.H. LOC ION .NOT ~ V ~ ~ 2500 -SEE ETAIL FAIL TRAIL C 0 ~ _ 4 LO BRANCH EE D SUPPLIED BY CI
\ A ~ 4 _ ALL CURRENT M.. \ ~2a ~ 2500 \ ~A V ~ D28 0 5 ~ ~ BOARDWALK \ ED BY CONTRACTOp
\ i LOCATIONS AR SHOWN qR ~ ~ \ , A~ / 41 ARE ACCURA .FIELD \ ~ 80 D32 ` DETA 3 - ~
~ , PARKING ~ _ yea _ EXIST TOPO ~ \ 2
O EA ~ ~ ~ - Vim. A ~ (0.31 A) ~ A \ . 2os I AREA v 2°0 PROPOSED TOPO
PARK fv~ ~ ~ ~ ONSTRUCTION ENTRA CE
~ V~~~ y ~ 7 HDPE PLACE IN SE TAIL ~ 15 $ 2009 Xzs9 ~ SPOT ELEV, SWALE p g ~
A I l zoos ~ \ ~ V 60 \V~ ~ ~ x ~ 13 3746 ~ ~ ~ \ LOCATI ~
9 ~ \ ~ \ N ~2+0o STATIONING
~ \ r• - \
\ \ ~ ARtA V ~sV x ~ L PC = 13+06.19 POINT OF CURVATURE ~ D ~
PARKING ~ n ~ ~ \ ~ ~ A A\~ ~ PARKI ~ ~ PT = 12+54.15 POINT OF TANGENT
.~a- ~ ~ AREA , ~ ) ~A ~ D4 0 ~ ~ V ~ ~ I \ ~ ~ ~ 1 R EA ~ ~
x ~ 203.7 \ \ \ ~ \ g4 ~ ~ ~ - F-~SF- SILT FENCE o S
1 \ =A ~ \ ~ \ _ \
0 , ~ ~ 881 c 4._~ ? ~ \ ~ o`" \
6 ~ ~ 9 4 \ ~ \
~ ) ~ _ A ~ BENCH L ATION 2~'?'~.
2 ~ ~ ~ \ CUT & C~ EAR PROP. N ~ \ ~ ~ \ ~ A ~
~b \ \ I ~j \ DITCH F R POSITIVE C ~C MOVE DEBRI - E DE I 2s
~ 0654 ; / ~ 0 DRAINA E FOR PARK G ~ ~R 0 J/~ i / ~ M / / ! ' \ ~ O ~R CHANNELS x
~ ~ ) 3 AREA ~ FOR P 1 ~ \ ~ v y ~ / ~ ~ ~ \ FOR P GE ti`"~ x ~ D \ ~V ~ ~ ~
/ ~ r' ~ \ EXIST. GRE WAY i t ~ PARKING ~
o ; ~ ,gREH ~ ~ ~ w `'.23A ~ ~ ~
~ J ~ i ~ ~ * 205.0 \ ~ ~ A 198.. ~ ~ o ~j \ 198.5x \ ~ ~ \
~/r I~ 7" ~ ~V ~ A ~ 197.V ~ ~ n
PARKING ~ ~ ~ ~ ~ / ~ ~ \ ~ x - \ 11 2500 ~ \ ~ ~ ~ ~ 1 ~ x 19&9 ~J u-~
~A,R~;'~y X577 ~ 0 ~ v v ~ ~~5, ARy ~ ~ G v - ~ ~ ~ \ \ \ ~ \ \ \ ~ w 2597 ~
HR~A ~ ~ ~ \ \ ~ ~ ~ v ~ CIT S ~ T T1~ 2. C ~a~a \ \ v C I 0-~ ~ ~ ~ ~ \ \ ~ + ~ ~ \ ~ o
\ \ ~ \ \
1 ~ v ~ A A \ A3 ~ \ ~ ~ ,
~ ~ ~ 4 o v 0 ~ _ vv\ \ ~ ~ ~ 3 ~ \ ~8
~ v v ~ 0.43A ~9 ~ \ A) \ \ ~ ~ ~ -
( ) 8 N ~ ~ J \ \ ~ \ 18
~ ~ ~ ~~I v ~ 2500 ~ , \ \ \ ~ 4 \ ~ ~ \ ~ LOCA
~3~ ~ \ x2oza A ~
0448 I i1 2a6 ~ ~ 5 ~ \ ~ G V~ ~ 501 G ~ ~
~ ~ x 200.2 i v ~ X20
~ ~ I 25 0, PARKING ~ ~ ~ _ ~ ~ ~ i v ~ ~v y - ;~g,
PARKING _ ~ \ 2455 AREA / ~ 197.6 AREA i / ~ 199.3 x 197. ~ ~ v \ 200.v~ ~ v ~ D4 ~ \ \ \
~ ~ ~ SEES N0. \ ~ \ ~ ~ ~ \ _
147 ~ ~ ~ ; ~ , ~ C22 FOR PLA ~ \ \ ~ \
. 77 ~ ~ ~ ~ ~ ~ \ \ FILE OF THIS \ \ 1996 v ~ ~ v \ ~ LSE FOR ~ \
~ :n \ ~ ~ \ _ ~ AMORE DE ~
1 v 198.4 V ~ ~ V A ~
~ \ .69A alb 25fl0 ~ I s ~ 20~.~O ~X ~ ~ \ ~ \ \ co ~
~ x co (0.44A1 ~ ~ A ~ ~ , ~ ~ ~ - ~ _
~ s/~e/~ AS PER DW COMMENTS GSL GWA Q
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED ESIGNATED (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCT CONSTRUCTED TO EXISTING DRAWN RNC RALEIGH. NORTH CAROLINA
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. /
CHECKED GLq
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED, 50' 25' 0 50' 100'
1 "=5a' HAYES SEAY MATTERN & MATTERN INC SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 1 f ' ~-CJO~ N0. 7.522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST~1999 SHEET L3

~
AREA\ ~ ~ / i PARKING o ~ / T VER ~ ~ AREA y 7 ~ . e
~ zOSS ~ ~ / A L R ~R TRESSEL
~ ,l ~ 4 EIT E OF RAIL \ \ ~ . a
.23A ~ ~ / u ~ A / T D32 x 2oz.2
8 \ ~ I i
us 0 ~ ~ o ~ <J ~ / ODD 2500 ~ ~ ~ ~ 0 w P~ - ~~D P4!~KING F~ ~ ~ o
~ ~ / F~ N X18 HDPE PLACE IN yy BEFORE CROSSING RJR ~ 18" IN EX~`ST. AiZEA
97 ~~X~ST. ALE ~ ~ & RIGHT-OF-WAY, AL L
LOC ~ ~ ~ ~ ~ ~ i ; ~ FIRST NOTIFY CSX s ~ i l RAILROAD AND N
~ ; / ~DEXED ~l / \ PERMI 0 BEGIN ~ / \ ~ j e
ion: / ~ STRUCTION. ~ ~ ~
/ ~ ~ v , , f ~ O
~ ~ ~ i .74A 6 A o ~ ~ ~
1~714 w ~ ~ ~ ER ~ - ~ ER AND REPLACE EXIST. NOTE: HE CPl'~ ®F RALEIG
~ - ~ , z / 2500 U MAY NEED TO ACQUIRE G /CMP IS LION
~ N V~ ~ ~ />?MP 4l 1 0498 UNDER UNDER TRAIL. HEET N0. pd ADDIT ONAL EASEMENTS TO _N_ y
~q2 ~N x za4.a 12 FOR INSTALL STANDARD TRAIL 12 FOR MORE DETAIL FILL I THE GAPS BETWEE
DESIGN IN ALL LOCATIONS ~ GREE AY LOCATIONS.
CONSTRUCTION g~ ~ ~ ~'HNLESS OTHERWISE NOTED - INSTRUCTION E E E DETAIL s
~ ~ SEE SEE DETAIL a ~ D2 D29 ~ BENCH LOCATIO - ~ KEY MAP
~ ~ D26 SEE DETAIL , NO SCALE
' ~ y I ~ ~ SEE SHEET N0. L12 F( :T N0. L12 FOR X28
\ 2544 1 HDPE PLACE IN E ~ ENLARGEMENT OF THI. e SALE LOCATIO t~S uIENT OF THIS ® ~ ~
4 31 LOCATION FOR MORE J FOR MORE ~ CONSTRUCTI ENTRANCE 9
DETAIL ' LEAR ND EMO ~ SEE DETAIL
DEBRIS FROM EXIST. . zozz ~ ~ CHANN LS FfOR P SITIVE ~ ~ zoz2 g 199. II D29 ~
~ x ,~7~ a i DRAINAGE. ~ 0 15 HDPE PLACE PLACE
~ ~ 62 IN EXIST. SWALE ~ i ~ ~ OR ® EXIST SS MANHOLE SWALE + I 12 HDPE LACE IN EXIST. ~ ~
~ i u ~ I IND XED O 1715.17 ~ ~ ~ \ LOCATION ~ SWALE LO ATION /
\ o ~ ~ N0~ ~ 4s w u~ TRAIL EDGE o ~
\ SEED ALL DISTUR D ~ ~ ~ AR A F ~ o TRAIL CENTERLINE
E S WITH SPECI D ;o
\ ~ -SEE DE J ~ / 1;~, TRAIL SHOULDER 1,7, ~ ,r
\ ~ \ w ~ , ~ ~
D29 ~ ~ ~ % \ 9 _ _ ' ~ ~ ~ , 7~ o ~ TRAIL ASPHALT 3.15A
~ ~ ~ ~k , .23 01.4 ,4 x v ~ CROSSWALK
~ > ~
IST. GR ~ ~ ~ ` ~ 9 196%2 ~ T I PIPIN ~ RAL G
3 3) -~_~o- . ~ s 5296 ~
V ~ ~ ~V~\ ~ I 205.37 W K ARD AL 80
~ % FROM EXI C NEL~-_~'-- x 8 5o x 97.,1 _ ~
9 ~ N~_ x, 4., ' POSITIVE DRAI ~ _ gee _ EXIST TOPO
j' ~ EXIST. GR NWAY N 4 ~ ~ ~ SEE SHEET 0 D x17 D 4 f ~ -p ~ 198.4 PROPOSED TOPO
~ ~ ~ os / ~ 3 SPECIAL TRAIL D I S INDE.,ED, ON ~ 6g D I S ~ r` ~
0.79A ~ ~ ~ ; ~ UNDER BRIDGE l~ I u ~ ,99.s a° w ~ ~ ; x259.7 SPOT ELEV,
1715. ? ~ - ~ ! I ~ i ~ i ~ ~ ~ ~ ~ ~ ~
2500 ~ / , ~ S + s.7o f + ~ ~ 1 , x 12+0o STATIONING ? +
~ ~ ~ , ~ ~ 3157 ~ \ / ~ ~ rya ~ ~ ra+xs o.so yy__
o ,p _ Pc = ~3+os.~s POINT OF CURVATURE
~ / _ T \ ~ LL ROCK CK-~J~~' - a ~M ' ~ PT = 12+54.15 POINT OF TANGENT
~ _ / mss-, a ~ x 291 ~ ~
~ _ ~ 0 2s ~ ~ ~5F-~5F- SILT FENCE
~ ~
~ / % P, A ~ ~I
- V ~ ~ ~ ~ ~ ~ ~ i
~ ~ ~ ~ x 199.8
~ ~ w --v \ o ~ ~ v Cry ~ NWAY ~ EXIST. GREE
/ ~ 2500 o)
~7 'y~ ~ soo o SEE SHEET NO. C2
~ ~ / PLAN & PROFILE OF THIS
~ '0 15 17 ~ ' i ~ OCATION FOR MORE
l j 1 ~ 1. J ~ ~ ~ ~ ~ ~ ~ 2500 ~ ~ 7 ~ D
~ / ~ ~ ~ n
~ ~ i' ~ ~ / ! 9023 ~ ~ 204.3 ~ ~ ~ 2062 \ ; \ ~ /
~ ~ / ~ ~ ~ r A y-- \ i ~ i l I r ~
~ ~ rA ~ ~ 0 ~ / i ~ ~ 103. ~ ~ ,
\ _ x i ~ ~ / ,
~ ~ / h / ~ ' ~ 204.2 / , ,
A ~ PARKING ~ ~ PARK G \ /
~ v ~ ~ AREA f=v ~ ~ / ~ 203.5 ~ 2529 ~ ~ ~ ~ ~ PARKING ,!V~~' ~ V x201.6 ~ ~ A A / /
i ! I , / ~ 2500 I
I >gREA / ;
/ ~s i 49 / ~ 2974 ~ ~
~ ~ i
~ ~ ~ ~ ' ~ 7A ~ ~ ~ / ~ \ / x 202.9 ~ ~ ~ 1. 7A ~ ~~I
j,'i ~ ~ i ~ x2o 500
~ 2500 ~ i 22e.~ i ~ ~ ~ ~ 88~
i ~ ~ / r ~ 23~ PARKING 4 86
_ 's9 i B AREA i~
/ v x 0 1 X368 PARKING ;n x R ~ ~ -I
/ 202.9 AREA 3~ % x2081
~ ~ ~ s PARKIN
1 ~ AREA ~ ~ 252 z~ \ ~ ~ PAI~I~II~G \ ~ ` ~ PAR ING
A~-- , AEA
4812 ~ I, \
~ 9/18/ AS PER DWQ COMMENTS cs~ GwA
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SI TED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. ESI N CAPITAL AREA GREENWAY SYSTEM D G ED GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO ERUCTED TO EXISTING
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. DRAWN NC RALQGIi, NORTH CAROLINA
/
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED 50' 25' 0 50' 100'
AND FEATURES SHOULD BE FIELD VERIFIED. 1 "=50' HAYES SEAY MATTERN & MATTERN,INC SCALE COMM.
1 1 , N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L4

