20201285 Ver 1_ePCN Application_20220413

t i
Division of Wader Resources
Pre-Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13,2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
• Yes
No
Is this project a public transportation project?*
O Yes ® No
Change only if needed.
Pre-Filing Meeting Date Request was submitted on:
BIMS#Assigned* Version#*
20201285 1
Is a payment required for this project?*
O No payment required
0 Fee received Reviewing Office*
O Fee needed-send electronic notification Raleigh Regional Office-[phone]
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
Information for Initial Review
1a.Name of project:
Arbor Creek-Middle Creek Greenway
1a.Who is the Primary Contact?*
Matt Beard,Park Planner,Town of Holly Springs
lb.Primary Contact Email:* 1c.Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
4/13/2022
Nearest Body of Water
Middle Creek
Basin
Neuse
Water Classification
C
Site Coordinates
Latitude: Longitude:
35.667619 -78.816937
A. Processing Information C^)
County(or Counties)where the project is located:
Wake
Is this a NCDMS Project
0 Yes ONo
Is this project a public transportation project?*
0 Yes ® No

la.Type(s)of approval sought from the Corps:
O Section 404 Permit(wetlands,streams and waters,Clean Water Act)
❑ Section 10 Permit(navigable waters,tidal waters,Rivers and Harbors Act)
Has this PCN previously been submitted?*
O Yes
OO No
lb.What type(s)of permit(s)do you wish to seek authorization?
e Nationwide Permit(NWP)
O Regional General Permit(RGP)
O Standard(IP)
1c.Has the NWP or GP number been verified by the Corps?
O Yes 0No
Nationwide Permit(NWP)Number: 14-Linear transportation
NWP Numbers(for multiple NWPS):
1d.Type(s)of approval sought from the DWR:
pO 401 Water Quality Certification-Regular 0 401 Water Quality Certification-Express
O Non-404 Jurisdictional General Permit O Riparian Buffer Authorization
O Individual 401 Water Quality Certification
le.Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: 0 Yes O No
For the record only for Corps Permit: 0 Yes O No
If.Is this an after-the-fact permit application?*
O Yes O No
1g.Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts?
O Yes O No
1g.Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts?
O Yes O No
1 h.Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j.Is the project located in a designated trout watershed?
O Yes ONo
B. Applicant Information C")
Id.Who is applying for the permit?
OO Owner 0 Applicant(other than owner)
1e.Is there an Agent/Consultant for this project?*
O Yes 0No
2.Owner Information
2a.Name(s)on recorded deed:
Matt Beard,Park Planner,Town of Holly Springs
2b.Deed book and page no.:
2c.Contact Person:
2d.Address
Street Address
128 S.Main Street
Address Line 2
City State/Province/Region
Holly Springs NC
Postal/Zip Code Country
27540 USA

2e.Telephone Number: 2f.Fax Number:
[phone]
2g.Email Address:*
[e-mail]
4.Agent/Consultant(if applicable)
4a.Name:
Anna Reusche,PWS
4b.Business Name:
SEPI Inc.
4c.Address
Street Address
One Glenwood Avenue
Address Line 2
Suite 600
City State/Province/Region
Raleigh NC
Postal/Zip Code Country
27603 USA
4d.Telephone Number: 4e.Fax Number:
[phone]
4f.Email Address:*
[e-mail]
C. Project Information and Prior Project History 0
1.Project Information
1 b.Subdivision name:
(if appropriate)
1c.Nearest municipality/town:
Holly Springs
2.Project Identification
2a.Property Identification Number: 2b.Property size:
See attached map 146.5
2c.Project Address
Street Address
Sunset Lake Road
Address Line 2
City State/Province/Region
Holly Springs North Carolina
Postal/Zip Code Country
27540
3.Surface Waters
3a.Name of the nearest body of water to proposed project:*
Middle Creek
3b.Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s)is your project located in?*
Neuse
3d.Please provide the 12-digit HUC in which the project is located.
030202010901
4. Project Description and History
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 project study area consists of forested areas along a large stream feature,Middle Creek,portions of an existing greenway and boardwalk as well as an existing sewer line easement.
The surrounding area consists of single-family residential subdivisions including Arbor Creek,Bridgewater,Woodcreek and Sunset Ridge.

4b.Have Corps permits or DWR certifications been obtained for this project(including all prior phases)in the past?*
0 Yes O No 0 Unknown
4f.List the total estimated acreage of all existing wetlands on the property:
68.31
4g.List the total estimated linear feet of all existing streams on the property:
18,330
4h.Explain the purpose of the proposed project:*
The proposed greenway is intended to serve residents of the directly adjacent Arbor Creek,Bridgewater,Woodcreek and Sunset Ridge residential subdivisions as well as the overall
community.
4i.Describe the overall project in detail,including indirect impacts and the type of equipment to be used:*
The approximate 146.5-acre project study area begins immediately south of Sunset Lake Road and extends approximately 2 miles south southeast to the terminus,north of Holly Springs
Road.The proposed project is located south of Sunset Lake Road in Holly Springs in Wake County,North Carolina.The coordinates of 35.667619°,-78.816937°generally correspond to
the center of the site.The project study area consists of forested areas along a large stream feature,Middle Creek,adjacent to a sewer line easement.
5.Jurisdictional Determinations
5a.Have the wetlands or streams been delineated on the property or proposed impact areas?*
• Yes No Unknown
Comments:
A PJD was received from the USACE via email on August 19,2020.Subsequently an additional 10
acres was added to the study area.A PJD request for the additional study area is included with the
PCN.
5b.If the Corps made a jurisdictional determination,what type of determination was made?*
O Preliminary 0 Approved 0 Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW-2020-00572
5c.If 5a is yes,who delineated the jurisdictional areas?
Name(if known): Anna Reusche,PWS
Agency/Consultant Company: SEPI,Inc.
Other:
5d.List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE email jurisdictional determination received 8/19/2020
NCDEQ Buffer determination(NBRRO#20-098)received 4/16/2020
6.Future Project Plans
6a.Is this a phased project?*
0 Yes ® 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?
D. Proposed Impacts Inventory 0
1. Impacts Summary
1a.Where are the impacts associated with your project?(check all that apply):
O✓ Wetlands s Streams-tributaries O✓ Buffers
O Open Waters 0 Pond Construction
2.Wetland Impacts
2a.Site#*(?) 2a1 Reason(?) 2b.Impact type*(?) 2c.Type of W.* 2d.W.name 2e.Forested* 2f.Type of Jurisdicition*2g.Impact
(?) area*
1(WA-1) Paved Greenway P Bottomland Hardwood Forest WA Yes Both 0.030
(acres)
2(WA-1) Paved Greenway P Bottomland Hardwood Forest WA Yes Both 0.001
(acres)
3(WA-1) Paved Greenway P Bottomland Hardwood Forest WB Yes Both 0.040
(acres)
4A(WA-2) Paved Greenway P Bottomland Hardwood Forest WD Yes Both 0.150
(acres)

4B(WA-2) Paved Greenway P Bottomland Hardwood Forest WJ Yes Both 0.010
(acres)
5(WA-3) Paved Greenway P Bottomland Hardwood Forest WJ Yes Both 0.060
(acres)
6(WA-4) Greenway/Culvert P Bottomland Hardwood Forest WJ Yes Both 0.470
(acres)
7(WA-5) Paved Greenway P Bottomland Hardwood Forest WJ Yes Both 0.004
(acres)
8(WA-5) Paved Greenway P Bottomland Hardwood Forest WJ Yes Both 0.010
(acres)
9(WA-5) Paved Greenway P Bottomland Hardwood Forest WJ Yes Both 0.001
(acres)
10(WA-6) Boardwalk P Bottomland Hardwood Forest WJ Yes Both 0.110
(acres)
1(WA-1) Remove Boardwalk T Bottomland Hardwood Forest WJ Yes Both 0.263
(acres)
2g.Total Temporary Wetland Impact 2g.Total Permanent Wetland Impact
0.263 0.886
2g.Total Wetland Impact
1.149
21.Comments:
All crossing are single and complete.Three crossings exceed 0.10 of and acre.
There will be no indirect loss of wetlands due to culverts.
3.Stream Impacts
3a.Reason for impact(?) 3b.lmpact type* 3c.Type of impact* 3d.S.name* 3e.Stream Type* 3f.Type of 3g.S.width 3h.Impact
(?) Jurisdiction* length*
Si Greenway Crossing Permanent Culvert SB Perennial Both 3 22
Average(feet) (linear feet)
S2 Greenway Crossing Permanent Rip Rap Fill SB Perennial Both 4 18
Average(feet) (linear feet)
S3 Greenway Crossing Permanent Culvert SAA Intermittent Both 3 22
Average(feet) (linear feet)
S4 Greenway Crossing Permanent Rip Rap Fill SAA Intermittent Both 3 33
Average(feet) (linear feet)
S5 Greenway Crossing Permanent Culvert SG Perennial Both 4 30
Average(feet) (linear feet)
S6 Greenway Crossing Permanent Rip Rap Fill SG Perennial Both 4 21
Average(feet) (linear feet)
S7 Greenway Crossing Permanent Culvert SI Intermittent Both 3 17
Average(feet) (linear feet)
S8 Greenway Crossing Permanent Rip Rap Fill SI Intermittent Both 3 6
Average(feet) (linear feet)
S9 Greenway Crossing Permanent Culvert SK Perennial Both 4 16
Average(feet) (linear feet)
S10 Greenway Crossing Permanent Rip Rap Fill SK Perennial Both 4 12
Average(feet) (linear feet)
3i.Total jurisdictional ditch impact in square feet:
0
3i.Total permanent stream impacts: 3i.Total temporary stream impacts:
197 0
3i.Total stream and ditch impacts:
197
3j.Comments:
All crossing are single and complete.No individual crossing exceeds 150'
6. Buffer Impacts (for DWR)

6a.Project is in which protect basin(s)?
Check all that apply.
pO Neuse a Tar-Pamlico
O Catawba 0 Randleman
0 Goose Creek 0 Jordan Lake
O Other
6b.Impact Type 6c.Per or Temp 6d.Stream name 6e.Buffer mitigation required? 6f.Zone 1 impact 6g.Zone 2 impact
(BA-1)Allowable Upon Authorization P SB No 5,047 2,278
(BA-2)Allowable Upon Authorization P SB1 No 5,316 3,913
(BA-3)Allowable Upon Authorization P SAA No 2,858 1,139
(BA-4)Allowable Upon Authorization P SG No 3,161 1,452
(BA-5)Allowable Upon Authorization P SA No 4,916 8,191
(BA-6)Allowable Upon Authorization P SA No 13,825 8,100
(BA-7)Allowable Upon Authorization P SA No 12,810 8,908
(BA-8)Allowable Upon Authorization P SI No 2,774 2,844
(BA-8)Construction Access T SI No 1,778 1,079
(BA-9)Allowable Upon Authorization P SJ No 1,797 1,203
(BA-10)Allowable Upon Authorization P SK No 2,461 1,790
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 1,778.00 1,079.00
Zone 1 Zone 2
Total Permanent impacts: 54,965.00 39,818.00
Zone 1 Zone 2
Total combined buffer impacts: 56,743.00 40,897.00
6i.Comments:
E. Impact Justification and Mitigation C^U
1.Avoidance and Minimization
1a.Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The applicant requested a detailed delineation of streams and wetlands within the proposed project boundaries prior to finalizing the plan to ensure the
limitation of impacts of the natural environment.Following the delineation,the proposed grading and disturbance limits were shifted in places to minimize
impacts to the wetlands,streams and buffers.
The proposed project was designed to maintain existing drainage patterns and avoid impacts to Middle Creek and its tributaries in the project area.The
configuration of the proposed path avoids impacts to the main stem of Middle Creek and reduces the number of crossings as well as the length of each
crossing(<150 LF).Crossings were designed at a perpendicular angle and pipe end walls were used to further reduce the length of each crossing.All
bridge supports proposed for Middle Creek crossings will be outside of the tributary top of bank.Where boardwalks are proposed to cross tributaries,
they span the entire stream channel,and the supports are located
To avoid temporary stream impacts on streams,the project includes the installation and use of a temporary bridge to span the channel in its entirety.
For the proposed wetland crossings,equalization pipes will be utilized so that water can back up and migrate through the pipes as needed depending on
the wetland the pipe arrangement varies from a single pipe to a system of quad pipes.As such no secondary or indirect losses are anticipated to result
from the wetland crossings.
A section of existing boardwalk through a wetland will be removed.Vegetation within the area will be allowed to revegetate naturally.Also,the area
within LOD but outside of trail shoulder will be allowed to revegetate naturally
1 b.Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Prior to construction,the contractor will install watershed fencing to delineate approved working limits.Temporary silt fencing,wattles and dewatering
devices will be installed to treat runoff from the work area.All impacted areas will be restored to the pre-construction conditions including stabilization of
the slopes and other disturbed areas.The contractor will maintain erosion and sedimentation control measures until groundcover or vegetation is well
established.
Vegetation will be re-established in areas where the existing boardwalk is being removed.

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?
• Yes No
2c.If yes,mitigation is required by(check all that apply):
• DWR s Corps
2d.If yes,which mitigation option(s)will be used for this project?
• Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation
3.Complete if Using a Mitigation Bank
3a.Name of Mitigation Bank:
EBX-Neuse sponsored Neu-Con Wetland&Stream Umbrella Mitigation Bank
3b.Credits Purchased/Requested(attach receipt and letter)
Type: Quantity:
Riparian wetland 1.43
3c.Comments
Wetland mitigation credits have been requested for those sites that exceed 0.10 acre including sites 4a(WA-2),6(WA-4)and 10(WA-6).A ratio of 2:1 is
assumed for wetlands.
6. Buffer mitigation (State Regulated Riparian Buffer Rules)-required by DWR
6a.Will the project result in an impact within a protected riparian buffer that requires buffer mitigation?If yes,you must fill out this entire form-please contact DWR for more information.
O Yes O No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1 a.Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes O No
What type of SCM are you providing?
❑ Level Spreader
O Vegetated Conveyance(lower SHWT)
O Wetland Swale(higher SHWT)
O Other SCM that removes minimum 30%nitrogen
ci Proposed project will not create concentrated stormwater flow through the buffer
2.Stormwater Management Plan
2a.Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
Yes • No
2b.Does this project meet the requirements for low density projects as defined in 15A NCAC 02H.1003(2)?
• Yes 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?*
O Yes O 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)?*
Yes O No
3.Cumulative Impacts(DWR Requirement)

3a.Will this project result in additional development,which could impact nearby downstream water quality?*
O Yes O No
3b.If you answered"no,"provide a short narrative description.
the project is intended to serve existing neighborhoods and no further development is anticipated to occur as a result of the project.In order to prevent
the potential for secondary impacts,all erosion and sedimentation control practices,including the application of silt fences and erosion control matting,
will be constructed and maintained according to the standards and specifications of the current North Carolina Erosion and Sediment Control Planning
and Design Manual.
4.Sewage Disposal (DWR Requirement)
4a.Is sewage disposal required by DWR for this project?*
O Yes 0No ® N/A
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?*
• Yes No
5b.Have you checked with the USFWS concerning Endangered Species Act impacts?*
O Yes C• No
5d.Is another Federal agency involved?*
O Yes O No Unknown
5e.Is this a DOT project located within Division's 1-8?
O Yes 0No
5f.Will you cut any trees in order to conduct the work in waters of the U.S.?
O Yes 0No
5g.Does this project involve bridge maintenance or removal?
O Yes 0No
5h.Does this project involve the construction/installation of a wind turbine(s)?*
O Yes 0No
5i.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.?
Yes • No
5j.What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Information Planning and Consultation(IPaC)tool and species specific surveys.
6. Essential Fish Habitat(Corps Requirement)
6a.Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No
6b.What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA EFH mapper
https://www.habitatnoaa.gov/application/efhmapper/index.ht
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?*
O Yes a No
7b.What data sources did you use to determine whether your site would impact historic or archeological resources?*
Concurrence received from SHPO and attached
8. Flood Zone Designation (Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain?*
O Yes No
8b.If yes,explain how project meets FEMA requirements:
Parts of this project are located within a Federal Emergency Management Agency(FEMA)regulated flood plain will require a Conditional Letter of Map
Revision from FEMA.The project has been coordinated with appropriate state and local officials and FEMA to assure compliance with FEMA,state,and
local floodway regulations.A proposed model incorporates the project's physical changes and new riverine structures that are the basis of the revision
request.The proposed model ties-in with the effective floodplain model upstream and downstream of the project area.The model was produced in
accordance with FEMA guidelines and the results have been provided to FEMA for review and approval.
8c.What source(s)did you use to make the floodplain determination?*
FIRM 3720065900J 5/2/206
Miscellaneous

Please use the space below to attach all required documentation or any additional information you feel is helpful for application review.Documents should be combined into one file when
possible,with a Cover Letter,Table of Contents,and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Arbor Creek Final Permit Package_04-13-2022.pdf 158.48MB
DWR Pre-Filing Meeting Request Form.pdf 51.32KB
DEQ PreFiling Response.pdf 89.48KB
File must be PDF or KMZ
Comments
Signature
O By checking the box and signing below,I certify that:
• The project proponent hereby certifies that all information contained herein is true,accurate,and complete to the best of my knowledge and belief';and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• 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:
Anna Reusche
Signature
Date
4/13/2022

DWR Pre-Filing Meeting Request Form
NORTH CA:iOL INA
6nrtrnnfnerrfal Qualify
Contact Name* Bob Lepsic
Contact Email Address* [e-mail]
Project Owner* Town of Holly Springs
Project Name* Arbor Creek Greenway Project
Project County* Wake
Owner Address:* Street Address
Town of Holly Springs
Address Line 2
PO Box 8
City State/Rovince/Region
Holly Springs NC
Ebstal/Zip Code Country
27540 United States
Is this a transportation project?* C Yes f• No
Type(s)of approval sought from the DWR:
rJ 401 Water Quality Certification- I— 401 Water Quality Certification-
Regular Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
Yes r No
Please list all existing project ID's associated with this projects.*
NBRRO#20-098; SAW-2020-00572
Do you know the name of the staff member you would like to request a meeting with?
No
Please give a brief project description below.*
The Town of Holly Springs wants to construct a greenway within the
easement south of Sunset Lake Road and north of Holly Springs Road.
The approximately 136-acre project study area consists of forested areas
along a large stream feature, Middle Creek,adjacent to a sewer-line
easement.
Please give a couple of dates you are available for a meeting.

Please attach the documentation you would like to have the meeting about.
20200423142712049.pdf 1.28MB
Arbor Creek NRTR.pdf 4.6MB
pdf only
By digitally signing below,I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty-day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty-day clock has expired,and you can submit an
application.
Signature*
„?...aogre Qekeca.iG
Submittal Date 9/24/2020

Anna Reusche
From: [e-mail]
Sent: Sunday, October 25, 2020 12:00 AM
To: Bob Lepsic
Cc: [e-mail]
Subject: Pre-Filing Meeting is not needed for Arbor Creek Greenway Project - 20201285 Ver 1
The North Carolina Division of Water Resources has received the Pre-Filing Meeting Request Form for Arbor Creek
Greenway Project that you submitted on 9/24/2020 4:39 PM.The ID number for that project is 20201285, Version 1.
It has been decided that no meeting is needed for this project.
Project file link: https://edocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1304091
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
1

RALEIGH: 1 GLENWOOD AVENUE,SUITE 600, RALEIGH, NC 27603
I OFFICE: 919.789.9977/FAX:[phone] /WWW.SEPIINC.COM
April 13, 2022
RE: Arbor Creek Greenway Project,Town of Holly Springs,Wake County,NC
Dear Sir/Madam,
On behalf of the Town of Holly Springs, SEPI Inc. (SEPI) submits this Preconstruction Notification (PCN)
form for impacts to Waters of the U.S. associated with the proposed Arbor Creek Greenway Project. The
purpose of this letter is to request approval for a Section 404 Nationwide Permit 14 and corresponding Section
401 General Water Quality Certification (No. 4135). The following is intended to summarize information
provided in the corresponding PCN and assist you in your review.In addition to this cover letter,the following
has been included to assist your review:
• Attachment A—Agent Authorization
• Attachment B—USACE PM Concurrence and Modification Request Information
• Attachment C—Riparian Buffer Determination
• Attachment D—Aquatics Survey Report
• Attachment E—Wetland, Stream and Buffer Impact Drawings
• Attachment F—Construction Drawings
• Attachment G—SHPO Scoping Response Letter
• Attachment H—Mitigation Statement of Availability Letter
Purpose and Need
The proposed greenway is intended to serve residents of the directly adjacent Arbor Creek, Bridgewater,
Woodcreek and Sunset Ridge residential subdivisions as well as the overall community.
Project Description
The approximate 146.5-acre project study area begins immediately south of Sunset Lake Road and extends
approximately 2 miles south southeast to the terminus,north of Holly Springs Road. The proposed project is
located south of Sunset Lake Road in Holly Springs in Wake County,North Carolina. The coordinates of
35.667619°,-78.816937°generally correspond to the center of the site. The project study area consists of
forested areas along a large stream feature(Middle Creek)adjacent to a sewer line easement.
Resource Status
Water resources in the study area are part of the Upper Neuse River basin [U.S. Geological Survey(USGS)
Hydrologic Unit Code 03020201. All surface water in the project study area flow to Middle Creek. Streams
01) 00

S= 7I
in the project area are subject to State's Neuse Riparian Buffer rules. Eighteen jurisdictional streams, eleven
wetland features, and one pond/open water feature.
Regulatory Approvals
Environmental due-diligence for the project study area has been completed. and a Preliminary Jurisdictional
Determination was submitted to the U.S.Army Corps of Engineers April 4,2020. A site visit was performed
by George Phillips, USACE Wilmington District-Raleigh Field Office on June 4, 2020. Verification of the
PJD was received via email on August 19,2020(SAW-2020-0572).
An additional 10 acres was added to the study area in September 2020. The coordinates of 35.66778°,-
78.820258°generally correspond to the center of the additional area(Attachment B—Figure 2).Wetland WJ
was expanded approximately 1.7-acres. In addition, an intermittent stream, SAA,was also added.As such a
modification of the PJD is requested.Additional information needed for the PJD modification(i.e.revised
ORM table,figures,and additional data forms)are included in Attachment B.
As stated above, water resources in the study area are part of the Upper Neuse River basin and, as such, are
subject to the Neuse River Buffer Rules as regulated by NCDWR. A Riparian Buffer Determination(NBRO
#20-098)was received for the project on April 16,2020, as provided in Attachment B.
Stream SAA, identified in the additional assessment area, is shown on both the USGS topographic mapping
and NRCS Soil Survey for the area. This feature will also,therefore,be subject to the Neuse Buffer Rules.
Federally Protected Species
As of June 17,2021,the United States Fish and Wildlife Service(USFWS)lists six federally protected species
for Wake County(Table 1).
Table 1. Federally protected species listed for Wake County.
Scientific Name Common Name Federal Habitat Biological
Status Present Conclusion
Eicoides borealis Red-cockaded E Y MA-NLLA
woodpecker
Alasmidonta heterodon Dwarf E MA-NLAA
wedgemussel
Noturus furiosus Carolina E MA-NLAA
madtom
Necturus lewisi Neuse River l MA-NLAA
Waterdog
Elliptio lanceolata Yellow lance T Y MA-NLAA
Rims michauxii Michaux's E No Effect
sumac
E-Endangered
T—Threatened
MA-NLAA—May Affect,Not Likely to Adversely Affect
0 �_ QUtsit) UUOOO (JO20

Aquatic surveys were conducted for the project study area in December 2020 by a permitted aquatic biologist,
Chris Sheats(Permit# 19-ES00558).The survey efforts resulted in no observations of Neuse River waterdog,
Carolina madtom, dwarf wedgemussel,Atlantic pigtoe, green floater, Tar River spinymussel or yellow lance
individuals within Middle Creek or its unnamed tributary.Based on the distances to known occurrences of the
target species and the results of these surveys, the project may affect but will not adversely affect the target
species. Critical habitat is not identified within the study area therefore the project will have no effects on
critical habitat for any listed aquatic species.
In addition, surveys were conducted for Michaux's sumac on June 3,2020,during the USFWS recommended
survey window. Potential habitat for Michaux's sumac is located at the southern end of the study area where
it follows a maintained powerline and Sunset Fairways Drive. No individuals were identified. NHP records
generated on February 27, 2020 document occurrences of Michaux's sumac within one-mile of the project
study area.
The eastern tiger salamander (Ambystoma tigrinum) is a state threatened animal species that has been
documented within the study area.Tiger salamanders use ephemeral ponds for breeding and moist upland area
for their burrows.In the late-winter or early-spring,they migrate from their burrows to the breeding sites.Tiger
salamanders feed mostly at night,catching prey in and around their burrows rather than foraging for food.
In an effort to reduce the potential impacts to the tiger salamander population, Section 10.05 of the Town's
Engineering Design and Construction Standards will be implemented during the construction of the project.
These standards specifically address work that occurs in the area upstream of Holly Springs Road. Other
measures will include:
• Land disturbance in habitat area will be minimized and carefully designed to avoid impact to suitable
breeding pools.
• Logs from construction in preserve shall be left on the ground to enhance habitat.
Virginia least trillium(Trillium pusillum var.virginianum)is a state endangered plant species identified within
the study area by SEPI biologists. This is a new population for Wake County, with only one other known
population within the county.Virginia least trillium prefers mesic to swampy hardwood forests in low alluvial
woodlands. Flowering occurs in March-April. Seeds are disbursed mainly by ants and yellow jackets and
wasps. Seeds require two winters and one summer to break dormancy, generally 1.5—2 years. In an effort to
reduce the potential impacts to Virginia least trillium populations, the land disturbance and greenway path
construction will be designed to avoid the identified population.
Cultural Resources
NC Department of Natural and Cultural Resources - State Historic Preservation Office conduced a review of
the project and had no comments.A copy of the scoping comment response letter is included in the attachment.
Impacts to Jurisdictional Resources and Mitigation Summary
Proposed permanent impacts to jurisdictional areas total 197 linear feet of permanent stream impacts from
stream crossings. These crossings are single and complete and no individual crossing is over 150 feet. There
is 0.87-acres of permanent wetland impacts resulting from wetland crossings proposed for the greenway.Each
of these crossing is single and complete and only three exceed 0.10 acres. There are 0.263-acres of temporary
impacts that will result from the existing boardwalk removal.
Ou1OOOOOOOOO J3Q

In addition, permanent impacts proposed to the riparian buffers total 54,427 square feet in the Zone 1 and
39,335 square feet in Zone 2.Temporary impacts to Zone 1 are 1,778 square feet and 1,079 square feet in Zone
2.
Based on the amount and type of impacts, compensatory mitigation is required and will be purchased through
a private mitigation bank.Wetland mitigation credits have been requested for those sites that exceed 0.10 acre
including sites 4a(WA-2),6(WA-4)and 10(WA-6).A ratio of 2:1 is assumed for wetlands for a total of 1.43
credits.A statement of availability letter has been obtained and a copy is included in Attachment I.
Avoidance and Minimization
The applicant requested a detailed delineation of streams and wetlands within the proposed project boundaries
prior to finalizing the plan to ensure the limitation of impacts of the natural environment. Following the
delineation, the proposed grading and disturbance limits were shifted in places to minimize impacts to the
wetlands,streams and buffers.
The proposed project was designed to maintain existing drainage patterns and avoid impacts to Middle Creek
and its tributaries in the project area. The configuration of the proposed path avoids impacts to the main stem
of Middle Creek and reduces the number of crossings as well as the length of each crossing (<150 LF).
Crossings were designed at a perpendicular angle and pipe end walls were used to further reduce the length of
each crossing. All bridge supports proposed for Middle Creek and other tributaries crossings will be outside
of the tributary top of bank. Where boardwalks are proposed to cross tributaries, they span the entire stream
channel, and the supports are located to avoid temporary stream impacts on streams, the project includes the
installation and use of a temporary bridge to span the channel in its entirety. For the proposed wetland
crossings,equalization pipes will be utilized so that water can back up and migrate through the pipes as needed
depending on the wetland the pipe arrangement varies from a single pipe to a system of quad pipes. As such
no secondary or indirect losses are anticipated to result from the wetland crossings.
A section of existing boardwalk through a wetland will be removed.Vegetation within the area will be allowed
to revegetate naturally. Also, the area within LOD but outside of trail shoulder will be allowed to revegetate
naturally
Avoidance During Construction:
Prior to construction, the contractor will install watershed fencing to delineate approved working limits.
Temporary silt fencing,wattles and dewatering devices will be installed to treat runoff from the work area.All
impacted areas will be restored to the pre-construction conditions including stabilization of the slopes and
other disturbed areas. The contractor will maintain erosion and sedimentation control measures until
groundcover or vegetation is well established.
Secondary Impacts:
In order to prevent the potential for secondary impacts, all erosion and sedimentation control practices,
including the application of silt fences and erosion control matting, will be constructed and maintained
according to the standards and specifications of the current North Carolina Erosion and Sediment Control
Planning and Design Manual.
0 � __ JU0000OOO 4 )

FEMA Requirements
Parts of this project are located within a Federal Emergency Management Agency (FEMA)regulated flood
plain will require a Conditional Letter of Map Revision from FEMA. The project has been coordinated with
appropriate state and local officials and FEMA to assure compliance with FEMA, state, and local floodway
regulations. A proposed model incorporates the project's physical changes and new riverine structures that
are the basis of the revision request. The proposed model ties-in with the effective floodplain model upstream
and downstream of the project area. The model was produced in accordance with FEMA guidelines and the
results have been provided to FEMA for review and approval.
Please do not hesitate to contact Anna Reusche, PWS at(919) 816-7745 or [e-mail] with any
questions or comments regarding the attached application.
Sincerely,
Anna Reusche, PWS
SEPI,Inc.

sRALEIGH: 1 GLENWOOD AVENUE.SUITE 00, RALEIGH, NC
= I OFFICE: 919.789.9977/FAX:[phone] /WWW.EPIINC.COM3
ATTACHMENT A

S 4 I RALEIGH: 1 GLENWOO❑AVENUE,SUITE 600,RALEIGH, NC 27603
OFFICE:919.789.9977/FAX:[phone] /WWW.SEPIINC.COM
AGENT AUTHORIZATION FORM
All Blanks to be Filled in by the Municipal Official
Name Matt Beard, Park Planner,Town of Holly Springs
Address 128 S. Main Street, Holly Springs, NC 27540
Phone [phone]
Project Name/
Description Arbor Creek- Middle Creek Greenway Extension
I,the municipal official,do hereby authorize SEPI Engineering&Construction, Inc.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 for the above reference
project.
I hereby certify the above information submitted in this application is true and accurate to the best
of our knowledge.
By:
7411—
Matt Beard
Print Name Signature
3/25/2020
Date
0

5=?I
ATTACHMENT B
0000000000000020
000000000000000

Bob Lepsic
From: Phillips, George L CIV USARMY CESAW(USA) <[e-mail]>
Sent: Wednesday,August 19, 2020 11:33 AM
To: Bob Lepsic
Subject: Arbor Creek Greek Greenway Project/Holly Springs/SAW-2020-00572
Attachments: Figure 2.pdf
Bob,
Based on my site visit on 06/04/2020 the Corps concurs with the delineation within the red outlined "Project Study
Area" on the attached exhibit"Figure 2". It may take 90-120 days for the issuance of a written jurisdictional
determination. The delineation may be used for planning and permitting purposes,should a permit be required the JD
can be issued and the time of permit verification.The AID for the project is SAW-2020-00572. I have attached the
delineation for reference.
Please let me know if you have any questions or concerns.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive,Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties.Our automated Customer Service Survey is
located at: http://corpsmapu.usace.armv.mil/cm apex/f?p=136:4:0.Thank you for taking the time to visit this site and
complete the survey.
i

y ' •, • ' , : >r+%• , ii. .. 1 Project Study Area
`-' - _.+- L ,s F Additional Study Area
i
- � l ` `, - Potentially Jurisdictional Wetlands
*_ F `••6,"I'lI Tr°,,1 1„4 ..%1111 -.604. ,#. a.
--r-- Potentially Jurisdictional Streams - Intermittent •
ti "•r� - � Potentially Jurisdictional Streams - Perennial ,;
► . — �,
4
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This Exhibit 5 for planning purposes only andme shown Figure 2. Jurisdictional Features Map
herein does not meet NC 47-30 Requirements and
therefore is not for design,construction.or recording or
REV 49J2a24}
transfer of title.The E#n6it was compiled from available
information obtained from the souces listed below.
SouM N Arbor Creek Greenway Project I S PHOLLY
NCDOT,NC Oneap,E5RI Town of Holly Springs RINGS
September2G20 Wake County, North Carolina
0 500 1,000 1,500 2,000
Feet

NC DWG) Stream Identification Form Version 4.11 SAA 0
Date: 09/01/2020 Project/Site:Arbor Creek Greenway Latitude: 35.6695
Evaluator: R.Quindlen,SEPI Inc. County:INake I Longitude:-78.8198
Total Points: Other
24.5 Stream Determination:
Stream is at least intermittent if e.g. Quad Name:Intermittent
>19 or perennial if>30
A. Geomorphology (Subtotal =11 ) Absent Weak Moderate Strong SCORE
1a. Continuous bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 2
3. In-Channel structure: ex. riffle-pool,step-pool, ripple-
0 1 2 3 1
pool sequence
4. Particle size of stream substrate 0 1 2 3 1
5. Active/relic floodplain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 3 1
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 0
9. Grade controls 0 0.5 1 1.5 0
10. Natural valley 0 0.5 1 1.5 0.5
11. Second or greater order channel No=0 Yes=3 0
a artificial ditches are not rated;see discussions in manual.
B. Hydrology (Subtotal =8_) Absent Weak Moderate Strong SCORE
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 1
14. Leaflitter 1.5 1 0.5 0 1
15. Sediment on plants or debris 0 0.5 1 1.5 0
16. Organic debris lines or piles 0 0.5 1 1.5 0
17. Soil-based evidence of high water table? No=0 Yes=© 3
C. Biology (Subtotal =5 ) Absent Weak Moderate Strong SCORE
18. Fibrous roots in streambed 3 2 1 0 1
19. Rooted upland plants in stream bed 3 2 1 0 3
20. Macrobenthos(note diversity and abundance) 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0.5
25. Algae 0 0.5 1 1.5 0.5
26. Wetland plants in streambed FACW=0.75;OBL=1.5 Other=0 0
'perennial stream may also be identified using other methods.See p.35 of manual.
Notes: Bank Height(feet) 1-3
-looks ditched Bankfull Width (feet) 3-5
-not much structure or geomorphic features present Water Depth (inches) 5-20
-appears to be straightenedlditched Channel Substrate mud/clay
-1 frog present Velocity: alow
Clarity: clear
Sketch:

Cowards'.Code I HGM_Code I Meas_Type I Amowt I Units I Waters_T I Local Waterway
SA(Middle Creek) NORTH CAROLINA R5 Linear 10557 FOOT DELINEATE 35.67949200 -78.824248 Middle Creek
SB NORTH CAROLINA R5 Linear 520 FOOT DELINEATE 35.67557400 -78.826913 Middle Creek
SB1 NORTH CAROLINA R4 Linear 299 FOOT DELINEATE 35.67547800 -78.825237 Middle Creek
SB2 NORTH CAROLINA R4 Linear 843 FOOT DELINEATE 35.67547800 -78.825237 Middle Creek
SC NORTH CAROLINA R5 Linear 272 FOOT DELINEATE 35.67604400 -78.825838 Middle Creek
SD NORTH CAROLINA R5 Linear 47 FOOT DELINEATE 35.66743900 -78.824572 Middle Creek
SE NORTH CAROLINA R4 Linear 123 FOOT DELINEATE 35.66852600 -78.825829 Middle Creek
SF NORTH CAROLINA R5 Linear 867 FOOT DELINEATE 35.66806200 -78.82679200 Middle Creek
SG NORTH CAROLINA R5 Linear 587 FOOT DELINEATE 35.66840800 -78.81974000 Middle Creek
SH NORTH CAROLINA R4 Linear 226 FOOT DELINEATE 35.66405100 -78.8156'7300 Middle Creek
SI NORTH CAROLINA R4 Linear 716 FOOT DELINEATE 35.66405700 -78.81293700 Middle Creek
SJ NORTH CAROLINA R5 Linear 578 FOOT DELINEATE 35.66424400 -78.8105630D Middle Creek
SK NORTH CAROLINA R5 Linear 1085 FOOT DELINEATE 35.66414500 -78.8080650D Middle Creek
SM NORTH CAROLINA R5 Linear 215 FOOT DELINEATE 35.67570800 -78.82522900 Middle Creek
SN NORTH CAROLINA R4 Linear 267 FOOT DELINEATE 35.66831300 -78.82296200 Middle Creek
SO NORTH CAROLINA R4 Linear 313 FOOT DELINEATE 35.66510200 -78.81755400 Middle Creek
SP NORTH CAROLINA R5 Linear 814 FOOT DELINEATE 35.66447300 -78.81432700 Middle Creek
SAA NORTH CAROLINA R4 Linear 314 FOOT DELINEATE 35.66965600 -78.81949800 Middle Creek
WA NORTH CAROLINA PFO Area 2.75 ACRE DELINEATE 35.67891800 -78.82487000 Middle Creek
WB NORTH CAROLINA PFO Area 0.91 ACRE DELINEATE 35.67669200 -78.82478200 Middle Creek
WC NORTH CAROLINA PFO Area 0.37 ACRE DELINEATE 35.67584400 -78.82583700 Middle Creek
WD NORTH CAROLINA PFO Area 6.76 ACRE DELINEATE 35.67434400 -78.82452700 Middle Creek
WE NORTH CAROLINA PFO Area 0.11 ACRE DELINEATE 35.66949900 -78.82267500 Middle Creek
WF NORTH CAROLINA PFO Area 0.12 ACRE DELINEATE 35.66891900 -78.82226600 Middle Creek
WG NORTH CAROLINA PFO Area 0.02 ACRE DELINEATE 35.66819600 -78.82213100 Middle Creek
WH NORTH CAROLINA PFO Area 2.11 ACRE DELINEATE 35.66816700 -78.82594900 Middle Creek
WI NORTH CAROLINA PFO Area 0.12 ACRE DELINEATE 35.66752300 -78.82395700 Middle Creek
WJ NORTH CAROLINA PFO Area 48.9 ACRE DELINEATE 35.66676400 -78.8180200D Middle Creek
WK NORTH CAROLINA PFO Area 7.84 ACRE DELINEATE 35.66426500 -78.80765300 Middle Creek
PA NORTH CAROLINA POW Area 2.91 ACRE DELINEATE 35.66804500 -78.82399300 Middle Creek

5=?I
ATTACHMENT C
000000000000000
000000000000000

r ;r ST a
A7r,��`' -
Governor' r° i43
G
MICHAEL S.REGAN ` - .' a
Secietary ki wy'
S.DANIEL SMITH NORTH CAROLINA
Direcror Environmental Quality
April 16,2020
John Schifano,Town Attorney
Town of Holly Springs
PO Box 8
Holly Springs,NC 27540-0008
. Subject:Surface Water Determinations Letter
NBRRO#20-098
Wake County
Determination Type:
Buffer Call Isolated or EIP Gall
® Neuse(15A NCAC 2B .0233)
ID Tar-Pamlico(15A NCAC 2B.0259) ❑ Ephemeralllntermittent!Perennial Determination
❑ Isolated Wetland Determination
0 Jordan(15A NCAC 2B.0267)
Project Name: Arbor Creek Greenway
Location/Direct The projected area is at 4300 Sunset Lake Road in Holly Springs,Wake
ions: County(136-acre area between Sunset Lake Road and Holly Springs Road)
Subject Stream UTs to Middle Creek
Determination Date: 4/16/2020 Staff: Cheng Zhang
Stream VIM* Not Subject Subject to Start@ Stop@ Soil USGS
to Buffers. Buffers Survey Topo
SA** P X — X X
SB I X X
SC I X X
SB2 I X Confluence of SB DWR flag(SB2- X
and SC 04) _
SB2 I DWR flag(SB2-05) X
SD P X X
SF P X X _ X
Pond A _ X X X
SY E X X
SG P X X X
SP P X _ X X
SI I x - x
SJ P X X X
SIC. P X X
SZ E X X
Nor fig C r,rollna Depart.nect of cn\t onrnental Quality Division of Water ke sources
Ra[eis�tt IZegiorial Uf"ice 13800[3arrett 17rlve ; Raleir}�,North Cacolirk�'L"1649
moor,,.-„,„ ,,..na~.i iv.' 91,1.791:1200

*E/I/P=Ephemeral/Intermittent/Perennial
**Middle Creek-
***Features within the vicinity of the project area that are not evaluated in this letter are on the opposite
side ofMiddle Creek with the proposed greenway and will not be impacted by the project.
Explanation: The feature(s)listed above has or have been located on the Soil Survey of Wake County,North
Carolina or the most recent copy of the USGS Topographic map at a 1.24,000 scale. Each feature that is checked
"Not Subject"has been determined not to be a stream or is not present on the property. Features that are checked
"Subject"have been located on the property and possess ciaracteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but,still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five(5)years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR or Delegated Local Authority may request a
determination by the Director.An appeal request must be made within sixty(60)days of date of this letter or
from the date the affected party(including downstream and/or adjacent owners)is notified of this letter. A
request for a determination by the Director shall be referred to the Director in writing If sending via US .
Postal Service clo Paul Wojoski DWR—401 &Buffer Permitting Unit 1617 Mail Service Center Raleigh,NC
27699-1617.If sending via delivery service (UPS,FedEx.etc.)Paul Wojoski DWR—401 &Buffer Permitting
Unit, 512 N.Salisbury Street Raleigh,NC 27604
This determination is final and binding unless,as detailed above,you ask for a hearing or appeal within sixty
(60)days.
The oWner/future owners should notify the Division of Water Resources(including any other Local,State,
and Federal Agencies)of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Resources(Central Office) at(919)-807-6300,and the US Army
Corp of Engineers(Raleigh Regulatory Field Office)at(919)-554-4884.
If you have questions regarding this determination,please feel free to contact Cheng Zhang at(919)791-4259.
Sincerely,
57
n4-1(7
0,ir Sc , l v
WaterottVinson QualityRegiona Regional Super Operationisors Section
Raleigh Regional Office
Division of Water Resources
cc: RRO DWR File Copy
Bob Lepsic,SEPT(electronic copy only)

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herein dons not meat NC 47-30 Requirernonls and
*magma Is nal for design.conatruotlon,or roaoeding or
/mutter of lllio.The Exhibit wets oompaed from available information oblaine d ham the sources Wed holm Arbor Creek Greenway Project •�
MU,,L,,
Seeress: Town of Hilly Springs }►WRINGS
NCOOT,NC OneMap,ESRI N Wake County,North Carolina
March2020 500 1,000 1,5O0 2r000
0 UU�I lJllll 1 �IL,lL7m ` r•r Feet

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Herein does not meat NC f73p Requlrementa and
herelorr is not for daatgn,construction,or recard.b or
yansler oFtitle-Yhe E.Ir,hltwas compiled hom evallahte Arbor Creek Greenway Project
:n Eorma6on ohtelnEd iro nl Ilse sources fisted 6elaw, �
snnr�e.: Town of Holly Springs S pi dsiNiii,L ,
NCDOT,NC onaMap,ESN N Wake County, North Carolina
March 0 500 1,000 1,500 2,000
mIr immi Feet

5=? I
ATTACHMENT D
OOOOOOOOOOOOOOO
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Aquatic Survey Report
Arbor Creek Greenway
Middle Creek
Wake County, North Carolina
tt
4 ,
Upstream facing view of Middle Creek
Prepared For:
HOLLY
LSPRINGS
Morlh Co rollne
Town of Holly Springs
Raleigh, North Carolina
Contact Person:
Matt Beard, Park Planner
128 S. Main Street
Holly Springs, NC 27540
December 2020

Prepared by:
S PI
1 Glenwood Avenue, Suite 600
Raleigh, NC 27603
Contact Person:
Chris Sheats
[e-mail]
919-417-2732

Table of Contents
1.0 Introduction 1
2.0 Waters Impacted 2
2.1 303(d) Classification 2
2.2 NPDES Discharges 2
3.0 Target Protected Species Description 2
3.1 Necturus lewisi (Neuse River Waterdog) 2
3.1.1 Species Characteristics 2
3.1.2 Distribution and Habitat Requirements 2
3.2 Noturus furiosus (Carolina Madtom) 3
3.2.1 Species Characteristics 3
3.2.2 Distribution and Habitat Requirements 3
3.3 Alasmidonta heterodon (Dwarf Wedgemussel) 3
3.3.1 Species Characteristics 3
3.3.2 Distribution and Habitat Requirements 4
3.4 Fusconala masoni(Atlantic Pigtoe) 4
3.4.1 Species Characteristics 4
3.4.2 Distribution and Habitat Requirements 4
3.5 Lasmigona subviridis (Green Floater) 4
3.5.1 Species Characteristics 4
3.5.2 Distribution and Habitat Requirements 5
3.6 Parvaspina steinstansana (Tar River Spinymussel) 5
3.6.1 Species Characteristics 5
3.6.2 Distribution and Habitat Requirements 5
3.7 Elliptio lanceolata (Yellow Lance) 6
3.7.1 Species Characteristics 6
3.7.2 Distribution and Habitat Requirements 6
4.0 Survey Efforts 6
4.1 Methodology 7
4.1.1 Neuse River Waterdog Surveys 7
4.1.2 Freshwater Muss& and Carolina Madtom Surveys 7
5.0 Results 7
5.1.1 Neuse River Waterdog 7
5.1.2 Freshwater Mussels and Carolina Madtom 10
6.0 Discussion/Conclusions 12
7.0 Literature Cited 14
Appendix A.
Figure 1: Project Vicinity&Survey Locations
Figure 2: NCNHP Element Occurrences
Figures 3-5: Proposed Critical Habitat
Figure 6: NPDES Discharges

