20191021 Ver 1_PCN Form Submission_20190729

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02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20191021
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Parkview Greenway
1a. Who is the Primary Contact?*
Jamie B. Guerrero, PE, CPSWQ
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
7/29/2019
Nearest Body of Water
Sam's Branch
Basin
Neuse
Water Classification
C -NSW
Site Coordinates
Latitude:
35.66670
A. Processing Information
County (or Counties) where the project is located:
Johnston
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.46051
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable venters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
14 - Linear transportation
1e. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)press
fJ Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r- Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r- No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r- Yes r No
B. Applicant Information
1d. Who is applying for the permit?
F- Owner FT Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
City Road, LLC; Donald C. Adams
2b. Deed book and page no.:
DB 04557, PG 0814; DB 04309, PG 0823
2c. Responsible party:
2d. Address
Street Address
1340 Old Drug Store Road
Address Line 2
4tY
Garner
Postal / Zip Cade
27529
2e. Telephone Number:
[phone]
29. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Jamie B. Guerrero
State / Rwince / Pagion
NC
Country
Johnston
2f. Fax Number:
r Yes r No
ryes r No

3b. Business Name:
PNTA Environmental Consultants
3c. Address
Street Address
34 Castlewood Drive
Address Line 2
cfty
Clayton
Postal / Zip Code
27520
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/ town:
Clayton
2. Project Identification
2a. Property Identification Number:
165908-97-7934;165908-87-6868
2c. Project Address
Street Address
City Road
Address Line 2
cfty
Clayton
Postal / Zip (ode
27520
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Sam's Branch
3b. Water Resources Classification of nearest receiving water:*
C -NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202011103
4. Project Description and History
State / Rmince / Region
NC
Country
USA
3e. Fax Number:
2b. Property size:
16.87
State / Frmince / legion
NC
Country
US
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The proposed greenway trail will be located along an existing gravity sewer easement. The existing conditions are wooded, agricultural, and residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
6 Yes r No r Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW -0000-00000).
I do not have a copy of the gravity sewer 404 and 401 Permit. The applicant was the Town of Clayton. The riparian buffer authorization for the greenway crossing over Sam's Branch is
DWR#15-0539 v2.
Project History Upload
Parkview Phase 8-13 401 Cert.pdf
118.01 KB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Parkview USGS Permit DraWng.pdf 737.9KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)

Parkview Soil Map Permit Drawing.pdf 3.3MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.65
4g. List the total estimated linear feet of all existing streams on the property:
2,300
4h. Explain the purpose of the proposed project:*
Construction of a asphalt paved 10 ft. wide greenway trail along an eAsting gravity sewer easement. This trail will be a section of the eAsting Sam's Branch Greenway that connects to
the Neuse River Trail. A connection from the Parkview subdivision, located to the south of the proposed trail has already been permitted as part of the Parkview Subdivision.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed greenway trail will follow an existing gravity sewer alignment beginning from City Road and terminating near Liberty Drive at the western property limits of the Parkview
subdivision. The trail will provide a pedestrian access point to the Sam's Branch Trail and the Neuse River Trail. A wooden bridge will be constructed to avoid any stream impacts. There
are no indirect impacts associated with this project. Clearing will be minimal since the proposed trail is mostly located in the maintained gravity sewer easement. Grading will also be
minimal and the asphalt pavement will be installed by standard mechanized construction equipment.
4j. Please upload project drawings for the proposed project.
PARKVIEW GREENWAY TRAIL-CD01.pdf 12.88MB
Parkview Impact Drawing.pdf 6.6MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
R Yes r No r Unknown
Comments:
Wetland and stream verified by Jamie Guerrero on June 14, 2019. Wetlands and streams previously
verified in 2015 as part of the Parkview subdivision.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary f• Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW -2015-01165
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jamie Guerrero
Agency/Consultant Company: PNTA Environmental Consultants
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
July 28, 2015 - David Shaeffer, USACE Raleigh
5dl. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
The crossing from the Parkview subdivison to the proposed greenway trail was permitted as part of Parkview Subdivision Phase 8-13.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands r Streams -tributaries W Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
—11
!a. Site #* (') gal Reason(?) 2b. Impact type * (?) 2c. Type of W. * 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
mpact Area 1 Fill for greenway trail JL lfftt od Forest 1 Yes Both 0.077
acres)
29. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.000 0.077

2g. Total Wetland Impact
0.077
2h. Comments:
Wetland impacts are permanent for the 10' wide asphalt path and 3-5 feet of maintained clearing for areas not already maintained by the existing
sewer easement.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
fJ Neuse r Tar -Pamlico
F_ Catawba r Randleman
F- Goose Creek r Jordan Lake
F Other
6b. Impact Type
6c. Per or Temp
6d. Stream name 6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Allowable
P
UT to Sam's Branch
No
1,334
948
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 1,334.00 948.00
Zone 1 Zone 2
Total combined buffer impacts: 1,334.00 948.00
6i. Comments:
Supporting Documentation
Parkview Impact Drawing.pdf 6.61VIB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The greenway cooridor is adjacent to an ebsting sewer easement. Stream impacts are avoided by the construction of a wooden pedestrial bridge
crossing.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Standard ESC measures will be used to avoid sedimentation into streams and wetlands. No equipment will be stored overnight in wetland or buffer
areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes G No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Impacts are less than 0.1 acres.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
F Yes r" No
What type of SCM are you providing?

f- Level Spreader
F- Vegetated Conveyance (lower SHWT)
G Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30% nitrogen
rJ Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r^ Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r- No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Natural heritage website and previous USACE and DWR permits/certifications for Parkview subdivision
Consultation Documentation Upload

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
l- Yes F No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
National Marine Fisheries EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes F No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Perviously submitted permits
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
F Yes r No
8b. If yes, explain how project meets FEMA requirements:
No structures are proposed other than the greenway trail with pedestrian bridge.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Firm 3720166900K effective 6/20/2018
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Parkview FEMA Map.pdf
Signature
R By checking the box and signing below, I certify that:
451.25KB
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jamie B. Guerrero, PE
Signature
#Ui A. #rA.tGs
Date
7/29/2019

PNTA Environmental Consultants
34 Castlewood Drive
Clayton, NC 27520
[phone]
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Property Site Address: N/A
Descrlption/Location: A 48.67 acre parcel located within the Clayton Township,
Johnston County, North Carolina on the east side of Liberty lane which is off of
W. Stallings Street and 1900 feet northwest of the intersection of City Road and
W. Stallings Street In Clayton, North Carolina,
NC PIN #: 165912-87-5175
Property Owner(s): Donald C. Adams
DEED: 04309 Book 0823 Page
Property Owner(s):
The undersigned, registered property owner(s) of the above noted property, do hereby
authorize Mamie B. Guerrero, PE, CPSWQ of PLATA Environmental Consultants to
act on my behalf and take all actions necessary for the processing, issuance, and
acceptance of this permit or certification and any and all standard and special conditions
attached associated with obtaining Jurisdictional Determinations and Clean Water Act,
Section 401 Certifications/Permits for the above described property.
Property Owner's Address (if different than property above):
1340 Old Drug Store Road Garner North Carolina 27529
Property Owner's Telephone:
EXECUTED THIS '23" DAY OF �1 6VM0&1-- , 2004
SIGNATURE OF PROPERTY OWNER
SIGNATURE OF PROPERTY OWNER

PNTA Environmental Consultants
34 Castlewood Drive
Clayton, NC 27520
[phone]
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION.,
Property Site Address: NIA
Description/Location: A 34.24 acre parcel located within the Town of Clay -ton. Johnston
Counly, North Carolina on the west side of City Road and 1500 feet north of the intgrgggtIon of
City Road and W. Stallings Street in Clayton, North Carolina.
NC PIN #: 165912-97-7376
Property Owner(s): City Road,_ LLC
DEED: 04557 Hook 0814 Page
Property Owner(s):
The undersigned, registered property owner(s) of the above noted property, do hereby authorize
Jamie B. Guerrero, PE. CPSWG of PNTA Environmental Consultants to act on my behalf
and take all actlons necessary for the processing, issuance, and acceptance of this permit or
certification and any and all standard and special conditions attached associated with obtaining
Jurisdictional Determinations and Clean Water Act, Section 401 Certifications/Permits for the
above described property.
Property Owner's Address (if different than property above):
205 Athletic Club Blvd Cla on North Carolina 27527
Property Owner's Telephone: [phone]
EXECUTED THIS .20 DAY OF '$/l4Z -120 19
SIGNATURE OF Ph6PERTY OWNER
SIGNATURE OF PROPERTY OWNER

Parkview Greenway
City Road
Clayton, North Carolina
NEWTAMEMOMM
;NWAV
CjCLAY�TON <
kk
PNTA Environmental
Consultants
34 Castlewood Drive
Clayton, NC 27520
[phone]
USGS Topographic Map
Clayton Quadrangle
7.5 Minute Series
Property Info:
City Road, LLC
NC Pin# 165908-97-7934
Donald C. Adams
NC PIN# 165908-87-6868

Parkview Greenway
City Road
Clayton, North Carolina
PNTA Environmental
Consultants
34 Castlewood Drive
Clayton, NC 27520
[phone]
Soil Survey of Johnston County,
North Carolina
Issued: October, 1994
Property Info:
City Road, LLC
NC Pin# 165908-97-7934
Donald C. Adams
NC PIN# 165908-87-6868