x2 1.0 ~ , ~ ~ ~ / ~ 6 ~ /
~ O~W WETLANDS x i93.a / i LO 33.a 15 OPE CE N ~ / • ~ INSTALL STANDARD AIL / , .
199.2 SEXIST. WALE ~ DESIGN IN ALL LOC TIONS ~ '
~ INSTALL BOARDWALK BOARI LK BOARDWALK/ASPHALT LOCl4TI0N. / UNLESS OTHERWIS NOTED. "
,i DESIGN W~ RAILING TRAIL / 201.9 ~ THIS SECTION BETWEEN SEE C TRAIL TRANSITION - SEE DETAIL O ~ 30 N15PE~LACE IN ~ ~ d WEEN SEE TAIL i ~ ~ ~
(1350 TA +4 AND TA S 56 0 S 7 EXIST. WALE Des ~ a TA D27 ~ LOC ION. ~
58+50 SEE DETAIL / / i AIL ~
~ ~'OR THIS SECTION OF z 4 5 ~ 7
j ~ BOARDWALK USE EI~fHER D27 D27 Dv o2~ D27
o~ PILES OR ALT: F- OR ~ " 194.4
~ ~ ALT: F-2 i
Y ~ ~ ~ 1 /
X00 ~ ~ F / ~
s ' ~ 2oi.~ ~ ~ ~ ~ ~ ~50r BOARDWALK~ASPHALT ~ ~3~f'~ ~ _ \
~ ~ ~ TRAIL TRANSITION - ~ s ~ ~ ~°K'~~`'
' / / ~ SEE DETAIL ~ / 9F~a~ ~ _ _ - , 1 SEE DETAIL \ - ~ i ~ ~ ~ N_
~ ~ ~ D27 ' ` . V'~ ~ 1 D26 ~ ~ ~
~ / _ A ~ _ ~ TRUCK TURN AROUND x ~ 1 _ j\/~/~/~ ~ ~ ~ I ~
- ~EE DETAIL ~ ° ~ ~
5 i ~ ~ o 026 ~ z ~ i x 195.7 / / ~ . 98
~ ~ - _ ~ _ - KEY MAP
- - i / / ~ __~i ~ / ~ / " ~ ~ ~ NO SCALE
~ ~%2oa.~ % _ i ~ / ~ s~j / / i , ~ - - i~e~ i~
199.8 ~ r- ~p ~ ~ 60 . / i.--
- ~j ~ ~ /
/ / / \ ~ / r ~ .
/i , ~ ~ INSTALL TRAIL DESIGN W _ ~ - / ~ .194.3 ~ / / CLEAR AND REMOVE ~ ~
/ / EXTRA STONE BASE THIS ' ~ / / _ _ . - STANDARD ~ x 1949 OR EXIST SS MANHOLE / DEBRIS FROM EXIST. x 195J / ~ i
SECTION BETWEEN STA BOLLARDS 4 .C. CHANNELS FOR
51+20 AND STA 53+10 z0%.a / STANDARD -i- ~ ` / ~ ~ ~ - ~ YP. - SE DET IL 7 ~ ~ TRAIL EDGE POSITIVE DRAINAGE. i - o2e ~ ~ i i
i ~ SEE DETAIL z ~ , ; % / BOLLARDS 4' O, - - - - NOTE: ' / 62A ~ , , NOTE: \ ~ ~ ~ ~ " ~ - _ _
~ ~ , / TYP. -SEE DE ~ ~ - - - ~ - _ SEED ALL DI`. D26 ~ , ~ ~ 7 J ~ i ~ ~ ~ / ~ ~ A EAS W SF SEED ALL DIS RBED ~ ~ ~ ~ = TRAIL CENTERLINE
i 2500 ~ / ~ o~ / ~ ~ ~ GROUNDCOVEI A EAS W SPEC IED ~ ~ / ~ GROUNDCOVER MI TORE ~ TRAIL SHOULDER
i ~ i ~ i ~ ~ / , ~ ~ ~ ~ ~ ~ - ~ SEE DETAI ~ 7418 - , _ ~ ~ ~ ~ - , / A ~ / SEE DETAIL ~ ~ ~ s ~ ' / TRAIL ASPHALT
/ D29
i j i LE ,REM9VE
5 HDP . P A T E L CE IN EXIS . DE bM EXIST ~ SWALE LOCATION. ~ C A R P ~ _ / / CROSSWALK
S;~b OSI I A - - ~ ~ ~ ~ ~ ~ / ~ -TRAIL PIPING
i~ ~ ~ / ~ NOTE. E CITY OF RALEIG
/ ~ ~ i/~ ~ ~ MAGI NE ILTO ACO~E~ / ~ BOARDWALK
, / 194.8 O ~ / / i ADDI IONAL EASEMENTS TO , l9~ / FILL THE GAPS BETWEE = ~ _ XI T T P
~ ~ ~ i' 1 9 ~ i (554 ~ ~ ~ ~ ~ ~ / ~ - ~ ~ ~ "zocs x 193.6 r / gee E S 0 0 / GREENI!1~Y LOCATIONS.
~ ~ \ / / PARKING
~ ~ ~ ; ~ r~rl~.~NG V ~ / r / ~ x o2~ / PROPOSED TOPO / AREA
/ i x,98, / ~ X25 - SPOT ELEV.
~ ~ i / ; / ~ ~ ~
1 ~2+0o STATIONING
~ ~ i ~ / ~ / / x2°°5 Pc = ~3+os.~s POINT OF CURVATURE
1 ~ / ~ i /
i ~ ~ i ~ ~ ~ ~T ~
m„E, ~ / ~ / zoo ~ AT ~ 0 F 0 AR O U N A i Pr 12+x.15 POINT OF TANGENT \ - i
/ ~ ~ ~ / / / 9~ , / SF-SF- SILT FENCE
/ 3.15A ~ ~ ~ ~.56A , / ~ ~~i ~ / ~ ~ 2500 ~ ~
~ ~ ~ \ / ,i ~ / ~ ~
Leo ~ i 1 - ~ ~~oo ~ J fi2~8 x 199.4 ~
T / / / ~ s ~ o 526 ~ 029 /
INSTALL ANDARAIL , ~ 3 ~ PARKING /
LIONS % DESIGN IN AL LOCA w AREA ~
UNLESS 0 WISE NOTED. / ~
~ SEE DETA L ~ ~ ~ ~ ~ ~ . 20 .s t ~ ~ ~ P
~ / zs / ~ / x ARKING ~ / ~ / ~ 202.4 ~ ~ ~
~ ~ i \ AREA ~ , / ~ / _ i / ~ / 1. \ /
~ ~ ~ ~ ~ ~ 201.9 x 203.7 ~ ~ / r / / x " 203.7 D ~ ~ / / 2°3.7
/~~i~ % ~.11R~,~~l~ / / ~ ~ / ~ 1 ~ ~ / ~ F~,~~~'II//. Y~
G - % / i AREA ~ ~ i ~ / EXIT. GREENWAY ~ ~ ~ ~ EA
--r ~ / ~ ~ 20 . ~ ~ 2 z ~ ~ ~ x 203.5 / 2 ~ 199.5
k~ ~ ~ / ~ 0 / o~
1 ~ ~ ~o / / rY 5 / r ~ ~ / ~ ~G3.8
i~ ~ ~ r ~ / ~ / 02.4 , Y OF RALEIGH ~ ~ i ~ \ /r /
/ ~ ~ / ~7 / .z ~ _ /
~i/// 64 / / ~i~ ~ iii-~-~/ ~ / / ~ /
-viii ~ 1 ~
/ ~ ~ //ice ~ ~ t
„201.9 PARKI(JG ~--zoo
~ EEC' ~,TR GES _ ~ OD _ - ~ ~ ~a (o.~5a) AREA ~ r
Q
- ~ ~ I _ ~ 0 A PA ~Jpp~~G x ~ ~~U" 200.2 O
i ~ / 0 - ~ -x-~ ~ 30 f x zoaF ~ - ~ ~ r ~ - AREA ~ 3065 ~
~ ~ ~ ~ ~ ~ rARKIP`~-' 2ao ~ ~ 108 ~ J LL
~ ~ ~ ' ~ ' 2c PARKING AREA ~ 2~ ' 205.3 /
~ ~ 'r A K n ~ I`d ~ ~ ~ ~ AREA ~ ~ v ~ ~ ~ PAR~~~~
~ f ~ ~ AREA ~ ~ ? - ~ A x 200.5 ~ ~ ARE. , I
~ ~ 205.4 ~ i / ~ l ~ ~ i I / ~ \ ~ PARKING ~ ~ ~ i
I ~ ~ ~ AREA PARKIf~G
t 1 / AREA 126
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATE I DESIGNATED (SEE SPECS.),
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRi BE CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. / DRAWN NC RALEIGFI, NORTH CAROLINA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=50' HAYES SEAY MATTERN &MATTERN INC SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. 1 ~ ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L~

- _ _ _

\
- WAY 15 HDPE. PLACE.IN' EXIST. ~ HDPE. PLACE~N._EXISIr ~
SWALE LO~ATIGN SW LNAG~rTION `x ~ POS IBLE CONSTRUCTION ACCESS ~ - ' . .
INSTALL TRAIL DESIGN W r,= ~ -€~(T&A- STBN E-~H I ~ _ ~ ~ ~ xt MYAY BE OBTAINED ALONG EXIST. , ~ ~ ~SEV~fR. EASEMENT FOR THIS ! ` ~ _a.---~`~- O
SECTION BETWEEN STA.~y ~ \ ~ - S€6TI9N OF THE TRAIL. - i' .
64+10 AND STA. 72+30. ~ 4., j J ~ NTR~CTOR SHALL BE ~ Z q
` SEE DETAIL STATION 6 BEGIN + z ALTERNATE TRAIL ~ ~ ~ E~RON~ LE FOR ALL DAMAGE TO ' f='
1' wqr t
4. ~ THE CITY OF RA I~H
1 _ ' MAY NEED TO TT ' % ~ d F ~
ADDITIONAL T~ Ffl1~ ~ ; f''
~ o ~ a + ~ i' EXIST. GR WF i IST. GR WAY ~ THIS SECTIO ~ ' ~ OF ~ ~ t ~ r ~ ~
N, ~ N x isz.z 4 TRAIL. r' / ~
' ~ ,,f` f i ~ r`
u ~ _d.. _ ,gym SEA SHEET b. 4,F~R ~ ~
'~i iii ~ , BENCH LOCATION ' ' ~ ~ ' a _ ~ " ~ PCAN R IL ~ THIS 'J ~ ~ ~ ~ i ~ ~ -N-
` me s \ _ i 9zo mwt ~ ~ ~ ~ , , LO ATIS~I- FOR' W~RE sue, i ~ ~
~ ~ ~ --.~..r ~ SEE DETAI Des ~ TON` 72+3,0 r . l /
sac, ~ / i _ m+c f y,~~ ~ f ~ ~ ~
~ ! ~ r---~ f / i' ~
~ 'r"r TURN THE TRAIL SHARPLY ! ~ ~ ~ ~ ~ i ~ i ~ KEY MAP
i1S.96 _ G ANB~ G-RaDU#LY INCREASE ' % ~ / ~ NO SCALE
_ . ~ , 'r~ ~ - THE GRADE UP E ~ ~ / s r ~ ~ i'
~ ECK~OA ~ , - ' HILLSIDE. ~ i f: / , a /
SEED ~ ~ 'f 19 / - - a f / ~
2) ~
r, 1 / ,
i i ' ~ _ e _ r ~ . " ~ i-~ : ~ j l~ ~ , i ; ~ PARKING AREA i
~ ~i ~ ~ ~ ( ~ /~r ~ ~ OR EXIST SS MANHOLE t ~ ~L Z ~ / / / ~ 4
- CLEAR AND REMOVE DEBRIS . 'i;,~ ~ - EXIST. GREENWAY _ ~ ~ ~ ~ A / ~ PROTECT LARGE AMERI N ~
~ -'~r-- " ~ r' FROM EXISTING.CI~XNI~E~LS ~ ~ ~ / 4 - ;FOR POSITIVE~DRAINAGE. ~ se~ , ~ x H TREE IN THIS l l TRAIL EDGE ~ i , , 0 IM TE LOCATION. , i ~ ~ ;
I ` j ~..zo ~ ~ `ti 3 / ,j ~ TR Lt BE P cEO ~ ~ TRAIL CENTERLINE
I 1' x / 1 1 ~ z3z.~ ON UP E. ~ F~
J % fI / ~ ~ ~ j ~ X ~ ~ ~ 1 ~ TRAIL SHOULDER ~ , ~ .u
ow-,.. ' i - ,e ~ ~ T ~ ~ ~a14~-.: ~ / ~ ~ ~ ~ ~ i / ,
C ~ A R T M E N ~ O r ~ O R R E C T l ~ , t r ~ , TRAIL ASPHALT ~ ~ ~ ~t~ y tt ~ i` r ~
1 x ~ee.6 g~.s r _ ~ ~ _ ~ y IIi3' i P KING i !
{ ~ r ~.z ~ ,~1, 198.6 ~ f '1 ~ y,st I E r ° ` i~ CROSSWALK ~ !t ~ AREA ! ' ti V - ~
~ ~ ~ PARKf NG AREA ~ ~ THE CITY OF RALEIGH ~ , ~ > ,~ea.s ~ ~ ~f ~ , ROVVI~ ~'0 TIC ,z3z~ TRAIL PIPING
MAY NEED TO ACOUPRE / t ` ?3I f i i r ~ ~ ~ j ~ ~ ~ - i J i ~ ~ ~S~Z~~,
ADDITIONAL EASE NTS ` ~9s.a'- ' ~ r, / r~, ~ 1, ~ ~ / BOARDWALK
TO FILL IN THE APS ~ t ~t~'y`: / r i
BETWEEN GR r WAY I I' '1 ~k i.:, f t j t ~ , ~ R. \ ~ ! i - yea - EXIST TOPO x~ , ~ NOTE: ;
LOCATIONS' i . E ~ ' ~ ~ ~ SE ALL ~TUaBE 2°D PROPOSED TOPO
_ o ~ ~ ~ ~b ~ / r ~ % AREAS WI SP~CIF ED
' ~ ~ ~ ~ A f /f ,~lr, % f! I G OUND OVERT MI TURE ~ x259. SPOT ELEV. r~
% / y ~ i 1. r l l 1 INS~'ALL 4 (iT. FENCE PARKING ; / S E DET ~ ~
~J / ~ ~ ~,~~jr ~j / ~ / / r r ~ o ~~~~i i AL~NG TRAIL 1' OF€ E.P, t AREA ~ t / t. ~ 1 dss ~ ~ iz+oo STATIONING j I; / r l TH S SECTIO~J BETWEEN ,
i fix, ~ 9 ; / ~ ~ i ~ 72+30 AN i 1,,, , ~l ~ sTA. ( D 83+20. ~ r / / / ~ Pc = ~3+os.~s P INT F V
+ - .I ` ' ~ ` Il l i' - ~ ~ ; ~ \ ~ ~ , / - 0 0 CUR ATURE / , ; S DETAiI. ~ i/, ~ ,
~ l , ~ ~ i i ' t ,1 l / f~~ ; ~I 5 1 / I - f / ~ - , , ; i / ~ ~ PT - 12+54.15 r, ; , ; ~ osz , ~ POINT OF TANGENT
<J r/ ~ t ' ~ 1 ~ ~ / ~ ~ r / r / ~ ~ r
i El ~ I t ~ ! - r 1, ~ F ; ~SF~SF SILT FENCE
~ / ~ % ~ ~ r, ~ NOTE: ~
~ ~ ~ ~ / ~ r a ~ ~ i ~ CERTAIN OF MAY i ~ ' REQUIRE G TAL ET IN ~
IN6TALL SP~IAL TRAI j' ~ r ~ WALLS ALON6~UP SI E ~
_-i ~ ~ ' / l f°' ~ ~ ~ I' l ? ~ 3 ~ + t ~ D~SIGN THI SECTION $OIL STABILIZATI N. ~ ~ ~ ~ ~ , ~ ,
PARKING , , ~ / , ~ ~t , ~ ( B TWEEN ST . 71+75 ~1D APPROXIMATELY 400 L OF 12' T
AREA ; ~ ~ ~ t> j / 1 ' i, ~ ~ t I r I'f' ` ~ 1 ' ' ' ~ S ~A. 83+20. ~ J' 15' HIGH WALL MAY RE UI D. ~ ~ 0 ~ f / ~ ~ ~ SE`E DETAIL ~ 1 ~ r
~ ~ i , PARKI~G 1 l , r , r~ t r'' 2 REQUIREMENTS MAY ARYAN f
' ~ 'lt'd ~ i A R ~,A j , ' j ? ~ ; l ~ o3s o3s i MUST BE FIEL V D BY SOILS ~ / ' ~ ~ ~ ~ NEER. ~ ~ /
i ~ + ~ ~ d i ' ~.i % ' '
~ _ `il;' fit,,; 198.9 ~ ~ ~ ~ ~ / 1 j
~ { ~ I PARKING ff "
l ; r. l ~ A ~ / f,r/ t AREA , I ~ r ~ I rr j I ~ i
' ' ~ ' j EXIST. EE l ~ ~ ~ ~ i -EXIST. EENWAY i , ~ PARKING z ~ ~ ~ ~ ~ ,r / AREA ~ / ~
~~f f~ ~ ~ f' ~ I J f I i f 1~ ~ r l 9.44A / ' i ~ r J I
~I i ~ ,lf~, x~9a~ l t 1 `1 ~ r PARKING r" r r
r ~ ~ rtt I ~ ~ t ~ t. z t ~ 4 t ~ AREA DRAI A ~JUSTMEN ~ I I 00 / ' /
_ tf ~ r ~ ~ f~l I i 197.5 'l ' ~t/~~x ~f i 62 ~ ,~Al~ G TRAIL SHALL ~ f r / ~ ~ E IRED AT VARIO ~ 3~ ~i
' ~ l l~(t ~ if NO l ~ ~ / - , f1~,j t ~ NO f J 0 TS FOR STOR
PaRKiNC ~ , ~ ~ ~ , / ~ ~ R Is F „0 / , l R IS R~JC ~ ~ TER RU FR f ~ I i / ~ i
/ , INCA AREA ~ , , S 0 INCA ALON f R NG AREA. S TAIL ~ a S 0 z3~.3 / AIL \ ~
/ I i ; l ~ ' j S S +00 AND ~ ~ ~ 3 i I ~ AND SHEETS L13, ~
i / / ~ ~ TA. 8 ~ ~ /
r ti, ~ ~ ~ PR TELY 4 ~ / ~ t~ ~ ~ ~ / ~ l
1 ~ / ; , y ~ ~ FEE \ ! i % FEE ~1 A~ ~ ~ / / f , , R ~E BL I ~ i i i` I N~.
IND DON 17,~.1~~ ~ / ~ t 1 t
J / A ~ ~ /
_ I ~ 'r' ' / ,1 ' , 198.9 i, l/ 1 / i PARklfv~ - , i \ \ ~ i i - ~
t ~ 1~ t, ~ i~ ~ ~ ~ ~ ~ PARKING ~ AREA m ~ ~ ~ ~ ~ r ~ PAR ~ ~ Ik1N G ~ /
/ ~ ~e `i O AREA ~~A
~ i f ~ ` SEE SHEETYyI ;1 , j ~ ~ ~ /j ~ SEE SHEET 0 S L13 & L14 ! ~ ;
~ ~ I ~ ~ FOR ENLARGE FOR ENLARG NT OF THIS !I ~ _
r' ~ i / ~ ~ LOCATION FC p ~ ` ' 'C . LOCATION FOR RE ~ ~ ~ /
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED IESIGNATED SEE SPECS. . ~ ) DESIGNED aA CAPITAL AREA WAY SYSTEM
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUC~ CONSTRUCTED TO EXISTING
GRADES, 4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. DRAWN NC RALEIGH, Nt~tTH CAROIJNA
CHECKED Glq
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=50' SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS HAYES, SEAY, MATTERN & MATTERN INC ' 1 "=50' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