1.0 INTRODUCTION
The Town of Holly Springs (Town) proposes to extend its greenway network by constructing a 2-
mile hard surface trail along the Arbor Creek, Bridgewater, Woodcreek, and Sunset Ridge North
subdivisions. Bridges and boardwalks will be constructed to cross portions of Middle Creek, as
necessary. Seven aquatic species known in the Neuse River Basin are federally listed or are
proposed for protection by the United States Fish and Wildlife Service for Wake County. Two
federally endangered freshwater mussels (dwarf wedgemussel,Tar River spinymussel), one
federally threatened freshwater mussel (yellow lance), and four "At Risk Species" (ARS) are
known from the Neuse River basin in Wake County which includes two freshwater mussels
(Atlantic pigtoe, green floater), one fish (Carolina madtom), and one aquatic amphibian (Neuse
River waterdog). Atlantic pigtoe is proposed for listing as "Threatened", and the green floater is
petitioned for listing as threatened or endangered. Carolina madtom (CMT) is proposed
"Endangered", Neuse River waterdog (NRWD) is proposed "Threatened". ARS's are species that
are Petitioned, Candidates or Proposed for Listing under the Endangered Species Act (ESA).
Consultation under Section 7(a) (2)of the ESA is not required for Candidate or Proposed
species, although a Conference, as described under Section 7(a) (4) of the ESA is recommended
for actions affecting species proposed for listing.
According to the NC Natural Heritage Program database (NCNHP,Access date: March 23, 2020),
There is one element occurrence (ED) record for Atlantic pigtoe 2.3 miles downstream of the
survey area in Middle Creek (EO#34956).There is one EO in the Neuse River for CMT
approximately 15 miles upstream of the survey area (EO#10676).There is an EO for dwarf
wedgemussel (EO#13799) and yellow lance (EO#21894) 11.9 miles downstream from the
survey area in Swift Creek. There is an ED for green floater 16.5 miles upstream of the study
area in the Neuse River (EO#28706). The closest ED for NRWD is 1.3 miles from the study area
in Middle Creek(ED#8258). There is an EO for the Tar River spinymussel 38.5 miles away in the
Tar River (EO#21412).
According to the US Fish and Wildlife Services Threatened and Endangered Species Active
Critical Habitat Report (USFWS, Update date: March 27, 2020), there is proposed critical habitat
for NRWD, CMT, Atlantic pigtoe, and yellow lance (Figure 3-5). Proposed critical habitat for
NRWD and Atlantic pigtoe occurs in Middle Creek approximately 9 miles downstream of the
study area. Proposed critical habitat for yellow lance occurs 12 miles from the study area in
Swift Creek.The distance to proposed critical habitat for CMT is 30 miles to the east in
mainstem of the Little River.
SEPI was contracted by the Town to conduct surveys targeting the NRWD, Carolina madtom,
dwarf wedgemussel, Atlantic pigtoe, green floater,Tar River spinymussel, and yellow lance as
part of the federal permitting process that requires an evaluation of potential project-related
impacts to federally protected species.
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2.0 WATERS IMPACTED
Middle Creek is part of the Upper Neuse River sub-basin of the Neuse River basin (U.S.
Geological Survey [USGS] Hydrological Unit Code 03020201).
2.1 303(d) Classification
The N.C. Department of Environmental Quality(NCDEQ) 2018 Final 303(d) list was reviewed to
better understand water quality upstream of the survey area. A 6 mile portion of Middle Creek
from 0.8 miles south of US 1 to the backwaters of Sunset Lake [(27-43-15-(1)b1),( 27-43-15-
(1)b2)] is listed for benthos, which starts approximately 6 miles upstream of the survey area
and flows through it (NCDEQ, 2020a).
2.2 NPDES Discharges
Several discharges are located throughout the Upper Neuse River basin. The closest active
permitted NPDES discharge to Middle Creek is approximately 1.75 miles upstream of the study
area (NCDEQ, 2020b); Wall Recycling LLC(NPDES Permit# NCG130099) is located along Middle
Creek (Figure 3).
3.0 TARGET PROTECTED SPECIES DESCRIPTION
3.1 Necturus lewisi(Neuse River Waterdog)
3.1.1 Species Characteristics
The NRWD is a fully aquatic salamander that ranges in size from six to nine inches in length,
with a maximum record length of 11 inches. It has a stocky, cylindrical body, small limbs,
smooth skin, and a flattened, elongate head with a square ended nose. The tail is keeled on
both the top and bottom. It has four toes on each foot and is a rusty brown color on the dorsal
side and dull brown or slate colored on the ventral side. Both sides are strongly spotted, but
the ventral side tends to have fewer and smaller dark bluish to black spots. They have a dark
line running through the eye. Adults are neotenous and retain three bushy, dark red external
gills. Male and females are similar in appearance and can be distinguished by differences in the
cloaca (Amphibiaweb 2019; Brimley, 1924; Conant and Collins, 1998).
NWRD become sexually mature at approximately five to six years, breeding typically occurs in
the spring. The male deposits a spermatophore that is picked up by the female and used to
fertilize between 30 and 50 eggs that are attached to the underside of flat rocks or other large
objects. The female guards them until they hatch in June or July (Conant and Collins, 1998).
3.1.2 Distribution and Habitat Requirements
The NRWD is found only in the Neuse and Tar River basins of North Carolina, inhabiting rivers
and larger streams, where it prefers leaf beds in quiet waters. This species needs high levels of
Arbor Creek Greenway Aquatic Survey Report December 2020
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dissolved oxygen and good water quality. The NRWD is generally found in backwaters off the
main current, in areas with sandy or muddy substrate. Adults construct retreats on the
downstream side of rocks or in the stream bank where they remain during the day. This species
is active during the night, leaving these retreats to feed. The NRWD is carnivorous, feeding on
invertebrates, small vertebrates, and carrion. It is most active during winter months even when
temperatures are below freezing. During summer months, it will burrow into deep leaf beds
and is rarely found. Inactivity in the summer may be an adaptation to avoid fish predators,
which are more active at these times. In addition,the NRWD produces a defensive,toxic skin
secretion that is assumed to be distasteful to predators (AmphibiaWeb 2019; Conant and
Collins, 1998).
3.2 Noturus furiosus(Carolina Madtom)
3.2.1 Species Characteristics
The CMT is a freshwater fish reaching up to five inches in length.The body is short and chunky
with a distinct pattern of three dark saddles starting at the dorsal fin and ending at the caudal
fin. These dark saddles connect a wide, black stripe along the side which extends from the
snout to the base of the tail (Menhinick 1991). The adipose fin is connected to the caudal and
has a dark blotch that ends slightly below the fins edge.The belly is not speckled, and crescent
shaped brown bands are present at the edge of the caudal. Its pectoral spines have serrated
projections along both margins (USFWS 2018).
The CMT feeds on larval midges, mayflies, caddisflies, dragon flies and beetles. They are most
active during dawn and dusk. Individuals reach reproductive maturity by 2 years and spawn
from May to July in moderate to slow flowing areas, often using mussel shells, woody debris
and trash as cover. Females produce up to 300 eggs per breeding season and the male guards
the nest until eggs are hatched (Burr et al. 1989).
3.2.2 Distribution and Habitat Requirements
The CMT is endemic to the Tar and Neuse River basins in North Carolina, and currently exists in
fragmented populations. Streams harboring the CMT often have sand, gravel and detritus
bottoms with free-flowing conditions (USFWS 2018a).This species tends to avoid areas with
large submerged plants, however specimens have been found in small patches of vegetation.
During warm months, adults occupy areas with a swift current and a maximum depth of about
one meter.Juveniles inhabit shallow riffles and runs with slower currents.
3.3 Alasmidonta heterodon(Dwarf Wedgemussel)
3.3.1 Species Characteristics
The dwarf wedgemussel is a freshwater mussel reaching up to 56mm in length, but is mostly
found under 45mm (Beans and Niles 2003). Shell shape is classified as trapezoid to ovate.
Individuals possess a small,thin shell that is somewhat inflated and thickens anteriorly. The
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anterior margin is sharply curved,while the ventral margin is broadly curved to straight; the
posterior region is roundly pointed near the base. Lateral teeth are a defining characteristic of
this species, two are present on the right valve and one on the left valve (Bogan 2002, Ortmann
1919).
3.3.2 Distribution and Habitat Requirements
The dwarf wedgemussel is endemic to the Atlantic Slope basins from New Brunswick to North
Carolina,with populations being historically located in the Neuse and Pamlico River basins in
North Carolina.This species is thought to be a habitat generalist, as it has been found in small
streams to large rivers with slow to moderate flows and occupies a variety of substrates to
include sand, gravel and firm silt (Fuller 1977).
3.4 Fusconaia mason'(Atlantic Pigtoe)
3.4.1 Species Characteristics
The Atlantic pigtoe is a freshwater mussel reaching up to 60mm in length.This species is
characterized by having a sub-rhomboidal shaped shell with a distinct posterior ridge. The
umbo is elevated well above the dorsal margin and the beak cavity is shallow.The periostracum
is yellow to dark brown and has a parchment- like texture (Bogan 2002, Bogan and Alderman
2008). Pseudocardinal and lateral teeth are well developed except for the anterior
pseudocardinal tooth in the right valve, while the interdental tooth is absent in the left valve
(USFWS 2018b).
The Atlantic pigtoe is a tachytictic breeder, gravid females have been found from late June to
early July(Fuller 1973). Fish hosts for this species include bluegill sunfish, shield darter,
longnose dace, rosefin shiner and creek chub (Watters and O'Dee 1997, Wolf and Emrick 2011).
3.4.2 Distribution and Habitat Requirements
The Atlantic pigtoe is endemic to the southern Atlantic Slope, and is found from the Ogeechee
River Basin in Georgia to the James River Basin in Virginia. In North Carolina, this species is
known from the Catawba, PeeDee, Cape Fear, Neuse, Pamlico, and Roanoke River basins
(Johnson 1970, Bogan 2002).This species can be found in medium to large streams with clean,
swift waters and a stable gravel or sand and gravel substrate. Individuals are often found on the
downstream edge of riffle areas.
3.5 Lasmigona subviridis (Green Floater)
3.5.1 Species Characteristics
The green floater is a small,thin shelled freshwater mussel that reaches a maximum length of
55mm. Individuals have a subovate shaped shell with depressed beaks that only project slightly
above the hinge line. A double-looped sculpture is present on the beak.The lateral teeth are
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long, straight and thin; two lamellate pseudocardinal teeth are present on the left valve while
one is present on the right, both are directed forward of the beak and parallel with the hinge
line.The dorsal margin forms a blunt angle with the posterior margin (Kogan 2002).
The green floater is a bradytictic breeder, with a reproductive season from August to May.
Interestingly,this species is also hermaphroditic, meaning individuals contain both male and
female gonadal tissues. Host fish for this species are currently unknown.
3.5.2 Distribution and Habitat Requirements
The green floater spans across the Atlantic slope and Interior basins, with a historical range
spanning from the Savannah River in Georgia to the Hudson River in New York, as well as in the
New, Kanawha, and Watauga Rivers. In North Carolina,this animal occurs in the Watauga, New,
Neuse, and Tar River basins. Individuals can be found in small to medium sized streams in low
flow areas, specifically in pool or eddy habitats with gravel and sand substrates.
3.6 Parvaspina steinstansana (Tar River Spinymussel)
3.6.1 Species Characteristics
Young individuals are often a shiny yellowish-brown color with greenish rays streaking outward
from the hinge area,while older individuals tend to have a brown color and rays are absent
from the shell. Short spines reaching a maximum length of 5mm are on the anterior region of
the shell and curve ventrally. Spines can be inane or two rows with up to six spines on each
valve that are symmetrical to the other valve. Shells are thicker toward the anterior end while
the posterior end is thinner, and the nacre usually fades from pink to bluish white (Johnson and
Clarke 1983, USFWS 2014).
This species is a tachytictic breeder with gravid females occurring from April to August (Widlak
1987). Fish host for this species include bluehead chub, pinewoods shiner, satinfin shiner and
white shiner(Eads and Levine 2008). Like other mussel species,these individuals are filter
feeders and forage by siphoning and filtering small food particles that are suspended in the
water.
3.6.2 Distribution and Habitat Requirements
The Tar River spinymussel is endemic to the Tar and Neuse River basins in North Carolina, and is
currently only found in Edgecombe, Franklin, Halifax,Johnston, Nash, Pitt, and Warren
Counties.This species lives in fast flowing streams with silt-free unconsolidated beds composed
of coarse sand and gravel.
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3.7 Elliptio lanceolata (Yellow Lance)
3.7.1 Species Characteristics
The yellow lance is characterized by having shells twice as long as they are tall, with elongate
shells reaching up to 86mm in length. A bright yellow and waxy periostracum without rays is
present, however older individuals may have a brownish color at the posterior end. The
posterior ridge is round and curves dorsally towards the posterior end.The periostracum has
brown growth rings. Two long lateral teeth are present on the left valve and one is present on
the right, while two pseudocardinal teeth are present on each valve. The nacre is normally an
iridescent blue color shifting to white or salmon on the anterior region (USFWS 2017).
Historically many species were synonymized with yellow lance (E. lanceolata) as a part of the
lanceolate Elliptio complex, but in 2009 the yellow lance was recognized as its own species
(Bogan et al. 2009). The yellow lance is a short-term brooder that spawns in the spring. Lab
studies found that white shiners and pinewood shiners are acceptable host fish for this species,
while other members of the minnow family are also believed to serve in this role. Like other
mussels, the yellow lance is a filter feeder that has a diet consisting of phytoplankton,
zooplankton, bacteria, detritus and dissolved organic matter. (Haag 2012).
3.7.2 Distribution and Habitat Requirements
Historically, this species was found from the Patuxent River Basin in Maryland to the Neuse
River Basin in North Carolina, ranging from the foothills of the Appalachian Mountains through
the Piedmont and Coastal Plain. In the last 10 years, individuals have only been found in the
Patuxent, Rappahannock, York, Chowan,Tar, and Neuse River Basins (USFWS 2017).
Yellow lance can be found in clean rivers or streams with moderate flows and high dissolved
oxygen concentrations. Individuals are often found buried in coarse to medium sand, however
they have also been found in gravel substrates. Individuals tend to aggregate to sand substrates
downstream of stable sand and gravel bars.
4.0 SURVEY EFFORTS
Field efforts were conducted by SEPI personnel Chris Sheats (Permit# 19-ES00558), Bob Lepsic
and Tori Fowler. NRWD traps were set in Middle Creek on March 2, 2020, and checked on
March 3, 4, 5, 6 and 7, 2020. NRWD traps were set in the UT to Middle Creek on March 3, 2020,
and checked on March 4, 5, 6 and 7, 2020. Freshwater mussel and CMT surveys were
completed on April 8 and 10, 2020. Due to design revisions, a segment of Middle Creek
immediately upstream of the original study reach was surveyed by Chris Sheats and Tori Fowler.
Freshwater mussel and CMT surveys were completed in this reach on November 6, 2020.
NRWD traps were set on December 7, 2020 and checked on December 8, 9, 10, and 11, 2020.
Arbor Creek Greenway Aquatic Survey Report December 2020
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4.1 Methodology
4.1.1 Neuse River Waterdog Surveys
Ten traps were set on March 2, 2020 to soak in Middle Creek for five consecutive nights. Traps
1-3 were deployed upstream of the powerline easement at Arctic Ridge Way in the Arbor Creek
neighborhood.Traps 4-6 were deployed within the easement and traps 7-10 were deployed
downstream of the easement. Eleven traps (Traps 1-11) were set on March 3, 2020 to soak in
an UT to Middle Creek for four consecutive nights. Traps 1-4 were deployed upstream of the
boardwalk area,traps 5-8 were deployed starting at the boardwalk going downstream to the
confluence with the pond, and traps 9-11 were deployed downstream of the pond area. Ten
traps were set on December 7, 2020 to soak in the upstream segment of Middle Creek for five
consecutive nights.Trap sites were selected based on habitat conditions and accessibility.Traps
were checked daily during the soaking period and, were baited and refilled as needed with a
combination of chicken livers and chicken hotdogs. All species observed in traps were recorded.
4.1.2 Freshwater Mussels and Carolina Madtom Surveys
Freshwater mussel and CMT surveys were completed on April 8, in UT to Middle Creek, April
10, 2020 in Middle Creek and on November 6, 2020 in the upstream segment of Middle Creek.
Visual and tactile surveys were completed at each location using bathyscopes and hand dip
nets. Habitat conditions were recorded at each location.
5.0 RESULTS
5.1.1 Neuse River Waterdog
The NRWD was not found during the trapping survey efforts. Species observed in the traps
include bluehead chub, creek chub, bluegill sunfish, green sunfish, pumpkinseed sunfish, golden
shiner, pirate perch and snail bullhead (Table 1-3). Water temperature ranged from 7-8 degrees
Celsius.
Table 1. Species observed during NRWD trapping surveys in Middle Creek.
Trap Day 1 Day 2 Day 3 Day 4 Day 5
(3/3/2020) (3/4/2020) (3/5/2020) (3/6/2020) (3/7/2020)
1 1 bluehead chub
(Nocomis leptocephalus)
2 1 pirate perch 1 green sunfish (Lepomis 1 crayfish sp. 1 pirate perch
(Aphredoderus cyanellus) (Aphredoderus
sayanus) sayanus)
3 3 bluehead chub 1 bluehead chub 3 bluehead 2 crayfish sp.
(Nocomis (Nocomis leptocephalus) chub
leptocephalus) (Nocomis
leptocephalus)
4 1 bluehead chub 8 bluehead chub 1 bluehead
(Nocomis (Nocomis chub
leptocephalus) leptocephalus), (Nocomis
leptocephalus)
Arbor Creek Greenway Aquatic Survey Report December 2020
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Trap Day 1 Day 2 Day 3 Day 4 Day 5
# (3/3/2020) (3/4/2020) (3/5/2020) (3/6/2020) (3/7/2020)
1 pirate perch
(Aphredoderus
sayanus),
1 crayfish sp.
5 1 pumpkinseed
sunfish(Lepomis
gibbosus)
6 1 pumpkinseed
sunfish(Lepomis
gibbosus)
7 3 bluehead chub 8 bluehead chub 1 bluegill sunfish 1 bluehead 1 crayfish sp.
(Nocomis (Nocomis (Lepomis macrochirus), chub
leptocephalus) leptocephalus) 1 bluehead chub (Nocomis
(Nocomis leptocephalus) leptocephalus)
8 2 bluehead chub 1 golden 1 crayfish sp.
(Nocomis leptocephalus) shiner
(Notemigonus
crysoleucas)
9
10 1 bluehead chub
(Nocomis
leptocephalus)
Table 2.Species observed during NRWD trapping surveys in UT to Middle Creek.
Trap Day 1 Day 2 Day 3 Day 4
U (3/4/2020) (3/5/2020) (3/6/2020) (3/7/2020)
1
2 1 creek chub(Semotilus 3 green sunfish 1 pumpkinseed sunfish
atromaculatus), (Lepomis cyanellus), (Lepomis gibbosus)
1 green sunfish(Lepomis 1 pumpkinseed
cyanellus), sunfish
2 crayfish sp. (Lepomis gibbosus)
3 1 crayfish sp. 1 bluegill sunfish(Lepomis
macrochirus),
1 green sunfish
(Lepomis cyanellus)
4 1 pumpkinseed sunfish lgreen sunfish 1 green sunfish 1 bluehead chub
(Lepomis gibbosus) (Lepomis cyanellus) (Lepomis cyanellus), (Nocomis
1 crayfish sp. leptocephalus),
2 pumpkinseed sunfish
(Lepomis gibbosus),
1 green sunfish
(Lepomis cyanellus)
5 lgreen sunfish(Lepomis lgreen sunfish 2 pumpkinseed sunfish
cyanellus) (Lepomis cyanellus) (Lepomis gibbosus)
6 1 bluegill sunfish 1 crayfish sp.
(Lepomis
macrochirus),
1 pumpkinseed
sunfish
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Trap Day 1 ❑ay 2 Day 3 Day 4
(3/4/2020) (3/5/2020) (3/6/2020) (3/7/2020)
(Lepomis gibbosus)
7 1 bluegill sunfish 1 snail bullhead
(Lepomis macrochirus) (Ameiurus brunneus)
8 1 pumpkinseed 4 bluegill sunfish 1 bluegill sunfish
sunfish (Lepomis macrochirus), (Lepomis macrochirus)
(Lepomis gibbosus), 1 green sunfish
1 bluegill(Lepomis (Lepomis cyanellus),
macrochirus) 3 pumpkinseed sunfish
(Lepomis gibbosus)
9 1 yellow bullhead 1 green sunfish 1 bluehead chub(Nocomis
(Ameiurus natal's) (Lepomis cyanellus) leptocephalus)
10 1 green sunfish(Lepomis 3 bluehead chub(Nocomis
cyanellus) leptocephalus),
1 creek chub
(Semotilus atromaculatus),
1 green sunfish(Lepomis
cyanellus)
11 1 green sunfish(Lepomis 1 bluehead chub 1 green sunfish(Lepomis
cyanellus), (Nocomis cyanellus),
1 creek chub(Semotilus leptocephalus) 1 pumpkinseed sunfish
atromaculatus) (Lepomis gibbosus),
1 bluehead chub(Nocomis
leptocephalus)
Table 3. Species observed during NRWD trapping surveys in upper Middle Creek.
Trap Day 1 Day 2 Day 3 Day 4
(12/8/2020) (12/9/2020) (12/10/2020) (12/11/2020)
1 2 bluehead chub 1 bluehead chub 1 bluehead chub
{Nocomis (Nocomis (Nocomis
leptocephalus), leptocephalus), leptocephalus)
2 crayfish sp. 1 pirate perch
(Aphredoderus
sayanus)
2 2 bluehead chub
(Nocomis
leptocephalus),
2 crayfish sp.
3 3 crayfish sp. 1 bluehead chub
(Nocomis
leptocephalus)
4 3 crayfish sp. 1 bluehead chub
(Nocomis leptocephalus),
1 crayfish sp.
5 1 crayfish sp. 1 bluehead chub
(Nocomis
leptocephalus),
1 green sunfish
(Lepomis cyanellus)
6
7 2 bluehead chub 1 bluehead chub
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Trap Day 1 Day 2 Day 3 Day 4
(12/8/2020) (12/9/2020) (12/10/2020) (12/11/2020)
(Nocomis leptocephalus) (Nocomis
leptocephalus)
8 3 crayfish sp. 1 bluehead chub 1 bluehead chub 1 bluehead chub
(Nocomis (Nocomis leptocephalus) (Nocomis
leptocephalus) leptocephalus)
9 1 crayfish sp.
10 1 bluehead chub
(Nocomis leptocephalus)
5.1.2 Freshwater Mussel and Carolina Madtom
Na dwarf wedgemussel, Tar River spinymussel, yellow lance,Atlantic pigtoe, green floater or
CMT individuals were located during our survey efforts. Mussel species observed include
eastern elliptio, Eastern floater and the paper pondshell (Table 4-6). Asian clam was the only
clam species observed. Other species observed include pumpkinseed sunfish, bluegill sunfish,
largemouth bass, creek chubsucker, mosquitofish, tessellated darter, fantail darter, creek chub
and an unknown crayfish species (Table 4-6).
Middle Creek(200412.1cros)
The surveyed area of Middle Creek started along Creekvista Drive and extended to 100 meters
above the powerline easement along Arctic Ridge Way.The stream was five meters wide with
majority of the reach having depths less than one meter. Substrate was dominated by silt, sand,
and cobble particles. Evidence of beaver activity was noted by the presence of gnawed
branches. Within this reach run, riffle and pool habitats were present. Water levels were
normal and visibility was clear during surveys. This site had 80%forest cover with moderate
wooded buffers and a surrounding land-use being classified as natural and urban.
Table 4.Species observed in Middle Creek(200412.1cros)10.5 hrs total time
Scientific Name Common Name #Live Abundance/CPUE
Freshwater Mussels CPUE
Elliptio complanata Eastern eiliptio 106 10.10/hr
Freshwater Clams and Fish Relative Abundance
Corbicula fluminea Asian clam common
Lepomis gibbosus Pumpkinseed sunfish common
Lepomis macrochirus Bluegill sunfish common
Erimyzon oblongus Creek chubsucker common
Gambusia affinis Mosquitofish common
Etheostoma olmstedi Tessellated darter common
Etheostoma flabellare Fantail darter common
Semotilus atromaculatus Creek chub common
UT to Middle Creek (200408.1cros)
Surveys within UT to Middle Creek started at the confluence with Middle Creek and extended
to 100 meters above the current boardwalk crossing (Figure 1).The stream width was two
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meters with majority of the reach having depths less than 0.5 meter within the reach
downstream of the pond. Substrate was dominated by silt, sand, cobble, and gravel. Evidence
of beaver activity was noted by the presence of gnawed branches. Run, riffle, and pool habitats
were present within this reach.The stream width ranged from 2-3 meters with majority of the
reach having depths less than one meters upstream of the pond and substrate was dominated
by sand and silt. Evidence of beaver activity was noted by the presence of gnawed branches.
Run and pool habitats were dominant within the upstream reach. Water levels were normal,
and visibility was clear during surveys.This site had 70%forest cover with moderate wooded
buffers and a surrounding land-use being classified as natural and urban.
Table 5.Species observed in UT to Middle Creek(200408.1cros)6.5 hrs total time
Scientific Name Common Name #Live Abundance/CPUE
Freshwater Mussels CPUE
FNiptio complanata Eastern elliptio 99 15.23/hr
Pyganodon cataract° Eastern floater 1 0.15/hr
Utterbackia irnbecillus Paper pondshell 1 0.15/hr
Freshwater Clams and Fish Relative Abundance
Corbicula fluminea Asian clam common
Lepomis gibbosus Pumpkinseed sunfish common
Lepomis macrochirus Bluegill sunfish common
Micropterus salmoides Largemouth bass common
Erimyzon oblongus Creek chubsucker common
Garnbusia affinis Mosquitofish common
Etheostoma olmstedi Tessellated darter common
Etheostoma flabellare Fantail darter common
Semotilus atromaculatus Creek chub common
Upper Middle Creek(201206.1cros)
This segment extended approximately 900 feet immediately upstream of the Middle Creek
survey (200412.1cros) reach.The stream was four meters wide with majority of the reach
having depths less than one meter. Substrate was dominated by silt, sand, and cobble particles.
Evidence of beaver activity was noted by the presence of gnawed branches. Within this reach
run, riffle and pool habitats were present. Water levels were normal and visibility was clear
during surveys. This site had 80%forest cover with moderate wooded buffers and a
surrounding land-use being classified as natural and urban.
Table 6.Species observed in upper Middle Creek(201206.1cros)3.5 hrs total time
Scientific Name Common Name #Live Abundance/CPUE
Freshwater Mussels CPUE
Elliptio complanata Eastern elliptio 1 0.28/hr
Freshwater Clams and Fish Relative Abundance
Corbicula fluminea Asian clam common
Lepomis macrochirus Bluegill sunfish common
Micropterus salmoides Largemouth bass common
Etheostoma olmstedi Tessellated darter common
Semotilus atromaculatus Creek chub common
Arbor Creek Greenway Aquatic Survey Report December 2020
Page 11

6.0 DISCUSSION/CONCLUSIONS
The survey efforts resulted in no observations of Neuse River waterdog, Carolina madtom,
dwarf wedgemussel, Atlantic pigtoe, green floater,Tar River spinymussel or yellow lance
individuals within Middle Creek or its unnamed tributary. Mussel species observed include
eastern elliptio, eastern floater and the paper pondshell. The exotic Asian clam was the only
clam species observed. Fish species observed include bluehead chub, creek chub, bluegill
sunfish, green sunfish, pumpkinseed sunfish, golden shiner, creek chubsucker, mosquitofish,
tessellated darter, fantail darter, largemouth bass and snail bullhead. Based on the distances to
known occurrences of the target species and the results of these surveys, the project may
affect but will not adversely affect the target species. Critical habitat is not identified within the
study area therefore the project will have no effects on critical habitat for any listed aquatic
species.The survey efforts detailed in the report serve to update species information for the
reaches surveyed within Middle Creek and its unnamed tributary.
Neuse River Waterdog
Biological Conclusion: May Affect, Not Likely to Adversely Affect
Habitat for the species was observed but no individuals were found within the surveyed
reaches.
Recommended Biological Conclusion for Proposed Critical Habitat: No Effect
Proposed critical habitat for Neuse River waterdog is not located in the study area, suggesting
that the proposed project will have no effect on proposed critical habitat for this species.
Carolina Madtom
Biological Conclusion: May Affect, Not Likely to Adversely Affect
Habitat for the species was observed but no individuals were found within the surveyed
reaches.
Recommended Biological Conclusion Proposed Critical Habitat: No Effect
Proposed critical habitat for the Carolina Madtom is not located within the study area,
suggesting that the proposed project will have no effect on proposed critical habitat for this
species.
Dwarf Wedgemussel
Biological Conclusion: May Affect, Not Likely to Adversely Affect
Arbor Creek Greenway Aquatic Survey Report December 2020
Page 12

Habitat for the species was observed but no individuals were found within the surveyed
reaches.
Atlantic Pigtoe
Biological Conclusion: May Affect, Not Likely to Adversely Affect
Habitat for the species was observed but no individuals were found within the surveyed
reaches.
Recommended Biological Conclusion Proposed Critical Habitat: No Effect
Proposed critical habitat for Atlantic pigtoe is not located within the study area, suggesting that
the proposed project will have no effect on proposed critical habitat for this species.
Green Floater
Biological Conclusion: May Affect, Not Likely to Adversely Affect
Habitat for the species was observed but no individuals were found within the surveyed
reaches.
Tar River Spinymussel
Biological Conclusion: May Affect, Not Likely to Adversely Affect
Habitat for the species was observed but no individuals were found within the surveyed
reaches.
Yellow Lance
Biological Conclusion: May Affect, Not Likely to Adversely Affect
Habitat for the species was observed but no individuals were found within the surveyed
reaches.
Recommended Biological Conclusion for Proposed Critical Habitat: No Effect
Proposed critical habitat for yellow lance is not located within the study area, suggesting that
the proposed project will have no effect on proposed critical habitat for this species.
Arbor Creek Greenway Aquatic Survey Report December 2020
Page 13

7.0 LITERATURE CITED
AmphibiaWeb. 2019. <http://amphibiaweb.org> University of California, Berkeley, CA, USA.
Accessed 10 Apr 2019. https://amphibiaweb.org/search/index.html
Beans, BE and Niles, L. 2003. Endangered and Threatened Wildlife of New Jersey. Rutgers
University Press. 303pp.
Bogan, AE. 2002. Workbook and Key to the Freshwater Bivalves of North Carolina. North
Carolina Freshwater Mussel Conservation Partnership, Raleigh, NC 101 pp, 10 color
plates.
Bogan, AE and Alderman,J. 2008. Workbook and key to the freshwater bivalves of South
Carolina. Revised Second Edition.
Bogan, A.E.,J.Levine, and M.Raley. 2009. Determination of the systematic position and
relationships of the lanceolate Elliptio complex (Mollusca: Bivalvia: Unionidae)from six
river basins in Virginia. NC Museum of Natural Sciences, Raleigh, NC. 37pp.
Brimley,CS. 1924. The waterdogs (Necturus)of North Carolina. Journal of the Elisha Mitchell
Scientific Society 40: 166-168.
Burr, BM, Kuhajda, BR, Dimmick, WW, Grady,JM. 1989. Distribution, Biology, and Conservation
Status of the Carolina Madtom, Noturus furiosus, an Endemic North Carolina Catfish.
Brimleyana 15:57-86.
Conant, R and Collins,JT. 1998. A Field Guide to the Reptiles and Amphibians of Eastern and
Central North America. Third Edition, Expanded. Houghton Mifflin Company. Boston,
Massachusetts.
Eads, C.B. and J.F. Levine. 2008. Carolina Heelsplitter(Lasmigona decorata) and Tar River
Spinymussel (Elliptio steinstansana) Conservation Research:July 2007-June 2008. Final
report submitted to the North Carolina Wildlife Resources Commission. Raleigh, NC. 18
pp.
Fuller, SLH. 1973. Fusconaia masoni(Conrad 1834) (Bivalvia: Unionacea) in the Atlantic drainage
of the Southeastern United States. Malacological Review 6:105-117.
Fuller, SLH. 1977. Freshwater and terrestrial mollusks. In: John E. Cooper, Sarah S. Robinson,
John B. Fundeburg (eds.) Endangered and Threatened Plants and Animals of North
Carolina. North Carolina State Museum of Natural History, Raleigh.
Haag, W. 2012. North American Freshwater Mussels: Natural History, Ecology, and
Conservation. Cambridge University Press, Cambridge, NY.
Arbor Creek Greenway Aquatic Survey Report December 2020
Page 14

Johnson, R.I. 1970.The systematics and zoogeography of the Unionidae (Mollusca: Bivalvia) of
the southern Atlantic Slope region. Bulletin of the Museum of Comparative Zoology
140(6):263-449.
Johnson, R.I. and Clarke,A. H. 1983. A new spiny mussel, Elliptio(Canthyria)steinstansana
(Bivalvia: Unionidae), from the Tar River, North Carolina. Occasional Papers on Mollusks,
Museum of Comparative Zoology, Harvard University, 4(61): 289-298.
Menhinick, EF. 1991. The Freshwater Fishes of North Carolina. Raleigh, N.C.
North Carolina Department of Environmental Quality (NCDEQ)a. Division of Water Resources.
2019. 2018 North Carolina Final 303(d) List. https://deq.nc.gov/about/divisions/water-
resources/planni ng/modeli ng-assessment/water-q ua lity-data-assessment/integrated-
report-files
North Carolina Department of Environmental Quality (NCDEQ)b. Online GIS NPDES Stormwater
Permits.Accessed March 23, 2020. https://data-
ncdenr.opendata.arcgis.com/datasets/aec2efd41f844be499db8adef43f9fd3_0
North Carolina Natural Heritage Program (NCNHP). 2020. Natural Heritage Element
Occurrence. February 2020.
North Carolina Wildlife Resources Commission. 2007. Carolina madtom species profile. Raleigh,
N C.https://www.n cwi l d l ife.o rg/Portals/O/Conserving/documents/Ca rol i na_madto m_fa c
t_sheet_lo_res.pdf
Ortmann,A.E. 1919. A monograph of the naiades of Pennsylvania. Part Ill: Systematic account
of the genera and species. Memoirs of the Carnegie Museum 8(1):xvi-384, 21 pls.
U.S. Fish and Wildlife Service. 2014.Tar River Spinymussel (Elliptio steinstansana) 5-Year
Review: Summary and Evaluation. Raleigh, NC.
U.S. Fish and Wildlife Service. 2017. Species status assessment report for the Yellow Lance
(Elliptio lanceolata). Version 1.2. March, 2017.Atlanta, GA.
U.S. Fish and Wildlife Service. 2018a. Species status assessment report for the Carolina
Madtom (Naturus furiosus). Version 1.1. November 2018. Atlanta, GA.
U.S. Fish and Wildlife Service. 2018b. Endangered and Threatened Wildlife and Plants;
Threatened Species Status With Section 4(d) Rule and Critical Habitat Designation for
Atlantic Pigtoe. 50 CFR 17: 83 FR 51570, 51570-51609 Docket No. FWS-R4-ES-2018-
0046.
United States Fish and Wildlife Service (USFWS). 2019 Endangered and Threatened Wildlife and
Plants; Threatened Species Status With Section 4 (d) Rule for Neuse River Waterdog and
Arbor Creek Greenway Aquatic Survey Report December 2020
Page 15

Endangered Species Status for Carolina Madtom and Proposed Designation of Critical
Habitat. 50 CFR 17:84 FR 23644, 23644-23691 Docket No. FWS-R4-ES-2018-0092.
Watters, G.T. and S.H. O'Dee 1997. Identification of potential host: Elliptio fisheriana (Lea,
1838), Fusconaia masoni (Conrad, 1834), Fusconaia flava (Rafinesque, 1820), and
Pleurobema clava (Lamarck, 1819). Triannual Unionid Report No. 13:38.
Widlak,J.C. 1987. Recovery Plan for the Tar River spiny mussel (Elliptio (Canthyria)
steinstansana)Johnson and Clarke. U.S. Fish and Wildlife Service.
Wolf, ED and Emrick V. 2011. Propagation and Culture of Species at Risk Atlantic Pigtoe.
Arbor Creek Greenway Aquatic Survey Report December 2020
Page 16

APPENDIX A
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- dr.•, 'ti
Prepared By: Prepared Fo-r:
Created©y. Oiesi ed By. FI gu r e
Arbor Creek G reenway Project vcr cats
NDPES Discharges6
C•
— pi S , w I++ �ti srran+t;s Middle Creek and UT Middle Creek U 51]0 1,000
from the vicinity of Sunset Lake Road Feet
to Lockley Road a,x.
Wake County, North Carolina Kay2f}20

ATTACHMENT E
000000000000000
000000000000000

1
ARBOR
CREEK
BRIDGEWATER
SUNSET RIDGE
NORTH
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
WA-3
KEY MAP
(UDDER C NS UCr!
QNl
WOODCREEK
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
WETLAND IMPACTS (PERMANENT)
IMPACT AREA
AREA (AC)
SHEET
1
0.03
W A-1
2
0.001
WA-1
3
0.04
WA-1
4A
0.15
WA-2
4B
0.01
WA-2
5
0.06
W A-3
6
0.47
WA-4
7
0.004
W A-5
8
0.01
WA-5
9
0.001
WA-5
10
0.11
WA-6
TOTAL
0.89
800' 400' 0
SCALE: 1" = 800'
SEP!
SEPI ENGINEEEINGd CONSTRK LION, NC.
RALSGt1 I YHAf 3TON I CHARLOTTE
BEAUFCRr, SC I CJWRL STON, SC
1 GLENWOOD AVE l SURE WO
R.IHGH, NC 27603
PHONE [phone]
sepin.om
j BEFORE TOU DIG
Know wM1a7s belowuinK.Ka�Erocanc
Coll before you dig.
ere
AOTCE
CDIOTRUCT)OF! SRE SAFETY S THESOIE REUMSERIIT CF
THE CONTRACTORNEITFER THE OWNER nORTFE EFINEeJ
SHALL BE E[PFOTED TO PS3 W.E MN REPDISI&IIPY FCR
SAFETY DE THE WORT[ OF PERSONS ENGAGE El TIE NOW
CF ANY FEARBT STRUCTURE. ORCF ASA' OIFERPS0 NS.
FM ENMESH. 6
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROMDE
SE2n027m
RAZE
REVt9GfS
Rev_ Trai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PEOJ.AIGE
IA MAI1
DRAYNI8T
S IEYI#XO
CEEC® BT:
IA MAI1
WETLAND
IMPACT COVER
WA-0

s
0
J�
+ 1+301-SF+ + + + +
+ + + + + + +
+ + + + +1AV04/417+I1*A-0-
+ + AREA 2 +PE-RMANENT+
+ + 5VSF+ + + + +
+ + + + + + + 4-
+ + + + + +
+ + + +
+ + +
i r•
+ + + + + + + +
+ + + + - + + +
+ + + + + + + +
+ + EXISTING +
+ +WETLAND] (TYP) + + Nx.Yrs
+ +
+ + l
..--GREENWAX.TRAIL
10' WIDE, PAVED (TYP.)
TEMPORARY WETLAND IMPACT:
REMOVE EXISTING WOOD BOARDWALK
= ± 6,993 SF
EX. SANITARY SEWER
EASMENT (TYP.)
.1
•w • w
tt
�O G
rz�JP�
•�i
�a—
+WETLAND (TYP) +
EMPORARY WETLAND IMPACT: /
R OVE EXISTING WOOD BOARDWP1
= ± 4,460 SF
4 t I
WET
NE) IMPACT
q/ PE: MANE. T
-1 T712SF
/Ij
t
SEP!
SEPI ENGINEERING& D NSTtUCI1ON, NC.
RALSGt1 I HEAL GTOIr I CFARLOTE
BEAUFORr. Sc I GWRLESTOuc
1 GLBJWOOO AVE I SUITE WO
12.81J3GH, NC 27603
PHONE [phone]
sepinc.com
BEFORE TOU GIG
Know viKes
Ca I I before you dig.
.r▪ �....c.uu ,a m.nec � .e••c
1
COHSTR LTIGIr sr1E SNIT( THESOIE REPONSI ENT CF
THE COMPACTOR ROPER PIE
E OWNER nOR 11-E EIFNEe1
SHALL BE EIPECI® TO AS W.EAnY REPOISI&IIIYFOR
SUEIYCF THE WORK, R PERSONS ENGAGED TI NE NO
CF ANY FEARBT STRUCTURES. RES. OR CF ANY OIFER PERS'NS.
7r,
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
SEin027m
WETLAND IMPACTS (PERMANENT)
IMPACT AREA
AREA (AC
1
0.03
2
0.001
3
0.04
SUBTOTAL
0.07
TEMPORARY WETLAND IMPACT
BOARDWALK REMOVAL
IMPACT LENGTH
AREA {SF)
1,1453 LF X 10'
11,453
SUBTOTAL
11,453
NORTH
50' 25 0
SCALE: 1" = 50'
Rev_ Trai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
P ROM. RIRE
IA TATLCR
GRANFI BT:
S1ETAIOIRI
CPECCED BT:
IA MAP?
WETLAND
IMPACT AREA 1
WA-1

ANCHOR CREEK WAY
.e
-0
Plw,i i.e�irxYi 'U,,U �1it
ti
RIPARIAN
BUFFER- ZONE 2 •
(TYP.)
RIPARIAN
BUFFER- ZONE 1
(TYP.)
•
+
ON
WETLAND IMPACT
+ AREA 4B - PERMANENT
+ 269 5F
+ +
1y, + +
i + +
+ +
+ +
+ +
+ +
+ +
+ +
1
1+
1
0
latE
BB
+
1
+
+ +
+ + +
1
+
D
•
+
+
A
77 + ▪ + +
/6. + + + +
+ + ▪ + + +
+ + + + + +
0 + + + + + + +
+ p+ + + + + + + +
+ + + + ❑+ + + + +
+ • + + + + + + + + + +
EX. SANITARY SEWER
EASMENT (TYP.)
EX. COLONIAL PIPELINE
EASMENT (TYP.)
WETLAND IMPACT
AREA 4A - PERMANENT
6,391 SF
PROPOSED GREENWAY TRAIL
10' WIDE. PAVED (TYP.)
0 0 6�
:3
='s
+ + + + + + t + + +
+ + + + + + + + + + +
+ ©+ + p+ + 40 + + + +
+© + + + + + O+ + 4- + +
+ + + + + + + + + +
+ + + + + + + + + +
+ EXISTING F + + + +
+++ + + + +
WETLAND (TYP) F+++
+ + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + +
9`,
+ 'rF+++
+ +++++++++++
+ + + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + + +
+ + + + + + + + + + + + +
+ + + + + + + + + + + +
+ + + + + + + + + + + + + + + +
+
I1 i
li
9
9
SEP!
SEPI ENGINEEEINGd D NSTtUL71ON, NC"
RALBCE1 HEAP 3TON 1 CHARLOTTE
ErAMORE BC I CIERLESTON, SC
1 GLENWOOD AVE I SUITE WO
R.I HGH, NC 27603
PHONE 1 914"784.9477
sepinc.com
BEFORE YOU DIG
IG,owwhars below'''''F
Call before you dig"
ALL
SCE
CONSTRIICTKJF! SITE SAF TY S PIERCE RESPCNSIEIIT CF
THE CONTRACTOR NETFER THE OWNER NOR TIE BEARER
SHALL BE E[PECTE TO ASLWE MN REPOISI&IIWY FCR
SAFETY OF THE WORT[ ce PERSONS ENGAGE El TIE NOW
CR ANY REAM STRUCTURES. OR OF ANY O I ER PBi Ct4S.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
m
WETLAND IMPACTS (PERMANENT)
IMPACT AREA
AREA (AC)
4A
0.15
4B
0.01
SUBTOTAL
0.16
NORTH
1 00' 50' 0
SCALE: 1"= 100'
REASIONi
Rev_ Trai Gradrg
4202021
Rev" New Trail
07.062021
Rev" Per Town Comments
09.032021
PROJ"61OE
IA TATLCR
DRAMTI BT:
anliacum
CHEC®BT:
IA TATLCR
WETLAND
IMPACT AREA 2
WA-2

+ + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + +
+ + + + + + + + + + + +
+ + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + +
+ + +_ + —+ — +- -+ — +^
+ + + + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + + •.+ +
+ ++_�_ +._+-+-+-H-- +-
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + +
+ +- + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + +• + + + + +
+ + + + + + + + -1- + + -+ +
+ + + + + + + + -+ + + + + -•+.
+ + + + + + + + + + + + + + I',
+ + + + + + + + + + + + -1- + + + +
-+ + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + ;+
+ + + + + + + + + + + + + + +1'
+ + + + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + +
H- + + - + + EXISTING + + + +
+ + + + - WETLAND (TYP) + + + ;-
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + +
- F + + + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + + + + + + + + -+ + + + +
\-t + + + + + + + + + + + + +
▪ + + + +
• + + + + + + + + + + + + + +
+ \+- + +- + + + + + + + + + +
+ + + + + + + + + + + +
+ + + + + + + + + + +,
FUTURE + + + + ▪ + ++ ++
t + + + ROAD R.O.W. - + +
+ + + + + + + /+ + + + +
+ + + + EX. SANITARY SEWER +
+- + + + EASMENT (TYP.)
- h + +
• + +
+ I + + + RIPARIAN +
-H + + BUFFER- ZONE 2 +
+ I + ;- + (TYP.) +
+ + +
+ + +
+ + RIPARIAN
+ + + BUFFER- ZONE 1 + +
+ +++ (TYP.) r
++++
+ + + +- + + + + +
+ + + + + + +
+- +
9
9
9
9
9
9
` 1 `‘ Te -es_-1§1
PROPOSED • , /
GREENWAY TRAIL `.i' j ;` 5- HI`"r,.I‘I.':_°w."`° " ~ 1 _
10' WIDE. PAVED (TYP.) // //.r ~'''\r- t1 `
,i 1 ' `I 1 ti,
WETLAND IMPACT `
1 _
5
AREA 5 PERMANENT' , , ;', ; l ,I '1 ';
CURRENT END OF 'I ; ' } ; ' t , t ', 1 ---- --
STREET - LNCKLEY RD_ :'`, 1t'i'',1 ,'\'', }`. - - _.__
mil.- c� 1 'L ',
A6, O'. `\ ,, 'L 11 1 I i i i 11 ' , -_-_--- ~`•1} 1' 1
1 l 5 ` 1, 1 \ • , t `\ ,`-_------ - 1 , 1 L
� '1 ,`I 5'1''1 L 1 L L L L - .,' 1 •
'S ', 5 'I 5' '1
'
LI ' ` 't
+ +
+ + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
+ + + + + + + + + +
----- I . I 1 1,
GI
+ + + + + ;- + + + + + +
+ + + + + + + + + + + + +
+ + + + + + + + + + + +
+ EXISTING + + + + + + + +
+ WETLAND {TYP} + + + + + + + + +
+ 4+ + + + + + + + +
+ + + + + + + + + + 4- + + +
+ + + + } + + + + + + + + + +
+ + + + + + + + + + + + + + +
- a
I I
' ▪ • I. `. ''1 ,
g T
S 1 u,T\ lL L
all 1 '.
SEP!
SEPI ENGINEEEING& CONSTRUCINC 1, NC.
RALSGt11 ALIANGTON I CHMLOTIE
PEAL/FORT.SC I CJWRLESTON, SC
1 GLBJW000 AVE I SURE WO
R.IHGH.. NC 27403
PHONE [phone]
sepgnc.com
S WOH,iv[. onrs
BEFORE TO . DIGG
Know wha0s below.
Ca I I before you dg-
.ram sed..e rem
, 00
COMTRUMCI.4 SITE SAFETY S THESOIE RESPONSIA IT CF
THE COMPACTOR NSTFER THE OWNER nOR TFE WAVER
SHALL BE E[PFOTED TO ASILWE MN R0PO,SI&IIWY FP?
SAFETY OF THE WORK, Cf PERSONS ENGAGE CITE NOW
CF ANY 1EARBT STRUCTURES. OR CF ANY OIFER PSIICI.41
/40
t9�pGWV
g"kI,R' n''
12 y2,21
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROJEQ:
senfm
WETLAND IMPACTS (PERMANENT)
IMPACT AREA
AREA (AC)
5
0.06
SUBTOTAL
0.06
NORTH
100' 50' 0
SCALE: 1" = 100'
Rev_ Trai Gradlg
4202021
Rev- New Trail
07.062021
Rev- Per Town Comments
ents
09-032021
PROD - AIDE
IA MICR
W AN" BT:
arenacum
CHEC® BT:
IA MICR
WETLAND
IMPACT AREA 3
WA-3

+ + — +
+ + 1 + + + + +
4
1
i
+
+
+ ++++
+ + 4. +
+ +
+ + + +
\ + +
+ + + + + + 1 -F\ + +
4 + + +\ +\ +
+ + + i \I-
+ 4- + +
+ -- +
+ 4
I+
+ + +I +
+ f 1+ +
J + I +I + +
+ + I+ + +
+ +
/ + + +
+ + + + + + +
+ t� +
\+ �+ + + + + + + + -
+ + + + + + + + + + +
+ +\ + + + + + + + + +
+ ti- + + + + + + + +
+ + \+ \ + + + RIPARIAN
BUFFER— ZONE 2 + + +
(TYP.) h +
+ +
RIPARIAN
BUFFER—Z
(TYP.)
EXISTING
W
°a + +
+ �4 +
+ + + + +
+ + + + +
+ + + + + +
+ + + + + +
+ + + + + 4- +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + �- + + + + -I-
+ + + + WETLAND IMPACT + - + +
▪ + + AREA 6 — PERMANENT — +
+
+ + + 20,400 SF I—+
+ + + _ +
+ + + EX. SANITARY SEWER +
+ }+t+ } +++++++EASMENT(TYP.) ++
+ + + + + + +
PROPOSED 4
+ + + +
+ + + + + + GREENWAY TRAIL +
+ + +++ ,—++++10'WIDE, PAVED (TYP.)+++
+ — + + + + + + + + + + + +
+ + +
+ + +
9
+ -` +
+ + +
+ + + +
+ + + + +
+ + + + + +
+ +
+ + + + + +
+ + + + + + +
+ + + + + +
+ + + + + + +
+ + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + +' + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + ;+; + + +
+ + + + + + + +
+ + + +
+ + EXISTING
4_ WETLAND (TYP) +
+ + + + + + +
+ + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + -I + + +
+ + + + + + +
+ + + + + + +
+ + + + + + +
+ + + 1 + -F
+ + + + + + +
+ -r + + + + + +
+ + T + + + + +
+ + + + + + + +
+ + + + 4- -{- + +
N
•
1-
SEP!
SEPI ENGINEERING& D NSTtUCDC01, NC.
RALSGt1 I xaxruTorl I CHMLOTE
BEAUFORr, SC I GWRLSTON, SC
1 GL NWOOD AVE I SURE WO
RALBGH.. NC 27603
PHONE [phone]
sepinc.com
F 3WOHag[. xs
BEFORE TOLL OIG
Know wM1a's below..`�`"F„a��,
Col before you dig.
••• ••pw..F pa. r.�mntotmottaeneettLtemameetwees owe.. VIM,.
FUME
WNSTRUCRLl1 Sr1E SAFETY S rHESOIE RESPONSIEIIT CF
THE CONTRACTOR Ne1FER THE OWNER nOR 1FE UIGNEe1
SHALL BE ESACTED TO ASLWE MY REPO,SI&IIWYFOR
SAFER' CF THE WORT[ OF PERSONS S ENGAGE Fr TIE KNOW
CF ANY IEARBT STRUCTURES. OR OF ANY OTI ER REEMS.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
ffi027ID
RASE
WETLAND IMPACTS (PERMANENT)
IMPACT AREA
AREA {AC)
6
0.47
SUBTOTAL
0.47
NORTH
100' 50' 0
SCALE: 1'= 100'
REVISIONS
Rev_ T,ai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROD. AIDE
IA TA1LCR
BRAM BT:
S1EYI#xI!1
CHEC® BT:
IA TAttM
WETLAND
IMPACT AREA 4
WA-4

+ + + + + + + + + + 4- + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + -1+ + + + + + + + + + -1- + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + 4- + + + + + + + + + + + + + + + + + + + + + Y- - +
+ + + + + + + + + + T EXISTING + + + + + + + + + + + + + + +
+ + + + + + + -F + + + WETLAND (TYP) + + + + + + + + + + + + + -
+ + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + +
+ + + + + + + + + + + + + + + + 4. + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + WETLAND IMPACT + + + + + WETLAND IMPACT + + + + + +
+ + + r + + + + + + + + + + + +
+ + + + + AREA7-PERMANENT + + + + AREA8-PERMANENT + + + + + +
+ + + + 187 SF + + + r + 311 SF + + + + + + +
+ + + • • • • • + + + + t t t't t t t + + + + + t
+ + + EX. SANITARY SEWER - + + + PROPOSED - + + + + + +
+ EASMENT(TYP.) ++ +++GREENWAY TRAIL +++-+ +
+++ + + T + +
+ + + + + + + + • 10' WIDE, PAVED (TYP.) + + + + + 1 +
+ + + + + + + T T t t T t T + + + 4' +
+ + + + + + + + + + + + + + + +
F + '� T
.,.,..Att„
'--------------' --gmil-,e••••=---
_ A__14,-
IRI\
II
L RIPARIAN
BUFFER- ZONE 2
(TYP.)
RIPARIAN
BUFFER- ZONE 1
(TYP.)
+ + + l- + + + + + +
+ + + + + +- - + + +
+ + + + + + + +
4- + + + + +
+ + + + + +
+ +
+ + + + + + +.-- + + +- + + + + + + + 0
+ + + + + + + + + + + + + + + + + I
+ + + + + + + + + + + /+'+ + +/ + + + +
+ + + + + + + + -L + A + + + I + + + + + I
I
+ + + + + + + + + + + + + + + +
+ + + + + + + + + + -f- + + + + + + + + + I + I +
+ + + + + + + + + + F + + + + + + + + I+ I + + +.'
+ + i- + + + + + + + + + + + + + + / / + + +
+ + + + + + s+ + + + + + + +I - + + +
+ + EXISTING + + + + + t + + + \+ \+ +- + +
+ + WETLAND (TYP) + + + + + + + + + • + • + + +
+ + + + + ++ �+ + + + + + + + + , + 4- + + +
+\ +\ -'- +
+ + ± + + + + + PROPOSED + + +a +\ +
+ + + + + + + n+ + + \ \ +
GREENWAY TRAIL
+ +�_F+++++++++ 10'WIDE,PAVED(TYP.) + + + �`
+ + -+ + + + + + + + T� + +/y ,+
+ + + + + + + + _+ / + + + \ +
+ + 1- + -L + + , + + + + _1- + + T i
+ + + + + '+ + + + + + +
+ + + + + + + ± + + +
+ +�. + + + + + + + +
r, +' +- 4- + j,, + + + +
EXISTING -k + + +r+ +
WETLAND (TYP) \
WETLAND IMPACT
AREA 9 - PERMANENT
32 SF
IOG�t rG tpp�
SEP!
SEPI ENGINEEEINGd D NSTtUL71ON, NC.
PALSGt11 xaxruTOrl I CHARLOTTE
BEAUFORT. SC I CFEEESiON, SC
1 GLENWOOD AVE I SUITE WO
12.11J3GH, NC 27603
PHONE [phone]
sepinc.onl
.-.Till 3wAW..[.um,
I �1�?„•-.'1 BEFORE TOIL GIG
Know what's belowu�ue�.ew`"��ca�c
Coll before you dig-
A...16tneum Am
nrvn owlet
NOTICE
COFErRI MM sfTE SAFETY S THESOIE RESPONSIA IT CF
THE CONTRACTOR NETFER THE OWNER nOR TIE HEALER
SHALL BE EOTCT®TO ASSUME MN REIPOnSBIIIWY FCR
SUETY THENORI[Ce PERSONS ENGAGE CI TIE NOW
CF ANY IEARBT STRUCTURE. OR CF ANY OTI ER PERS'l1S.
7r,
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
WETLAND IMPACTS PERMANENT)
IMPACT AREA
AREA (AC)
7
0.004
8
0.01
9
0.001
SUBTOTAL
0.01
NORTH
100' 50' 0
SCALE: 1"= 100'
REASIONS
Rev_ T,ai Gradrg
4202021
Rev- New Trail
07.062021
Rev- Per Town Comments
09-032021
PROI-MOE
IA TATLC?
MAMA BT:
3.1111ACUil
PECKED BT:
IA TATLCR
WETLAND
IMPACT AREA 5
WA-5

+ + +
+ + + 4' +
+ -t + + +
+ + + +
\-k + + +
+ + + +
+ +
+ + + +
+ + + + +
PROPOSED
GREENWAY TRAIL
++
+ ++:10:fw1E,PAVED(TYP.) +• +4 + + + + + +
+ + + WETLAND IMPACT
+ + + ++-F AREA 10-PERMANENT ++
+ + + H4,622SF + +
+ + + + -r + -r + -r + +
+ + + + + + + + + + +
+ + PROPOSED BOARDWALK • +
+ +
+ + + + + _ EX. SANITARY SEWER
+ + + EASMENT (TYP.)
+ + ,+ � � -r i- +
+ + f + rr+ + + + + + + + +
+ + + + + -F + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + -1-
+ + + + + + + + + + +
'+ + + + + + + + + + + +
+ + + + + + + +
+ + + + + +
+
+ + + +
+ + + + +
+ + + + + + +
+
1 _L 1 _L 1 _L
-19
n
± 1,647 SF
Cn
+ +
+ + +
+ + +
+ + +
• + -r + +
+ + +
+ +
E
,.�lyIt ti I.tLt '
t LI 1
V.
i t t t L L tt t — - �.
l51 L 1 L L ▪ - . TM�`
'' -
•---------
^- �++tip /� • •- -
•
RIPARIAN _
BUFFER- ZONE 2 _ + • + + + +
+ + + + +
(TYP.) + + + + +
+ + + + + + +
RIPARIAN +- + + + + + + +
BUFFER- ZONE 1 + + + + t + + +
+ + + + -L + + + +
(TYP.) + + -- + EXISTING +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + + + + + + +
+ + + -1- + + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + + + + + -t + + + + + + +
+ + _+ + + + + + + + 1- + + +
+ + +
+ + +' + + + + + +
▪ + + + +
'E
J51NG
WETLAND (TYP)
+ +
+ +
+ + + + + + +
+ + + a- + +
+ _ + + +
+ +
SEP!
SEPI ENGINEEEINGd D NSTtUL71ON, NC.
PALSGt11 HEAL GTO I I OURLOTIE
BEAFaer,sc I cmmESTON, SC
1 GLENWOOD AVE I SUITE WO
12.81J3GH, NC 27603
PHONE [phone]
sepgno.com
F 3 w AW.. [. um,
BEFORE TOIL DIG
Know what's belowue 5''"E`�`'srocanc
Ca I I before you dig -
NOTICE
CONSRu TICEI s11E SAFETYS THEsc1ERESPONSIAIT CF
THE CONTRACTORNe1FER THE OWNER EORTFE EFG1Ee1
SHALL BE E[PECT®TO ASZ.LEAE MN REPOtSI&IIIY FP?
SUETYCF THE WORK, Cf PERSONS ENGAGED TI-E NOW
CF ANY FEARBT STRUCTURE, DR CF ANY O I -ER PERS NS.
�9p
g"kt,' n''
I2-g -2ar1
FM 6
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
EAE
WETLAND IMPACTS
(PERMANENT)BOARDWALK INSTALLATION
IMPACT AREA
AREA (AC)
10
0.11
SUBTOTAL
0.11
BOARDWALK INSTALLATION
IMPACT LENGTH
AREA (SFj
± 165 LF
1,647
SUBTOTAL
1,647
NORTH
loot 50' 0
SCALE: 1'= 100'
1165731014E
Rev_ Tral Gradrg
4202021
Rev- New Trail
07.062021
Rev- Per Town Comments
09-032021
PROD.MDE
IA MICR
DRAM1 BT:
11ETMOIRI
CEEC®BT:
IA MICR
WETLAND
IMPACT AREA 6
WA-6

PAin
ap
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.
E
RIPARIAN BUFFER & STREAM IMPACTS I PROJECT TOTAL
AREA (SF)
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
54,965
39,818
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILTUPON AREA)
BUILT UPON AREA I PERMANENT
19,602
13,592
10' WIDE PAVED GREENWAYTRAIL
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP_)
800' 400' 0
SCALE: 1 " = 800'
SEP!
SEPI ENGINEEEINGd D NSTtUL71ON, NC.
RALSGt11 HIAf 3TON 1 CHARLOTTE
BEAUFCRr, SC I 0J1416ESTON, SC
1 GLENWOOD AVE I SURE WO
RALHGH, NC 27603
PHONE [phone]
sepinc.com
w AW.. [. wxs
11�� BEFORE TOU DIG
1CnowwM1o3s
C01I before you dig.
FUDGE
W1.4116..Ll1 SfE SAFETY S THESOIERESPONSIA ITCF
THE CONTRACTORNEITFER THE OWNER nORTIEEIGNIEJ
SHALL BE ERECTED TO A0LWE MN REIPO,SI&IIWY FCR
SAFETY CF THE WORT[ GY PERSIX6 ENGAGE FI TIE NOW
CF ANYIEARsT STRUCTURES. ORCF ANY OIFERPS0 NS.
7r,
643. e0 m1[Tc11 FE'
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PRDEU:
9361.027m
666E
REVISION.
Rev_ Trai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROJ. AIGR
IA WACO
DRAMA 6T:
S 1E I#Xt
CHEO® 6T:
IA iAI1
BUFFER/STREAM
IMPACT COVER
BA-0

22�
\\NN-
ZONE 1 - Allowable
Upon Authorization
4,432 SF ---Z2
21
H
----rz ��z2
I, Z1
- ZONE 1 - Allowable
f Upon Authorization
---- 1,213 5F
- - f ZONE 2 - Allowable
-----
~11- Upon Authorization
615 SF
22�
— EX. SANITARY SEWER
EASMENT (TYP.)
v
I1�j
/ /
,� ' /�
jro D O•
h,,,, ' ' `
+
+ + 1
PROPOSED
GREENWAY TRAIL
10' WIDE. PAVED (TYP.)
RIPARIAN
+ BUFFER- Z
(TYP.)
RIPARIAN
+ BUFFER- Z
+ (TYP.)
+ +
+ + +
ZONE
1
1
ZONE 2 + + +
+ +
1 + + +
+l + + +
EXISTING
WETLAND (TYP) 1-
+ + +
+ + + +
+ + +
+ + +
+ + + +
+ + fI
+ + +
+ + 11 +
SEP!
SEPI ENGINEEEING& CONSTRK LION, NC.
RALBCE1 AUPRGTON 1 CHARLOTTE
ErAMORE Sc I CIERLSTO3SC
1 GLBJWOOD AVE I SUITE WO
R.IHGH.. NC 27603
PHONE [phone]
sepinc.com
. 3wIA,E.L. xs
11�� BEFORE TOIL DIG
Knoll, har:below
Call before you dig.
mow ere
t r.--=.«RA.
pstmtnear not Am
FE,RCE
COF6ir1.I000N SfE SAFETY S THESOIE RESPC,ISIEIIT CF
THE CONTRACTOR Ne1I ER THE OWN NOR TIE EERIER
SHALL BE E[PECTED TO AELN.E MY REPO,SI&IIWY FP?
SAFETY OF THE WORK, OI PERSONS ENGAGE CI TIE KNOW
M ANY FEARBT STRUCTURES. OROF ANY OIFERPS3 N8.
7r,
COPAEGAM EMI
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
m
EDE
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
5,047
2,278
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
1,900
420
10' WIDE PAVED GREENWAY TRAIL
NORTH
50' 25' 0
SCALE: 1"= 50'
REVISIONS:
Rev_ Trai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROJ. AIDE
IA TATLOR
O QAMT1 BT:
STEfIJ1011R1
PECKED BT:
IATATLOR
BUFFER
IMPACT AREA 1
BA-1

22
z2
41,
22 ��z2
-r2 r2
`
rz�
PERMANENT STREAM IMPACT
22 LF
469 SF
r EX. SANITARY SEWER
EASMENT (TYP.)
/ —
/ • —
/ / —
/ . /
+ / -▪ —
/ / "J I
+J //
/ + /// /' J/
/ N/F I
+ +J I ; ARBOR CRQEK
HOMEOWN€RS
+ + + ) ASSOC INrp
/ PIN # 0750-10 f923
+
+ + +
+ + +
RIP RAP
PERMANENT STREAM IMPACT
+ NOT MITIGABLE
18 LF
426 SF
/+ � + +
,I+ + +
+ +,
PROPOSED
GREENWAY TRAIL
10' WIDE. PAVED (TYP.)
+
4
RIPARIAN
+ BUFFER- Z
(TYP.)
RIPARIAN
ZONE
▪ BUFFER- ZONE
(TYP.)
+ +
1
1
EXISTING
WETLAND (TYP) 1- +
+ + +
+ + 11 +
SEP!
SEPI ENGINEEEINGd D NSTtUCDC01, NC.
RALBCE1 NFAfGTON 1 CHARLOTTE
BEAUFORr, Sc I CJWRLESTO.J, SC
1 GLENWOOD AVE I SUITE WO
R.IHGH, NC 27603
PHONE [phone]
sepinc.om
F 3 w AW.. [. um,
BEFORE TODIGG
Know, har: below
Ca I I before you ,rig.
r,e ER Rs ftweamerre Arrel :S A.EMANE Ann.. woe.
NOTICE
COEMEM0N Sf1E SAFETY S THESOIE RESPONSIEIIT CF
THE CONTRACTOR NEVER THE OWNER NOR TIE EERIER
SHALL BE E[PECTED TO AELWE MY R0P01SI&IIWY FP?
SAFETY OF THE WORK, OI PERSONS ENGAGE CI TIE NOW
CF ANY REARM STRUCTURES. OROF ANY OTTERPS0 NS.
7r,
COPERIGAM ,o. eOD mI e[TOR FE'
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
m
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM I MPACT J PERMANENT
22
469
EXISTING STREAM IMPACT (SEWER)
STREAM IMPACT I PERMANENT I NOT
MITIGABLE
18
426
RIP RAP OUTLET
NORTH
50' 25' 0
SCALE: 1"= 50'
REASEENE
Rev_ Trai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROJ. AIDE
IA TAILCR
WANE BT:
SIERAOIRI
PECKED BT:
IA TAT'LOR
STR EAM
IMPACT AREA 1
SA-1