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VICINITY MAP
NTS
TOWN OF CLAYTON
APPROVAL PSD 2014-112
Parkview Planned Development
GRANTED
On the date listed below, the Town Council for the Town of Clayton met and
held an evidentiary hearing to consider the following application:
Applicant: DC Adams Engineering, Inc.
Property Location: City Road Across from Legend Park
Tax Parcel Number: Parcel #'s 165912-96-6490; 165912-97-6270; 166905-
07-1503; 166905-07-0894; 166905-07-2906; 165908-
98-8050; 165908-97-4746; 165912-87-5175
Proposed Use
of Property: Planned Development- Residential (PD -R)
Meeting Date: February 2, 2015
Having heard all the evidence and argument presented at the hearing, the
Town Council finds that the application is complete, that the application
complies with all of the applicable requirements of the Clayton Zoning
Ordinance for the subdivision proposed, and that, therefore, the application
to subdivide the above-described property for the purpose indicated is
hereby approved, subject to all applicable provisions of the Zoning Ordinance
and the following conditions:
(1) The applicant shall complete the subdivision strictly in
accordance with the plans submitted to and approved by this Board, a copy of
which is filed in the Planning Department office.
(2) If any of the conditions affixed hereto or any part thereof shall be
held invalid or void, then this approval shall be void and of no effect.
The Town Council imposed the following additional conditions of the
Subdivision Approval:
1. Following Board approvals, three copies of the Master Plan / Preliminary
Subdivision Plan meeting the requirements of the Conditions of Approval shall
be submitted to Planning Department for final approval.
2. The development of the site is limited to the site design and uses approved by
the Town Council. Modifications to the approved Master Plan I Preliminary
Subdivision Plan shall require review and approval in accordance with Section
155.705 of the Unified Development Code.
3. The Master Plan / Preliminary Subdivision Plan is considered a preliminary
plat. Individual phases are subject to final plat review, except that Townhome
phases that are not to be further subdivided shall be reviewed as a Major Site
Plan.
4. Neighborhood parks and amenities shall be reviewed as Minor Site Plans prior
to construction.
5. Annexation of all land not currently within Town Limits shall be required prior
to Final Plat approval for the first phase of the development.
6. Development fees shall be paid for each phase prior to Final Plat approval. For
phases requiring only Major Site Plan review, fees shall be paid prior to
issuance of building permits. Recreation fees collected for the development
shall be directed toward improvements at Legend Park.
7. Land shown as "dedicated to the Town of Clayton" shall be dedicated to the
Town prior to Final Plat approval for the first phase of the development.
8. A combination of dedication and fee -in -lieu is being utilized to meet recreation
and open space requirements. To meet requirements, additional recreation
area must be dedicated or a recreation fee -in -lieu shall be required at the
established rate to supplement the dedicated land (land considered Resource
Conservation Areas does not count toward meeting recreation and open
space requirements).
9. Traffic improvements as recommended by NCDOT shall be installed prior to
the issuance of a certificate of occupancy for the phase that generates the
need for the improvement. Additional right-of-way necessary for City Road
shall be dedicated as a part of the first phase of the development.
10.The access drive to the development shall align with the Legend Park
driveway.
11. All roof mounted and ground mechanic equipment not associated with single
family detached residential development must be completely screened from
view.
12. Five foot wide sidewalks are required along one side of each road within the
development. Ten foot wide paved multi -use paths shall be installed as shown
on the Master Plan to justify the waiver of the sidewalk requirement on both
sides of each road. An Engineer's estimate which documents the cost
allocations (in linear footage) between the deleted five foot concrete sidewalk
and the proposed 10 foot asphalt multi -use path is required. Any cost
shortage between the required five foot sidewalk and 10 foot multi -use path
shall be paid as a fee -in -lieu.
13. All sidewalks and greenways shall be bonded or constructed prior to plat
recordation for the associated phase.
14. Sam's Branch Greenway shall be bonded and constructed prior to the platting
of phase II of the Development.
15. Internal greenway shall be constructed prior to the first Certificate of
Occupancy for the adjacent phase.
16. The neighborhood garden plot shall be completed prior to the platting of
phase 5 of the development.
17. The acreage of passive and active recreation areas identified in the Master
Plan shall be considered minimum requirements and may not be reduced
without approval by the Town Council. The recreation areas shall be
constructed concurrent with the construction an adjacent phase.
18. A Class C Buffer and the 10 foot paved greenway shall be constructed along
City Road prior to the issuance of the first Certificate of Occupancy. Class C
buffers around the remainder of the site shall be installed concurrently with
construction of the associated phase of the development.
19. A mix of at least three housing types shall be required and shall be selected
from the list of housing type options presented in the regulating plan. The
specific percentage of each housing type shall be flexible, but shall be chosen
from the housing and lot types established in the regulating plan, and are
subject to approved setbacks and dimensional standards established for each
housing/lot type in the regulating plan. In no case shall the maximum density
exceed 4 units per acre (330 units). Detached single family lot types maybe
considered as separate housing types with approval by the Planning Director
so long as the lot sizes vary and permit a variety of housing styles/sizes.
20. Final location and configuration of Cluster Mailbox Units (CBUs) shall be
determined in the final platisite plan review (as applicable) for each phase.
CBU's are required to have sidewalk /pedestrian access and must be
approved by the USPS.
21. All external project access points must connect to an existing/future public
right-of-way built to Town of Clayton standards. If the external connection is
to right-of-way not built to Town standards, the right-of-way will need to be
brought into compliance by the developer.
22. No more than 75 certificates of occupancy may be issued within the
subdivision until the required secondary access has been constructed or
bonded for construction.
23. No more than 250 certificates of occupancy may be issued within the
subdivision until the required third access has been constructed or bonded
for construction to the property line in the northwest corner of the
development.
24. Street tree species shall be approved by the Town Engineer and Town
Planning Director as part of individual phase final plat! major site plan review.
25. All signs shall require review and approval pursuant to §155.713.
26. Final design of individual elements identified within the Regulating Plan (such
as lighting, recreation, or housing elevations) may be modified during
individual phase review without need to modify the Regulating Plan, but shall
be approved by staff and shall respect (or exceed) the intent and vision of the
original approval/design shown in the Regulating Plan, including but not
limited to quality, style, and materials. Modifications that are determined by
the Planning Director not to meet or exceed the original intent or do not
classify as "minor" modifications per §155.705 shall require major review and
approval.
27. The review and approval of project water, sewer, storm drainage and street
construction drawings is a separate process. Two sets of these drawings
must be submitted for approval to Public Works Department when they
become available.
28. Resource Conservation Areas as defined in Article 5 of the Unified
Development Code shall remain undisturbed pursuant to standards of Article
5, and shall be shown on all plats as being permanently set aside pursuant to
§155.500(C).
29. Prior to site grading and construction activities, tree protection fencing shall
be installed around all resource conservation areas. Once the tree protection
fence is installed, it must be inspected by the Planning Department before
construction activities begin.
CONSTRUCTION DRAWINGS
FOR
PARKVIEW GREENWAY TRAIL
30. A homeowners' association document shall be reviewed by staff and recorded
prior to final plats. Such document shall assure responsibility for maintenance
of all common facilities and provide adequate means for funding to do so.
IN WITNESS WHEREOF, the Town has caused this approval to be issued in its
name.
I N
TOWN OF CLAYTON,
JOHNSTON COUNTY,
NORTH CAROLINA
TOWN OF CLAYTON -
SHEET INDEX
ATTEST:BY:
SHEET TITLE SHEET No.
Jody L. cLeod, Mayor NOT RELEASED F O R
-
CONSTRUCTION
(l i km�# (SEAL)
Kimberly A. Moffett, Town Clerk
DEVELOPER/APPLICANT:
CITY ROAD, LLC
114 WEST MAIN STREET, SUITE 102
CLAYTON, NC 27520
CONTACT/AGENT: DONNIE ADAMS, PE
919-763-7278
OVERALL SITE PLAN..................................................................................................................C1
PARKVIEW GREENWAY TRAIL EROSION CONTROL PLAN 1 ................................................C2 :=r��'�4 S o- ••,s
PARKVIEW GREENWAY TRAIL EROSION CONTROL PLAN 2 ................................................C3 =° ¢°
PARKVIEW GREENWAY TRAIL PLAN AND PROFILE 1...........................................................C4 °C
13DAMS H E
PARKVIEW GREENWAY TRAIL PLAN AND PROFILE 2...........................................................C5 "''cN�!+!:NNpa`°gN�
�E V G 1 V E E F 1 G , PC
PARKVIEW GREENWAY TRAIL PLAN AND PROFILE 3...........................................................C6 314 EAST MAIN STREET
CLAYTON, NC 27520
PARKVIEW GREENWAY TRAIL PLAN AND PROFILE 4...........................................................C7 919-243-1332 [e-mail]
FIRM # C-4187
EROSION CONTROL DETAILS 1................................................................................................D1 REVISED
MISCELLANEOUS DETAILS 1....................................................................................................D2 8:29 am, May 02, 2019 PARKVIEW GREENWAY TRAIL
MISCELLANEOUS DETAILS 2....................................................................................................D3
CALL 48 HOURS BEFORE YOU DIG
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
GREENWAY TRAIL TO BE INSPECTED AND FORMALLY ACCEPTED
BY TOWN OF CLAYTON COUNCIL FOR MAINTENANCE.
A 1 -YEAR WARRANTY IS REQUIRED.
5' GREENWAY ACCESS TO BE MAINTAINED BY THE PARKVIEW HOA.
TOTAL ACREAGE UTILIZED FOR CONSTRUCTION
OF THE PARKIEW GREENWAY TRAIL = 2.82 AC.
TOWN OF CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
OCTOBER 9, 2018
FEBRUARY 15, 2019 PER TOC AND JOHNSTON COUNTY ESC COMMENTS
MARCH 28, 2019 REVISED PER ENGINEER'S REVIEW
MAY 01, 2019 REVISED PER TOC 2ND REVIEW COMMENTS

\�\� = ��. _./� � -
\ / / \\ \ •a/ \\ \ 1 11 III I I - \ \ - \� \ -
/
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111WOIIIII�I�
I`\
\\--MIMS, ALLEN L. JR
\ -
� PIN# 165908-99,1146,-
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/----
\ //
\\ - EXISTING SANITARY `-
\ _ - - 50 RIPARIAN BUFFER - \
SEWER MANHOLE _ _� \\� _ =�_ - // i �� - - _ - - �� - / /j EXIST NG BOUNDARY EIP-
/ \\ _ (TYP.) - -�\~ \\�� = _ moi- - �/ /� - - \\� % �� �/ CONTOURS
(TYP) / I �L- ` - 50' RIPARIAN BUFFER \
10' GREENWAY TRAIL / -
/ / /�\- STANDARD REMOVABLE BOLLARD
STANDARD REMOVABLE BOLLARD ����\ \\\ - - / - -� = MAINTAINED BY j/./_�/ L S S- -� \ - l/)��� /�/ SEE DETAIL ON SHEET D3
- - / / �- - TOWN OF CLAYTON
SEE DETAIL ON SHEET D3 �- - /may 6
/ �- _ / - i �\_ / / STA. 17+86.57 -L 1- _
BOUNDARY / / / �/ / ,� / STA. 10+07.47 -L2-
\\\�� /\
SAN �= _ - �- / �- -_ �� ��j%//� / '/_�_i/ �_���� /_ -\ o �� \ _ -
V •✓ \
EASEMENT _ - - / / / _ ��- _ �m��l //� i STRUCTURAL ENGINEER TO DESIGN
STA. 38+72.51 -L2-- - - _ - - / / - - - , / �%/ \ \
\` _ _'- ,� / BOARDWALK BRIDGE OVER BUFFER. N
END PROJECT \ \ < \ �� �S - - - mss= ~ -/�� _ / /_ -�S --� `/// - o "
\ -j- /f/// TIE TO PROPOSED CONTOURS.
10 GREENWAY TRAIL-
PROPOSED RETAINING WALL
TO BE DESIGNED AND SEALED
50 RIPARIAN BUFFER �� - l �_ �� // i �i \ _ BY STRUCTURAL ENGINEER ( 30 STANDARD \
!1 DULY LICENSED IN NC. CURB AND GUTTER
SEE SHEET C4 / \
/ l x 1 J f
s l - - -/� \\\ STEEL SAFETY RAILING
- / // _ _- _
/ / � -- EXISTING BOX CULVERT
\\\ / �_I �"G_ � (SEE DETAIL D3)
_\\\ v� ` _= f� S\\ ±STA. 16+35 TO l s er
` ±STA. 17+30
\� \\ STRUCTURAL ENGINEER TO DESIGN \/\ /� I �j�� - /
\ \� 5 GREENWAY �\ / 1 / s - - \� �� , I CONCRETE PAVEMENT
�� / W/SAFETY RAILING AT EXISTING
g \\117 �� \� BOARDWALK BRIDGE OVER BUFFER. `\ / �II
> TRAIL ACCESS \ l
STANDARD REMOVABLE BOLLARD TO BE MAINTAINED ��� \ _ I TIE TO PROPOSED CONTOURS. �\ ��� I ��� j-- / I EXISTING PAVED - /`� 1 I \\\ CONCRETE HEADWALL \
l -� \\\ ��► \ /� �/ JI /��ii�- / I I' EXIT
SEE DETAIL ON SHEET D3 BY PARKVIEW HOA �-\� l� f I \ •% �� �\ / ���\ \ �-� \ \ (� �i�., I', (
/ \ \ 10 GREENWAY TRAIL
\��\\ MAINTAINED BY = \\\
TOWN OF CLAYTON \\ \ \
\-\\�\\, PARKVIEW
\\ 1❑� PARKVIEW \ \� �� / /�� \\� \1\\ PHASE 21 _ J i� _ _ JJ 111 /�� % �/� PHASE 15
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- \ PARKVIEW
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PHASES 1 8>>������G1�����,�
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Parkview - Greenway Trail - Town of Clayton - Pipe Schedule
Pipe
Name
Upstream
Structure
Downstream
Structure
Upstream Rim
Elev (ft)
Length (ft)
Pipe Size
(in)
Pipe Shape
Pipe
Material
Slope
(%)
Upstream
Invert (ft)
Downstream
Invert (ft)
Manning's
n
SD01
TIE1
FES1
N/A
32.00
18
Circular
RCP
6.26
272.35
270.35
0.013
SD04
FES4
D11
N/A
24.51
18
Circular
RCP
17.63
253.00
248.68
0.013
SD03
C133
C132
251.50
22.11
15
Circular
RCP
0.50
249.00
248.89
0.013
SD02
C132
D11
252.70
29.12
15
Circular
RCP
0.38
248.79
248.68
0.013
SD06
FES6
FES5
N/A
36.00
15
Circular
RCP
1.75
231.75
231.12
0.013
SD08
FES8
FEST
N/A
36.00
15
Circular
RCP
10.50
256.00
252.22
0.013
SD10
FES10
FESS
N/A
44.00
15
Circular
RCP
8.75
255.50
251.65
0.013
SD12
FES12
FES11
N/A
36.00
24
Circular
RCP
4.25
255.00
253.47
0.013
SD15
TIE2
FES17
N/A
38.00
18
Circular
RCP
8.76
272.58
269.25
0.013
SD14
FES14
FES12
N/A
28.00
15
Circular
RCP
13.39
271.75
268.00
0.013
VARIESA-
811 '311 %•SLOPE
COMPACTED
\'�2 SOIL.5" TYPE S-9.513ASPHALT MIX
SUBGRADE 6" ABC
1. SUBGRADE MUST PASS LOADED TANDEM TRUCK PROOF ROLL.
2. SOFT/YIELDING AREAS WILL BE UNDERCUT AND REPLACED
WITH COMPACTED ABC AS NEEDED.
TYPICAL GREENWAY PAVEMENT SECTION
NOT TO SCALE
5" ASPHALT I
GREENWAY TRAIL TO BE INSPECTED AND FORMALLY ACCEPTED
BY TOWN OF CLAYTON COUNCIL FOR MAINTENANCE.
A 1 -YEAR WARRANTY IS REQUIRED.
5' GREENWAY ACCESS TO BE MAINTAINED BY THE PARKVIEW HOA.
SOURCES OF INFORMATION:
1. EXISTING SURVEY OF SITE PROVIDED BY GREENBROOK SURVEYING, P.C., CLAYTON, NC, DATED 7/5/2017,
1/10/2019 & 3/25/2019.
2. EXISTING SANITARY SEWER OUTFALL FROM MCKIM & CREED, RALEIGH, NC, DATED 9/28/2016.
3. EXISTING LIDAR CONTOURS OUTSIDE OF SITE FROM JOHNSTON COUNTY GIS DATED 2017.
4. EXISTING PARKVIEW DATA ON WEST SIDE OF CITY ROAD FROM ADAMS & HODGE ENGINEERING, PC.
5. EXISTING CITY ROAD WIDENING DATA FROM ADAMS & HODGE ENGINEERING, PC.
REVISED
8:29 am, May 02, 2019
GRAPHIC SCALE
100 0 50 100 zoo 400
(IN FEET )
1 inch =100 ft.
Zg�
O n
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V O Z
1 i O 5
O O W
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DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
SEE GRAPHIC SCALE
VERTICAL SCALE
NIA
DATE
10/09/2018
JOB NO.
AH -
SHEET
C1