i-
F WAY ' `'1 ~ NOTE: . • • 1 - ~ .
15" HDPE. PLACE.-TN' EXIST. 15" HDPE. PLACE~IN_.EXIST,- `~°T ~ ~ ~ - -P-- SWALE I.Q6ATI~N SNJ~LE-.1,OC-A°I~ION _ ~ POS IBLE CONSTRUCTION ACCESS ~ ~
INSTALL TRAIL DESIGN W/ \ ~o ~'ti, ~ AY BE OBTAINED ALONG EXIST. f ~ • ~ ~ ~ EI4rE~ EASEMENT FOR THIS ,..-t O O d q
~-EXTRA- ST9NE---Tk1I r=' ` ~ ~ ~ SECTION BETWEEN STA. ~ ` ~TI~9N OF THE TRAIL. j!. s,i A
y,.~- 64+10 AND STA. 72+30. ~ _ O„ a ~ NT&ACTOR SHALL BE ± .
o SEE DETAIL STATION 6 BEGIN z ALTERNATE TRAIL ~ E~SRON~ LE FOR ALL DAMAGE TO r... ~ r
Des W ~ \ ~ XIS. EWER ~.E-A'S NT. -Y' % ~ ~
AY ~
„r.--- THE CITY OF RA I~H ~ , ~ f, ; ~ 1 ~ ~f ; ~ MAY NEED TO (~U ~ f/
dt'` r' x ADDITIONAL T~ ~R ~ r ~E`
t o ~3 8 + ,,f EXIST. GR V XIST. GR WAY THIS SECTIO OF H1` % /,~r f''.~'` j, ~
l -'N`~" x 192.2 TRAIL, ~ ° ~ ` ,Af o f, ~
l
/ / / / / / / / / Am SE~[/~ SHEET 64,FOR / ~ j~
O ~ 'v I' ~ r ~ t ~ PCAN,.& R~IIEr,,~ THIS ,
~ BENCH LOCATION / , LO P,TI~I. LIR" . RE ' . j -N r ~ ~ 1 x ~ ,
mgt s + ~ 9~.a x ~ s / ' ' ~ ~ . \v'` -SEE DETAI ~ t~E~A° , ~ ~ / A ~
~ iii ~;,r• . a / f t
-ti f
fry ~ ~ / ~ ~ .~%,rf~ / l i i ~ - ~i'`'`,~` 1''P TURN THE TRAIL SHARPLY l i ~ ~ ~ KEY MAP
1 ~ i - ~ ~ , ~ Alm G1~ADU~L-LY INCREASE / NO SCALE
.r'' / e~ - ` ~ ~ THE GRADE UP E r ~ ~ 1
~ - / ~ ~ i ~ ~ HILLSIDE. ~ ~ t ~ ~ / \ ' t r
~ I ~
19 t ~ f ~ f ! /f
r' f'~ , f . E t f ~ , ~ / `i
l ~ ~/x • PARKING AREA
- , ~ ~ ~ OR ® EXIST SS MANHOLE / /
% CLEAR AND REMOVE DEBRIS ~ = \ EXIST. GREENWAY A / ~ PROTECT LARGE AMERI N ~ ~ , , ~ ~ ~ TRAIL DGE
~ `j' FROM EXISTING,CKANNIELS - > H TREE IN THIS i ~ E ~ ` O I TE LOCATION. E ` r`'
! : 1 FOR POSITIVE/DRAINAGE. .-,x,.70 . f t ~ ~ ~ TR L BE P cED ~ r ! TRAIL CENTERLINE
,,r 232] \ rll ON UP E
,r' ~ , I ~ ~ ' r .r f ~ TRAIL SHOULDER ' ~ ~ X E
~f l r r j j r O 1. /l~ PHA T
% -eow~.~ ~ % ~ t . . ~ ~ '~PON~. j o , ~ , , TRAIL AS L ,1 ( t ~ J
s ~ ARTMEI~T OF ~ORRECTIO~IS DP \ ~ l r~ ` ( 1 i ~ / HIE , ~ P KING ~ ~ CROSSWALK
x 196.6 97.9 f ~w ~ ~ 1 \ ~ j 3 I 1 r' i 81 AREA j s ~ i
r ~ x 198.6 ~ r~ 1 I N.9fiE. , AREA ti PARKING R ~ UV P ~ T ~ ~ ~ ~ z3~, i , ~ -TRAIL PIPING
THE CITY OF RALEIGH r--~ ~ ~ I r ~ ,r , rr ~ ~ 1 rr j
TO AC UY~E ~ ? 1 MAY NEED Q ' ~ i 198.4 ~ ~ , ~ ~ BOARD AL ,1 ~ ~ ~
ADDITIONAL EASEt~kENTS IN THE SAPS ~j.i \ % j , ~ t ~ f ~ ~ ~
TO FILL ~ ~ ~ ~ f BETWEEN GRE,F~dWAY r yr \ ? ~ J ; , ~ ' ;,7; ~ , ~ _ gee _ EXIST TOPO li \ \ ! ~ }f~J ~ f t I ND li +
LOCATIOI~'f. l ~ ''j ~~~',r rr ~ ~=r ~ !r'~ ~ ~ r T P 1l r f , ~ SE ALL ~TUR`BE PROPOSED O O
f t ~ ~.E i ~ j~ 1 t ~ ~ t r ~ ~ ,r, ~ ~ ~ AR AS WI SPECIE ED
~ r I~ ,;~;;r ~ fi , ; ~ E G OUND VERirMI URE xz59.~ SPOT ELEV.
~ ~ ' l t~'r INS~ALL 4 HT. FENCE PARKING f S, E SET > ~
iE ~ / ~ l:: t iE l ~ AL NG TRAIL 1 OFF E,P. AREA , ( ~,z+oo STATIONING l: ~ ~ s
i x~~,9 j 1 ~i ~ ; r I TH S SECTI~I BETWEEN ~
/ ~ ~ i~ x~ao 4 _ ! , I ~ ~ r STA. 72+30 LAND g3+20. / % f PC = 13+06.19 POINT OF CURVATURE TAL' ~ 1 ' ~ , S DE I
/ ~ ~ r 5 , 1 !l ~ ;~s ~ ~ ~ 1 ~ l ~ Pr = i~+5a.is pQINT OF TANGENT
~ ~ ,I~ , ~ D32 i l ~ r .t+ta?f ~ i ~ lu ~ ' ~ r -
' ~ ~ ~ ~~i i l ~ ~ / ~ SF-SF- SILT FENCE
t ~ IN STAL ~ BOARDWA K _ ,f '
~ i ~ ~ t r t 1 ` ~ K R P NOTE. ~ ~ , ~ ~ ~ ~ ~ AROUN ROC OU C 0 CERTAIN TS OF MAY ~ ~ t r
~11i, t ~ ~ a it ~ THIS S CTION BETWEEN REWIRE TAL ET I a 0~ STA. 7 30 AND 7+00. ~ ;
j r i~ ! WALLS ALON6~UP SI E ~ f ' i ' ~ SOIL ~TABILIZATI ~ ~
eft .i PARKING ; , , ~ ~ t 1L ~ ~ ~ , F APPROXIMATELY OF 12 TQ/ ~ ,
j AREA ' ~ ' lI' r ~ 1 ` ,11 0l ~ ~ I' U~ I ~ i 11 0(~' ~ 15 HIGH WALL MAY REQUI D. ~ i
~ lI PARKING ~ r'~ ~ I / / f ~ ~ REQUIREMENTS MAY ARY ~N
~ r 1; ~ 1 MUST BE FIEL QED BY SOILS ~ r` f ~ ,
+ / AREA I r lri, ~ I ' ' j t ' NEER. .r ' r ~ ~ ! i ~ ~ ~ `
1; ~ ~ ~ f ~ i r' / t ~ ~ ~ t r , r
eyes ~ i ~ ~ ~ 1 / ~>>l ~ l r F i ( r t ~ % t 1 1 PARKING = ~ - ~ r
r I / ~ ~,f f I , AREA , f i,
j r ~ PAR K I N ~
1 EXIST. 1. 1 1s EXIST. EENWAY ~ ~ , ~ r I ! AREA ~ - r' % 1, ~ / ~ f
~ 1.,, l / 9.44A .1 ~ 1 1 f
r r i ! PARKING r` ~ 1
xisa.~ ~ / ~ ~ ( ,.1 ° j ` ~ AREA R I A ,415JUSTMEN f r° / ~ ~ 2,,(? ~
` f ~ ° ~ t ~/j,~, ti ~ j' I ~ ~ ~ ~ * 197.5 ~ ~ i' ~ iA ~ TRAIL SHALL ~ ~ ~ t 62 ~ ~ .f ~ , / ~ l
~ 1 I = i~ z° i t y r / ii,/~ f / ~ 1' I , ~ E IRED AT VARIO 'f ~ T FOR TOR ~ 0 S S ~ ,
~ ~ i~' l{ t li ~ ~ ' ` c t,~ ~ I="J~z ~ 1~`_ TAL ~ FR ~ f - TA L SP~CIAk IL TER RUN01'FF /
PARKING ~ ~ x 1~~8.4 r ; I a ! ~ f ~t t t ` ~ i ~ 1 ~ r ri, ~ t D N R NG AREA. S ~ ~ D N S SECTI 4~ '
AREA \ r , l r; T E / t J ' 3x AIL ~ , T E S ,1+7 All f t 3~. f
+2 . ~ ~ , AND SHEETS L13, ~ f ` 1
r t "'C.. E ! i 1 p
~ ( J t ~ 1 ~ , ' /
~ i 1/`t
IND DON 1715.18 i ' ` " i` ~ ~ \ \ , / ~ ~ ~ ~ ~ ~ / ~ ' 1 \ , ~f l ~ ' I
r, r ~ ~ x ' ~ i.r~ j ~ ~ ~ / / - - /
,ea.~ PARKING . ~ i .r~, it ~ C , \ ~ ~ ~
AREA - ! ; r / r PARKING 1 ~ "j ~ ~ PAR N G ` ~ ~ /
AREA ~ r o I ~ 1 SEE SHEET SEE SHEET` 0'S L13 & L14 ~ ~ /~i' i
S ~ O , ~ FOR ENLAR FOR ENLARG NT OF THIS ~ ~ ~ , 1 ~
/ ~ ~ ~ \ / ~ ~ ~ LacnTloN FOR RE ~ LOCATION / /
t f { r
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALl_ STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATE[ DESIGNATED (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM
3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. DESIGNED GLA
/ 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRI BE CONSTRUCTED TO EXISTING
DRAWN NC ~ N0~
R ATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES. 4. TOPOGRAPHIC &GREENWAY INFO M /
CHECKED GSA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=50' HAYES SEAY MATTERN & MATTERN,INC SCALE COMM. ~ ' 1 "=50~ N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

2oa---
a~~
{
199.0 ~ " 195.7 ~ ~ , ~ ,
/ ~ ~ j
200.2 , j / zo<3, / / ; ~ % \
" 200.5
\ o ~
zoos , ~ ~
2 ~ ~ ~
x 200.5 / L 1,
x 196.8
NOTE;
CERTAIN SEGMENTS OF TRAIL MAY REQUIRE SEGMENTAL RETAINING ~ ~ ~ ~
. WALLS ALONG UPHILL SIDE FOR SOIL 199.7 ~ ~ ~ ~ KEY MAP
STABILIZATION. APPROXIMATELY j, ~ j NO SCALE
400 L.F. OF 12' TO 15' HIGH WALL
x 201.1 MAY BE REQUIRED. REQUIREMENTS 200.2
MAY VARY AND MUST BE FIELD ,9s.7 NEW TRAIL TO GO ALONG VERIFIED BY SOILS ENGINEER. LEGEND
CORNER OF PARKING LOT. )T.
BOLLARDS ALONG
PARKING LOT OF CROWN ;ROwr~ ~Lo~ ~ ~ i ~ 3ffi OR • EXIST SS MANHOLE
INSTALL 4 HT. FENCE PONTIAC. / ~ ~~j ~ ~ TRAIL EDGE
ALONG TRAIL 1' OFF E.P. THIS SECTION BETWEEN
STA. 72+35 AND STA. ~ 203.7 X x/ \ / j/ % / / TRAIL CENTERLINE
' 197,8 83+20 SEE DETAIL F PAVEMENT NEW EDGE 0 / yr % z"~~ / TRNL SHOULDER
FOR PARKING LOT AT i
CROWN PONTIAC ,ys.z / ` / / ~ ~ TRAIL ASPHALT
/ ~ / ~ CROSSWALK
x 196.7 ' 1 ~~5.80 i ~
~ X / TRAIL PIPING
TRAIL ADJUSTMENTS TO
f. TIE BACK IN WITH s EXISTING DESIGN. / / / ~ ~ BOARDWALK
/ / ~ ~ - ~ - EXIST TOPO
199.2 x / ,~e~ / / / ~ seo
i / ~ ~ / / ~ ~ \ PROPOSED TOPO
V / > / i i
2oo.a 197.2 x / j i j i T / ~ x~59.~ SPOT ELEV.
198 7 /j j ~ / i ~ ~z+oo STATIONING
j i~ j ~ ~ , ~ PC = 13+06.19 POINT OF CURVATURE
V 199.1 ' „ 194.4
~Q' / ~ ~ ~ ~o~ \ ~ PT - iz+sa.,s POINT OF TANGENT
O
\ / / C2~ ~ \ ~ SF-SF- SILT FENCE
za„a . tl ~ I ~
20 I
i / o~ •zo:s~
I i
I ~ ~ , 1
25~~ ~js \ \ ~ ~ ~ ,ss
~ x 203.0 205.3 ~ x 197.6 1.6
~ I 1 / \ ~ z4 0
\ O l
' 1
~ x204.8 \ / \
i ~ ~ .203.7
x204.2 ~ j . aoi.o
2500 ~ ~ ,
~ V I \
240 . lass / ~ a \ ~ /
% 203.8 1
.197.0 -moo ul :i ~ ~:=f
~ 4.6 ~
,99, .
203.0
193.3 195.9 /ss ~ .,9s, i
N
REVISION DATE DESCRIPTION BY APP
DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CRABTREE CREEK TRAIL DRAWN NC Rq~pq{, Np(8?{ CARpUMA
CHECKED GLA
SITE APPROVED JLM
PLAN SUBMITTED J~
50' 25' 0 50' 100
°=so• HAYES, SEAY, MATTERN & MATTERN,INC SCALE COMM.
ARCHITECTS - ENGINEERS - PLANNERS ~~=50~ N0. 7522
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, ises SHEEP L7

~ - WAY \ 15 HDPE. PLACE kN' E-XIST. t HDPE. PLACE IN_..~XIST.- - F-- ~ ~,g N -o, r, . ~ \ OTE: . .
SWALE EO~ATI~N ~ ~ SWRLC -LOG~fiION \ OS IBLE CONSTRUCTION ACCESS '
INSTALL TRAIL DESIGN W ~ ~ ~ e ~ AY BE OBTAINED ALONG EXIST. ~ ~ f
_ ~ ~ ~ ~ -EXTRA- ST9WE--TkII~ ~ ~'o SECTION BETWEEN STA. ~ ~ ~ ~ EWEl3. EASEMENT FOR THIS y~ .r O o M ~ \ ~GTI9N OF THE TRAIL. / P-
_ - ~ , 64+10 AND STA. 72+30. ' - NTR~tCTOR SHALL BE i z
~ SEE DETAIL SZKfION 6 BEGIN x 1 2 jALTERNATE TRAIL ~ \ - E~RON~ LE FOR ALL DAMAGE TO ~ ` ~ A
Des W ~ ,tt / qY \ ~ X-I~-T. EY~IER,EASEM~NT. i _ / _ i