ZONE 1 - Allowable
Upon Authorization
4,296 SF
` ZONE 2 - Allowable
y Upon Authorization
2,742 SF
1 . . . -
1 I 1 1 \ - __ �q
`\
• .—... 7-._ _. - - - -...` \-..
�; .
PROPOSED
\ '\ \\\\\� \\
\ 11,1\\\\\ \1
1 ,.111 •,,.
', �11111
\ 1 \ l'
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
ZONE 2 - Allowable
Upon Authorization N/F
858 SF NETTEC &TAYLfJ
'IN t! 0659-29-2534
ZONE 1 - Allowable
Upon Authorization
1,02OS F
o �_J
I+I1
111
N/F fi•
I ULI,,MAN, THOMAS SCOTT /TR & VOLKmAN. I + + I 1 +
GINNY PAULETTE /TR
°IN # 0659-24-2357 r l l l l
111!
�1TI
II
1
1 1
111 1
2
n o
0
+ +
ZONE 2 - Allowable
Upon Authorization
+ -3135F
v
m
l
H + +
+ I
~ + +
+
+
2
i
1\
■ 1
\ 1 \
+
+
+
-♦•
+
+ + +
+ + + + I
+ + + +
EX. SANITARY SEWER
EASMENT (TYP.)
PROPOSED +
- BRIDGE + + + f i� t I
RIPARIAN + + + i +
BUFFER -ZONE 2 fi I
(TYP.) + + + +
RIPARIAN + '- r 1 + \i + +
- -
BUFFER- ZONE 1 + + +I +
(TYP.) + + + + + +
+ + + + + +. +j + +
+ + EXISTING 1 + + { + +
+ + WETLAND (TYP) + + 1\ - + +
+ + + + + + +~�1\+
+ + + + + + +++ I I
+ + + + + I + + +
1
+ + + + + + rft + \
\ 1
..
---,..
+ + + + + + + + +� 0
+ + + + I+ + 1+ + l 11
+ + + + + + + + 1\
+ + + + id + 1+ + \1
.`-°j �� + + + ++ + y
-11-.+ J + + I - -
+
SEP!
SEPI ENGINEERING& D0NSTRUCNC I, NC.
RALBCE I MEARGTON I CHARLOTTE
BEAMORr•8c I CIERLESTON, SC
1 GLENWOOD AVE I SURE 603
RALHGH, NC 27603
PHONE [phone]
sepinc.om
a 3w AW.. [. wxs
1�� BEFOE TOILICnow DIG
3bee
Call before you dig.
I6000
CDIOTRUCM I sFE SARTY S PIERCE RESPONSIEIITCF
THE CONTRACTOR NETFER THE OWNER NOR TIE BEARER
SHALL BE EV3EOT®TO AEIWE MY REPOESIIIIITY FOR
SAFETY OF THE AUK OR PERSONS ENGAGE El TIE NOW
CR ANY REAM STRUCTURES. OROF ANY OIFERPS0 N8.
FM ENMESH. 6 0.7121.1L—DCH,
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
RIPARIAN BUFFER & STREAM IMPACTS
AREA (SF)
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
5,316
3,913
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
1,620
1,120
10' WIDE PAVED GREENWAY TRAIL
NORTH
50' 25' 0
SCALE: 1"= 50'
REAR ORE
Rev_ Tlai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROJ. AIOE
IA MEM
0QAMEI BT:
a.IERa2JR1
CEEC®BT:
IA TAT'IAR
BUFFER
IMPACT AREA 2
BA-2

1-
+
zo
cp
` 07
ib
a7
Lb
07
d7
07
Lo
LD
1.0
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
ZONE 2 - Allowable
Upon Authorization
592 SF
+ + + + + + - ZONE 1 - Allowable
Upon Authorization
1,701 SF
+ + + + + + rt rt- rt
+ + + + +_ _+ _+ + + +
i
+
+
+
+ + + +
+ + EXISTING
+ + WETLAND (TYP)
+
+
+
+
+
+ + + +
+ ZONE 1 - Allowable
Upon Authorization
+ -1,157 SF
+ + + + + +
+ + ZONE 2 - Allowable
Upon Authorization
+ + + 547 SF
1- --+-- +-- +-- + + +
+ + + + + + +
1- + + + + ;^+, +
+ + + + _ A '1 + H--1
I
+ + + + + I+
01
1,0
40
CI)
2
R
21
a
22—_
Z2
f
ft
RIPARIAN
BUFFER- ZONE 2
(TYP.)
RIPARIAN
BUFFER- ZONE 1
(TYP.)
SEP!
SEPI ENGINEEEINGd CONSTRK LION, NC.
RALBCE I HEAfGTON I CHARLOTTE
BEAUFORr, SC I CIERLESTON, SC
1 GLENWOOD AVE I SURE WO
R.IHGH, NC 27603
PHONE [phone]
sepinc.com
F 3MAW..[.unrs
11�� BEFORE TOU DIG
ICnowwinr rs below •�",a��,
Coll before you dig.
NOTICE
COF6ir1.ICOON Sf1E SAFETY S THESCIE RESPC,ISIEIIT CF
THE CONTRACTOR Ne1IER THE OWN NOR TIE EERIER
SHALL BE E[PECTED TO AELWE MN REPO,SIIhLIWY FCR
SAFETY OF THE WOK OI PERSONS ENGAGE El TIE KNOW
CF ANY REARM STRUCTURE. OROF ANY OILERPS0 NS.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
m
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
2,858
1,139
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
600
400
10' WIDE PAVED GREENWAY TRAIL
NORTH
50' 25' 0
SCALE: 1"= 50'
REASIORE
Rev_ Trai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROJ. AIDE
IA TAILOR
0QAMF1 BT:
S1Ef1X0JRI
PECKED BT:
IA 'FATED?
BUFFER
IMPACT AREA 3
BA-3

` 47
SEP!
1-
zO
Lq
L0
a7
Lp
07
d7
07
c ` u
Lp
LD
Lb�
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
RIP RAP
PERMANENT STREAM IMPACT
NOT MITIGABLE
+ 33 LF
+ 333 SF
1- + + + + + + +
+
+ + + + + + _I
+
a?_
LO
o} ,
°� ft
I _
PERMANENT STREAM IMPACT
22 LF
+ + 1 1+ + _250SF
EXISTING '-
+ + WETLAND (TYP) + + + +
I- + + + + + + + + + +
+
+ + + + + + + +
+ + + + + + + + +
+ + + + + + + + +
1- --+-- +-- +-- + +
+ + + + + + +
1- + + + + ;^ +
I
+ + + + + I+
v
r
a
22_
22
f
u
RIPARIAN
BUFFER- ZONE 2
(TYP.)
RIPARIAN
BUFFER- ZONE 1
(TYP.)
SEPI ENGINEEEING& D NSTtUL71ON, NC.
RALSGt11 MAI GTON I CHARLOTTE
BEAuraar. SC I cmRLsrou, SC
1 GLENWOOD AVE I SURE WO
R.IHGH, NC 27603
PHONE [phone]
sepinc.com
1+�� BEFORE TOIL DIG
ICnow,Mwrs below •�",a��,
Coll before you dig.
n.funadExur C. nn.n.1.4 ere
Am
NOTICE
WF6TRUDDCE1 STE SAFETY S rHEsc1ERESPONSIA ITCF
THE CONTRACTOR NEITFERDIE OWNER NOR TFE EIINEeJ
SHALL BE E[PECTED TO ASILE E MN REIPO,SIIIIITY FP?
SAFELY CF THE WORK, OF PERSONS ENGAGED El TFE KNOW
CF ANY IEARBT STRUCTURES. OR CF ANY OTFER PS0Ct4S.
COMMON. Mil
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PRDEU:
MEE
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT I PERMANENT
22
250
CULVERT
STREAM IMPACT I PERMANENT I NOT
MITIGABLE
33
333
RIP RAP OUTLET
NORTH
50' 25' 0
SCALE: 1"= 50'
REASIONC
Rev_ Tlai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROJ. AIDE
IA TAILOR
0QAME BT:
S1Ef1X0JRI
CHEO® BT:
N TAILOR
STREAM
IMPACT AREA 3
SA-3

+ + I
+ + \
+
DV'IN µ 0659-24-7388
1- ,' + + + ±, +
1- ,■ + + + + + + + +
+ + + + + + +
+ + + + + +
+ + + + + + +
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
+ + + + + + ZONE 2 - Allowable
Upon Authorization
+ + + + + + 826 SF
+ + + + + + ZONE 1 - Allowable
-F- + + + + + + Upon Authorization
+ + + + + 1,902 SF
EXISTING + + + + 1
+
WETLAND (TYP)
1- + + + + +
+ + + + + +
ZONE 1 - Allowable
- Upon Authorization
1,259 SF
+ + + + + ZONE 2 - Allowable
Upon Authorization
+ + + + + + + 626 SF
+
EX. SANITARY SEWER
EASMENT (TYP.)
RIPARIAN
+ + + + + + 7 BUFFER- ZONE 2
(TYP-)
+ + + + + + �/ + + RIPARIAN
+ + + + + + + BUFFER- ZONE 1 if +
(TYP.)
+ + + + +" + + + + / +
a
i
i
1
11
of
N/F
FILIPSKI, CARLIN SAE &
ILIPSKI. BERNARD ANTHONY III
PIN # 0659-38-5385
- +
ft
N/r
HINNANT, R5
HINNANT, JENNIr
PIN # 0659-g::-t.
/ice z\. ■■ I =_
/, \ .. �■
■■\.\ \,\ f,
+ + +■�
1
+ + + ++
+ + + +•_ +
+ + + + + +■�
\ /
vocl
�<D
■ `
\\`\\` ,°� is
\
\\ •\\ ---
1
a
-J
SEP!
SEPI ENGINEERING& CONSTRUCTION, INC.
RAIEGH J 'NLI.YNGTON I CHARLOTTE
EEALFORr. Sc I CHARLESTON, SC
1 GLENWDOD AVE I SURE 603
RALBGH. NC 27603
PHONE [phone]
sepinc.00m
—�� BEFORE TOMDIG
IG
knowwhat's below. "
Call before you dg-
IMALTLOCEDELEL .to..aaemd -.-.irc
w - •EI,.,ocw-.w
HOME
CONSTRUCTION sFTE SAFEY 6 THESOIE RESPCf4S6Ffr, CP
THE CornRAeroR NETFER THE OWNER NOR TFE ENGINEER
:HULL BE E[PE01EDTo ASSUME ANY RESPOn9INLTY FOR
SAFETY OF THE WORT[ OF RERSON:1 ENGAGED N THE R.ORK
CP ANY HEARD} STRUCTURES. OR OF ANY OTFER PEGOILS.
12 —2021
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenwoy
DATE
PRO-ECf:
SE20.02L0
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
3,161
1,452
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILTUPON AREA)
BUILT UPON AREA I PERMANENT
760
540
10' WIDE PAVED GREEN WAYTRAI L
NORTH
50' 25' 0
SCALE: 1" = 50'
REODON:k
Rev. Trail Grading
4.202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROD. MGR:
M. TAYIAR
DRAHN EY:
S.1Efr.10TIRI
CHECKED EY:
M. TAYI0R
BUFFER
IMPACT AREA 4
BA-4

1- + +1
+ + '1 1\
' + + 11 \, - - _+ +
\th + + + +,' - +,. 1
1 / • r
1- ,' + + + `\ + + ' + +1,
1- 11 + + + + + + + + + II f7
1 r
+1 + + + + + + PROPOSED
I- `+ + + + + + - GREENWAY TRAIL
+ + + + + + + 10WIDE, PAVED (TYP.)
I- + + + + + + + 1
+ + + + - +' - __ + +r
1- + + + + + + '1+
+ + + + + I- I,
+ EXISTING 30 LF
+ WETLAND (TYP) + + - 242 SF
+ + + + + - _ RIP RAP
DV'IN 3 0659-228-7388
+ + + + + + r
+ + + PERMANENT STREAM IMPACT
a
PERMANENT STREAM IMPACT
+ f + + + + + NOT MITIGABLE f
I- + + H- ± + + - 21 LF
193 SF
+ + + + ± + + +
I— + + + + + + + + A +`'+ +
a
i
Ci
i
6
1
+ + + + + + + t EASMENT (TYP.)
+ + + + + + + +
RIPARIAN
+ + + + + + + 7 BUFFER- ZONE 2
▪ (TYP.)
+ + + + + + �� + + RIPARIAN
BUFFER-
UF (TYP.) R-ZONE 1
+ + + + + + + + +
1
+ + + + +'/ + + + +
EX. SANITARY SEWER
a
+
N/F
FILIPSKI, CAITLIN SAE &
ILIPSKI, BERNARD ANTHONY III
PIN # 0659-38.5385
NI-
HINNANT, R
HINNANT, JEN:tI.
PIN # 0659-"'
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+ + + '� ` \\�\�_•�
1
1
1
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1
1
1
1
SEP!
SEPI ENGINEEEING& D NSTtUCI1ON, NC.
RALBMI I xaxr 3TON I CHPEOTIE
BEAUFCRr. SC I GWRLSTO3SC
1 GLBJWOOO AVE I SUITE WO
R.IHGH, NC 27603
PHONE [phone]
sepgnc.corn
a 3w AW.. [. wxs
1�� BEFORE TOU DIG
Know whars below .` F a
Ca I I before you dig.
.M. da..o�«. `nerl�a; .seeaNE.rPR m tre
er..0 er.0 odAet wen p a ueipw,,..c
.V.lFzrelE..., �.,,,.m..0 ,M..d,
IR CCOLI ._,� COaR,Ets a , � lE
PEUINDE
COEST1A.CDCN snE SAFETY S TIESCIE EERIER
RESPONSNT CF
THE CONTRACTOR Ne1FER THE OWNER nOR TIE EINIER
SHALL BE E[PELT® TOPSZLN.EREPOnSIIIIIPY
SAFFCR
ETYCFTHE WOK R NY PERSIXt4, K ENGAGED CI TCN
MANY IEMBT STRUCTURES. OR CF AOTFER PERS�"N1.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
EDE
STREAM IMPACTS
LENGTH (LF)
f
AREA (SF)
STREAM IMPACT 1 PERMANENT
30
242
CULVERT
STREAM IMPACT 1 PERMANENT I NOT
MITIGABLE
21
193
RIP RAP OUTLET
NORTH
50' 25' 0
SCALE: 1" = 50'
Rev_ T,ai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PRO1.AI2R:
IA MICR
0QAMFI BT:
S1ERAC.0P
CHEC®BT:
IA 'FATED!?
STREAM
IMPACT AREA 4
SA-4

' I•
ZONE 2 - Allowable
Upon Authorization
4,767 SF
ZONE 1 - Allowable
Upon Authorization
1,638 SF
RIPARIAN
BUFFER- ZONE 1
(TYP.)
RIPARIAN
BUFFER- ZONE 2
(TYP.)
I2
Ij
1 y _
▪ 1
•
+
+ + +
+
•
+ + + + + --y + + + + + + +
+ + + + + + + + + + + +
J- + + + + + + + + +
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
EX. SANITARY SEWER
EASMENT (TYP.)
+ + + + -I- + + + +
+ + + + + + + + + +
+ + EXISTING + + + + + +
WETLAND (TYP)
+ + 1I— + + + + 4-
+ + + + + + + + + +
L + + + + -1- + + + + + + +
- + + + + + ZONE 2 - Allowable + +
Upon Authorization +
3,456 SF
e2 2] f
ZONE 1 - Allowable
Upon Authorization
3,278 SF
+ + + + + + +
+ + + + + + `\+1\� +
+ + + + -]-
+ + + +
07
--
SEPI ENGINEERING& CONSTRUCTION, INC.
RALEIGH J 'NLI.W.GTON I C RLO1TE
EEALFORT•SC I CHARLESTON, SO
1 CLENWOOD AVE I SURE 603
RALBCH• NC 27663
PHONE [phone]
sepino.00m
DATs
—�� BEFORE TOU DIG
IGwuv whorl below.
Co I I before you egg.
LHLAEL
PlOwOC•
LE Ott... LE inexwir.Lciors..L.te LocErEALL,
NOTICE
COMMTRUOMN! SITE SAFETY E THESOIE RESPCf4S6IJ1 Y Ce
THE CornRAerop NERFER THE OWNER nOR hE 9.GINEER
SHALL BE E[PECTEDTo A9A.9.E AnY REPOn9INLTY FOR
SAFETY Of THE WORK, Of RERIONT ENGAGED N THE NOR,
Ce ANY lEARBI STRUCTURES. OR Of AM OhER PEECORTS.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PRO.ECf:
S E20.027L0
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
4,916
8,191
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
3,334
3,225
10' WIDE PAVED GREENWAY TRAIL
NORTH
50' 25' 0
SCALE: 1'= 50'
Rev. Trail Grading
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PR.'U. MGR:
M. TAYI.OR
DRAHN EY:
S .TEf1 OURI
CHECKED EY:
M. TAYIOR
BUFFER
IMPACT AREA 5
BA-5

+ + + 1 1- 1-
ZONE 2 - Allowable
+ + + Upon Authorization
+ + + _972SF
+ + + ZONE 1 - Allowable
+ + + + Upon Authorization
4,284 SF
RIPARIAN
BUFFER- ZONE 1
(TYP.)
RIPARIAN
BUFFER- ZONE 2
(TYP.)
+ + + + + + +__ + + \+
+ + .+ + + + + + + + +' +
+ + - + + + + + + -i+ _+_
+ + + + + + + I', + / + ;
EXISTING t \ }
+ + + + WETLAND (TYP) �' } •1 +
+ i1+ ` ` 1
+ + \
•
\ •
-\ \ \
+ + ,• 1 1. _
ZONE 2 - Allowable `.
+ Upon Authorization \\ \\
1 + + + 4,919 SF •+`\
}
4?
+ EX. SANITARY SEWER
+ EASMENT (TYP.)
PROPOSED
GREENWAY TRAIL
MIDDLE CREEK
r y,
22 21
I2
---'"' --,1 y =-...
• 1
\ 1 /ram �
ZI Il ••\
•
•
`, r
•
,
~•
\ \
•••
\
r.• •
I •
•
`+
I0
1- +
+ +
+ +
+ + + + + +
+ +
+ +
• \
1 �•
•
\� •
. . •
•
•
}
•
MtOOLE CREEK
PIN # 0659-46-8422 i
ZONE 2 - Allowable
Upon Authorization
2,209 SF
ZONE 1 - Allowable
Upon Authorization
9,541 SF
1{
hr
G
•
J
SEP!
SEPI ENGINEERING& CONSTRUCTION, INC.
RAIEGH J 'NLI.IN.GTON I CFURLOi1E
9EALLFORT. SC I CHARLESTON, Sr
1 CLENWOOD AVE I SURE 603
RALBGH. NC 27603
PHONE [phone]
sepinc.corn
unrs
—�� BEFORE YOD DIG
_r...cuin
IGww what's below.
Coll before you dg-
+Mwc net e.
HOME
COf4TRUOTION sFTE SAFETY E THESCIE RESPONDS f1 Y CP
THE COrnRAerop NERFER THE OWNER NOR RE ENGINEER
:HULL BE E[PECTEDTO A&,tP.E ANY REPON9INLIY FOR
SAFETY OF THE WOK OF PERSON:1 ENGAGED N THE PORK
CP ANY HEARD} STRUCTURES. OR OF ANY OIFER PEEGOILS.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PRO.ECf:
SE2DJfl 0
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
13,825
8,100
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
5,171
2,153
10' WIDE PAVED GREEN WAY TRAIL
NORTH
50' 25' 0
SCALE: 1"= 50'
PE78ONE
Rev. Trail Grading
4.202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09-032021
PR.'U. MGR:
M. TAYIAR
DRAM.' EY:
S.1EYNIOIPI
CHECKED EY:
M. TAYIOR
BUFFER
IMPACT AREA 6
BA-6
•

1
Z1
RIPARIAN
BUFFER- ZONE 1
(TYP.)
RIPARIAN
BUFFER- ZONE 2
(TYP.)
x
x
x x x
)4„'`
x
EXISTING
jC • WETLAND (TYP) 1(
x
x
x
-I[
ZONE 2 - Allowable
Upon Authorization
6,238 SF
ZONE 1 - Allowable )4-
Upon Authorization
4,052 SF
x
x
x
x
MIDDLE CREEK
4
• �/►
_off ppC7 C 'r,
0o� /.>
�7.
•
22
O'
x
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
0
)4-
EX. SANITARY SEWER
EASMENT (TYP.)
-`
ZONE 2 - Allowable
Upon Authorization
948 SF
22
x
)4-
)(1
'` l
,1.1
x 1
x ,'`1
x
' � x
)4-
-2(
x
x
x
x x x
EXISTING
x
x
WETLAND (TYP)
-7ti • '4 1-
ZONE 1 - Allowable
1 Upon Authorization
1 7,260 5F x
x
x
x
z,?
x
x
-
)4-
ZONE 2 - Allowable
Upon Authorization
1,722 SF
)4-
)4,
7C x ZONE 1 - Allowable
Upon Authorization
7,260 SF
)4-
)4„
x
x
- ,
immatfona
WOODS
�/
4Q�� , `
x
`
x
x
x
L x
)4-
)4
SEP!
SEPI ENGINEERINGCOHSTRUL71GN, NC-
RILLSGt I HEAP 3TON I CHARLOTTE
BEAUFORr. SC I GKRLESTON, SC
1 GL NWOOD AVE I SURE d00
RN.HGH, NC 27603
PHONE [phone]
sepin e.onl
w AW.. [. onrs
BEFORE YOU DIG
Know whol3 belOW ieF nes
Call before you dig-
▪ rowy
--era weearrow .A.• err! oweL
NORM
COFORUS'R0N STE SAFETY S THESUE RESPONSBIJ1 Y CF
THE CONTRACTOR NSIFER THE OWNER NOR TFE S.GIMER
:HAIL BE E[PECTED TO PS0LP1E ANN REIPONSIBLTY FOR
SAFETY OF THE WORK, OF PERIO: ENGAGED N THE WORK
CF ANY NEARBY STRUCTURES. OR OF ANY OIFERPS00HS.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Sheet
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenwoy
DATE
PRO.ECf:
SE20.027A0
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
12,810
8,908
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
4,332
3,619
10' WIDE PAVED GREENWAY TRAIL
NORTH
50' 25' 0
SCALE: 1 " = 50'
Rev. Trail Grading
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09-032021
PROD. MGR:
M TAYLOR
DRAM BY:
8-1EYIKlIIRI
DEC® BY:
M TA11OR
BUFFER
IMPACT AREA 7
BA-7

x
x
EXISTING
7C WETLAND (TYP) 1(
x
x
71
RIPARIAN
BUFFER- ZONE 1
(TYP.)
RIPARIAN
BUFFER- ZONE 2
(TYP.)
x
MIDDLE CREEK
4
•
6/3' 042
0o. ,.>
07
0
1\ ^x za
x
PROPOSED r1I.
GREENWAY TRAIL t
10' WIDE, PAVED (TYP.) x l l
11 .rl .0-
EX. SANITARY SEWER _ l
EASMENT (TYP.) l
x x x �� x
x ii
-.� 1- —
01
LO
1
PERMANENT STREAM IMPACT
17 LF
145 SF
RIP RAP
PERMANENT STREAM IMPACT
NOT MITIGABLE
6 LF
50 SF
xe*
�-1E-*�� tkj 7;
' x x 17.. x
)4-
x xl 7:l x x )4-
x
x� x .� l l x x '` )4.
'� x
x x A xl x '` x '� x
X x X x x
x x ,�.1 '` x x x x x
x x x x x x x x
x x x
x )4- x x x x x
1 x )4,'� x x S.
)4.7C x EXISTING x x
x WETLAND (TYP) )4-7`
x x
x
'`
x x
WOODS
RIP RAP
PERMANENT STREAM IMPACT
NOT MITAGABLE
• 22 LF
x
x
N 11
I
l IS
1{{ I
I
1
x
L x
o.
SEP!
SEPI ENGINEEEINGd DOHSTIIK LION, NC.
RALBM1 HEAfGTON 1 CHARLOTTE
BEAUFORr. BC I CIERLESTON, SC
1 GLENWOOD AVE I SURE d00
RN.HGHH. NC 27603
PHONE [phone]
sepin e.onn
w AW.. [. unrs
BEFORE TOU DIG
ICnowwM1o3s
Call before you dig.
I3CE
CONSir1.1CRLll STIE SAFETY S THESOIE RESPCNSIEIIT CF
THE CONTRACTOR Ne1FER THE OWNER NOR TIE EERIER
SHALL BE E[PECT®TO AELWE MN REPDISI&IIIY FCR
SAFETY OF THE WORT[ OF PERSONS ENGAGED El TIE NOW
CF ANY REARM STRUCTURES. OROF ANY OIFERPS0 N8.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT I PERMANENT
17
145
CULVERT
STREAM IMPACT I PERMANENT I NOT
MITIGABLE
6
50
RIP RAP OUTLET
NGRTH
50' 25' 0
SCALE: 1"= 50'
REASIONi
Rev_ Trai [racing
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROJ. AIOE
IA TAILCR
0QAMF1 BT:
E.1Ef1K0JRI
PECKED BT:
IA 'FATED?
STREAM
IMPACT AREA 7
5A-7
r

PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
ALLOWABLE UPON AUTHORIZATION
TEMPORARY BUFFER IMPACT
BUILT UPON AREA 1 PERMANENT
ZONE 2 - Allowable
Upon Authorization
737 SF
ZONE 2 - Temporary
Buffer Impact
677SF
ZONE 1 - Allowable
i Upon Authorization
1,049 SF
ZONE 1 - Temporary
Buffer Impact
779 SF
TEMPORARY BRIDGE FOR
CONSTRUCTION ACCESS
PROPOSED
BRIDGE
ZONE 1 - Allowable
Upon Authorization
1,062 SF
- ZONE 2 - Allowable
Upon Authorization
1,031
PROPOSED
BRIDGE
292.39
ZONE 1 - Temporary
Buffer Impact
999 SF
RIPARIAN BUFFER IMPACTS
AREA (SF)
ZONE 1
2,774
1,778
596
ZONE 2
2,844
1,079
ZONE 2 - Temporary
Buffer Impact
402 SF
NOTES
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
FOR CONSTRUCTION ACCESS
1,092 101WIDE PAVED GREENWAY TRAIL
WOODS
RIPARIAN
BUFFER- ZONE 1
(TYP.)
RIPARIAN
BUFFER- ZONE 2
(TYP.)
ZONE 2 - Allowable
Upon Authorization
1,076 SF
- —z1 —
ZONE 1 - Allowable
Upon Authorization
663 SF
NORTH
50' 25'
SCALE: l " = 50'
SEP!
SEPI ENGINEERING& CONSTRUCTION, INC.
RALEGH J WLMJNGTON I CHARLOTTE
BEALFORT.. Sc I CHARL STON, SC
1 GLBdWDOD AVE I SURE 603
RALBGH. NC 27603
PHONE [phone]
sepinc.00m
iy
T+. 1wn�ace-ra'x`I J�rscaI3
BEFORE TO II DIG
!Grow what's below.
Call before you dg.
NOTICE
CONSTRUCT)ONI STIE SAFETY 6 THESOIE RESF Ot4S6M' CP
THE COrnRAeroR NETIHER THE OWNER NOR TIE ENGINEER
:HAIL BE EPECTEDTO ASSUME ANN REPON9INLIY FOR
SAFETY OF THE WORK, OF PER.,ONS ENGAGED N THE WORK
CP ANY NEARBY STRUCTURES. OR OF ANY OTHER PERSCNIS.
1 v�., R. w
12--2021
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
PRO.ECf:
ISSUE
DATE
SE20.021L0
Rev. Trail Grading
4.202021
Rev. New Trail
07.06202
Rev. Per Town Comments
09.03202
PROD. MGR:
M. TAYLOR
DRAHN R
1ErMOLI
CHEpIDI
M. TAYIO
BUFFER
IMPACT AREA 8
BA-8

N/F
WOODCREEK NEIGHBORFIi.
PIN # 0659-67-1324
ZONE 2 - Allowable
Upon Authorization
562 SF
ZONE 1 - Allowable
Upon Authorization
1,797 SF
N•' F
O"NTON, KATHERINE
PIN 4 0659-67-0193
ZONE 2 - Allowable
Upon Authorization
641 SF
PROPOSED
BOARDWALK
r
I /
1
I v,
I
N
44)
PROPOSED
GREENWAY TRAIL
10' WIDE, PAVED (TYP.)
RIPARIAN
BUFFER- ZONE 2
(TYP.)
RIPARIAN
BUFFER- ZONE 1
(TYP.)
o7 -
SEP!
SEPI ENGINEEEINGd CONSTRUCICOL NC.
RALBGI I HEAfGTON 1 CHARLOTTE
BEAUFCRr. SC I GWRLESTO3SC
1 GLENWOOD AVE I SUITE 603
R.I HGH, NC 27603
PHONE [phone]
sepinc.com
F iWnH.IV[i unxs
BEFORE TOU DIG
Know whars belowuint."-":. anc
Ca I I before you dig.
woween n elnewunt Eeoo....naEswC.M..en.
FOTICE
CIXUtITr1.ICTILN SITE SAFETY S THESOIE RESPONSIA IT CF
THE CONTRACTORNEITFER THE OWNER nORTIE EIINffi1
SEAL BE EUECTED TO POLICE MY REPONSI91IITY FP?
SAFETY CF THE WORK OF PERSONS ENGAGE CI1FE WORT(
CF ANY WARM STRUCTURES. OR CF ANY OIFERPS3 NS.
�, r.ca4� INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Sheet
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PRO.ECf:
SE20.027AO
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
1,797
1,203
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
598
401
10' WIDE PAVED GREENWAY TRAIL
NORTH
50' 25' 0
SCALE: 1" = 50'
REVISIONS:
Rev. Trail Grading
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PR.'U. MGR:
N TAILOR
DRAMA PT:
S.TEEFAOIIRI
CREC® PT:
N TAYLOR
BUFFER
IMPACT AREA 9
BA-9

• • \•
•
•
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•
■
/
• \ �/ / �
\ \ \ . N. • �— / . ..
________—_
•
m--
\ \
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HASKINS. GEORGE D JR
PIN # 0659-77-4-E
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SEP!
SEPI ENGINEEEINGd D NSTtUL71ON, NC-
RALBca1 I xaxr 3TGN I CHPEOTTE
BEAUFORT.. BC I CJWRLSTON, SC
1 GLENWOOD AVE I SUITE WO
R.IHGH.. NC 27603
PHONE [phone]
sewnc.onl
BEFOE TOU DIG
Know whars
Call before you dig.
•%RI°`r..e COW..
do.M .ow.eWlea .�enaildavasa..e+m
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NOTICE
CDI6TRUCUOIf SfE SAFE( S THESOIE RESPCNSIANT CF
THE CONTRACTOR NETFER THE OWNER nOR TIE EERIER
SHALL BE BEECTE TO A0LN.E MY REPONSIIhLIWY FOR
SAFETY OF THE WORT[ CF PERSONS ENGAGE Ff TIE NOW
MANY IEARBT STRUCTURE. OR CF ANY OTFER PS0CN8.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
m
EDE
RIPARIAN BUFFER IMPACTS
AREA (SF)
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
2,461
1,790
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
691
622
10' WIDE PAVED GREENWAY TRAIL
NORTH
50' 25' 0
SCALE: 1"= 50'
REASIME
Rev_ Trod Gradrg
4202021
Rev- New Trail
07.062021
Rev- Per Town Comments
09.032021
PROJ-AIDE
IA MICR
CRAM BT:
S1Ef1K0JRI
CPEC® BT:
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BUFFER
IMPACT AREA 10
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SEP!
SEPI ENGINEEEING& D NSTtUL71ON, NC.
RALSGt1 I HEAP 3TON I CFARLOTE
BEAUFORr. SC I CJWRLESIOft BC
1 GLENWOOD AVE I SURE WO
R I HGH. NC 27603
PHONE [phone]
sewnc.onl
. 3 WOH,Igl;1>n.s
BEFOTOU DIG
Knowviin,wrs belowRE
Ca I I before you dig.
°ia..c�...e.ar.�e.aveaea..e+m.e
14.04.00.4 IeP1aK1e.lk1080era e
NOIICE
CONSTRUCROII SIZE SAFETY S THESO1E RESPONSIA IT CF
THE CONTRACTOR NEITFER THE OWNER nOR TFE EIINEeJ
SHALL BE EV/EOTED TO A0LN.E MY REIPDISI&IIWY FP?
SAFETY OF THE WORK[ Cf PERSONS ENGAGE Fl hE NOW
CF ANY 1EARBT STRUCTURES. OR CF ANY OIFER PERSONS.
o�Sn
/ _
"O
12- -2021
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs. NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
PROEM
m
EallE
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT 1 PERMANENT
16
135
CULVERT
STREAM IMPACT 1 PERMANENT I NOT
MITIGABLE
12
117
RIP RAP OUTLET
NORTH
50' 25' 0
SCALE: 1'= 50'
REWSIORk
Rev_ T1ai Gradrg
4202021
Rev. New Trail
07.062021
Rev. Per Town Comments
09.032021
PROJ.AIGE
IA TAIICR
MAMA BT:
CHEC®6T:
IATAT'LO?
STREAM
IMPACT AREA 10
5A-1 0

ATTACHNIENT F
00000000000000&O
000000000000000

Arbor Creek/Middle Creek Greenway
TOWN APPROVAL STAMPS
SEP!
HOLLY SPRINGS, NC
Construction Drawings (90% Plans)
March 31, 2021
VICINITY MAP
ARBOR
CREEK
BRIDGEWATER
0
WINDCREST
r
v _.
CROSSWAY LN
rn
rn
GREENWAY
LOCATION
RIDGE
RIDGE
AN
GREENWAY
TRAILHEAD
0
0
WOODCREEK
EN
TF
0'
0
a
sLoer
/
SCALE: 1 "=500'
SHEET INDEX
CIVIL
Co.o
CO.1
C1.0
C1.1
C2.0 - C2.25
C2.26
C2.27
C2.28
C2.29 - C2.30
C3.0 - C3.25
C 4.0
C4.1
C4.2
C4.3
C5.0
C5.1
C5.2
C5.3
STRUCTURAL
S-1-S-13
PTO1-PT05
S B-1-SB-9
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UULIVTES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
COVER SHEET
NOTES SHEET
EXISTING CONDITIONS
TRAIL ROUTING + CONSTRUCTION ACCESS PLAN
EROSION CONTROL PLANS
NCGO1 SELF -INSPECTION, RECORDKEEPING, REPORTING NOTES
NCGO1 GROUND STABILIZATION & MATERIALS HANDLING
EROSION CONTROL NOTES
EROSION CONTROL DETAILS
PLAN AND PROFILE
PARKING AREA - EXISTING CONDITIONS & DEMOLITION PLAN
PARKING AREA - LAYOUT PLAN
PARKING AREA - GRADING & DRAINAGE PLAN
PARKING AREA - LANDSCAPE PLAN
SITE DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
BRIDGE PLANS
PRECAST CONCRETE BOARDWALK PLANS
BOARDWALK PLANS
SITE DATA
SITE LOCATION
Along Middle Creek between Sunset
Lake Rd. and Holly Springs Rd.
PIN(S)
SEE LISTING BELOW
GROSS ACREAGE
+136 AC
EXISTING ZONING
R-20 / R-10 / R-10 CU 1 PUD
WATERSHED
MIDDLE CREEK
RIVER BASIN
NEUSE
FLOODPLAIN
FIRM PANEL 0750 MAP 3720075000J
DATED 5/2/2006
FIRM PANEL 0659 MAP 3720065900J
DATED 5/2/2006
CURRENT USE
VACANT
PROPOSED USE
GREENWAY
PIN
Real Estate ID
Owner Name
0750-22-0168
0211564
T own of Holly Springs
0750-12-7235
0428$93
Arbor Creek KS LLC
0750-11-8963
0750-1 1-8876
0252467
Michelle L Bailey& Sharon Shelton
0252466
Jorge Alberto & Natalia Ortiz
0750-11-8799
0252465
Joan E Church
0750-11-8792
0252464
Emmanuel Agamloh & Jane Sekyi
0750-1 1-8685
0253667
Albert S Romero, Jr & Lavina Romero
0750-12-0529
0253662
Arbor Creek Homeowners Assoc Inc
0750-10-9923
0240773
Arbor Creek Homeowners Assoc Inc
0750-10-7721
0245383
Arbor Creek Homeowners Assoc Inc
0750-20-0554
0245349
Arbor Creek Homeowners Assoc Inc
0750-10-7683
0245377
Andrea M Daniel Beimler & John R Beimler
0750-10-7566
0245376
Susan E & Arturo L Zepeda
0750-10-7462
0245373
Michael Turner & Melissa Fenn
0750-10-7395
0245372
Rodney C & Traci L Cooper
0750-20-2087
0273525
Arbor Creek Homeowners Assoc Inc
0659-29-3556
0361283
Bridgewater Holly Springs Homeowners Assn Inc
0659-29-4300
0361284
Bridgewater Holly Springs Homeowners Assn Inc
0750-30-3969
0000365
The Math Family LLC
0659-28-7388
0036549
Town of Holly Springs
0659-47-4367
0365869
Town of Holly Springs
0659-46-8422
0058563
Sunset Ridge North Assn Inc
0659-66-6792
0049292
Margaret White Flintom
0659-57-3903
0365870
Woodcreek Neighborhood Assn Inc
0659-77-0392
0439873
Timothy & Cynthia Larson
0659-67-1324
0405171
Woodcreek Neighborhood Assn Inc
0659-47-9295
0411586
Woodcreek Neighborhood Assn Inc
0659-76-4945
0354443
Woodcreek Neighborhood Assn Inc
0659-76-8220
0102932
Town of Cary
PROJECT TEAM
OWNER:
TOWN OF HOLLY SPRINGS
PARKS AND RECREATION
128 S. Main Street
Holly Springs, NC 27540
Contact:
Matt Beard
Park Planner
PH: [phone]
matt.beard @hollyspringsnc
.gov
CONSULTANTS:
SEPI, INC.
1 Glenwood Avenue
Raleigh, NC 27603
PH: [phone]
Civil Engineer/ Project Manager:
Michael Taylor, PE
PH: [phone]
[e-mail]
Surveyor:
Steve Coats, PLS
Environmental:
Bob Lepsic
Anna Reusche
S&ME
3201 Spring Forest Road
Raleigh, NC 27605
PH: [phone]
Geotechnical Engineer:
Kevin Nadeau, P.E.
PH: [phone]
[e-mail]
STEWART
223 S. West Street, Suite 1 100
Raleigh, NC 27603
PH: [phone]
Structural Engineer:
David Ruggles, PE
PH: [phone]
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
\kWIllllllrrlrrrrr
cAt
ssroy.y
v
` SEAL
053032
�rrrrrll11111111���
12-08-2021
'��111i111r11j1r
rrr+1r111ft% \
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
COVER
SHEET
c-o.o

GENERAL NOTES:
1. BOUNDARY & ENVIRONMENTAL INFORMATION, EXCEPT AS NOTED, TAKEN
FROM AN ELECTRONIC FILE OF A FIELD SURVEY PREPARED BY SEPI
ENGINEERING & CONSTRUCTION DATED MAY 5, 2020. TOPOGRAPHIC DATA
TAKEN FROM AN ELECTRONIC FILE OF AERIAL MAPPING PREPARED BY SPATIAL
DATA CONSULTANTS, INC. DATED MARCH 13, 2020. ALL OTHER PLANIMETRIC
INFORMATION OBTAINED FROM TOWN AND COUNTY GIS DATA.
2. HORIZONTAL AND VERTICAL CONTROL WAS ESTABLISHED BY RTK GPS AND
OPUS OBSERVATIONS. COORDINATES SHOWN ARE GRID COORDINATES. ALL
BEARINGS ARE GRID BEARINGS UNLESS OTHERWISE NOTED, ALL DISTANCES
ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATED ALL UTILITIES AND UTILITY
ELEVATIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING
COMPANY {ONE CALL AT 1-800-632-4949, OR INDIVIDUAL UTILITY OWNER).
ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE
CONTRACTORS EXPENSE,
4. UNLESS EXPLICITLY SPECIFIED, THIS PROJECT SHALL COMPLY WITH THE TOWN
OF HOLLY SPRINGS UNIFIED DEVELOPMENT ORDINANCE (UDO) AND ALL
OTHER APPLICABLE REGULATIONS AND GUIDELINES. IN THE EVENT OF A
DISCREPANCY BETWEEN THIS APPROVED PLAN AND THE APPLICABLE
REGULATIONS OR GUIDELINES, THE MORE STRINGENT SHALL APPLY.
5. CONTRACTOR TO OBTAIN COPIES OF ALL PERMITS AND ENCROACHMENTS
PRIOR TO CONSTRUCTION, COMPLY WITH ALL REQUIREMENTS LISTED THEREIN,
AND COORDINATE AND OBTAIN ALL INSPECTIONS, INCLUDING THOSE
REQUIRED FOR PROJECT CLOSE-OUT. MAINTAIN A COPY OF ALL PERMITS
ON -SITE.
6. ALL ACTIVITIES SHALL COMPLY AT A MINIMUM WITH ALL STATE AND FEDERAL
REGULATIONS, AS WELL AS THE APPROPRIATE COUNTY HEALTH DEPARTMENT
REGULATIONS, AND TOWN AND COUNTY FIRE DEPARTMENT REGULATION FOR
HAZARDOUS MATERIALS AND WASTES.
7, PROTECTION OF EXISTING VEGETATION: THE TREE PROTECTION FENCING SHALL
BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES AND REMAIN IN
PLACE UNTIL ALL CONSTRUCTION 15 COMPLETED AND THE FINAL INSPECTION 15
SCHEDULED. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED
AREA. THE FENCING SHALL BE REMOVED PRIOR TO THE FINIAL SITE INSPECTION.
8. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT
WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND
REPLACED BY A LICENSED LAND SURVEYOR AT CONTRACTOR'S EXPENSE.
9. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FOR ANY WORK
WHICH REQUIRES THE CLOSURE OF A TRAVEL LANE(S) AND/OR SIDEWALK.
MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL 15 THE SOLE RESPONSIBILITY
OF THE CONTRACTOR. TRAFFIC CONTROL SHALL BE MAINTAINED IN
ACCORDANCE WITH NCDOT STANDARDS AND THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES, OR AS DIRECTED BY THE LOCAL MUNICIPALITY.
10. ANY DISCREPANCIES FOUND BETWEEN THESE DRAWINGS AND SPECIFICATIONS
AND SITE CONDITIONS, OR ANY INCONSISTENCIES OR AMBIGUITIES IN
DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH
INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVER. WITHOUT
ATTEMPTING TO CONTACT HE DESIGN ENGINEER, WILL BE DONE AT THE
CONTRACTORS RISK.
11.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
REVIEW PRIOR TO COMMENCING ANY WORK. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS OR CLAIMS FOR ADDITIONAL PAYMENT WILL BE
ALLOWED WITHOUT PRIOR APPROVAL BY THE OWNER OR ENGINEER.
12. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY
CONTRACTOR WITH OWNERS' REPRESENTATIVE PRIOR TO CONSTRUCTION.
13, EROSION CONTROL MEASURES AND TREE PROTECTION FENCING SHALL BE
INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
14, ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF -SITE AND IN
ACCORDANCE WITH ALL APPLICABLE RULES & REGULATIONS.
15. SEWER MANHOLES LOCATED IN THE PROPOSED ASPHALT TRAIL WILL REQUIRE
ADJUSTMENT TO FINISHED GRADE.
16. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE
AND LANDSCAPE ARCHITECT PRIOR TO TREE REMOVAL.
17. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AN
OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE AND DESIGN ENGINEER
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR
TO CONSTRUCTION.
18. CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE CLEAN UP
OF LITTER AND REFUSE GENERATED BY CONSTRUCTION ACTIVITIES. THE CLEAN
UP SHALL BE DONE ON A REGULAR BASIS, AND SHALL INCLUDE INITIATED
ACTION AND ASSUMING ANY COST ASSOCIATED WITH CLEAN UP ACTIVITIES.
ALL REFUSE AND DEBRIS SHALL BE DISPOSED OF LAWFULLY AT AN OFF -SITE
LOCATION.
19. CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO
ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER PRIOR TO
DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILTIIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
0 1M11111111/0o
e�_.0 Essroyf». T
SEAL
053032
1/"//+++r l 1111lll‘\‘\\\\
12-08-2021
1,111illl1111111!
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
LANDSCAPE NOTES:
1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY. ALL
GENERAL NOTES AND GENERAL CONSTRUCTION NOTES APPLY.
2. THE CONTRACTOR I5 RESPONSIBLE FOR ALL QUANTITY TAKE -OFFS AND
VERIFICATION OF MATERIALS AS SHOWN ON THESE PLANS AND IN WRITTEN
SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINIAL BIDDING OR
INSTALLATION.
3. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING AND PROPOSED
UNDERGROUND UTILITIES PRIOR TO THE INSTALLATION OF ANY PLANT
MATERIAL.
4. ALL LANDSCAPE MATERIALS SHALL CONFORM TO THE ACCEPTED
STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN.
5. PRIOR TO THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL
PROPERLY BACKFILL ALL PLANT MATERIAL THAT HAS BEEN PLACED IN
PREPARED HOLES: AND PROPERLY WATER AND MULCH ALL PREPARED
GROUNDCOVER, PERENNIAL AND ANNUAL BEDS
6. ALL TREES AND SHRUBS SHALL BE SOAKED WITH WATER AND MULCHED
IMMEDIATELY FOLLOWING INSTALLATION.
7. LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE ANY ON -SITE PLANT
STORAGE AREA.
8. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY
HAND PRIOR TO PLACEMENT AND BACK FILLING WITH PREPARED SOILS.
HAND TOOLS ARE NOT TO BE USED TO SCARIFY ROOT BALLS.
9. ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM
AROUND THE UPPER PARTS OF THE ROOT BALL. METAL BASKET WIRES AND
BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE
SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP
SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACKFILLING.
10, ALL PLANTING AREAS SHALL BE EDGED WITH SMOOTH, CONTINUOUS
CURVES.
11. ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AS SPECIFIED IN THE
PLANTING DETAILS & PLANT LIST, CONTAINER SIZES PROVIDED FOR
REFERENCE ONLY.
12. TREE STAKING AND GUYING, IF NECESSARY, SHALL BE PERFORMED WITHIN A
WEEK OF PLANTING, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE
FOR REMOVING ALL TREE STAKING MATERIAL AFTER THE FIRST FULL
GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST.
13. B & B AS LISTED UNDER "ROOT' IN THE PLANT LIST INDICATES BALLED AND
BURLAPPED.
14. ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO
PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED.
15. ALL MATERIALS. PLANTING AND LANDSCAPE WORK SHALL CONFORM TO
THE LOCAL OR COUNTY JURISDICTIONAL AUTHORITY'S STANDARD
SPECIFICATIONS AND DETAILS.
GRADING NOTES:
1. TREE PROTECTION FENCING SHALL BE INSTALLED BEFORE ANY WORK IS
DONE ON THE SITE AND INSPECTED PER TOWN REGULATIONS.
2. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL
SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE
CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE
REMOVED PRIOR TO FINAL SITE INSPECTION.
3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION
BACK TO EXISTING GRADE, WITH NO SHARP OR ABRUPT CHANGES.
4. THE PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS. REFER TO
PAVEMENT AND SIDEWALK DETAILS TO ESTABLISH CORRECT SUB -BASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
5, CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE 50 THAT RUNOFF WILL
FLOW BY GRAVITY ACROSS NEW PAVEMENT AND/OR LANDSCAPE AREAS
TO NEW OR EXISTING STORM DRAIN INLETS, SWALES, DITCHES OR
OVERLAND SHEET FLOW.
6. REFER TO SHEET C-2.10 FOR PERMANENT SEEDING SCHEDULE.
7. ROOT PROTECTION ZONE EQUALS ONE FOOT OF RADIUS FOR EVERY INCH
OF DIAMETER OF EXISTING TREES. OR SIX FOOT RADIUS, WHICHEVER IS
GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA, AREA MUST BE
PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS.
8. AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE
AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL
CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA PRIOR TO OR AT
THE SAME TIME AS SILT FENCE AND OTHER EROSION CONTROL MEASURES
ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON
THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL
REMAIN IN PLACE UNTIL ALL OF THE CONSTRUCTION IN THE VICINITY OF THE
TREES 15 COMPLETE. NO STORAGE OF MATERIALS, FILL. OR EQUIPMENT AND
NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
NOTES
c-o.1

I=
la
I;
4
I;
li
4'
4=
/ Oa
or
.4
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
300' 150' 0
SCALE: 1" = 300'
300'
NORTH
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESEMATIV E THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
0111111III111l,,��
.Q,oFEssro�,, •
SEAL
053032
rf,Il'''��Irrl+'I'11111G \\
12-08-2021
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
PROJECT:
ISSUE:
REVISIONS:
PROJ. MGR:
DRAWN BY:
CHECKED BY:
5E20.027.00
DATE
M. TAYLOR
L. SMITH, 5. TEYMOURI, E. GWIN
M. TAYLOR
EXISTING
CONDITIONS
c-1.o
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TEMPORARY
CONSTRUCTION
LAYDOWN AREA # 1
_ r
'-- .\:7------;=-1.,-;j:Q- -4. '-- '..1: ---- P '7: ::". ::'
..---F)--t- -.!,\11:-.--:: -:: :\
'ice; tip• � ice' -,7 $ \\\ \� _ -
r
PROPOSED TRAIL (TYP)
PROPOSED GREENWAY
ASEMENT (TYP)
TEMPORARY BRIDGE111
(DESIGNED, PERMITTED, &
SUPPLIED BY CONTRACTOR)
414'
a :
TEMPORARY
CONSTRUCTION
ACCESS #5
AirAustik — . 0 4. rr
.„,,,
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
300' 150' 0
SCALE: 1" = 300'
300
NORTH
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
�■����+, I, I I I r rr rri���.
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SEAL
▪ =- - 053032
triVoK
12-08-2021
00111,11f1111111f/
1\& coVsi
COPYRIGHT@ 2021
SERI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
PROJECT: 5 E20.027,00
ISSUE:
REVISIONS:
PROJ. MGR:
DRAWN BY:
CHECKED BY:
EXHIBIT MAP
M. TAYLOR
L. SMITH. 5. TEYMOURI, E. GWIN
M. TAYLOR
DATE
01.26.2021
SHEET KEY & CONSTRUCTION
ACCESS PLAN
c-1.1

1/6/2022 1:09 PM X:\2020\SE20.027.00 ToHS - Arbor Creek Greenwoy\Lb\besign\Drawings\Plonsets\Site. Plan\SE20027 C-2.0 THRU C-2.5 EROSION CONTROL.dwg
Tr&
r
PROPOSED TEMPORARY
CONSTRUCTION ACCESS
ROUTE #1
540 SQ. FT.
COIR FIBER
MATTING
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
7-
+ ( +
}
LIMITS OF -
DISTURBANCE (TYP.)
EX. ROPERr?\
BOUNDA'Y (TYP.
;1; WETLANDS
P.)
EXISTING
FLOODWAY
`1— +
+ \ + ''
Oo
�i +
//
�EX/SEWER
EASEMENT (TYP.)
PROPOSED
r SEGMENTAL
\ BLOCK WALL -
45 LF (-90 SFF)
EX. WLANDS
(TYP.
EX. BOARDWALK TO BE [REMOVED
+LIMITS OF
DISTURBAUFE (TYP.)
EX. ROPERTY ---ty j
BODARY (TYP
EX. oARDWAik TO BE R
VED
GRE AY EASEMENT
+(WIDTH VARIES, )
PROPO 10'
WIDE AS HALT
FAIRFORD DR
'SS -
-SS
-
- Ss
7.0
4-_
7
-1-77"
LEGEND - EROSION CONTROL:
Z1
12
_
t
TPSF
LD
SF SF
TP TP
TPSF
140-
140
LD LD -
SF SF
TP TP
TPSF
TPSF
❑ ❑
❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND LAMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR RS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILETS BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UHLRIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
41.
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY —200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
0 9,
•
i 1 CONTRACTOR TO PROVIDE PERMANENT
r GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
�rl
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
,\,.111111111rr1,,,��
7,Q,DFESS/o fry• 9
SEAL
053032
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'�,+�++r111111n1��',
01-05-2021
1kit 11if11111�!
`stC'�lt' & Cal&
+111r*
llflillll,,`
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0
SCALE: 1, = 30'
30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
C2.0

3
C-2.5 EROSION CO
CD
0
Drawings\PH
Creek Green
�', X:\2020\5E20.027.00 I
12/8/2021 10:4
—SS _
- SS _
SS
,, "t" . -7_
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21
'F
ANCE (TYP.)
PROPOSED 10' --�
WIDE ASPHALT
TRAIL (TYP.)
PROPERTk
BeU RY (TYP. - -
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
Lu co
La
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a
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547 SQ. FT.
COIR FIBER
MATTI N G
159 SQ. FT.
COIR FIBER
MATTING
EX. SEWER
EASEMENT (TYP.)
Za Oa
Z=
0 0z
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FLOODWAY
lz
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CREEK
PROPOSED 10' - 35a
WIDE ASPHALT
TRAIL (TYP.)
\N•g• AIN
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k\x-1.‘
EX. SEWER
EASEMENT (TYP.)
4'21+"r PIS
360—
ARBOR
CREEK
RIPARIAN BUFFER/
LIMITS 0
D JURBANCE-4TY
PROPOSED 10'
WIDE ASPHALT ,�`
TRAIL (TYF= -
--� �_�'�2695Q.FT. s
COIR FIBER
13s6� �` MATTING �N`
EX. PROPERTY ' \ \
BOUNDARY (TYP.) \\, N\
EX/ V'VETLAN DS
(TYP.)
418 5Q. FT.
COIR FIBER
MATTING
J
LEGEND - EROSION CONTROL:
Z1
Z2
TPSF
LD
SF SF
TP TP
TPSF
140-
140
LD
LD —
SF SF
TP TP
TPSF
TPSF
111111
11
t
❑ ❑
❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
inform refs or
IIVAPAPAP-
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UULBIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
0 9,
•
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY —200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
•=iirl
ja
III
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
,\‘‘\U U I I,„„, ,��
coo
�_.,,,oESS/o,f,�,•. 9
SEAL
053032
12-08-2021
00,�IiVIifIIIIII!
Illllrlll1+00
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
30' 15' 0
SCALE: 1, = 30'
30'
NORTH
C2.1

I r��
I
1
./
LIMITS OF
DISTURBANCE (TYP.j
�7 PROPOSED
STORM PIPE (TYP.)
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
z1—r
RIPARIAN BUFFER
1
)
4-
4-
4T
N
'G ty U
�T o �
o°a
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
4-
- PROPOSED
STORM PIPE (TYP.)
4T
4-
4-
4-
L
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. 0.
______
MATTING �_��1 �� l p z
Q cr �j, L A' ►sti
AL GNMENT "B" ��_
SEE SHEET C2.1$ �� E K
Tof 7
4-
4-
4-
4-
f
451 SQ. FT, l l
f COIR FIBER f
MATTING
.) /
4T
4-
4-
4-
4-
4-
4-
4-
4-
-560
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES. TYP.)
4-
I .4 /
.
w•
40/f-,
1 1 111° 1#0,11/41 I I 414". *:
4 _1.--"t•_.4-.-.-W.s7' . 4f"`l.e ,,: lr2,1147-II
565
NJ'
l
Jr
4-
4-
o
o
" EX. SEWER
EASEMENT (TYP.)
LEGEND - EROSION CONTROL:
Z1
Z2
_
TPSF
LD
SF SF
TP TP
TPSF
14C)—
140
LD LD —
SF SF
TP TP
TPSF
TPSF
❑ ❑
❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
or 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACIUTIES
Know what's below.
CCIII before you dig.
THE LocKnoNs OF EXISTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESEMAT1VE. THE CONTRACTOR SHALL DETERMINE THE
IEKACT LOCATION OF ALL BUSTING Lyn LETS BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
1r;j7j -1 VARIES
•
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
fri 1 CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
\ MIXTURE OR 4" HARDWOOD MULCH. SEE
' \ PERMANENT SEEDING SCHEDULE FOR
\ ADDITIONAL GUIDANCE. SHEET C-2.27.
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
s- ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
NPDES DOCUMENTATION NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
•
SEAL
01-05-2021
*
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
NORTH
C2.2

12/8/2021 10:46 AM X:\2020\SE20.027.00 ToHS - Arbor Creek Greerway\LE) \besigr \Drawir gs\Plar sets\Site. Plan \SE20027 C-2.0 THRU C-2.5 EROSION CONTROL.dwg
7.
If
j x 'S.x Y...�J1- 'A RIPARIAN BUFFER�`�.
X x X x x x
x EXISTING x x xO�
FLOODPLAIN _
C
o-�
.nr � fit--_ �
3• � �i>� ■ - ,�- �`` iit1 � �►�i� �4 '1►��►i ‘4111411 �r .. �,■_'_ �!�<j�jM��R:.lti�{,�r.._..-ail �
Rrjr + +°►i��7►�;� �11ti3�'Y�s. �! , r .� 1► a s��r�%='�►•__ �•. .�.1.: A�► 1�' �i. hl �..�-i
1141
41. ' y �- Y ►' i *; rti *► ,_ ►'r►z ► 1►rs nnnn n
r IkAk�..V� ._ w►,* ■ ati ■►di � ak ..'"�'1� ■i�fi��w��IVIT1V �j '11 7RI w VE itE:: -t` te141r ■:I�1�i l��l cAgraarrstalni ealib. _ZPA'IL ktelgiltr AI it►n Pa�� c350
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
\ —342
c7
I
kr
(
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
crY
QZ
EX. SEWER
EASEMENT (TYP.)
355
co
4t
444
q:0e
-
X
V\f
ARBOR
CREEK
\\`
4
o
: 4 Q=
f L
Zi
12
PROPOSED STORM
PIPE (TYP.)
N
t
7 Mink —
%VA
kleitititikiV
hit
XI fitX.V111%,
ITSVVkb.�■ ■` LD
% A \IA IA 1%, Vii
, _ __ _
365
_r- __ `_ _ __J- -,_ _ _ _ - - - -,- -
:- - ,_ — - ---,,.._i
�
___ G -.-----
�e\
4.
LEGEND - EROSION CONTROL:
LD
SF SF
TP TP
TPSF
140— — —
140
LEI LD
SF SF
TP TP
TPSF
TPSF
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
info rill refs or
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
sepiinc .corn
ID 3 WORKING DAYS
"or , BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACIUTIES
Know what's below.
CCIII before you dig.
THE LocKnoNs OF EXISTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESEMAT1VE. THE CONTRACTOR SHALL DETERMINE THE
IEKACT LOCATION OF ALL BUSTING un LETS BEFORE COMMENCING WORK. AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
Ci
V\\
v'\\
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
\ MIXTURE OR 4" HARDWOOD MULCH. SEE
' \ PERMANENT SEEDING SCHEDULE FOR
\ ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
s- ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
511
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
SEAL
12-08-2021
*
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
C2.3