CHANNEL LININGS PARKVIEW GREENWAY TRAIL
LINE
STA. START
STA. END
RIGHT/LEFT
SLOPE(%)
VELOCITY(FPS)
CHANNEL LINER
L1
10+80
14+00
RT
8.01
5.3
NAGC350
L2
13+50
20+00
RT
2.00
3.0
STRAW W/NETTING
L2
20+80
21+90
RT
3.08
3.6
STRAW W/NETTING
L2
21+90
22+80
RT
5.00
4.9
STRAW W/NETTING
L2
22+80
25+00
RT
3.68
3.6
STRAW W/NETTING
L2
25+00
27+90
RT
2.50
4.5
STRAW W/NETTING
L2
27+90
30+50
RT
3.85
5.5
NAGC350
L2
32+50
34+50
RT
10.00
1.7
GRASS
L2
34+50
35+50
LT
9.00
3.3
STRAW W/NETTING
L2
35+50
36+50
LT
8.85
4.1
STRAW W/NETTING
L2
36+50
38+50
LT
3.96
2.3
STRAW W/NETTING
EROSION LEGEND:
^ -SILT FENCE OUTLET
-LIMITS OF DISTURBANCE
--0--0--0— -SILT FENCE
-WATTLE
4omTD4om -TEMPORARY DIVERSION
-EXISTING CONTOUR
-INTLET PROTECTION
M2 -PROPOSED CONTOUR
-ARC INLET PROTECTION
-CONSTRUCTION ENTRANCE
® -OUTLET PROTECTION
-DITCH LINER - NAG C350 OR EQUAL
-CHECK DAM
*NOTE* ALL DITCHES LINED W/ NAG S150
UNLESS OTHERWISE NOTED.
SEE BELOW
--
/ I r
�- �- 50' RIPARIANBUFFER
I I I I I � I I I I I I III I � I ` \\ �� ♦ ( v /� I / l / /
/I
BOUNDARY
_ � a
\ -55-
_ ss—
0106, ARC INLET MIMS, ALLEN L. JR
`.all , ,PROTECTION (TYP.) P IN# 165908-99-1146
. - . - •:.,
LIMITS OF
DISTURBANCE (T
, - � �� � �� � V� - _ 1 .•, �I � y �:' � ,r` Ci "'/;Ii : c
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/ / J WATTLE / CHECK DAM / - -� �- - INLET PROTECTION (TYP.) 7/ `'IT RO — D� -� - - {- - - - - - - - - ENTRANCE (TYP.)
/ _ ! (TYP.) _� / — / �C.S�! 170 —
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Z -L
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18 PIPE: L = 12 EXISTING BOX CULVERT
II I I CLASS B STONE
'
u I I l I I I
10
ESC PLAN: PARKVIEW GREENWAY TRAIL SECTION 1 (-L1-)
STA. 10+00.00 TO STA. 17+94.94
FOR GRAPHIC PUPROSES SILT
FENCE AND LIMITS OF DISTURBANCE
ARE SHOWN SEPARATED. SILT
FENCE IS TO BE INSTALLED AT THE
ACTUAL LIMITS OF DISTURBANCE.
THIS SHEET IS FOR GRADING AND
EROSION CONTROL PURPOSES
ONLY. DO NOT USE THIS SHEET FOR
STORMDRAIN INSTALLATION.
THE TOWN OF CLAYTON AND/OR
JOHNSTON COUNTY RESERVE THE
RIGHT TO MODIFY THE EROSION
AND SEDIMENTATION CONTROL
PLAN IF THE EXISTING PLAN OR ITS
IMPLEMENTATION PROVE TO BE
INADEQUATE.
ALL DITCHES/SWALES ARE TO BE
LINED USING NAG S150 OR SOD
UNLESS OTHERWISE SPECIFIED.
ALL CLEAN WATER DIVERSIONS
MUST BE INSTALLED, MATTED
AND SEEDED IMMEDIATELY
goo
am
\ SILT FENCE
OUTLET (TYP.)
low \ — — —
\ �! EXISTING SAM'S BRANCH
\ SCOUR HOLE (SEE ��` `
DETAIL, SHEET D2) aft mom
_-
/ I/ �_�_ -- _ _— ' — — — SILT FENCE -
\ _ '
� o ��� � � � —i � / OUTLET (TYP.) _ — _
I— _ — 5z— _
SCOUR HOLE (SEE —
\ DETAIL, SHEET D2) - —
/ SILT FENCE
_ I _
— — - - _ _ �' / 50' RIPARIAN BUFFER i / / / / OUTLET (TYP.)
00
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7 -low Lu
c�
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SILT FENCE /
— \ SILT FENCE II I / /
(TYP.) I✓ I OUTLET (TYP.)Lu
I� / / / —
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/ /_ /�� — / / / / / / 10 GREENWAY TRAI / �/ / / _ = ARC INLET—
\ PROTECTION TYP.
\ LIMITS OF \ `
DISTURBANCE (TYP.) -Ilk
\ I I I I / / BOUNDARY/
— STRUCTURAL ENGINEER TO DESIGN
\ — \ BOARDWALK BRIDGE OVER BUFFER.
!z Ix .
AVIIMS, ALL N1L. JR
IPIN# 1659108-99-1146
/
R'b
NGIN��'•''"��,°'a
ESC PLAN: PARKVIEW GREENWAY TRAIL SECTION 2 (-L2-)
STA. 10+00.00 TO STA. 20+50.00
EROSION CONTROL PLAN
APPROVED
BY JOHNSTON COUNTY
03/27/19
REVISED
8:29 am, May 02, 2019 GRAPHIC SCALE
40 0 20 40 80
(IN FEET)
1 inch= 40 ft.
160
Z�
7
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V O Z
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3�w
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N = N
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DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
SEE GRAPHIC SCALE
VERTICAL SCALE
NIA
DATE
10/09/2018
JOB NO.
AH -
SHEET
C2

CHANNEL LININGS PARKVIEW GREENWAY TRAIL
LINE
STA. START
STA. END
RIGHT/LEFT
SLOPE(%)
VELOCITY(FPS)
CHANNEL LINER
L1
10+80
14+00
RT
8.01
5.3
NAGC350
L2
13+50
20+00
RT
2.00
3.0
STRAW W/NETTING
L2
20+80
21+90
RT
3.08
3.6
STRAW W/NETTING
L2
21+90
22+80
RT
5.00
4.9
STRAW W/NETTING
L2
22+80
25+00
RT
3.68
3.6
STRAW W/NETTING
L2
25+00
27+90
RT
2.50
4.5
STRAW W/NETTING
L2
27+90
30+50
RT
3.85
5.5
NAGC350
L2
32+50
34+50
RT
10.00
1.7
GRASS
L2
34+50
35+50
LT
9.00
3.3
STRAW W/NETTING
L2
35+50
36+50
LT
8.85
4.1
STRAW W/NETTING
L2
36+50
38+50
LT
3.96
2.3
STRAW W/NETTING
EROSION LEGEND:
^ -SILT FENCE OUTLET
-LIMITS OF DISTURBANCE
--0--0--0— -SILT FENCE
-WATTLE
4mmTD4mm -TEMPORARY DIVERSION
-EXISTING CONTOUR
-INTLET PROTECTION
M -PROPOSED CONTOUR
-ARC INLET PROTECTION
-CONSTRUCTION ENTRANCE
® -OUTLET PROTECTION
-DITCH LINER - NAG C350 OR EQUAL
-CHECK DAM
*NOTE* ALL DITCHES LINED W/ NAG S150
UNLESS OTHERWISE NOTED.
EXISTING SAM'S BRANCH
wo ­w/4111111w
\
50'RIPARIAN
OUTLET (TYP.) BUFFER / I _ ME- ��
ISILT FENCE / SCOUR HOLE (SEE DETAIL, SHEET D2)
SCOUR HOLE (SEE _ \ \\\
DETAIL, SHEET D2) — \\ /� LIMITS OF \ \
SILT FENCE/oszl DISTURBANCE (TYP.)
J \ \
(TYP.) / \ /�/ / �Lo
_ SILT FENCE _ — _ — F �a I� �\ �\ \
/ OUTLET (TYP.) — J SILT FENCE _ — A ti \ �\ ,\ I \
/ SCOUR HOLE (SEE _ �—� - _ SILT FENCE / / �� \\
DETAIL, SHEET D2) �� — — _ (TYP.) _
m — \ \ �_ OUTLET (TYP.) _ — / �_� Q`ry ~ m
Lu
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10
- ` V\\
W — — z / / X�� a ARC INLET
_ — - _ — — PROTECTION (TYP.)\\\�\
W \ \ LIMITS OF dl�
DISTURBANCE (TYP.)
SANITARY SEWER
— — — — �� EASEMENT 3�x 6.
— — —
\ - 10' GREENWAY TRAIL _ ow
EXISTING SANITARY
SEWER MANHOLE —\
BOUNDARY (TYP.)
MIMS, ALLEN L. JR — –
�P I N# 165908-99-114
ESC PLAN: PARKVIEW GREENWAY TRAIL SECTION 2 (-L2-)
STA. 20+50.00 TO STA. 28+50.00
FOR GRAPHIC PUPROSES SILT
FENCE AND LIMITS OF DISTURBANCE
ARE SHOWN SEPARATED. SILT
FENCE IS TO BE INSTALLED AT THE
ACTUAL LIMITS OF DISTURBANCE.
THIS SHEET IS FOR GRADING AND
EROSION CONTROL PURPOSES
ONLY. DO NOT USE THIS SHEET FOR
STORMDRAIN INSTALLATION.
THE TOWN OF CLAYTON AND/OR
JOHNSTON COUNTY RESERVE THE
RIGHT TO MODIFY THE EROSION
AND SEDIMENTATION CONTROL
PLAN IF THE EXISTING PLAN OR ITS
IMPLEMENTATION PROVE TO BE
INADEQUATE.
ALL DITCHES/SWALES ARE TO BE
LINED USING NAG S150 OR SOD
UNLESS OTHERWISE SPECIFIED.
ALL CLEAN WATER DIVERSIONS
MUST BE INSTALLED, MATTED
AND SEEDED IMMEDIATELY
D = 2' SILT FENCE
\ CLASS B STONE kUTLET(TYPF\ �\ \ LIMITS OF _ - CONSTRUCTI
DISTURBANCE (TYP.) / ENTRANCE (T'
DETAIL, SHEET D2) o
— — — \ \ _ _ ■�` -too 50 RIPARIAN \
— \ BUFFER
— EXISTING SANITARY
— — SEWER MANHOLE
— (TYP.)
4111
\ \ _
---------------
—ozZ— V \ \ ✓ /
MIMS, ALLEN L. JR — \ -- — BOUNDARY— — — — =�—
P I N# 165908-99-1146
ESC PLAN: PARKVIEW GREENWAY TRAIL SECTION 2 (-L2-)
STA. 28+50.00 TO STA. 38+72.51
EROSION CONTROL PLAN
APPROVED
BY JOHNSTON COUNTY
03/27/19
GRAPHIC SCALE
40 0 20 40 80 160
(IN FEET)
1 inch = 40 ft.
Z�
O
w w
V O Z
i O 5
O O W
3�w
� � a
:, N
O
ZLq N O M
N = N
d'pN
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w o 0
LLI CV
-0 N 00
(n N 0 <> —
z U s
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2
W
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2
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0
N
z
Lu o
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u_
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0
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DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
SEE GRAPHIC SCALE
VERTICAL SCALE
NIA
DATE
10/09/2018
JOB NO.
AH -
SHEET
C3