~ ~ ~ i THE CITY OF RA I H ~ r;; ~ MAY NEED TO ~ fJ~;f, - w -
w ~ i ADDITIONAL TS ~F0T2
j ~ 193.8 f EX EXIST. GR WAY ~ THIS SECTIO ~F H~ ,j ~
N N `"a ' 192.2 ~...i / 1 ~ TRAIL. r
/ ~ ~ / ~ f; ~ ~ ~ r
1' t ~ A SE SHEET 6 4 FOR ~ ~ ~ ~ ~ Gam,
1 i ( ~ 1 , PCAN,_Sc RSIFILF, THIS ~ , f _ ~ N
s,,. ' ~ ~ _ BENCH LOCATION ~ ' ' ' ~ ~ ' ' ' ~ LO ATIBbI- AR' RE ; ` ~
- . ~ ~ -SEE DETAI ' ~ ~ E~ ~ y2+3A
r'r' \ / ~ ~ ~
_
l// \ ~ TURN THE TRAIL SHARPLY KEY MAP
y w ~ x 1~J3.96 / ~ r A~Nfr ORADU#LY INCREASE i'.
r--' r` \ / ; ~ i NO SCALE ti y THE GRADE UP CIE ~ s
A~-- f ~ ~ - ~ HILLSIDE.
~ ~ / ~ ~ r ~ ~ 1
t_ l
~ f i r ?f/ f \ l ~ ' ,ij/ ~ . r PARKING AREA j
.t-~ ~ _ y 1` ~ 1 ; k ~ ~ ~ . , . ~ OR EXIST SS MANHOLE ' r ~ tax z
J...-~ Pam„ ~ J~ ; ` CLEAR AND REMOVE DEBRIS EXIST, GREENWAY ~ = ~ A ~ \ - r PROTECT LARGE AMERI N \ ~ E,
- ~ FROM EXISTING,Ct~CNN~S - ~ ~ r ,f E H TREE IN THIS ~ TRAIL EDGE
~ ? f FOR POSITIVE'QRAINAGE. ~ 19e ° ~ \ ~ 0 IM~TE LOCATION. ~ ~ I ~ j" TR Lt BE P CED ~ TRAIL CENTERLINE
% ~ 198.2 f 1~ \ t _1-_~ 1 ~ x ~
% f - / i ~ x ~ ~ TRAIL SHOULDER
/ / ~ . N, v f r
- D PARTMEIvT ~r ~ ~ _ ~ _ . _ TRAIL ASPHALT / ~ ~
r ~ ~ - - ''w x 198.6 97.9 ` 1 f P KING ; ;
l~ = 198.6 ~ ~ \ ~V ~ ~ ~ ~ ~ ~ CROSSWALK 1 ~~+4 ~<<` ~~t a, 4 AREA ~ ~ 1 / - i t ~ ~ '
.r' f ~ ~ `~ii PARKING AREA I ~ ~ ,=t~t~ R W P `~1T1~' ~ I~ ~ ~ 23z ~ TRAIL PIPING
THE CITY OF RALEIGhI ~ - xlsa.s 1 ~ ~ ~ ~ ~ i MAY NEED TO ACQUY~E ~ ~ ~ +j +i ~i'1 1 ~1 \ ~ ~ ~ ~ ~ ' 1 1 / ~ ~ Jr~ ~ _ I ~ 1 M , IS~~
ADDITIONAL EASEI~fNTS 1sa.a`'F t - ~ , ' ~ ~ BOARDWALK ~ ~ ~ ~ r ,
TO FILL IN THE GAPS ; ! r ~~,~'`I ,'`I / t ~ , i ~ ~ x-19
BETWEEN GREE-h1WAY ~ ~ ~ ~ ' t A ; ~ 1 1 ~ ~ ~ ~ ~ \ ~ i - gee - EXIST TOPO
% ~ f~% LOGATION~ ~ ~ ~ j ~ 1~ . ~ NOTE: l
f j 1 ';II ~ ~ sE ~ ALL sTUaBE ' PROPOSED TOPO ~ i; ~ ~ ~ ~ ~ AREAS WI SPECIE ED
j / a \ - 1 ff -J r 1;'~'I i ~-,``f 1 r i' _ Q ,J. ; GRtOUND OVER MIXITURE xz5,.r SPOT ELEV.
~r ( r i ~ / IN ALL 4 T. FENCE ~ PARKING a, SSE DET ~ 6'
~ _ ~ ~ l~r~ ~ - r'158.9 t' i~lrl~~ O ~ ~ AREA ~ ~ i f AL G TRAIL 1 OFF E.P. ~ ~ , ' ~ ~ 12+0o T , ~ d29 ~ STA ZONING o ~ TH S TW ~
~ 1 i SECTI BE EEN ~~r!'~% ST .72+30 AND 83+20. ~ / ,
rr~/ ~ r ~ ~ ~ ~ ' F f PC = 13+06.19 ' ,,rr,, - ~ ~ POINT OF CURVATURE S DETAIL ~ ~ , ~ , 1t, i i~ f ~ ~ ~ i~ ,
W S. ~ ! ~ t I s5 i , t t ; l ~ ~ 1 ;1 ~ ' ~ l ~ PT = 12+54.15 ~ ~ , ~ !)32 ; r ~ POINT OF TANGENT
~ ~ r ~ l j ~l / / ~ , f1 ~ i
I// ~ Il~ _ ~ i I ~ F F ITFN / S -S S L E CE
~ I r , i / . INSTAL' BOARDWA K i 1 z ;f ~ AROUN ROCK OU .CROP NOTE. ~
t i ~ f ,l y - tl ~ ~ 1' i Jf ~ - _ I r l ~ ~ ~ ~ ~ ! CERTAIN TS OF- MAY J/ ~ k ~ r~(~~ THIS SECTION BETWEEN RE UIRE S~EG TAL~ET IN ~ ~ /
\ ~ ~ l i 1 E~ f Q 1 i1 ! ; STA. 75+30 AND i7+00. ~ ! i WALLS ALONG' UP SI E /
` ~ S i ~ ~ '~i f - /J 7 ~ I SOIL STABILIZATI 'N.
~ j~'rf / ~ ~(j 1. ~ PARKING ~ r 1 . ; ~`/,~1 ~ ~ ~ ~ APPROXIMATELY ~00 L~ OF 12 Tg/ , ` , I 1`
AREA ~ ~ ,r 1 It ( ) f f . t ~ ~ ~ O r / ~ ~ ' i 15' HIGH WALL MAY RE UI D. ~ ~
. i ~(l ! 1 i~j? J ' i ,(j,' 1 „ ~ / r ~ t REQUIREMENTS MAY ARYAN V /
PARKIN , it ~ C ,r~ ~ , i~ , AREA ''l ~ ~ ' ~ i _ ; ' ~ ~ ~ MUST BE FIELf~ ~D BY SOILS /
r ° I ,t r ~l / ~ r ~ ~ NEER. ~ ~ ~
r r=~ I f~ x 198.9 j ~ ~ ~ f ~ f~ ~11 ~ ! i~ f~ I, r~ I fr .f r ~ i'r
i~ r ~ I. r f l' f i rjt j; r 't` ` i, ; ; t 1r~rr ~ PARKING ~ i~ . l
flit F j1,'~ 1'~l rf f~ ~ AREA ~ ~ t / / ~
~ 'j ~ r i r j, j `'r. r ~ ~ PARKING r ~ -
~.'t. i /'ft~~ 1 EXIST. EENWAY . ; ~ % ~ ! ; ' ~ ~ i I f AREA ~
1 ~ ~i r 44A 9 ~ ~ t l i Ji / f,,' I
x198.7 rr r`~( 1 ! i PARKING ~ ,
~ ~ f` . t ff 2 00 AREA; DR~I A ~t6JUSTMEN ~
r' r ~ `,i r ;1,11'! , ~ ~ ;AL6 TRAIL SHALL . ~ 62 1 , r I E ~ ~ ~ r ~r ~ i ~ ~ j ~E IRED AT VARIO ,
'r yr ~ ,f ; 1 r i l~ ~ ~ ' ~ ~ l 0 TS FOR STOR 2
i ~ ~ t PARKING ~ ~ / 198.4 / ~ ~ R R FR TA'EL SP~CIA~ IL TE
l ~ ~ ~ , , AR A > ; , f, , E ~ tr i` 'j; ' ~ R NG AREA. S D N S S~CTI 4
ih ! ~ ~ ~ S ~+7 P11R73• ~ AIL '
~ _ f / ~ Jl AND SHEETS L13 / ~ _ ~
% ,1 / ~ 1 % ~ \ / t1
1 ~ ~ D / ~ ` I \ ~ _ ~ f 1 t ~
~ I N D D 0 ~I 1715.1 ~ ~ , ~ ,r ~ I `'erg j J f I:
~ ~ r;
198.9 _ i ~l ~ 2 A i r r
PARKING -..''_A ° ~ ~ , ~ ~ r ~ ~ PARK~(NG / ~ ~
~ ~ ~r ~ ~ I i ~ r O AREA ~ r ~ t O . ~ r' , / o ; ~,R~A , ~ ! i
~ SEE SHEET 0'S L13 & L14 ~/~i` ' ~ , j y O
~ ~ , ~ r/ FOR ENLARG NT OF THIS ~ ' ~ ~ ~ ~ r ~ / ,
r f ;r Y ~ J i, ~ / LOCATION FOR RE \ r 'C i ~ ~ ~ r ~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN [ OUT WHEN DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED CAPITAL AREA GREENWAY SYSTEM GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE 7C. WILL BE CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. / DRAWN NC NORTH
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GlA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED 50' 25' 0 50' 100'
1 "=50' HAYES SEAY MATTERN &MATTERN INC SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1"=50' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

/
~ ~ ~ ~ ~ ~ L. J { I ; 2500 a,~
~ . , ` ' ~ PARKING o.73A ~ ~ j \ / ~ . ~
1. i KING i ,~~PARKING ~ ~o o+ ;ARIA ~ 2139 \ c, ~ , ~
AR r' AREA ARKIN 75 G 2500 / ~ •y j l s qo
,79 ~ AREA 3147 % ~ ' l o?~ so / loos
f / ~ ' R
1 ' I A .10A ~ _ 5 E~=PLACE ~ ~ ; . r PARKIN~,C__ ,
~ E T. S E PARKING 70
0 ~ OCATION ~ 2 Af~EA ~ ~ , ~ AREA ~ opossn ~ ioos fl ~ PRA 0 P SD CR1B4R8d'
2 t ~ PARKIN ~ , ~ ~X o ~ ~-f l CRBBd TRdIL (7YP.) ~ ~ ~
~ AREA ~ _ _ ' ~baw
(177) - 0 , r, ~ / ;
. , . ~ { 1,
(131 _ ~ ~ ~ F r - - s ~
` Q 2.74A ti\ QQ -a-
q _.u- X $
0 25~fl n~-~ ~ - _ ~ o ~ 1 j` / ~ ~ moo,
_ _ 7084 i / ~ o~ i '
- 9~ ~ PARKING i 2zn / ~
CLEAR & R ,DE ~ ~ IMITS OF N TR. REENWAY EMENT BY 20 L COS P AREA
FROM EXISTING ~ ~ M Y HOBSO ACKS ~ ~ ~ (TYPIC ~ PARKING i ~
FOR POSITIVE DRAT G ~,,'~~}:92~.~-"~,. ~ ~ g_12_0 INSTALL STANDARD IL AREA s ~
DESIGN IN ALL LOCATI01~5, \ AST. ~ , ~ ' PROP. GR AY EASE` I~EfJT'~•... 'I ~o
100 ~ ~ ~ NLESS OTHERWISE NOTED:~~~ ~ Mild. Q~ SRO ~
~ ` S ETAIL i' 1 G 1977, EDGE' >~~.;WA'i~El~ _ l ,l TYP. ~ \ ~ 2072 / Q ~ i Gd401
~ ~ ~ ~ ' D26 ( ) ~ D PRO SS
\ . ~ ~ ~ 0 ~V ' i ~ t` ~ 4 y .d1 2968 f
~1 ~ ~ ` ~ SEE S N0. _ . ~ ~ ti ~ , ~ v. m/' Y'" j " ~ 1
ti ~A ' ~ C21 FOR PL - _ , PARKIN ~ 2072 1
g ; ' ! PROFILE OF THIS ~ AREA , ~ ~ ~ ~ _ ~ \ SX r' % ~ LOCATION FOR 9S t SEED AL~t~ DISTURBED ~ 10 PARKING ; 8
Q ~ V ~ \ ~ \ , t MORE ~~~~TAIL i AREAS WIT SPECIFIED GROUNDCOVER IXTURE AREA ~
~ \ ~ ~ ~ PARKING , I - SEE DETAIL ~ 2.17A
-J ~ ~ ~ \ x20.3.78 '1' ~ ~ i s NO SCALE
~ ~ 2500 I ~
9 \ Ir fl ~ . , 15 E - FIEI ,
0867 ~
500 ~ ~ ~ t ~ , i ' AD UST~,LOCATI 0 ~ ~ ~ E ~--L.~' M TCH LOW POINT i r o ~ ~
Y815 1.17A ARKING'AREA FC ~ ,~,f
FIELD ADJUST TRA OR 6p ` ~ 0 ~ t (0.47A 09 ~ ~ , ~ ~ , -SEE DETAIL 4 EXIST. M.H. LOCA ON NOT ) INSTALL PRO ENCE ALONG 0 r ~ w ,
~ , e... 50 D2a ~ ALL CURRENT M. ~ ~8 ~ TRAIL 3 OFF, ESP BACK OF ~ LONG BRANCH S E DET ~
0 ~ E " 2500 LOCATIONS ARE HOWN SUPPLIED BY CIT`,/ Y
, 28 41 AND/OR ARE PROXIMA , ~o_ ' ~ - , % ED BY CONTRALTO D32 , ~f ORS TRAI i Q EXIST SS MANHOLE LEDGE % ~ = DET
PA ING ~ ~ o , PARKING > FIELD VERIFY - ao ~ ~ G ~ 3 1 i
EA ~ ~ AREA ? 4 J J ` ` { ~ ~ ® EXISTING IRON PIN - TRAIL CENTERLINE ~ €
PARK'NG ` ~ ONSTRUCTION ENTRA CE III ' { i TRAIL SHOULDER SE DETAIL I ~ ? EXISTING CATCH BASIN
, ~ , 29 ,~A ~ 160 ~ ~@0 a
3746 9 ' , APPROX1~dQTE ~ PROPOSED CATCH BASIN TRAIL PIPING
t E G EDP OF ST ~`R , ;
I~~AR K I N G E OF WATER'..,___ ~ ~ PAVEMENT ~ PROP. CONST. LIMIT . ~ ~ `',~T~I ` ~ j 0 PROPOSED BOLLARD BOARDWALK ~ ~ , -~TQI1~ ~
~x0 % j ° . ~ ~ 0 ~ '
PARKING n"' ~ AREA (T Q~ i ~ ~ ti ` ~ _ ~ ' , , ~ D ` ~ ® EXISTING MONUMENT -m---1-9$----- EXIST TOPO 15 HDPE PLA IN , , ~ , PARKI ~ ti
~ _ D4 ~ 1 -+T PROPOSED SIGN PROPOSED TOPO
_ - i o' 4 LOCATION ,
i,~i; ~ x 259.7 SPOT ELEV. _ ; ~ o PROPOSED BENCH
(18 f ~ STATIONING
94 ~ ~ x0 \ r l 1 0 PROPOSED TRASH CAN 12+00 _ ~
PARKING T EDGE ~ A ~ ~ ! ~ PC = 13+06.19 POINT OF CURVATURE
AREA . 2 CUT & C EAR PROP. N ` ~ ` , ~ ! ' ~ ~ / ;BENCH LOCATION ~ EXISTING POWER POLE ~ / SEE DETAIL z
DITCH F R POSITIVE D, AINAG EDGE'OF~ 0654 FOR PA KING AREA co TYP . ~ ~ 12-t~54.95 P01NT OF TANGENT Dza ~ EXISTING WETLANDS
~ ~ ~ CLEAR & CLEAR & MOVE RIS $F SILT FENCE
~ ~Q ~ j ~ ~ r"~`~ ~ Q ~~~.,A XISTII XISTI CHAN
PARKING _ ~ . <F AGE (~S ~ s~ , / ~ ~
~y ~ ~ ~ ~ A ~ , l ' \ 2.23
c ~ ~ _ 4`" ' °bl.
~ ~ _ ° 1 33 ~ ' x 2500
` PARKING P~A' % . r'~ \ a 2577 / ~ k '
F IRKING ; r, ~ ~5~ AREA e ~ ti _ 3 . i ` , 1=1~1.T ~ s 2597 ' ~ f
t~REA ~ ~ CITY OF A ~ G H Z CON ~ AL , . ~ 34+
r~ ' ~ - , i~ 4 ~ ~
i \ ~ _ ~ ti
~l rf ~ . ,t ~ ~3. ~"mod ` _ ~~8 ~ 1. THIS IS AN A RIA TOPO AT 2' INTERVALS. n',^r
P~A ~ r (0.43A) ~j _ \ \
~ ~ j ~ ,ti ~ _ 2. THE EDGE OF WATER AND THE TOP OF BANK IS ~ ~ ` EXI L€ ~
~ ~ N 2500 - I 1 r' ? _ ~ ~ M ~ LOCATION MUCH MORE IRREGULAR THAN WHAT IS SHOWN 1 °v ` C2 ~ N & NTH T P
N - - 0 E 0 0. PROFI~`1~,
~ 0448 ~ ~ ~ (50) 3. THE EDGE OF WATER AND TOP OF BANK MUST
~ m - ~ i ~ ~ , 2 0~ _ MORE DETAI~~~`` -:~e\ 2p BE FIELD VERIFIED IN THIS LOCATION.
~ 7 ~ ; ~ m 'PARKING ( ~ ~ ~ i' PARKING ' _ ~ yg
AREA ~ t - ` ° AREA 2455 j ~ I 1 r ; 1- _ ~ 4. 30 FEET FROM THE EDGE OF WATER IS ZONE ONE
G~ i ~ i 147 ~ ~ ~ ` i , t~ _ i ~ ~ OF THE NEUSE RIVER BUFFER AND MUST BE LEFT - i ;,__E.~,- ~ UNDISTURBED.
I ~ N ~ _ ~ / % __r - i ° ` _
° ' ~ ~ N (78) 77 % ~ ~ r j,, ~ _ - - . - _
' - ~==~X1~TING~GRE Y 5. THE EDGE OF THE TRAIL PAVEMENT MUST NOT 4 BE ANY CLOSER THAN 30 FEET FROM THE EDGE
~ F ~ L p0. ; _ 4.
~ Ow ~i_ 0 250.0 ~.69A AYE i ~ " OF WATER. FIELD VERIFY ti -
z 0.44A - ~ 1 ( ) ~ _
6. THE TRAIL MUST BE CONSTR4UCTED BETWEEN THE EXISTING TREE LINE AND THE EDGE OF
~ 45' FROM EDGE OF WATER 0 PAVEMENT ALONG THE PARKING LOT. THIS
z ~ t5' MUST BE DONE TAKING CARE NOT TO REMOVE
30' ZONE ONE ~ 2 ~ 2' 4' 2' 4' 2' ANY EXISTING TREES OR PARKING SPACES.
~ 22' 20' 6' 6' - 6' '
i ~ 1. CONTRACTOR TO VERIFY ACTUAL WETLAND 7. SAVE ALL PROMINENT EXISTING TREES PLUS APPROXIMATE
o BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION EXISTING TREES AS FLAGGED. IF JUDGMENT IS Y ~ ~ ~ ~ EDGE OF
OF BOARDWALK. WETLAND LOCATION WILL REQUIRED, CONTACT DESIGNER FOR FIELD z w w ~ ~ ~ PAVEMENT w o
° DETERMINE BOARDWALKS STARTING STOPPING ADJUSTMENT. m ° ° ~ ~ / J i ~a - o_~ J o_ ~ J
LOCATION. w w o o ~ 0 0 00 ~
8. ALL STORM PIPING SHALL BE HDPE DBL ~ o = w ~ w = ~ 0 2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH WALL-SMOOTH INTERIOR UNLESS OTHERWISE Y Q d ~ ~ ~ z ~ z LONG BRANCH
~ w ~ O O ~ APPROVED MIX. NOTED. w w N N U iv ~ PARKING LOT
° ~ o PAVEMENT
O / ~ 3. WETLAND LOCATION DELINEATION BY S&EC DATED 9. ON ALL STORM PIPING, BURY INVERTS ONLY AS ~ w N REVISION DATE DESCRIPTION BY APP
o g gg, NEEDED. ~ ~ / o
° w TRAIL FENCING CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
~ T P RAPHI R NWAY INFORMATI N PROVI ~p• CMP PIPING SHALL HAVE ASPHALT COATING INSIDE ° 4. 0 OG C & G EE 0 DED 0P
U BY THE CITY OF RALEIGH, DATED 7/98. AND OUT WHEN DESIGNATED (SEE SPECS.). =N DRAWN N~%~p RALEIGH NORTH CAROLINA
~ N 11 • ALL PROPO R A APPROX. TREE ~PPROX. TREE LINE
~ 0 5. LOCATION OF PIPING FOR DITCHES IS SED CONC ETE W LKWAYS, ASPHALT WATER ~ ~ APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING CHECKED GLA
- N LOCATION & MATCH PIPING TO DITCH CENTERLINE. GRADES.
~N ~o APPROVED GLA
° 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE ~N T
COUNTY GIS AND IS ONLY GENERAL, ALL J LOCATIONS AND FEATURES SHOULD BE FIELD
JO ~ VERIFIED. AT LONG BRANCH 50' 25' 0 50' 100' SUBMITTED GLA
rt HAYLS, SLAY, MA I I LKN & MA I I LKN,ING. SCALE COMM.
Not To Scale r AS NOTED NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
C D o FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE SHEET L03
rt~ J .u MARCH, 2001
•J ~