12/8/2021 10:47 AM X:\2020\SE20.027.00 ToHS - Arbor Creek Greerway\LE) \besigr \Drawir gs\Plar sets\Site. Plan \SE20027 C-2.0 THRU C-2.5 EROSION CONTROL.dwg
- �� 0- EXISTING
FLOODPLAIN
-EX-.-SEW ER -
EASEMENT (TYP:)
-- 340
44. (���Gr1+
PROPOSED
GREENWAY EASEMENT s�
(WIDTH VARIES, TYP.) C��.
PROPOSED 10' WIDE -
ASPHALT TRAIL (TYP.) rass
PROPOSED
STORM PIPE (TYP,)
PROPOSED TEMPORARY
CONSTRUCTION ACCESS
ROUTE #3
-
-Q\Q\A%
RIPARIAN BUFFER
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
cOOJ4ry
b
• a � X
�\mit
PROPOSED
BRIDGE
TRAIL ALIGN A
��lllll
ti11111111MC WINN
llilllll. ��-
1�
I
1293 SQ. FT.
COIR FIBER
MATTING . -- —
RIPARIAN BUFFER
l(/
e
. ,.
<7
V
2
■
LEGEND - EROSION CONTROL:
,I::
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
Zl RIPARIAN BUFFER - ZONE 1
Z2
Try
140-
140
LD LD
SF SF
TP TP
TPSF
LD -
SF SF
TP TP
TPSF
TPSF
111111
11
t
❑ ❑ ❑ ❑
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
infirm refs or
11► +r+elehir+r
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR TTS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILRIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
VP
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
0 9,
•
' i 1 CONTRACTOR TO PROVIDE PERMANENT
r GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
r \ PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
;st (BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
jowl! III11111,0
..,,,sFESS/O fr •
.
•
SEAL `
053032
/0/001, l 11111,0
12-08-2021
fl�111,!
`////, lrl*\\\ lflillll
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
PROJ. MGR:
NI. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
C2.4

12/8/2021 10:47 AM X:\2020\SE20.027,00 ToHS - Arbor Creek Greenway\Lb\Design \Drawings\Plansets\Site Plan\SE20027 C-2.0 THRU C-2.5 EROSION CONTROL.dwg
fi
L
r Jr
jr
jr
EX. SEWER
EASEMENT (TYP.)
MA�p,FAM1LY 1LC1‘4
# 07 50-3 969
EXISTING
FLOODPLAIN
ll Jr
EXISTING
FLOODWAY
I
Jr
,-
Jr
`A
Jr
EX. WETLANDS
(TYP.
i
Jr (I
+
I
IJr
(
) 0
0
•
LIMITS OF
DISTURBANCE (TYP,)
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.) r9
49
0
/4
4-
4-
4- C
X. WETLANDS
(TYP.)r
4t
••••-
Ql
1 � \
Jr EXISTING\
FLOODPLAIN
4
1 jr
+ + 4
Jr
± ---,- + *4_ Jr
-A- Jr + ( + 4- --j(---)jr
-4-
T
❑7
L
r�rF
MA -A PANTIE 3� 395 E
P114# 0750
—1
LEGEND - EROSION CONTROL:
Z1
12
_
TPSF
LD
SF SF
TP TP
TPSF
140-
140
LD LD —
SF SF
TP TP
TPSF
TPSF
111111
11
t
❑ ❑
❑ ❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
iffsAr
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING Lin LETS BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
0 9,
•
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
•e1
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
lI
I
ja
III
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
SE AL
053032
12-08-2021
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
C2.5

(
EX. WETLANDS
/(TYP.) .�
EXISTING
FLOODPLAIN
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
` PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
l ��o
a
f
XQ<
�
1
7C
a'`
z
Q\��1 a7
J
01
/)Y7.--)-(1
x x
\ J x
x X/ r
J
x.
PROPOSED
STORM PIPE (TYP.)
l
LEGEND - EROSION CONTROL:
_ _
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
11 RIPARIAN BUFFER - ZONE 1
12
TPSF
140-
140
LD LD
SF SF
TP TP
TPSF
LD -
SF SF
TP TP
TPSF
TPSF
111111
11
t
❑ ❑ ❑ ❑ ❑
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
vers
OA el
X
([1)
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
V ARES
VP
SILT FENCE
OUTLET © LOW
POINTS AND
EVERY ---200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
•
1
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
ADDITIONAL GUIDANCE, SHEET C-2.27.
NPDES DOCUMENTATION NOTE:
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE I5 SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCGO10000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCGO10000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
,111111rr,r,,��
LSS�O��I.9
SEAL
053032
F-. FNGI NE .=
I/43,rII woo
01-05-2021
, 01 11111r1111!
"/ 11111111ti���
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 5. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
SE20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF / 11.12 ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C2.6

C-2.10 EROSION CONTROL.dwg
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PROPOSED
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PROPOSED
STORM PIPE (TYP.)
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RIPARIAN BUFFER 1
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EX. SEWER
EASEMENT (TYP.)
LEGEND - EROSION CONTROL:
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TP TP
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140-
140
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LD -
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TP TP
TPSF
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❑ ❑
❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
1nf1, 1�+ff'I
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF BUSTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
41.
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY —200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
0 9,
•
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
rlll >>
Oj511
I\ \ Ill
NPDES DOCUMENTATION NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
,0111111111rr1r,���
v1/4
4)r.
.LSS/O,(r•, .9
•
SEAL
- 053032
I �rrnn1'``\
01-05-2021
llifllrrr,I
\\C & Tom'%;
rrr+1r111f11j11
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
C2.7

8
watil
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7
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FLOODPLAIN
•
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1393 SQ. FT.
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345
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LEGEND - EROSION CONTROL:
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140-
140
SF SF
TP TP
TPSF
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TP TP
TPSF
TPSF
111111
11
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
ID 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACIUTIES
Know what's below.
CCIII before you dig.
THE LocKnoNs OF BUSTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESEMATNE THE CONTRACTOR SHALL DETERMINE THE
IEKACT LOCATION OF ALL BUSTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
•
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
MIXTURE OR 4'' HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
\ ADDITIONAL GUIDANCE, SHEET C-2.27.
NPDES DOCUMENTATION NOTE:
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
•
SEAL
053032
12-08-2021
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
ISSUE:
TOTAL DISTURBED AREA
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
NORTH
C2.8

1
-"A/71)//,))67.
/
1 /
r-
x
WIDE
�
� � X
C � X � X�
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PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
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IX
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Y X
PROPOSED
STORM PIPE (TYP.) X
•
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EXISTING
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PROPOSED
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EXISTING
FLOODWAY
J
X ,
X x RIPARIAN BUFFER
_SE-NER
SEMENT ()YP.)
/
LEGEND - EROSION CONTROL:
21
22
— TPSF
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40
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— SF SF
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11111111111111IIII IIIII II III I I II1I IIIII III
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-->--->--->--->—
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
e 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILMES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES,
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE. SHEET C-2.27.
SILT FENCE
OUTLET @ LOW
POINTS AND
EVER" —200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
NPDES DOCUMENTATION NOTE:
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCGO1 0000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCGO10000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS I5 ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
'011I 1 1111111.1j/
41?
`49"\ ti5510y �1��'q�''
QR 9�
SEAL
053032
-ii/':ALR. `+YLrIN4''r,*�
01-05-2021
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 5. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
PROJECT: 5E20.027.00
DATE
TOTAL DISTURBED AREA
484179 SF 1 11.12 ACRES
ISSUE:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
REVISIONS:
A Rev.1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR: M. TAYLOR
DRAWN BY: L. SMITH. 5. TEYMOURI, E. GWIN
CHECKED BY: M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
C2.9

7-
CR
N
CR
CR
N
x EXISTING
FLOODWAY
x
37 S'Y CLASS 1 RIP RAP
x(27 TONS) FABRIC
00 ys FILJE
ripitNia„, vato
r k‘ISWiNlk*
44\ '‘‘
7 SY CLASSIP RAP
(27 TONSI
40 SY FILTER FABRIC
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z x x
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PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
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1 \ 411111P:r' 7174-7 ....4a,,,110
EX. SEWER- ---
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LIMITS OF
DISTURBANCE (TYP.)
330
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
1�f
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EXISTING
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44,
19,
LEGEND - EROSION CONTROL:
Z1
Z2
_ _ _
TPSF
LD
SF SF
TP TP
TPSF
140—
140
LD
LD -
SF SF
TP TP
TPSF
TPSF
111111
t
0 0
0 0
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
clic,. iris or
■ A■! i■fi r■!
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
I
1 VARIES
V\\
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
d 9,
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
•e\
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
5
1
1 a
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
01111IIIIrrlr�lr
•
SEAL
053032
.F� . FN�I NE��.=
,!'/�rrrrllllllll111� �,
12-08-2021
1,1111Ti11 111 r111!
`I'III/1111111 WO'
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C2.10

± lr
z2
IT
4
4-
4-
--7------(jr 4-
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4-
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PROPOSED
4 �� L
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. 1
EXISTING
FLOODPLAIN
1 ►1
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP,)
I1
4-
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tirl+ RIPARIAN BUFFER
4-
4T
EX. WETLAN
4-
4
H ti��Y 659�t� -4367
RIAG
N IS # 0659
RIPARIAN BUFFER
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED 1 0' WIDE
ASPHALT TRAIL (TYP.)
❑7
4-
4T
1
4-
EX. W ETLI
(TYP.)
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7_T
EXISTING
FLOODPLAIN
z2 z�
•
LEGEND - EROSION CONTROL:
Z1
Z2
_
t
TPSF
LD
SF SF
TP TP
TPSF
140-
140
LD LD -
SF SF
TP TP
TPSF
TPSF
❑ ❑
❑ ❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
is -lot sot ob.0
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILBIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
0 9,
•
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE. SHEET C-2.27.
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
l�
1
ja
III
NPDES DOCUMENTATION NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
�,01I I I I I r 1,,,,i,
.Q�DF FSS�O��I.9
SEAL
053032
12-08-2021
I.
\\C ccA67om'%;
++r*
lltil0 \\\
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
30' 15' 0
SCALE: 1" = 30'
30'
NORTH
C2.11

12/8/2021 10:58 AM x \2020\SE20 027 00 ToHS - Arbor Creek Greenway\ LID \ Design \Drawings\Plansets\Site Plan\SE20027 C-2.1 1 THRU C-2.15 EROSION CONTROL dwg
I L
EXISTING,„
FLOODW Y
'Farmimetr ImorArArmwAwar-
�� airA.,
-r.
�
PROPOSED
STORM PIPE (TYP.)
RIPARIAN BUFFER
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
EXISTING
FLOODPLAIN
12
J
7
22
Q7
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
EX. SEWER
EASEMENT (TYP.)
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ASPHALT TRAIL (TYP.)
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(TYP.) �>
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4T
4-
4-
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065'
LEGEND - EROSION CONTROL:
_ _ _
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
11 RIPARIAN BUFFER - ZONE 1
12
TPSF
140-
140
LD LD
SF SF
TP TP
TPSF
LD -
SF SF
TP TP
TPSF
TPSF
111111
11
t
— —�—�
❑ ❑ ❑ ❑
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
infirm iris or
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
VP.
0 9,
•
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
i 1 CONTRACTOR TO PROVIDE PERMANENT
r GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
�_.Q�DFFSS/oCARo
•
fr . 9
SEAL `
053032
NE
/0/001,111111,0
12-08-2021
illifi111,'!
\\CikccA67om'%;
"/ 11111111ti���
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0
SCALE: 1" = 30'
30'
NORTH
PROJ. MGR:
NI. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
C2.12

-328
M°."Md7•1P
r
1
Z2
9,
`L
ti
Z2
I
RIPARIAN BUFFER
/ + (TYP.)
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
-F
J
EXPSEWER
EASEMENT (TYP.)
T1. RIPARIAN BUFFER -
//7r
10' WIDE
ASPHALT TRAIL (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
(
EX. WTLNDS
(TYP.)
l
L+
'
--""4":"P/
zeirop,w. ,
ApP
PROPOSED
GREENWAY EASEMENT
(WIDTH VARIES, TYP.)
vIJIE
LEGEND - EROSION CONTROL:
_ _ _
Z1
Z2
_ _
TPSF
LD
SF SF
TP TP
TPSF
140-
140
LD —
SF
TP
TPSF
LD —
SF
TP
TPSF
111111
11
11111
III
-
❑ ❑
❑ ❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
044040440
X
([1)
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
V AR1ES
TYP.
0•
SILT FENCE
OUTLET © LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
ADDITIONAL GUIDANCE, SHEET C-2.27.
\
``(\ GREENWAY EASEMENT
,'LIMITS OF DISTURBANCE
1
T�
NPDES DOCUMENTATION NOTE:
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCGO10000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCGO10000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
j\VPII1111rr1,Il„!
cAR0
�_.Q,,DFESS/O,fr,, •. 9
SEAL
053032
,�.=
,!lllrl+rrlII1lVlil����,,
01-05-2021
\��,',Ii III11 r1111!
/1/1/1rrrrl*Il+1��11
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF / 11.12 ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C2.13

x
x
x
1
7
x
x
x
x
x
A
x
x
X x
x x x
x
X X
x x x
/ IZ
x
x
X
x
x
25(
x
LIMITS OF
DISTURBANCE (TYP.)
h
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
X
x X
x X x<
) x
X x
Ex W LANDS
(TYP.)"..,
X_
�f 1x x
X X x X
x
x
EXISTING x
FLOODWAY
x
x
x
�C v EXISTING x
FLOODPLAIN
RIPARIAN BUFFER
EX. SEWER
EASEM (TYP.)
,27
L1
LIMITS OF
DISTURBANCE (TYP.) r '
/ 'z,I%
PROPOSED 30' WIDE
GREENWAY
EASEMENT (TYP.)
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
U'
/��
/7;-
/II 1111
/ 110 11 i
III( I\�\�1
\ I)
EXISTING
FLOODPLAIN
(
LEGEND - EROSION CONTROL:
__
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
Zl RIPARIAN BUFFER - ZONE 1
Z2
TPSF
140-
140
LD LD
SF SF
TP TP
TPSF
LD —
SF SF
TP TP
TPSF
TPSF
111111
11
t
>--->-- - �
❑ ❑
❑ ❑
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
inform refs or
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
TY P •
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY —200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
9,
•
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
s- ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
�_.Q�DFLSS/ofr .
SEAL `
053032
e.
/0/011nI11,11,00
12-08-2021
I. 11 i 111111'!
\\CikccA67om'%;
"/ 11111111ti���
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
NI. TAYLOR
DRAWN BY:
L. SMITH, S. TEYNIOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
NORTH
C2.14

EXISTING
FLOODPLAIN
PROPOSED
BOARDWALK " 8"
± 30.00
cV
334
0
//cQ'N
■
I
1
LIMITS OF
DISTURBANCE (TYP.)
1
PROPOSED 301 WIDE
GREENWAY
EASEMENT (TYP.)
ti
iy
l
1894 5Q. FT.
COIR FIBER
MATTING
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.
COIR FIBER
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A
•
N,
PROPOSED 30' WIDE
GREENWAY
EASEMENT (TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
351,
N.
45>
N
•
LEGEND - EROSION CONTROL:
AIM MEW MEW MEM MEW MEW MEW MEW AIM
140— — — — —
140
SF SF SF SF
TP TP TP TP
TPSF
TPSF
•
ris refs or
11$110-110-1111-
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
ID 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
CCIII before you dig.
THE LOCATIONS Of EXISTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETER/AINE THE
EKACT LOCATION OF ALL EXISTING LI-FILMES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NCR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
SILT FENCE
OUTLET @ LOW
POINTS AND
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
fp
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
"-- \ PERMANENT SEEDING SCHEDULE FOR
\ ADDITIONAL GUIDANCE, SHEET C-2.27.
NPDES DOCUMENTATION NOTE:
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
.....::::...., ... ;31.c11EI sl Is! /101 4,1147./......7 _.,,
12-08-2021
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
NORTH
C2.15

1/6/2022 10:12 AM X:\2020\SE20.027.00 ToHS - Arbor Creek Greenwoy\LD\Design \ Drawings \Plonsets\Site Plan\SE20027 C-2.16 THRU C-2.20 EROSION CONTROL.dwg
J
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PRQPOSED 30-WI _ - — — — ' /
REENWAY _ .
EASEMENT (TYP.r-
PROPOSED 10' WIDE _ ° O�e P� _ .
ASPHALT TRAIL (TYP.�
. y,.°SV,ALIGNMENT " -
E 5EE S EET C2.22
dl - - dl d..L dl
46
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7
7
7
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dl dJ.
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EXISTIN
529
414 hall: 1.11.1'1141"
MIERFAIVINIMMIMMF
di 01111111!fr dl.
EX. WETLANDS„._
(TYP.)
bts
Ob
SEGMENT OF
EXISTING TRAIL Ta\-
EASEMENT LINE )
LEGEND - EROSION CONTROL:
140— — — — —
140
SF SF SF SF
TP TP TP TP
•
info risers or
IIVAPAPAP-
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
n) 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS Of EXISTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERAAINE THE
EKACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
fp
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
"-- \ PERMANENT SEEDING SCHEDULE FOR
\ ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
s- ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
•
SEAL
11,
01-05-2021
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
C2.16

----- \\
7 z
7
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1 j 1 I
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x
x
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x
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(TYP.)
x
x
x
1
/
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— PROPOSED 10' WID
utvtriS-0 TRAIL
DISRBAN[TYP=
i
PROPOSED 3i5rWIDF,
GREENWAY
EASEMENT (TYP.)
332
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x
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x
x
x
x-
x x max\
x �
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x
I
•
NNN ` \
TYPICAL GREENWAY
ENTRANCE PER SPECS
571 SQ. FT.
COIR FIBER
MATTING
EXISTING x x X
X FLOODPLAIN _
X X X-- �X-- X V
PROPOSED TEMPORARY
CONSTRUCTION ACCESS
ROUTE #8
ALIGNMENT "G"
SEE SHEETS C3.23 - C3.24
J
J2 J
330 '33T-
329
1
LEGEND - EROSION CONTROL:
Z1
12
140-
140
— LD LD LD —
SF SF SF SF
TP TP TP TP
TPSF TPSF TPSF TPSF
❑ ❑ ❑ ❑ ❑
amyl. vers
X
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS Of EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY ---200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED `
MIXTURE OR 4" HARDWOOD MULCH. SEE
�\ PERMANENT SEEDING SCHEDULE FOR
(35
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
s- ASPHALT TRAIL
,\
I\ \ Ill
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
0101 II
•
SEAL
T.
12-08-2021
/1/111111100
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
ISSUE:
TOTAL DISTURBED AREA
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL A
NORTH
C2.17

1/6/2022 10:14 AM X:\2020\SE20.027.00 ToHS - Arbor Creek Greenwoy\LD\Design\Drawings\Plonsets\Site Plon\SE20027 C-2.16 THRU C-2.20 EROSION CONTROL.dwg
f
S
- SS _ ? _ SS
�xl
_ f �
l
- ss -
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
1 �
N�96LEY bAVID M &
BLelAUREN WARQ
�P �l Oda f0-6-7-2,6
PROPOSED TEMPORARY
CONSTRUCTION ACCESS
ROUTE #2
1
J
1
LIMITS OF
QC) DISTURBANCE (TYP.)
O 7-
1
rr
�JJ
�LU
� � 1
1 T L EI L
} \lBEIM E
J + ' 'PIN # 6?50-
��
PROPOSED 30' WIDE
GREENWAY
EASEMENT (TYP.)
(
1
EX. SEWER
- EASEMENT EASEMENT (TYP.) \ d4-\
670 5Q. FT.
COIR FIBER
MATTING
350 5Q. FT.
COIR FIBER
MATTING
) �1
N/F \ \�
ZEPEDA, SUSAN E &\\ \
ZEPEDA, ART'�"LOt
PIAI , (174.(L1 (L7�.#-re:� 1
�/
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED
'STORM PIPE (TYP.),
SEE SHEET C2.2
+ 1 N/F
ARBOR CI EEK
H W N ERS
ASSC 1I O�N�C
PIN # 0750-2<1-0554
\ I
+ +
+
+ { +
RIPARIAN BUFFER
I+
tv
+ ti
+ + 1~
+ + +
RIPARIAN BUFFER FLOODPLAIN
+ I
EXISTING � J
/ 1
+ + +
r
+ + +
+
EXISTING
- FLOODWAY -
+ +
1
LEGEND - EROSION CONTROL:
Z1
Z2
_
Try
LD
SF SF
TP TP
TPSF
140-
140
LD
LD -
SF SF
TP TP
TPSF
TPSF
111111
11
t
❑ ❑
❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
info ris refs or
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UULBIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
0 9,
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY —200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
s- ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
;3rl
ja
III
NPDES DOCUMENTATION NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
j\,‘,,,UIIIIIri,,,,,
cAt
�_.,,,oESSiO,p,,,,•. 9
SEAL
053032
1 �, G�
'�,
01-05-2021
\\C & Tom'%;
`I,,++�1lrl*\\\ lflillll
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
likegoIrail Cross Slope
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0
SCALE: 1" = 30'
30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL B
C2.18

12/8/2021 1 1 :08 AM X:\2020\SE20.027.00 ToHS - Arbor Creek Greerway\LD\besigr \Drawir gs\Plar sets\Site. Plan \SE20027 C-2.1 6 THRU C-2.20 EROSION CONTROL.dwg
RIPARIAN BUFFER
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED TEMPORARY
CONSTRUCTION ACCESS
ROUTE #2
LEGEND - EROSION CONTROL:
_ _ _
Z1
12
_ _
TPSF
LD
SF SF
TP TP
TPSF
140-
140
LD —
SF
TP
TPSF
LD —
SF
TP
TPSF
111111
11
11111
III
t
❑ ❑
❑ ❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
X
([1)
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR RS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
TY P •
SILT FENCE
OUTLET © LOW
POINTS AND
EVERY ---200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
1
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
ADDITIONAL GUIDANCE, SHEET C-2.27.
\
``e\ GREENWAY EASEMENT
,'LIMITS OF DISTURBANCE
1
T�
NPDES DOCUMENTATION NOTE:
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCGO10000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCGO10000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS 15 ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
j\kWIllllllrrlrrrr!
cAt
•.•
SEAL
053032
!!rlrr
12-08-2021
1,1 ,0111111rr11!!
rrr11111111ti���
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF / 11.12 ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0
SCALE: 1" = 30'
30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL C
C2.19

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PIN # 0659-47-4672
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EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. i SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILMES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERaINETHE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AN❑
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
Ir y
VARIES
TYP-
\\'!
1°
SILT FENCE
OUTLET @ LOW
POINTS AND
EVER" -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
4 r
NPDES DOCUMENTATION NOTE:
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCGO1 0000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS I5 ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
``„,,H, I I I CAR I7'••
QR �tiSS/0 4 9
SEAL
053032
C�q� I�[ri`]lt'iG l�
f�I,' f'�ilI1II'IIi11""'',
01-05-2021
IIIIIIIII',,lf
/`f •,•IIII11 1 1 i \,\
0%%0\
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
PROJECT:
5E20.027.00
DATE
TOTAL DISTURBED AREA
484179 SF / 11.12 ACRES
ISSUE:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
REVISIONS:
A Rev.1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH. 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL D
30' 15' 0
SCALE: 1" = 30'
30'
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EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
sepiinc.com
• 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACIUTIES
Know what's below.
Call before you dig.
THE LocKnoNs OF BUSTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESEMATNE THE CONTRACTOR SHALL DETERMINE THE
IEKACT LOCATION OF ALL BUSTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILMES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
•
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
ADENTIONAL GUIDANCE. SHEET C-2.27.
NPDES DOCUMENTATION NOTE:
GREENWAY EASEMENT
OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
•
SEAL
053032
01-05-2021
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
ISSUE:
TOTAL DISTURBED AREA
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL X
C2.21
NORTFI

1.1 \SL2002/ C-2.2I 1111RU C-2.25 LROSION CON] ROL.
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1/6/2022 10:19 AM X:\2020\2L20.02/.00 1
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LEGEND - EROSION CONTROL:
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EXISTING PROPERTY LINE
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EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
▪ BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
41.
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY ---200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
ci
•
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
r
1
l
ja
III
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
\,,,,,<<III IIIrrir,,
�. Q,y�F ESS/O,r�' . 9
SEAL
053032
I7,1,rhrrl1=CPl l l ``\
01-05-2021
1,1,,,1i1Iif11���,I
\\C & Tom'%;
`I,,"/ 1lfl1lflilll0.0
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0
SCALE: 1, = 30'
30'
NORTH
PROJ. MGR:
NI. TAYLOR
DRAWN BY:
L. SMITH, S. TEYN1OURL E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL F
C2.22

LEGEND - EROSION CONTROL:
SEP!
.�SL2002/ C-2.2 I I
PROPOSED TEMPORARY
CONSTRUCTION -ACCESS
RQUTE #8
fP \ \
TYPICAL GREENWAY
ENTRANCE PER SPECS
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SEE SHEETS C3.23 - C3.24
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RIPARIAN BUFFER - ZONE 1
12 RIPARIAN BUFFER - ZONE 2
140— — — — — EXISTING CONTOUR
LD
SF SF
TP TP
TPSF
140 PROPOSED CONTOUR
LD LD PROPOSED LIMITS OF DISTURBANCE
SF SF PROPOSED SILT FENCE
TP TP PROPOSED TREE PROTECTION FENCE
TPSF TPSF PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
D0000 WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
ID 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS Of EXISTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETER/AINE THE
EKACT LOCATION OF ALL EXISTING LI-FILMES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
(35
SILT FENCE
OUTLET @ LOW
POINTS AND
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
fp
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
1 MIXTURE OR 4" HARDWOOD MULCH. SEE
`--- \ PERMANENT SEEDING SCHEDULE FOR
\ ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
s- ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
00111111111111,90
SEAL
053032
12-08-2021
liint
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
ISSUE:
TOTAL DISTURBED AREA
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL G
NORTH
2.23

"
l1
_ �355
r
r
J
� 350 --
W ! f
_____ .� . — Nirgir��` ..Z+fi� PRpPC*D la 4v14
�:�7�•� 345 - :+,1 • ASPHE,�.i TRi;IL [T'.j
• -- — .-� `— "1 — LIMITS o� 49 /1
---� �r �� 7 - i6IST1 'BANCE/6P1 /
�' ` `� /
__
�_�— �_ J-- / Z ( /
335 - �� �� -J �� f -----
- �_� 1 l
�� ____ \ --- ` /
�� _` �_�J
1-7y:4:?+3r�i'r_3A� 335 _
-717-f(oi6S}GRE
/ ASEtNT.(Wf TH
(VAR E5, TYP] ' J
1
' � 111
� 1 1 l
�
I1� ' ► �
\ }
°?.'
4\ 1 \ )
I \\ 1 1
/ \ `EXISTING
ooDPLAiN
1
1
1
LEGEND - EROSION CONTROL:
Z1
12
Try
LD
SF SF
TP TP
TPSF
140-
140
LD LD —
SF SF
TP TP
TPSF
TPSF
11111111
t
❑ ❑
❑ ❑ ❑
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
• TEMPORARY CONSTRUCTION
ACCESS ROUTE
X
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS Of EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
(35
SILT FENCE
OUTLET @ LOW
POINTS AND
EVERY -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED `
MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
GREENWAY EASEMENT
s-LIMITS OF DISTURBANCE
ASPHALT TRAIL
NPDES DOCUMENTATION NOTE:
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000.
011111111Hrr,r,,��
ESS/o fr(.. 9
SEAL
053032
F� . FNGI H�
•
I����rhrn 1111�n1j1'��,
12-08-2021
01 111111r1rfi''
l+rr1111+1j11
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
TOTAL DISTURBED AREA
484179 SF/ 11.12ACRES
REVISIONS:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
TRAIL G
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C2.24

1
PR �
DI {Y�)1
O LIMITS OF
STURBAN E T
CI]
rx
9d
Dk
ci
1
r-
1/
BC 346.80
BC 344.87
X. TREE LINE (TY
1088 SQ. FT.
COIR FIBER
MATTING
X. WENDS
(TYP.)
�345-.
RO PPOSED 10' WIDE
ASPHALT TRP
PROPOSED TM
PE (TYP.i
EXISTING —
OODPLAIN
-1(
7
LEGEND - EROSION CONTROL:
21
22
- TPSF
- I F.
SF SF
TP TP
TPSF
4li
40
I D
LD-
SF sr
TP TP
TPSF
TPSF -
111111111111II IIII IIIII111111I II1I IIIII III
.
-->--->--->--->—
EXISTING PROPERTY LINE
EXISTING GREENWAY EASEMENT
EXISTING UTILITY EASEMENT
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE PROTECTION / SILT
FENCE COMBINATION
PROPOSED STORM DRAINAGE PIPE
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WOODEN GUARDRAIL
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY LAYDOWN AREA
PROPOSED ASPHALT TRAIL
CONCRETE WASHOUT
PROPOSED SILT FENCE OUTLET
PROPOSED CHECK DAM
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. i SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
f `I BEFORE YOU DIG
/- FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AN❑
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK.
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NPDES STABILIZATION (N.T.S.)
II1
rd
\'
ti.
SILT FENCE
OUTLET @ LOW
POINTS AND
EVER" -200 LF
SILT FENCE
(DOWNHILL
SIDE OF TRAIL)
CONTRACTOR TO PROVIDE PERMANENT
GROUND COVER IN ALL AREAS OUTSIDE
GRAVEL SHOULDER WITHIN THE LIMITS OF
DISTURBANCE. PERMANENT GROUND
COVER SHALL BE EITHER PERMANENT SEED
MIXTURE OR 4" HARDWOOD MULCH. SEE
PERMANENT SEEDING SCHEDULE FOR
1 ADDITIONAL GUIDANCE, SHEET C-2.27.
NPDES DOCUMENTATION NOTE:
GREENWAY EASEMENT
LIMITS OF DISTURBANCE
ASPHALT TRAIL
24" GRAVEL SHOULDER
TREE PROTECTION
FENCE
(BOTH SIDES OF TRAIL)
1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES
GENERAL STORMWATER PERMIT NCGO1 0000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT
TO NPDES GENERAL STORMWATER PERMIT NCGO10000
ONLY.
3. THIS PAGE OF THE APPROVED PLANS I5 ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
``\\\-[H, I I I CAR�I FI
ri
QR F_SS/O 9� i '
SEAL
053032
//9:1 P1 fllR.lIli l"'�
01-18-2021
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
PROJECT: 5E20.027.00
DATE
TOTAL DISTURBED AREA
484179 SF / 11.12 ACRES
ISSUE:
SEE SHEETS C-2.25, 2.26, 2.27, 2.28, 2.29 FOR EROSION
CONTROL MAINTENANCE NOTES, CONSTRUCTION
SEQUENCING, TEMPORARY & PERMANENT SEEDING.
REVISIONS:
A Rev.1
4\ Rev.2
01.05.2022
01.18.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR: M. TAYLOR
DRAWN BY: L. SMITH. 5. TEYMOURI, E. GWIN
CHECKED BY: M. TAYLOR
EROSION & SEDIMENTATION
CONTROL PLAN
PARKING AREA
30' 15' 0
SCALE: 1" = 30'
30
NCRTF
C2.25

WIDTH VARIES
10'
2'
;reenway\LD\Design \Dr
TIMBER MAT
W/ NO SLOTS
THRU BOLT 1'
EXISTING
GROUND
TIMBER MAT W/ NO SLOTS
MIN- WIDTH AS NECESSARY FOR EQUIPMENT
-I r In
-
-111111III1_.
1-111E111-11 HI III III III III 111 111 111 111IE
=1 I 11 111 111 I 1111-1 1-1 1-111-111I 111 111 111
i1I11I11I11I1111�1�1-1�1-111�1�1II11I11II-_
- - - - - - - - - - - - -
1 I
1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1III
CROSS sEcTioN
10 MIN
CONTRACTOR SHALL PROVIDE TIMBER MATS WITHOUT SLOTS
WHEN CROSSING JURISDICTIONAL AREAS AS PERMITTED AND
SHOWN ON THE APPROVED PLANS. MATS WITHOUT SLOTS
ARE UTILIZED TO MINIMIZE SEDIMENT DEPOSITS INTO
ENVIRONMENTALLY SENSITIVE AREAS. USE CAROLINA TIMBER
CRANE MAT OR ENGINEER APPROVED ALTERNATIVE.
PLAN VIEW
COMPACTED ABC
STONE APPROACH
SILT FENCE OR
COMBINATION TREE
PROTECTION 1 SILT FENCE
AS SHOWN ON ESC PLANS
RIP -RAP DISSIPATOR, SEE
PLANS FOR DIMENSIONS
II
FLOW
SF
❑l
AS
11
N
mao.s
L`
re r
AvAa-
44,
Fr -of
map,
1 1
NOTES:
1. SEE CONSTRUCTION SEQUENCE FOR EROSION CONTROL MEASURES DURING
PIPE INSTALLATION.
2. FOR GRAPHIC CLARITY, THE LIMITS OF DISTURBANCE AND TREE PROTECTION
FENCE LINES ARE SEPARATE FROM THE OTHER, HOWEVER FOR
CONSTRUCTION, THE TREE PROTECTION FENCE SHALL BE LOCATED AT THE
LIMITS OF DISTURBANCE.
LIMITS OF DISTURBANCE
TREE PROTECTION FENCE
ASPHALT TRAIL
GRAVEL SHOULDER
STORM DRAINAGE PIPE, SEE
PLANS FOR PIPE SCHEDULE
TIMBER MAT W/ NO SLOTS
SCALE: NTS
1
PIPE CROSSINGS
SCALE: NTS
2
APPROVED SEDIMENT FILTERING DEVICE (SEDIMENT
FILTER BAG). PROVIDE POSITIVE DRAINAGE FROM
SEDIMENT FILTER BAG TO STREAM.
DISCHARGEONTO STABLE
RIPRAP PAD TO PREVENT
SCOUR HOLE
FLOVV
� v
Station
Pipe Size
(in.)
Material
Number
of Pipes
Length
(LF)
Invert Up
Invert
Down
Rip Rap
Area (sq.
yd.)
Rip Rap
Tonnage
Fabric Area
(sq. ft.)
26+41
48
RCP
3
22
344
343.5
47
57
64
27+50
18
RCP
1
18
353
352
9
8
10
40+83
18
RCP
1
32
339
338
4
8
8
59+08
36
RCP
3
22
338.9
338.8
66
66
66
63+93
48
RCP
1
28
333.8
333.3
49
52
50
68+06
30
H D P E
1
31
342.5
339.8
11
14
17
74+04
18
RCP
2
21
339.1
338.5
7
8
12
77+31
24
RCP
4
23
331.9
331.9
37
47
57
79+92
24
RCP
4
23
330.9
330.9
37
47
57
89+62
48
RCP
1
21
327.3
327.2
28
34
38
95+06
48
RCP
1
22
325.9
325.8
28
34
38
103+30
48
RCP
2
18
323.2
323.0
28
34
38
122+07
24
RCP
1
23
344.8
344.3
7
8
12
126+61
48
RCP
2
20
323.8
323.3
50
50
63
Align.-X
19+10
15
RCP
1
21
325.25
325
7
8
12
DISCHARGE HOSES
STREAM DIVERSION PUMP
INTAKE HOSE
IRgp,1dK
j.L.7.0111
SUMP-HOLE FOR POOL
(12' TO 18" DEEP, 2-FT DIAMETER)
WORK AREA LENGTH NOT TO EXCEED THAT WHICH CAN BE
COMPLETED IN ONE DAY
TEMPORARY PUMP AROUND SEQUENCE
1- SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
2.INSTALL UP -STREAM SANDBAG DAM.
3.INSTALL DOWNSTREAM SANDBAG DAM.
4.THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM-
5_ STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.
r�
NOTES:
1- SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA- THE
PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS.
2- WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE THE MEASURE SHALL BE
LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE
SEDIMENT FILTER BAG AND THE STREAMBANK-
SEWN-IN CONNECTION SLEEVE FOR
PUMP DISCHARGE HOSE
SEDIMENT FILTER I
BAG
H57 STONE
7-0" MIN.
(TYPICAL) I
OPTIONAL
LIFTING STRA
PS
4
1•01,0401. I-40
.,..,..,....,...0.4 g ,.._,,,..
_-,--...._.,,,,,pip. .... ,..
-., ... neerew4., Pii441,„ -VA,
Alookorgovviovioviv,-.40,4- buret
AP
. r.0
A
PLAN VIEW
7-0' MINIMUM
■
10'-On MINIMUM
VARIES Wl GROUND SLOPE
(7-0" MIN-)
1:1(TYPICAL)
7-0' MIN
14'-0' MINIMUM
2'-0' MIN
EXISTING
SOUND LINE
FILTER FABRIC - USE #57 STONE TO LEVEL BAG
FROM NATURAL GROUND LINE
SECTION A -A
SEDIMENT FILTER BAG GENERAL NOTES:
1- CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAGMEN PUMPING.
2.THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER VENDOR
SPECIFICATIONS- THE MINIMUM 'FOOTPRINT' OF THE BAG SHALL BE 10 x 15 FEET.
3.SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM 4
INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A
MINIMUM OF 6 INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT
LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE-
4- THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE
SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
5- SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE HALF FULL OF SEDIMENT OR IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS-
r
Q
0)
LL
i
i
ASPHALT TRAIL
GRAVEL SHOULDER
STRAW WATTLE
OVERLAP STRAW WATTLE
AND SILT FENCE
SILT FENCE
LIMITS OF DISTURBANCE
STABILIZE SLOPES PER PLAN
CONCRETE APPROACH
SLAB
FILL FOR BRIDGE OR
BOARDWALK APPROACH
DIVERSION DITCH
AS NECESSARY
BRIDGE/BOARDWALK
(SEE STRUCTURAL PLANS
FOR DETAILS)
STONE SILT FENCE OUTLET
EROSION CONTROL AT BRIDGES / BOARDWALKS
SCALE: NTS
3
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
or3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
e.Q�oF`�ssroy�y --.•
l
•
SEAL
053032
I��l�lrrrlllllllltx,o`
01-05-2021
1,1 ,01 11111r1111!
llllt1‘‘N
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
n
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION CONTROL DETAILS
TEMPORARY PUMP AROUND
DETAIL No.
04000.28
SHEET 1 OF 1
SEDIMENT FILTER BAG WITH GRAVEL PAD
DETAIL No.
04000.27
SHEET 1 OF 1
C2.30

SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
greater
performed
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
which it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
were delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDOs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit. The
shall be kept on site and available for inspection
or
1.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
following items pertaining to the E&SC plan
at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the Division
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if shown
to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.
2.
Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
■ If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill or release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(I)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOO❑ AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc .com
or 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
\\\U 111111Ifj1.1.::::..:-.Y,\\\,....7.N\ 0- f; sCi
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SEAL
v 053032
14'�' ��iirll,11111.3,
12-08-2021
++,I*, ,`` \•
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
NCGO1 SELF -INSPECTION,
RECORDKEEPING, REPORTING
NOTES
C2.26

SEP!
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
1
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
0 0 0
\ V V /
0
0> \<0
U�0 0 0 0
CONCRETE
WASHOUT
SANDBAGS (1YP.]
OR STAPLES
SILT FENCE
CLEARLY MARKED SIGNAGE
NOTING DEVICE (167124' MIN.)
PLAN
1:1
SIDE SLOPE
TYP.)
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHESIVE &
LOW FLTRATION
SOIL BERM
10'
10 MIL
PLASTIC
LINING
SANDBAGS IYP.)
OR STAPLES
SECTION A -A
NOTES:
1- ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAIN® WHEN THE LIOUIDANLEOR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
MIN
10 MIL
PLASTIC LINING
1:1 SIDE SLOPE
(TYP,
SECTION B-B
SANDBAGS (TYP.) NOTES:
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETENOTING DEVICE I1 rx24- MIN.)
WASHOUT
PLAN
SANDBAGS (1YP.)
OR STAPLES
HIGH
COHESIVE &
LOW FITRATION
SOIL BERM
1- ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MANTAINED WHEN THE LIQUID
ANDNOR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MNIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE -
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOO❑ AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
I BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND MIMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
11111i111II11rl11'
SEAL
053032
F. -,ENGINE'
/p� -- -. -
4/� - ''��iir 111111n1��
12-08-2021
1''111, I*, I, ``11
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
NCG01 GROUND STABILIZATION
& MATERIALS HANDLING
C2.27

CONSTRUCTION SEQUENCE:
GENERAL EROSION CONTROL NOTES:
2012 NCDOT ROADWAY ENGLISH STD. DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH - N.C. DEPARTMENT OR TRANSPORTATION - RALEIGH, N_C- ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD -NO -
DIVISION 2 - EARTHWORK
200.02
DIVISION 3 - PIPE CULVERTS
300.01
DIVISION 8 - INCIDENTALS
838.01
838.80
876.01
876.02
876.04
SEEDING
TITLE
Method of Clearing - Method II
Method of Pipe Installation - Method 'A
Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90° Skew
Precast Concrete Endwall - For Single 12" thru 72" Pipe 90° Skew
Rip -Rap in Channels
Guide for Rip Rap at Pipe Outlets
Drainage Ditches with Class 'B' Rip Rap
A. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED ROLLER -SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR
OTHER APPROVED METHODS TO PROVIDE EVEN DISTRIBUTION OF SEED.
B.DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY- AFTER SEEDING, ROLL AREA WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT
MORE THAN 210 POUNDS PER FOOT OF WIDTH- UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY-
C. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING- DO NOT SEED AREAS IN EXCESS OF THAT WHICH CAN BE MULCHED ON SAME DAY.
D. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED- SATURATE TO 4 INCHES OF SOIL DEPTH.
E.THE AMOUNT OF DISTURBED AREA REQUIRED TO BE SEEDED IS LIMITED TO 2,000 LF OFTRAIL OR THE TIME FRAME GUIDELINES AS SPECIFIED BY NCG-010000 GENERAL CONSTRUCITON
PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY- GROUND COVER
STABILIZATION SHALL OCCUR WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY, WITH THE FOLLOWING EXCEPTIONS IN WHICH TEMPORARY GROUND COVER SHALL
BE PROVIDED IN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY- SEE SHEET 1J FOR NPDES STABILIZATION TIMEFRAME GUIDELINES
PROTECTION
A.PROTECTSEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER APPROPRIATE MEANS- MAINTAIN AND PROTECT SLOPES FROM WEATHER -DAMAGE
TRAFFIC OPERATIONS
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ASSOICATED WITH THE PROJECT AND SHALL ADHERE TO THE PROVISIONS OF THE MUTCD-
WITHIN 10' OF A TRAVEL LANE CONTRACTOR SHALL INSTALL LANE CLOSURE AND/OR FLAGGING OPERATION AS PER MUTCD-
CONTRACTOR SHALL NOTIFY PUBLIC WORKS DEPARTMENT AT 919-552-5920 FOR LAN CLOSURE PERMIT AT LEAST 48 HOURS IN ADVANCE
SEQUENCE OF CONSTRUCTION ACTIVITIES
1- A PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES A MANDATORY PRE -CONSTRUCTION MEETING WILL
ALSO BE REQUIRED WITH THE LAND QUALITY SECTION OF NCDENR BEFORE LAND DISTURBING ACTIVITIES BEGIN- CALL 919-791-4200 TO SCHEDULE A MEETING.
2.INSTALL CONSTRUCTION ENTRANCES WITH CONCRETE TRUCK WASHOUT PITS PER DETAIL ON SHEET 2B AS NEEDED AT LOCATIONS SHOWN ON SHEETS 1 D AND 1 E-
OTHER STAGING AREAS WILL NEED TO BE DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION- CONTACT THE CITY OF RALEIGH AT
[phone]-
3- DETERMINE AND MARK LIMITS OF DISTURBANCE PLAN SHALL BE REVISED TO AMEND THE LIMITS OF DISTURBANCE IF TEMPORARY CROSSINGS ARE LOCATED
OUTSIDE OF THE CURRENT LIMITS OF DISTUNRBANCE-
4- INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE AND SILT FENCE OUTLETS- SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED
LOW POINTS AND AS SHOWN ON APPROVED PLANS- CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES_
5- CALL FOR ON SITE INSPECTION BY ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE CALL FOR TREE PROTECTION FENCE INSPECTION BY
CHRIS CRUM OF THE CITY OF RALEIGH. 919-516-2561
6- TOPSOIL REMOVAL AND/OR STORAGE AREAS SHALL BE CONTAINED WITHIN THE PROPOSED LIMITS OF DISTURBANCE
7- BEGIN GRADING, CLEARING AND GRUBBING- INSTALL PERMANENT PIPES DURING CLEARING AND GRUBBING AS NEEDED- MAINTAIN DEVICES AS NEEDED- ROUGH
GRADE SITE ENSURE THAT SEDIMENT LADEN WATER 15 DIRECTED TO SEDIMENT CONTROL DEVICES.
8.THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY SEEDED 15 LIMITED TO 2,000 LF OF TRAIL OR THE TIME FRAME GUIDELINES AS SPECIFIED BY
NCG-010000 GENERAL CONSTRUCITON PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES DIVISION OF WATER QUALITY- TEMPROARY GROUND COVER STABILIZATION SHALL OCCUR WITHIN 7 CALENDAR DAYS FROM THE LAST LANDDISTURBING
ACTIVITY, WITH THE FOLLOWING EXCEPTIONS IN WHICH TEMPORARY GROUND COVER SHALL BE PROVIDED IN 14 CALL R DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY- SEE STABALIZATION TIMEFRAME TABLE-
9- INSTALL CULVERTS AND PROTECT INLETS WITH INLET PROTECTION- INSTALL CULVERTS IN JURISDICTIONAL AREAS ACCORDING TO NCDOT BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL CULVERT INSTALLATIONS IN STREAMS WILL REQUIRE DEWATERING BY USE OF COFFER
DAMS/IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER QUALITY STANDARDS, PER DETAIL ON SHEET 2C. CULVERT TO BE CONSTRUCTED IN THE DRY.
CONTRACTORTO COORDINATE WITH EROSION CONTROL INSPECTOR ANY TEMPORARY COFFER DAM SHALL BE CONSTRUCTED OF MATERIALS SUCH AS SHEET
PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR LARGER STONE THAT WILL NOT CONTRIBUTE TO TURBIDITY OR SILTATION OF THE WATER BODY- A TEMPORARY
SEDIMENTATION BAG SHALL BE USED PER NCDOT STANDARD DRAWING NUMBER 1630.06. SANDBAGS SHALL BE OF THE FILTER FABRIC TYPE, DOUBLE BAGGED AND
INDIVIDUALLY TIED TO PREVENT SAND LEAKAGE THEY SHALL BE PLACED AND REMOVED MANUALLY TO PREVENT SPILLAGE ONLY CLEAN SAND, FREE OF DEBRIS,
SILT, FINE PARTICLES OR OTHER FOREIGN SUBSTANCES, SHALL BE USED TO FILL THE BAGS- THE COFFERDAM SHALL BE ENTIRELY REMOVED IMMEDIATELY UPON
COMPLETION OF WORK- DURING PERIODS OF WORK ACTIVITY, FLOW IMMEDIATELY DOWNSTREAM OF THE WORKSITE SHALL EQUAL FLOW IMMEDIATELY UPSTREAM
OF THE WORKSITE- ALL OTHER OPTIONS WILL NEED PRIOR APPROVAL SEE SHEET 2D FOR DETAIL- NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF
INSTALLATION, MAINTENANCE, AND REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS PROVISION- PAYMENT FOR SUCH WORK SHALL BE DISTRIBUTED AMONG
THE VARIOUS PAY ITEMS.
10. ALL BANK AND CHANNEL STABILIZATION SHALL BE MAINTAINED DAILY UNTIL PERMANENT STABILIZATION HAS BEEN ACCOMPLISHED- TEMPORARY ACCESS ROADS
SHALL BE PERMANENTLY STABILIZED AFTER CONSTRUCTION AND DECOMMISIONED AT THE DIRECTION OF THE LANDOWNER ALL STAGING AND LAY DOWN AREAS
SHALL BE PERMANENTLY STABILIZED ONCE MATERIAL AND EQUIPMENT IS REMOVED.
11. AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR LANDSCAPING- SEED ALL AREAS WITHIN NPDES SPECIFIED
TIMEFRAME OF COMPLETING ACTIVITY- PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON- FERTILIZE, WATER AND RESEED
AS REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
12. AFTER COMPLETION OF CONSTRUCTION AND THE SITE 15 STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD
EVENLY ACROSS THE SITE THEN REMOVE TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS-
13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL OFFICER- OBTAIN CERTIFICATE OF COMPLIANCE
14. CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION CONTROL DEVICES.
1. EROSION AND SEDIMENT CONTROL (E&5C) PERMIT AND A CERTIFICATE
OF COMPLIANCE (COC) MUST BE OBTAINED BEFORE ANY LAND
DISTURBING ACTIVITIES OCCUR.
2. OBTAIN AN ENVIRONMENTAL DEVELOPMENT PERMIT FROM THE TOWN
OF HOLLY SPRINGS.
3. CALL NCDEQ LAND QUALITY SECTION AT 919-791-4200 TO SCHEDULE
PRE -CONSTRUCTION MEETING AND FOR NOTIFICATION OF PROJECT
START UP.
4. INSTALL TREE PROTECTION FENCE AROUND ALL TREES TO BE PROTECTED
PER THE APPROVED PLANS.
5. CONTRACTOR TO KEEP A COPY OF THE RECORDED MAP WITH ALL
EASEMENTS SHOWN IN ACCORDANCE WITH TOWN OF HOLLY SPRINGS
STORMWATER REQUIREMENTS ON SITE AT ALL TIMES, AS PROVIDED BY
THE OWNER. FAILURE TO DO 5O CAN RESULT IN SHUTDOWN OF
CONSTRUCTION UNTIL A FINAL MAP 15 APPROVED AND RECORDED.
6. THE FOLLOWING DOCUMENTATION SHALL BE KEPT ON -SITE AND
AVAILABLE FOR INSPECTIONS AT ALL TIMES DURING NORMAL BUSINESS
HOURS UNTIL THE PROJECT 15 CLOSED OUT BY NC DEQ LAND QUALITY
SECTION OFFICE.
a.
b.
c.
d.
e.
f.
APPROVED EROSION & SEDIMENTATION CONTROL PLAN
PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR
PERFORMANCE RESERVATIONS
401 / 404 DOCUMENTATION. AS APPLICABLE
GENERAL PERMIT NCG010000
CERTIFICATE OF COMPLIANCE (COC)
A MINIMUM OF THE PAST 30 DAYS OF SELF -INSPECTION REPORTS
8. A RAIN GAUGE WILL BE INSTALLED ON SITE.
9. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND INLET PROTECTION
(SILT SOCKS, YARD INLET, ROCK PIPE, ETC.) PER THE APPROVED PLANS.
10. INSTALL, SEED, MULCH, AND ANCHOR PERIMETER SEDIMENT CONTROLS,
SILT FENCE, TEMPORARY DIVERSION DITCHES, AS SHOWN ON THE
APPROVED PLANS. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL
THESE MEASURES.
11. INSTALL CHECK DAMS IN TEMPORARY DIVERSIONS AND OTHER
VELOCITY DISSIPATERS AS SHOWN ON HE APPROVED PLANS.
12. UPON THE COMPLETION OF INSTALLATION OF THE EROSION CONTROL
MEASURES THE OWNER OR CONTRACTOR SHALL CALL THE EROSION
CONTROL INSPECTOR FOR A CERTIFICATE OF COMPLIANCE INSPECTION
13. ONCE APPROVED (BY TOWN). BEGIN DEMOLITION, CLEARING,
GRADING, AND CONSTRUCTION OF SITE ITEMS. CONTRACTOR TO
INSTALL SILT FENCE AND SILT FENCE OUTLETS ON DOWNSTREAM SIDES OF
ANY STOCKPILE MATERIAL. DISPOSAL OF ANY EXCESS MATERIAL(S) TO
BE TAKEN OFF SITE, SHALL BE DONE SO IN A MANNER THAT MEETS THE
CONDITIONS OF LOCAL, STATE AND FEDERAL REGULATIONS.
14. INSPECT SEDIMENT AND EROSION CONTROL DEVICES AT LEAST ONCE A
WEEK, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
A HALF -INCH (DURING A 24-HOUR PERIOD), TO INSURE THEY ARE
OPERATING PROPERLY AND IF MAINTENANCE IS NEEDED. TAKE
IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
15. INSTALL, MAINTAIN AND ADJUST EROSION & SEDIMENTATION CONTROL
MEASURES AS NEEDED DURING DEMOLITION, CLEARING AND
GRUBBING, AND THROUGHOUT THE LIFE OF THE PROJECT AND UNTIL
PERMANENT VEGETATION ON THE PROJECT IS ESTABLISHED.
16, STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION
OF ANY PHASE OF GRADING OR INACTIVITY ON THE SITE. REFERENCE
NCGO1 GROUND STABILIZATION REQUIREMENTS FOR ADDITIONAL
TIMEFRAMES.
17. LIMIT DISTURBANCES TO AN AREA THAT CAN BE STABILIZED AT THE END
OF THE WORK DAY. WORK SHOULD BE SCHEDULED TO BE COMPLETED
IN DRY CONDITIONS IN THE SAME DAY.
18. ALL GROUND COVER TO BE APPLIED PER CONDITIONS OF THE NPDES
PERMIT OR IN CRITICAL AREAS AT END OF EACH DAY.
19, SCHEDULE INSPECTION WITH NC DEQ EROSION CONTROL INSPECTOR AT
[phone] AND THE TOWN'S EROSION CONTROL INSPECTOR. IF
APPROVED BY BOTH NC DEQ AND THE TOWN, REMOVE REMAINING
TEMPORARY EROSION CONTROL MEASURES.
20. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED.
21. CALL THE TOWN TO SCHEDULE STORMWATER FINAL INSPECTION.
22. WHEN THE PROJECT IS COMPLETE, HE PERMITTEE SHALL CONTACT NC
DEQ TO CLOSE OUT THE EROSION & SEDIMENTATION CONTROL PLAN.
AFTER NC DEQ INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT,
VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCG01
TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A $100
ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS
BEEN FILLED OUT.
1, ALL CONSTRUCTION ACTIVITIES ARE REQUIRED TO FOLLOW THE NCG01
PERMIT ISSUES BY NC DEQ. SEE SHEETS C-2.8 - C-2.9 FOR ADDITIONAL
INFORMATION.
2. ALL E&SC MEASURES MUST BE MAINTAINED UNTIL ALL UPGRADE
DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF
PERMANENT VEGETATION.
3. STABILIZE ALL DISTURBED AREAS WITHIN PRESCRIBED TIMEFRAMES OF
TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING
ACTIVITY. PERMANENT GROUND COVER SHALL BE PLACED WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT, OR AS DIRECTED BY NC DEQ TIMEFRAMES.
4. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION.
NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR
INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST
48 HOURS IN ADVANCE.
5, EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED SO
THAT RUNOFF THAT CONTAINS SEDIMENT FROM THE SITE WILL NOT ENTER
STORM DRAINAGE FACILITIES.
6. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
OR RUNOFF,
7. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
CONSTRUCTION ACCESS ROUTE AND DESIGNATED CONSTRUCTION
ENTRANCE.
8. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE
UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE
TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
CONTRACTOR UNLESS OTHERWISE NOTED.
9, THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE
RECOMMENDED AT A MINIMUM. ACTUAL/ADDITIONAL MEASURES
NECESSARY FOR CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND BE FIELD VERIFIED.
10. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE EROSION CONTROL ORDINANCE AND 15 SUBJECT TO
A FINE.
11. ALL SLOPES 4:1 OR STEEPER MUST BE SEEDED, MULCHED, AND STABILIZED
WITHIN 14 DAYS. SLOPES STEEPER THAN 3:1 MUST BE SEEDED, MULCHED,
AND STABILIZED WITHIN 7 DAYS. REFER NCG01 GROUND STABILIZATION
REQUIREMENTS FOR ADDITIONAL INFORMATION.
12, ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE TOWN ENGINEERING
DEPARTMENT AND/OR NC DEQ,
13. ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS
RECEIVED FROM THE OWNER AND AN ON -SITE DEMOLITION LANDFILL
PERMIT 15 RECEIVED FROM THE ZONING ADMINISTRATOR.
14. NO PAINT OR LIQUID WASTES ARE ALLOWED IN STREAM OR STORM
DRAINS.
15. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
16, EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES
AVAILABLE.
17. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
18. ALL AREAS WITHIN LIMITS OF DISTURBANCE SHALL BE STABILIZED
ACCORDING TO NCG01 GROUND STABILIZATION NOTES.
19. ANY NECESSARY DEWATERING SHALL BE DONE WITHIN LIMITS OF
DISTURBANCE AND THROUGH A SILT BAG TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
20. TO FACILITATE IN CLEANUP OF PAVED SURFACES, PROVIDE A LAYER OF
SAND, SCREENINGS OR FINES PRIOR TO PLACING ANY EXCAVATED
MATERIAL ON THESE SURFACES.
21. SITE STABILIZATION 15 REQUIRED PRIOR TO FINAL APPROVAL OF
STORMWATER TRACKING PERMIT AND ISSUANCE OF CERTIFICATE OF
OCCUPANCY. SITE MUST HAVE 100% GROWTH AND 80% DENSITY
(MOWABLE) IN ORDER TO PASS FINAL INSPECTION.
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH 1 WILMINGTON 1 CHARLOTTE
BEAUFORT, SC 1 CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND LJ Th ES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UNITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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TEMPORARY SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS, LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL. (SEE ADMIXTURE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED 15 PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD
BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING RATES.
ADMIXTURES
AGRICULTURAL LIMESTONE: MIN. 2 TONS PER ACRE (3 TONS PER ACRE IN CLAY
SOILS OR PER SOILS TEST)
FERTILIZER: 1.000 LBS PER ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS PER ACRE - 20% ANALYSIS
MULCH: 4,000 LBS PER ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 400 GALS PER ACRE
PERMANENT SEEDING SCHEDULE
WHERE LIMITS OF DISTURBANCE ARE ADJACENT TO EXISTING TURFGRASS AREAS,
CONTRACTOR SHALL PROVIDE A PERMANENT SEED BLEND OF TALL FESCUE &
KENTUCKY BLUEGRASS OR ANOTHER SEED MIXTURE AS DIRECTED BY THE OWNER.
PROVIDE SOIL AMENDMENTS IN SEEDED AREAS BASED ON SOIL TEST REPORT AND
PER SPECIFICATIONS.
WHERE LIMITS OF DISTURBANCE ARE ADJACENT TO EXISTING FOREST FLOOR/UNDER
COVER (NO TURFGRASS PRESENT), CONTRACTOR SHALL PROVIDE HARDWOOD
MULCH (4" DEPTH) OUTSIDE OF THE GRAVEL SHOULDER OF THE TRAIL.
TEMPORARY SEEDING SCHEDULE
SHOULDERS. SIDE DITCHES, SLOPES
(FOR SLOPES BETWEEN 2:1 AND 3:11
DATE
TYPE
PLANTING RATE
MARCH 1 - JUNE 1
CENTIPEDEGRA55
10-20 LB/ACRE (SEED)
33 BUTACRE (SPRIGS}
MARCH1-JUNE1
PANICUM VIRGATUM (SWITCHGRASS1
AND
50 LBS./ACRE
MARCH 1 -APRIL 15
ADD TALL FESCUE
OR
250 LBS./ACRE
MARCH 1- JUNE 30
ADD WEEPING LOVEGRASS
OR
10 LBS./ACRE
MARCH 1 -JUNE 30
ADD HULLED COMMON BERMUDAGRASS
25 LBS./ACRE
JUNE 1 - SEPTEMBER 1
"''TALL FESCUE AND ""BROW NTOP MILLET
OR "•SORGHUM SUDAN HYBRIDS
250 LBS./ACRE
35 LBS./ACRE
30 LBS-IACRE
SEPTEMBER 1 -MARCH 1
PANICUM VIRGATUM (SWITCHGRASS]
AND TALL FESCUE
70 LBS./ACRE
120 LBSJACRE
NOVEMBER 1 - MARCH 1
ADD ABRUZZI RYE
25 LBS./ACRE
SHOULDERS, SIDE DNCHES. SLOPES
(FOR SLOPES 3:1 AND FLATTER)
DATE
TYPE
PLANTING RATE
AUGUST 15 - NOVEMBER 1
TALL FESCUE
300 LBS./ACRE
NOVEMBER 1 - MARCH 1
TALL FESCUE AND ABRULLI RYE
300 LBS./ACRE
MARCH 1 -APRIL 15
TALL FESCUE
300 LBS./ACRE
MARCH 1 - JUNE 1
CENTIPEDEGRASS
10-20 LB/ACRE [SEED)
33 BU/ACRE (SPRIGS}
APRIL 15- JUNE 30
HULLED COMMON BERMUDAGRASS
25 LBS./ACRE
JULY 15-AUGUST 15
TALL FESCUE AND °""BROWNTOP MILLET OR
-SORGHUM SUDAN HYBRIDS
35 LBS-/ACRE
EROSION CONTROL MAINTENANCE NOTES:
NPDES PERMIT COMPLIANCE REQUIRES SELF -INSPECTION, RECORDKEEPING &
RECORDING PER THE NCG01 CONSTRUCTION PERMIT ISSUED FOR THE PROJECT.
THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE
MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS
ADDITIONAL MAINTENANCE AS OUTLINED BELOW.
1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO
EXISTING TOWN/STATE AND PRIVATE ROADS (USED FOR CONSTRUCTION
ACCESS) FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY
REMOVED BY THE CONTRACTOR.
2. MAINTAIN THE GRAVEL PAD (CONSTRUCTION ENTRANCE/EXIT) IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH
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.
3. INSPECT EROSION CONTROL DEVICES (SILT FENCE AND/OR WATTLES) AT
LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY. SHOULD THE DEVICE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT
DEPOSITS ONCE ACCUMULATION HAS REACHED HALF OF THE HEIGHT OF THE
DEVICE TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE DEVICE. TAKE CARE TO AVOID UNDERMINING
THE DEVICE DURING CLEANOUT. REMOVE ALL EROSION CONTROL
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
4. INSPECT SILT FENCE OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(Y2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE WIRE FENCE AND
HARDWARE CLOTH OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH OR HARDWARE CLOTH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
5. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 /2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE SIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
7. INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS
FROM THE FLOW AREA. AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS,
AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A
VIGOROUS. HEALTHY CONDITION AT ALL TIMES. REPAIR JUTE NET AS NEEDED
TO ENSURE A GOOD STAND OF GRASS.
8. TEMPORARY SEEDING:
RE -FERTILIZE IF GROWTH 15 NOT FULLY ADEQUATE, RESEED, RE -FERTILIZE, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
9. PERMANENT SEEDING:
A. GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE
FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE
FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND
MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON,
IF POSSIBLE.
B. RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE
CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER.
RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER -SEED
THE STAND, CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE
TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
C. IF VEGETATION FAILS TO GROW. SOIL MUST BE TESTED TO DETERMINE IF
ACIDITY OR NUTRIENT IMBALANCE 15 RESPONSIBLE.
D. FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT
USUALLY REQUIRES RE -FERTILIZATION IN THE SECOND GROWING
SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION
9TABLE 6.12B). USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
10.CHECK DAMS:
A. 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.
B. 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 6.31 RIPRAP-LINED AND PAVED CHANNELS OF NC
DENR EROSION & SEDIMENTATION CONTROL MANUAL.
C. 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.
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
THESE GENERAL NOTES ARE INTENDED TO SUPPLEMENT THE NC DEQ
NCGO1 CONTRUCTION PERMIT REQUIREMENTS. WHERE CONFLICTS
EXISTING, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION CONTROL NOTES
C2.28