STEEL SAFETY RAILING
(SEE DETAIL D2)
±STA. 16+35 TO
±STA. 17+30
10' GREENWAY TRAIL
WING WALL EXTENSION PROPOSED RETAINING WALL
SEE NOTES THIS SHEET SEE NOTES THIS SHEET
TW 238.00 I
BW 237.00
/ - I TW 240.79
BW 236.50 -
C h
e
ICONCRETE PAVEMENT
CONTRACTOR TO APPLY BONDING AGENT
TO HORIZONTAL SURFACE OF EX. CONCRETE
RETAINING WALL PRIOR TO INSTALLATION
OF CONCRETE GREENWAY TRAIL
INSTALL EXPANSION MATERIAL
BETWEEN PROP. 30" C&G AND
PROP. CONC. GREENWAY TRAIL
RETAINING WALL NOTES:
1. PROPOSED RETAINING WALL TO BE DESIGNED AND SEALED BY
STRUCTURAL ENGINEER DULY LICENSED IN NC.
2. PROPOSED RETAINING WALL SHALL BE PERMITTED BY THE Q
TOWN OF CLAYTON INSPECTIONS DEPARTMENT.
3. PROPOSED RETAINING WALL TO HAVE HANDRAIL PER RETAINING
WALL DESIGN. EXACT LENGTH OF HANDRAIL TO BE DETERMINED
BY STRUCTURAL ENGINEER DULY LICENSED IN NC.
4. EXISTING WING WALL SHALL BE EXTENDED VERTICALLY TO �\
MEET FINISHED GRADE. 3
�� /Mau IN
-\ \ PAINTED CROSSWALK
I
o �
VILLAGE AT PARKVIEW
PHASES 1-8
F-
F- -
� ISI IIII I
N I I I I I I
TW 240.00
BW 234.50
TW 239.93
BW 235.00
TW 239.66
BW 239.00
30" STANDARD
CURB AND GUTTER
INSET SCALE: 1"=20'(I M l�
6"WL 6"WL 6"WL 6' WI
\\--ss-----ss-----ssl----ss-----ss
s -
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I
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DETAIL, SHEET D2)
000 000_ o0 0 000 0 0 0 00 0 \ ��IIII��(��\�%\�\ �� / C,
H C / H// / STEEL SAFETY RAILING \\ ( 50' y c
� � / � / / (SEE DETAIL D2) '7
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±STA. 16+35 0
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N MAINTAINED BY TOWN OF CLAYTON _ ��s I I �I NOTES THIS SHEET
A +L-
-
SEE SHEET C5
t�i1=1 76
1� SANITARY SEWER
I EASEMENT
✓ `) MIMS, ALLEN L. JR
PIN# 165908-99-1146\\,
EXISTING SANITARY I I
SEWER MANHOLE I \ \
I (TYP.) I 1 \ \ \
10' GREENWAY TRAIL \ \ \ \
MAINTAINED BY
\ I TOWN OF CLAYTON \ \
I I \ \
STANDARD REMOVABLE BOLLARD I \ \ \
SEE DETAIL ON SHEET D3 \
PROPOSED % I
CONTOURS / EXISTING R/W
(TYP.)
BOUNDARY /
5.
TIE TO EXISTING
SEE SHEET C5 FOR
IISIIX-� R. 1� �� �- _� _ - i�- - � - - - - - 30" STANDARD - - - CONCRETE ACCESS DETAIL
W� �,a� �w ��,� ,a�_,a -j,o�- _ � - - - _CURB AND GUTT� ER EXISTING R/W
��° �--
��� PAINTED CROSSWALK _ f _ CONCRETE PAVEMENT _ -_
-��-Z �� STA. 16+26.61 TO - \NOTE: - - L
\ STA. 16+77.84 _ I EXISTING BOX CULVERT CONTRACTOR SHALL SAWCUT NEAT, STRAIGHT, EXISTING EDGE OF �j� VERTICAL EDGE, ALONG THE WEST SIDE OF THE
PAVEMENT / \ c EXISTING 4" WHITE EDGE STRIPE. 30" STANDARD
CURB AND GUTTER SHALL MEET EXISTING EDGE
\ \ \ \ N OF PAVEMENT AT THIS SAWCUT.
I I \ \ \ LEGEND PARK � � � \ -\ \ \\\\ \ \\\ \ \ ` � � � � � / �� I\ �
I\ \ \ EXISTING
I \ \ CONTOURS
(TYP.)
PLAN: PARKVIEW GREENWAY TRAIL SECTION 1 (-L1-)
STA. 10+00.00 TO STA. 18+01.57
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GREENWAY TRAIL TO BE INSPECTED AND FORMALLY ACCEPTED
BY TOWN OF CLAYTON COUNCIL FOR MAINTENANCE.
A 1 -YEAR WARRANTY IS REQUIRED.
5' GREENWAY ACCESS TO BE MAINTAINED BY THE PARKVIEW HOA.
265
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13+50
14+00
14+50
15+00
15+50
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16+50
17+00
17+50
18+00 18+50
PROFILE: PARKVIEW GREENWAY TRAIL SECTION 1 (-L1-)
STA. 10+00.00 TO STA. 18+01.57
NOT RELEASED FOR
CONSTRUCTION
SOURCES OF INFORMATION:
1. EXISTING SURVEY OF SITE PROVIDED BY GREENBROOK SURVEYING, P.C., CLAYTON, NC, DATED 7/5/2017,
1/10/2019 & 3/25/2019.
2. EXISTING SANITARY SEWER OUTFALL FROM MCKIM & CREED, RALEIGH, NC, DATED 9/28/2016.
3. EXISTING LIDAR CONTOURS OUTSIDE OF SITE FROM JOHNSTON COUNTY GIS DATED 2017.
4. EXISTING PARKVIEW DATA ON WEST SIDE OF CITY ROAD FROM ADAMS & HODGE ENGINEERING, PC.
5. EXISTING CITY ROAD WIDENING DATA FROM ADAMS & HODGE ENGINEERING, PC.
REVISED
8:29 am, May 02, 2019
GRAPHIC SCALE
40 0 20 40 80 160
(IN FEET)
1 inch = 40 ft.
Z U
O N O
U f W W
�"L
z PN
Mm
=O N O U
Z O U 0 0
o6oMM�
> N = N N O
O p N M N
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N Z 03
z U = C�) �
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W z W
--=!
LL
cL 0
W II=
Q CL
IlY
Q
CL
DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
SEE GRAPHIC SCALE
VERTICAL SCALE
DATE
10/09/2018
JOB NO.
AH -
SHEET
C4

30" STANDARD
CURB AND GUTTER
ELEV. 238.60
FLUSH CURB
ELEV. 238.50
ELEV. 238.50
ELEV. 238.60
INSET SCALE: 1 "=10'
CONTRACTOR SHALL ENSURE THAT
STORMWATER DRAINS FROM CITY RD
TO GREENWAY TRAIL
SEE SHEET C4
STANDARD REMOVABLE BOLLARD –
SEE DETAIL SHEET D3 \�
\ \ I
SCOUR HOLE (SEE
DETAIL, SHEET D2) ,
O � �
\ / S5 \ \�
/ 111
�FES6 y \
/ 2.5'R BOC /
PROPOSED
CONTOURS s
(TYP.)
I
7 I
AREA BETWEEN BACK OF CURB AND -
ASPHALT GREENWAY SHALL BE —
3,000 PSI CONCRETE AND
MONOLITHICALLY POURED. - - - -
4" YELLOW STRIPE
CHEVRON
STRUCTURAL ENGINEER TO DESIGN
BOARDWALK BRIDGE OVER BUFFER.
TIE TO PROPOSED CONTOURS.
/
-4-
EXISTING
EXISTING SANITARY \ wo\
\ v SEWER MANHOLEgas I oo
_ A
woo
000
woo
aft
EXISTING SAM'S BRANCH
Mw OW Mw
miji MOB
50' RIPARIAN BUFFER _ _ �/ j % _ / / / / / / / / / / / / / / - SCOUR HOLE (SEE —
//� DETAIL, SHEET D2)
SANITARY SEWERism
—
�\ EASEMENT
/
/
E 8
PROPOSED — -
I
CONTOURS - - – –
i
(TYP.)
s / j 10' GREENWAY TRAIL // EXISTING—
�� MAINTAINED BY CONTOURS
TOWN OF CLAYTON j (TYP.)
MIMS, ALLEN L. JR
BOUNDARYI --PIN# 165908-99-1146
\ 50 RIPARIAN BUFFER
I
\ II VIII II l\\ ///'� / / //A --_ - \0 0 \\0 � I � , I / Z
PLAN: PARKVIEW GREENWAY TRAIL SECTION 2 (-L2-)
STA. 10+00.00 TO STA. 20+50.00
M Ln
0'zT
N n
lD Ln
I, 0
M Ln
V O
N CO
op l0
'zi Ln
m -ZT
r'i N
t i Ln
r'i I,
V O
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14+50 15+00 15+50
16+00
m
PVI
TA. 19+60.00
Ln '
STA. 10+00.00 TO STA. 20+50.00
t
N00
C,)
N'D
m
N
m
Nm
m
Nm
m
Nm
m
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m
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N
N
N
PVI
ELEV. 258.33'
9+50 10+00
10+50
11+00
11+50
12+00
12+50
270
13+50
CREST
STA. 20+01.45
270
CREST
EL. 258.10'
°
K=16.67o
00.00 VC
0m
O
o
Ln
o
0
00
P4
Ln
PVI STA. 18+30.00
O1
0
`�
PVI ELEV. 251.20'
w
w
265
- 23 43
100.00' VC
�
W
265
1.22%
5.48%
o
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4
O
Ln
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00
0
00
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00
ci
+N
I,
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W
V
W
Q
PVI STA 15+4100
ul
`J
U
PVI ELEV. 247.67'
o
> a
260
K = 11.87
260
100.00' V
9.61%
1.22%
O
00
O
N
01
N
C)
Lf
N
N
W
W
W
F
V)
U
N
>a-
a
a
255
/ 0
255
<3 -
PVI ELEV. 236.58'
250
° 50.00' VC °
250
o
0 o
in
1%
.22
0
0
SAG STA
11+21 70
�
m
N ,4
>
m
SAG EL.
233.12'
PVI STA. 13+4).00
Q
Q
PVI ELEV. 234.20'
„�
w
w
PVI ELEV.
233.00'
K = 21.72
>
>
> 5
50.00' VC
o
-7.08Y.50.0
' VC 0.50%
00
0 .50%
.80°58
b
245
245
O
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1
+
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toco
+
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m
m
m
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c -IN
W
W
PROPOSED GRADE
W
w
U
>
Qw
Q
w
>�
U
U
>
d
0_
C5*
240
240
FES5
-2.02%
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m
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N
n
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°
a>
235
°
235
230
36.00LF EX. GRADE
RCP III
230
SD06
of 15"
75% STRUCTURAL ENGINEER TO DESIGN
BOARDWALK BRIDGE OVER BUFFER.
TIE TO PROPOSED CONTOURS.
225
225
M Ln
0'zT
N n
lD Ln
I, 0
M Ln
V O
N CO
op l0
'zi Ln
m -ZT
r'i N
t i Ln
r'i I,
V O
V Lq
14+50 15+00 15+50
16+00
m
PARKVIEW GREENWAY TRAIL SECTION
2 (-L2-)
Ln '
STA. 10+00.00 TO STA. 20+50.00
t
N00
C,)
N'D
m
N
m
Nm
m
Nm
m
Nm
m
N�
m
N
m
N
N
N
N
N
N
N
N
9+50 10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
GREENWAY TRAIL TO BE INSPECTED AND FORMALLY ACCEPTED
BY TOWN OF CLAYTON COUNCIL FOR MAINTENANCE.
A 1 -YEAR WARRANTY IS REQUIRED.
5' GREENWAY ACCESS TO BE MAINTAINED BY THE PARKVIEW HOA.
0100
n01 'D r, LnN
m0
vi 00
o0 01 m n � -i
oo �
�
zt zt ^
op O
N
M
N00 Nm N
M
N00
mt
N
N N N
N
14+00
14+50 15+00 15+50
16+00
PROFILE:
PARKVIEW GREENWAY TRAIL SECTION
2 (-L2-)
Ln '
STA. 10+00.00 TO STA. 20+50.00
Ln 00
in ci
mN
In co
'-n N
.-iM
Ind
m0
001
op O
pi l0
O N
c -i M
ni'T
vi O
n m
o0 O
Zt M
M
Ln
0
N
Ln '
Ln 00
N
N
N Ln
N'3
ul
N Ln
NLn
N^
Ln
N LA
N
N
N
N
N
N
N
N
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
SOURCES OF INFORMATION:
1. EXISTING SURVEY OF SITE PROVIDED BY GREENBROOK SURVEYING, P.C., CLAYTON, NC, DATED 7/5/2017,
1/10/2019 & 3/25/2019.
2. EXISTING SANITARY SEWER OUTFALL FROM MCKIM & CREED, RALEIGH, NC, DATED 9/28/2016.
3. EXISTING LIDAR CONTOURS OUTSIDE OF SITE FROM JOHNSTON COUNTY GIS DATED 2017.
4. EXISTING PARKVIEW DATA ON WEST SIDE OF CITY ROAD FROM ADAMS & HODGE ENGINEERING, PC.
5. EXISTING CITY ROAD WIDENING DATA FROM ADAMS & HODGE ENGINEERING, PC.
40
SEE SHEET C6
NOT RELEASED FOR ~
CONSTRUCTION
Mw
" G A R
,rr4'tO4ESSip0�
o n A"
REVISED
8:29 am, May 02, 2019
ti
00 00
Ln
N ul
N
20+50
GRAPHIC SCALE
0 20 40 80
(IN FEET)
1 inch= 40 ft.
160
ZU
O 17 N O
U W W
U
I i U Z a
31v 0 N
WSW
=O N O U
U
Z O 0 0
> N = N N
D p N M N
E
W N O
70N 00
cnN o�—
z U = - -t
Q z -.0 A U
z 1, 103 N
c � co L
W
Q � LL
J
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ui
(313 a
0 in
E9
2
w
w
2
20
14 z
w
13
14
Q
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J
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Q
U
2
z 0
0
Lu z
Lu
� z
O
( �"� < U
/
�z
O
N
z
2
W 0
z
O
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LL
J
U
0
O
I..L
O
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W Q fV
Lu z I -I -I
ILL
wQ12
DC �
Q
CL
DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
SEE GRAPHIC SCALE
VERTICAL SCALE
DATE
10/09/2018
JOB NO.
AH -
SHEET
C5