x2 1.0 / / /
x / TLANDS x / 199.2 / 93.6 \ /
/ x / I TALL BOA WALK 15 DPE P~ A i / ST. AL CATI / INSTA STANDAR TAIL i
2ot.s ESIG BOARDWA /ASP N W/ AILING ~RDWA /ASPHAL DES IN ALL ' \ ~ CA •
THIS TRAIL T ANSITIOP SE ON B (135 E SEE TAIL JL T ANSITION / TIONS \ ~ U ESS 0TH IS NOT
STA 5 +40 AND A 7 TAIL 3 ' E • o ~ ~ ki~PE~L E IN EE DETAIL
N 5 8+ -SEE TAIL u R THIS S ION D IST~WA LOCATIO \ \ Des ~ ~
/ BOAR 4 7 p DWA USE EI H U27 / °
~ PILES 0 ALT: F-1 R X27 X27 X27
ALT: 2
/ ~ .23A \ x 194.4 ,
/
01.1 / / 2500 BOARD LK/ASPH / ;ate .
/ TRAI / ( RANSITIO - \ ~vf.
SE DETAI 9687 L
/ / / 27 K TURN- OU - - - - -
/ / U K TUR -AROUND ~ / SEE DET \ _ _ _ - - ro
/ ~ - - / EE D AIL 5 ~ / n9 2 5 x D26
• / D2 x \ ) ~ - 19
/ 195.7 p - ~ 11
/ / 203.7 1 ~ ~ ~
/ ~ / / / /
x II j ~ /99.8 / KEY MAP
60 NO SCAL
/ / i E
/ \ / ~ -
/ INS LL TRAIL / / / ~ SIGN W/ / -
E RA STON ASE THIS / ECTION B EN STA / / - - g
~T C 51+2 - 0 A STA 53 0 - 20 ~ / ~ BO RD - SST DARD i CLEAR A REMOVE ~ x 4.3 /
~ S „ / ANDARD / EE D AIL / _ c BO RDS 4' .C. DEBRIS ROM EXIS x ~sa.s / . - SE T IL CHA LS FOR x 195.7 / ~ OR m EXIST SS
/ / LARDS ® 0.. ~ . - - - ~ i MANHOLE s PO VE DRAI GE. /
/ SE DE / - 25p / Ji ~ - - - S D ALL DI REED REED ~ - ' ~ TRAIL EDGE
/ / / ~ / ~ ~ / / - o - EAS W / / PEC IED - ~ i ~ ~ PEC IED / / /
741 ~ ~ / / _ ~ ~ GROUND VER MI E - R MI E TRAIL CENTERLINE
' / ~ / ~ SEE ETAIL - / , L ~
15 HDP PLACE IN XIST. LE EM 2s / / / TRAIL SHOULDE R ss
SWALE OCATION. DE M T. / TRAIL ASPHALT
i ' C S,F6 OSI ~ / / f G. / _ ~ - ~ / CRO
/ ~ SSWALK
/ ' / x ~ / a. / 8 i - / / NO E CITY F RALEIG ~
(554 / ' ~ TRAIL PIPING N T ACQUIRE
x 200.6 / ~ ' 193.6 / ~ ~ DDI ONA A~EMENT TO ~ x's3.6 ~ FILL I GAPS B BOARDWALK
' / / / ~ EN x ~ ~ - GREEN Y LOCATI S. - .~4
/ / PARKI / _ .yea _ EXIST TOPO
/ / ~ oz. AR / / PAR G
/ / / EA P / / ROPOSED TOPO
/ / ~ / / x isa.7
J / / / i / x2s9.~ SPOT ELEV.
/ / x zoo. ~ --H--- / ,2+0o STATIONING
~ / / / /
/ ~ / / / / / / PC=13 / o ±os.19 POINT OF CURVAT o / URE
3.1 ~ ~ ~ 5A / i STAT OF OLIN ~
/ ~ 2.56A / 2 PT~15 POINT OF .9 ~ TANGENT x
/ \ / _ SF-SF- SILT FENCE
5 ~ ~ 2500
INST L S AND AIL ~ 297 tss.4 x / p 99.4 ~
D / GN IN L k OCATION / LESS 0 s~
WISE NO / / SEE DETA ~ / PA ING i
~ / / / x / 2 .5 EA ~
26 / / i / / / ~ / / /
/ x202.4 PAR NG ~ / / /
/ / EA / ~ / / /
~ / ~ / x / / ~ / PA 2o1s zo3.7 ~ , ~ i A ~ RKI - ~ x ~ ~
i
° / ~ / A A ~ ~ / / EXI GREENWA ~ /
/ / P KI
~ c0 ~ ~ 15 2o2.z ~ / / ~ x zo3.e ARE
~ / 3.8 / ~ ~ ~ IY RA GH x 199.5
/ice ~ 124 / .4 x / /
i ''i ___.1 6~
x 9[11 C
/ ~ ~ \ ~ / \ /
i
' E TR ~ GE S 20,.9 D x
D4 (0.75A) PARKING ,200 '5A)
i AREA
x 2 .6 PA ~nyl G ~J ~IG
/ 2- , ~ AREA .A x zoo.z '
~ ~ 108 P 3065 a ~ / ING x200 P 2 P ARKI ~
~ 9 KING / AREA U ( x 205.3
AREA A A z \ i
o \ i PARKING
o ~ o PARKING N / AREA x zoos
AREA ti
PARKING
126 A REA
c., 1. CONTRACTOR TO VERIFY ACTUAL W ETLAND BOUNDARY IN THE FIELD PRI
OR TO CONSTRUCTION OF g. m BOARDWALK. WETLAND LOCATION WIL ALL STORM PIPING SHALL BE HDP L DETERMINE BOARDWALKS STARTING E UNLESS OTHERWISE NOTED.
/STOPPING LOCATION.
2. ALL DISTURBED AREAS TO BE 9. ON ALL STORM PIPING BURY I 0 OVERSEEDED WITH APPROVED MIX. ~ NVERTS AS NEEDED.
3. WETLAND LOCATION DELINEATION B 10. CMP PIPING SHALL HAVE ASPHAL 3 / Y S&EC DAT T COATING IN
ED 9/98. SIDE AND OUT WHEN DESIGNA TED (SEE SPECS. SEE SPECS.). REVISION DATE
° 4. TOPOGRAPHIC 11. ALL PROPOSED CONCRETE DESCRIPTION BY APP
& GREENWAY INFORMATION PROVID WALKWAYS, ASPHALT TRAILS ETC W ED BY THE CITY OF RALEIGH DAT .WILL BE CONSTRUCTED TO EXI ED 7/98. GRADES. S ED TO EXISTING DESIGNED GLA CAPITAL A
5. LOCATION OF PIPING FOR DITCHES I REA GREE NWAY SYST EM
S APPROXIMATE. CONTRACTOR SHAL a MATCH PIPI L FIELD VERIFY LOCATION & DRAWN NC
NG TO DITCH CENTERLINE. J RALEIGH, NORTH CAROLINA
a z 6. TOPOGRAPHIC INFORMATION CHECKED GLA
" PROVIDED BY WAKE COUNTY GIS AN D IS ONLY GENERAL, ALL LOCATIO AND FEATURES SHOULD BE FIELD V NS
ERIFIED. APPROVED JLM
7. SAVE ALL PROMINENT EXISTIN
w G TREES PLUS EXISTING TREES AS F 50' 25' 0 50' ~ SUBMITTED „ 100
RE UI LAGGED. IF JUDGMENT IS " Q RED, CONTACT DESIGNER FOR F IELD ADJUSTMENT. 1 =50
NAYES SE AY MATTE RN & MA TTERN INC. SCALE
FINAL DESIGN - ~ COMM. NOT RELEA ARCHITECTS - SED FOR CO ENGINEE - 1 50
NSTRUCTION RS PLANN N0. ERS 7522 RALEIGH, NORTH CAROLINA DA
TE AUGUST 19 SHEET 9s L5

~ \ N
CAPITAL AREA GREENWAY SYSTEM
o/
,,q o ~ q
loos l Rp 1yR P so
f Q'
/ ~o
loos
IWANIS PAR o ~ - ,,o,
T o
I Ta
~ ov Rq~F
2oa0 + 2
Prepared For: ~ Prepared By:
CAROLINA RALEIGH PARKS AND RECREATIO i 222 WEST HARGETT STRE ;REATION DEPARTMENT =o ~ HSMM
'T STREET, ROOM 608 1305 Navaho Drive, Suite 303
\ 9 P.O. Box 590 Raleigh, Norfh Carolina 27609 FIFTY YEARS
2" RALEIGH, NORTH C T~¢~ ~ ~ CITY OFF I t~oRS~~~s \ o ~P \G w ~RTH CAROLINA 27602 HSMM Commission Number: 7522
DATE: AUGUST, 1999
OFFICIALS
PAUL C. COBLE
G~aa MAYOR:
~9 r.
2072
DEMPSEY BENTON
01 CITY MANAGER:
tp ~ 29s
r~ ~ ~ ~I~
CA4pL \ \ JULIE SHEA GRAW ~~~~j~~
20 2 VICINITY MAP - RALEIGH, NORTH CAROLINA COUNCIL:
MORT CONGLETON
KIERNAN J. SHANAHAN
JOHN H. ODOM 2
JAMES WEST ~ ~Q.,,7
W. BE SON KIRKMAN /
MARK SCRUGGS
PARKS & RECREATION DIRECTO N IRECTOR: JACK DUNCAN
~r CAPITAL AREA GREENWAY PLAN r b PLANNER: VICTOR LEBSOCK KEY
G -GENERAL
L -LAYOUT
C - CIVIL
D - DETAILS
r ii I o
~ KW
SHEET INDEX
~ o
L1 COVER SHEET G1 PLAN & PROFILE - KIWANIS PARK C17
EXISTING CONDITIONS G2 PLAN & PROFILE - BIG BRANCH C18
~~!i o
EXISTING CONDITIONS G3 PLAN & PROFILE - AL SMITH BUICK C19
L2 ~ ~ 4 EXISTING CONDITIONS G4 PLAN & PROFILE -WAKE FOREST RD. C20
EXISTING CONDITIONS G5 PLAN & PROFILE - LONG BRANCH C21
~ ~ L3 SITE PLAN - (1"=50'~ L1 PLAN & PROFILE - INDUSTRIAL DRIVE C22
z L4 ~ SITE PLAN - (1 "=50') L2 PLAN & PROFILE - UNNAMED CREEK C23
SITE PLAN - (t"=50') L3 PLAN & PROFILE - CROWN PONTIAC C24
L5 L6 Capital SITE PLAN - (1"=50') L4 PLAN & PROFILE - NIC C25
SITE PLAN - (1"=50') LS TRAIL DETAILS D26
v ~ ~ ~ Area
SITE PLAN - (1 "=50') L6 BOARDWALK DETAILS- D27
~ i Greenway SITE PLAN - (1 "=50') L7 RALEIGH DETAILS D28
SITE PLAN - (1 "=50') L8 SOIL EROSION DETAILS D29
° SITE PLAN - (1 "=50') L9 FOOTING DETAILS (ALT: F-1 & F-2) D30
~s 0~ SITE PLAN - (t"=50') L10 FOOTING DETAILS (ALT: F-3) D31
SITE PLAN - (1"=50') L11 MISCELLANEOUS DETAILS D32
10 SCALE ENLARGEMENT -ATLANTIC AVE. U 2 OVERLOOK DETAILS D33
20 SCALE ENLARGEMENT -CROWN PONTIAC U3 ATLANTIC AVE. DETAILS D34
L10
20 SCALE ENLARGEMENT -CROWN PONTIAC L14 CLIFF DETAILS D35
i 10 SCALE ENLARGEMENT - YONKERS RD. L15 CROSS SECTIONS-CROWN PONTIAC D36
10 SCALE ENLARGEMENT - RALEIGH BLVD. L16 BRIDGE ABUTMENT DETAILS D37
Lll `~~r t~
r,e "
KEY MAP - CRABTREE CREEK FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION G1

.