WOVEN WIRE FABRIC
BARRICADE FABRIC
MIN. 10 GA.
LINE WIRES
SiDE VIEW
a' MAIL
FRONT VIEW
NOTES:
1. /IQ ORANGE SILT FENCE PERMITTED.
2. ORANGE, UV RESISTANT, HIGH-TENSIL STRENGTH, F'OLY BARRICADE FABRIC MUST BE VSED.
3. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATER/ AL.
4. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
5. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
6. PLACE A SIGN AT EACH END OF UNEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
7. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER. PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
9. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
10. ADDTIONAL SIGNS MAY BE REQUIRED BY CRY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
11. PLACE A SIGN AT EACH END OF UNEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4.
4.
MIN. 12-10 GA.
INTERMEDIATE
WIRES
GRADE
40" --I
TREE PROTECTION AREA
DO NOT ENTER
18"
WARNING SIGN DETAIL
DRAWING NOT TO SCALE
STANDARD TREE PROTECTION DETAIL
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
STANDARD DETAIL NUMBER.' HS403
DATE
REVISIONS
MIN, 10 GA.
UNE WIRES
6' MAX EXTRA STRENGTH FABRIC WITH WIRE FENCE
VARIABLE AS DIRECTED BY THE ENGINEER
SI FENCE F
IN ALLE] TO
"'+Ti�iTW411C�iAI►itii�iAJii�Ti�ilyiiCii�ii110 i�iT=ii-ii-iijii i�ii
11-11-II-II-1111-11-11-II-11-E=11-II-II-11-1111-11-11-'11-11-II-11LL I -II' -'I
I 1
1- -1
T i-1
FRONT VIEW
NOTE'
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS or CONCENTRATED FLOW.
2. UV RESISTANT SILT FENCE FABRIC MUST BE
USED BQ, ORANGE SILT FENCE PERMITTED.
* FOR REPAIR OF SILT
FENCE FAILURES,
USE No. 57 WASHED
STONE SILT FENCE
SHOULD NOT BE
USED AS INLET
PROTECTION AROUND
CATCH BASINS.
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
PILL SLOPE
GRADE
4" WIDE x B" TRENCH
OVER SKIRT •
ANCHOR SKIRT AS
DIRECTED BY ENGINEER •
SIDE VIEW
DRAWING NOT TO SCALE
STANDARD TEMPORARY SILT FENCE
STANDARD DETAIL NUMBER: HS401
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPAR TMEN T
7/24/09
Holly
Springs •-
Disarm: Tac Scum
1,1
b
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
IIN. 10 GA.
UNE WIRES
PILL SLOPE
GRADE
4" WIDE x 9" DEEP TRENCH
OVER SKIRT •
ANCHOR SKIRT AS
DIRECTED BY ENGINEER e
SIDE VIEW
• FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED
STONE.
11-11=11.=11?11=11=.1=11=11=11=1-11-11.-II-11-11.-11-11 =11-11=11-11-11-.1-11-I. I_1111= II
_1 1 II
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
NOTES:
1. N4 ORANGE SILT FENCE PERMITTED.
2. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED
1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
3. ORANGE, LN RESISTANT, HIGH-TENSIL STRENGTH, POLLY BARRICADE FABRIC MUST BE USED.
5. END OF SILT FENCE NEEDS TO BE TURNED UPHILL
6. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
7. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
8. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
9. PLACE A SIGN AT EACH END OF UNEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
10. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER. PROVIDE
NO LESS THAN ONE SIGN PER PROTECTION AREA.
11. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
12. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
13. ADDFIIONAL SIGNS MAY BE REQUIRED BY TOWN OF HOLLY SPRINGS ENGINEERING
DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
14. PLACE A SIGN AT EACH END OF UNEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
ORANGE, UV RESISTANT.
HIGH - TENSIL STRENGTH.
POLY BARRICADE FABRIC (TYPICAL)
FRONT VIEW
4.
4.
a•
4.
MIN. 12-1/2 CA.
INTERMEDIATE
WIRES
GRADE
TREE PROTECTION AREA
18"
DO NOT ENTER
WARNING SIGN DETAIL
DRAWING NOT TO SCALE
STANDARD TEMPORARY SILT/ TREE PROTECTION FENCE
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
STANDARD DETAIL NUMBER: HS402
DATE
4.2449
REVISIONS
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND LJ11L ES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR RS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTIUTES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
/
/
R`r-6:,/
/
Y /
/
/
/
/
/
/
/IT 15 ADVISABLE TO PROVIDE A SEPARATE
ENTRANCE TO UMIT TRAFFIC ACROSS THE RAC
AND REDUCE WEAR AND MAINTENANCE.
PRESSURIZED WATER SOURCE
(CONTINGENT UPON WATER
MAIN INSTALLATION)
THE LOCATION MUST SLOPE AWAY FROM THE STREET
OR STEPS MUST BE TAKEN (GRADING, DIVERSIONS, ETC.)
TO PREVENT RUNOFF FLOWING INTO THE STREET.
FOUNDATION OF 6" COMPACTED
CRUSH AND RUN STONE
7
PROVIDE DRAINAGE AWAY
FROM THE WASH RACK TO A
SEDIMENT -TRAPPING DEVICE.
11
KEEP A BROOM AND SHOVEL CLOSE
TO THE RACK TO CLEAN THE STREET.
WASH RACK
*THE FOLLOWING IS AN EXAMPLE OF AN ACCEPTABLE WASH
RACK. OTHER APPROVED METHODS MAY BE UTILIZED.
ONE SECTION OF REINFORCED CONCRETE CATTLEGUARD
3" WASHED STONE UNDER AND BETWEEN SLATS TO
DRAIN WATER AND SEDIMENT AWAY FROM THE RACK.
GEOTEXTILE FABRIC
SECTION 'A -A'
DRAWING NOT TO SCALE
STANDARD CONSTRUCTION EXIT WASH RACK
STANDARD DETAIL NUMBER: H5416
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
7,24,09
Holly
Springs
1Hsrnret The Serve..
0
6
OR 2° TO 3"
STONE
GEOTEX1TLE FABRIC TO STABILIZE FOUNDATION
(ESPECIALLY IMPORTANT WHERE WETNESS 15 ANTICIPATED)
GRADE
g • DIVERSION
RIDGE
15
/nr
GEOTEXTILE
FABRIC
APPLICABLE A r ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED)
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
Nil TES,
A. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGER TRUCKS IS TO BE PROVIDED.
B.ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS.
CMUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO STREETS.
PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND.
Di ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY.
DRAWING NOT TO SCALE
CONSTRUCTION ENTRANCE
STANDARD DETAIL NUMBERH5432
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
9/21/16
�SP llhgs
Discover Tke SvorOR
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
4' MIN.
STEEL FENCE POST
WRE FENCE H.....
HARDWARE CLOTH
FILTER OF 1" DUHA
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
FRONT VIEW
11
I
STEEL FENCE POST
tH
SET MAX 2' APART
MIN. 18" INTO SOLI
GROUND
u
SILT FENCE
3' FILTER FABRIC
ON GROUND
BURY 5" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
1a" MINIM
HEIGHT OF STONE
BURY WIRE FENCE.
FILTER FABRIC,
AAA HARDWARE
CLOTH IN TRENCH
DRAWING NOT TO SCALE
SILT FENCE OUTLET
STANDARD DETAIL NUMBER.' HS404
DATE
REISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
fe/r7
,�AA\II%IIIIIrlllllll
e�.Q0oFESS/oy,f --y
SEAL
.053032
F •.ENGINE
f1/431, rrrl�'111T1G \\\
'1,SAlAi1I11.I1NN''`.
III1111�11fLlA>,AA\
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
STAPLE
CHECK
MATTING IN DITCHES
10"
-{ H4"
h II II-Il 11 Il a .1 o ..
1 D"-1 I--
o'
Staple
r Check
MATTING ON SLOPES
NOTES
18"
(MIN.) »
BACKFILL
6"
(MIN.)
EXISTING
GROUND
STAPLES ON
1 CENTERS
IN TRENCH
6" MIN
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
DIAGRAM
r1
Mi
x
Staple
3'
DIAGRAM OB
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, COIR FIBER MAT AND PERMANENT SOIL REINFORCEMENT HAT
(PSRM) INSTALLATION AND AS DIRECTED.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
STAPLES ON
1' CENTERS
IN TRENCH
Staple Check Pattern
Staple
1.
a
4'
DIAGRAM
0
0 co
1d
QQ
z cc
0 CI co
CC Z
< 1_ 1-1Zuj
H
0 En cc
2 7
Ci
ROADWAY STANDARD DRAWING FOR
INSTALLATION
Tf=II=CTI.ff.II=Ilf
II�II=II =11
ll=Il =11=11
ll ll.11=11-11
L
SECTION 'A -A'
NOTES:
L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
3.
4.
FILTER
FABRIC
IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (inches) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER 15 LESS.
A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIPE OUTLET TO WELL-DEFINED CHANNEL
STANDARD DETAIL NUMBER: HS428
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
7/24/09
3 TIMES 1.D.
PLAN VIEW
SECTION 'A -A'
A
NOTES:
1. L - THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (Inches).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL
STANDARD DETAIL NUMBER.' H5427
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
springs
oily
Plen.MM OOP
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT: 5E20.027.00
ISSUE: .
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR: M. TAYLOR
DRAWN BY: L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY: M. TAYLOR
EROSION CONTROL DETAILS
NOT TO SCALE
SHEET 1 OF 1
1631.01
C2.29

WIDTH VARIES
10'
2'
Creenway\LD\Design\b
TIMBER MAT
W/ NO SLOTS
THRU BOLT 1'
EXISTING
GROUND
TIMBER MAT W/ NO SLOTS
MIN- WIDTH AS NECESSARY FOR EQUIPMENT
-I r In
-
-111111III1_.
1-111E111-111-III III III III III 111 111 111 111IE
=1 I 11 111 111 I 1111-1 1-1 1-111-111I 111 111 111
i1I11I11I11I1111�1�1-1�1-111�1�1II11I11II-_
- - - - - - - - - - - - -
1 I
1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1III
CROSS SECTION
10 MIN
CONTRACTOR SHALL PROVIDE TIMBER MATS WITHOUT SLOTS
WHEN CROSSING JURISDICTIONAL AREAS AS PERMITTED AND
SHOWN ON THE APPROVED PLANS. MATS WITHOUT SLOTS
ARE UTILIZED TO MINIMIZE SEDIMENT DEPOSITS INTO
ENVIRONMENTALLY SENSITIVE AREAS. USE CAROLINA TIMBER
CRANE MAT OR ENGINEER APPROVED ALTERNATIVE.
PLAN VIEW
COMPACTED ABC
STONE APPROACH
SILT FENCE OR
COMBINATION TREE
PROTECTION I SILT FENCE
AS SHOWN ON ESC PLANS
RIP -RAP DISSIPATOR, SEE
PLANS FOR DIMENSIONS
II
FLOW
Cs v-
SF
a
ma`s
LAvA
`
re r
rearm.
AvAa-
1 1
-07
Ohs'.
04,
41.
NOTES:
1. SEE CONSTRUCTION SEQUENCE FOR EROSION CONTROL MEASURES DURING
PIPE INSTALLATION.
2. FOR GRAPHIC CLARITY, THE LIMITS OF DISTURBANCE AND TREE PROTECTION
FENCE LINES ARE SEPARATE FROM THE OTHER, HOWEVER FOR
CONSTRUCTION, THE TREE PROTECTION FENCE SHALL BE LOCATED AT THE
LIMITS OF DISTURBANCE.
c
LIMITS OF DISTURBANCE
TREE PROTECTION FENCE
ASPHALT TRAIL
GRAVEL SHOULDER
STORM DRAINAGE PIPE, SEE
PLANS FOR PIPE SCHEDULE
TIMBER MAT W/ NO SLOTS
SCALE: NTS
1
PIPE CROSSINGS
SCALE: NTS
2
APPROVED SEDIMENT FILTERING DEVICE (SEDIMENT
FILTER BAG). PROVIDE POSITIVE DRAINAGE FROM
SEDIMENT FILTER BAG TO STREAM.
DISCHARGEONTO STABLE
RIPRAP PAD TO PREVENT
SCOUR HOLE
FLOVV
� v
Drainage Summary
Station
Pipe Size
(in.)
Material
Number
of Pipes
Length
(LF)
Invert Up
Invert
Down
Rip Rap
Area (sq.
yd.)
Rip Rap
Tonnage
Fabric Area
(sq. ft.)
26+41
48
RCP
2
22
344.0 (R)
343.5
47
57
64
27+50
18
RCP
1
18
353.0 (R)
352
9
8
10
40+83
18
RCP
1
32
339.0 (L)
338
4
8
8
59.08
42
RCP
2
22
338.9 (L)
338.8
66
66
66
63+93
48
RCP
1
28
333.8 (L)
333.3
49
52
50
68+06
30
HOPE
1
31
342.5 (L)
339.8
11
14
17
74+04
15
RCP
1
21
339.1(L)
338.5
7
8
12
77+31
24
RCP
4
23
331.9
331.9
37
47
57
79+92
24
RCP
4
23
330.9
330.9
37
47
57
89+62
48
RCP
1
21
327.3 (L)
327.2
28
34
38
95+06
48
RCP
1
21
325.9(L)
325.8
28
34
38
103+30
48
RCP
1
18
323.2 (L)
323.0
28
34
38
122+07
24
RCP
1
23
344.8 (L)
344.3
7
8
12
126+61
48
RCP
1
17
323.8 (L)
323.3
50
50
63
126+65
36
RCP
1
17
324.8 (L)
324.3
Align.-X
19+10
15
RCP
1
21
325.25(L)
325
7
8
12
DISCHARGE HOSES
STREAM DIVERSION PUMP
INTAKE HOSE
IRgp,1dK
j.L.7.0111
SUMP-HOLE FOR POOL
(12' TO 18" DEEP, 2-FT DIAMETER)
WORK AREA LENGTH NOT TO EXCEED THAT WHICH CAN BE
COMPLETED IN ONE DAY
TEMPORARY PUMP AROUND SEQUENCE
1- SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
2.INSTALL UP -STREAM SANDBAG DAM-
3- INSTALL DOWNSTREAM SANDBAG DAM.
4.THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM-
5_ STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.
r�
NOTES:
1- SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA- THE
PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS.
2- WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE THE MEASURE SHALL BE
LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE
SEDIMENT FILTER BAG AND THE STREAMBANK-
SEWN-IN CONNECTION SLEEVE FOR-
PUMP DISCHARGE HOSE
SEDIMENT FILTER I
BAG
H57 STONE
7-0" MIN.
(TYPICAL) I
OPTIONAL
LIFTING STRA
PS
4
1•01.04.0. I-40
.,..,..,.....,.....0.4 g ,.._,,,..
_-,--...._.,,,,,pipip .... ,..
-., ....x...A044$4., Aft-4ft_
Aioaftitiovviv,-100,100,-10.0,4- buret
. r.0
A
PLAN VIEW
2'-OP MINIMUM
■
10'-0" MINIMUM
VARIES Wl GROUND SLOPE
(7-0" MIN-)
1:1 (TYPICAL)
I >�
7-0' MIN-
14'-0' MINIMUM
2'-0' MIN -
EXISTING
SOUND LINE
FILTER FABRIC - USE #57 STONE TO LEVEL BAG
FROM NATURAL GROUND LINE
SECTION A -A
SEDIMENT FILTER BAG GENERAL NOTES:
1- CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAG WHEN PUMPING.
2.THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER VENDOR
SPECIFICATIONS- THE MINIMUM 'FOOTPRINT' OF THE BAG SHALL BE 10 x 15 FEET-
3- SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM 4
INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A
MINIMUM OF 6 INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT
LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE-
4- THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE
SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
5- SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE HALF FULL OF SEDIMENT OR IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS-
r
Q
0)
LL
i
i
ASPHALT TRAIL
GRAVEL SHOULDER
STRAW WATTLE
OVERLAP STRAW WATTLE
AND SILT FENCE
SILT FENCE
LIMITS OF DISTURBANCE
STABILIZE SLOPES PER PLAN
CONCRETE APPROACH
SLAB
FILL FOR BRIDGE OR
BOARDWALK APPROACH
DIVERSION DITCH
AS NECESSARY
BRIDGE/BOARDWALK
(SEE STRUCTURAL PLANS
FOR DETAILS)
STONE SILT FENCE OUTLET
EROSION CONTROL AT BRIDGES / BOARDWALKS
SCALE: NTS
3
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
e.Q�oF `�sS/oy• y --.
l
•
SEAL
053032
F,93... ENGINE ...�,.=
I11�t„o`
12-08-2021
1,1 ,01 11111r1111!
/1/111111111‘‘N
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
EROSION CONTROL DETAILS
TEMPORARY PUMP AROUND
DETAIL No.
04000.28
SHEET 1 OF 1
SEDIMENT FILTER BAG WITH GRAVEL PAD
DETAIL No.
04000.27
SHEET 1 OF 1
C2.30

3.5 PLAN AND PROF
380
375
370
365
360
355
350
345
340
335
330
HIGH POINT STA =12+96.73
HIGH POINT ELEV = 367.36
PVI STA =12+90Ap
PVI ELEV ■ 3575B
LOW POINT STA =14402.50
LOW POINT STA =,2WU40
LOW PC NT ELEV = 351.61
A'D._-9' 5%
K = 256
LOW POINT ELEV =355.4E
PVI STA -13+77 50
NIGHPOBJr3TA-15+40.00
HIGH POINT ELEV = 394
80
PVI STA=12+25A0
V.0 = 25AQ
I
PVI ELEV .355.61
PVI STA =15+90 Op
tin
FM ELEV. 352.74
AD. = 300'h
...1J
AD. -1.75%
K. 28.57
PVI ELEV = 354S5
A.D. _ 2.0576
r
K=16fi7
VG =50AA
YC.=50.00
K=46.75
V.C.-100.00'
u
��
» w1,7,
7 7-
> a a
-
a
LOW POINT 8TA=11+3G28-W POINT.419
OWSTEFV =A1348 51 Low prom ELEV
= .falL9,
LOW POINT FVI STA=11+48.75
$T° _„+1&
"'
PROPOSED GRADE
AT CENTERLINE OF
PVI ELraI-s4ers
ono ion AK,17.
2
g
x
GREENWAY
vc=25.00
v. �
r
T
iii
i
m
iX
il
-
gi�
is
g 44
IL
W
n
s.05%
1=xISTIING
GRADE AT
CENTERLINE OF
/
~-----,� -
~
GREENWAY
10+00.00
10+50.00
W7-5 & R5-3 SIGN
EXISTING RETAINING
WALL TO REMAIN
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
11+00.00
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
1
1
11+50.00
7-
7
12+00.00
EX. WETLANDS
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
EX. PROPERTY
BOUNDARY (TYP.)
ARBOR
COMMONS
`f-
T
12+50.00
13+00.00
13+50.00
14+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
PRIVATE
PROPERTY
SIGN
EX. 20' SEWER
EASEMENT (TYP.)
14+50.00
EX. BOARDWALK TO BE REMOVED
ss
_5S
15+00.00
15+50.00
T�
LIMITS OF
DISTURBANCE (TYP.)
EX. PROPERTY
BOUNDARY (TYP.)
EXISTING
FLOODPLAIN
FAIRFOR
16+00.00
Z2
RIPARIAN BUFFER
(TYP.)
- SS
16+50.00
EX. BoARDWAtKrrO--- - -711
--
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
380
375
370
365
360
355
350
345
340
335
330
17+00.00
- ss
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTLMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
\‘‘VI111II11111r,,�!
e�.Q�oFEssr0y,,, •
•
SEAL
053032
fitICI
12-08-2021
1,1���,il llrlr1j11!
`Illllrlrr*
llflillll,,`
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1" = 30'
' 11.$' 0 '
SCALE: 1" = 30'
NORTH
C3.0

C-3.5 PLAN AND PPClr
375
370
365
360
355
350
345
340
335
330
325
HIGH POINT STA =17+50.00
HIGH POINT ELEV=350.47
PVI STA • 17+75.00
PVI ELEV = 349.83
A.D.•-2A %
K = 20.42
HIGH POINT STA =19+18 55
HIGH POINT STA • 20+77 08
Y.C. = 50.00'
LOW POINT STA =18+60.00
HIGH POINT ELEV = 347.08
HIGH POINT 0.EV = 347.00
LOW PONT ELEV
PVI STA=18+15A0
= 34858
PVI STA - 19+20A0
PVI ELEV = 34727
LOW PONT
LOW PONT
STA - e0*D4.28
ELEV = 34688
FM STA = 20F75A0
PVI ELEV. 347 [JIJ
LOW POINT STA = 22*23 O8
PVI ELEY = 345.33
A.D. _ -2.90%
PVI
PVI
STA= 20W5AO
ELEV.- 34586
A.D. _ -3.00%
LOW POINT ELEV = 34554
PVI STA = 22+25.00
AD.=8.25%
K=8.00
K-17.24
V.C.s50A{Y
�'=3
K=
Y.C.=25.00
PVI ELEV = 34521
V.C. -500e
V.C.=50A0
K=14.71
AD. -2.80%
K-38A6
~ r
La
Y.C.=100.00'
NJ
y
f
m
W
R
TR
8g
c.i
.
re
-TON
1.25%
4.85%
�
-
r.zs%
p^
PROPOSED
EXISTIING GRADE AT
GRADE
AT CENTERLINE
OF
CENTERLINE OF
GREENWAY
GREENWAY
17+00.00
7
21:-
-SS _
-SS
17+50.00
18+00.00
ZI
PRIVATE PROPERTY SIGN
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
PROPOSED 10'
WIDE ASPHALT
/ TRAIL (TYP.)
EX. 20' SEWER
EASEMENT (TYP.)
-SS
FAIRFORD DR
18+50.00
19+00.00
Se0I 1 �z
4 l a1 f
- - -_I
RIPARIAN BUFFER
//1
PROPOSED 10'
WID�ASPHALT
TRAIL (TYP:---
ARBOR
CREEK
19+50.00
20+00.00
20+50.00
21+00.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 5' VERTICAL
EX. WETLANDS
(TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
21+50.00
22+00.00
- �.
-WT--2R SIGN
ARBOR
CREEK
22+50.00
23+00.00
RIPARIAN BUFFER
23+50.00
EX. WETLANDS
(TYP.)
PROPOSED 10' (�
t
WIDE ASPHALT - :�
TRAIL (TYP.) r
I-----1-:::::-...,'"f:,''::-„,\N---§:sil,:NN:;N.,,,,,,' .-!,..:N.F% .
N • \ \ \" •
\ \ \ \ `
\ \\ \ \ \ \�
1 1,\\; \-
r �
> > \ \ \ \ \�
375
370
365
360
355
350
345
340
335
330
325
24+00.00
•
•
1•
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSFIG
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
0111111111111r11r1/4
SS/oy f� •
SEAL
053032
NE
12-08-2021
1,1‘j11i111111r111!
Illrrr111111f1i1111\\�
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1" = 30'
' 115i' 0
SCALE: 1" = 30'
NORTH
C3.1

375
370
365
360
355
350
345
340
335
330
325
HIGH POINT STA
= 27+66.34 HIGH POINT STA
= 27+67.50
IBC!' POINT
PVI STA =
CLCV • 305.51 MGM POINT ELEV
27+50A0 PVI STA =
- 355.40
28+00.00
PVI ELEV
A.D. -
= 355-62 PVI ELEV
6.5694
= 355.32
HIGH PUIN I S 1A = lf1+27.05
HIGH POINT FI FU = +j3.0F
K =
A.D. -.5.I/
0 11 K =
4.85 LOW PONT
STA = 28+fi1.56
PVI STA = 29+30.00
V.C. =
40.00'
V.C. =
25.00'
LOW PC
INT ELEV = 352.40
HVI tLhV = i3.Bv
}�+( POP
PVLEV=352.16
K=5.36
LO'NPOINTELEV=35126
P17RT
HIGH POINT STA = 25+25.00
LOW PO
PCwT
NT STA = 26+40.00
y-�
}LEV=3
u. = s. u0`%
V.G. = 30.00
PVI STA -
PVIELEV=351.50
30*0a.00
RU+EL
HIGH POINT ELEV = 349.19
PVI STA - 26 15.00
PVI
STA = 2fi+55.00
V.C.
= 00 00
AD. =
r-ypn
2.45%
Au•
K-
r
PVI ELEV = 349.13
rvl
A.D.
-,rr.ar
EK = 5.35 .
r
`
V.C. =
50.00
VC,
A.D. _ -0.7596
K-36.67
VC
=
K = 5.61
=3ODD
e
8
53
1
a
v
"-,
a
V.C. = 20.00
�I
M
OI
^
W
V
�i
o
8
j
W
7
p
.�+.
Q
n1
�i
��
ANY
Sm
m
e.
i
m
m
w
w
gi
rVri
[wj
ogjJ
'a,,
�
w
B.6V75
u;
8
�
iJ
W
y
$5°b
2.25°l0
3.3$%
J
18" RCP CULVERT
`���
_____0.9..a._
________________
r � � � �
f
r
r '
�--*?
GRADE
PROPOSED
AT CENTERLINE
OF
7[COUNTERSUNK
GREENWAY
TRIPLE 48" RCP CULVERTS
EXISTIING
GRADE AT
I]
CENTERLINE
OF
GREENWAY
J
r0
7 m 0 II
01-q•
(..)w�U
v7C`I
-mow
_ Q
n w
24+00.00
Jr
24+50.00
N
25+00.00
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
W1-2L SIGN
12
25+50.00
4-
4-
26+00.00
4-
RIPARIAN BUFFER
4-
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
LIMITS OF
-i DISTURBANCE (TYP.)
26+50.00
4-
t
PRIVATE PROPERTY
SIGN
I ID-.
ALIGNMENT "B"
SEE SHEET C3.18
/II
4-
4-
,
27+00.00
27+50.00
28+00.00
GREENWAY PROFILE
111 = 30' HORIZONTAL
1" = 5' VERTICAL
--
4-
18" RCP
-1
3
4-
-A-
4-
-t-
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
�I
4-
4-
4-
28+50.00
4-
4-
DLL
° ?
RIPARIAN BUFFER
EXISTING
FLOODPLAIN
W7-5 SIGN
4-
4-
4-
4-
4-
4-
4-
29+00.00
4-
EX. WETLANDS
(TYP.)
4-
PROP❑SED - _-_ _ ■ r - � �'���� '�:���
„�������.��= �:-
4...74044%.0.,..4,444.41,4048;:e.),
R1-1 SIGN
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
07
1
375
370
1- STA -3OQ
TEL£2fi 00
10,31
50.00,
360
iz 355
350
345
340
335
330
325
31+00.00
4-
EXISTING
SEWER EASEMENT
(TYP.)
J
29+50.00
4-
Jry
4-
4-
EXISTING
FLOODPLAIN
PROPOSED GREENWAY
EASEMENT (WIDTH
- VARIES, TYP.)
Jr
4-
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
1
4-
4-
30+00.00
4-
4-
4-
4-
4-
4-
4-
4-
4-
4-
4-
4-
W7-5 SIGN
4T
1-
30+50.00
4-
4-
4-
4-
4-
LEGEND:
LD
TP
21
22
LD _J
TP
TP
%O
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. i SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
1� �- m
- FOR THE LOCATION OF
UNDERGROUND FACILMES
3 WORKING DAYS
BEFORE YOU DIG
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATEAND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK.
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
STOP
MUTCD R1-1
18"x 18"
PRNATE
PROPERTY
ROTREOPA55IND
PRIVATE PROPERTY
SIGN
BIKE - HILL
W 7-5
18"x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W 1-2R
18"x 18"
No
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18" x 18"
24" x 24"
QR 01:SS10 9�
SEAL
053032
,��rrrrl1T1111��'R. �,
01-05-2021
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
PROJECT: 5E20.027.00
ISSUE:
DAT:
REVISIONS:
A Rev.1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR: M. TAYLOR
DRAWN BY: L. SMITH. 5. TEYMOURI, E. GWIN
CHECKED BY: M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1" = 30'
30' 1„ 0
SCALE: = 3C'
30
NORTH
C3.2

ND PROI LL. dwy
i\brawings\Plansets\Site Plar
375
370
365
360
355
350
345
340
335
330
325
HIGH POINT STA = 31+00.00
HIGH POINT ELEV=-350.60
PVI STA = 31+25.00
PVI ELEV = 350.38
AD =-485%
K =10.31
HIGH POINT STA =
34+88.97
V.C. = 50.00'
HIGH POINT STA = 33+93.64
HIGH POINT ELEV = 346 67
LOW POINT STA- 34+25.62
HIGH POINT ELEV
PVI STA = 34+95.00
= 347A5
PVI STA = 33+80.00
LOW PONT ELEV = 346.44
RI STA- 34+3580
PVI ELEV • 347.88
PVI ELEV. 346.91
AA._-5 Q%
PVIELEV=34s23
A.D. - -7.25%
K=8.90
LOW POINT STA = 32+47.50
LOW PAINT ELEV - 343E3
LOW POINT STA = 32+7A58
K = g'�
AD. = 4.00%
K =1250
V.C. = 5091
L.
LOW POINT STA = 30+00.00
LOW POINT ELEV - 344.09
LOW POINT STA = 36+6346
PVI STA = 32+3580
LOY4�PONT
STA ELEV�
AO
V.C. � 50.OQ'
V.C. = SOAO
5.00
PVI ELEV 344PVI STA• 7 28
LOW PONT ELEV • 343.76
PV1STA = 36+T5A0
'er
$
PA ELEV 344A5
AA.= =344
.00
PVI ELEV = 343AA
A.O. = 3.75i4
PVI ELEV = 343.53
AO.=1.95%
,� fi#
K=825
- 28A0
AA7.=BOvii
K-1333
V.G=50AD
K=5126
mY.G
V GK
Y.C. • 100.001
i
513
&
.ui
g. m
��
g$
8
la
dal
�
�
�
�
"�i
N.
g
PROPOSED GRADE
AT CENTERLINE OF
_25%
GREENWAY
_
A.25°I�r
120°Ifa
EXISTIING GRADE AT
CENTERLINE OF
GREENWAY
31+00.00
C
A
31+50.00
32+00.00
EX. WETLANDS
(TYP.)
7� x
PRIVATE PROPERTY SIGN
32+50.00
33+00.00
33+50.00
1.-
x `1
RIPARIAN BUFFER
EXISTING
FLOODPLAIN
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
34+00.00
34+50.00
35+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
I
i = T al _c
•��Z�i s. a `
yy 1L,rt►►rt� y��R� �� 1►>�+rr,�` �G�►_ 1 ►1► Ztl '.� V 'fir► „
"��.r i��j� �`•�{'�Ti� w �:' tia��li�.::►►►►►l�i��`%�++�►r�_•� i►j►ll�ilii,M ■-* r ���%��it►rim *=>..i
�� �� ►►►�, �►��"Itt41?413AVIAMASSAS
iti► ►►►r►►- ►��l��i����ea , .a �_- ,�
cz-
G7
-� \
EXISTING
SEWER EASEMENT
(TYP.)
ocr
.47
44/
4C Q`Z �k+ cI
Catzi
,
o)
35+50.00
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
36+00.00
36+50.00
EX. WETLANDS
(TYP.)
Z2
37+00.00
375
370
365
360
355
350
345
340
335
330
325
38+00.00
37+50.00
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
EY
FL,
7-.....
- _ WIDG 1-2L SIGN ■ �>♦`r %YiiEXTING WOODB
AND RIP RAP TO BE REMOVED � � �
-- - C7
9i b
,1"aQ
V
LEGEND:
LD
TP
71
72
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING 8 CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTLTIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
r1O
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
Hlrll117!
cAt
LSS�0�1,.1. �9
SEAL
O53032
,, �� R. -G'��
!lllrlrr r r l l l l 111��,„\\,
12-08-2021
1,1�j,1i11111 r1111!
lt\COVs7om'%;
`1/1/1/lir! ilk 0%11
COPYRIGHT© 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROD. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1 " = 30'
SCALE: 1" = 30'
NORTH
C3.3

23 AM X:\2020\5E20 027 00 ToHS - Arbor Creek Greenwcay\.l ri\Design\Drawings\Plansets\Site Plan \5E20027 C-3.0 THRU C-3.5 PLAN AND PROFILE.dwg
365
360
355
350
345
340
335
330
325
320
315
c
r.;
o
JV7
0 360
N2
"
HIGH PAINT STA =39+S97
a
��
HIGH POW STA = 38+22.51
HIGH POINT ELEV = 346.01
i-
w
HIGH POINT ELEV = 34523
PVI STA - 311+30.56
PVI STA = 39+90.16
PVI ELEV = 346 97
E
E
E
w
PVI ELEV = 345.39
AA. = -1525%
g
g
AA. • -4..01 %
K = 9.97
LOW POINT STA = 39+25.88
LOW POINT ELEV = 302,81
K - 328
V.C. • 50.00'
LOW POINT STA =41+59.04
S
°R
g
$
g S
o
q
V.C. = 40.00'
PVI STA - 39+31.38
LOW POINT STA =40+75-M
LOW POINT ELEV = 342.52
FM STA =41+7154
w
n
+
1 +
11
a
0+
.16
PVAD10 142
LOW POINT ELEV =341.31
PV1ELEV =34271
N
F
F
H
K= 242
V.C. - 26.00
FYI STA = 40+85.01
PVI aEV= 341.12
0.
0.= 5.9016
K = 4.55
r7
> V'
[n
y
A.D. _ 24
V.C. = 25 p0
LOW POINT STA = 44+87.53
POINT ELEV = 338.88
355
350
345
340
r r
V.G=30A0
.0LOW
N
r
4
PVISTA=44+75.03
i
~
c
,
A AA V 7.00%
K•3.57
"'
•
f
I
„ .
oo
g
W
oo;
2.00,
BRIDGE
1
g
8?95
77s�
-7
d
m 4
k
av
,� ,.
______
1.50(3,0 _
~
~
`
l ~r 1
-
1V
-
r
i
---
-
-���r-�f
EXISTIING GRADE AT
'PK"-18'
RCP
CULVERT
1
1 --
_
~
-
---
- ____
CENTERLINE Or
END APPROACH SLAB
STA. 43+70.00
GREENWAY
BEGIN
APPROACH SLAB
STA. 42+30.00
J
PROPOSED GRADE
335
330
BEGIN BRIDGE #1
END APPROACH SLAB
AT CENTERLINE
OF
END BRIDGE # 1
o
GREENWAY
STA. 42+40.00
100-YR WSE
BEGIN APPROACH SLAB
02
STA. 43+60.00
EXISTIING SANITARY
z U II
SEWER EASEMENT
S
z
O Z r. J
STA. 39+26.14 TO
w
a
<
STA. 39+71.06
t" z
4
0-)�7
z
DJ
��
•
w�
Z Q
��
cn w
i= LV) Lei LI
325
w w a
Zw �
33��
I
1
anGo
320
315
38+00.00
' 07
r
Zp\t,
> >l_tic%
ki,
38+50.00
1.
EXISTING
FLOODPLAIN
39+00.00
EX. WETLANDS
(TYP.)
ALIGNMENT "A"
SEE SHEET C3.42
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
W7-5 &
W1-2R SIGN
0
7- ohnD
39+50.00
40+00.00
41+00.00
PROPOSED
18" RCP
40+50.00
ALIGNMENT "C" -
SEE SHEET C3.19 PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
41+50.00
42+00.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 5' VERTICAL
--QQA%
10
ac
O
0
42+50.00
22
43+00.00
RIPARIAN BUFFER (TYP.)
LIMITS OF '
DISTURBANCE (TYP.)
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES. TYP.)
PROPOSED 10' f/
WIDE ASPHALT
TRAIL (TYP.)
x
PROPOSED BRIDGE
\ 11
43+50.00
APPROACH SLAB
r•'
EXISTING
FLOODPLAIN
44+50.00
45+00.00
•
,
_ _
-
A
44+00.00
RIPARIAN BUFFER (TYP.)
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
/
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND U1Th ES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UHILH1ES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSNG
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
j11111111I111111100
�_Q\oFESS/044
SEAL
053032
F,9•.. FA/CIHE43/
!llllllrrrl I l l llll��, ,,,
12-08-2021
1,1��,lilll11r1111!
Illrrr111111���
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
EXHIBIT MAP
01.26.2021
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1" = 30'
' 115 0 '
SCALE: 1" = 30'
NORTH
C3.4

;N AND PROFILE.d
isets\5ite PIan\5E20027 C-3.0 THRU C-•
24 AM X:\2020\5E20.027.00 ToH5 - Arbor Cree<
QUJ
360
HIGH POINT STA = 50+91.73
HIGH POINT ELEV = 342.16
PVI STA O475
,A+75.00
PVC ELEV = 34237
A.D. =-1
A.D.
K - 51.18
355
350
345
340
335
330
325
320
HIGH POINT STA = 45+50A0
HIGH POINT ELEV - 338.56
= 1o9A0'
PVI STA = 45+75.00
LOW POINT STA
= 48+86.52
+
a.
PVI ELEV = 338.42
A.D. - 025%
LOW POINT
PVI STA =
REV - 357.72
47+00.00
K = 200.00
PVI ELEV
,ara_ =2-as%
= 337.49
V.C. = 50.00'
K = d8E9
� �
V,C, =
f 00,00'
$
C
$
8
l'g
+
05.
s
PROP
s
AT CEOSEDNTERLINEGRADE
OF
Li
$
GREENWAY
/
-0 50%
k,
-0.75%
EXISTIING GRADE AT
CEN I tRLINL OF
GREENWAY
r
EXISTIING COLONIAL
�
PIPELINE EASEMENT
i_
STA. 46+45.52 TO
`¢ w
STA. 446+96.67
a
z
=�
Gow+
w��
Z��
w��
315
45+00.00
L
45+50.00
LC
MAIA FAMIt`f�L 969
#34# 07 50-
46+00.00
46+50.00
12,
-'-
EX. WETLANDS
(TYP.)
W 1-5 (L) SIGN
EXISTING
FLOODPLAIN (TYP.)
RIPARIAN BUFFER (TYP.)
4-
47+00.00
47+50.00
EXISTING GAS EASEMENT
(COLONIAL PIPELINE)
'Jr
48+00.00
48+50.00
49+00.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 5' VERTICAL
LIMITS OF
DISTURBANCE (TYP.) \
/)
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
0 +
EX. WETLANDS
(TYP.)
\
4- 0
0
0
0
1
EX. WETLANDS
(TYP.)
°7
❑7
�r-
50+50.00
51+00.00
EXISTING
FLOODPLAIN (TYP.)
r
51+50.00
W1-5 (L) SIGN
1'4rF
MAIA FAMIl30-395 E
PIO00750
365
360
355
350
345
340
335
330
325
320
315
52+00.00
49+50.00
Q1�C77l�
50+00.00
EXISTING
FLOODPLAIN (TYP.)
''C
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
> > >
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS Of EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILMES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
No
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
.4>
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
j1���1{lllIcAtHli,l777j
�.Q�DFLSS�0�7.1.9
SEAL
053032
H�-
�` 12.
12-08-2021
' 0 111111 r1rfi,/
/liT1111 WO
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1" = 30'
' ll`S' 0'
SCALE: 1" = 30'
NORTH
C3.5

JUJ
360
HIGH POINT STA = 57+78.17
HIGH POINrsD
A9IAfF ELI
HIGFI POINT DIV = 343a9
PVI STA =57+BBA9
1HIGH
LOW POINT STA =58+72.22 PVSTA=51
PVI ELEV = 343.76
LOW POINT ELEV = 342.51 PVIELEV
PVI STA= 58+74.53 A 0 - -61
A.D. - tiI.10%
K = 32.26
342
Mil ELEV =342A3 K=4,3
LOW POINT STA = 55+08.7fi
•
A.D, - 3. V.C. = 30.
K=815
355
LaT�POINAELEV33964
V.C.=2a.OD
M...
PVI ELEV = 339.46
A.D.-2.50%
K = 40.00
1+1
NJ
mZ
q
v
350
345
340
335
330
325
320
�
R
O
s
�
R.
Rsg
W
W
w
rel
n.J
PROPOSED GRADE
R.
AT CENTERLINE OF
GREENWAY
4, '�
-f.25°%
2.00%
- F
-0.65%
��-��a-
�,,
6�
EXISTIING GRADE AT
CENTERLINE OF
GREENWAY
POWER
}9
315
52+00.00
52+50.00
N.
•
D
{
•
•
o>♦
53+00.00
53+50.00
EX. WETLANDS
(TYP.)
X X !
54+00.00
EXISTING
FLOODPLAIN (TYP.)
54+50.00
LD
EXISTING
FLOODPLAIN (TYP.)
PROPOSED 10'
WIDE ASPHALT
/ TRAIL (TYP.)
55+00.00
55+50.00
56+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
56+50.00
X X
EX. WETLANDS
(TYP.)
57+00.00
57+50.00
(31 -1ai
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
EXISTING DUKE
POWER EASEMENT
RIPARIAN BUFFER -\
I
58+00.00
X/
EXISTING GAS EASEMENT
(COLONIAL PIPELINE)
X �X
07
58+50.00
365
8.75
EV=343.03
+15.00
343.24
6%
355
350
345
340
335
330
325
320
315
59+00.00
�� ■
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
.4>
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
,����1111IIIlrrlr,,��
SS/oy.�.
SEAL
053032
..FNGI H�
1\.
12-08-2021
�rlrl111 WO
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1" = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.6

365
360
355
350
3
34
335
330
325
320
315
HIGH POINT STA =54+[1A 7E
HIGH POINT ELEV = 343.03
PVI STA - 59+15.00
PVI ELEV = 343.24
A.O. = -6.86%
LOW POINT STA = 59+75.00
K - 4.37
V.C. = 30.00'
LOW POINT !LEV - 340.88
PVI STA= 59+65.00
PVI ELEV = 340.81
A a = 3 54%
LDW POINT STA = 60+97-91
HIGH POINT STA = 64+27.31
HIGH ➢OI DLT ELEV = 339.60
K = 5.66
LOW POINT CLEV - 330.74
PVI STA = 60+72.91
LOW POINT STA =
52+47N
PVI STA = 64+30.54
LOW POINT STA = 65+16.11
1 !NN FEINT FI FV ='i:i7 Sr
V.G- - 2D.Otl
6'
o
..I
PVI ELEV = 338.91
a = 5 am .
LOW POINT ELEV
PVI STA = 62+i5.00
• 337.74
PVI ELEV = 333.63
A 0 -1 35%
PVI STA = 65.35.86
�
A
K
K=35.71
PVI ELEV = 331.71
A n = 1 ?!I�
.
PVI ELEV - 337.74
A.O.=8.10°%
F3
cn
e-i
II
V.C. - 34.IXY
K=20.82
V.L. L!7-UIT
K= 6.17
yr =Fnm'
g
W
r
r
e
4 m
V.C.-23.6W
-_
W '-
N
W
V
wi
¢¢
^1
w
7
7W
m
w
-
v
i
ii
rr�
W
Cel
v
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CO
ec V
w
LlJ
a cc
��
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1
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.
u,
rn
ifs
N�
'
N
T
S?
i
CO
m ,
u
U
U
w
86a
m
m
W"
m
T �5°+°
nn�
1.32%
-2.10%
-
4....
TRIPLE 3V RCP CULVERTS
-0.70%1
��
0.50%
,
-0.85%
(COUNTERSUNK 17
e
^�
�.
r
�� `�
____
--__
____- -
1
1
)_1-----
L
46 RCP CULVERT
I
PROPOSED
ICOUNTERSUNKI}
GRADE
AT CENTERLINE
OF
/
GREENWAY
J
�TGRADE
Z
AT
I
z
D
ERLINE
OF
p
w
GREENWAY
IL
o LD
�)
Qlz
1
1
2 co
nQo
LL
ZQ
WI Cl-o
1-
d�
,L)
W+
I-
W+
w+
c•o
0 WI +
)w
C7u'
❑LL.I
-i
❑�
Z< -
.„
xwr
Lu-p-
o0
CL v)
IZ
LU - N
1 Li] W V]
LLJ [/7 V7
I
59+00.00
59+50.00
EX. WETLANDS
(TYP.)
�I I
60+00.00
60+50.00
LD �1 LD
EXISTING DUKE
POWER EASEMENT
EXISTING GAS EASEMENT
(COLONIAL PIPELINE)
61+00.00
` ss
RIPARIAN BUFFER ,
L❑
Ss -
LD
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
61+50.00
L❑
1
62+00.00
62+50.00
63+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
EXISTING - LD - LD
FLOODPLAIN
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
63+50.00
PROPOSED
48" RCP
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
�.D
64+00.00
d
64+50.00
65+00.00
EX. WETLANDS
(TYP.)
65+50.00
EXISTING
FLOODPLAIN
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
T-
365
360
355
350
345
340
335
330
325
320
315
66+00.00
RIPARIAN BUFFER J T--
LEGEND:
L➢ LU Lil
TP
21
22
TP
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILMES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
STOP
MUTCD R1-1
18" x 18"
PRIOATE
PROPERTY
NOTRESPASSING
PRIVATE PROPERTY
SIGN
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W 1-2L
MUTCD W1-2R
18" x 18"
I4a
MOTOR
EHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24"x24"
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18" x 18"
24"x24"
�■�����I I I I lrrrr��7j�,.
,���RpFLSSrpy �4 /7-,
Q l
SEAL
=. 053032
=.,,Fq 'GIH
,I,,7''7rrlRlilllN��■■■
01-05-2021
Y..
11.■■
1111111
COPYRIGHT© 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT: 5E20.027,00
ISSUE:
REVISIONS:
A Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH. 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1 " = 30'
30' 15' 0
SCALE: 1" = 30'
NORTF-
C3.7

LAN AND PROFILE.dwg
ti
375
370
365
360
355
350
345
340
335
330
325
HIGH POINT STA - 67+22.64
HIGH POINT ELEV = 347.89
HIGH POINT STA - 67.51.02
HIGH POINT ELEV = 347.76
PVI STA = 66+79.09
PVI ELEV = 348.12
PVI STA = 67+66.02
A.D. _ -7.75%
PVI R EV = 347,69
A.D. _ -6.72%
K - 12.90
V.C. =100 00
K = 4.46
V.C.
HIGH POINT STA = 69+74.44
QVCS 68+g9.09
• 30.00
HIGH POINT ELEV • 344.10
N.
~
LOW POINT STA = 66+48.60
PVI STA -6 3i9.44
PVI ELEV = 34425
LOWPOI
LOW POINT
VTSTA =71+29.53
ELEV - 342.78
LOW POINT ELEV = 342A7
PVI STA - 68+40A0
A.O. _ .2.50°6
PVI STA
= 71+04.53
PVI ELEV. 342.32
K . 20.00
V.C. = 50.00
PVI
40.
L= . 342.80
D. = 0 5096
8
g
A.D. - 8.72%
K=2.87
K=160.00
C.
Si
i,
R
-
V.C. = 25A0'
V
• A.OR
Z.g
R
1
04
-0.
1
PROPOSED GRADE
AT CENTERLINE OF
/
W
GREENWAY
r��%
/
-�
-f
- 9
-0.50%
�-
J
` y
--
EXISTIING GRADE AT
30•IiOPECULVERT
CENTERLINE OF
GREENWAY
66+00.00
LD
LD
LD
66+50.00
EXISTING
]� FLOODPLAIN (TYP.)
LD
67+00.00
..
67+50.00
CONNECTOR TO
TRAILHEAD PARKING
STA 66+55'
68+00.00
68+50.00
\.D
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
69+00.00
69+50.00
70+00.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 5' VERTICAL
W1-2R SIGN
LIMITS OF
DISTURBANCE
(TYP.)
PROPOSED
30" HDPE -
CFI
LD LD
EX. WETLANDS
(TYP.)
❑T -- cn
(p
k
X k x x
X k �
X
PLAN VIEW
X
07
k
EXISTING
FLOODPLAIN (TYP.)
70+50.00
�C
Oj
71+00.00
71+50.00
OF
,0,1_S\a b
L��
,\o e..\,
l0
N
LIMITS OF
DISTURBANCE
(TYP.)
W1-2L SIGN
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
07
of
07
07
72+50.00
72+00.00
4)
o]
L
375
370
365
360
355
350
345
340
335
330
325
73+00.00
07
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
> > >
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTIL111ES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING LiTIL111ES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NO
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
.4>
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
77jrl1111
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
C3.8
SCALE: 1" = 30'
SCALE: 1" = 30'
NORTH