50' RIPARIAN BUFFER,`
[DETAIL,
COUR HOLE (SEE
SHEET D2)
/I \
SCOUR HOLE (SEE
DETAIL, SHEET D2) -,-f l /���E51
\ SANITARY SEWER ( \\\ \ \ \ \ \
_ - /\ \ _✓ I \\ �� \ / / 4W/� EASEMENT `
EXISTING SAM'S BRANCH \ '
SCOUR HOLE (SEE - - _ - / r - - 10' GREENWAY TRAIL _ \ \ / / / a / / FES - \ �a I�\\ \ \
= - DETAIL, SHEET D2) �sa - - L 1 - = SEE S5 MAINTAINED BY - x1
TOWN OF CLAYTON
4 ��� \ I �,� r \ / / ✓ ��� /max \ \ \\\ \\ \ \
k
rGZ_ _ _ I L� N-} =SS / ES 1� I /
SEE SHEET C5
09
_ -
--i
PROPOSED o
11
- - \ CONTOURS
\ (TYP.) \ EXISTING
\ - - - CONTOURS - - �9�� SEE SHEET C7
\ �-
\ BOUNDARY
EXISTING SANITARY
\ \
SEWER MANHOLE
MIMS ALLEN L. JR \ _ - (TYP.)
-
\ PI N# 165908-99-1146 -
PLAN: PARKVIEW GREENWAY TRAIL SECTION 2 (-L2-)
STA. 20+50.00 TO STA. 29+00.00
275
V N
V N
V al
N00
MM
00M
MM
MM
N00
OLn
�n Ln
OO
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00 Ln
275
Mal
mLn
06 W
06 N
0i ;:I:
O M
069
r� co
069
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.--i 00
Oi r�
PVI STA. 21+9100
PVI El EV 9 Fi in,
06 at
rz n
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PVI STA. 25+30.00
00
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LD c)
Ln 00
Ln ^
Ln M
ID 0
ID C)
U3
lD
CREST STA. 21+87.74
Ln a)
Ln 00
PVI STA. 23+80.00
Ln ^
Ln al
lD -1
tLtV.
FVI 261.50'
CREST STA. 25+05.0
N Ln
N Ln
N ko
N Ln
N Ln
N Ln
N
N (
N(D
N
N Ln
N Ln
N Ln
N Ln
PVI STA. 21+4).00
N Ln
K = 5.42
N
N
N
N
K = 35.13
N
N
N
N
K = 30.00
N
N
SAG EL. 259.04'
PVI STA. 26+85.00
N
N
N
N
50.00' VC
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
0.83%
25+50
-2 50%
26+50
27+00
27+50
28+00
28+50
29+00
253.47
0.013
SAG EL. 257.84'
TIE2
K = 8.84
20.00' VC
N/A
° °
18
SAG STA. 22+83.88
RCP
3.68%
272.58
°
0.83/
0.013
SD14
FES14
FES12
N/A
28.00
PVI STA. 26t-30.00
PVI ELEV. 25S.00'
PVI ELEV. 259.2
CREST STA. 26+75.23
3'
SAG STA. 27+ 8.15
271.75
268.00
0.013
270
PVI STA. 20+75.00
PVI ELEV. 257.74'
°
°
O
SAG Et.
PVI STA. 22+80.00
0
0
0
,"'.�
20.00' VC
K = 10.28
PVI STA. 27+93.00 PVI El EV 25F 75'
270
K 20.40p`n
50.00' VC
o
��
,n
K = 5.74
0�
0�
0
+1O
N
+cO
Ln
N
- °
° °
-2.41%
-2.
K=15.83 °
1% 3.91%
0 +
0
06
0
100.00' V
0�
0
ON
00 O
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N>
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J
VE
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co
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260
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-
0
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N
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In
o
Nz
41%
PROPOSED GRADE
EX. GRADE
255
255
0 44.00LF�
SD08 3OOLF
of 15" RCP
III
@ 10.50%
o
@ 8.
5%
of 24'
RCP III
0
250
250
245
245
ti n
V N
V N
V al
N00
MM
00M
MM
MM
N00
OLn
�n Ln
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Ln Ln
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mLn
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06 N
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r� co
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rz n
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Ln ^
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ID C)
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Ln a)
Ln 00
Ln ^
Ln ^
Ln al
lD -1
N L
N Ln
N Ln
N ko
N Ln
N Ln
N Ln
N
N (
N(D
N
N Ln
N Ln
N Ln
N Ln
N Ln
N Ln
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
29+00
Parkview - Greenway Trail - Town of Clayton - Pipe Schedule
Pipe
Name
Upstream
Structure
Downstream
Structure
Upstream Rim
Elev (ft)
Length (ft)
Pipe Size
(in)
Pipe Shape
Pipe
Material
Slope
(%)
Upstream
Invert (ft)
Downstream
Invert (ft)
Manning's
n
SD01
TIE1
FES1
N/A
32.00
18
Circular
RCP
6.26
272.35
270.35
0.013
SD04
FES4
D11
N/A
24.51
18
Circular
RCP
17.63
253.00
248.68
0.013
SD03
CB3
C132
251.50
22.11
15
Circular
RCP
0.50
249.00
248.89
0.013
SD02
C132
DI1
252.70
29.12
15
Circular
RCP
0.38
248.79
248.68
0.013
SD06
FES6
FES5
N/A
36.00
15
Circular
RCP
1.75
231.75
231.12
0.013
SD08
FES8
FES7
N/A
36.00
15
Circular
RCP
10.50
256.00
252.22
0.013
SD10
FES10
FESS
N/A
44.00
15
Circular
RCP
8.75
255.50
251.65
0.013
SD12
FES12
FES11
N/A
36.00
24
Circular
RCP
4.25
1 255.00
253.47
0.013
SD15
TIE2
FES17
N/A
38.00
18
Circular
RCP
8.76
272.58
269.25
0.013
SD14
FES14
FES12
N/A
28.00
15
Circular
RCP
13.39
271.75
268.00
0.013
PROFILE: PARKVIEW GREENWAY TRAIL SECTION 2 (-L2-)
STA. 20+50.00 TO STA. 29+00.00
SOURCES OF INFORMATION:
1. EXISTING SURVEY OF SITE PROVIDED BY GREENBROOK SURVEYING, P.C., CLAYTON, NC, DATED 7/5/2017,
1/10/2019 & 3/25/2019.
2. EXISTING SANITARY SEWER OUTFALL FROM MCKIM & CREED, RALEIGH, NC, DATED 9/28/2016.
3. EXISTING LIDAR CONTOURS OUTSIDE OF SITE FROM JOHNSTON COUNTY GIS DATED 2017.
4. EXISTING PARKVIEW DATA ON WEST SIDE OF CITY ROAD FROM ADAMS & HODGE ENGINEERING, PC.
5. EXISTING CITY ROAD WIDENING DATA FROM ADAMS & HODGE ENGINEERING, PC.
GREENWAY TRAIL TO BE INSPECTED AND FORMALLY ACCEPTED
BY TOWN OF CLAYTON COUNCIL FOR MAINTENANCE.
A 1 -YEAR WARRANTY IS REQUIRED.
5' GREENWAY ACCESS TO BE MAINTAINED BY THE PARKVIEW HOA.
40
NOT RELEASED FOR
CONSTRUCTION
REVISED
8:29 am, May 02, 2019
GRAPHIC SCALE
0 20 40 80
(IN FEET)
1 inch = 40 ft.
160
ZU
O 17 N O
V W W
Z a
3 iL-UH
� W
In
a. m- f
0 N O U
(n NV 00
M N
> N = N N O
O p N M N
E
LL N O
C,No~o
Z U
O E
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WQco�1 LL
i V
U o
Uj
(313 v
a
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v
2
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2
20
Z
W
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Q
U
2
Z 0
O
W z
W
� z
V Q O
U
Z
O
N
z
W 0
Z
O
Q
U
U
LL
^� O
O
Q
Z
W Q ro
W z W
JILL
W Q 11
DC �
Q
11
DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
SEE GR4PHIC SCALE
VERTICAL SCALE
DATE
10/09/2018
JOB NO.
AH -
SHEET
C6

]I/ptI,x Jtj�
ago/
5' G RE EN WAY
TRAIL ACCESS \
TO
Y BE PARKVIEW BHOA �
DIRECT SWALE TO __
PREFORMED SCOUR HOLE �\ \\ \� SEE PROFILE
w
\\ TO RIGHT - A
SEE SHEET C6 \ �\ \ / I/�l \\SS \\
S12 ,tea I✓'� ��\ \\ \ O
STRUCTURAL ENGINEER TO DESIGN
N
BOARDWALK BRIDGE OVER BUFFER. s£szxz
�09Z 'p _ TIE TO PROPOSED CONTOURS.
,TFE2
STANDARD REMOVABLE BOLLARD
(SEE SHEET D3)
OUTLET PROTECTION
PROPOSED
D - 27.5'
\ \ / o\ Hwy \\\\ \ CONTOURS
CLASS B STONE \ \\ (TYP.)
SCOUR HOLE (SEE
DETAIL, SHEET D2)
\ _ - EXISTING SAM'S BRANCH
EXISTING
CONTOURS - \� ��- - --_ - - \ i \ -� iw c
(TYP_ - - o
S
_ \
EXISTING SANITARY _ _ s \ SANITARY SEWER \ \\ \ - cq\
SEWER MANHOLE EASEMENT
PLAN: PARKVIEW GREENWAY TRAIL SECTION 2 (-L2-)
STA. 29+00.00 TO STA. 38+72.51
285 285
mo 0 m
m 00 -4 Ln
N M00 O
N N
9+50 10+00 10+50 11+00
PROFILE: PARKVIEW GREENWAY CONNECTION
TO BE MAINTAINED BY PARKVIEW HOA
z
STANDARD REMOVABLE BOLLARD
(SEE SHEET D3)
STA. 38+72.51 -L2- END OF
PARKVIEW GREENWAY TRAIL
NOT RELEASED FOR
CONSTRUCTION
.. CA R
p0 4
rr4'tO4ESSi
o + n A�
MLn00N
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ID J1
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w m
lD
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Oi
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n 4
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n m
PVI STA. 38+30.00
n�
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n Ln
290
n
N to
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N(D
N�.o
N Q0
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N Ln
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N^
N^
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,
PVI STA. 38+55.00
N^
290
N^
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
CRES
STA. 38+29.91
PVI E I
EV. 277.06'
N
N
29+00
29+50
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
34+00
34+50
35+00
35+50
36+00
36+50
37+00
37+50
38+00
38+50 39+00 39+50
K=3.93
=3.39
PVI STA. 37+35.0
20.00' VC 2
.00' VC
PVI STA. 341-45.00
PVI ELEV. 74.83' PVI STA. 341-95.00
rVl 271-
K = 13.17
2.52%
-2.57%
/°
47 °
PVI ST -A. 33+75.00
PVI ELEV. 273.60'
CREST STA. 3 +48.99
CREST EL. 74.77'
K = 2.
8
+
PVI ELEV. 27
.86'
1.00%
moolvl
2.52%
o
0
v o a
o Ln
m O
Lri
cN.i
6
_
20.00' VC
20.00' C
°
-7.96%
SAG STA. 35+
2.49
20.00' VC
00
m
00
> +
^
`� 00
^
285
9.24 °
1.75%
-0.75%
.
m
m
285
O
o�
1.75/p9896-
0
0�°
O
VI STA. 35+4
.0
0096
Or,
O
Opo
N o .A Lnn
QJ
V
aJ
w V,
_
J aJ
F
VI
PVI STA. 33+30.00
+N
m
+N
m
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m
o
Ln�
Il 00
oM
O
o-
O-
�'^`�
m
+N
as
o ��>
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_
K-2.51
m j
K= 15.68
<i
w
Lu QW,
m
`4 COm>
nj
m
q
Ln
m
"-7 96%
o
.98/0 oM
"' 0',1
O1
Q-
w
w w
Q -j
Fw
20.00'VC
Hw
Fw
>
w
>
>
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On
V,w
°
7.960-
9.24°
Uo
55
Hw
V)
vHi"'
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-
O
m
`�Lu
IN
1O
m
M
>
as
5
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o
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0
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0
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rl
Ln
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W H
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W
280
+N
+Ln
N Uu
280
+
PVI ELEV. 265.86'
M
m
m
L m
5
TIE2
m
Q
j
J
m
Q
j o
J
o
PVI ELEV. 265.40'
20.00' VC
V)
U V)
w
v
m
u'
u
>
Ln
5 FES14
O
O U
N
>
CREST
Mll STA 30+Ln
STA. 30+62.07
C EST EL. 264.83'
-7.
o^
0 1O
a
a
�;
00 +
z
N
5°
PVI ELEV. 263.40'
- 3.41
40.00' VC
'l
MO
��
z
-
n;
N
2'S °
\
E-6
10 O1
PVI STA.
+
-
o o
+
N +N
(DO
��
M
a00
M_
Z
275
K =
.93
0.53%
20.00' VC
° 0 0
0
1O
m
Q
j m j
Q
ago+
Mo
¢>
�?
_r
m~
a
o
V'
z
_
_�
o
275
3.91%
0.53%
O
Ln
,`y"1 O C T
Ln
°+°
5
<1�
o
N
z
°
o
o
I
;>
5
.75%
o
o
o
+
N + N `"' >
`"'
w
SAG STA.
VI ST
31+58.62 pVl ELEV.
32+05.00
259.96'
o
L�
o
ri
0
O. Q
Q.
SAG EL.
259.74'
9
N
N
Q
a
5
5
PVI
TA.
1+5
.00
2
VC
5'
N
N
w w>>
PVI
ELEV.
254.69-
.00'
QL
QLu
U>
5
K=
.77
°
W
;
W
0-
0-
Zo.o
' vc
U
>
5
-6.72%
• °
APPROXIMATE LOCATION
270
>
a
o
o
0 �,
rn
0
O
r`
SD15 38. 0LF
I
OF EXISTING STORM DRAIN
270
a
o
+ cry
N
+
N
of 18" RG P III
+
1O
+
L^ �'
^'
8.7 %
SD14 28.00LF
mw
co
Qw
of 15" RCP III
f-;;
Lu
O°
F-
L/1
Lu
U
F-
V,
Lu U
U >
O�
>
>a
�o
>
o
265
265
X0.53%
l/ olo
PROPOSED GRADE
260
260
STRUCTURAL ENGINEER TO DESIGN
BOARDWALK BRIDGE OVER BUFFER.
EX. GRADE
255
TIE TO PROPOSED CONTOURS.
255
250
250
NOT RELEASED FOR
CONSTRUCTION
.. CA R
p0 4
rr4'tO4ESSi
o + n A�
MLn00N
O O
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MI,
m N
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lD
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N Lf1
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lD -1
lD N
m lD
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LD m
ID J1
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w m
lD
LD n
Oi
w -1
n 4
n�
n 4
0i
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n m
iD
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n�
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n Ln
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n
N to
N(D
N(D
N�.o
N Q0
N.1
N Ln
NI'D
N ko
N^
N^
N^
N^
N^
N^
N^
N^
N^
N^
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
29+00
29+50
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
34+00
34+50
35+00
35+50
36+00
36+50
37+00
37+50
38+00
38+50 39+00 39+50
SOURCES OF INFORMATION:
1. EXISTING SURVEY OF SITE PROVIDED BY GREENBROOK SURVEYING, P.C., CLAYTON, NC, DATED 7/5/2017,
1/10/2019 & 3/25/2019.
2. EXISTING SANITARY SEWER OUTFALL FROM MCKIM & CREED, RALEIGH, NC, DATED 9/28/2016.
3. EXISTING LIDAR CONTOURS OUTSIDE OF SITE FROM JOHNSTON COUNTY GIS DATED 2017.
4. EXISTING PARKVIEW DATA ON WEST SIDE OF CITY ROAD FROM ADAMS & HODGE ENGINEERING, PC.
5. EXISTING CITY ROAD WIDENING DATA FROM ADAMS & HODGE ENGINEERING, PC.
PROFILE: PARKVIEW GREENWAY TRAIL SECTION 2 (-L2-)
STA. 29+00.00 TO STA. 38+72.51
GREENWAY TRAIL TO BE INSPECTED AND FORMALLY ACCEPTED
BY TOWN OF CLAYTON COUNCIL FOR MAINTENANCE.
A 1 -YEAR WARRANTY IS REQUIRED.
5' GREENWAY ACCESS TO BE MAINTAINED BY THE PARKVIEW HOA.
REVISED
8:29 am, May 02, 2019
GRAPHIC SCALE
40 0 20 40 80 160
(IN FEET)
1 inch = 40 ft.
Z � coO N O
U f W W
�rjzp_
3 o N W
WSW
° =O N 00
Z O U0 0
o0z00�
N = N N
O p N M N
E
Lw N o
IY ti
N 0
0
z U � ce) �
Qz�ce)U
z
co N
� � Cu
wQ���
J
� U o
w
E9u
0 a
f nw
v
2
W
W
2
20
14 z
W
13
Q
0 z_
J
lY
U
2
zCY
O
W z
W
� z
O
O
N
z
2
W O
z
O
Q
L -L
J
U
0
O
O
Q
Z
W Q
W z W
DC --=!
� QIL
� DC
W 0
Q 11
DC �
Q
11
DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
SEE GRAPHIC SCALE
VERTICAL SCALE
DATE
10/09/2018
JOB NO.
AH -
SHEET
C7

SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CON0177ONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX K17H SOIL (SEE BELOW).
5. CONTINUE 77LLAGE UN77L A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED (150 IBS/ACRE) ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CUL77PACK AFTER SEEDING.
Z MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, 1F POSSIBLE. IF STAND 1S
OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME,
FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVA77ON INSPECTOR ON MAINTENANCE TREATMENT AND
FER77LIZ477ON AFTER PERMANENT COINER IS ESTABLISHED.
SOIL PREPARATION
* AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS IN CLAY SOIL)
* FER77LIZER - 1,000 LBS/ACRE - 10/10/10
# SUPERPHOSPHATE - 500 LBS/ACRE - 209 ANALYSIS
* MULCH - 2 TONS/ACRE - SMALL GRAIN S7RAW
* ANCHOR - ASPHALT EMULSION ® 400 GALS/ACRE
SEEDING SPECIFICATIONS
1. TEMPORARY SEEDING
* SEE TABLES BELOW.,
2. PERMANENT SEEDING
* TALL FESCUE,
• SERICEA LESPEDEZA,
Table 6.10a
Temporary Seeding
Recommendations for Late
Winter and Early Spring
100 LB/ACRE
15 LB/ACRE
Seeding mixture
Species Rate (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont -Jan. 1 - May 1
Coastal Plain -Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool. APPLY ASPHALT TACK AT A RATE OF
400 GALLONS PER ACRE.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Table 6.10b
Seeding mixture
Temporary Seeding
Species Rate (Iblacre)
Recommendations for
German millet 40
Summer
*Perimeter dikes, swales,
7 days
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
ditches and slopes
substituted at a rate of 50 Ib/acre.
Seeding dates
7 days
Mountains -May 15 -Aug. 15
Zones
Piedmont -May 1 -Aug. 15
3. APPLY LIME, FERTILIZER AND SEED TO THE
Coastal Plain -Apr. 15 -Aug. 15
CHANNEL AND ADJOINING AREAS IN ACCORDANCE
Soil amendments
*Slopes steeper than 3:1
Follow recommendations of soil tests or apply 2,000 Ib/acre ground
length and are not steeper than
agricultural limestone and 750 Iblacre 10-10-10 fertilizer.
4. SPREAD STRAW MULCH AT THE RATE OF
Mulch
*Slopes 3:1 or flatter
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
7 -days for slopes greater than
or a mulch anchoring tool. A disk with blades set nearly straight can be
SPREADING WITH JUTE NETTING INSTALLED AS
used as a mulch anchoring tool. APPLY ASPHALT TACK AT A RATE OF
*All other areas with slopes
400 GALLONS PER ACRE.
None (except for perimeters
Maintenance
UPSTREAM END OF THE CHANNEL AND UNROLL IT
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
DOWN GRADE. DO NOT STRETCH NETTING.
immediately following erosion or other damage.
Table 6.10c
Seeding mixture
Temporary Seeding
Species Rate (Ib/acre)
Recommendations for Fail
Rye (grain) 120
THAT THE STRAW IS HELD CLOSELY AGAINST THE
Seeding dates
SOIL. HOWEVER , DO NOT STRETCH THE NETTING
Mountains -Aug. 15 - Dec. 15
WHEN STAPLING.
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
8. NETTING STRIPS SHOULD BE JOINED TOGETHER
Soil amendments
ALONG THE SIDE WITH A 3 -INCH OVERLAP AND
Follow soil tests or apply 2,000 Iblacre ground agricultural limestone
STAPLED TOGETHER.
and 1,000 Ib/acre 10-10-10 fertilizer.
9. TO JOIN ENDS OF STRIPS, INSERT THE NEW ROLL OF
Mulch
NET IN A TRENCH AS WITH UPSLOPE END AND
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
OVERLAP IT 18 INCHES WITH THE PREVIOUSLY LAID
or a mulch anchoring tool. A disk with blades set nearly straight can be
UPPER ROLL. TURN UNDER 6 INCHES OF THE 18
used as a mulch anchoring tool. APPLY ASPHALT TACK AT A RATE OF
INCHES OVERLAP AND STAPLE EVERY 12 INCHES
400 GALLONS PER ACRE.
ACROSS THE END.
Maintenance
DITCH
Repair and refertilize damaged areas immediately. Topdress with 50
Iblacre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
EROSION CONTROL SED UENCE OF CONSTRUCTION
1) Ground Stabilization*
Site Area Description
Stabilization Time
Stabilization Time Frame
1. EXCAVATE THE CHANNEL AND RESTORE IT TO
Frame
Exceptions
*Perimeter dikes, swales,
7 days
None
ditches and slopes
*High Quality Water (HQW)
7 days
None
Zones
3. APPLY LIME, FERTILIZER AND SEED TO THE
CHANNEL AND ADJOINING AREAS IN ACCORDANCE
If slopes are 10' or less in
*Slopes steeper than 3:1
7 days
length and are not steeper than
4. SPREAD STRAW MULCH AT THE RATE OF
2:1, 14 days are allowed.
*Slopes 3:1 or flatter
14 days
7 -days for slopes greater than
SPREADING WITH JUTE NETTING INSTALLED AS
50 feet in length
*All other areas with slopes
14 days
None (except for perimeters
flatter than 4:1
UPSTREAM END OF THE CHANNEL AND UNROLL IT
and HQW Zones)
"Extensions of time may be approved by the permitting authority based on
weather or other site-specific conditions that make compliance impracticable."
(Section II.13(2)(b))
2"-Y
COARSE AGGREGATE
TEMPORARY CONSTRUCTION
ENTRANCEEEXIT
MAINTENANCE NOT TO SCALE
MAINTAIN THE GRAVEL PAD IN A COND177ON TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE CONS7RUCT70N SITE THIS MAY REQUIRE PERIODIC
TOPDRESSING WI7H 2 INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
COMPACTED SOIL
VIII
VIII-
-VIII-
2' MIN
6' TYPICAL
TEMPORARY DIVERSIONS
FLOW
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR 7HE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
7HE AREA PROTECTED 1S PERMANENTLY STABILIZED, REMOVE 7HE RIDGE AND 7HE
CHANNEL TO BLEND WITH 7HE NATURAL GROUND LEVEL AND APPROPRI47ELY
STABILIZE IT.
1. OBTAIN GRADING PERMIT.
2. BEFORE BEGINNING ANY LAND DISTURBING ACTIVITYTHE CONTRACTOR SHALL CONTACTJOHNSTON COUNTY UTILITIES,
(919-938-4717) TO SET UP A PRE -CONSTRUCTION MEETING.
3. BEGIN INSTALLATION OF EROSION CONTROL DEVICES PER PLANS AND DETAILS.
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SILT FENCING, TEMPORARY DIVERSIONS, AND WIRE I]
WASHED STONE OUTLETS IN SILT FENCE AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL
THESE DEVICES.
5. CALLJOHNSTON COUNTY UTILITIES FOR ON SITE INSPECTION AND CERTIFICATE OF COMPLIANCE.
6. BEGIN TO CLEAR AND GRUB SITE. DURING THE INITIAL CLEARING AND ROUGH GRADING STAGE, ENSURE THAT
STORMWATER IS ROUTED TO EXISTING MEASURES UNTIL THE PROPOSED DRAINAGE PATTERNS ARE ESTABLISHED.
MAINTAIN DEVICES AS NEEDED. INSTALL CHECK DAMS AND WATTLES AS SHOWN ON THE PLANS OR AS DIRECTED BY
THE ENGINEER.
7. GROUNDCOVER MUST BE APPLIED TO DISTURBED AREAS ACCORDING TO THE "GROUND STABILEATION" TABLE ON
THIS SHEET OR EC DETAIL SHEET (PER THE NEW STORMWATER RULES). STABILIDE SITE AS AREAS ARE BROUGHT UP TO
GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC.
8. CONTRACTOR SHALL USE THE SELF -INSPECTION PROGRAM AS DETAILED ON SHEET D1 ON A WEEKLY BASIS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE PERMANENTLY STABILIDED COMPLETELY WITH THICK
VEGETATION, CALL FOR INSPECTION (SEE NOTE 02 ABOVE).
10. IF SITE IS APPROVED, REMOVE SILT FENCING, REMOVE TEMPORARY DIVERSIONS, REMOVE WIRE 0 WASHED STONE
OUTLETS, REMOVE WATTLES, REMOVE CHECK DAMS THEN SEED 0 MULCH OR PAVE ANY RESULTING BARE AREAS. ALL
REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS SHOULD BE INSTALLED NOW.
11. WHEN THICK VEGETATION HAS BECOME PERMANENTLY ESTABLISHED, CALL FOR FINAL SITE INSPECTION (SEE NOTE 02
ABOVE).
New Self -Inspection Program for
Erosion and Sedimentation Control
Effective October 1, 2010, persons conducting land -disturbing
activities larger than one acre must inspect their project after each
phase of the project, and document the inspection in writing.
Does this only apply to projects approved after October 1, 2010?
No, it applies to both old and new projects.
Who can conduct the inspection? The financially responsible party, landowner
or their agent may conduct the inspection.
Is a special certification required to do the inspection? No
What is the goal of the self -inspection program? To make sure that the
approved erosion and sedimentation control plan is being followed, including the
installation and maintenance of measures, and the provision of ground cover in a timely
manner.
What has to be inspected? All of the erosion and sedimentation control
measures, including sedimentation control basins, sedimentation traps, sedimentation
ponds, rock dams, temporary diversions, temporary slope drains, rock check dams,
sediment fence or barriers, all forms of inlet protection, storm drainage facilities, energy
dissipaters, and stabilization methods of open channels must be inspected.
Do newly installed sedimentation control basins have to be
measured? Yes, the actual dimensions of the basins have to be checked, usually
with a tape measure, and compared to the dimensions on the approved plan.
Do newly installed sedimentation control basins have to be measured
by a Professional Land Surveyor? No. Generally the width and length of
basins can be measured with a tape measure. A level and survey rod may be useful in
checking the depth of a basin. Only relative elevations, comparing the bottom and top
elevations are necessary.
What is a significant deviation from the approved plan? A significant
deviation means an omission, alteration or relocation of an erosion or sedimentation
control measure that prevents the measure from performing as intended. If the
approved erosion and sedimentation control plan cannot be followed, a revised plan
should be submitted for review.
Does it require a special form? A "Self -Inspection Report for Land Disturbing
Activity as Required by NCGS 113A-54.1" is available for use. It can be completed by
hand or completed as an Excel spreadsheet. An alternative is to make notations on the
copy of the approved erosion and sedimentation control plan that is kept on the project
site. Rule 15A NCAC 04B. 0131 states that "... documentation shall be accomplished
by initialing and dating each measure or practice shown on a copy of the approved
erosion and sedimentation control plan or by completing, dating and signing an
inspection report that lists each measure, practice or device shown on the approved
erosion and sedimentation control plan."
Can I just use the NPDES Self -Monitoring Report? The NPDES Self -
Monitoring Report may only be used to report that the maintenance and repair
requirements for all temporary and permanent erosion and sedimentation control
measures, practices and devices have been performed.
When do the inspections have to be done? Unlike the NPDES Self -
Monitoring Report, the Self -Inspection Report for Land -Disturbing Activity does not have
to be weekly. Rather, this report is completed after each phase of the approved erosion
and sedimentation control plan is complete. Not every project will have all the possible
phases, but the list of phases includes the following:
Installation of perimeter erosion and sediment control measures;
Clearing and grubbing of existing ground cover;
Completion of any phase of grading of slopes or fills;
Installation of storm drainage facilities;
Completion of construction or development;
Establishment of permanent ground cover sufficient to restrain erosion.
Where do I mail the report? Do not mail the report. The records must be made
available to the erosion control inspector at the site. Any documentation of inspections
that occur on a copy of the approved erosion and sedimentation control plan shall occur
on a single copy of the plan and that plan shall be made available on the site. Any
inspection reports shall also be made available on the site.
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
SEE EROSION CONTROL LEGEND
FOR REQUIRED DITCH LININGS
1� D = 1.0' (MIN)
3 3
3'
SWALE SECTION
WHERE INDICATED IN PLAN VIEW
NOTES: 1. Construct outlet ditch according to specified grades or proposed contours when indicated on the plans. When grades
or proposed contours are NOT specified on plans; construct ditch using either of the following options:
i) Construct ditch at the minimum depth indicated above, maintaining the minimum depth while constructing
the ditch on a slope that mimics the natural terrain/topography. (Typically used when terrain has positive
slope in the direction of flow).; OR
ii) Construct ditch on a minimum 0.5% grade (1 % desirable), maintaining at least the minimum ditch depth.
(Typically used when terrain is flat or terrain slope is opposite the direction of flow - "bucking grade").
---Sometimes a combination of these two methods may be required along the entire length of the ditch.
2. Construct temporary diversion diches along permanent swales/ditches as needed during construction.
SWALE-TYPICAL SECTION
NOT TO SCALE
8' MAX. STANDARD STRENGTH FABRIC W/ WIRE FENCE
7C OR
nES
-.... �:. � ..,.: -... AL'bF16.'dh3E.:24
:JR�•1CH`'.:'.
FILTER
STANDARD TEMPORARY SILT FENCE
MAINTENANCE NOT TO SCALE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT
DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
7HE NEXT RAIN AND TO REDUCE PRESSURE ON 7HE FENCE. TAKE CARE
TO AVOID UNDERMINING 7HE FENCE DURING CLEANOUT. REMOVE ALL
FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE
AREA HAS BEEN PROPERTY STABILIZED.
/ 11
o�
>,S
Riprap
Headwall
Class B Riprap ` PipeInvert, 36'
pipe ax
Flow
Flow •?w
�s
Q.;
Natural Ground
Riprap Headwall, 1' min
r 1' 3' height from road shoulder
2' _ J.
e;
•
..
WON
Figure 6.55a Rock pipe inlet protection plan view and cross-section view
MAINTENANCE
INSPECT WIRE AND WASHED STONE INLE73 AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMED147ELY. REMOVE
SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
(APPROX 50% OUTLET COVERAGE) FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON 714E FENCE. TAKE CARE TO AVOID UNDERMINING THE INLET
DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBU71NG DRAINAGE AREA HAS BEEN PROPERTY STABILIZED.
ARC INLET PROTECTION
NOT TO SCALE
�- o
0
0
0 00000??
0 00
so 0
^ o
10 CQ0 Q� o
0 0
po 0 C4 0
5' METAL POSTS
2' INTO GROUND
STEEL FENCE POST
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
(18" MIN. AT FACE OF
HARDWARE CLOTH)
BURY WIRE FENCE AND HARDWARE CLOTH
u
e� 3' FILTER FABRIC
ON GROUND
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
FILTER FABRIC,y� I I
AND HARDWARE U
CLOTH IN TRENCH
WIRE AND WASHED STONE OUTLET
NOT TO SCALE
MAINTENANCE
JCE
INSPECT WIRE AND WASHED STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMED147ELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME (APPROX 509 OUTLET COVERAGE) FOR 714E NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE OUTLET DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING 7HE
AREA 70 GRADE AND STABILIZE IT AFTER 7HE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
TEMPORARY CHANNEL LINER
CONSTRUCTION SPECIFICATIONS
1. EXCAVATE THE CHANNEL AND RESTORE IT TO
ORIGINAL LINE AND GRADE. WHEN STAKING,
INDICATE A 0.2' OVERCUT AROUND THE CHANNEL
PERIMETER FOR SILTING AND BULKING.
_* 4
2. GRADE SOIL AWAY FROM CHANNEL SO THAT
4
SURFACE WATER MAY ENTER FREELY.
3. APPLY LIME, FERTILIZER AND SEED TO THE
CHANNEL AND ADJOINING AREAS IN ACCORDANCE
WITH THE VEGETATION PLAN.
4. SPREAD STRAW MULCH AT THE RATE OF
100LBS/1000 SQ.FT.
5. HOLD MULCH IN PLACE IMMEDIATELY AFTER
SPREADING WITH JUTE NETTING INSTALLED AS
SHOWN.
6. START LAYING THE NET FROM THE TOP OF THE
UPSTREAM END OF THE CHANNEL AND UNROLL IT
DOWN GRADE. DO NOT STRETCH NETTING.
7. BURY THE UPSOLE END AND STAPLE THE NET
EVERY 12 INCHES ACROSS THE TOP END, EVERY 3
FEET AROUND THE EDGES AND ACROSS THE NET SO
THAT THE STRAW IS HELD CLOSELY AGAINST THE
SOIL. HOWEVER , DO NOT STRETCH THE NETTING
WHEN STAPLING.
8. NETTING STRIPS SHOULD BE JOINED TOGETHER
ALONG THE SIDE WITH A 3 -INCH OVERLAP AND
STAPLED TOGETHER.
9. TO JOIN ENDS OF STRIPS, INSERT THE NEW ROLL OF
NET IN A TRENCH AS WITH UPSLOPE END AND
OVERLAP IT 18 INCHES WITH THE PREVIOUSLY LAID
UPPER ROLL. TURN UNDER 6 INCHES OF THE 18
INCHES OVERLAP AND STAPLE EVERY 12 INCHES
ACROSS THE END.
DITCH
LINER
GALVANIZED HARDWARD WIRE
EXTENDS TO TOP OF BOX
(3/8" MESH)
0
0
00 00 ° o
0 0
o
0
00 0--000 C\0 O \\6
# 57 WASHED STONE
INLET TEMPORARY PROTECTION
NOT TO SCALE
NOT TO SCALE
+4
4
STAKE AT 3' TO 5'
INTERVALS
�o
\ CHECK SLOT AT 25' INTERVALS
INTERMITTENT CHECK SLOT
MAINTENANCE
INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST
WEEKLY AND AFTER EACH SIGNIFICANT (1/2 /NCH OR GREATER) RAIN
FALL EVENT REPAIR IMMEDIATELY. GOOD CONTACT K17H 7HE GROUND
MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH 774E
RECP. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT 1N CLOSE
CONTACT W17H THE GROUND SHALL BE REPAIRED AND STAPLED. IF
EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, 7HE
PROBLEM SHALL BE FIXED AND 714E ERODED AREA PROTECTED. MONITOR
AND REPAIR 7HE RECP AS NECESSARY UN71L GROUND COINER 1S
ESTABLISHED.
EROSION CONTROL PLAN
APPROVED
BY JOHNSTON COUNTY
03/27/19
REVISED
8:29 am, May 02, 2019
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DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
N/A
VERTICAL SCALE
NIA
DATE
10/09/2018
JOB N0.
AH -
SHEET
D1