x nay ~ Dy. i I III I ~ i laua~u~a 2475 ae ~ PIRKING
i v i I it I I I~ ~ ~ ~ ~ ~ I I '1 ~ - GjL18HE'CH~SE Ili ~ III ~ t 11~ / ~ GENERAL NOTES
1 ~ _-"=~eT~ III ~ ~Iil~i' I ~ ~ ~ v ~ ~ ~1 I I 1 ~ ail - ~ 11
~ ~ ~ - III I II' ~ ~ x 1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION.
~ ~ ~ ( 1 I ~ I I III I / ~I 1 1 ` w ~ I I~ III ! ~ l% r~5 ~ q
I i - ~ ~ i Mill ~ , ~Il 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR. p 0.~4l1 1005 ~o
A I i 1 / ~~op' 8
~v . ~ V r , i ~ i 1 ~ i ~ ~ v ( I f l l~ j ~ I ~ i ~ ~ A a 3. CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE. ~
~ . ~ ~ ` I I I I ~ ~w w, I ~ ~ I 1 ,6 v v. I V ~ I . ` 1 ~ I I I I I I I J ~ 4. CO TRA T I N C OR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
v~ v~ ~ ~ I ` i t l I / / PMKINC I . ~ ~ ~e ~ ~ l I PMN~NG ~ A~ ~ ~ C / A ~ ~ I r I l r / Aar , ~ / _ _ _ OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
~ ~ ~ RESOLVED PRIOR TO CONSTRUCTION. ,
.A°C' . I A ~ x.~ ~ , I 1 ~ 7a. ~ . ~ ~ A ~ ~ I I i I / ~ / , ~ ~ I I P~ / 1 ~ ~ ~
r' 5. STATIONING IS APPRO. MATE. CONTRACTOR SHALL VERIFY ALL STAT I r ~ _Xl ION NG AND
A ~ ~ ~ ~ I II I I PARN#~c I ~ I PMK~NG rrakiHG max.. ~ i / ~ I l . A~ A ~ ~ I I I l l ~ f i ,w~ ~a~ RU . 0 1 P~ ~ / I ~ l Krx~ws ~ ~ ~ v ~ I I I l l ~ l i x ~ CkER _ I x.. / / I / / / ; r ; ~ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO
~ _ PA?Y \ \ ~ \ ~ ~ ~ ~ \ ~ I ~ I I I U ~ II I ~ _ _ l PMKiNG Br0 Pk90NC I 1 1 ~ / / ~ ' ' ~ ~ CONSTRUCTION. zz» ;~r
\ e. ~ ~ I I Zdi 1 l PIRKING ~ AAEA AxPA ` i re, / / / 1 I r ~ i i ~ , 6. CONTRACTOR SHALL MAINTAIN A AB V N LL 0 E A D BELOW GROUND STORM WATER s~8
~ ~ ~ A ~I A ` ~ V li m I 1 i ~ ~ I ~ s • ~ i / ! i d.. ` ~ ~ ~ . ~ ~ I I ~ , I ~ / J ~ \ ` ~ \ ~ I `I I 1\ ~ IS PARpNC /l I / / i. ' / x ' DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED ~g~ ~
i' / rl ~ vA / l ~ vm ` i~~ ~ ~ lI P~ ~ ~ ' ~ SjR~ sm " • i / ~ ~ I A 0 / ~ ~ l l 11 Q \ ~ INDIXm 1716.1 \ \ ~ I ~ / J ) I / `1 • I i I 404 ~r , , OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE
11 I rro i ~ ~ ~ 1 ~ ~ I ~Vt I , ~ I P/A I ~ ~ ro • 36 ~ II ~ ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDIT104v PRIOR TO a° u' ~ DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 2-72 1 b
v ~ -aev ~ ,~~i-~, - r,~ ~ I I I 1 \ ~ I ~ eAxioNC I / / ~ 1 I ~ ACCORDING TO DETAIL. ~
~ ~ ~ / , ~ ~ ~ _ ~i ~ ` \ ~ ~ ~ ~ i I 1 ~ ARFA / l l / P~ I ~ I ,ice i,~~.v - - ~ ~ V i t ~ AL/~I1H ~UIC i j I x..~ I 1 Il j ~ ~ ~ es a „ ~ rr9 c?Q' z ~
_ i- 1 ~ V~ ~ 1 A t l J i / / I / ~ l ~ 1 AEI ~ ~ l i l 11 ~ x / I I , / I PAngxc x ~ / I / 1 ~A I ) 111 ~ ~ V ~ ~ P /JffA / 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN EXISTING EASEMENT.
. ~~i ~ f ~~v ~ ~ I I I l \ , a ~ 1 I i 9 1 ~ I . A / V A ~ ~ / i i P,~
~i; i~ ~ ~ ~ . ~ ~ ~ I I i 111 ~ ~ ~ /lP~~r~ i I I - t ~ ~ ~ / ~ - ~ ~~tg ~ ~~v ~ i ~ I 1 111 P~ ~ ~ ~ ~ m.o / I \ I ~ I . ~ l ' ,'P~" 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS VICINITY MAP ~ r
, r , v~ r~ ~V 1 II \ L ~ ~ ~ ~ / l V I I / I ~ PNOfING 1 xm , CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
-~wa~~~~rm- ~ \ / , I ~ '~Il 1 ~ v 1 i ~ ~ _ ~ _ ~ ~ i ~ I I 1 x- 1 ~ i ~ 7/~ ~ ` ~1 ~ 1 ~ ~ ~ I x" OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. P"Po(B!G
' I / x,~ I \ V / PAR)tlliG , P NlFA
I V ~ A l ~ I - / I V I ' ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND r moo ~ - ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
~ 1 ~ ~ I t / _ ~ I t ro ` ~ / / ~ 1 1 ~ ~ ~ I ~ 1 ~ I l~ AI ~ v ,_I / ~ ~ ~ ~l 1 I ~ ~ . \ O / ~ ~ VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
~1 1 I 1 psi ~ ~ A~ ~ ~ ~ '0.V V~~ ~ ~ / ~I / I I i ~ x.. \ I / 1 ~ ~ ~ ~ \ ~ V.~ ~ PAAI{ING ~ AL SMITH BUICK j P~`~ ~ x" TO PROVIDE 8' VERTICAL CLEARANCE.
l v , i I 1 I ~ ~x ~I~, ~ ~ r ~ ~ ~ ~ ~ , v ~ r~ i r r
r ~ ~ I I I s ~ ~ ~ ~ l ' " -I~~' ~R { ~ i~ / I---- xw ' 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR. PARKING
1 ~ I ! / I ~ / / ,a it 1 f ~v~ ~ ~ ie olyf ~e.~a I I / / - U i V A ~ ~ rHearc ~ / ~ ~ Iwo~xm o is
~ 1 A ~ / ~ I ! JI / vv vv _ ~ ~ v I i I r v _ 11. CONTRACTOR SHALL PROVIDE STORM WATER TAIL DITCHES" TO PROVIDE POSITIVE
~ / / / i ~ v A\ / ~ o . ~ ~ SPA--` DRAINAGE AWAY FROM TRAIL. SEE DETAIL. `
~ 1 / /l ~ . l I ~ 4~~ ~ - v v I ~ 1 ~ I , AAA ~ x.,. r x., ~ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARD . S
I ~ i r 1 1 ( \ I ~ - I I _ j I ~ / / ~ / _ ~ ~ ~ ~ ~ r PARaw Pumwc _ PARpNG - PARKWG / PARK \ AREA
~ AR~~xJ 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE u ~ , -
` 1 ! I ~ A ~ 6 ~ 11 I ~ ~ / / . ,a w ~ ~ ~ ~ ~ _ /I / ~ CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
, I .20 ~ ~ \ ` J ' ~ ~ v n K ~ ~ _ aA r rnx 1 1l awe !
~ I ,--V~ ~ ~I A ~y ~ PA~gI@~G / I n" r' r X.. ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS N ~ I Pnmiryu _ A D EROSION CONTROL ~ ~ MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
f ~ ~
P>~ ~ I ~ ~ = ~ t ~ ~ v ~P~xc tom, ' ~ I A. ' - _ ~ , ~ A~ , P,vm~ 22 / PARI(ING ~ ~ I lP/A _ II- ~ ARG ~"G~;' ' - 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING i , A~;rA
+xPA ~ 1 ~ , dp ' ~ r I ~ I 1 C~ I/ z~ ~ ~ m4 ~ i 11 l ~A ~ - / r \ ~ ~ REEK ~ - - ~ ~ ' SCHEDULE. ~
, ~ \ PARIGNG r
J P/A \ lJ KINO ~ ~ - P,~ ~ r' 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
l / / / i ~P,waNA m ~ ~ ARfA . I l - ~ \ ` ' STATE C UNTY A 1 ~ ~ 0 ND LOCAL CODES.
, P~waxcl. ~ ~ a.. a ~ ~ i ~ v , ~ _ / ~ ~ / I : ~ ~ , 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
w V A ~ I . I I ~ ~ V ~~p ~ ~ EQUIPMENT ETC. THAT MAY BE REQUIRED.
Ll ~ v 1 ~ i ~ ~ Pumluc .
~ / I„ ~ ~ ` ~ I / ~ may q ~ ~ ~ 1 ~.1 \ P I . / / \ PAAKI U V. \ \ ' r~ c~0v,\"` 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEM IN /,r r~q p ~ ATIC NATURE AND
t/ l/ ~ I rpm 1100 ~ \ \ / I I LW \ AREA \ \ ~ 1 1 / \ ~ PhRgNG i ~ ~3~ \ ~ / ; ; . ~ DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED `.~;'Z i~,' FOR A COMPLETE AND WORKING SYSTEM.
PAAK~NC ~ I ~ 1 ¦oo ~ ~ aAwom I i . A `v. u~t ~ / ~ •r A ~ F; w ru ~ . v~v ~ ~ r ~ - ~u
PIA / ~ 1 ~ • ~ , ~ 4 \ / P/A / ~ PARg1iC - I ~ I w St ~ ; , o ~i *r ~ ~ i 19. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTIC~d MEANS
~ ° AND METHODS A I
- ANFA Sp 7000 r ARFA sN ~ _ `~PARItlNG ~ / ~ , ~ P moo ~ \ , ~ SSOC ATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ~
I MFA / f' ~ I fk ! ~~nr 11 ~ • P~'G 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
' ~ ~ ~ ~ P/A / ~ / l i ` Iql ~a, ~ ~ ~ BY THE CONTRACTOR DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
x nu P/ ~ l ~ - ~ ~ " J ~ 9mo P^FffA I PAPEA r r , % ~ / ~ / ~ ~ ~ m, ~ I ~ w 'as ' \ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRA ° ~ , ~ Ff CT N ip ~ f ~ ~ ti ~ ~ DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER S
i / ~ 1 t ~ , x ~ ~ ~ ~ / 2AP~ l ~ I j PNtKWO ,p I , • e4a ~ C~ ° o - REPRESENTATIVE.
\ , r ~ ~PMaNC ~ ~ ~ I / ~ A>~n / ~ ~ ~ I ~ x a re.tt i , / ~ Il ~ l PARKNG , ARFA /
~ ~ x.. ~ / i 1 ~ 1 ~ / ~m x.. ~ ' 21. THE CONTRACTOR A T TI P T SH LL, A ALL MES, KEE HE PREMISES FREE FROM
x ~ , ~ ~ f I w PAS ? ~ a PA~~~ 1 ~a Pu~anc ~ ~ 1 • ~ P~ ~ ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM HIS EMPLOYEES
~ ~ ~ ~ ~ U PAPFA P~ PAP1GN01m P' ` _ r x A~ d PAPoONG mn P/ , r ~ ~ OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT. qEA Aj ~ ~ A ~
. ~x i 1 i 1 4 ~ ; ; ' ' 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
V~~ I I~ (~C ~ laaV 8 i 1 ` r ~ P/" ~ PRE-CONSTRUCTION CONFERENCE. , rl, r
x f~ ~P'`~N6~ I I ~ ~ P,vnaxc ~ , a. ~ i / P,waxc I ~'wcn I~ I •av III v i Promo I I E I 5 ~~/l j ~
AAU , x' l I ~ ~ I\ PMpNG~~~ °1 I~ I ~ I I i / A~ _ II ~ , ~ ~ I P,~G ~ , , 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE ARE
_ _ - PARIGNG ~ k f e I ~,f ~ ' ~ ~ ~ BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
_-p~p 1 ~ ~ a ~ IX 7em vx ~ _ / ~ I1 Im 5~ ~ FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
• PARKWG ~ ~ I ~ ~ ~ PAANINO A• I ~ ~ SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. ~G moo
• ARU I ~ I ~ A~ ~aq ~ M d ¦ x PAA~ o~ _ I " ~ _ moo rnu i ` ,moo x., ® I
e{ t~ ~ ; ~ ` x NOTES:
(d y I I ~ m v x• ~ PIfJ(tNG ~ PMgNC 1 7000 l ~ /1;
1AFA ~ ~ AREA PNIXING I ~ EM / ~ ~ AAFAM/Id(ING m~u ~ r _ ~ ~ , ' 1. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE ~ h ~ ~
V , g ARFA 7000 c / / ~ ~ If0 _ / r , _ ~ - , CITY OF RALEIGH DATED JUNE 1998. - ~ ~ °«o
i ~/A / ~ ~ N 13 P~~ n 1~ / ~ ; 2. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
?ra ~ M ~ PARgNfi ,-r e ~ l ~ / it i
PAFI•!C / AAFA 1100 / , g c ~ / ~ t / ~ ~ ~ rl / ~,,~/,~'a,
~ I PAAUVC i ~ ( / ` ~ p ~ ~ ~
a ~ I ~ P L A / ~ .C \ ~ ' p i ~ ~ A ~ x Y ~l x ~ ~ / I ~
U maW \ 1 • moo I PAPo(I g/ moo (a+W I 1 I V A ~ _ sa ~ ,fit mm~ ~ ~ % , ,
Z ~Y, 1 1 ~ ~ ~ i
O O / ~ '
O N - ~ 8 I ~ ~ ~ ~ am
C~ )
EROSION CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICE AINTAIN DEVICES AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP BROUGHT UP TO FINISHED GRADE WITH VEGETATION, REVISI ON DATE DESCRIPTION BY APP
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC.
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM LETE AND ALL AREAS ARE STABILIZED COMPLETELY,
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL IN D IRONMENTAL INSPECTOR.
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH, NORTH CAROLINA
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING OVE REMAINING EROSION CONTROL MEASURES AND
MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. '~S' CHECKED GLA
TO BE SEEDED AND MULCHED WITHIN 120 DAYS. m E ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY
CONSTRUCTION SEQUENCE a. WHEN VEGETATION HAS BECOME ESTABLISHEC 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. APPROVED JLM
J 1. OBTAIN GRADING PERMIT. z LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND CO ETION AND COMPLIANCE. SUBMITTED JLM
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS N 150' 75' 0 150' 300'
5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 1 "=150' HAYES, SEAY, MATTERN &MATTERN INC. SCALE coMM.
THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. W J ' 1 "=150' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G2