365
360
355
350
345
340
335
330
325
320
315
HIGH POINTSTA
HIGH POINT EL&!
= 73+46.26
= 341.69
PVI STA = 73+96/6
PVI ELEV - 341.44
A.D. =-3.93%
K=28.57
V.O. - 100
00'
LOW POINT STA •
76+9i00
HIGH POINT STA = 78+07.86
LOW POINT ELEV
• 33524
LOW POINT STA= 77+31.02
HIGH POINT E78= 334.90
LOW POINT
STA = 80+18 57
w
PVI STA= 75+45.00
PVIELEV= 336.49
LOW POINT ELEV - 334.69
PVI STA • 77+31 A2
PVI STA = 78+15 00
PV1 ELEV = 334.98
LOW PO
NT ELEV = 333.44
AO. = 3.50
K = 28.57
.
PVI ELEV • 334.56
A 0_= 1009E
AD. = -1 AO%
PVI STA
PVI
= 60+04.39
ELEV = 333.25
V.C.=100W
K=10000
35.71
vC.=5000'
AD.=/AO%
K=7I4I
m
. W
_
V.C.-100.00
V.C.=100A0'
Om
.11
5
W
it.W
s
o
g
PROPOSED GRADE
q
�
.
AT CENTERLINE OF
y
w
GREENWAY
R
VD
15' RCP CULVERT J
~
-Q 00
m
Li,ku
(COUNTERSUNK61
m
-0.50%
0.50%
®--
EXISTIING GRADE AT
CENTERLINE OF
f
--�
1
_
GREENWAY
y
k
J
- - r -
Or
r
,
___--_xettefri
FOUR 3V RCP CULVERTS
w
FOUR 30' RCP
CULVERTS
6')
(COUNTERSUNK
(COUNTERSUNK r)
b
(V
B
_ c+7
z o 0 II
•
~z�
U Wi
U
iQwwZ
QVI
w
73+00.00
73+50.00
74+00.00
ALIGNMENT "D"
SEE SHEET C3.20
74+50.00
75+00.00
75+50.00
EXISTING
FLOODPLAIN (TYP.)
W1-2L SIGN
PROPOSED 10' WIDE
CONCRETE TRAIL (TYP.)
76+00.00
76+50.00
77+00.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 5' VERTICAL
"
EX. WETLANDS
(TYP.)
c7<
qa�
77+50.00
.1 x
PROPOSED
24" (x4) RCP
PROPOSED 10' WIDE
ASPHALT TRAIL (TYP.)
LIMITS OF j[
DISTURBANCE (TYP.)
78+00.00
x
C11- 01 , 01--
x
78+50.00
EX. WETLANDS
(TYP.)
xn
79+00.00
79+50.00
365
360
355
350
345
340
335
330
325
320
315
80+00.00
\7x
%,
��
■
5+00.00
75+50.00 7 00 j .00),
77+00.I I - N ■'■ ■
■ +50.0o T8+U0.00 78+50.00 79+00.00 x ' 79+50.00
•• I II ([,0 :1*"•
•
_
�/ / ...WC v
r1 r.. J'FOC
x x
PROPOSED 15" RCP
x x
EXISTING
FLOODPLAIN (TYP.)
x n
x x
x x
[DTP.
TPF
�Tx�x o
I EL) x Lx
LD
TPP
.. x
x
PROPOSED
EXISTING
• FLOODPLAIN (TYP.)
RIPARIAN BUFFER
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
• 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CCIII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR RS REPRESEHTATIVE. THE CONTRACTOR SHALL DETERKAINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND MURES.
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NCR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
MUTCD R1-1
PRIVATE
NO TRESPASSING
PRIVATE PROPERTY
SIGN
BIKE - HILL
W7-5
CURVE
MUTCD W1-2L
MUTCD W1-2R
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
.4>
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
•
SEAL
053032
12-08-2021
II/1111111 WO
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
NORTH
C3.9

3
3
.]J
HIGH POINT STA = 82+15.00
50
45
35
30
25
20
15
10
HIGH POINT ELEV = 334.23
PW STA - 82+25A0
PVI ELEV = 334.38
A.D. _ -125°ti
K MOOLOW
LOW PONT STA
POINT ELEV
= 85+99.52
-331.85
U.. = 100.00'
Pl l STA =
85+99 52
PVI ELEV=
A.D. =1.50%
33157
a.
K =100.00
VC -150.00'
r
r
�
met
e6
2
PROPOSED GRADE
ATCENTERLINE C]F
a
GREENWAY
0.50%
—__,
I—=0
-
-0.75%
- $
�ti �_
1-
—
1 -
1 ~�
r
�'
f
EXISTIING GRADE AT
CENTERLINE OF
GREENWAY
>-
ry
Z
i-
Q�
z�
cil 0w
1
�w
?
w
cn� •
- ten
wit
,./) u_1 �
Zwca
W w�
w w
ZZ w
mv,�
I-
w��
05
3
3
3
3
3
3
3
3
80+00.00
80+50.00
1
LIMITS OF
DISTURBANCE
(TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
81+00.00
x
81+50.00
PROPOSED
24" (x4) RCP
X
X
EX. WETLANDS
(TYP.)
X
82+00.00
X
82+50.00
EXISTING
FLOODPLAIN (TYP.)
X
X
X
83+00.00
83+50.00
84+00.00
GREENWAY PROFILE
1 " = 3Q' HORIZONTAL
1" = 5' VERTICAL
EX. WETLANDS
(TYP.)
,_
X
X
84+50.00
EXISTING SEWER EASEMENT
.
RIPARIAN BUFFER (TYP.)
X x
X
85+00.00
85+50.00
86+00.00
86+50.00
)( )( )( %44g).01.
)( )( )( OP#.4
‘14)
Ault ,Atit:i01A/it:06$;;,*
•'i 411t��iiTi--�%
0 Vittigg
05;441-10
•�11
r
11�I
o
EXISTING
FLOODPLAIN (TYP.)
ti9'
355
350
345
340
335
330
325
320
315
310
305
87+00.00
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
MUTCD R1-1
18" x 18"
PRIVATE
'RD'ERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
.4>
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18" x 18"
24" x 24"
01111111111r1r�7�
cAt
•
SEAL
053032
12-08-2021
','�1111i111rl�rrr'r1
r+1r1111 WO
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1" = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.10

1 /12/2022 3:49 PM X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Design\Drawings\Plansets\5ite Plan\SE2r
355
350
345
340
335
330
325
320
315
310
305
HIGH POINT S
TA • 88+09.99
HIGH POINT STA
= 91+83 20
HIGH
ELEV=99293
LOW POINT STA=88+97.88
HIGH POINT ELEV=332.93
PVISTA
STA V
PVI ELEV
= 333 99
= 333 GS
LOW POINT ELEV
=.8833
PVI STA =
PVI ELEV
91+99.86
= 333.10
A.O. _
-1.25%
PVT STA= �+97.88
PN ELEV =
332.09
A.D. _
-1.50%
K =
Vf:=1nnno,
KMAD.
=1.
K-'moo
]0%
K = ebb/
V.C_=
IM.nn'
v.c. =1 00A0'
10.-
ma
fai
eg0.
�'
-0.50%
4.50%
0
O.T°P%
_4,
—
a
a
-f.UO%
---___
4_,
w___
48" RCP CULVERT
NG (COUNTERSU1)
PROPOSED GRADE
AT CENTERLINE OF
GRADE
EXISTIING AT
CENTERLINE OF
GREENWAY
GREENWAY
cE
1-
z
<1
0 uJ
�
LLJ 07,
ww�-I-
ce o
LLL.I Ll
mv,�
87+00.00
2.2
87+50.00
88+00.00
22
88+50.00
89+00.00
2j z
89+50.00
EX. WETLANDS
(TYP.)
Z1��
90+00.00
90+50.00
91+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
4-•
+. ±
A- *
A-- A-
��� I_
i! `zmw_
rrA 0) mew
PLAN VIEW
SCALE: 1"=30'
C
91+50.00
EXISTING
FLOODPLAIN
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
- PROPOSED GREENWAY
EASEMENT {WIDTH
VARIES, TYP.)
LIMITS OF DISTURBANCE
(TYP.)
92+00.00
Z2
92+50.00
DOf - WN
1N # 165 4367
4-
EXISTING �11
FLOODPLAIN (TYP.) . -Z1
93+00.00
4-
4-
4-
4-
EX. WETLANDS
(TYP.)
Jr
�12
Z2
355
350
345
340
335
330
325
320
315
310
305
94+00.00
4-
93+50.00
4-
4-
4-
4-
4-
LEGEND:
LB
TP
zl
22
LB
TP
LB
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING 8 CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
® 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES,
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NOTRESPRSS6IG
PRIVATE PROPERTY
SIGN
BIKE - HILL
W7-5
18" x 18"
24" x 24"
4..<&
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NO
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18'
24"x24"
111111111IIfrl1111,1 J
[Z�H cARo
Q�oF •
E5sIo*: - q
SEAL
053032
GIN
01-05-2021
1/1,1 rrlrl*
li1Lj11',,`
COPYRIGHT© 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
SE20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
C3.11

c
r
v
1 /12/2022 4;40 PM X:\2020W5E20.027.00 ToHS - Arbor Creek Greenway\LD\Design\Drawings\Plansets\5ite PI(
355
350
345
340
335
330
325
320
315
310
305
HIGH POINT STA = 94+79.713
LpW PORT STA. 94+40.32
LW/ POINT ELEV. 330.88
HIGH POINT ELEV = 330.96
111011 POINT STA • 95
HIGH POINT ELEV = 330.82
16.47
HIGH POINT STA = 98+68.23
+31.
PVI STA = 94+31.99
FM STA = 94+82.05
PYI FI FV = 331 03
PN STA = 95+41.47
PVI ELEV - 330.B7
LOW Pf71NT STA == 1
HIGH POIN I LLLV = 33U.31
PVI STA =1.75% 94
PVT ELEV =
AD.=1.5095
A.D. = -1.10%
A.D. = -0.65%
329 3
LOW POINT ELEV = 329.30
PVI ELEV = 330.64
K= {
V.Cr50.OIY
K=d5.45
V.C.=50AG'
K=76.92
V.0 •FiD.00'
PVISTA-9B+B9.7T
PVT ELEV •329.07
A.D._-1.75%
K=8571
AD.=zoG�
K=��
V.O.=150.00
V.C.=100A0'
~
`
T.
um
R
II
.*v
ai
.i
L.*j.-
PROPOSED GRADE
CENTERLINE OF
GREENWAYAT
-�
0.5p°lo
-0.6a%
`��
0.75%
•
--„,______________Z_
_ _ _
- -___
_
.......
......_ _ ____
-
.........,....
kS
,,,
RCP CULVERT
(COUNTERSUNK 1)
EXISTIING GRADE AT
CENTERLINE OF
GREENWAY
94+00.00
07
------~ Z2
94+50.00
95+00.00
95+50.00
96+00.00
PROPOSED
STORM PIPE (TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
EXISTING
FLOODPLAIN
RIPARIAN BUFFER
22
96+50.00
97+00.00
97+50.00
98+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
Zl
❑7
P
k P10 4 065Nl N o
HOLLY SPRt�C" �7 4367
RIPARIAN BUFFER (TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.) -
EXISTING SEWER
EASEMENT
PLAN VIEW
SCALE: 1"=30'
98+50.00
EX. WETLANDS
(TYP.)
99+00.00
RIPARIAN BUFFER
99+50.00
100+00.00
41,
100+50.00
355
350
345
340
335
330
325
320
315
310
305
101+00.00
LEGEND:
LB
TP
21
22
LB
TP
LB
TP
A
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING 8 CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
® 3 WORKING DAYS
pBEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE- THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NOTRESPASSHG
PRIVATE PROPERTY
SIGN
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NO
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18" x 18"
24"x24"
SEAL
O �''
',,�,\1111111ff7111j,'I
FAR%
�-.•.- OESSIo4 • 1'
053032
+❑j
��'�11rr,111111'1���,
01-05-2021
,1�
COPYRIGHT© 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
SE20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: l" = 30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
C3.12

Lek Greenway\LD\Design\Drawings\Plansets\5ite Plan\SE20027 C-3.11 THRU C-3.15 PLAN AND PROFILE.dwg
0
1/12/2022 4;43 PM X:\2020\SE20
102+00.00
103+00.00
103+50.00
355
350
345
340
335
330
325
320
315
310
305
HIGH POINT STA =1 04+c4.64
HIGH POINT ELEV = 329.17
PVI STA 104+3U2B
LOW POINT STA-105+67.61
HIGH POINT STA=,05+90.28
LLOWPPOINT
PVI ELEV = 32929
LOW
A WSTA �� E106►1I.41
HIGH POINT ELEV = 3e
PVI STA = 1LI6+40 29
,29
LDWPOINTSTA-176�'
LDW PRINT = 32I
ELEV' 327.733
PVI STA=101+8T.36
_
A.D. -2.06%
K=27.31
PVI ELEV=326.66 .61
PVI ELEV =328.04
PNELEV=32755
A.D..04
=1�
V.C. = 5fI.0O'
AU.=I].;SI14n
K = 329.B'1
A.D._-0.43%
K = 77n 36
PVI STA=1OV
PVI ELEV. 326.36
K=66.67
V.G=1{10.0[P
I
V.C.=100.00
0.K • 16 74�
I
V.C. • 16Q.00
r.
M1
m
ccn
V
rr1
y
F
V.C.=50A6'
r
n
I I
,ter
1-
1-
1...j
w
,
w
n�
env
mm
$�
W oy�
W..m
PROPOSED GRADE
AT CENTERLINE OF
m
Ywmw
m
w
1
GREENWAY
al
3
g
1 zs%
,
ate
A
a.5D%
�� --
_
�
�1
-_v I
-OE94%D.sa%
�-
_._._
_ ___ _____
_______
`
�-
-
10
1
EXISTIING GRADE AT
CENTERLINE OF
DUEL
48'RCP CULVERT
GREENWAY_....)
[COUNTERSUNK
1')
%�
>-
N
TY
Q
I_
Z
CV
Q Z
",Z
00
w
II
N +
1-z
oWo,�CV
W
O
O.
Q
xQ�
LLJ
W NO
wU
aQ
w w-+
wez
w1-~
wZw�
r. 0
•
W V, V),LZ
m
n cn'oC
1 J Q
ZRriw
101 +00.0Q
-1-
101 +50.00
ALIGNMENT "E"
SEE SHEET C3.21 `�-
102+50.00
4-
EX. WETLANDS
(TYP.)
72
104+00.00
104+50.00
105+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
n
RIPARIAN BUFFER (TYP.)
PROPOSED
48" (X2) RCP
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
LIMITS OF `!
DISTURBANCE (TYP.) 7�
I
2
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
RIPARIAN BUFFER
PLAN VIEW
SCALE: 1"=30'
105+50.00
106+00.00
EX. WETLANDS
(TYP.)
4_
EXISTING SEWER EASEMENT
RIPARIAN BUFFER (TYP.)
106+50.00
107+00.00
107+50.00
LLYSPR1 59_NIF
PAN #-647 4.367 r
Z2 -
-+
355
350
345
0.89
.52
340
335
330
325
320
315
310
305
108+00.00
-I-
LEGEND:
LD
TP
zl
22
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
® 3 WORKING DAYS
BEFORE YOU DIG
/ - - FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE- THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NOTRESPASSHG
PRIVATE PROPERTY
SIGN
BIKE - HILL
W7-5
18" x 18"
24" x 24"
4.<&
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NO
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18'
24"x24"
011111111111r11110
,,'IfJ
.•' 0V..SSlpyq;.q
SEAL
053032
GIPI �Q:-
fi',„, rR'IITinl�''kP'�
01-05-2021
*
COPYRIGHT© 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
SE20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: l" = 30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
C3.13

46 AM X:\2020\SE20.027.00 ToHS - Arbor Creek Greenway\LID\Design\brawir gs\Plar sets\Si'
Et)
3
3
3
3
3
3
3
3
3
JJ
50
340
a
HIGH '
GINT STA • 114+8331
HIGH
POINT ELEV = 334A8
HIGH POIN
STA=113+60.81
STA-114+58.31
ELEV = 333 67
II•
w
HIGH PO
PVI ST
ELEV = 33227 LOW PONT STA
-113+53.08 LOW POINT ELEV
-113+91 AT
= 332.09
A.D. _ -1.104E
PVI
EV = 332.42
PVI STA • 113+97.65RI
'
K = 45.37
V.C. = 50 OD
' E
Sw
Li
LOW PaNrSTA=111+9x91
t.l POI
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=1818
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45
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PVI
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TERLINE OF
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END END B
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BEGIN APPROACH SL
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x
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x
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110+00.00
X x
X X
X X
X X x
X
X
X x
X
APPROACH SLAB
75.
RIPARIAN BUFFER
0
Cr
6 �s
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x
X
X
X
X
X
X
X
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X X
X x
PROPOSED
BOARDWALK "A"
X X X \re,x_oaC33r X
110+50.00
\
111+00.00
X X X X
X x X X
EX. WETLANDS
(TYP.)
111+50.00
112+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
X X X
X X X
X X X x X X
X APPROACH SLAB
X X , BEGIN STA 11 1 +37
END STA 1 1 1+47
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FLOODPLAIN (TYP.)
L£
iNkL
X RIPARIAN BUFFER (TYP.)
112+50.00
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113+00.00
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PROPOSED GREENWAY
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VARIES, TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
i
LIMITS OF
DISTTURBANCE
(TYP.)
fi
cr
cr-
113+50.00
114+00.00
Z2
114+50.00
Z1
355
350
345
340
335
330
325
320
315
310
305
115+00.00
4)I7")
OA
S/G,41
EXISTING FLOODPLAIN (TYP.)
RIPARIAN BUFFER (TYP.)
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UIILfI1ES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSFIG
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
HG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
,011,111 I I I I I I I I.91j
e._.Q�oFEss/oy f�.'�-y
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- � 053032 -
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f,'1r/I�rrl�l'I „ I11' ,
12-08-2021
1,++�[phone]!
1
,,III/lir!'11+0%11
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
EXHIBIT MAP
01.26.2021
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
0
CV
CV
PLAN VIEW
SCALE: 1" = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.14

12/8/2021 :48 AN', X:\,2020\SL20.027.00 lo
375
370
365
360
355
350
345
340
335
330
325
HIGH POINT STA=119438.92
HIGH POINT ELEV = 354.37
N I STA=119419.03
HIGH
POINT STA=120i86.80
PVI ELEV = 354,52
HIGH
POINT ELEV - 353.42
P1STA =121+11.80
AO._
K = 711
PVI ELEV = 35326
V.C. _ 50.00'
A.D. • -62$Yo
K=8.03
LWPrsrA.122*08.14
1INTREV
V.C.=50.00
PROPOSED
'�
PVISTA.1214 506
ovi
GRADE
AT CENTERLINE
OF
EtEYt 347.53
Ap.:904gL
GREENWAY
Uc , suer
g
111
M
LOW POINT STA - 115+44.22
LOW PONT ELEV = 337.61
m
w��'
PVISTA•11646922
PVI ELEV = 339.10
w
�m
S
+
";
SLAB
rn
i •
v.c 35A6
T
6 rt
X
BEGIN APPROACH
STA. 1 15+2r.DD
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II
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CENTERLINE
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-.7.
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cf
_ a
-
SLAB
END APPROACH
STA. 115+97.00
_
J
'B'
END END
BOARDWALK
BEGIN BOARDWALK'S'
END APPROACH SLAB
BEGIN APPROACH
SLAB
STA. 1 15+37.00
STA. 115-87.00
115+00.00
115+50.00
APPROACH SLAB
116+00.00
PRIVATE PROPERTY
SIGN
W1-2R SIGN
ti
116+50.00
RIPARIAN BUFFER (TYP,)
EXISTING
FLOODPLAIN (TYP.)
■
APPROACH SLAB
PROPOSED
BOARDWALK "B"
i
117+00.00
B'
W1-2R SIGN
LIMITS OF
DISTURBANCE (TYP,)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
RIPARIAN BUFFER
(TYP.)
117+50.00
118+00.00
118+50.00
119+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
111 = 5' VERTICAL
W1-2L SIGN
W°°OCREEIC NEIGHBORHOOD
'°�N # 06 9QORH°oo
3903 gSSN ANC
FLlNTOM N/p
P'N # 659 6667y2 R� �'kIT
E
PLAN VIEW
SCALE: 1" = 30'
07 %
W7-5 SIGN
119+50.00
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
120+00.00
W7-5 SIGN
PRIVATE PROPERTY
SIGN
120+50.00
07'
121+00.00
121+50.00
375
370
365
360
355
350
345
340
335
330
325
122+00.00
18d' CP4£ Ei4sE
MFNr
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSNG
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
j011111111rr1,Il„!
e._.Q�oFEss/044 •.'�-•y
SEAL
053032 -
NE��.=
,r/ Cap•
!//"rlrrrrl I I I 11ll�'�0
12-08-2021
1,1���1i11111r1111!
`1/1l*11 01j
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
EXHIBIT MAP
01.26.2021
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
C3.15

HIGH POINT STA=122+89.1
1/12/2022 4;50 PM X:\2020\5E20,027.00 ToHS - Arbor Creek Greenway\LD\Design \Drawings\Plansets\5ite Plan\SE20027 C-3.16 THRU C-3.20 I
365
360
355
350
345
340
335
330
325
320
315
HIGH POINT ELEV = 349.12
HIGH POINT ELEV = 349.03
Ova
PVI STA=122+73,58
PVI ELEV = 349.22
PV15TA = 123+35.30
PVI ELEV = 348.91
AD.=-2.65%
A.D.• -5.55%
K•18,84
V.C. = 50.00
K-9,p2
V.C. = 50.00'
-
r
360
a8
$
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6
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r
355
i'j
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to-
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350
z,�
f
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LOW POINT STA=128+18,39
HIGH pOIA-1��
_
""�
_
L PVI STA • 125'88.39
}{}T POINT ELEV = 329 63
1 ��
RCP
PVI LL.EV=333
HITH POINT STA=17fi+9d j11}
��
ELEV = 329.73
345
(24n
COUNTCULVET 6
(aauNTeRsuNK sy
EXISTIINC�GRADE AT
CENTERLINE OF
p
K=as.oe
LDYYFOIHTSTA•,2s+TT.27
LOWPOIHTELEV=326.1fi
HIGH POINT ELEV
aK_��
GREENWAY
♦
v.c ='°°.°°
PVI sTA
PVI ELEV
=128+s2z7
= 328.38
PVI STA=127+19.81
PVI ELEV = 327.78
LOW POINT STA=128+27.01
V-C, 20-00'
_
_
r
A.D.=5.80%
A.D.=-1.90%
LOW POINTSTA=127+£1A0
LOW POINT ELEV = 32E.98
LOW POINT ELEV=32E65
PVI STA=128+3951
r�
�]PVI
V.C•=
=50A0'
50.
K = 26.29
V.D.50.00
PVI STA=127+90.17
PVI ELEV = 32G94
A.Dr 320%
`r
ELEV • 325.81
AD. =5.10%
340
335
330
~
.
.
K = 4.90
V.C-•25M
V.C. = 25.00'
W'CL��,
_
m
W
�m
i'
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122+00.00
122+50.00
EXISTING -\N
FLOODPLAIN
z'
123+00.00
123+50.00
124+00.00
124+50.00
125+00.00
125+50.00
126+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
1
1
1
ALIGNMENT "F"
PROPOSED SEE SHEET C3.22
24" RCP co�e NN'k
PROPOSED GREENWAY ("\
EASEMENT (WIDTH OAS\\4\VCS
VARIES, TYP.) 0"sc'
\" G I,"'
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
r
4
AIL
EXISTING
FLOODPLAIN
RIPARIAN BUFFER
PLAN VIEW
SCALE: 1"=30'
d
i
tiryH�tE
60- 7
126+50.00
RIPARIAN BUFFER
12
zl
127+00.00
PROPOSED
48" (X2) RCP
127+50.00
PRIVATE PROPERTY
SIGN
k
k
k
128+00.00
fI r
128+50.00
k
EX. WETLANDS
(TYP.)
[!1
129+00.00
k
k
O-
Gp'� 65
0�220
LEGEND:
LB
TP
21
22
LB
TP
LB
TP
A
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING 8 CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE- THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NOTRESPRSSHG
PRIVATE PROPERTY
SIGN
BIKE - HILL
W7-5
18"x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NO
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18" x 18"
24"x24"
\01111111f11111/0.
pFE50325lpy9(
SEAL
053
R.
01-05-2021
COPYRIGHT© 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
SE20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: l" = 30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
C3.16

IS - Arbor Creek Greenway\Lb\besign\b
3
3
3
3
3
3
3
3
3
au.
50
45
340
g
il 35
30
25
20
15
10
M1
1
10
COST
f)
HIGH POINT STA=129+17,84
ii
11
11
H
7
HIGH POINT ELEV = 329.39
PVI STA =129+228
HIGH POINT STA = 131+30.9D
HIGH POINT STA - 132+17.84
HIGH POINT ELEV = 328.77
¢
•
N
W
F
N
-1
--
PVl ELEV = 32926
'H POINT �� _ 36
PVI STA=131+18_40
PVI STA=132+33.59
LOW POINT STA=132+asA0
v)
A.D. - 3.70%
K = 5A 1
LOW POINT STA =1 �+07
53
LOW PONT STA=130+45afi
PVI ELEV = 328.3q
PVI ELEV - 323.87
A.D. _ -2.70%
LOW POINT ELEV
PVI STA=132+94.73
- 327.73
V.C. = 2D.00'
LOW POINT ELEV = 326.31
PVI STA 129+92as
LAW POINT ELEV - 326.71
PVI STA=130+70.56
A.D. _ -220°k
K =11 36
K = 18.51
V.C. =
PN ELEV = 321.53
D
&D = B 12%
01
�p.
-
PVI ELEV = 326A7
PVI ELEV = 327,01
AK'
V.C.= 2590'
r
�a.ao
��
= .08
0.K=813%
~ -
V.C. = 25.ar
L=
J
PROPOSED GRADE
v.c.=50.02
_AT
0.00'
V.C.- 50.00
CENTERLINE OF
GREENWAY
-
,_
A
NN
c
V
�!
-I.zsx
J
0.50%
J
-4.95%
z.To°�o
a
2.20%
J
r
1
NO
EXISIIING GRADE Al
ro
CENTERLINE OF
Z
i9 8 II
GREENWAY
O
z
ULI-I
+ 0
v)Z,_
-
z
Q
n ET]
05
129+00.00
129+50.00
X
130+00.00
130+50.00
131+00.00
EXISTING DUKE
POWER EASEMENT
EXISTING GAS EASEMENT
(COLONIAL PIPELINE)
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
X X X X
X
x x X
X x k
EXISTING FLOODPLAIN (TYP.)
x
131+50.00
X
x
132+00.00
132+50.00
133+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
X x x
x
EX. WETLANDS
(TYP.)
X x
X X X
X X X x
x
x x x x
x x x x x
x x x x x
133+50.00
Y'
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
W1-L2SIGN
o``
ZO F\b
X x x x X EXISTING FLOODPLAIN (TYP.)
•
134+00.00
134+50.00
135+00.00
R5-3 SIGN
W1-2R SIGN
661
X X X X x
X
X X X X x X
135+50.00
C,q
R1-1 SIGN
ALIGNMENT "G'
SEE SHEETS C3.23
THRU C3.24
355
350
345
340
335
330
325
320
315
310
305
136+00.00
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR NS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILRIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NCR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
SRDSERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
.4>
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18" x 18"
24" x 24"
11 11111 I II III/ III
e�.Q„oF�ssroy�(•
.y
SEAL `
053032
F FNGI H�
I//;„ i i R'I 1 \\\
12-08-2021
0011111 r+rri,,
11/1111111110%
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL A
PLAN VIEW
SCALE: 1 " = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.17

3.20 PLAN AND PROI ILL.cdwg
10+50.00
395
390
385
380
375
370
365
360
355
350
345
HIGH POINT
HIGH PODIT
STA = 12+60.50
ELEV = 37165
PN STA
=12+53.00
FM LLLV
A D
.S11.51.1
=-55.34%
K=2.81
V.C.5X 1
h
n
Q
W
PROPOSED GRADE
In
W
AT CENTERLINE OF
g
2
GREENWAY
4,-
t
e1
H n
F
,may
200% .
[!y
Li
Li
_
�
�-
_
oo
EXISTIING GRADE AT
^CENTERLINEOF
GREENWAY
V_-y7
-�
1
5
LIJ
_
/
2.8Q%„
ERE
L
_
J -\--
----
------
ssei
/....�
�i
A
10+00.00
s_
SS
-SS
—Z1
11+00.00
11+50.00
N/F
MOBLEY, DAVID M &
MOBLEY, LAUREN WARD
PIN # 0750-10-6796
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
R1-1 SIGN
12+00.00
12+50.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
W1-5 (R) &
W7-5 SIGN N/F
R5-3 SIGN DANIEL BEIMLER, ANDREA M &
BEIMLER, JOHN R
PIN # 0750-10-7683
N/F
ZEPEDA, SUSAN E &
ZEPEDA, ARTURO L
OIAI 4, f17ffL1 fL74..4
395
390
385
380
375
370
365
360
355
350
345
12+77.41
1
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED
18" RCP
RIPARIAN BUFFER
1
EXISTING
N/F FLOODPLAIN
ARBOR C EEK
HOEOWNERS
ASSOC INC I
PIN # 0750-20-0554
4 + 4
4
4
4
4
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSFIG
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
0111111111rrlrllr!
cAt
SS/oy f� •
SEAL
053032
0rlrrrlllllVli11�1,,
01-05-2021
1,1�j11111111rr111!
`Illrrrrlf11lfli1111\'`
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
n
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL B
PLAN VIEW
SCALE: 1" = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.18

LEGEND:
r sefs\Sife Plan \SE20027 C-3.
56 AM X:\ 2020\SE20.027.00 ToHS - Arbor Creek Creeriw.
--
' 07
0
7- ohnD
ry
EXISTING
FLOODPLAIN
EX. WETLANDS
(TYP.)
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
acr
370
365
360
11
is
370
W Cr)
8
0
355g
350
345
340
335
PRCPOSFD GRADE
AT CFNTFRI INE OF
GREENWAY
11
I
I
2.00%
EXISTIING GRADE AT
CENTERLINE OF
GREENWAY
10+00.00
R1-1 SIGN
ALIGNMENT "C"
SEE SHEET C3.19
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
10+50.00
PROPOSED
18" RCP
R1-1 SIGN
11+00.00
11+50.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 51 VERTICAL
--QQA%
W7-5 &
R5-3 SIGN
Vo
365
360
355
350
345
340
335
11 +95.38
22
RIPARIAN BUFFER (TYP,)
1 1
LIMITS OF
DISTURBANCE (TYP.)
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
A.
bQ
44. A.;"' �
c)
EX. WETLANDS
(TYP.)
— — — ❑1
APPROACH SLAB
O
PROPOSED BRIDGE
EXISTING
FLOODPLAIN
z)
Allirt New •
{ _\ � � of
0
0
RIPARIAN BUFFER (TYP.)
f
7.1
LL1 LD
TP TP
—Zl
Z2
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSFIG
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
ssroy f» •
SEAL
053032
!!rlrr
12-08-2021
00j0111111r1111!
rr/IIr1111+ti%%'
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL C
PLAN VIEW
SCALE: 111 = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.19

1/12/2022 4;55 PM X:\2020\5E20 ' '7.00 ToHS - Arbor Creek Greenway\LD\Design \Drawings\Plansets\5ite Plan\SE20027 C-3.16 THRU C-3.20 PLAN AND PROFILE,dwg
+ +
+ + + + +
+ + + + +
+ + + + +
+ + + + +
+ + + + +
+ + + + +
+ + + + +
EXISTING
FLOODPLAIN (TYP.) +
i I
+ +
+
+
+
+ +
+� EX. WETLANDS
(TYP.)
365
360
355
350
345
340
335
330
325
320
315
HIGH POINT STA=11+93.98
HIGH POINT ELEV = 344.28
PV1 STA=11+B5A0
LOW POINT STA=10+20.00
LOW POINT ELEV = 341.00
PVI ELEV = 344.50
PVI STA=10+30.00
PVI ELEV= 341.20
LOW
LOW
POINT BTA=11+05,42
PRINT ELEV = 342.12
A.D. = 4.65%
K = 9 69
AD. - 2.00%
PN STA=11+19A0
PVI ELEV= 342 06
V.C. - 45.00'
K -10A0
V.G=20.00'
AD.-5.10
—
—.Icn
1` �n•
HVISIA=1U+UU.UU 1
PVI ELEV= 340.60
Na
O
0
BVCS:10+20.00
It
BVCE:341A0
a EVCB:10+40.00
S - w: i1..+4e.5u 341.90
BVCE: 241.73
V.G.=20A0'
X
II
n
.0 -
a
(-
oo W
POINT STA=10+72A8
I POINT ELEV 342.30
ti
e
E E
'l1 STA=1D+60.00
fi
PVI ELEV=342.40
A.D.•-4.67%
$
gi
n1
�+
�i
g
K=7.49
w
�S
m
V.D.=35.00'
M
1A
-1.40%
-0.67%
EXISTIING GRADE AT
CENTERLINE OF
GREENWAY
N.
PROPOSED GRADE
AT CENTERLINE OF
GREENWAY
10+00.00
10+50.00
+
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
11+00.00
11+50.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
PROPOSED
18" RCP
R1-1 SIGN
uI ------- 07
ALIGNMENT "A"
SEE SHEET C3.9
EX. WETLANDS
(TYP.)
+ + + + + +
+
+
PLAN VIEW
SCALE: 1" = 30'
12+00.00
N/F
HEIN, JOSHUA &
HEIN, BETHANY
PIN # 0659-47-3595
N/F
LANGE, TODD &
LANGE, DEE
P1N1 # f1.4S9—d7—AArh
365
360
355
350
345
340
335
330
325
320
315
12+47.38
N/F
FALLON, RONALD
FALLON, ERICA
PIN # 0659-47-46/2
R5-3 SIGN
i4D\
ss-
S5 -
55
ss
5S .
s-
LEGEND:
LD
TP
21
22
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
0 3 WORKING DAYS
r- BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
BIKE - HILL
W7-5
18"x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NO
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
WINDING ROAD
MUTCD W 1-5L
MUTCD W1-5R
18" x 18"
24"x24"
,,00,11111111I111111114,
[Z\ 1 CARD
'Q�oF E551pq� +.1
SEAL
053032
GIN �•
''7rr1r1l1ntnl�''
01-05-2021
,
f`,•�r171r*
IliILj11',,`
COPYRIGHT© 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
SE20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: l" = 30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL D
C3.20

LEGEND:
Creek Greer way\LD\Design\Drawings\Plansets\Site Plar \SE20027 C-3.21 THRU C-3.25 PLAN AND PROFILE.dwg
350
345
340
335
330
325
320
315
0
N
0
En
A
u1
J
W
-.
HIGHPOLYTSTA=12F2000
LOM4F'aNI
LON
SIA=11+►O.UI]
POINT ELEV = 33641
HIGH POINT ELEV = 335.41
PVI STA=11+60.00
PA -
PVI STA=12+30.00
PVI ELEV = 33 71
ELEV 33&61
A.D. • 2.75%
A.D. a 2 7990
V.0 . 90'
V C = 207 00'
W
_
w
e
$
Low F'(NN I S I A. 1Jf39d11
LOW POINT ELEV = MOM
87%
m g
�Gii
`EW
w
PVI STA =13+23 02
m
m
PVIELEV-330.79
AD. = 3.75%
K=8.00
V.C. =30.60'
2,00%
N.
53 g
1
BEGIN APPROACH SLAB
0
STA 1 1 +60.00
-4.75%
g
m
�1
J
`
r
-
�'
_
BEGIN BOARDWALK
l
j
END APROACH SLAB
STA 12+30.00
STA 1 1 +7Q.00
1
/\
END BOARDWALK
STA 12+20.00
TO SPAN
ENTIRE STREAM
BOARDWALK
10+00.00
2`
0
PROPOSED 5'
WIDE CONCRETE
SIDEWALK (TYP.)
■
tin
10+50.00
ha).
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
LIMITS OF
DISTRURBANCE
(TYP.)
R1-1 SIGN
11+00.00
20' OFFSET TEMPORARY
CONSTRUCTION EASEMENT
11+50.00
12+00.00
12+50.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
111 = 5' VERTICAL
APPROACH SLAB
PLAN VIE
•
13+00.00
13+50.00
14+00.00
12_2
LD
TP
Zl
Z2
LD
TP
LD
TP
>
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR TI'S REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
r1O
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
LSS�O�.I.9
•
SEAL
053032
=.,,F,9`3... FN_CI NE
4„1 0 r l 111 I1w,‘-'°,
01-05-2021
\,1j, I11111111111!
"/1 11111f1ti1'�
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL E
SCALE: 111 = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.21

LEGEND:
-3.25 PLAN ANC) PROFILE dwg
risefs\Sife Plari\SL2002i
20.027.00 TQHS - Arbor
HIGH POINT STA=18+42.09
HIGH POINT ELEV= 335.99
PVI STA =16+35.00
AD.=-8.87%
K = 2.91
VC =20.0R
VS
Q
Q
Lj
Lj
r
en
LOW
POINT STA-14*94.98
LOW POINT ELEV = 329.11
F
w
w
II 11 ii
-IGHPOINT STA =18+04.99
NK3H POINT ELEY = 33d 3B
PN STA =15F 12.70
PVIELEV=32890
F3.,
8
E
E
-k
Q
I-
w w w7
PVI STA=18+14.99
AD.=8.87°k
cNc�
i-1
E W a'f
PVIELEV=i34.Id
AA =•706%
K-728
K=2.83
I.v.c=sonG
V.C. ■ 20.00'
..I
x
n
LOW PONT
LOW POINT
STA =19+15.1#
ELEV 328.79i1
m
K
05
PVI
•
STA=19+08.14 a,
c7
•n
S
g
4
00%
•1 00%
i
m
PVI
A.O..8.OS%
ELEV = 328.99 II
I.
tgl
e
K'3.29 ~i
'
w
iii'
I V.�PI}.O
I E
E
_+
5�1° BEGIN
BEGIN BRIDGE END BRIDGE
APPROACH SLAB
STA.16+67.50 STA.17+92.50
q
STA. 16+57.50
�
4
f.U096
L
„MOYR WSEL-329A0'
4‘
END APROACH SLAB
STA. 18+02.50
-
TZ.
1
`
,
r
/
��
14+00.00
14+50.00
15+00.00
F
� SS �A. w o �as5o i o
pGP G ' TRAJL p �r
2 13
i404
G--
`Z1
I.
15+50.00
16+00.00
L2
16+50.00
17+00.00
GREENWAY PROFILE
1" = 30' HORIZONTAL
1" = 5' VERTICAL
•
17+50.00
18+00.00
18+50.00
19+00.00
350
345
340
335
330
325
320
315
19+27.32
x
k 1
k o'S'ti
x
ALIGN
s�� sN�Er
C3' 13/3.14
LD
TP
Zl
Z2
LD
TP
LD
TP
/
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSFIG
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
,��,\111111111rllllll
4)r..Q�oF ASS/oyf». T
SEAL
053032 _
= <(:5/i3.•. ENGINE
f,''lllllr r l l l• 1 l V l C-',, ‘,,,,``
01-05-2021
1,1j111i11111r1111!
`1/1
II/ rlfl*11111111
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL E
PLAN VIEW
SCALE: 1" = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.21a

365
365
370
370
LEGEND:
14+5OEOO
;TING
'LAIN
W7-5 SIGN
1
360
355
350
345
340
335
330
325
320
315
HIGH POINT STA = 17+56.
HIGH POINT ELEV= 339.2
PVI STA=17438.67
PVI ELEV =339.18
A.D. = 325%
K=1231
V.G. = 40.00'
7
Zvi
1I
II
fl7
0.50%
r
17+00.00
17+50.00
18+00.00
360
355
350
345
340
335
330
325
320
315
18+50.00
GREENWAY PROFILE - TRAIL E (CONT)
1" = 30' HORIZONTAL
1" = 5' VERTICAL
EXISTING
FLOODPLAIN
'y-9 iF
p14' :1111/-q 'In/'/-1A..
R1-1 SIGN
PLAN VIEW - TRAIL E (CONT)
SCALE: 1" = 30'
rn
- rn
Zz
0
olcoz
V
R5-3 SIGN
365
360
355
0,
a
co oq
A0,
ul
J
II
E
g
+
0
350Q
345
340
335
330
325
320
365
w
0
'1
e-
u�f
2 46%
110
1.26%
10+00.00
•
•
\
10+50.00
11+00.00
11+50.00
GREENWAY PROFILE - TRAIL F
1" = 30' HORIZONTAL
1" = 5' VERTICAL
1
1
1
1
1
1
\ N.
RIPARIAN BUFFER , \
' -\ \
1 \
\ \• � \ \
1 N - \' \, \
-
\ '\ --. /0 \ \ —
/o
PROPOSED
48" & 36" RCP
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
PROPOSED GREENWAY
EASEMENT (WIDTH
\ \ / VARIES, TYP.)
PLAN VIEW - TRAIL F
SCALE: 1 " = 30'
360
355
350
345
340
335
330
325
320
11+93.80
Lll LD
TP TP
—Zl
Z2
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP'
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILIZES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSFIG
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
NG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
jOM!! II11111111j
7Q�oF Essroy, f� y
•
SEAL
053032
lllllllrrrllllllll��',,
01-05-2021
1,1���lilII11r1111!
Irlr1r111l,%%\\
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL E (CONT.) & F
SCALE: 1" = 30'
NORTH
C3.22

12/8/2021 12:08 PM X:\2020\SE20.027.00 ToHS
365
360
355
350
345
340
335
330
325
320
315
HIGH
PONT STA • 16+41.06
HIGH
POINT ELEV = 344.60
PVI STA=16+61-as
HIGH POINT STA=15+4427
HK-H POINT ELEV=-345.57
PVI ELEV= 344.15
PVI STA=15+19.70
A.Q. _ -1
K=31.90.90
HIGH
HIGH
POINT STA=14+34.92
POINT ELEV = 343.69
PVI ELEV = 345.72
AD.= ' I %
V.C. = 40.00'
PVI STA=14+09.92
K = 25.88
r
PVI ELEV = 343.09
V.C. = 75.00.
K=20.41
r
Y.L. = 50.00'
r
Hai
PONT STA=15t86.51
HIGH
POINT ELEV = 345.39
-PVI STA=16+11.51
PVI ELEV = 345.26
E
Rg
AK•z8.57%
g
LOW POINT STA=12+55.76
LOVYPOINT ELEV =33588
w
1
V.G=50(q
w�
ra
PVI STA=12+S0.76
-
~
LOW POINT STA=11+0656
LOW PaNT9TA=11+3851
LOW PONT STA-11'"""
LONE POINT ELEV = 334.11
E+t_
A.D. =1.1a%
c
LDW POINT ELEV • 333.75
PVI STA =10►81.85
LOW PONT ELEV
PVI STA=
= 33383
11+50.00
PVI STA=12+17.34
PVI ELEV = 334.44
K = 45.45
V.C. = 50.00'
_
`2
_
,,
(0
PA ELEV = 333.88
AD. = 2.10%
PVI ELEV.
AD. -1.85%
33353
A.D. = 2.40%
1-y
NJ�o
K=2381
V.C. =-50.00'
K•27A3
K • 20.83
V.C. • 50 07
�.�Jil°�
6
i 7
LLI
V.C.-
50.00
J
7n W
rJ
R
M
2.4%
-
--
CO
el
ftX
w
f�
0 t 11.
v
1
Y
sq
11..i
-0.500%
i.3596
10+00.00
a
10+50.00
11+00.00
ALIGNMENT "G"
SEE SHEETS C3.23
THRU C3.24
11+50.00
rn -
EXISTING
FLOODPLAIN
12+00.00
12+50.00
AAA,
(7t
13+00.00
- •
13+50.00
14+00.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 5' VERTICAL
SUNSET FAIRWAYS DR
PLAN VIEW
SCALE: 1" = 301
PROPOSED 10'
WIDE ASPHALT
TRAIL (TYP.)
PROPOSED GREENWAY
EASEMENT (WIDTH
VARIES, TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
14+50.00
15+00.00
-(17 •
❑11
15+50.00
365
360
355
350
345
340
335
330
325
320
315
17+00.00
16+00.00
- w- --- - `11.;
16+50.00
EXISTING
FLOODPLAIN
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND U ILNIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STO P
MUTCD R1-1
18" x 18"
PRIVATE
PROPERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
HG
MOTOR
VEHICLES
NO MOTOR VEHICLES
R 5-3
18" x 18"
24" x 24"
41.
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
011111111111111j1j
.QgypFESS/oy,(('
•
SEAL
053032
43- FNGI
//04 lrrrl 11111111�'�`,,
12-08-2021
1,1��IIill111rllll!
`Illlrlrrr*
llflill`
COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL G
C3.23

365
360
355
350
345
340
335
330
325
320
315
LOW POINT STA =17+69.06
LOW POINT ELEV =
PVI STA =17+43A8
340.62
LOW POINT 5
A=19+25.00
LOW POINT STA=18+82.81
HIGH POINT STA-19+15.58
HIGH POINT ELEV = 339.72
PVI ELEV = 341,21
EL
A.D. = 4.91 %
LOW POINT
PVI STA
EV = 33953
18+00A0
LOW POINT ELEV = 33928
PVI STA=19+2121
K=55.D4
PVIE
=339.80
PV1 STA-18+65.04
PVI ELEV =339.11
PVI ELEV - 339.81
A.D.=5.73%
V.C.=50.00'
AD.-1.55%
K=32a5
A.D.=230%
K=21.74
K=349
V.C. =
50.00'
V.C. = 50.0
V.C. = 20.00'0'
o
e
cn
4
r
ry�
cn
11
Q
>
n
4
ul
1.05%
1.25%
---\1111_
-----\\I
17+00.00
EXISTING
FLOODPLAIN
17+50.00
18+00.00
18+50.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 5' VERTICAL
19+00.00
365
360
355
350
345
340
335
330
325
320
315
19+50.00
0
-a
SS
LEGEND:
LD
TP
Zl
Z2
LD
TP
LD
TP
> — > >
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UIILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILRIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
MUTCD R1-1
18" x 18"
PRIVATE
SRDSERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
MO
MOTOR
VEHICLE$
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
.4>
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
j1���1{111111111l710
e�_.•0Essroy,�• y
•
SEAL `
053032
eNcin
12-08-2021
/+1r11111ti0\
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL G
PLAN VIEW
SCALE: 1" = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.24

365
365
LEGEND:
SEP!
360
355
350
345
340
335
330
325
320
315
10+00.00
Z2
10+50.00
1
tit
11+00.00
m
11+50.00
12+00.00
12+50.00
GREENWAY PROFILE
1 " = 30' HORIZONTAL
1" = 5' VERTICAL
13+00.00
13+50.00
1
360
355
350
345
340
335
330
325
320
315
13+83.46
i
SS - R
ss-
S5-
LD LD
TP TP
-Zl
Z2
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
EXISTING SANITARY SEWER
EASEMENT
EXISTING SANITARY SEWER
(APPROXIMATE LOCATION)
EXISTING WATER LINE
(APPROXIMATE LOCATION)
PROPOSED SWALE
WOODEN GUARDRAIL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
ID 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILRIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
STOP
MUTCD R1-1
18" x 18"
PRIVATE
.RD.ERTY
NO TRESPASSING
PRIVATE PROPERTY
SIGN
HLL
BIKE - HILL
W7-5
18" x 18"
24" x 24"
CURVE
MUTCD W1-2L
MUTCD W1-2R
18" x 18"
MOTOR
VEHICLES
NO MOTOR VEHICLES
R5-3
18" x 18"
24" x 24"
.4>
WINDING ROAD
MUTCD W1-5L
MUTCD W1-5R
18"x 18"
24" x 24"
e�.Q�oF,SS/ofr •.
SEAL `
- fl53032
<'" •.,..FNGI N.
12.
12-08-2021
���+lrlllflti���
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PLAN AND PROFILE SHEET
TRAIL H
PLAN VIEW
SCALE: 1" = 30'
30' 15' 0 30'
SCALE: 1" = 30'
NORTH
C3.25

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EXISTING
EXISTING
WETLANDS
LEGEND:
LD
TP
TP
LD
TP
LD
TP
LD
TP
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
sepiinc.com
or 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACIUTIES
Know what's below.
Call before you dig.
THE LocKnoNs OF BUSTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESEMATNE THE CONTRACTOR SHALL DETERMINE THE
IEKACT LOCATION OF ALL BUSTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILMES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
•
SEAL
053032
12-08-2021
I II
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PARKING AREA
EXISTING CONDITIONS &
DEMOLITION PLAN
20'
NORTH
C4.0

:�f:\Sife Plan \SL2002/ C:-4.1 PARKING ARLA - LAYOUT.dwg
MATCH FLUSH TO
EXISTING SIDEWALK
—MATCH-FLUSH T
EXISTING CURB & GUTTR—
EX. FIRE HYDRA , TO
REMAIN UNDIS RBED
,�47/5/\°`
44/ �'<. 0,
Q
30" CURB & GUTTER,
SEE TAILS C5.2
5' WI CONC. SIDEWA�K,
SEE DETAILS C5.2\
RANSITION FROM 30"
TO 24' CURB & GUTTER
1
k Z'S
5' WIDE CONC. SIDEWALK'
SEE b'ETLS C5.2
30"CURB &GtLTTER.
SEE DETAILS C5.2
�TRANSITIO 'FROM 30"
T 24" CURB & GUTTER
ct _s_ 30" CURB & GUTTER,
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WOOD FE CE,
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���e •� SEE DETAIL C5.2/11
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IDEWALK
al
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SEE DETAIL
CONCRETE -APPROACH SLAB
WITH BOLLARDS, SEE DETAlt--05,1
HEAVY DUTY ASPHALT FOR
DRIVE AISLE, SEE DETAILS C5.0
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AILS�
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)(/
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•
40
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EXISTING
EXISTING
WETLANDS
LEGEND:
L D LE
TP
LD
TP
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
PROPOSED CONCRETE SIDEWALK
PROPOSED HEAVY DUTY ASPHALT
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
sepiinc.com
ID 3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACIUTIES
Know what's below.
Call before you dig.
THE LocKnoNs OF BUSTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR ITS REPRESEMATNE THE CONTRACTOR SHALL DETERMINE THE
IEKACT LOCATION OF ALL BUSTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
•
SE AL
053032
12-08-2021
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PARKING AREA
LAYOUT PLAN
20'
NORTH
C4.1

*( c ‘°‘
EG 347.67
zIZJ
bi
3:1 MAX SIDE SLOPE
6" TOPSOIL
BIORETENTION SOIL MEDIA
ASTM C-33 WASHED SAND
#8 WASHED STONE
#57 WASHED STONE
TOP ELEV*: 340.2'
*TOP ELEV. SHOWN AT OUTLET.
MIN. PIPE SLOPES & MIN. MATERIAL
DEPTHS SHOWN TO BE MAINTAINED
THROUGH BODY OF CELL.
OVERALL
BIORETENTION
WIDTH VARIES
NATURAL FIBER EROSION CONTROL
MATTING ALONG ENTIRE SLOPE
AROUND BIORETENTION AREA
TRIPLE SHREDDED HARDWOOD
MULCH (3" LAYER)
HI III III=111-
4'' PERFORATED PVC PIPE
UNDISTURBED SUBGRADE
PONDING
•
CONTRACTOR TO SCARIFY BOTTOM
OF INFILTRATION PRIOR TO
INSTALLATION OF WASHED STONE
BIORETENTION CELL SECTION VIEW
I
SCALE: NTS
GEOTEGKE FABRIC
2-1
PROVIDE END CAP
EE
II ,1 II III III
4' WIDE CURB CUT AND R_UME
STONE "DISSIPATOR"
SUE 6"-14", WASHED STONE
ICOLOR: MEDIUM GRAY RIVER ROCK
PVC CLEAN -OUT TOP
4' SCUD PVC CLEAN-0111
MIN 4" DIA PERFORATED
Acp
'EXISTING „
FL?9DPLAN (TYP.)
EXISTING
WETLANDS (1XP.
717"1--' .rrilElsr4111—Irillr(11,
GROUT
4" PVC TEE AND
BIORETENTION CELL SECTION VIEW
SCALE: NTS
LEGEND:
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
PROPOSED CONCRETE SIDEWALK
PROPOSED HEAVY DUTY ASPHALT
FG FINAL GRADE
EG EXISTING GRADE
TC TOP OF CURB
BC BOTTOM CURB
SEP!
SEPI ENGINEERING &CONSTRUCTION, INC.
RALEIGH, NC 27603
sepiinc.com
la 3 WORKING DAYS
, BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACIUTES
Know what's below.
Call before you dig.
THE LocKnoNs OF EXISTING UNDERGROUND UTKMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDEWLY VERIRED BY
THE OWNER OR ITS REPRESEMAT1VE THE CONTRACTOR SHALL DETERMINE THE
IEKACT LOCATION OF ALL EXISTING UTILMES BEFORE COMMENCING WORK. AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UilLMES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
1. BOTTOM OF BIORETENTION AREA SHALL BE 2 FEET OR MORE
FROM SEASONAL HIGH WATER TABLE. IF DURING
CONSTRUCTION SEASONAL HIGH WATER IS FOUND TO BE
WITHIN 2' OF BOTTOM OF BIORETENTION AREA, THEN
ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR DESIGN
MODIFICATIONS.
2. THE SCM SHALL BE CONVERTED TO A BIORETENTION AREA
ONLY AFTER THE SITE HAS BEEN STABILIZED.
3. BIORETENTION AREA MEDIA SECTION TO COVER ENTIRE
PLANTING SURFACE. BIORETENTION MEDIA TO BE COMPRISED
OF THE FOLLOWING:
ENGINEER APPROVED EQUIVALENT.
• 8% - 12% FINES (CLAY & SILTS)
• 3% - 5% ORGANIC MATTER
• PHOSPHORUS INDEX (P-INDEX) SHALL BE NO GREATER
THAN 30.
• THE DESIRED MEDIA INFILTRATION RATE IS 2 IN/HR. THE
ACCEPTABLE RATE SHALL BE NO LESS THAN 1 IN/HR AND NO
MORE THAN 6 IN/HR.
4. CONTRACTOR TO PROVIDE SOIL TEST DATA AND SAMPLES
FROM AN APPROVED TESTING LABORATORY, TO THE
ENGINEER PRIOR TO CONSTRUCTION.
5. THE BIORETENTION MEDIA SHALL BE PLACED IN 8" LIFTS THAT
ARE WALKED ON OR WATERED TO CONSOLIDATE AND ALLOW
SHAPING OF THE MEDIA'S SURFACE. THE MEDIA SHALL NOT BE
MECHANICALLY COMPACTED.
6. IN -SITU INFILTRATION TEST(S) (POST -CONSTRUCTION) WILL BE
REQUIRED TO DETERMINE WHETHER IF THE DESIGN
INFILTRATION RATE HAS BEEN MET. THE CONTRACTOR SHALL
PROVIDE TEST RESULTS TO THE ENGINEER FOR
CERTIFICATION. IF TEST RANGES INDICATE THAT THE
INFILTRATION RATE ARE NOT WITHIN THE ACCEPTABLE RANGE,
THE BIORETENTION MEDIA SHALL BE REMOVED AND REPLACED
AT THE CONTRACTOR'S EXPENSE.
7. THE MULCH SHALL BE TRIPLE SHREDDED HARDWOOD MULCH
THAT IS FREE OF FINES OR OTHER CONTAINMENTS. WASHED
ROCK MAY BE USED IN LIEU OF MULCH AT THE DISCRETION OF
THE OWNER AND AS APPROVED BY THE ENGINEER.
8. NO FERTILIZER SHALL BE ADDED.
9. ALL MATERIALS SPECIFIED AS WASHED SHALL BE WASHED
AND FREE OF FINES.
•
CAST INTO BOX
STORMWATER OUTLET
CONTROL STRUCTURE
•
•
SEAL
053032
12-08-2021
COPYRIGHT 2021
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PARKING AREA
GRADING PLAN
C4.2
NORTH