1.5 min,
9" min
12" of NCDOT #5 or #57
washed stone
Filter Cloth
l-Wrer cloth
Plan View
1.5'
}. r2' Max, at
�f i 4 center
Cross -Section View
Figure 6.83b Stone check dam stone should be placed over the channel banks to keep water from cutting around the
dam.
Maintenance Inspect check dams and channels at least weekly and after each significant (1/2
inch or greater) rainfall event and repair immediately. Clean out sediment,
straw, limbs, or other debris that could clog the channel when needed.
A PIPE (OR DITCH)
(d=15" OR 18")—
SQUARE PREFORMED
SCOUR HOLE (PSH)
(RIPRAP IN BASIN NOT
SHOWN FOR CLARITY)
Anticipate submergence and deposition above the check dam and erosion from
high flows around the edges of the dam. Correct all damage immediately. If
significant erosion occurs between dams, additional measures can be taken
such as, installing a protective riprap liner in that portion of the channel
(Practice 6.3 1, Riprap-line and Paved Channels).
Remove sediment accumulated behind the dams as needed to prevent damage
to channel vegetation, allow the channel to drain through the stone check dam,
and prevent large flows from carrying sediment over the dam. Add stones to
dams as needed to maintain design height and cross section.
CHECK DAM
NOT TO SCALE
W A
(STANDARD_
ROLL WIDTH) 41
PERMANENT SOIL
REINFORCEMENT MATTING
(PSRM). PSRM SHALL BE
SEEDED WITH VEGETATION
AT INSTALLATION.
Figure 4-2. Plan view: typical preformed scour hole layout and components
PIPE (OR DITCH) PSRM
(d-15" OR 18") INSTALL LEVEL AND
F�<< S FLUSH WITH NATURAL
��/a�c / DEPTH OF SCOUR HOLE GROUND
(1' MIN. - 3' MAX.)
NATURAL
INFLOW GROUND
LINER: CLASS B RIPRAP
WITH TYPE 2 FILTER FABRIC MIN. 1' TUCK
BASE
;WIDTH
Figure 4-3. Profile view: preformed scour hole cross section
NCDOT SCOUR HOLE DETAIL
NOT TO SCALE
Construction 11• place stone to the lines and dimensions shown in the plan on a filter fabric
foundation.
Specifications
2. Keep the center stone section at least 9 inches below natural ground level
where the dam abuts the channel banks.
3. Extend stone at least 1.5 feet beyond the ditch bank (Figure 6.83b) to keep
water from cutting around the ends of the check dam.
4. Set spacing between dams to assure that the elevation at the top of the
lower dam is the same as the toe elevation of the upper dam.
5. Protect the channel after the lowest check dam from heavy flow that could
cause erosion.
6. Make sure that the channel reach above the most upstream dam is stable.
7. Ensure that other areas of the channel, such as culvert entrances below the
check dams, are not subject to damage or blockage from displaced stones.
L = The distance such that points
A and B are of equal elevation
Figure 6.83a Space check dams in a channel so that the crest of downstream dam is at elevation of the toe of upstream dam.
EXAMPLE SCOUR HOLE
DESIGN CRITERIA SUMMARY
O The base of the scour hole is square (See Figure 4-3). The width is calculated
as follows:
Base width = 3 X Discharge pipe size
O Riprap must be Class B (d50 = 8 inches).
O Minimum width of the PSRM apron is the standard PSRM roll width.
13 PSRM must be tucked a minimum of 1 foot underneath the filter fabric and
natural ground around the perimeter of the scour hole.
O Scour hole must be installed in a flat area.
O Side slope for all four sides of the scour hole is 2:1.
O Minimum depth of the scour hole is 1 foot.
O Maximum depth of the scour hole is 3 feet.
PREFORMED SCOUR HOLE DESIGN
CULVERT
PIPE
DIAMETER
(I N)
Q -10YR (CFS)
BASE
WIDTH(FT)DEPTH
(FT)
STONE
CLASS
SD06
15
1.5
3.75x3.75
2
B
SD08
15
3.3
3.75x3.75
2
B
SD 10
15
4.1
3.75x3.75
2
B
SD15
18
6.3
4.5x4.5
2
B
SD 14
15
1.3
3.75x3.75
2
B
SD 16
15
1
3.75x3.75
2
B
I
ROVICE HIGH STRENGTH
_OuBLE STITCHED J
I YPE SDIVIS
SEWN Ch1
�r
SPOUT
HIGH STRENGTH
STRAPPING rOR
HOLDING HOSE
rt EAVY O UTY IN R LAC E
DIRTfSAG 55
OR EQUAL � WATER FLOW
FROM PUMP
OPENJNG rO
ACCOMODATE UP
TO 4 -INCH
DISCHARGE HOSE
NOTES:
.YMEIIT
(3=1N THICK NCDCIT NO.
57 TONE)
1. THE DEWATERING BAG SMALL BE MADE OF NON—WOVEN
GEQTEXTILE WITH A MIN. SURFACE AREA OF 225 SQUARE FEET
PER 9101E.
2. ALL STRUCTURAL SEALS SHALL BE SEWN WITH A DOUBLE
STITCH USING A DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH
THRI=AD.
I THE SEAM STRENGTH SHALL 'WITHSTAND 100 LB/JN USING ASTM
D-4884 TEST METHOD.
4, THE OEOTE TILE FABRIC SHALL BE A 10 'OZ NON --WOVEN
FABRIC.
5, DISCHARGE FROM THE OCNATEiRING BAG SHALL BE (DIRECTED
SUCH THAT PRE—DISTURBANCE HYDROLOGY IS NOT CHANGED.
DEWATERING BAG
NOT RELEASED FOR
CONSTRUCTION
REVISED
8:29 am, May 02, 2019
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KCB
DRAWN
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DCA
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NIA
VERTICAL SCALE
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DATE
10/09/2018
JOB NO.
AH -
SHEET
D2