r i
! \ ! _ ~ \ GENERAL NOTES
` x 1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO
1 PHCONG x / ~ RIGA / CONSTRUCTION.
~ ~ \ / iW5 o??
PARbNG \ I AFFA ~ ~ ~ q 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
_ _ DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR.
x.. ' x,~ - ,005 e _ b
PAPoGNG 1 C OR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE.
PRFA i r~ i i 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
moo ~ ~ - \ / ~ «u / ~ x~ \I / OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
1 ~ P~ / ~ ' / RESOLVED PRIOR TO CONSTRUCTION. zoos ~
PARKING I x r, ~1/ AAFA f
/ ~ ~ I I 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO
/ 1 1>F.. / ~ ~ , I ~ ~ ~ ~ ~ ~ l a / PMKWG ` - - ~ \ \ \ \ / \ ~ ~ CONSTRUCTION.
/ ~ ~ IN00a:00 iJ ~ I / A A ~ ~ / ~ ( ~ ~ l~l ///l~ I i-'~~ A 2z7~
1- ; _ ,a 1 ~ 1 ~ 1 ~ 1 ~ ~ v v i ~ ~ ! ~ l 9~ L - ~;i/ a Iii e~ ~s~ y;7 'L ~ ~ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER
1 ~ I ~ V ~ l~ T' tp ~ r f ~ x >a PIRgHG 1 ~ 1 I 1 ~ d 1 ~ 1 / V A 1 ~ ~x ! ! aw. / / \ l 1 - / ,ypp / / DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED / 19 ! 4
~ OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE ~ x~ _ _ ~ ey ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO j o
/ PARKItiG t I iNOexm~- 4.59A ! lI / ,~/l ~ a! rwa I I I / ~ 6 1 ~ ~ ~ a x ~I1 / / 1' l ~ 1 x ~S DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND o~
ARq~ X u ~ I I ~ ~ 1 / I ~ 1 KING ~ \ ~ l\ 11 11 ! I / 1 ~ n at S 1-- ~ I x~ I 1 t~s~ ~ PIAgNG ~ - ~ 111~11U~ii I'•! ! V 7 ~ ~ r ro a 10~98A o~ ~o!san ~ ACCORDING TO DETAIL. ~
v ~ 1 A I ~ ~ I ~~a>, AAFw ~ ~ x„„ 1111',~1'1~1' I1~1 ~ 1 / 1 _,'i n 1 7y ~ • x.° A PAAKit~ / ~ ~ I / ~ ~ 111111 1 / x.. 1~ x ~ ~ " 9~ % mu ~ ~ 29 B ~ 9300 j I ,
V `1 x.. I ARU ~ / 1 / - I PARKING ~ 11 ~ ~ VIII i ~ d° a l ~ ~ 1 ~1 l I / I 1111II~ ~J ~ ' I I 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN ~ , ~ I EXISTING EASEMENT.
P ~ / ~ / x\ I I & l~ ! x„.. ~ I lll~ ~ / MM 4 x - t 1 ~ B l ~ P;wKiNC ~ / ~ ~I , ~ ~ ~ /'/'i %'99p Puawc ~ 68A ~PlA1fPRF ~ I ~ / PIAKING ~ 1 I i l ~
1 I ~ / /'M' 8 a~+ lx 1 1 . / ,uun I 111 /////I!//////1 ' ~ L i~ ~ ~ , / ~ / ~ / , ¦r / 1 ~ A H1 I / i V ( 1,~/~ I I I -_I / / / ~ I/ a_zw 1 ~ry 8 V / ~ / - x., h ~ ~ ~ 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFlED ON THE PLANS AS - - ~ ~ ~ VICINITY MAP
/ I ~PU+xx~c V e ~ ss / i II i 1 x '~7 ~ I / ! /l1~ ll ~9 1 4A 7 S I i ~ 1 / ARPn `2~9 / ~ \ ~ 1l 1 / / ~/~ll ~ ~ ~ l I 11 I ~ CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
1 / / ~ ~ \ l ! T • oEim ow ~ l ~ 1 ~ ~~l III ~I II / / l / l// I ~ ~ 1 / / ~ - _ ,a , :ate v I vis.Ie ~ - ~ ll I l/ I / I I / t / j - ~ .PMT - ~ II l l 111 i l °r ~ i rxFa l ~ _ _ ~ ~ OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. - ~ ~
~ ~ PARKING ! ~ ~O yy~~"~~ ~ ~ \ - 11 l~ 1 ~I / ll /!l / ~lI l / a~ / 'lqj' ~ 1 ~ PPAKING I r \ 1 J I I I ~ ~!/l / / 1 PIRIO ~ 1 ~p A ~ utcn I 111 ~r/// / / A ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND
~ P1AKMlG 1 I zm. 1 I r~u/ ~ x.,4 1 ~v ` 1 _ v x A~ ~ 1 1 mm ~ 41 i ~ ! /l ul 1 x' ~ l ~ ~v ~ ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
~ A ~ zw I ~ V ~ 1 I ,on I / II I ~ ! ll l/l 1 / ~ ` I I • ~ r4. .r, ~ , ~ ~ ~ PA ~ V ( ~ xm /lid 1 III . I - , 1 X.. x"" ~ VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREE S
~ ~ l v PAMRlG ~ ~ i ) 1 ~ / I / l i Ill// "hA / ' ` ~ 1 / ~ ~ TO PROVIDE 8' VERTICAL CLEARANCE.
` / PMIUNG ~ /AFA t, x ~ I 1~ 1 ~ ~ ll ~ ~ l / / ll!l/ x ew / P/A \ 1 ~ .~4 ~ / d \1 W ~ ~ 1 ' ~ 1 I 1 /l /l/ / !Il~ ! / ~ xl l I I
' 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SfTE BY CONTRACTOR. ~
~ ~ Il/ ! / ~WFR ,v waolc ~ \ I 1 i Il~l,g ~,//~//i/ ~ / l ~ x ~ x.. p
~ " / / °ti & ~ ~ ! ~ A 1 I I I P / X ~`~~/r! ll it rARKiNC dl~h ~ u: J / 1 ~ ~ ~ 1 f~llll ~///~/I/ x.. / J 1 ~ .JI. x-. ~ ~ 11. CONTRACTOR SHALL PROVIDE STORM WATER TAIL DITCHES TO PROVIDE POSITIVE ~ _ DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
p~ / 1~ ~ ~ l 1 ~ / ~ ~ I I I...~ it lll~ i //'~/ll ~ / / x.. ~ Ate' / ~ ; a~ / 1 I / ~ ill lir ~ _ ,
~ i 1 V ~ ~ g f l~ ~ a IPanonc A~ I 1 / ~ ~i -/1;11 /j/~' /r I ~ l ~ 1 ( ~ \ 1~ ~ / / I ARFA' I /~Q %1 ~ll,// PARI(INO ~ I / ~ l , so• R ~ ; ~ PARIGNB I ~ , ` ~ ill! ~Igll ~ , ~ l , 12. ALL CONSTRUCTION SHALL COMPLY WITH CITI' OF RALEIGH STANDARDS.
i I ~w \ \ ~ l~/ i . ~ I I I l f ~ / I!/ /f 1 I I I l , aea ~ / l 1 ~ ~ I A / f i~~~ I 1 / l// / ll ~ I / .r
r A\ ~ ~ ~ ~ ~ / PAAIGNG ~ A ~ 1 l~ll ~ / / 1 / ~ 1 1 /x 1 l / II 1 1/l I'~ x., ~ ~ 11 / 1 i1 / ~ - ~ ~ I A asoo I I 1 l l ~ l l s. ~ 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
I i'~~~~ ~ V V III II l~l if l / ~ s 1 l I I I ~I1/~11 II11~lj/ 1 / l ~ / ( / 11 ~ ~ i ~ . ~ \111 ~ ' ~ ~A11AA / ! V ` ~1 ~ Ii I II 1111 Ill I ~ l ! 1 l / (~_il ~ ~ 11 ~1A/ ~ \ /Ill ~ lII/ll~~/ PIR 11 f l CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998. i% ~
/ NG ~ ~ A ~ ~~V ~ A ~ 11 ~ ! r ~ ~ 1 '1 ~ l l ~ A~ Ill ~ / J1k >P 1 / s~ ~ EF ~ ~ A ! ~ i '~//!l~' 1111 ~ I /~l//u~~l ~ ~-I 11 ~ l ~ / ~ I / ' i ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND ~ ~ EROSION CONTROL
I ~ ~ ~ I P ~ ~ ~ / 1~I r ! R 1 - - / ~ 1 , ~ ~ ,~I/~rlll r /,'~;llir~ l l 1 l / / //II - ! ~ ~ l 1 / / l! ~ l 1 / ~ 1 ~ ~ 1 ~ ~ ~ r~, ~ , ~ l 1/ l , / , ~I ~ ~ MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR,
~ - - ~ r ~ l rl ~ / ~1 / / I! l I dr P,Utl(WG , _ , , ~ ~ , A 0~ ll, X111 , 1 y % , , l ~ , dIG. ~ i ,
urEA / All 1l ~ G~ ~ _ 1 --~4 ~u, /;q11 ,,~/~ll~/ / ! ~ , / ~ ! ~ III ~ ~ ~ ~ e !r „ll/ /h~/,/I '~I l ~1 , / ~ 15. ALL DISTURBED AR H EAS S ALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
1 ~ ~ ~ ~ ~ ~ ~ 2 1~11~u111 ; / 1i l~! Mu, 1 I 1 ~ 1 I" I ~ l ~ A ~ l~ ~ O~ 111111111 /l/ 1111 I I I ~ 1 ` ~ ~ 1 ` - SCHEDULE. ~ - ~
~ ~ ~ ( _ ~~1~ _ ~ 111/lll/1 ~l I ~ I I 11 I l ~ i ~ ~ ~ ~ 1 ~ - A ~ - ~ ~ V7 /111 !1111 / 1 ll l / IP~I 1 1 / / ~ 1 ~p~ 1 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
/ ~ _ ~ ~ ~ ~ .~I ti. ~1 ¦ee , ~ ~a~ - Ill ~l7 / / ll l ~ / l utp / / / / ~ I ~ / l A`. ~ ~ 1 / I1llJ1 ~/Jl lll~ / l ~ 1 / V / / ~CIjY'OF \ " 1~--~ ~ 1111/!/ //l/~l// / / / ~ I v / / ~ STATE, COUNTY AND LOCAL CODES.
- - - ! 11~r 11 I /I/rr il, ~ l / / I ~ / ~6 1 ~l = ~u / v~_ r u1 I 1 / , ' ~ ~ ~ / 1, v 1 , / - 1u1 li//~~i, ~ 1 ~ 1 i6 , DTRE ~
1 PEA ~ ~ ~ ~ ~ ' ~x ' t~~ 111j11 I l 1/l ' - ~ ed \ ~ ~ I 1 \~~`~~A a. I/II~111 ~ //~//!I moo-- - / e / l ! /i/i ~ ~~~%i~ 17. THE CONTRACTOR SHALL OBTAIN AN P Y F R ~ ~ , D A 0 ALL INSPECTIONS, CERTIFICATIONS,
I ~ ~A - 1 lull l r// /i I ~ I I 1 / / I /iii ; m ~ ~ ~ ~ I I I ~ / / ea / 1 j ~ ~ ~ ~ ~ ~ , ~ , _ Vv A O _ r'i i _ I ~ I / ; EQUIPMENT, ETC. THAT MAY BE REQUIRED.
1 /r//i'i ~n ~ _ i / 0 1 / / / ~ ,--1 l - - 1 1 \ ~ ~ / 1 1 ~ 1 / / 111
/ 1 - l / l/ 1 y ~ ~ ~ ~ o ~ ~ v ~ I I I . / I I l ~l 1l1 ~ ~u ~ 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND ~ ~ DO NOT SHOW EVERY OFFSET TRANSITION FITTING ETC. THAT MAY BE RE UIRED
~A / N ~ ~r ~ Y ~ ~ e l / I I / ~ I / - / ii' ,r~ ~ ~ ~ Q ~ PANG FOR A COMPLETE AND WORKING SYSTEM.
~ ~ / 1 PvaGNC ~ 1 ~A ~ ~ Irmiy~n f~t51'+'~ ~ i c' ~ ~ ~ l ~ I / l / / / ~ l / /l / ~ b n
~ / ~ ~ ~ \ ~ ~ ! , ~ 1 111 ~ 19. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
PA ~ I ~ ~ ~ % AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
~ PARwn~c ~r-' / ~ ~I , ~ ~ i ~ ~ r / I I l11/l Sao-' / /ir / / np ~ , , PrRaNC x.. ~ ~ ; . _ ` ~ _ I 1 1 J ! ~ / //ii i
I \ - - '4 _ ~ ~ 4A ~ ' ~ ~ ~V ~ ~ 1 / III !1 A ~ ~~/o/i~ /I 20. IF DEPARTURES FR P OM THE S ECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
~ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
I ae \ Flea/ / \ ~ ~ I N ( I ° / j', ii ! 9 as / = ~ ~ ~ I / , ~ /i - I / / / ~ v v 1 t, ~ - - i 1 x~. - / / -nr \ 1 ~ r / s - DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF 1HE OWNER'S
/ Ax 8 ~ ~ ~ /1 ~j 1/ll I(/ ~ ~ ro ~ ~ ~ ~ ~ ii REPRESENTATIVE.
/ i i i ~ A \ _ / I / / l l l l l 1 1 / ~ ~ ~ ~ ~ ~ ~ _ ~ OF RALEIGH ~ ~ / 'pi" \ V ~ ll llll l ///l////(l llll PEA ~ ~~--•~~A~ ~-~~i / / , ~ aro I / ! ~ ~ / ~~aa`~~ -11111 /11 l / % l/1l /1%1111 / ~ I ~ ~ ~ OF RALEIGH ' 24 ~ !~4
~ ~ mo 1 / 21 ~ - i ~ ~ ~ ! I ! 1111 1 l 1 / l11 / 1 I I ~ ~ - kr ~ ~ I 1 ~ I / i - ~ ~ ISM" ~ x'G !1 1 1 / l u ~ ~ ~ , 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
~ ~I ~ A x eu , , tl ~ `m ~ l~/!j r/ l/ l l1 jl~ll / 11 / m°° i m - _ _ ~ I ~ ~ I ~1 \ B~ ~ ~ , / ~ ~ l - ' , / l l~ 1. l l~ 111 I, / / / 1 l ~ ~ ~ v ~ ~ .moo/ / z ~ - ~ a t! l ~ nr 11~~ 1.361 I - ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL 8E REMOVED FROM THE PROJECT.
v.,I~ ,1 ~ 1 I - ~ „'/;;/l / /l ur! I/d! Cr m / I ~ ~ I a, ~ l a~ P~NG 1 ( ~ ~'16Y - _ _ - PARKING / 1 i~ P/RIfNG AREA / i
~ aon / \ . aaoY 1 ~ ~ - ~ ~ / i, l/ ll l~l I/ „ l ~ ` , / 1 / ~ ~ - • 1 I I ~ ( p \t n ~ - _ - ~ - ~i/i r IIII f~n~ v l / ! 1~ ~ I ~ / L ~ ~ - ~ ~i~ l 111 l1 1 ~ ~ ~ ~ ~ l / ~ / i- ta~ ~ ~ ~ ARFA ~ / ~ I', - ~ 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
I / g 1 1 V ` / ~ ~ - - _ ~__~/~i~/~~ / /!111 1111111 I ~ Pua~HC l I ~ ~P ~ ~ - I \ _ IIII _ _ \ i, ~i/il I! I J ~ 1 l ~ uw ~ ~ I , ' PRE-CONSTRUCTION CONFERENCE.
,flu. moo ~ 1 - vim'- / ~ ill --'PUxiRC ~ ~ / ~ 6 / ~ 1 to ~~h. 23aQ ~ 1111 \ ~ ~ ( 1 ar_ ~ / / / ~ 11 III 1 - ~ 1 soe i Q ~a ,d? 80 ~ v 1 / I I ~ I sw ,
x v \ 1 1 ~ ~ / - /r/ / / n 111 v` " ~ 1 / ` 1 , , p ~ i I~ ~ ~ 1 / _ / I I II 1~~1 ~ / ! ~ n~+ 1 I r ~ ~ soo 2 11IMn'"t"'1 I 1 I I / I . / II II11 111A A I 1 ^ _ i I II 1 1 x.. ~ . - " 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
as S it ~ ~ I I aaW ~ A~~- ~ r / I 1j I~i 11 I 1 1 ~ i~ ~ / b~~ PAANING ~ I 11 taw \ ~ +Y. ~ I 1 I i / e , ~ fare ; / i 1 1! I ~ I ~ I 1 1 ~ ~ ~ B / / r ~ ,wEn 'f' I l 1 S v~NC v ' BAS D NTH THE CONT A T R E 0 E BEST AVAILABLE RECORD DRAWINGS. R C 0 SHALL VERIFY FlELD CONDmONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
~ 1 I ~ a~ ~ 1 1 1 1 '4~ ~ ~ v ill • I I r 1 ~ 1r ~ ~ ~ ~ ~ v / / 1 / 1 1 1 1 ~ "wf" b„ v ~ 10° me ,y. ~ I I ~ 1 1 I 1 ~A t l l / !11 ~ll ! 1 ~ I I ~ ~ ` l P~ 1 o I r PARIGNG I rAdaG I ~ ~ SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
2aa g~ I I ~ I I C I ~ ~ I r r l 1111 ~ ~ ~l - ~ / I 1 ~ r ~ ~ x..
~ c ~q\ \ 1 1 1 ( / / ll I I 1 ~ ! WSW x.e~~~~ 1 r I r 1 ~ x, 1 ~ ~ 1 ~ 3~ 1 ~ I x 1 / ll ~ 111 I I \ ~ ~ 1 ~ / ~ 1 " ' x.~?~
.14 1 ~ 1 0 I I lle~o~ 11 I'~0/ 1 11 I 11111 --l ~ ~ ~ 1 , ~ ~ II x I~~ ~ , ~ 11 I ' ~ ' ~ 1 11 ~ ~ ~ - ~ , l 1 11 ~I j 1 1 1 11 an ~ / l A / ~ 1 RARK~ - NOTES: ARG ~ ~G
I ' 3g I I 1 - 1{ 11 l / I 1 ~ ~ P x ~ B Veoo V /g / - 1 it I 1 h lob ~ ~ 11 I 1 ~ ~ ~ARFa 1 / } / / / ARFA
/ 4 i~ i ~ ~1n ~ ~ x l~,y l l / ~ ~ ~ A / IP ab 1 x" ` 1. TOPOGRAPHICAL & PLANIMEfRIC INFORMATION PROVIDED BY WAKE COUNTY & THE I
7A r~r m 4A~ yy 1 v t I aw r 1 1 ~'A2 ~ I _-I C I I 1~\ \ ~ 1 ~ / 11 1~ 1/ ~ 1 PNMNG 1 ~ n I ' ~ CITY OF RALEIGH DATED JUNE 1998. I I ~ x I
~ _ yp I I A V ~ ~ ~ I (e$ ~ I 111111 P~ 1 ~ 1 o I x.. ~ A8 MI'" l 1~ 1 1 1 ~ ll 1 ll ~ 1 v ~~v -oFw`~ x l I I / PIA f P,wan~ f x j ~ I I I ~ m ,'~R~d~ 2. EXISTING WETUINDS ARE APPROXIMATE AND WILL BE VERIFlED AND BOARDWALKED.
I ~ A ~ f `_~1 $ ~ ~ / ~l 111 I 4~ ~ \ ~ ~P~A _I 7~ ~ l ~1 " ~0 1 ARFA ~ ,
C I I ~ 111 ~ f I \ 1 \ 1 I '
E 1 I 1 \I ~ J 111 \ ~ \ ~ I a / 1 1~ I i 1 ~ ~
,p I \ / 1 - \ ~ 1 / ! / U ~ ` ~ / /
~~V / / z ~ ~ / !
~ I 1 ~ ~ I l
O I / \ O I / \ O 1
C11 1 I I
CU
ti EROSION CONTROL NOTES
m
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEEDE ~E5 AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PL4N IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHEI
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC. ' TO FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE L AREAS ARE STABILI Y DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM ZED COMPLETEL ,
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. a INSPECTOR.
m ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH NORT
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST SE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CI w w MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. JG EROSION CONTROL MEASURES AND H CAROLINA
TO BE SEEDED AND MULCHED WITHIN 120 DAYS. m CHECKED GLA
CONSTRUCTION SEQUENCE 8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR .D, CALL FOR FINAL SITE INSPECTION BY
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY 8E REQUIRED BY A ENVIRONMENTAL INSPECTOR. APPROVED JLM
1. OBTAIN GRADING PERMIT. Q LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION z
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE. LL 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS OMPLIANCE. SUBMITTED JLM
N 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 150' 75' 0 150' 300' 1 "=150' HAYES SEAY MATT SCALE COMM.
r DEVICES. ' THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. ERN & MATTERN INC.
W ' 1 ~=150' N 0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. LL FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G3

~ \ - - - .Jr~ \ J - ~ v` ~ \ ~ , r /r _ ~ _ ~ GENERAL NOTES
~ ~ ~
1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO 7~ CONSTRUCTION.
/ ~ ~A ~ r V I r A - / / /'i , ~~5 ~ o>°
' r' 1 ti ~ ~ ~r l 1 ~ / ~ i / l~ / ~ ~ A r ~ r ~ r l / °`r' / / ~ ~ ~ Jr / 1 - / ,or err / / 1/ rte'- /~1 ` ~ 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
r ~ i t ~~I l DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR. 1005
I n
rit/ii ~ 3. CONTR a ACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE.
/ r' 111 ~ ~ - , , C REE ~ - ~ - 'r.'~ ~ / / ~'i%i ~ ~ / I / I CR - I _ EE 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
~ / / ~ _ , r I I _ ~ ~ _ _ _ C ~ l/ r r //ri~/ r ~ I r/~/ r r ~ I I /r ~ - 'r r'.~ _ _ `M - " \ 94 ~ l1/~' rr r/ij~'rri' / - \ I I I OWNER'S REPRESEN TATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
/ ~ _ - ' - - - ~ r r~r~r/i ~~iii / Prxa~o rau I I I r RESOLVED PRIOR TO CONSTRUCTION. z~~
~ROUxa
- - / 1/ ,r ~ l r ~ i/~/y//ii x I / / 16 r - ~ '~i/ / / ARTMENT OF CORRECTIONS 1 r`'°"`~-~- ~ III !//~i~~// ~ I ~ l ~ I 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND
rrr~, ~REE--_ _ - - I - , r l~~ r~ `l ~ ~II 11111111/ I PA~AP.IN6 / 1 / / / ',~r% _ V J ~ I I r Puai~c,u~n ~V ~ 11 I Ill~l ~ I EA ROWN PO TIFi ~ / I ~ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO '
1 - / n' I ~ ~ 1111 A / ~ l ~r~i~/ / ~ ! E - r-i' J V I„„1 r A %/111 v ~ MC-ISUZ l J 1 /1 r l r' ~ / l ~ 1 / ! CONSTRUCTION. d 2z»
/ I / _~i ~ / - I ~ r ~ rr-~~ I \ I~ 11 III1111~~/ ~ ~ ~ A l / I l l /ir r' / V A /r , / r,' I ~ A A~ I / ~ ~11/1 ~l/ll ~ ~ ~ 1 l 1 I _ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM W T 1
~//i ,mom ~ 1 ~ r' _ / ~I1 / /111~1~ / r f/ 1 ,rr / , ' ~ - / ~ ~ I` ~ l ~ ~llili/ , 1 PNMWG /I ~ i 1 Il / A ER s~ DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED o4~~
/ llr ~ I/' v ` _ _ ' ~ ~I/~~lill/I I v ~ I 1 i l / ~ //1~ / PIRGNG ~ v v i/' / u~~ ~ ~ I 1 i ~ ~~~1! % 1 1 I A\ ~ I / j ~ ~ c~ OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE
~ / ~A \ V r, ~ ~ ~ , I ~ % ~ //~l I I I 1 1 / l CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO ~~z
vA rr ~ ~ I / ~1111~111 I I I ~ v r / l 111 ~ r/ ~ \ r'r ~ ~ PlApNO I it ~l %I 1111 Illl I ~ I / / ! DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 0, ~ ~
1/ r ~ V r , nn~ 1 1 / ~~lllfll 1 ~ I ~ / r / r / ! I , ~ „ ,m STATE 0 OLINA / I / / I i / r 1 ' / ~ , ~ ~ ' PARIONG , ll~ I/l l~%, 1/ 1 , / " / 1 11 ACCORDING TO DETAIL. 29 B
~ ?+Y-'~ ~ A soo ,wu I Ill/ I/lllj/ 11 I I / ' ~ i //l l / r I ~ / ,sr Ill IPU~eir~sl % I 1 ~ / 11 z , 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN EXISTING EASEMENT.
j/ mn V / ! }1111( I u+~n I / ~ I i / PMgNG ~ ~ / / / / I / ~ / / PFRgNG / r 7
PARNiNG / \ / ~ rep ~l / ' ///1/ /1 I I ~ / /PNGUNG, /I ~ r/ I I / ' ~ / ~ i - \ ~ ill l/ ~r1 / I~ r 1 ,w~, / / ~ / 1 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS VICINITY MAP
' - - ~i r,,.. ~ ~ 11 ~ ~ !~1/~. ~/~~%~1~~ ~ V I ~ ril P~ _ % ~ ( ` P~NO ' \ ~ 11 / ~f (~11~f~// ~ 1 / / / ~ I "CONSTRUCTION ENTRANCE" AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
_ ~ l ~ ~ A / / 11//l/ll A ~ \ r ~ ~ , / / / ///r OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
, ~ 1 ! / 1 ~ ~~A - , ~ / p/f EIGH 44 r - A \ / / 1 A ~ / A (rq~ r / _ ie ox ttis.ie L l ~ IU \ ~ ~ r 1 /
r~~ ~ l 11 ll!/illl \ ~ v~V~~ / A I 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
\ P~ l ~ ~ - ~ 1I 1/ l //~l~// 1 ` v v PMt6NG /i ~1 VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
v ~ / ~ 1,/ Pua~HC / ~ V r l `Y l /l l jllll ~ AV ~~PNMINGMFA~-- / / 1 1 it TO PROVIDE 8' VERTICAL CLEARANCE.
I PNtFA /r r ~ ~ /PIRKING ~ ~ / / ~ l /l 11/1/l/~1 ~ A / 1 ~ r / I I ~ / / ~ - r / MEA / r,' / 1 /l 1//l/l I ~ \V A l I /r 0 1 / I
I~ Puta I PARIONG / / I ,/ll 1 /1j1111 I A ~ l 1 1 1 /1 ~r ~ l ~ !11%1 / l I I ~ \ II I / I 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR.
+.+w ~ r/ , ~~j 1 A\ / ~ ~ / A/ Il //l j/ll ~l I ~ ~ CRON~N PONTIAC ~ r'~r1 ~ ~
wee r ~ ~~j ~ / - ~11// l!jlll I \GMC -~LSUZU i/ 1 r rl I ' I I ~ ~ / ~ 111/ //1 I I ~r l / 1 I rr l xw I ~ ~ / \ 11 / 1 I I ~ I / 11. CONTRACTOR SHALL PROVIDE STORM WATER "TAIL DITCHES" TO PROVIDE POSITIVE
/ / ~ mm~ ~V ~V / I I \ /rr / l r l DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
l v »w ~ ~ ~ ~ A ~ I I 111 ill/ I vv ~ rii'/ //rrr'~/ l ' / v ~ P~w~ec / ~ f v ~ I ~ ~ } ! r/ Ill 1 ! /~I I ~ i r / r r / / 1 rr PualHC ~ MfA g /1 / ~ '~Zsj ~ 1 P~ ! I c ~ l 1 111 ~ I I ~ ~ , r rr 1/ r/ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
na~,~ ~ x 1 Sp / l 1 ~ ~ ~ / Puao~c f / I / l / I I I I\PMKIhG uua v r .O rr ~ / / r/ r x / / l ~ ~ ~ _ ~ ~ ~ 1 I / I 1 1 I I l I / ~ ~ ~~P~'r' r / / ~ r
x ~ / 1 / / Pweaec ~ ~ ' ~ l Il l I1 BLS rr / r v 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
/ / ~ ~ v v ~ 'DEPARTMENT OF ~ 11 1 1 1 ~ / ~ ,r / / CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
au~NC / x., ~ ~ ~ v ~ CC~tRECTIDNS 1 I / 1 I ~ r / +1 rr V t
I x~ ~ / AV A A A 1/l1 1 /1 % / /r/ , r ~ I A V A A l1/ 1 / 1 / / r 14, CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL
1 I moo ~ V A \ r' I Ill ~ <u 1 Ir ~ ~ / ~ / r r A I I I x / PARIGNG I 1 l ` V ~ PMF~ I~ ~ / I I l /r / r i ~ AU MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
I 1 I / MFA I / ~ ~ V - 11 / ' r , / / V\ I / 1 V ~ I 111 / / it ~ /r /r r' V\ 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
I \ ~ //P / ~ PIMGNG / ~ ~ ~ ~ ~ / Mu. 111 ~ r~ r Y ( rr ~ ' r" SCHEDULE.
~V / ~ X.. I 1REl / / ~V PMtlf~IC r~ ~/111 1 ~ / r / ~ PNU01C 1R6t AA I 1 ~ I / 1 ~ \ ~ ~ ~ /i/ / Il r ~ ~ir' ~ ~ VA \ v I / ~ v / lu G 4 vv
v ' 1 ~ n i 1 ~ ~ I PEA v v 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
r A / v 1 I)) l 11 I I L~ ~ v ~ v V I 1 I ~ ~ ~v~ 1111 /I 11 _ ~ ~A \ STATE, COUNTY AND LOCAL CODES.
' v1 i 1 ~ ~ v i lhli 1 1/ l ~ r ~ v / ~ I vv / t I ~ ~ r, I I1111 / 111 ~ r' 'r / ~ ~ AV A ~ 17. THE CONTRACTOR SHALL OBTAIN AND PAY F R
I I ! ! AV A~,~ r ~0 l l lull j1/l / ~ A ~ ~ \ ~ 1 __~f~p I 1/ r~~ ~ \ f 1 l ~ `_r ~ PNMIN6 ~ I 111 I 1 ~l ~ ~ v ~ - \ ,mm II I r / / 0 ALL INSPECTIONS, CERTIFICATIONS, ! EQUIPMENT, ETC. THAT MAY BE REQUIRED.
\ PARFA 6~ ~ I 1 r , ~ ~ / ~ \ \ ~
t I I ~ 111 ~ IIII~I ~r ~ oar A 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND
~ , I 1 / / 1~% ll~l I I I I / ~ ~ ~ / / l / / I II / ~ ~ ~ j 1 / r 11~' I IIII i / ~ ~ / I l rr I ~ 111111 I ~ ~ Pu~mc u~ vv _ ' DO NOT SHOW EVERY OFFSET TRANSITION FITTING ETC. THAT MRY ' BE REQUIRED
/ I P moo v II 1 Illlll~ r`v ~ ~ f FOR A COMPLETE AND WORKING SYSTEM. 19.
1 / M~~ 1 1 II~ ~ 1 ~ PMNPIG NFA / 1 r ! / Illl~l fl I-- ~ ~ ~ ~ ~ ~ THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
1 ~I I1 ! ~ ~ PIAfNG AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. PIAfN°
1/ 1 ~ 1111111 l~ ,'/r A\ ~ IAEA 1 1 III - / A r. IAEA
l ~ VIII II~ ~ r~'~~ 16 I x.. 1 ..x 1 ~~vvv I iv I v ~ I ~ ' i- ~ i ~ / ~ ~ 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
/ I \ \\~I \ \ ~ j„ - - - / ~ BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
\ 1 / - I ~ « / Irk ~ . '-ta - ~ ~ DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S ~ ~ ~ REPRESENTATIVE.
I ~
/ r ~ ~ I I AA v~A A r / I r / r 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
r r / / _ ~ iNOExEOO I ~ ~ I w 1 ~ 1 ~ ~ x ~ ACCUMULATIONS OF W ASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
/r I I ~ x OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT.
/ / / • MP ~ ~ ~ / I ~ I i / //i' ink ' ~ ij ~i~i IN GN 77 .GT \ 1714.07 ~ 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE-CONSTRUCTION CONFERENCE.
MFA / ii i'' ~ ~i ~ \ \ ~ 1 \ ~ ~i ~ VAA I 1
r A~A I ~'°j iii j~~ 1-~- ~ 0 ~V~ ~ rr, ,too. 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
j ~ r l ~ ~ I ~ \~A ~ ~ ~ ' J~I. mom' I I 1 ~ VAA BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
r//l 1 I I AA VAA r FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
r~ / 1 1 1 v v vvv v / ,Jm / /III ~ ~ v v`~~v v v SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
,r / I I ~ v v~ vvv \ / / / / i v vvv v v / / ~ v v~
i ~ 1 v vvv vvv~~`~ / / / , ~ vvv vvv vvv ~ v~ A
/ / ~ ~ ;v ~ vv\ ~ A ' ' -vvv vvv1 i v ~ NOTES:
,r',~ ~1 ~ t o 1/)~ r/r 1. SANITARY SEWER & EASEMENT INFORMATION TAKEN FROM BONEY & ASSOCIATES, INC.
~ 1/ v v vL % ~ i / \ ` \ \ t^ v ~ DRAWINGS PROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS DATED OCT. 10,
1998.
iv ~~\vv ~v v v ~ 2. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE
~ ~ c v v ~ \V v ~~v v~ ~ v ~ v 1 vv v v CITY OF RALEIGH DATED JUNE 1998.
~ ~ vv vv vvv\v vA ~ ~ v ~ I v v v ~ 3. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
~ ~ ~ 1 V AVA~A A \ \ \
Z \ I V A A ~ \ \ V I ~ V V A~ V ~ ~ ~
~ ~ A 1 1 _ I VA~V A \ I ~ \ \ \ J14 O ~ ~ I I AA~V A
OJ ~ 1 1 I ~ ~ V
m ° EROSION CONTROL NOTES

0 1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEI ~EVICES AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FIND
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC. UP TO FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS AI A DESIGNED CAPITAL AREA GREENWAY SYSTEM ALL REAS ARE STABILIZED COMPLETELY, GLA
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. a 4L INSPECTOR.
Q ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH NORTH
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION DINING EROSION CONTROL MEASURES AND CAR®LINA
MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AR~ 45. TO BE SEEDED AND MULCHED WITHIN 120 DAYS. CHECKED GLq
m " 8. WHEN VEGETATION HAS BECOME ESTABLISHED CALL F~ SHED, CALL FOR FINAL SITE INSPECTION BY
CONSTRUCTION SE UENCE Q 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. J APPROVED JLM
LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION 1. OBTAIN GRADING PERMIT. z
H AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE COMPLIANCE. SUBMITTED JLM
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS 150' 75' 0 150' 300'
N 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 1"=150' HAVES, SEAY, MATTERN 8c MATTERN INC. SCALE COMM.
THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. W J 9
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. ARCHITECTS - _ 1"=150' N0. 7522 F1NAL D I - ENGINEERS PLANNERS ES GN NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G4

~ / ~ ~ i ~
GENERAL NOTES
~ ~ \V~\V ~ ~
~ ~ ~ ~ i. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION.
~ 10°5
~ ~ l - q ~ ~ 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
~ ~ ~ ~ ~ V~ \ \ ~ ~ ~ ~ DAMAGED DURING CONSTRUCTION SHAL L BE CORRECTED BY CONTRACTOR.
/ ~o°s e
~ I ~ / ~ ~ \ ~ A ~ , _ ~ 1\V~ ~ 3. CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE. ~
l I \1 ~ ~ ~ 7 I ~ ~ \ \ 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
~ ~ / ~ 11 V~ ~ \ ' OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
/ 1 V ~ ~ \ ~ \ V~ ~ \ ~ ~ ~ ~ ~V~~ \ ~ \ RESOLVED PRIOR T 0 CONSTRUCTION. 2 ,
\ _
r / ~ \ ~ ~\V~ ~ \ \ 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND
~ ~ ~ ~'F \\V~ ~ ~ \ \ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR T ~ 0
~ ~ - ~ F ~ \ \ ~ CONSTRUCTION. 227
~ ~ \ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER
~ ~ \~V ~ ~ \ ~ DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED j ogaa~ m
OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE ~ ~ ~
_ ~ ~ ~ ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO
I ~ ~ \ ~ ~ DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 2072 of ACCORDING TO DETAIL. x
29 8
I A ~ _ \ ~ 2 7. LIMIT OF CONSTRUCTION iS TO BE PERFORMED WITHIN EXISTING EASEMENT, 2°'z
I I ~ \ I \ i~ ~ ~ ~ ~
~ ~ ~ 1 ~ ~ i 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS ~ VICINITY MAP
~ ~ ,e ~ ~ ~ I I ~ ~ 11 ~ CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
1 / / ~ ~ ~ ~ OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. i
- ~ ~ ~l / i
r ! ~ I~ II / ~ \ I ~ r, I~ ,gym- of w~c~'' / ~ ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
i I I ~ ~ I C I I ,,,a ~ ~ I , ~ ICI Ii,ll / ' VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
i I ~ ~ l~l 111 ~ / TO PROVIDE 8' VERTICAL CLEARANCE.
~ ~ ~ I~ ~ ~ I I /
~ ~ 1 ~ ~~I ~ ~ ~ ~ ~ ~ I I / 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR.
~ / ~ ~I II / ~ / \ ~ ~ III o
~ ~ 1 ~ I~ I 11. CONTRACTOR SHALL PROVIDE STORM WATER "TAIL DITCHES TO PROVIDE POSITIVE
~ I .V, . ~ ~ ~ ~ r , \ ~ ~ ~ ~ ~ ~ 9 DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
~ 1 ~ r~. ~ w I I \ / ~ I w I I ~ ~ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
~ ~ I 11 ~ ~I I ~ ~ ~ / 1 III ~ /
V ) ~ 1/ /l I ~~V ~ ~ ~ I (1 - ~ ~ ~ (II 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
\ I ~ a i II `l I~ ~ A ~ ~ ~ III ~ CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
A ~ ~ ~ ~ ~ l ~ ~II~I 'i ~r
~ \V~ \ V ~ ~ III I!I - ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL
I ~1\\ ~ ~ ~ ~ ; ~~Il,,ll i// / MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
I l ~ ~ )I ~ ~ r i 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
~~x~ y ~ ~ I / 11 ii s~ ~A I I i l i i i SCHEDULE.
~ J ~I~ ~ ~
\ \ ~ I I I~~~ / ~ iii 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
~ I x.. I II , I / / ~y~ STATE, COUNTY AND LOCAL CODES.
v V ~ ~ l l I, ~ ~ \ ~ ~ II I~I~ ~~i r~ ~,~A ~ ~l~ II I 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
~ , ~ ~ ~ ~ I~ ~ ~ ~ ~ / / 14~, l ~ ~ ~1 1 I~ I I~ EQUIPMENT, ETC. THAT MAY BE REQUIRED.
~ ~AV ~ i g i I C I ij l l/l ~ / ~A ~A ~ y ~ 1 II I I' ~ / / / ~
~ C ~~A \ \ ~ ~ ~ I I '1'~li r~~ //~,i 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND
V~ \ \ ~ ~ / ~ 1 1 ICI '1~1~ 11 ~ ~ ~ / DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED
FOR A COMPLETE AND WORKING SYSTEM. 19.
~ ~ ~ ~ , 1 \ 1i , \ ~ ~ / THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
~ ~+k' / AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
~ ~ ~ ~ i 1 r? 1 /
_ ~ ~ ~ _ 1 ~ ~ ~ _ ~ - ~ 111 ~ ~ / ~ ~ ~ ~ ~ _ 1 ~ ~ ;/r 11 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
/ ~ o ~ I Ate I( BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
~ a ~ ~ II ~1 1 ~~II /iii ~ 0 1 ~I ~ ~ 1 V A ~ ~ ~ ~ ~ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
FF ~ ~ t Ii ~ ~ ~ -,H \ ~I~I //i I - ~ ~ ~ I #I /~i DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.
o ~ ~ , ~ III ~I!I V ~ ~ ICI d/
~ ~ v~ ~ ~ 1 f < < % llI III i / \ ~ - ~ ~ ~ \ ~ ~ 11I / ~ 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT.
/ H~~ , ~ ~ ~ . 'd i ~ PIGEON ~ I ~ _ - iii
22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
~ V\ ~ ~ C~ i ~ ~ % ~ ~ CREEK ~ ~ PRE-CONSTRUCTION CONFERENCE.
CITY OF RA H aeaaNC ~ ~ ~s ~ I ~ ~~V ~ ~ ~ ~ mow-- ~I ~ ~ ~ - . - 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
V~ ~ ~ 1 y ~ _ _ , ~ ~ ~I 117 / BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERITY
~V ~ ~ P~,p ~ ~ ~ ~ ,I i I FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
~ _ ~ ~ ~ ~ ~ c ..I ~ /ice
~ ~ ~ ~ ~ . / i -dam - K"a 0 ~ ~ ~ o ~ i _ r ~ m1p
i ON 1 ~ ~ ~ ~ ~ L ~ V I ~ /////j / INDIXm ~ ~ A~ NOTES:
1. SANITARY SEWER & EASEMENT INFORMATION TAKEN FROM BONEY & ASSOCIATES, INC.
2095 n~ 2 .m, ¦ ixoow d0"m4. ~ 2095 X91 IN ED Ox h 3 ~ 14.m , uu u DRAWINGS PROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS DATED OCT. 10,
+ ~5 1 2x3 NoN ¦ 1998.
NpN ~ tr pxq C m3 R2 M ~ ¦ an + 2x4 2xc ~ ,f • ,6 ~ ~ wo ~ ....~3
emn m o ~ ~ C 1? i 2NJ My 2. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE CITY OF RALEIGH DATED JUNE 1998.
E 209 "6 ,,gyp u p, 2x3 1591
L O x-89" 2N3 95 ~ gp ~ ~a 95 m . 3. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
8p ~ W 21b 5 1
s~ 1a (1 s) b° ~ 95 1ry1 a.• zx3 eo ~ 2095 ~
o n ao 0 ¦ 2x3 9 ° SSx e
CU ~ ~ 2x~ n (t) ¦ ~ ® ° 7
CD tN4 ML 11p m O
N
EROSION CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4, BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEEDED, 0 AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED G FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC.
3. STABILIZATION IS THE BEST FARM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STA. D CAPITAL AREA GREENWAY SYST REAS ARE STABILIZED COMPLETELY ESIGNED GLA E
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AN6 FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. 'ECTOR.
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. _ DRAWN NC RALEIGH NORTH CAROLINA
w SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CONTI :ROSION CONTROL MEASURES AND
W MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. CHECKED GLA
m TO BE SEEDED AND MULCHED WITHIN 120 DAYS.
CONSTRUCTION SE UENCE 8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINS Q J 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. CALL FOR FINAL SITE INSPECT{ON BY APPROVED JLM
H LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION 1. OBTAIN GRADING PERMIT.
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE. 'LIANCE. SUBMITTED JLM
N 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS 150' 75' 0 150' 300'
5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. 1 "=150' HAYES SEAY MATTERN & MATTERN I scALE COMM. NC.
W ARCHITECTS - _ 1"=150' N0. 7522 ENGINEERS PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G5