Details Provided by APPIAN Consulting Engineers — www.aoCianenckeers.com
08/06/2010 — 10:30:39 AM Details Provided by APPIAN Consultinq Engineers — www.apDianencLreers.com
08/06/2010 — 10:30:30 AM Details Provided by APPIAN Consultinq Engineers — www,agpianengineers.com
08/06/2010 — 10:30:15 AM
CONTINUOUS LINES
TOWN of CLAYTON
10'-30'/SP SKIP LINE
2`-6'/SP MINI -SKIP LINE
zo
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SLIP RESISTANT WARNING SURFACE
ISOMETRIC VIEW
CONCRETE CURB
.
TOOLED SCORE sF rs\ °
MAXIMUM SLOPE = 12:1
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UNLESS OTHERWISEO SHOWN, USE 10'-30'/SP SKIPS FOR
SKIP SKIP
TYPICAL
(TINTED BATTLESHIP GRAY) Z
20'R = 3'-1 7/8"
H
LANE LINES AND CENTER LINES.
SEE NOTE 4 — VARIABLE SLOPE 25'R = 5-8 1/8" o
Q I`
EDGE LINE
d. d 'f pF Fpm �iFs
NOT TO EXCEED 12:1 30'R = 8'-5 3/4" w I}
USED FOR BICYCLE LANE LINES.
z (r = U
SEE NOTE 3 Z LL
10 30'
A��>>
�[mY�
PC OF
lifT
t 4 U U RETURN
® 4"16"
2 6
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e a d.°
d. .. •
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RADIUS CROSSWALK
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VARIES SEE DETAIL 405.03
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' SIDEWALK SIDEWALK :v
3'-3'/SP MINI -SKIP LINE
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1 °o°
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6' MINIMUM VARIES PER RADIUS OF
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
1 dr,
CURB RETURN
4"/6"
1/2" EXPANSION d:
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
—SIDEWALK—K-,!57 ..=; —SIDEWALK—
JOINT @ C&G
GORE LINE
l a i
4" THICK 6' MINIMUM
3' 9'
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CONC. SIDEWALK 2' U
8 112
1/2" EXPANSION
1/2" PREFORMED "ADA DETECTABLE L`
WHITE
JOINT��q
XcmEXPANSION
ASPHALT IMPREGNATED WARNING DEVICES" VERTICAL CURB
STRIP 12:1 MAXIMUM SLOPE �pAVEMENT
1 1/2"
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DIAGONAL LINE
SECTION A—A
_ —
—I i—I i 1-1-1 tl III—I 1 I—
�
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NOT TO SCALE
COMPACTED BACKFILL
(n
1/2" EXP. JOINT — — I— = I ill -
III-III=III-11
8" LESS THAN 45 MPH
(VARIES) SIDEWALK 6'-0" MIN, RAMP STD, DETAIL
SECTION A—A
402.01
NOT TO SCALE
TOOLED SCORE
ADA DETECTABLE 2 —0
48 WARNING DEVICES"
VARIES PER RADIUS OF CURB RETURN
RADIUS CROSSWALK
1 MAX- 12:1 MAXIMUM SLOPE
DEPRESSED CURB DEPRESSED CURB Li
1 /2' PREFORMED
VARIES SEE DETAIL 405.03
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ASPHALT 6' 0" 4 O" 6' 0" 6 0" 4 0" 6' 0"
III—I I 1=1I -1I -1 =E
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IMPREGNATED
EXPANSION STRIP MIN. MIN. V F
f;TOP
SIDEWALK- ' -SIDEWALK ::
—I I _ _ -
CURB
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UNDISTURBED SU13GRADE—
''—III—III—i � —
: • a ;
f Q
4" THICK CONCRETE SIDEWALK / RAMP 1/2" EXP. JOINT
,
VERTICAL CURB
Q
WHITE
SLOPE NOT TO GUTTER
:..
EXCEED — LINE
1CURB SECTION B B
—SIDEWALK—:=;• .: ;
DEPRESSED
SEE DETAIL 405.02
(2) 24"x 24" EJIW 7005PL6, CAST IRON TRUNCATED
DOME DETECTABLE WARNING PLATES OR APPROVED
(2) 24% 24" EJIW 7005PL6, CAST IRON
EQUAL. TO BE SET FLUSH WITH THE CONCRETE AND THE
TRUNCATED DOME DETECTABLE WARNING
ENTIRE SURFACE BETWEEN THE MAT AND CONCRETE P'
PLATES OR APPROVED EQUAL. TO BE SET
16"
GLUED WITH EPDXY CEMENT. (SEE NOTE 5)
FLUSH WITH THE CONCRETE AND THE ENTIRE
0 a J
WHITE
SURFACE BETWEEN THE MAT AND CONCRETE �` q tt•
a0
GLUED WITH EPDXY CEMENT. (SEE NOTE 5) 4 °
•
TOWN of CLAYTON
TOWN of CLAYTON
TOWN of CLAYTON
USE WMI TfIF TOWN of CLAYTON STANDARD SPECIFICATIONS ONLY
STOP OR TRANSVERSE BAt_j
-
ITSF WMI TIIF TOWN of CLAYTON STANDARD SPECFICATIONS ONLY
-.Pft% _
' r
USE WLTH TIiC; 'TOWN of CLAYTON STANDARD SPFCTFTCATTONS ONLY
TYPICAL WHEELCHAIR
SCALE:
not To Scalc
Dr. 5. #
, 405.01
TYPICAL WHEELCHAIR
SALE:
Not To Scale
DFT-5.tt
-40-5.02
TYPICAL WHEELCHAIR
$CALF
Not ToSade
,40-S. i
, 4Q5,0.3
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0
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RAMP SCHEMATICS
OF THE NORMAL LINE.
RAMP - TYPE I
RAMP - TYPE II
REVISION DATE:
SHEET#:
REVISION DATE::
SHEET#:
REVISION DA'I'S:
SHEET4:
July, 2010
1 of 1
July, 2010
1 of 2
July, 2010
1 of 2
CONTINUOUS LINES
TOWN of CLAYTON
10'-30'/SP SKIP LINE
2`-6'/SP MINI -SKIP LINE
zo
USF WMI TfIF TOWN of CLAYTONSTANDARD SPECFICATIONS ONLY
CONCRETE CURB
cn
DETAIL #
z 402.01
�
UNLESS OTHERWISEO SHOWN, USE 10'-30'/SP SKIPS FOR
SKIP SKIP
UNLESS OTHERWISED SHOWN, USE 2'-6'/SP MINI -SKIPS FOR
LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE
}
Q Q
H
LANE LINES AND CENTER LINES.
EXTENSIONS THROUGH INTERSECTIONS AND MINI -SKIPS
Q I`
EDGE LINE
USED FOR BICYCLE LANE LINES.
z (r = U
4"16"
10 30'
J O H
d Z
YELLOW OR WHITE
O C/7 _
® 4"16"
2 6
H U Q O=
YELLOW OR WHITE
¢ IO -I
LANE LINE
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WHITED
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Z H
3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
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ILLI
CENTER LINE
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
UNLESS OIHERWISED SHOWN, USE 3' -$'ISP MINI -SKIPS FOR
r
4"/6"
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
YELLOW
GORE LINE
3' 3
3' 9'
�
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8"112"
8 112
WHITE
WHITE
WHITE
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DIAGONAL LINE
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12” 45 MPH OR HIGHER
(n
8" LESS THAN 45 MPH
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8" TRANSVERSE
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24" LONGITUDINAL
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RxR LINE
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16"
0 a J
WHITE
a0
cc
STOP OR TRANSVERSE BAt_j
GENERAL NOTES:
1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL
OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
WHITE
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL
LINE.
SHEET 1 OF 2
1205.01
z
(V
STEEL DOME TOP, WELDED
TO TOP OF BOLLARD
REMOVABLE BOLLARD
(TYPICAL FOR ALL 3)
YELLOW REFLECTIVE TAPE,
3" WIDE AND 6" FROM 6 " HANDLE, ALIGN ON FRONT
TOP OF BOLLARD &BACK OF BOLLARD
3'-6"
LOCKING EYE,
WELDED TO BOLLARD
LOCKING EYE, WELDED
TO GROUND INSERT 4" FINISHED GRADE
°
1'-6» —----- I—rr
I'
5" DIAMETER
GROUND INSERT --'=—T.' 6"
3000 PSI
CONCRETE FOOTING
FRONT VIEW
STANDARD REMOVABLE BOLLARD
SHEET 1 OF 1
1/2"
RAD.
2' 6"
6" 2'-0"
z" n n n
2'-6" CURB AND GUTTER
•
TOWN of CLAYTON
USF WMI TfIF TOWN of CLAYTONSTANDARD SPECFICATIONS ONLY
CONCRETE CURB
SCALE:
Not To Scale
DETAIL #
z 402.01
�
GUTTER SECTIONS
REVISION
H
1[TE:
0
fTAND
1 o 2
..�
/-- 2.5"x1.5" TOP RAIL
RAILING POST
TOP OF FINISHED CONCRETE SLAB
SIDE MOUNT ANGLE SIZE
PER MANUFACTURER'S
REQUIREMENTS
THRU BOLT SIZE
PER MANUFACTURER'S
REQUIREMENTS
CONCRETE ANCHOR SIZE AND TYPE
PER MANUFACTURER'S REQUIREMENTS
—1.5"x1.5" MIDDLE RAILS
— 3/4"x3/4" PICKET (TYP.)
1.5"x1.5" BOTTOM RAIL
2"x2" RAIL POST
NOTE:
1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE
RAILING TO THE ENGINEER FOR APPROVAL PRIOR TO
INSTALLATION. THE RAILING SHOWN MAY BE MODIFIED
SO LONG AS IT MEETS OR EXCEEDS ADA/OSHA
REQUIREMENTS FOR RAILING SERVING THE PURPOSE
AS SHOWN AND MUST ALSO BE APPROVED BY THE
ENGINEER.
STEEL SAFETY RAILING AT CONCRETE HEADWALL
NOT TO SCALE
NOT RELEASED FOR
CONSTRUCTION
��..
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8:29 am, May 02, 2019
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DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
N/A
VERTICAL SCALE
NIA
DATE
10/09/2018
JOB NO.
AH—
SHEET
D3
4" Max Opening
4" Max Opening
8"
Max
4" Max Opening
RAILING POST
TOP OF FINISHED CONCRETE SLAB
SIDE MOUNT ANGLE SIZE
PER MANUFACTURER'S
REQUIREMENTS
THRU BOLT SIZE
PER MANUFACTURER'S
REQUIREMENTS
CONCRETE ANCHOR SIZE AND TYPE
PER MANUFACTURER'S REQUIREMENTS
—1.5"x1.5" MIDDLE RAILS
— 3/4"x3/4" PICKET (TYP.)
1.5"x1.5" BOTTOM RAIL
2"x2" RAIL POST
NOTE:
1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE
RAILING TO THE ENGINEER FOR APPROVAL PRIOR TO
INSTALLATION. THE RAILING SHOWN MAY BE MODIFIED
SO LONG AS IT MEETS OR EXCEEDS ADA/OSHA
REQUIREMENTS FOR RAILING SERVING THE PURPOSE
AS SHOWN AND MUST ALSO BE APPROVED BY THE
ENGINEER.
STEEL SAFETY RAILING AT CONCRETE HEADWALL
NOT TO SCALE
NOT RELEASED FOR
CONSTRUCTION
��..
CA R
rr4't04
etsS1
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REVISED
8:29 am, May 02, 2019
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DESIGN
KCB
DRAWN
KCB
CHECKED
DCA
HORIZONTAL SCALE
N/A
VERTICAL SCALE
NIA
DATE
10/09/2018
JOB NO.
AH—
SHEET
D3

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DATE
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JOB NO.
1
OF

ROY COOPER
.y
Governor
Kt��
MICHAEL S. REGAN
Secretary
WaterResources S. JAY ZIMMERMAN_
ENVIRONMENTAL QUALITY
Director
August 8, 2017
DWR #15-0539 v2
Johnston County
Donald C. Adams
1340 Old Drug Store Road
Garner, NC 27529
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN -RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Parkview Subdivision Phase 8-13
Dear Mr. Adams:
You have our approval for the impacts listed below for the purpose described in your
application dated June 12, 2017 and received by the Division of Water Resources (Division) on
June 15, 2017. These impacts are, covered by the attached Water Quality General Certification
Number 4092 and the conditions listed below. This certification is associated with the use of
Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers.
Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control,
Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following: additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC'02B .0506(b)(c) and 15A NCAC 02B
.0233(8)]
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section httPJ/portal.nedenr.org/web/wqlaps
1628 Mail Senice Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Parkview Subdivision Phase 8-13
DWR #15-00539 v2
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
S1 -Culvert
80 (linear feet)
0 (linear feet)
Buffers -Zone 1
C1 -Road Crossing
4749 (square feet)
0 (square feet)
C3 -Utility Corridor
0 (square feet)
742 (square feet)
C3 -Utility Corridor
642 (square feet)
0 (square feet)
C4 -Greenway Crossing
1538 (square feet)
0 (square feet)
Buffers -Zone Z*
C1 -Road Crossing
3280 (square feet)
0 (square feet)
C3 -Utility Corridor
0 (square feet)
631 (square feet)
C3 -Utility Corridor
1083 (square feet)
0 (square feet)
C4 -Greenway Crossing
821 (square feet)
0 (square feet)
*Buffer impacts for grading as depicted in the impact summary as C2 provided on June 15, 2017
are exempt impacts and do not require written authorization from the Division.
2. Stormwater Management Plan (SMP) Approval from Local Community Required
The stormwater management plan (SMP) must be approved by the Town of Clayton and
meet the requirements of this Certification. The SMP may not be modified without prior
written authorization from the Town of Clayton. [15A NCAC 02H .0506(b)(3)]
3. 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. [15A NCAC 02H .0501
and .0502]
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H.0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]

Parkview Subdivision Phase 8-13
DWR #15-00539 v2
401 AND BUFFER APPROVAL
Page 3 of 4
5. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 1506 by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601

Please send one (1) copy of the petition to DWR:
if sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR-DWR-401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Parkview Subdivision Phase 8-13
DWR #15-00539 v2
401 AND BUFFER APPROVAL
Page 4 of 4
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DEN R-DWR — 401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Stephanie
Goss at 919-791-4256 or [e-mail] if you have any questions or concerns.
2V
Danny Smith
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 4092
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Dr.,
Ste. 105; Wake Forest, NC 27597
DWR RRO 401/Riparian Buffer file
DWR 401 & Buffer Permitting Unit file
Jamie Guerrero, PNTA Environmental Consultants, 34 Castlewood Drive, Clayton, NC
27520

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National Flood Hazard Layer FI RMette
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SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
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Zone A. V. A99
SPECIAL FLOOD With BFE or Depth Zone AE. A0. AH. VE. AR
HAZARD AREAS Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile Zone
WI Future Conditions 1% Annual
Chance Flood Hazard zonex
Area with Reduced Flood Risk due to
ITHER AREAS OF Levee. See Notes. Zone x
FLOOD HAZARD Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zone x
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard Zone D
GENERAL ---- Channel, Culvert, or Storm Sewer
STRUCTURES 1 1 1 1 1 1 1 Levee, Dike, or Floodwall
a ios Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
o- — — Coastal Transect
—513. Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
-- --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available N
No Digital Data Available
MAP PANELS Unmapped
9 The pin displayed on the map is an approximate
lrpoint selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 7/29/2019 at 11:46:18 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.