LEGEND:
SET ' C-4.3 PARKING AREA - LANDSCAPE
ings\PIancets\S `
w
J
U
0
cV
i
1
r
.�
/ / \ � \
r \
-
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EXISTINS- PCOOJDPLAIN (TYP.)
-
-
r
-
- - J
�r-Cz^��----
J -----
-
/
r
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/
/
/
/
/
7
7
7
7
7
----
7
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- J 7
7
7
••
5c/
EXISTING WETLANDS (TYP.)
❑]
— - 1 — - N.
_ - 1... \ \ N.\
7
_ N.
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7 - _ ▪ _
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— TP TP TP TP TP TP —
LANDSCAPE PLAN NOTES
1. LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY OWNER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN.
2. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE TOTAL QUANTITIES SHALL BE AS SHOWN ON THE PLAN.
3. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND THE WRITTEN SPECIFICATIONS.
4. ALL PLANT GROUPINGS SHALL BE MULCHED AS ONE BED. 3" OF DYED BROWN DOUBLE SHREDDED HARDWOOD MULCH SHALL BE USED AROUND ALL PLANTINGS.
5. APPLY PRE -EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURERS RECOMMENDED RATE PRIOR TO INSTALLATION OF MULCH.
6. ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS.
7. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS, (i.e. HOLES WHICH, WHEN FILLED WITH WATER, DO NOT COMPLETELY DRAIN WITHIN TWO HOURS.) SEE SPECIFICATIONS FOR TOPSOIL REQUIREMENTS.
8. CONTACT THE LANDSCAPE ARCHITECT FOR INSPECTION 48 HOURS IN ADVANCE OF THE SCHEDULED SITE VISIT AND AT THE FOLLOWING INTERVALS:
8.1. REVIEW OF GRADING PRIOR TO PLANT INSTALLATION
8.2. REVIEW OF PLANT MATERIAL PRIOR TO INSTALLATION.
8.3. ONE SUBSTANTIAL COMPLETION MEETING FOR PLANT INSTALLATION.
8.4. ONE FINAL INSPECTION FOR ALL PLANTING OPERATIONS.
9. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING
SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO.
10. LANDSCAPE SUB -CONTRACTOR {UNDER GC CONTRACT} SHALL BE RESPONSIBLE FOR WATERING ALL PLANTS AT HIS COST FROM HIS OWN WATER SOURCE INCLUDING DURING PERIODS OF DROUGHT UNTIL THE
PLANTS AND LAWN MEET FINAL COMPLETION. PLANT MATERIALS WHICH PERISH SHALL BE RE-ESTABLISHED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL EQUIPMENT & SUBCONTRACTORS AWAY FROM PLANTED AREAS. IF DAMAGE OCCURS, THROUGH NO FAULT OF THE OWNER, AREAS SHALL BE
REGRADED AND REPAIRED IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL WATER AND MAINTAIN THOSE AREAS UNTIL THEY ARE AT 95% COVERAGE AT FINAL COMPLETION.
12. SUBSTITUTIONS OF PLANT MATERIAL SHALL ONLY BE ACCEPTED 60 DAYS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. SUBSTITUTION REQUESTS MUST BE IN WRITING AND WILL ONLY BE ACCEPTED FOR
LACK OF AVAILABILITY REASONS WHICH CAN BE SUBSTANTIATED OR FOR SUPERIOR STOCK SUBSTITUTIONS.
13. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS, THE WRITTEN SPECIFICATIONS SHALL PREVAIL.
PLANT LIST
QTY
SYM
BOTANICAL NAME
COMMON NAME
SIZE (min.)
ROOT
REMARKS
DECIDUOUS CANOPY TREES
2
GB
Ginkgo biloba
MAIDENHAIR TREE
2 " CAL./10'-12'HT
B&B
Trunk 6' clear
DECIDUOUS SHRUBS
8
HV
Hannannelis virginiana
COMMON WITCH HAZEL
18"
CONT.
EVERGREEN SHRUBS
14
IG
Ilex 'Shamrock'
SHAMROCK INKBERRY HOLLY
18"
CONT.
glabra
TONS LANDSCAPING REGULATIONS
TYPES OF LANDSCAPE SCREENING (UDO TABLE 7.01-A)
5' TYPE A-20 BUFFER (Open Landscape Screen with a Plant Unit Value of 20 points.)
Type A: Open 60 °A. Large Deciduous Trees
Proposed 5 Large Deciduous Trees (-200LF = 40PUV)
*Minimum Requirements do not total 100°/0. Any remaining plant unit
value is left to the discretion of the landscape design professional.
CALCULATION OF PLANT UNIT VALUES (UDO TABLE 7.01-B)
Small Deciduous Tree 1" caliper (4 PUV) & 1 'A" caliper (5 PUV)
Large Deciduous Tree 2" caliper (6 PUV) & 2 'A" caliper (8 PUV)
(1) Type / Size / Spacing of Trees:
a) Minimum size at planting shall be: Large Deciduous Tree: 2" caliper, and small Deciduous Tree: 1" caliper.
b) Spacing of trees shall be:
Large Deciduous Trees: a minimum of 40' from center of trunk; maximum 60' from center of trunk.
Small Deciduous Trees: a minimum of 30' from center of trunk; maximum 45' from center of trunk.
c) Distance from the following site conditions shall be adhered to:
Intersections: All trees shall be located a minimum of 50' from the point of tangency of curb radii at street
intersections and outside of site distance triangles in accordance with the Town of Holly Springs' Engineering
Design & Construction Standards.
Street Lights: All trees shall be located a minimum of 25' from the base of all street light poles
d) Location of Trees:
Trees shall be located within 5' from the right-ofLivay line on the private property side.
Where above locations are not deemed feasible and practical; refer to UDO sub -section 7.01, P.
INTERIOR PARKING AREA LANDSCAPING (UDO 7.01-14)
1 interior landscape island for every ten (10) parking spaces;
Shall contain at least one (1) large or small deciduous tree or one (1) large evergreen tree (provided, however, loblolly
pines or other trees which drop branches as they grow shall be prohibited in interior landscape islands), plus four (4)
shrubs/hedge plants.
Parking island: Proposed 2 Large Deciduous Trees & 8 Large Deciduous Shrubs
PARKING AREA SCREENING
A compact row of shrubs/hedge plants planted 3' on -center (3' o.c.) and a min. of 24" in height at the time of planting
Shrubs/hedge plants in combination with ornamental fence/ decorative fence/ masonry wall/ earthen berm, provided that
the total combined plant unit value equals or exceeds 35 PUV points.
Parking Screening: Proposed 35 Large/Medium Deciduous Shrubs (Large/Medium Deciduous Shrub: 36" high(1 PUV)
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
EXISTING CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCE
RIPARIAN BUFFER - ZONE 1
RIPARIAN BUFFER - ZONE 2
PROPOSED ASPHALT TRAIL
PROPOSED CONCRETE SIDEWALK
PROPOSED HEAVY DUTY ASPHALT
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH, NC 27603
sepiinc.com
• 3 WORKING DAYS
FOR THE LOCATION OF
UNDERGROUND FACIUTIES
Know what's below.
Ccill before you dig.
THE LoaknoNs OF EXISTING UNDERGROUND UTILMES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR RS REPRESENTATIVE TFIE CONTRACTOR SHALL DETERMINE THE
EtCACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE RJLLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO ESACTLY LOCATE AfT:0
PRESERVE ANY AND ALL UNDERGROUND MMES.
NOTICE:
CONSTRUCTION SITE SAFETY'S THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
•
•
SEAL
053032
SERI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
5E20.027.00
ISSUE:
REVISIONS:
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
PARKING AREA
LANDSCAPE PLAN
NORTH
C4.3

1/12/2022 5:13 PM X:\2020\5E20,027.00 ToHS - Arbor Creek Greenway\LD\Design \Drawings\Plansets\5ite Plan\SE20027 C-5.0 THRU C-5.2 SITE DETAILS.dwg
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SEPI ENGINEERING 8 CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
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RALEIGH, NC 27603
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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ATTACHED STAINLESS STEEL HINGED LID
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2. SIGNS ASSOCIATED
ROADWAYS SHALL
TYPE AND DIMENSIONS.
WITH VEHICULAR TRAFFIC AND ALONG
MEET NC DOT AND MUTCD SIGN REQUIREMENTS.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
-2'X 2" G
-11 GAUGE GALVANIZED STEEL
INSTALL SIGNS PER
NC DOT STANDARD DRAWING 904.50.
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
-WEIGHT:15 LBS.
HOLE:
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1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
RECEPTACLE FOOTING &PLACEMENT
&PLACEMENT
TYPICAL TRAIL SIGNAGE
INSTALLATION
2. DO NOT SCALE DRAWING.
3- THIS DRAWING 15 INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS
FOR PLANNING PURPOSES ONLY. THIS DRAINING MAY NOT BE USED FOR CONSTRUCTION.
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST
AND DESIGN PROFESSIONALS
BE REVIEWED AND APPROVED BY
SCALE: NTS
4
SCALE: NTS
3
SCALE: NTS
1
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
5. CONTRACTOR'S NOTE: FOR PRODUCT ANDCOMPANY INFORMATION VISIT www.CADdetals.mrNiifoAND
REFERENCE NUMBER 2635-005.
PET STATIONS
ENTER
END POST
("CHAMFER AT 45°
DOGIPD1 HEADERPAKPETSTATION (1003HP-L]
2635-006
REVISION DATE 0410520113
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PROTECTED BY COPYRIGHT C110 CADDETAILS.CCAI LTD.
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SEPI ENGINEERING & CONSTRUCTION, INC
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Arbor
Middle
Greenway
Town
Parks
PREPARED
Town
128
Holly
Springs,
of
and
of
S.
Creek
Creek
Holly Springs
Recreation
FOR:
Holly Springs
Main Street
NC 27540
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Fence Stationing
Alignment B
I.00' 1.00' 1.00'/
Left =enc:e
Right Fence.
SECTION FRONT ELEVATION
Start Station Stop Station
Start Station Stop Station
AlignmentA
.
NOTES:
LOT Fen:e.
Right Fence
17+04 12-77
10+16 12+77
Start Stat-o•i
Slop Stet-o:c
S:arLStat-o•i
S:n:] Stet-o•i
1. COLOR STAIN TO BE SELECTED BY OWNER.
10+00
18+18
Alignment
C
2. FRONT OF FENCE SHOULD FACE GREENWAY TRAIL 7 SIDEWALK.
2419
2/i68
24+9
7/178
Left ence
Right Fence
28+05
32+40
Start Station Stop Station
Start Station Stop Station
39+25
12+15
39+9
42++15
10107 11.88
43+`,.3
58+89
44180
59+22
431°,.3
58+89
44183
59+22
_
-
_ Alignment
E
FENCE
63+7L.
108169
64+08
1091.51
63+77
E5+50
108169
64+08
E8+32
109L.51
- Left'enc:e
Start Station Stop Station
-
11+77 12-53
Right Fence
Start Station Stop Station
11+74 12-55
SCALE: NTS
7
111+34
111+75
111+34
111+72
13+26 13-78
13+26 13-75
115+14
115+40
115+16
115+40
115+81
117+08
115+81
116+56
Alignment G
133+28
134+47
133+28
134+40
left:ence
Right Fence
_ Start Station Stop Station
Start Station Stop Station
17144 19.46
NOT FOR
BID
CONSTRUCTION
SET
90%
REF 21-012:
CONSTRUCTION
DRAWINGS
Arbor
Creek
Greenway
TRAIL �t'�'
CR0551NG
NO
PRIVATE
STOP
®
MOTOR
PROPERTY
TRAIL
X-LNG
500
FEET
500 FT
VEHICLES
NO TRESPASSING
HILL
DATE
STOP YIELD TURN CURVE WINDING ROAD COMBINED BIKE - PED TRAIL CROSSING TRAIL CROSSING DISTANCE - FEET DISTANCE - FEET BIKE - HILL NO MOTOR VEHICLES
PRIVATE PROPERTY
PROJECT:
SE20.027.00
MUTCD R1-1 MUTCD R1-2 MUTCD W 1-1 L MUTCD W1-2L MUTCD W1-5L MUTCD W 1 1-15 MUTCD W 1 1-15a MUTCD W 1 1-15P 2-LINE MUTCD W16-2aP W7-5 R5-3
SIGN
ISSUE:
18" x 18" 18" x 18" x 18" MUTCD W 1-1 R MUTCD W 1-2R MUTCD W 1-5R 18" x 18" 24" x 24" 18" x 12" MUTCD W 16-2 24" x 12" 18" x 18" 18" x 18"
18" x 18" 18" x 18" 18" x 18" 24" x 24" 30" x 30" 24" x 18" 18" x 12" 24" x 24" 24" x 24"
24" x 24" 30" x 30" 24" x 18"
.
.
•
REVISIONS:
I,,
Rev. 1
01.05.2022
TRAIL
SIGNAGE
SCHEDULE
•
-
SCALE: NTS
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L- SMITH, S.TEYMOURI.E.GWIN
CHECKED BY:
M.TAYLOR
SITE DETAILS

C
0
0-
1/12/2022 5:16 PM X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Design\Dra
.1-c
I I I 1
PLAN
Il Il II ly Ir
OPTIONAL [bN9TR11CTId1 JOINT
ELEVATION
OONEL
PLACE GROWS CR
SELL END CP PIPE
TO FADE 13F WALL
FOOTING
(IF MINT. JOINT 19 USED)
GROUND
i'
1-111 11. 11 }III Illy
PROJECT LOCATION TEX
PROJECT LOCATION TEXT,
Town of Holly Springs
Engineering Department
919-5 7-3938
.erhamrw..+.
5.
+ t
DESIGNED BY:
E W.4-rmm.x
CONSTRUCTED BY:
COROIA2 en FYm NAIh La¢ Hare
36»
NOTES:
1. 35' X 48' X ?" MDO SIGN 14TTH U-CI-IANNEL POSTS.
2. INDIVIDUAL PANELS TO BE SECURED WiiH WEATHER
RESISTANT SCREWS AND WING NUTS,
�l11�111�I
BLACK
J PO DER
COATED
U-CHANNEL(2)
S" MI
1I W III 11 1I1 1
SUPPORT DEPTH
AS NECESSARY
DRAWING NOT TO SCALE
PROJECT IDENTIFICATION SIGN
STANDARD DETAIL NUMBER: HS005
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
DAAD/T3
a1 lf
HOLLY
SPRINGS
Duey.. ife Soem.
u2•Q7NNMUNMOOT
%
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PLAN VEW - TRADffIONAL CURB N0
1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK.
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2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT
PROPERTIES BASED ON A PROJECTION OF THE PROPERTY LINE
FRGIH THE RIGHT OF WAY TO THE CURB LINE.
3. RESIDENTIAL DRIVEWAYS TO BE 12' - 16' IN WIDTH.
4. COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MAXIMUM OF
36' WIDE.
SEEMED OR
12=I6•1I4A'
-1MZDrr
CONCRETE
1 "s
5. ALL CONCRETE SHALL BE 3000 P51.
5. 12' MAX. FOR 1 CAR GARAGES.
ammo Y
APRON
7. 16' MAX FOR 2 OR 3 CAR GARAGES.
L
�•I
,..._,LiL
{II
�f2
i B. COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE MAX OF 36'
a�a6nvr u�ra� wu�Y��a/ 2. STREET TYPES TURNOUTS SHALL BE USED WHEN DRIVEWAY ADT IS
GREATER THAN 50D VEHICLES.
PLAN VEW - VALLEY CURB DRAWING NOT TO SCALE
STANDARD DRIVEWAY APRON
0
STANDARD DETAIL NUMBER. H B32Holly
)SprinSprings
Mac=7M'� ris
DATE
REV151ON5
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
1°
A VARIES
PLAN VEW
NOTE&
1. SIDEWALK SHALL BE 6" DEPTH AT ALL DRIVEWAYS.
2. SIDEWALK SHALL BE 6" DEPTH AT ALL HANDICAP RAMPS.
3. TRANSVERSE EXPANSION JOINT TO BE A MAX OF 50 FEET.
* VARIES - SEE APPROVED PROJECT PLANS
EVSTYG 2.-6"
CURB AND WHEW GRASS U711JTY S7RAP
PRCPDSFD SIDEWALK
,/2" / ft- \ -.______
,/4. / (CONC. 3000 P I)
CCOPAC7ED SLdLL 10 A DENSITY
OF NO LESS 77VAN 95
TYPICAL SECTION
JOINI FILLER
TRANSVERSE EXPANSON JONT
DRAWING NOT TO SCALE
STANDARD CONCRETE SIDEWALK
STANDARD DETAIL NUMBER: HI 327
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPAR LAMENT
2/8/1U
14rHolly
8pgs
1lrleam'T� Em1eL
SEP!
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY I5 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
SCORE RILL NIW N
C(H(S AND GLITTER
PLAN
FRONT
END
DRAWING NOT TO SCALE
STANDARD METHOD OF ENDING CURB AND CUTTER
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
1�1 SLOPE A8 ISDICATED MI PLANO
END ELEVATION
84-11ARS
DOWEL
BAR-"X"
DOIELS IN elNiNALL OITH N0INP08Gls TOI6NET8 PIPE
LING•
PIPE
DIA.
SINGLE PIPE
DOUBLE PIPE
15"
18'
24•
30"
38"
42"
411"
15-
1e"
24"
10"
38'
42•
48"
BARN
"X"
"X"
"x"
"X"
"X"
"x"
Y•
'2'
V.
.x"
'2'
.3.
"x,r
"2"
"x"
Y.
"x"
Y•
8
OTT.
2
2
8
3
4
4
2
5
-
u-
2
2
2
3
3
4
4
2
5
e
5UM.TOTAL
2
r
STY.
-
-
-
-
-
-
1
1
2
2
2
2
0
4T7.
2
2
3
3
4
4
2
2
3
3
4
4
L.
9
9
14
1A
19
55
85
12
12
19
19
23
77
92
OIDENEIOR6 AND CONCRETE OOMITITIE8
USIS3 ODNCRETE PIPE
COMM DIIENSIONS
SINGE PIPE
1:4011RLE PIPE
D
HBO
T
9
L
TDa
r
L
YDa
15"
3'-3"
1'-9"
2'-9"
214"
CI"
5'-8"
0.7
2'-2"
7'-8'
1.0
1S"
3'-7"
1'-10'
3'-2'
21.¢"
10"
a'-4"
1.0
2'-7"
9'-11"
1.3
24"
4'-2"
2•-1"
4'-0"
3"
10"
0'-0'
1.5
3'-6"
I1'-5"
2.0
30'
S'-0'
2'-B'
4'-7"
41A"
I11¢'
9'-2"
2.3
4'-3"
13.-5"
3.1
38'
5'-8"
2'-S"
5•-8"
4kq"
11fj'
11'-0"
3.4
5'-0'
1Sr-0"
4.5
42"
8'.5'
3'-1"
0'-4"
514'
111 t"
12'-D•
4.5
5'-10"
18'•8'
8-0
48"
8'-0"
3'•6"
7'-2.
OW
I11•¢"
14'-4"
8.0
8'-8"
21'-0"
0.0
SEE SHEET 3
SHEET 1 OF 3
838.01
PLAN
0
UPTI011AL CCNSTiLLTI011 JDINT
ELEVATION
STANDARD DETAIL NUMBER: H8323
DATE
FOOTINO
REVISIONS
MAKE AS IODINATE➢ CN PLANO
(IF O➢YST. JOINT I9 115E01
END ELEVATION
u eAPs�
DOWEL
BAR-"X"
00aLLE IN lNOIALL EON G. 5. PIA'!
LOG.
PIPE
DIA.
SINGLE PIPE
DOLELE PEPE
15'
18"
24.
80"
36"
42"
4B'
15"
18"
24"
30"
SG"
42-
48'
ems
'x"
.,x.
"X.
"2"
'x'
'X'
V.
"X'
Y•
"X"
"X"
.x'
.x.
"X"
"x"
Y.
"x"
T.-
0
MY.
2
2
3
3
4
4
2
6
-
5
2
2
2
3
3
4
4
2
5
2
5
2
A
Orv.
-
-
-
-
-
-
1
1
1
2
2
2
G
DIY.
2
2
3
3
4
4
2
2
3
3
4
4
TOTAL LB3.
9
9
14
14
19
53
102
12
12
16
19
23
73
25
L]IE2I011f AND CONCRETE 2OAITIT7111
USING CC119UGATED STEEL PIPE
COINESI
SINGLE PIPE
DOIDLE PIPE
D
H
S
0
L
YDO
N
L
YIP
Ir.
3'-4"
1•-e"
2'-2"
5'-0"
0.7
1'-11"
S'-11"
1_D
IS"
3'-7'
1'-10"
2•-11"
5'-10'
1.8
2'•8"
8'-1'
1.2
24"
4'-1"
2'-1"
3'-8"
7'-4'
1.4
3'-0"
10'-4"
1.9
30"
4'-7"
2'-4"
4'-6"
6'-10'
2.0
3'-9"
12'-7"
2.7
36"
S'-1"
2'•7"
3'-2"
10'-4"
2.8
4'-E"
'4'-10"
3.11
42'
5'-7"
2'-10"
5'-11"11'-10'
3.8
5'-3'
17'-1"
5.0
48'
8'-1"
3'-1"
re-8"
18'-4-
4.9
C-0"
19'-4'
7.5
SEE SHEET 3
A
1/2"
7/E' R.
"
2'-0'
If2' R
1/$" R.
6"
+
+
Linwr FILLER
g'
-4--
12Ilk
7'
A J
21 5"
_7_
FRONT
EXPANSION
ELEVATION
Le
JCNT
la'
SECTION A -A
ME ELEVATION
13fAMDAFO CLINE
1 1
1 1
9"
g"
9.
yew
10'
T'
8'
i'
-IF-
IF 12
6 3/4"
VALLEY CURB AND °UFTFER
i
BCE ELEVATION
NOTES
I _8.
1
1. CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. (15' SPACINWILL MEDIAN
BE ALLOWED WHEN A MACHINE IS USED)
3. REMOVAL OF ANY PORTION OF CURB AND GUTTER SHALL REQUIRE FULL
REMOVAL AND REPLACEMENT SO THAT NO LONGITUDINAL SEAMS ARE CREATED.
4. MAINTAIN 50' MAX. BETWEEN JOINTS OR AT ALL RIGID OBJECTS.
CURB WO N1lTTER
1p W1G
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER:HMI
VElolly
Springs
Too Imo ii
STANDARD CONCRETE CURB AND GUTTER
TE
REWSYONS
TOOF HOLLSPRINGS ENGINEERING DEPARTMENT
WN Y
wD
Z
6u,
I -a
aQ
1,06
a0=
I-mnOYx
CCA 1- , f
oCOcc
w
I-
CI
SHEET 2 OF 3
838.01
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLACE 2 II& "Y" BARS IN THE TOP OF ALL ENDWALL FDR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORKS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12' CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
SHEET 3 OF 3
838.01
A
ATIETIY�r
s1xL� NNW:
441LTf Gin K GREW E.•• l Rl 77Ei1 ✓ J
ECNZ
rrr rrrrr�� r r
rr
I METRIC VIEW
0
A
15144E
x
e
EP
00
SW
sr
ALP
1
art
ar
ar
Lr••
r
43T
24'
73.
a0'r
r
oa'
dr
7s
Sr-
i
2.0'
7.11
7017
LL'
6'
2.31
Li
1L1'
4.0'
E
da
18'
RE
4.4'
F
3r
ma"
0.4'
4.,'
5
40
LE
AS
Ar
r
4d'
10.5'
a.r
3.5'
IT
MO'
183
Ir
1L1'
e -
B - 0x-
FR011 FRONT EDGE OF 240,99LN
TO E4C1C POINT OF 1211 M3310 SLOPE:
• 91CX OF EOEITALK DROP FOR ALL
SIMMSLOPES
4• B KSIDE/AAIC CROP RE0ll#EO FOR SDENAIR
SLOPES D.04
1NSLI A
01900190014991490
0 • 0 0 • 0 0 •0as**
RAID FLOOR DETAIL
SEE NOTE 7
NOTES:
1. BE WALKING SURFACE SHALL BE SNIPE NE56TANr. DETECTABLE WARNING DOMES SHALL COVER THE
RILL 11111H AND DEPTH OF TIE I151P FIDOR. THE OETECTABE 1FARNIH6 SWILL 222156T DF RINSED TRJICA1ED
DIMES PBTH A OIAIEIEK OF ry014NAL 09•. A 4ELHO OF 0.2" AND 12011ER-10-CERIER SPAON0 OF N00111AL
2.36'. RE RAMP SHALL EE SLAC>C N COLOR.
2. Cf818SD N WIDTHS AND OONFOLEAT1II 1888, 1BET CONFORM TO TRAFFIC 0131011 STANDARDS.
3. THE B EIDE PEDESTRIAN CROSSWALK LINES BHTLL BE SET 140 CLOSER IN THE HNTERSECTON THEN WOULD BE
ESTABLISHED BY EIBECTs1C THE NTE8ECRON RADA. BM NOTE 14
4. ALL RENEW imam 9RAL1 BE 1N ACCORDANCE AIM THE LATEST calm OF TIE LWIIIL OF UNIFORM TREFFNC
CONED. comes Q4UTCOj PLBLT1HED BY THE F'ED5RLL 18248W1Y ADENISTRATION AND THE NORTH CONCERN
UPTO SPLEMENT ACE Yuan.
•
c-BpA
WIRY SEEP
B' A 9
A� Q
4047R78M9 R
e" ant?
AYAA®'A1TAI
FZVElikiX
TKM
17.' 1 MAX. RAMP
SEE 81CSEr A
SECTION B-B
6 r Taus
r._,41
MAM aABANSDCS
R
755 OF CIAO
441814444.E SLOE Ler
n7 ENCEEO 1217 AL.
ENPAMBI08 .CANT
54" NOTES
$ I7 & 17
DES PATRON OF RAI.
AST PAIL OMEN
OIESSO OARS
I SEE 0O77' 110
24171FR
SECTION A -A
HOT0 A PORTION OF ONE OR EON
SOUPS MAT EOM OUESIOE
11E RETURN.
SealIKIX
EAPAAD7TIV ,ADO' Vf
PLAN HEW
DRAWING NOT TO SCALE
OPAWKW
SIDERNIX
STANDARD WHEELCHAIR RAMP
STANDARD DETAIL NUMBER: HS331
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
2/8/70
Wally
Spring:
armem1 JSm9A
ISOIYETRIC NEW
0
A
RAW
x
e
r
LE
u'
De'
L11'"
e.
SS
La'
IN
aa«
r
ds'
7r
7r
a4•
r
at
14'
7Y
aa••
r
or
7.5'
7r
S.C'
5'
La'
as
L1'
4r
a'
J'
ar
0.7
►A'
a'
3,4'
s,5'
re
4.1'
B.
4.d'
ar
De'
ar
0'
44'
HDd
AY
3.4.
B.
13'
tar
SAP
dr
6 - Od'1448E ROW FRONT fIDE 11F SOE*ILK
TO HACK PONT CF 1&1 8.3:LOPE
• EEESEM( SCIENALN SH DROPFOR ALL
•• SACK CF SEEABLE DROP REQUIRED FOR SI1EM8LX
SEWER AM
NOTES:
I. RE 8841W6 SURFACE SHALL HE SLOPE RESISTANT. DETECTIBLE WRUNG 301ES STTALL COVER THE
HELL ROTH AIM DEPTH OF TIE RA4i MICR. TIE DETECTABLE WASHING SWILL O1N.8LST OF RAISm TRIIN2LTE0
DORIES XAIVI A DNIIETER OF KNOW/ SS'. A HEIGHT OF 0.2• AAR CENTER-TD-CERIER SPADIN OF NOININ41
2.3E". 111E RAMP SWILL If BACK N COLOR.
2: 020854AU( NAD1H5 AIO C91FO1A4ATON DAIRY: MUST OONKRIJ TO TNIAFEIC CESON S,ANDAR0S.
A THE INSIDE PEDESTRIAN CROSSWALK U1E8 SHALL BE SET NO CLOBER N THE NTERSEC5011 THAN MOULD BE
ESD191EHED En' EMCEE TIE DREFSECIION FADE COM NOTE 14)
4. ALL RAVEIENT MURKINCS SHILL BE 1N ACCOROAWCE WITH THE LATEST ED4RON OF THE WEAL OF UNMAN TRAFFIC
CONTROL NEMER (N11791] FIBILKHED ET TIE FEDERAL 1rO11a7 ADMINSTSAT15N AND T11E IERTi CARDUNA
SUPPLEMENT TO THE MRITCO.
3•
F
sorarur (5' S'w
65.415 0'
Q1
SECTION B-B
1 MAIL RAID"
SiE. IVSET A
4+1110 3'-0• craaE
78AM1L9'DDO41 A451 DROP IRANSAW
CORN
NH OF n8a8
IpRE493E surf ROT
RP DAZED 1A.1 (CM
SECTION A -A
PLAN VIEW
DRAWING NOT TO SCALE
w77DT
NOTE: A PORTION CF CIE OR EOTHI
RAMPS NAY EXTETC OUTSIDE
THE RETURN.
EI'PAAC41011 JOHT
SINGLE RAMP RESIDEN 17AL FOR MINOR SUBDI I4'SION ROADS
STANDARD DETAIL NUMBER.- 1-113330
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
2A9/10
I1NIIew Tings
INlarce.
,,,,���lllillllllllr1111II
4% 41
SEAL
053032 L
/IIIIIfrr1111111U11�,'
01-05-2021
\',,[17* 84 Il li l llll'i DIA
f`I711jrl1111}1ijl1',,`
COPYRIGHT ® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M.TAYLOR
DRAWN BY:
L, SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
SITE DETAILS
C5.2

SIDEWALK OR
! p 1
SEPI ENGINEERING 8 CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
_ 8' MAX.
SO
PAVEMENT
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY DEAD
�� STEEL POST
VARIABLE AS DIRECTED BY THE ENGINEER
-�
'
OR UNHEALTHY BRANCHES
❑RANGE SAFETY FENCE
° • .
, PROVIDE STAKING IF SPECIFIED. IF STAKING IS
I"�
ATTACHED TO WOVEN
WIRE FABRIC BACKING
SIGN
\
TIGHT BEVELED /j �\•
•�`�
PROVIDED, PROTECT TREE WITH BROAD STRAP OR
d
�_ : FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS TO
-- —WARNING
fl
''--- :�--
I
■
`--
MIN. 12-112 GA.
JOINTS � /\/\
4
DEVELOP TRUNK TAPER. PROVIDE TURN BUCKLE AND
WARNING SIGN
--
-- -;�--=
��/\\\
•
f WARNING FLAGS. REMOVE ALL STAKING AND
;.�_....-_-.-;
INTERMEDIATE WIRES
AMENDED
\\
ACCESSORIES WITHIN ONE YEAR FROM PLANTING.
GRADE MIN. 10 G
--
;;
■I
■
,•-
SOIL
�/.
• A
:.
Know what's
Call before
-L�
r
�,
below.
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
you dig.
..... ...
i .
.....?
.
LINE WIRES
:�
REMOVE SOD NETTING..
`�
/•
t`
GRADE 40"
PRIOR TO
SOD
THE ROOT FLARE SHALL BE PLANTED AT GRADE, NO
cl
�_..__.__. __.
_-
a
'
$
;
INSTALLATION
INSTALLATION
•- HIGHER THAN 2" ABOVE GRADE, AND NEVER BELOW
"/`"
[v
a /C�j�j�'�
Y �j�j�jY Y/Y �j�jY Y/Yj� �jy �/ r
"" V
►v�`�
1
GRADE. REMOVE EXCESS SOIL TO EXPOSE THE ROOT
FLARE AT GRADE. TREE SHALL BE SET PLUMB
TREE PROTECTION AREA
_•
>
ORANGE UV RESISTANT
HIGH -TENSILE STRENGTH, POLY
DO NOT ENTER ZONE
DE PROTECCION PARA
`�
� °.
MULCH DEPTH 3". KEEP MULCH 3" FROM ROOT FLARE
>��
SIDE VIEW
BARRICADE FABRIC (TYP) , A
ARBOLES - NO ENTRE
T
AND DO NOT CONTACT STEM
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE- THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILUREiOEXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
44, .
FRONT VIEW
A HIGH QUALITY SOIL MIX AS SPECIFIED
WARNING SIGN DETAIL
2" LETTERS
/
\
WATER SAUCER SHALL BE NO MORE THAN 3"ABOVE
(TYP)
AI111P11•IICOMPLETELY
GRADE
REMOVE TOP HALF OF BURLAP, LACING
CONSTRUCTION SITE SAFETY IS THE SALE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
.n,,,,,,,,,,,,,,,,,,
•
AND WIRE BASKET AND DISCARD FROM HOLE
MULCH BE
4" TRENC
—11 ?'.:..a
�a1,�
;�: ;` ; •.::!.F.::.j:`
-0 ' z,. ��' �' y ,1'
J
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NOTES:
p" `' O
• `,,
ROOT BALL SHALL BE PLACED DIRECTLY ON
GRAS
•:
,
I I II 1" Ai COBALMPACTED SUBGRADE. HANDLE TREE BY THE ROOT
',,��«T"Illff+ii,,,.
���`lL�� CAR�(�f`'%,,
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SEAL
053032
.
` ., 9 •. GII� ,�.
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01-05-2021
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_ ` _
SEAL ',
C-2197
N.C.
,I,
1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE PROTECTED BY FENCING, AS ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE AT A MINIMUM OF 1' FROM THE TREE DRIP LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN ON
.
:
�_
PLANS, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. SPACE TREE PROTECTION ZONE SIGNS A MAXIMUM SPACING OF 150 FEET. THE SIZE OF EACH SIGN MUST BE A MINIMUM OF 2' x 2' AND
BE VISIBLE FROM BOTH SIDES OF THE FENCE. THE SIGN MUST CONTAIN THE FOLLOWING LANGUAGE IN BOTH ENGLISH & SPANISH: "TREE
PROTECTION AREA, DO NOT ENTER ZONE"
f� f f ��
/\/�\/�\/�\�\\\/\
�\�\�\�\\�\�\�\�\
/\�\�\�\�\�\\\\\�\\�\\�\\�
��
\��
NOTES:
ROOTBALL DIAMETER /
4. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARY PF THE TREE PROTECTION FENCING.
5. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT,
6. INSTALL TREE PROTECTION FENCING PRIOR TO PERFORMING ANY CLEARING OF THE SITE.
///////////////
TO
/// ///
BE APPLIED TO ALL PLANTING
PLANTING BED
/// /// /// //\
BEDS
1. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE DRAINAGE OF ALL PLANTING PITS. (POSITIVE
DRAINAGE AWAY FROM PIT)
2. STREET TREES MUST BE 3" CALIPER AT INSTALLATION WITH A 5' MINIMUM FIRST BRANCH HEIGHT.
7. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
EDGE
8. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
9. SIGNS SHALL BE PLACED AT 100' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 100' ON CENTER
THEREAFTER.
10. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
1 1 . ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
12. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
3. PLANTING SEASON OCTOBER - APRIL.
4. A TREE IMPACT PERMIT IS REQUIRED.
5. ELECTRICAL OUTLETS AND OTHER UTILITIES ARE PROHIBITED IN THE PLANTING AREA
IMMEDIATELY SURROUNDING THE TREE.
TEMPORARY
TREE
PROTECTION
FENCE
PLANTING
BED
EDGE
I SOD
INSTALLATION
TYPICAL
TREE
PLANTING
DETAIL
1
SEPI ENGINEERING I&CON 2UCnON, INC
COPYRArbor
SCALE: NTS
SCALE: NTS
SCALE: NTS
Middle
Greenway
Town
Parks
PREPARED
Town
128
Holly
Springs,
of
and
of
S.
Creek
Creek
Holly Springs
Recreation
FOR:
HollySprings
Main Street
NC 27540
-
LIME & SCHEDULE
PRUNE TO REMOVE DEAD OR BROKEN
BRANCHES.
SLOPE AWAY FROM
BLDG. 2� OR >
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM 3 TONS/ACRE GROUND AGRICULTURAL LIMESTONE AND A MINIMUM 500 LB/ACRE 10-10-10
GREATER
MAINTAIN SOIL LEVEL AT OR SLIGHTLY HIGHER
FERTILIZER, AS NEEDED TO ESTABLISH 95% COVERAGE (AS DETERMINED ON A PER SQUARE YARD BASIS) PRIOR TO SUBSTANTIAL COMPLETION. CONTRACTOR TO SUBMIT A COPY
OF ALL SOIL REPORTS TO OWNER UPON RECEIPT.
PLANT SPACING PER
o PLAN
0 THAN EXISTING GRADE, TO ALLOW FOR
Q SETTLEMENT
o o
r PINE STRAW OR HARDWOOD MULCH A5 SPECIFIED (3" - 4"
SURFACE STABILIZATION REQUIREMENTS
3" MULCH INSTALLED BEFORE
PLANTING
r` 0 DEPTH). DO NOT PLACE MULCH IN DIRECT CONTACT
��4 WITH TRUNK.
\
6" SOIL MIX. SEE SPECIFICATIONS FOR
ti, U
PERMANENT OR TEMPORARY GROUND COVER SHALL BE PROVIDED OVER ALL DISTURBED AREAS OF THE SITE PER NPDES PERMIT.
DETAILS.
a� C^� a FORM CONTINUOUS 4" HIGH
GROUND STABILIZATION WILL BE APPLIED WITHIN 14 DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 DAYS.
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:,:; :; • .<:: y:,:,:; <, : • .:.' :' ' •
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PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER I5 SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
:',:",::,:,:,.,:,,:,:,:,,,:: •:;:,' :;..:' .,:,: ,: ,',: • UNDISTURBED SOIL AT A 1:1 RATIO.
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\��\\��� " UNDISTURBED SOIL.
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APPLY 4000 LB/ACRE GRAIN STRAW AND ANCHOR STRAW WITH ASPHALT TACKING AT A RATE OF 400 GALLONS/ACRE.
. ROOT MASS - REMOVE CONTAINER AND LOOSEN
��;:�;-�;��;•,•,•,•,•,•�;•�;��:: •�
ter 'i ROOTS OF POTBOUND PLANTS BY SCORING OR
4
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES AND CLOG DRAINAGE DEVICES.
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i� /` PULLING.
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SOIL MIX. SEE SPECIFICATIONS FOR DETAILS. WATER
AND TAMP TO REMOVE AIR POCKETS.
NOTES:
UNDISTURBED SOIL. IF SOIL HAS BEEN DISTURBED, TAMP
NOT FOR
BID
CONSTRUCTION
SET
1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY.
2. LOOSEN ROOTS OF POTBOUND PLANTS BY SCORING OR PULLING.
SOIL FOR FIRM BASE UNDER ROOT BALL. PROVIDE
DRAINAGE AS NECESSARY.
NOTES:
3. REMOVE ALL TAGS, TWINE OR OTHER NON -BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR
ROOT MASS.
1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY.
2. REMOVE ALL TAGS, TWINE OR OTHER NON -BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR
ROOT MASS.
90%
REF 21-012:
CONSTRUCTION
DRAWINGS
Arbor
Creek
Greenway
GROUNDCOVER
PLANTING
SHRUB
PLANTING
DATE
PROJECT:
3E20.027.00
SCALE: NTS
4
SCALE: NTS
2
ISSUE:
REVISIONS:
I,,
Rev. 1
01.05.2022
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PRAWNBY:OJ. :
MSMITH, R
DRAWN BY:
L. SMITH, S. TEYMOURI, E. GWIN
CHECKED BY:
M.TAYLOR
SITE DETAILS

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SIGN OF RK11RE0]
12"
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PARKING SPACE
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SPACE
PAINT STRIPING
60° PARKING SPACE PLAN VIEW
— 8 3/4"
#3 REBAR. OR PER
® MANUFACTURER'S
RECOMMENDATIONS
PAVING
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8 SG- 3,000 PSI CONC. FOOTNG
R7-EID
COLORS (ALL SIGNS):
LETTERING AND BORDER:
BACKGROUND:
ARROW [OPTIONAL]:
RGURE:
12"
RESERVED
PARKING
ED
GREEN
WHITE
GREEN
WHITE ON BLUE FIELD
R7- A
NOTES:
1. R7- 0 PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL R7-3 OR R7-BA PARKING
SIGNS ERECTED AFTER DECEMBER 31, 1990.
2 ALL SIGNS APPROVED FOR USE UNDER GENERAL STATLTE'A37b
3- REFER TO MANUAL ON UNFORM TRAFRC CONTROL DEVICES IMUTCD}
CONCRETE WHEELSTOP
SCALE: NTS
2
ADA SIGNAGE
SCALE: NTS
1
.DOE S4MES SNAIL LESS THAN .RT MA)
\\WI ESS O7NERNIAE WOICA TEO ON LANOLIT PLANS
CUT AND Fx.L SLLWE5 37MALL 17E PRO DIVING
SLOPES TO CREATE AN EIEz R 7RAN31700k
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42 SAFETY RAk ?FROM EDGE OF
PAVEMENT IFSIDE SLOPE EXCEEDS 8'
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77LQ
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if
22' MAX CROSS SLOE
STAVE SHOULDER
(Sa=0 OVER STOW
I ■ ■
NDTEI§
1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE.
2, CONTRACTOR IS RESPONSIBLE FOR RE—ESTABLISHING ALL SLOPES DISTURBED BY
CONSTRUCTION.
"AGGREGATE VASE COURSE
GEOTEX771EFABRIC TO UNOERLINEABC
AND SLIOUWOR WHERE SOILS ARE POOR
COMPACTED SL9GRAOE
DRAWING NOT TO SCALE
1a ASPHALT GREENWAY TRAIL
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
STANDARD DETAIL NUMBER.• E 3A0
DATE REVISYONS
7/syTe
10 O'
ry
COC
ENCASED
CONCRETE
LOCK
PIN
VIEW A - A
STEEL
SLEEVE
CONCRETE
NOTE:
BOLLARDS CAN BE SQUARE OR 4"
ROUND.
ASPHALT
Ay}I
ENCASED 6' CONCRETE
CONCRETE
CURB
CENTER DOLARO
REMOVEABLE 8
- 5,0 LOCKABLE
CURB
.10,0'
PLAN VIEW
A
{31 STEEL BOLLAROS
ENCASED W2774
CONCRETE 40'
ABOVE GROUND
CURB
DEPRESSED CORO
NEW 8-B
DRAWING NOT TO SCALE
BOLLARD POSTS DETAIL
STANDARD DETAIL NUM8E1HS341
DATE
REVISIONS
TOWN OF HOLL Y SPRINGS ENGINEERING DEPARTMENT
R/4/17
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH i WILMINGTON i CHARLOTTE
BEAUFORT, SC i CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
■a 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND LIVERIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY
THE OWNER OR RS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILMES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
50 CM (19.7")
16.7 CM (6.6") 25 CM (9.8")
ENLARGEMENT
SPECIFICATIONS
UNIT SIZE — 50 CM X 50 CM X 2.5 CM
OR 1 MX1 MX2.5CM
(20" X 20" X 1" OR 40'X 40'X 1')
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT WEIGHT — 510 GRAMS (18 OZ.
OR 2.0 KG (4,5 POUNDS
STRENGTH — 1121 KG/CM (15,940 P51)
COLOR — BLACK
RESIN — 100% RECYCLED HDPE
PLAN
GRASSPAVE2 SQUARES
ADJACENT GRASSPAVE2 UNITS
SEE ENLARGEMENT BELOW
HYDROGROW MIX BELOW RING
SUPPLIED FREE BY MANUFACTURER
FINISH GRADE
4
p991VI 111I11111I11111I II II II II II II II II II
BOARDWALK
DECK
1 0' CONCRETE
1 III r 11-1-11 1 1 1
I =1 11= II I I I=I I III I =1
II III III
PROVIDE EXPANSION
JOINT AT 5' INTERVALS
HEAVY DUTY
CONCRETE PAVING
ASPHALT
GREENWAY
HEAVY DUTY LIGHT DUTY
ASPHALT ASPHALT
`
TYPE S-9.5B SURFACE COURSE
1-IN
2-IN
TYPE I-9.5B BINDER COURSE
3-IN
N/A
AGGREGATE BASE COURSE
6-IN
6-IN
COMPACTED SUBGRADE
TYPICAL HEAVY / LIGHT DUTY ASPHALT SECTION
SCALE: NTS
4
BOARDWALK / BRIDGE APPROACH SLAB
SCALE: NTS
5
RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
_COMPACTED SANDY GRAVEL ROAD BASE
95% MODIFIED PROCTOR DENSITY
— 6 INCHES TO 12 INCHES
(DEPTH OF BASE COURSE TO BE
DETERMINED BY ON —SITE ENGINEER)
—SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION
COMPACTED SUBGRADE,
SECTION
TOOGRASS ROOT MASS 6 MM
(1/4")ABOVE TOP OF RING
GRASSPAVE2 ATTACH WITH
SNAP —FIT FASTENERS
RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
OMPACTED SANDY GRAVEL
BASE COURSE
—SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION
NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR
LANDSCAPE DESIGNER.
TYPICAL GRASSPAVE2 DETAIL
NOT TO SCALE
Ill
Invisible Structures, Inc.
CHOOSETHIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES \ 1 OF 1
16265 E. 33RD DR., SUITE 20
AURORA, COLORADO 80011
800-233-1510 OR 303-233-8383
FAX: [phone] OR
303-233-8282
WNW, invisib lestru ctu res,cam
rev. 1/18
STOP SIGN,
SEE SHEETC5.1.
PERMANENT BOLLARD,
INSTALL PER TOWN'S
STANDARD DETAIL H5341,
SEE SHEET C5.0.
TIE TO EXISTING
SIDEWALK FLUSH
EXISTING CONCRETE SIDEWALK
REMOVABLE BOLLARD,
INSTALL PER TOWN'S
STANDARD DETAIL H5341.
SEE SHEET C5.0.
PERMANENT BOLLARD,
INSTALL PER TOWN'S
STANDARD DETAIL HS341,
SEE SHEET C5.0.
CONTRACTION JOINT, 5'
SPACING (TYP)
HEAVY-DUTY CONCRETE,
SEE SHEET C5.0.
5' RADIUS. UNLESS
OTHERWISE NOTED
EXPANSION JOINT
INSTALL WHEELCHAIR RAMP ONLY IN
LOCATIONS SHOWN ON PLANS, AND
IN ACCORDANCE WITH TOWN'S
STANDARD DETAIL H5330, H5331, AS
APPLICABLE. SEE SHEET C5.2.
EX. BACK OF CURB
9' x 2' DETECTABLE WARNING
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12-08-2021
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COPYRIGHT® 2021
SEPI ENGINEERING & CONSTRUCTION. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
BID SET
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 21-012: Arbor Creek Greenway
DATE
PROJECT:
5E20.027.00
ISSUE:
REVISIONS:
GREENWAY APPROACH SLAB
SCALE: NTS
6
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PROJ. MGR:
M. TAYLOR
DRAWN BY:
L. SMITH, 5. TEYMOURI, E. GWIN
CHECKED BY:
M. TAYLOR
SITE DETAILS
C5.0

— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Data Shared \Sent\To Stewart\SE20027 - TLB.dwg
NOTES:
1■ ASSUMED LIVE LOAD = 90psf AS PER AASHTO LRFD GUIDE SPECIFICATIONS FOR DESIGN OF
PEDESTRIAN BRIDGES,2nd EDITION.
2. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES 2ND EDITION. (AASHTO H5
S --- P I
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH.NC29
603 PHONE I 919,789.99.9977
HONE
sepiinc.com
LOADING INCLUDING AMBULANCES AND OTHER VEHICLES/EQUIPMENT UP TO 10,000 LB.)
3. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO
CONSTRUCTION. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY
UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
811 m 3 WORKING DAYS
BEFORE YOU DIG
FOR THELOOATON OF
UNDERGROUND FACILITIES
Know what's below.
C a II before you dig.
C TRAIL A
4. FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS.
h
5. FOR SUBMITTAL WORKING, SPECIALSEE V
SHOWN IN AN
THE LOCATIONS OFEXISTING NLYA ANDOTBEEN INDEPENDENTLY
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
ENACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
■
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
4'-0" MINIMUM
RAILING
10'-D" M N■
CL AR WIDTH
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
Ili
01
NOTICE:
6. FOR FALSEWORK AND FORMWORK. SEE SPECIAL PROVISIONS■
5'-0"
5'-O"
PREMANUFACTURED PEDESTRIAN
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
BRIDGE
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
44
7. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
a REINFORCED
a
GRADE
3 POINT
a r 0.01 alia0.01
CONCRETE DECK C
E
`
c
c
8■ FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
9. FOR PREMANUFACTURED PEDESTRIAN BRIDGE 51,5EE SPECIAL PROVISIONS.
FABRICATOR PREMANUFACTURED PEDESTRIAN INDICATE THE
��
mr
10. OF BRIDGE 51 SHALL LOCATION
P • P • - P - .A• - P ❑ • P • - P ❑ • P • - P - ❑ •
OF DRAINAGE HOLES FOR THE BRIDGE TUBULAR MEMBERS IN THE SHOP DRAWINGS■
,•" ��,`..•• 5 R.°4/ ..
11. CONCRETE DECKS SHALL BE CLASS AA CONCRETE AND ADHERE TO NCDOT SPECIFICATIONS.
.� �.
a SEAL r t
1 11725 :
12. BRIDGE LOADINGS ARE ESTIMATED. AFTER SHOP DRAWINGS FOR THE PREMANUFACTURED
PEDESTRIAN BRIDGE ARE SUBMITTED, THE ENGINEER OF RECORD WILL CHECK THE END BENTS
FOR ACTUAL BRIDGE LOADINGS. SHOP DRAWINGS SHALL BE FORWARDED TO ENGINEER OF
o=;.F �::h
9G■'•.;�;GI�NE;`'•'
�� R, gl1
RECORD UPON RECEIPT■
Pea S /3/2021
13. THE PROJECT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NCDOT STANDARD FOR
TYPICAL SECTION ROADS AND STRUCTURES, JANUARY 2018. ALL MATERIALS MUST MEET THE REQUIREMENTS OF
PREMANUFACTURED PEDESTRIAN BRIDGE THE STANDARD SPECIFICATIONS OR SHALL BE NCDOT-APPROVED.
-zraura z.22 .
2WEST ST.
rJ 23S.RALEIG7E0a
RALEIGH. NC 27603
ST EWART T(919)380-8750
BRIDGE NO.
CHAIN
BEGIN STATION
END STATION
14■ FOR APPROACH RAILS, SEE SPECIAL PROVISIONS■
BRIDGE LENGTH
COPYRIGHT ©2021
SEPI ENGINEERING &CONSTRUCTION. INC
S1
-A-
42+38.92
43+61■08
120' 15. FOR REINFORCED CONCRETE DECK SLAB, SEE SPECIAL PROVISIONS■
16. FOR CONSTRUCTION OF SUBSTRUCTURE, SEE SPECIAL PROVISIONS.
NOTE: BEGIN STATION AND END STATION INCLUDE ONE FT 17■ FOR CONCRETE APPROACH SLAB, SEE SPECIAL PROVISIONS■
WIDE BACKWALL AND 1 INCH EXPANSION JOINT AT EACH END.
18. FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN.
Arbor
Middle
Greenway
Town
Parks
PREPARED
Town
128
Holly Springs,
of
and
of
S.
Creek
Creek
Holly Springs
Recreation
FOR:
Holly Springs
Main Street
NC 27540
-
CONSTRUCTION
DRAWINGS
REF #: 09-012
DATE
PROJECT:
SE2C.027.00
ISSUE:
TYPICAL
SECTION
AND
GENERAL
NOTES
FOR
BRIDGE
1
REVISIONS:
DOCUMENT
NOT CONSIDERED
FINAL
UNLESS ALL
SIGNATURES COvPLETED
PALL
DAVIDRHPHELPSPE
CONSTRUCTION SHALL BE IN ACCORDANCE
DRAJWN BY:
DRAWN BY:
ELI2ABETH PHELPS, PE
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
STANDARDS AND SPECIFICATIONS
S
1
30' 15' 0 30'
SCALE: 1"=30' NORTH

42+00
42+50
43+00
- L P O F
I L E DATA
43+50
44+00
S io p 1
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
VPI STATION
ELEVATION
GRADE IN X
GRADE OUT I.
1 GLENWOOD AVE. I SUITE600
RALEIGH, NC 27603
42+40.00
347.00
+2.0000
0.0000
PHONE [phone]
43+60.00
347.00
0.0000
-2.0000
FILL FACE AT END BENT 1
FACE AT END BENT 2
sepiinc.com
I.I.IFILL
W.P. 1 STA. 42+38.92 -A-
W.P. STA. 43+61.08 -A-
GRADE POINT ELEV. 347.00
GRADE POINT ELEV. 347.00
END APPROACH SLAB
APPROACH RAIL SET
E111.
PREMANUFACTURED
[TYP.]
STA.42+29.92 -A-
GRADE
PEDESTRIAN BRIDGE 1`-0"BERM
END APPROACH SLAB
3w WORKING DAY
BEFORE YOU DIG
POINT ELEV. = 346.80
(TYP.
FOR THE N OF
_ 355
EA.
END)
NISTA• 43+70.08 - A -
LJ O I1
GRADE POINT ELEV. = 346.80
UNDERGROUNDFAACILTIES
Know what's below.
Call before dig.
you
—
—
— 350
—
_
— —
7
C
C
—
— _
PROPOSED TRAIL
THE LOCATIONS OF EXISTING UNDERGROUND UTILTIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
t
N
N7
NOTICE:
345
_
2 SLOPE
FIX,
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
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— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Data Shared \Sent\To Stewart\SE20027 - TLB.dwg
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CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY.
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STANDARDS AND SPECIFICATIONS
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3RIDGE
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— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Data Shared \Sent\To Stewart\SE20027 - TLB.dwg
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
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ELIZABETH PHELPS, PE
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY.
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DAVID RUGGLES, PE
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STANDARDS AND SPECIFICATIONS
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30' 15' 0 30'
SCALE: 1"=30' NORTH

— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenwa"LID \Data Shared\Sent\To Stewart\SE20027 - TLB.dwg
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STANDARDS AND SPECIFICATIONS
30' 15' 0 30.01
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— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Data Shared \Sent\To Stewart\SE20027 - TLB.dwg
NOTES:
1■ ASSUMED LIVE LOAD = 90psf AS PER AASHTO LRFD GUIDE SPECIFICATIONS FOR DESIGN OF
PEDESTRIAN BRIDGES,2nd EDITION.
2. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES 2ND EDITION. (AASHTO H5
S --- P I
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
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1 GLENWOOD AVE. I SUITE 600
RALEIGH.NC29
603 PHONE I 919,789.99.9977
HONE
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LOADING INCLUDING AMBULANCES AND OTHER VEHICLES/EQUIPMENT UP TO 10,000 LB.)
3. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO
CONSTRUCTION. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY
UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
811 m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
C a II before you dig.
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SHOWN IN AN
THE LOCATIONS OFEXISTING NLYA ANDOTBEEN INDEPENDENTLY
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Emu LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
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4'-0" MINIMUM
RAILING
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PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
6. FOR FALSEWORK AND FORMWORK. SEE SPECIAL PROVISIONS■
5'-0"
5'-O"
PREMANUFACTURED PEDESTRIAN
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BRIDGE LENGTH
COPYRIGHT ©2021
SEPI ENGINEERING &CONSTRUCTION. INC
S2
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17+93.58
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16. FOR CONSTRUCTION OF SUBSTRUCTURE, SEE SPECIAL PROVISIONS.
NOTE: BEGIN STATION AND END STATION INCLUDE ONE FT 17. FOR CONCRETE APPROACH SLAB, SEE SPECIAL PROVISIONS.
WIDE BACKWALL AND 1 INCH EXPANSION JOINT AT EACH END.
18. FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN.
Arbor
Middle
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Town
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Town
128
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and
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-
CONSTRUCTION
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REF #: 09-012
DATE
PROJECT:
SE2C.027.00
ISSUE:
TYPICAL
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REVISIONS:
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DRAJWN BY:
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CHECKED BY:
DAVID RUGGLES, PE
STANDARDS AND SPECIFICATIONS
S 6
30' 15' 0 30'
SCALE: 1"=30' NORTH

— X:\2020\SE20.027.D0 ToHS - Arbor Creek Greenway\LD\Data Shared\Sent\To Stewart\SE20027 - TLB.dwg
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
ELIZABETH PHELPS,PE
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
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STANDARDS AND SPECIFICATIONS
30' 15' 0 30'
S 7
414
SCALE: 1"=30' NORTH

— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Data Shared \Sent\To Stewart\SE20027 - TLB.dwg
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DATE
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FOR CROSS SECTION A -A, SEE SHEET 5-5
PROJ.MGR:
DAVID RUGGLES, PE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
ELIZABETH PHELPS, PE
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY.
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL", SHEET 5-5.
STANDARDS AND SPECIFICATIONS
S 8
3RIDGE
52
30' 15' 0 30'
SCALE: 1"=30' NORTH

— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Data Shared \Sent\To Stewart\SE20027 - TLB.dwg
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FILL FACE
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PROJ.MGR:
DAVID RUGGLES, PE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
ELIZABETH PHELPS, PE
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY.
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL", SHEET S-5.
STANDARDS AND SPECIFICATIONS
S 9
3RIDGE
52
30' 15' 0 30'
SCALE: 1"=30' NORTH

— X:\2020\SE20.027.D0 ToHS - Arbor Creek Greenway\LD\Data Shared\Sent\To Stewart\SE20027 - TLB.dwg
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AGEESTOBEFFULLYEXACT
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ly Springs
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- -
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SECTION
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PROJ.MGR:
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
3RIDGE
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DRAWN BY:
ELIZABETH PHELPS, PE
(CONCRETE COLLAR NOT SHOWN FOR CLARITY°
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL°")
STANDARDS AND SPECIFICATIONS
30' 15' 0 30'
"
—
0 S
SCALE: 1"=30' NORTH

NOTESs
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ALL SCREWS, BOLTS, NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED.
THE LOCATION OF POST FOOTINGS AND END BLOCKS ARE TO BE FIELD VERIFIED.DEVIATIONS FROM
PLAN DIMENSIONS ARE TO BE APPROVED BY THE ENGINEER.
END OF APPROACH RAIL SHALL BE AT LEAST 2'-0"FROM EDGE OF GREENWAY WITH A MINIMUM ANGLE
OF 15 DEGREES.
THE APPROACH RAIL SET BID ITEM INCLUDES (4)FOUR RAILS FOR A PARTICULAR INSTALLATION AT
EACH STRUCTURE AND INCLUDES CONCRETE POST SUPPORTS. FOR APPROACH RAIL SET,SEE SPECIAL
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I I SUTE60U
RALEIGH, NC 27603
PHONE [phone]
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PROVISIONS.
APPROACH RAIL SETS ARE REQUIRED AT EACH CORNER OF BRIDGE 1 & BRIDGE 2 FOR THIS PROJECT81
(2 SETS TOTAL).
811 m 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILTIES ARE SHOWN IN AN
VERIFIED BY THE
APPROXIMATEITS WAY ONLY AND HAVE NOT BEEN OR SHALT DETERMINE
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
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128 S. Main Street
MATCH APPROACH RAIL MATERIALS
AND RAIL SPACING TO
PRE -MANUFACTURED BRIDGE
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PEDESTRIAN
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
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BY::
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TH PHEL S,
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3
IDGE
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STANDARDS AND SPECIFICATIONS
30' 15' D 30'
411
SCALE: 1 " = 30' NORTH

— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Data Shared \Sent\To Stewart\SE20027 - TLB.dwg
PREMANUFACTURED
S=PI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
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#4
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APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
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ROOFING FELT TO
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
GEOTEXTILE FABRIC AROUND STONE
:—.
PREVENT BOND
b
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
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# 7 8 M
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CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
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1 — 0
1 1-0"
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
BRIDGE \
& W.P.
END APPROACH
SLAB
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
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FOR CURVED ALIGNMENT
— —CC1C�
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-
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COMPACTED
SUBGRADE APPROACH
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END
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Town of Holly Springs
Parks and Recreation
SECTION
B-3
(END BENT 1 SHOWN, END BENT 2 SIMILAR)
ABC EXTENDS 2 FT. BEYOND
APPROACH SLAB (ALL SIDES) NOTE: IF APPROACH SLAB LIES ON A HORIZONTAL CURVE
MEASURE 10' ALONG -X- FROM FRONT FACE OF BACKWALL AND
SPLAY REINFORCEMENT AT 12"MAX. SPACING ACCORDING TO RADIUS■
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
101-0"
APPROACH
6"F
#4 BARS
212" CTS.
6"
SLAB ELEVATIONS
CONSTRUCTION
CONCRETE
APPROACH SLAB
BRIDGE
END BENT 1 LOCATION
ELEVATION
END BENT 2 LOCATION
ELEVATION
DRAWINGS
-A- STA. 42+28.92
346.80
-A- STA. 43+61.08
347.00
REF #: 09-012
z
.
DATE
I --I
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51
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PROJECT:
SE2CO27-00
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346.80
ISSUE:
MT
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JT NOT CONSIDERED
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FINAL
UNLESS ALL
SIGNATURES COvPLETED
COMPACTED SUBGRADE
PROJ.MGR:
DAVIDRUGGLES, PE
SECTION
AA
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
ELIZABETH PHELPS, PE
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
CENTER STEEL IN SLAB
(2"CLR■ MIN. EXCEPT AS NOTED)
TYPICAL
DETAILS
FOR
BRIDGE
APPROACH
SLABS
STANDARDS AND SPECIFICATIONS
S 1
2
30' 15' 0 30'
SCALE: 1"=30' NORTH

— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenwa"LID \Data Shared\Sent\To Stewart\SE20027 - TLB.dwg
STA\DARD
\OTES
S=PI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE I 919.789.9977
sepiinc.com
DESIG\
DATA
ALLOWA\CE
FOR
DEAD
LOAD
DEFLECTION,
SETTLE
v
E\T9
HA`
DRAILS
ADD
POSTS
AA5•HTO• (CURRENTi
ETC.
I\
CASTI\G
S�PERSTRUCT,RESa
METAL STANDARDS AND FACES OF THE CONCRETE END PO5T5BEFOREYOUDIG
811.SPECIFICATIONS
LIVE LOAD
SEE PLANS BRIDGES SHALL BE
SLABS, CURBS AND PARAPETS
BUILT
FOR THE METAL
ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS
SHALL CONFORM TO THE GRADE OR CURVE. OTHERWISE SHOWN
FOR THE LOCATION OF
UNDERGROUNDFACIUnES
Icnowwl,Call ab below.
before you dig.
IMPACT
STRESS IN
STRUCTURAL
ALLOWANCE
EXTREME
SEE A•A•S•HJT•O• ALL DIMENSIONS WHICH
FIBER OF DEFLECTIONS ARE DIMENSIONS
STEEL - AASHTO M270 GRADE 36 - - 20,000 LBS• PER SO.IN. ON PLANS. IN SETTING FORMS
ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED
WITH THE ALUMINUM
AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
THE LOCATIONS OF EXISTING UNDERGROUND UTILRIESARE SHOWN INAN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWCTLOCAIONOER OR ITS FALLEXISTINGUTILITIES ECONTRA0RECCTOR MMELL NCINGWTERMINE HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
AGREES HT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TOIDACTLYLOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
GIRDER BRIDGES, ADJUSTMENTS
- AASHTO M270 GRADE 50W - - 27,000 LBS• PER SO.IN. FOR THE ELEVATIONS SHOWN.
SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS METAL HANDRAILS SHALL 3E IN ACCORDANCE WITH THE PLANS.
WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING RAILS SHALL BE
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
UP TO THE SLAB, THE VERTICAL
- AASHTO M270 GRADE 50 - - 27,000 LBS• PER SO.IN. BETWEEN BEARINGS TO COMPENSATE
ORDINATE, AND ACTUAL BEAM
DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED AS MANUFACTURED FOR BRIDGE RAILING.THE
CASTINGS SHALL BE OF A
FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE UNIFORM APPEARANCE.
CAMBER. WHERE BOTTOM OF SLAB I5 IN LINE WITH FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
INTTHERERWONRK
S FETYOFF ANYARBTHE YISOTRUCOTURES ONSENGOF AGED
REINFORCING
CONCRETE
IN
STEEL IN TENSION - GRADE 60 - - - 24,000 LBS•PER SO. IN• BOTTOM OF TOP FLANGES,
TO COMPENSATE FOR DEAD
COMPRESSION 1,200 LBS•PER SO. IN• ACTUAL BEAM CAMBER.
DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED OTHERWISE SHALL BE
LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE
COMPLETED CASTING SHALL
CONCRETE
STRUCTURAL
COMPRESSION
IN
SHEAR SEE A•A•S•H•T•O• IN SETTING FALSEWORK
ALLOWANCE SHALL BE MADE
AND PERMANENT CAMBER
TIMBER - TREATED OR UNTREATEDMETAL
EXTREME FIBER STRESS - - - 1,800 LBS• PER SO. IN• ELEVATIONS SHOWN. AFTER
SHALL CONFORM TO THE
PERPENDICULAR TO GRAIN CONSTRUCTION ELEVATIONS
OF TIMBER 375 LBS• PER SO.IN.
WHICH
PROFILE
BE
AND FORMS FOR REINFORCED CONCRETE SPANS, AN COLORING
FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK,
SHALL BE PROVIDED FOR IN ADDITION TO THE NOT
REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
AND ELEVATIONS SHOWN ON THE PLANS AND
FURNISHED BY THE ENGINEER•
SPECIAL
OBTAINED•CASTINGS
BE
RAILS
ACCEPTED•CERTIFIED
WILL
AND
NOTES:
POSTS.
WITH DISCOLORATIONS OR OF NON -UNIFORM
MILL REPORTS ARE REQUIRED FOR
Div
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- SEAL
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EQUIVALENT
MATERIAL
FLUID
AND
PRESSURE
WORK
OF
ANSHIPo
EARTH
DETAILED DRAWINGS
30 LBS• PER CU• FT• AND ANY STRUCTURE OR
(MINIMUM) BE SUBMITTED TO THE ENGINEER
FALSEWORK OR FORMS IS
PARTS
STARTED.
FOR FALSEWORK OR FORKS FOR BRIDGE SUPERSTRUCTURE
OF A STRUCTURE AS NOTED ON THE PLANS SHALL GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET
FOR APPROVAL BEFORE CONSTRUCTION OF THE OF NOTES SHALL
GOVERN OVER THE SPECIFICATIONS,BUT THE REMAINDER OF THE
PLANSVENOTESSHALGOVERN
OVER HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER
R. 0
r—DacuSigned II/3/2021
4 d��S
\—C462768DF412422..
S23S.WESTST.
�� suITE:17Da
LEIGH, NC
REI\FORCING
STEEL
ALL. SEE
SPECIFICATIONS ARTICLE
STEWART TT(919)380-87076U3
EXCEPT
PROVISIONS,
A5 MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL
105-4•
REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
COPYRIGHT©2p21
SEPI ENGINEERING &CONSTRUCTION, INC
THE
N. C•
BE
O
2018
DEPARTMENT
STEEL
HOT
\ C
ROLLED.
R
"STANDARD
E
SHEET
T
SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE PLACEMENT
OF TRANSPORTATION• IN THE PLANS.
TO OUT AS
PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
WIRE
INDICATED
E D LINES, THEY
BE LAPPED
OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
INDICATED ON PLANS.
BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
TO LOCK LEGS ON ADJOINING PIECES•
Arbor
Middle
Greenway
Creek
Creek
-
UNLESS
USED FOR
OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE
ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: S
T
lJ C
T
,
R A
L STEEL
Town of Holly Springs
Parks and Recreation
CLASS
ABUTMENT
BE
CO
USED
\l C
AA
CONCRETE
FOR
E
BACKWALLS,
T
SLOPE
E C
H A
SHALL
PROTECTION
VI
AND
F
E
BE USED IN BRIDGE SUPERSTRUCTURES,
APPROACH SLABS; AND CLASS B CONCRETE SHALL AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8"0 SHEAR STUDS FOR THE
AND RIP RAP. Y4"0 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
THE RATE OF 3 - 7/3" 0 STUDS FOR 4 - / ui 0 STUDS, AND STUD SPACING CHANGES
S o SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7//" 0 STUDS
ALONG THE BEAM AS SHOWN FOR /4 0 STUDS BASED ON THE RATIO OF 3 - /�
UNLESS
STRUCTURES
TOP CORNERS
INTO CURB
STUDS FOR 4 - 3/4" 0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0"•
SHALL BE CHAMFERED Y4"WITH THE FOLLOWING EXCEPTIONS:
OF CURBS MAY 3E ROUNDED TO 11/2"RADIUS WHICH IS BUILT EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
SHALL
ON PLANS;
AND TOPS
BE ROUNDED WITH A '/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/6"IN THICKNESS AND
OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A '/4"RADIUS DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2"OR A THICKNESS
WITH
DOWELS:
A
FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. EQUAL TO 2 TIMES THE FLANGE THICKNESS• THE SIZE OF FILLET WELDS SHALL CONFORM
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE".
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
CONSTRUCTION
DRAWINGS
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
REF #: 09-012
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
DATE
BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY /6INCH OR
PROJECT:
5E20.027.00
PLACE WITH 1:2 CEMENT MORTAR. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTINGS GALVANIZING,
ISSUE:
OR METALLIZING.
. APRIL 12,.2019
REVISIONS:
DOCUMENT NOT CONSIDERED
•
FI\AL
UNLESS ALL
•
SIGNATURES COvPLETED
•
PALL
DAVIDRHPHELPSGGLES, PE
CONSTRUCTION SHALL BE IN ACCORDANCE
DRAJWN BY:
DRAWN BY:
ELI2ABETH PHELPS, PE
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
STANDARDS AND SPECIFICATIONS
"
S 13
30' 15' 0 30'
410
SCALE. 1"= 30' NORTH

ARBOR CREEK GREENWAY
GENERAL NOTES
1. This structure has been designed in accordance with the project architects plan layout
and guidelines. Suitability for access and intended usage shall be the responsibility of the
architect.
2. Vehicular access larger than the design live load shall be limited by permanent
physical means_
3. Prior to construction the contractor shall verify all elevations through the project
architect_
4_ Only PermaTrak North America may provide the precast structure shown on these
plans.
DESIGN DATA
1. Boardwalk shall be designed in accordance with the
AASHTO LRFD bridge design specifications and the
LRFD guide specification for the design of pedestrian
bridges.
Design Live Load: Pedestrian Loading - 90 psf Uniform
Vehicular Loading - H-5 Truck (10,000 Ibs)
2. Foundation design shown on these plans have been
base upon the geotechnical recommendations provided
by S&ME Inc. in a report dated April 9, 2021 & November 18, 2021
3. Abutments and piers shall be designed for lateral
earth pressure, live load surcharge and structure loads.
Allowable bearing pressure for Structures A & B - on partially weathered rock : 6000 psf.
Allowable bearing pressure for Structure C - on structural fill: 2500 psf.
4. Railing shall be designed in accordance with LRFD
Guide Specification For The Design Of Pedestrian Bridges.
MATERIAL
1. All bolts, nuts, washers, and hardware shall be hot dipped galvanized after fabrication
in accordance with ASTM A153.
2. Handrail posts will be Timber. See architectural drawings by Stewart for design
information.
3. Connection/splices of posts and rails shall be welded and protected with galvanizing
paint per ASTM A780.
4. Cast -in -place concrete shall have a 28-day concrete compressive strength of 4000 psi.
5. All foundation reinforcing shall be Grade 60 conforming to ASTM A615.
PROJECT COMPONENTS
SUPPLIED BY PERMATRAK
PRECAST CONCRETE TREADS
PRECAST CONCRETE BEAMS
PRECAST CONCRETE CAPS
RUBBER LEVELING PADS
3/4" DIAMETER THREADED BARS WITH NUTS AND WASHERS (BEAM TO PIER CONNECTION)
4X6 TIMBER POST BRACKET AND CONNECTION TO TREAD HARDWARE
CLIP ANGLES AND CONNECTION HARDWARE
SUPPLIED BY CONTRACTOR
SHIMS AND NON -SHRINK GROUT (LEVELING FOR PRECAST COMPONENTS)
RAILING AND CONNECTION HARDWARE
CAST IN PLACE CONCRETE
3/4" DIAMETER x 12" LONG H.D_ GALVANIZED HEXHEAD LAGSCREW (CAP TO PILE CONNECTION)
BOARDWALK STRUCTURES - APPROXIMATE NUMBER OF COMPONENTS REQUIRED*
BOARDWALK
ID
ALIGNMENT
STARTING
STATION
ENDING
STATION
BOARDWALK
LENGTH
PERMATRAK BEAM
PROFILE
#BEAMS
# OF PIERS
ALLOWABLE
BEARING
CAPAC[LY
FOUNDATION
DESIGN'
# CLIP
ANGLES
RAILING LF
BEGINING
T/DECK El.
END TIDECK EL
A
A
109+47
111+37
190.00 FT +-
10" x 1'-2'
20
22
6000 PSF
'A
96
380.00 FT +-
332.00
332.00
B
A
115+37
115+87
50.00 FT +-
10" x 1' 2"
6
8
6000 PSF
'A
26
100.00 FT +-
335.00
335.00
C
X
11+70
12+20
50.00 FT +-
1'-0" XI-2"
6
8
2500 PSF
*B
26
100.00 FT +-
336.41
335.41
'Numbers shown in the table above are approximate and site conditions (such as existing utilities to be avoided) may cause variation in quantities shown
Note: Footings to Bear on Competent Soil required to meet the bearing pressure listed in the above table
*A- Per the Geotechnical Report, Partially weathered rock is anticipated within 5-6' below the existing grade - footings are
to bear on this competent rock with an assumed allowable bearing capacity of 6000 psf
- Per the Geotechnical Report, Footings are to bear on structural fill material anticiapated around elev. 325.0.
Contractor is to confirm that soil is competent and can meet the required bearing pressure of 25130 psf
Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975
©2014 by PennaTraka this
drawing contaMs information
Mat is proprietary to and
property of PennaTrak® and
hall be kept confidential. No
duplication or distribution of this
drawing may be made without.
the express written consent or
PermaTrak® except for the
limited purposes set forth in the
contract between PermaTrak®
and party for whom this
drawing was made.
6
5
4
3
PREPARED FOR:
Stewart Engineering
2
1
NO.
DATE
DESCRIPTION
EY:
FOR BIDDING
;!`iiitfi��~*~ii•��
PermaTra
The Concrete Boardwalk Company
www.permatrak.com TEL: [phone]
OFFICE LOCATIONS
FLORIDA
TEXAS
LOUISIANA
NORTH CAROLINA
OHIO
PROJECT TITLE:
ARBOR CREEK GREENWAY
Holly Springs, NC
JOB NUMBER: 2020-1484
DATE: 12/01/2021
DESIGNED BY: CAP
DRAWN BY: CAP
CHECKED BY: KAS
SHEET NO.
PTO 1

Varies - see table on sheet PT01
5 1/2' Thick x 1'-11 7/8' Wide x 11-3" Long
Precast Concrete PermaTrak Treads
Plus Joints @ 1/8"+- Per Joint
PermaTrak
Beam (Typ.)
r
TBDRailing
By Others (Typ-)
Timber Railing [Typ.]
See Architectural Drawings by
Stewart for more details
DETAI
1 Vx1-2'
PermaTrak Beam (Typ-)
DETAI
18"0 Pier
Concrete Pier (Typ-)
x 3'-0' Square
Footing (TYp-)
0
r
r
PermaTrak Pedestal Cap
10" Dia- Timber Pile
1'-0' 1-0"
1,
10'-0" Clear
.1
.I
l�n
I li
n
'\
I
5 1/2"x2'-11 7/8'
PermaTrak Tread
Approximate
Grade Line
TYPICAT SECTION - FOUNDATION DESIGN A
Scale =1/2"=1'-0"
Structures A & B - max 20'-0' spans
0
}
0
BOARDWALK PLAN
Scale = 1/4' = 1-0'
Note:
Overhang May Vary- However,
Maximum Overhang From Center
Line of Beam To Edge Of Tread
Shall Not Exceed 2-0"-
r
0 0 -- 0
0
='r
0
NOTE:
Plan View Is Shown For Preliminary Discussion Purposes Number of Precast Components
And Number of Piers Shown In Plan View Are Preliminary And Subject To Change Due To
Site Conditions, Field Conflicts and/or Curved Alignment.
Timber Railing (Typ-)
See Architectural Drawings by
Stewart for more details
DETAI
12' X 1'-2'
PemlaTrak Beam (Typ-)
DETAI
18"0 Pier
Concrete Pier Typ-j -
5'-0' x 5'-0' Square
Footing (Typ-)
TYPICAL SECTION
1'-0' 1'-0"
1,
10'-0" Clear
1
Lik
�.
ill
IIn
.�n-\
n
'\`
1 V
I
f
Boardwalk
5 1/2' X 2' 11 7/8"
PermaTrak Tread
Approximate Grade Line
- FOUNDATION DESIGN B
Scale =117=1'-0"
Structure C - max 25'-0' Spans
Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975
©2014 by PermaTrak® this
drawing oontais information
Nat is proprietary to and
property of PennaTrak® and
hall be kept confidential. No
duplication or distribution of this
drawing may be made without
the express written consent or
PermaTrak® except for the
limited purposes set forth in the
contract between PermaTrak®
and party for whom this
drawing was made-
6
4
3
PREPARED FOR:
Stewart Engineering
2
1
NO.
DATE
DESCRIPTION
EY:
FOR BIDDING
PermaTra
The Concrete Boardwalk Company
www.permatrak-com TEL: [phone]
OFFICE LOCATIONS
FLORIDA
TEXAS
LOUISIANA
NORTH CAROLINA
OHIO
PROJECT TITLE:
ARBOR CREEK GREENWAY
Holly Springs, NC
JOB NUMBER: 2020-1484
DATE: 12/01/2021
DESIGNED BY: CAP
DRAWN BY: CAP
CHECKED BY: KAS
SHEET NO-
PT02

Top Of Pier Elevation
If Greater than 6'-0',
contact PermaTrak for
confirmation and a
possible redesign
Approximate
Grade Line -
•
J
#5 @ 1'-0" o-c- a 1
Top & Bottom .' 1.4
ly
T--
U
in
4
1'-0" Hook
Rotate Hook as required
3'-0" x 3'-0"
'Note - Per the Geotechnical Report, Footings are to bear on competent
soil required to meet bearing pressures listed on page PT01
#3 @ 1'-0' o-c-
(1'-0" Lap)
6 - #6 Vertical
Equally Space
4 - #5 Top & Bottom
3^ CIT.
(TyP•)
7.
FOOTING REINFORCEMENT DETAIL - FOUNDATION A
Scale: 'I" =
FOUNDATION TYPE A - Structures A & B only
'A - Per the Geotechnical Report, Partially weathered rock is anticipated within 5-6' below the existing grade - footings are
to bear on this competent rock with an assumed allowable bearing capacity of 6000 psf
PermaTrak
Tread (Typ-)
PermaTrak
Beam
118" Rubber Leveling Pad
(Supplied By PermaTrak)
"Shim & Non -Shrink
Grout As Required
"Note:
Due to tolerances and variance in precast production and installation
accuracy, shimming and grouting may be required- Where required
the entire bearing area and void shall be shim and grouted with
non -shrink grout
TYPICAL SHIM/GROUT DETAIL
2 SECTION
PT03J Scale: 1 1/2" = 1-0"
Scale: Not To Scale (UNDER TREAD)
Top Of Pier Elevation
If Greater than 8'-0",
contact PermaTrak for
confirmation and a
possible redesign
ffi
Approximate
Grade Line -
4 d�
18'0 C-I-P- Pier
d c .
#5 @ I-0" o-c-
Top & Bottom
T 4
a
5 -#5 Top & Bottom
1'-0" Hook
Rotate Hbok as required
5-0" x 5"-0"
FOOTING REINFORCEMENT DETAIL - FOUNDATION B
Scale: I. = 1'-IT
FOUNDATION TYPE B - Structure C only
'Per the Geotechnical Report, Footings are to bear on strutcural till anticiapated around elev_ 325_0_ Contractor is to
confirm that soil is competent and can meet the required bearing pressure of 2500 psf
PermaTrak
Tread (fyp-)
118' Rubber Leveling Pad
(Supplied By PermaTrak)
PermaTrak
Beam
TYPICAL TREAD SPACING DETAIL
Scale: Not To Scale
Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975
©2014 by PermaTrak® this
drawing °entails information
Mat is proprietary to and
property of PennaTrak® and
hall be kept confidential. No
duplication or distribution of this
drawing may be made without
the express written consent or
PermaTrake except for the
limited purposes set forth in the
contract between PermaTrak®
and party for whom this
drawing was made.
6
5
4
3
PREPARED FOR:
Stewart Engineering
2
1
NO.
DATE
DESCRIPTION
EY:
FOR BIDDING
■ i i�.�
PermaTra
The Concrete Boardwalk Company
www.permatrak-corn TEL: [phone]
OFFICE LOCATIONS
FLORIDA
TEXAS
LOUISIANA
NORTH CAROLINA
OHIO
PROJECT TITLE:
ARBOR CREEK GREENWAY
Holly Springs, NC
JOB NUMBER: 2020-1484
DATE: 12/01/2021
DESIGNED BY: CAP
DRAWN BY: CAP
CHECKED BY: KAS
SHEET NO.
PTO

Notes:
1. Threaded Bar Shall Be Set In Epoxy Adhesive
Anchoring System.
2. Threaded Bar Shall Be Embedded A Minimum of
3" Deep.
3. Drilled Hole Shall Be 7/8' In Diameter.
4. Completely Cover The Threaded Bar, Nut and
Washer And Fill The Void Around The Threaded
Bar With Epoxy Adhesive Or Non -Shrink Grout.
Beginning Or Ending Of Boardwalk
Concrete Approach Slab
45° \-)1' 'II'
#4 Hook Bar @ 1 B" o.c.
Each Face
(2) Rows of 2-#4 Bars
114' PL (Galvanized)
Note: Curb And/Or Railing Not Shown For Clarity.
*See Site Drawings For Dimensioning,
Reinforcement, And Concrete Material
Requirements Of Approach Slab.
1/2" Expansion
Joint Material
CL314" Dia. Threaded
Bar With Nut & Washer
PermaTrak
Tread (Typ.)
1/4" Minimum m
& Non -Shrink Grou
As Required For
Uniform Bearing
I I
L--- J
Cast -In -Place Pier
TYPICAL APPROACH DETAIL
Scale: 1" =
t4x6 Post Bracket Gat.
Note:
Nominal Timber Post Size Is 4x6.
Actual Opening Between
Vertical Plates Is 3 10" x 5 10"
10" Dia. Galt'. Bolt
W/ Washer & Nut (Typ.)
DETAIL
Scale: 1 1/7 = 1'-0'
1/8' Rubber Leveling Pad
(Supplied By PermaTrak)
Approximate
Ground Line
Notes:
1. Connection Hardware & Preformed
Holes Supplied By PermaTrak (Typ_)_
2. Railing Supplied By Others (Typ.).
114' PL (Galvanized)
4x6 Post Bracket Galy.
3/8" Dia. Galt'. Bolt
W! Washer & Nut (Typ.)
1/2" Dia. Galt'. Bolt
WI Washer & Nut (Typ.)
5/8"
4x6 Post Bracket Galt'.
SECTION
Scale: 3' = 1'-0'
Beam Bearing Requirement: Beam Shall Bear A
Minimum Of 6" On Foundation System. Contact
PermaTrak Engineering If This Bearing Distance
Is Not Achieved.
`Note_ Curb And/Or Railing Not Shown For Clarity_
114' Mini
Grout As
Notes:
1. Threaded Bar Shall Be Set In Epoxy
Adhesive Anchoring System.
2. Threaded Bar Shall Be Embedded A
Minimum of 3' Deep.
3. Drilled Hole Shall Be 1" In Diameter.
4. Completely Cover The Threaded Bar,
Nut and Washer And Fill The Void
Around The Threaded Bar With Epoxy
Adhesive Or Non -Shrink Grout.
m Shim & Non-Shrink
For Uniform Bearing
Nut.
200
L6x6x318x0'4"
(Composite)
i1
Q 3/4' Dia. Threaded
Bar With Nut & Washer
PemlaTrak
Tread (Typ.)
1/8" Rubber Leveling Pad
(Supplied By PermaTrak)
I I
I I
L J
Cast -In -Place Pier
TYPICAL PIER CONNECTION DETAIL
Scale: 1'= 1'-0"
Vanes
CE 314"0 All Thread
Fiberglass Rods With
Secure With HIT-HY-
Epoxy Adhesive
Anchoring System.
Required Embedment
Into Precast Oft 3/4".
Indicates Supplied By
Boardwalk Manufacturer
and Installed by contractor
PermaTrak Tread*
Angle May Be Installed
On Opposite Side of Beam
If Site Conditions require
PermaTrak Beam'
Notes:
1. All holes shall be drilled by contractor.
2. One (1) Clip Angle is required on each end of any
tread with a handrail post attachment. Two (2) Clip
Angles total per individual tread U.N.D. in plan view.
TREAD TO BEAM CONNECTION
Scale: Not To Scale
Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975
©2014 by PennaTmk® this
drawing °entails information
Mat is proprietary to and
property of PennaTrak® and
hall be kept confidential. No
duplication or distribution of this
drawing may be made without
Cre express written consent or
PermaTrak® except for the
limited purposes set forth in the
contract between PermaTrak®
and party for whom this
drawing was made.
6
4
3
PREPARED FOR:
Stewart Engineering
2
1
NO.
DATE
DESCRIPTION
EY:
FOR BIDDING
PermaTra
The Concrete Boardwalk Company
www.permatrak.com TEL:[phone]
OFFICE LOCATIONS
FLORIDA
TEXAS
LOUISIANA
NORTH CAROLINA
OHIO
PROJECT TITLE:
ARBOR CREEK GREENWAY
Holly Springs, NC
JOB NUMBER: 2020-1484
DATE: 12f0112021
DESIGNED BY: CAP
DRAWN BY: CAP
CHECKED BY: KAS
SHEET NO.
PT04

ELEVATED PRECAST CONCRETE BOARDWALK
PROJECT SPECIFICATIONS V4-0 UPDAI'hl) AUGUST 2020
PRECAST CONCRETE BOARDWALK SYSTEM
PART 1-GENERAL
1-1 SUMMARY
A These specifications are for a precast concrete boardwalk and shall be regarded as minimum,
standards for this project- These specifications are based upon products designed and supplied by:
PermaTrak North America LLC
Ph: [phone]
Ph: 877-332-7862
www-peimatrak-com
Contact: Mr John Pyle
jpylenmatrak-con
This item shall also include the design, specification, and construction of a railing and foundation
system that is attached to the proposed boardwalk system_
1-2 ALTERNATE REQUIREMENTS: Alternates are allowed provided that the following
minimum standards and these "Precast Concrete Boardwalk System" specifications are net -
A "Minimum Standards' as outlined in section 1-3 below must be met-
B- A fully engineered drawing of the precast boardwalk system (including tread layout, structural
details designed for the design loads shown on the contract documents, foundation design, full
elevation view and layout) must be submitted 2 weeks before the bid date and signed and sealed by a
Professional Engineer licensed in the state of the above named project. Approved alternates will be
notified by addenda prior to the bid date- Only pre -approved alternates will be considered
C. Submission of complete design calculations that are signed and sealed by a licensed Professional
Engineer in the state of the above named project The design computations shall include references
to all applicable AASHTO code references, documentation of computer programs (including design
parameters), and a clearly detailed reinforcement rebar submittal (including sketches of all precast
concrete components-
D- Submittal must meet the requirements set forth in section 1-6a_
1-3 MINIMUM STANDARDS: The selected boardwalk shall have the following minimum
chardrtenstics:
A The precast system shall be designed as a modular flexible system allowing a prescribed settlement
at pia locations- Joints shall be designed for such movement to occur without damage to the
structural integrity of the system
B. Boardwalk system (beams, treads, and curbs if applicable) must be reinforced precast concrete. A
material change, inchuding cast -in -place concrete, is not considered an equal to the design shown on
the bid documents-
C- Walking surface (treads) shall be made of reinforced precast concrete, and supported by reinforced
precast concrete beams- Where applicable, edges of treads will receive precast concrete curbs-
7. Connectors for curbs (if applicable) to treads shall not be visible to boardwalk users while viewed 1.5
from the top of the walkway-
K All tread -to -beans connectors shall be non -corrosive, and hidden from view- Metallic tread -to -beam
connectors are not acceptable for this project-
L. Boardwalk supplier shall provide a field representative on site for a minimum of 2 days. Field
representative shall be knowledgeable in the installation of precast concrete boardwalks.
1.4 QUALITY ASSURANCE
D. Walking surface (finish) of top surface of treads shall have a forraliner finish with one of
PermaTrak's standard textures- Texture must be integral with the concrete and shall not be an applied
post pour wearing surface-
E_ Precast concrete treads shall be structural load bearing elements and shall interlock with one another
via a "tongue and groove" connection-
F. All precast shall consist of integrally colored concrete in a color selected by the owner from one of
PermaTrak's "standard colors"-
G- DESIGN LOADS: See PTO1 for pedestrian and vehicular design live loads
H. Treads shall maintain a "boardwalk appearance", specifically meaning each tread shall have a width
length ratio ranging from a minimum of 3:1 to a maximum of 14:1- Width is defined as the tread
dimension perpendicular to the normal direction of travel- Length is defined as the tread dimension
measured in the direction of travel
L Tread width shall be as noted on the contract drawings- Alignment should follow the horizontal and
vertical alignment shown on the contrail plans.
A The contractor performing the installation of the pile foundations shall have installed piles of size
and length similar to those shown on the plans fora minimum of three (3) years prior to the bid date
for this project- The contractor shall submit a list containing at least three (3) projects completed in D-
the last three (3) years on which the contractor has installed piles of a size and length similar to those
shown on the plans- The list of projects shall contain names and phone numbers of owner's
representatives who can verify the Contractor's participation on those projects-
B- Manufacturer Qualifications: Not less than 10 years experience in the actual production of precast
products as described below.
1. Components shall be factory fabricated and engineered by single entity- This entity shall be
registered to do business in the State of the project location_ 1 6
2- Boardwalk supplier (Pura meter) for the boardwalk shall have in-house color mixing facilities for
color pigmentation_
3_ Boardwalk supplier (Pua.asta) shall have either a minimum experience of 5 years or 50
boardwalk projects in design, production, and field consultation-
4- Boardwalk supplier (Prra.asta) must be certified by PCI or NPCA
5. Precast components must be manufactured with the use of hot rolled steel skin in reinforced
steel forms- Temporary (ie-, Timber) and/or single use forms are unacceptable unless approved
in writing by the Boardwalk Engineer.
C. AcceptablilityCritena for Treads and Curbs (if applicable): The finished visible (in the final installed
position) surface shall have no obvious imperfections other than minimal color or texture variations
from the approved samples or evidence of repairs when viewed in good typical daylight illumination
with the unaided naked eye at a 20 ft- viewing distance Appearance of the surface shall not be
evaluated when light is illuminating the surface from an extreme angle as it tends to accentuate the
minor surface irregularities. The following is a list of finish defects that shall be properly repaired, if
obvious when viewed at a 20 ft. distance- Patching (by a trained skilled concrete repair person) is an
acceptable repair method.
1. Ragged or irregular surfaces-
2- Excessive air voids (commonly called bug holes) larger than Y. in_ evident on the top surface of
the tread or curbs (if applicable).
3. Adjacent flat and return surfaces with greater texture and/or color differences than the approved
samples or mockups-
4- Casting and/or aggregate segregation lines evident from different concrete placement lifts and
consolidation_
5_ Visible mold joints or irregular surfaces-
6_ Rust stains on exposed surfaces-
7- Units with excessive variation in texture and/or color from the approved samples, within the
unit or compared with adjacent units-
8- Blocking stains evident on exposed surfaces-
9- Areas of backup concrete bleeding through the facing concrete.
10.Foreign material embedded in the surface.
11_ Visible repairs at a 20 ft- viewing distance.
12_ Reinforcement shadow lines-
13- Cracks visible at a 20 ft- viewings distance-
D- Installer Qualifications: Firm with 3 years experience in installation of systems similar in complexity
A
to those required for this Project- B
E. Mock -Up: Provide, if required by Architect` Engineer, a mock-up for evaluation of the boardwalk
showing the surface preparation techniques and application workmanship-
1. Finish areas designated by Architect 1 Engineer.
2. Do not proceed with remaining work until mock-up is accepted by Architect / Engineer.
3. Refinish mock-up area as required to produce acceptable work
DESIGN
A For applications requiring mininnvn disturbance due to tree roots or other existing objects specified
by the Owner to be avoided during construction, the Boardwalk Manufacturer requires the
Contractor or Engineer/Architect to provide a survey of the proposed boardwalk location identifying
items of interest inehuiing tree roots that cannot be dishubed per the Owner-
B- The designer of the boardwalk, foundation and railing system shall be a qualified registered
Professional Engineer licensed in the State of the project location and having a minimum of 20 years
of experience in the design of concrete structures, foundation and railing systems-
C. The foundation design shown on the boardwalk drawings are based recommendations found in the
geotechnical report entitled referenced on PTD 1 (if applicable).
DESIGN CRITERIA The design of the boardwalk and railing system shall comply with the
following guidelines:
1_ AASHTO LRFD Guide Specifications for The Design of Pedestrian Bridges, 2nd Edition_
2. AASHTO LRFD Bridge Design Specifications, 8th Edition-
3- American Concrete Institute - Building Cluck and Commentary, ACI 318-19 and ACI 318R 19-
4- In addition to the dead loads of the system, the structure shall be designed for the live loads
defined in Section 1-3.G above.
SUBMISSIONS: Prior to the start of fabrication or construction, the Contractor shall subunit to the
Engineer a design package, which shall inuhide, but is not limited to, the following:
FOR APPROVAL SUBMISSIONS: Prior to the start of fabrication or construction, the Contractor
shall submit to the Engineer a design package, which shall include but not limited to the following:
1. DETAILED PLANS:
a REGISTRATION / SEAL: Sealed by a licensed Professional Engineer in the state of the
project location_
b- PLAN VIEW: Full plan view of the boardwalk, foundation and railing system drawn to
scale The plan view must reflect the proposed horizontal alignment as shown on the
desigaPam-
c- ELEVATION VIEW: Full elevation view of the boardwalk, railing and foundation system
drawn to scale which retlect the actual vertical alignment- Elevation views shall indicate
the elevation at the top and bottom of the boardwalk and foundation system components,
horizontal and vertical break points, and location of the finished grade-
d DETAILS: Details of all boardwalk and railing system components and their connections
such as the length, size and where changes occur; onnections; etc-
e- CODE REFERENCE: Design parameters used along with AASHTO references.
2. DESIGN COMPUTATIONS (IF REQUIRED): computations shall:
a- Be stamped by a licensed Professional Engineer in the State of the project location_
b. Clearly refer to the applicable AASHTO provision-
s- Include documentation of computerprograms including all design parameters-
d Clearly show that all reinforced precast treads and beams meet AASHTO requirements for
the loading per Section 1-3-F-
e- Include sketches of reinforcement in treads and beams, shear and moment diagrams, and
all equations used shall be referenced to applicable code.
3- CONSTRUCTION SPECIFICATIONS:
a- Construction methods specific to the boardwalk vendor chosen- Submittal requirements
such as certification, quality and acceptancelrejection criteria shall be included. Details on
connection of boardwalk units and foundation system such that assurance of uniform load
transfer shall be checked.
FINALSUBMISSION: Once a boardwalk, foundation and railing systems design has been reviewed
and accepted by the Owner, the Contractor shall submit the final plans- The designer of the
boardwalk, foundation and railing system is responsible for the review of any drawings prepared for
fabrication_ One set of all approved shop drawings shall be submitted to the Engineer's permanent
records-
C- SUBMITTALS: Product Data: Submit Manufacturer's technical product data for railing components
and accessories-
Manufacturer to supply submittal drawings for approval to include the following:
1- Section-thru details.
2. Mounting methods.
3.Typical Elevations.
4- Key plan layout.
D. SHOP DRAWINGS: Shop drawings shalt
a- Be stamped by a licensed Professional Engineer in the State of the project locatio
b- Show actual field conditions and true elevation and location supplied after field
verification_
c- Clearly detail reinforcement in beams, treads and curbs including clear dimension from
concrete edge, size and amount of retar-
d- Clearly state concrete compressive strength, steel type and strength, and a listing of all
component weights including lifting locations-
1-7 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation_
B. Field Measurements: Where handrails and railings are indicated to fit to other construction, check
actual dimensions of other construction by accurate field measurements before fabrication; show
recorded measurements on final shop drawings:
1- Where field measurements cannot be made without delaying the railing fabrication and
delivery, obtain guaranteed dimensions in writing by the Contractor and proceed with
fabrication of products so as not to delay fabrication, delivery and installation
C. Coordinate fabrication and delivery schedule of handrails with construction progress and
sequence to avoid delay of railing installation-
e- Air entrained composed of Portland cement, fine and course aggregates, admixtures and
water- The air -entraining feature may be obtained by the use of either an air entraining
Portland cement or an air entraining admixture. The entrained air -content shall be not less
than four percent or more than seven percent-
1-8 WARRANTY:
A. Contractor will be responsible for installation defects associated with the boardwalk and abutment
components, foundation system, and railings for a period of 12 calendar months from the date of
final acceptance by the Owner.
B. Boardwalk manufacturer shall warranty all precast concrete components against defects in
material and workmanship for a period of 10 years-
C- Railing manufacturer shall warranty the railing against defects in materials and workmanship for a
period of 12 months-
1-9 MEASUREMENT AND PAYMENT
A. Precast concrete boardwalk, railings, and foundations shall be paid for at the contract hump sums
price as listed in the bid proposal for "Precast Concrete Boardwalk". This price shall include all
materials, equipment, labor and work necessary for and incidental to the design, construction,
delivery, unloading, assembly, and placement of the boardwalk and foundation as shown in the
contract plans including all railings on the superstructure.
PART 2-MATERIALS & TESTING
2.1 PRECAST CONCRETE shall conform to the following:
a- The minimum compressive strength of the concrete shall be 4000 psi measured at 28 days-
b- All precast concrete shall contain structural steel reinforcement as designed by the
Engineer of record-
s- All precast concrete components shall be air entrained composed of Portland cement, fine
and course aggregates, admixtures and water- The air -entraining feature may be obtained
by the use of either an air entraining Portland cement or an air entraining admixture The
entrained air -content shall be not less than for percent or more than seven percent
d- All reinforcing steel shall be standard uncoated steel conforming to ASTM A615
PART 3- FXFCUTION
1-1 PRECAST CONCRETE BOARDWALK
A. Installation of the precast concrete boardwalk system and railings, if applicable, shall be performed
in accordance to the approved plans and manufacturers installation instructions Boardwalk
manufacturer shall provide a field iepresentative to review installation instructions with the
Contractor and Engineer and to certify that the installation has been perfomed according to the
approved drawings and manufacturer's instructions.
PatentedProduct: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975
®2n14 by Perm aTraksi this
drawing contains i formaion
Nat is proprietary to and
property of PennaTrak® and
hall be kept confdenual. No
duplication ordisiribution of Nis
drawing may be made without
N e express written consent of
Pennarrake except for the
limited purposes set forth in the
contract between PermaTrak®
and party for whom this
drawing was made-
6
5
4
3
PREPARED FOR:
Stewart Engineering
2
1
NO.
DATE
DESCRIPTION
EY:
FOR BIDDING
PermaTra
The Concrete Boardwalk Company
www-permaTrak-com TEL: [phone]
OFFICE LOCATIONS
FLORIDA
TEXAS
LOUISIANA
NORTH CAROLINA
OHIO
PROJECT TITLE:
ARBOR CREEK GREENWAY
Holly Springs, NC
JOB NUMBER: 2020-1484
DATE: 12i01/2021
DESIGNED BY: CAP
DRAWN BY: CAP
CHECKED BY: KAS
SHEET NO
PrecastSpecs

— X:\2020\5E20.027.00 ToHS - Arbor Creek Greenway\LD\Data Shared \Sent\To Stewart\SE20027 - TLB.dwg
GENERAL NOTES:
OEM
S=PI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH. NC 27603
PHONE [phone]
sepiinc.com
10'-0" MIN. CLEAR WIDTH
1. BOARDWALKS ARE TO BE SUPPORTED ON 9" MIN. TIP DIAMETER PILING AND CONCRETE CAISSONS.
2. ALL TIMBER DIMENSIONS ARE BASED ON NOMINAL TIMBER SIZES.
3. ALL EXPOSED CORNERS OF 2X8 TOP RAILS SHALL BE FINISHED WITH 3/4" MINIMUM RADIUS.
3 WORKING DAYS
811 m BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
CaII before you dig.
2x8 RUB RAIL
CANTED 2X8 TOP RAIL PROVIDE 4. PRE -DRILLED HOLES MAY BE NECESSARY TO PREVENT SPLITTING OF TIMBERS DURING CONSTRUCTION. 2X6
(� DECKING TO BE ATTACHED TO JOISTS USING 3"X0/" GALVANIZED DECKMATE STAR FLAT HEAD WOOD DECK
30° TO HORIZONTAL $
PROVIDE 3/4" RADIUS CORNERS (TYP.) SCREWS (BEIGE COLOR). DECKING SHALL BE ATTACHED WITH TWO GALVANIZED OR STAINLESS STEEL SCREWS
THE LOCATIONS OFEXISTING ANDHERGROUNDUTILITIESARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
E THE
Emu OVs`NERORITI REPRESENTATIVE. THECONTRACTORCOMMENCIHALL NG WORK,
AGRESTOBEIONOFALLOISTINGFORANBAND CDAMEGESW WORK,AND
AGREES TO 8E FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
R'S FAILURE TO EXACTLY LOCATE AND
BE OCCASIONED BY THE PRESERVE ANY AND ALL LJNDERGROUDND UTILITIES.
(TYP.)
36" BLACK VINYL
COATED CHAIN LINK
o
T
T
■ AT EVERY JOIST.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NOR THE
IOASSUMEEITHER THEO
FENCE PANEL
I
I
5. ALL BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE
SHALL BEEXPECTED ANY RESPONSIBILITY FORER
BETWEEN POSTS
4 X6 POSTS @
_ =
WITH ASTM A153 UNLESS OTHERWISE NOTED. SIMPSON STRONG TIE CONNECTORS (WHERE USED) SHALL BE
GALVANIZED.
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
(TYP.)
2"x4" BOTTOM BAND
2X6 DECKING
(SEE NOTE 4)
�
�� 5'-0" O.C.
00
`y
}
*
6. TREATED TIMBER AND LUMBER SHALL BE USED AND SHALL BE IN ACCORDANCE WITH 2018 NCDOT STANDARD
SPECIFICATIONS, SECTION 1082 AND SHALL BE SOUTHERN PINE, GRADE 1 OR BETTER.
■
�'q R
7. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS
4i
L 3 DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
a..'...........
�:�oF� s5/oy�
SEAL r 's
Q
,
I
0 1
8. BASIS OF PAYMENT FOR THE BOARDWALK WILL BE AT THE CONTRACT UNIT PRICE PER LINEAR FEET FOR
TIMBER BOARDWALK, PER EACH FOR BOARDWALK POST AND FOOTING, AND WILL BE FULL COMPENSATION FOR
11725
o .... •F %•;•
9G
SIMPSON LSTA12 FLAT
°
STRAP 45 ANGLE
CONNECTING BLOCKING
@ PILE LOCATIONS TO
PILE CAP (TYP.)
FURNISHING ALL MATERIAL, LABOR, TOOLS, AND INCIDENTALS NECESSARY FOR INSTALLING IN PLACE.
9. X-BRACE TIMBER PILES IN THE TRANSVERSE DIRECTION IN ALL BAYS WHEN TOP OF BOARDWALK EXCEEDS 7-0
IN HEIGHT FROM TOP OF DECK TO GROUND SURFACE. ATTACH X-BRACING TO POSTS Wl 5/8" DIA. HEX BOLT AT
3/4"+ GALVANIZED CARRIAGE EACH END. FOR BRACING DETAILS SEE DWG. SB-4. NO ADDITIONAL PAYMENT WILL BE MADE FOR BRACING.
BOLTS (TYP.} BRACING COST SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS.
10. 2X4 BOTTOM BAND TO BE INSTALLED 3" ABOVE DECK SURFACE.
••://GIN-1:••
I� • ••.....• • ciC3
�DocuSlgnc R .
++ - /3/2021
P a ' . S
.:zraura z•zz .
223WESTST.
rjUITS.E 1700
S T E WA R T RALEIGH. NC 27603
T [phone]
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MATERIAL APPROVED BY THE NCDOT MATERIALS AND TESTS UNIT.
13. UNO = UNLESS NOTED OTHERWISE.
14. FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
Arbor
Middle
Greenway
Creek
Creek
-
SECTION A -A
15. FOR APPROACH RAILS, SEE SPECIAL PROVISIONS.
16. FOR TIMBER BOARDWALK, SEE SPECIAL PROVISIONS.
17. FOR CONCRETE APPROACH SLAB, SEE SPECIAL PROVISIONS.
18. STRUCTURAL FACTORED LOADS USED IN THE BOARDWALK DESIGN ARE AS FOLLOWS:
10 FOOT SPAN ADJACENT TO 10 FOOT SPAN:
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
BOARDWALK LOCATIONS
COMPRESSION 9.1 KIPS PER PILE (DEAD + LIVE)
Town of Holly Springs
BOARDWALK #
CHAIN
BEGIN STATION
ELEVATION
END STATION
ELEVATION
LENGTH
20' SPAN
25' SPAN
LATERAL 0.9 KIPS PER PILE
128 S. Main Street
A
-A-
109+47.00
332.0
111+37.00
332.0
190.00'
YES
-
Holly Springs, NC 27540
B
-A-
115+37.00
335.0
115+87.00
335.0
50.00'
YES
-
10 FOOT SPAN ADJACENT TO 20 FOOT SPAN:
COMPRESSION 14.2 KIPS PER PILE (DEAD + LIVE)
C
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11+70.00
336.41
12+20.00
335.41
50.00'
-
YES
LATERAL 1.4 KIPS PER PILE
NOTE: AT LEAST ONE TWENTY FT SPAN IS REQUIRED FOR EACH BOARDWALK. CONTRACTOR CAN CONSTRUCT 15 FOOT SPAN ADJACENT TO 25 FOOT SPAN:
REMAINING SPANS AT 10 FT OR 20 FT. SUPPORT LOCATIONS SUBJECT TO THE APPROVAL OF THE ENGINEER. COMPRESSION 18.0 KIPS PER PILE (DEAD +LIVE}
LATERAL 2.6 KIPS PER PILE
CONSTRUCTION
DRAWINGS
REF #: 09-012
19. FOR FOUNDATION NOTES, SEE SHEET SB-2.
DATE
PROJECT:
SE2C.027.00
ISSUE:
DESIGN LOADS
PEDESTRIAN LIVE LOAD 90 PSF
REVISIONS:
VEHICLE LIVE LOAD AASHTO H5
10,000 LBS.
WIND LOAD ON
DOCUME
JT NOT CONSIDERED
SUPERSTRUCTURE 35 PSF
FINAL
UNLESS A L L
SIGNATURES COvPLETED
PRAWN
DAVID PE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY::
THRUPHEL S,
ELIZABETH PHELPS, PE
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
TYPICAL
BOARDWALK
DETAILS
STANDARDS AND SPECIFICATIONS
30' 15' 0 30'
sB.1
SCALE: 1"=30' NORTH

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FOUNDATION NOTES:S
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FOOTINGS FOR BOARDWALKS A AND B SHALL BEAR ON WEATHERED ROCK AND ARE DESIGNED FOR
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AN ALLOWABLE PRESSURE OF 6000 PSF.
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
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9" MIN. TIP DIAM. TIMBER PILE
IF THREE FEET OF FOOTING EMBEDMENT CANNOT BE OBTAINED, USE ALTERNATE FOOTING DETAIL
3" MIN. ON SHEET SB-4.
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE60D
C 27603
PHONE
RALEIGH.NATURAL
19N9,7899977
UNDISTURBED
GROUND FOOTINGS FOR BOARDWALK C SHALL BEAR ON MATERIAL THAT WILL SUPPORT A MINIMUM BEARING
PRESSURE OF 2500 PSF.
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SECTION A -A
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
ELIZABETH PHELPS,PE
DOUBLE
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TIMBER
CAP
NAILING
PATTERN
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
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RAIL
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Greenway
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FOR SECTION A -A,
SEE SHEET SB-1
PROJ.MGR:
DAVID RUGGLES, PE
3X12 JOIST
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
ELIZABETH PHELPS, PE
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
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SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH. NC 27603
PHONE 1 919,789.9977
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4'-0" (25' SPAN)
REF #: 09-012
2 - 518"0 THRU BOLTS
PATE
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PROD. MGR:
DAVID RUGGLES, PE
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GLES,,PE
NOTE: ALL BOARDWALKS ARE LEVEL. THIS
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
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DETAIL IS ONLY APPLICABLE IF FIELD
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
ADJUSTMENTS ARE REQUIRED.
STANDARDS AND SPECIFICATIONS
3 0 ' 1 5 ' 0 30'
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SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
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BEAUFORT, SC I CHARLESTON, SC
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RALEIGH. NC 27603
PHONE 1919,789.9977
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REF #: 09-012
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DATE
SEE BEAM CONNECTION 2X4 BOTTOM BAND
3X12X12'-0" WING WALL BOARDS
PROJECT:
SE2C.027-00
TO TIMBER PILES DETAIL
(2 REQUIRED) (ABOVE AND BELOW CAP)
ISSUE:
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REVISIONS:
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ELEVATION VIEW 20 FT SPAN
-
-
DOCUMEJT
NOT CONSIDERED
FINAL
UNLESS ALL
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PRAJ.MGR:
PE
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
,
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DETAILS
FOR
15
FT
& 20
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BOARDWALK
UNIT
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED Y:
DLAVIDRUGGL SS PEE
STANDARDS AND SPECIFICATIONS
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WITH 4 - " THRU BOLTS (TYP.) JOISTS SHALL BE PARALLAM PLUS PSL BEAMS
SIMPSON JOIST
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILL I CHON 1 CHARSTON, OTTE
SC
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HUC416
HANGER (TYP. EA. JOIST)
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SUITABLE FOR EXTERIOR APPLICATIONS.
ALL HARDWARE SHALL BE GALVANIZED AND
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1 GLENWOOD AVE. I SUITE 600
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S T E WART T(919)380-8750
COPYRIGHT© 2021
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SIGNATURES COvPLETED
PEDESTRIAN LIVE LOAD 90 PSF
VEHICLE LIVE LOAD * 10,000 LB
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DETAILS
P
PROJ. MGR:
DAVID RUGGLES, PE
WIND LOAD ON
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
ELIZABETH PHELPS, PE
SUPERSTRUCTURE 35 PSF
NOTE: IF THE CONTRACTOR WANTS TO MODIFY BOARDWALK CAP CONNECTION TO MATCH
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
OTHER BOARDWALKS, DETAILS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
SUBMITTAL MUST INCLUDE CONNECTION CALCULATIONS THAT ARE SEALED BY A
PROFESSIONAL ENGINEER REGISTERED TO PRACTICE IN THE STATE OF NORTH CAROLINA.
STANDARDS AND SPECIFICATIONS
30' 15' 0 30'
sB.6
SCALE: 1"=30' NORTH

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SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH. NC 27603
PHONE [phone]
FOR NOTES, SEE SHEET SB-1
2 - 4" x 6" SCREWS, SCREW FROM
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PROJ.MGR:
DAVID RUGGLES, PE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY:
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ELIZABETHRU
TYPICAL
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SIZE
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128 S. Main Street
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CLASS AA CONCRETE 3.1 C.Y.
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REF #: 09-012
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NOTE: I III II III—II III III
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PROJECT:
SE2C 027.00
=1 =1 III III I =1 =11II ITI ffl I11 IIIII 1111=11I 1
PAYMENT FOR CONCRETE TRAIL AT EACH END OF BOARDWALK WILL BE MADE
ISSUE:
UNDER THE PAY ITEM "CONCRETE APPROACH SLAB". COMPACTED
SUBGRADE
CONCRETE APPROACH SLABS ARE REQUIRED AT THE BEGINNING AND END OF
BOARDWALKS A, B, AND C ASPHALT/CONCRETE CONNECTION
.
REVISIONS:
NOTE: GEOTEXTILE TO EXTEND FULL WIDTH OF TRANSITION.
COST OF GEOTEXTILE TO BE INCLUDED WITH THE PAY ITEM
"CONCRETE APPROACH SLABS".
DOCUME
JT NOT CONSIDERED
FINAL
UNLESS ALL
SIGNATURES COvPLETED
PRAWN
DAVID PE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DRAWN BY::
THRUPHEL S,
ELIZABETH PHELPS, PE
WITH ALL TOWN OF HOLLY SPRINGS AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
TYPICAL
DETAILS
FOR
BOARDWALK
APPROACH
STANDARDS AND SPECIFICATIONS
30' 15' 0 30'
s
B.8
SCALE: 1"=30' NORTH

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BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
below.
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SHOWING
BACK FACE OF RAILING,�/
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CONCRETE MIX
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AROUND POSTS I
1, -
1 ' 6 -
- 6
THE LOCATIONS OF EXISTING UNDERGROUND UTILTIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
•
"COMPACTED
CONCRETE
■ ■
END BLOCK
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
2 SAND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
OR
STONE
(TYP.)
WITH EMBEDDED 4 X 4
NOTICE:
CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWFER NOR THE
TYPICAL
30ARDWALK
APPROACH
RAIL
ELEIIATICN
SHALLBE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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4 X 4 POSTS & CONCRETE
POST SUPPORTS (TYP.)
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RALEIGH, NC
ST EWART T(919380417 07603
TYPICAL
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BOARDWALK
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COPYRIGHT© 2021
SEPI ENGINEERING &. CONSTRUCTION, INC
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TYPICAL
RAIL
PLAN
Arbor Creek
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Middle
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END OF
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ALL TREATED LUMBER FOR THE GUARDRAIL & POSTS SHALL MEET THE REQUIREMENTS OF SECTION 1082
OF THE NCDOT STANDARD SPECIFICATIONS.
ALL SCREWS, BOLTS, NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED.
Town of Holly Springs
Parks and Recreation
THE LOCATION OF POST FOOTINGS AND END BLOCKS ARE TO BE FIELD VERIFIED. DEVIATIONS FROM PLAN
DIMENSIONS ARE TO BE APPROVED BY THE ENGINEER.
SECTION
A -A
THE APPROACH RAIL SET INCLUDES FOUR RAILS FOR A PARTICULAR INSTALLATION. FOR APPROACH
RAIL SET, SEE SPECIAL PROVISIONS•
APPROACH RAILS ARE REQUIRED AT THE BEGINNING AND END OF ALL BOARDWALKS FOR THIS PROJECT.
PREPARED FOR:
(3 APPROACH RAIL SETS IN TOTAL)
END OF APPROACH RAIL SHALL BE AT LEAST 2'-0"FROM EDGE OF GREENWAY WITH A MINIMUM ANGLE
OF 15 DEGREES.
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
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PLAN
IF
4X4 POSTS
IN BACK OFRECESS
CONSTRUCTION
DRAWINGS
A A
1"CHAMFER
5" 1/q" CARRIAGE
REF #: O9-all
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x 1" 0 x %4" RECESS
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BOLT W/ NUT & WASHER
IN BACK OF POSTS
DATE
PROJECT:
SE2C.C27-CC
4X4 END RAIL
ISSUE:
��
2X5 RAIL 4X4 END RAIL
3-3V2 WOOD
111 �/q"CARRIAGE
5"x
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4 � SCREWS (TYP.)
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2X6 RAIL
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REVISIONS:
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2X6 RAIL 1�/"
2X6 RAIL
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DOCUMENT NOT CONSIDERED
4x4 SUPPORT
FI\AL
UNLESS ALL
BLOCK
•),
SIGNATURES COvPLETED
S
E C
T
I O
N
3-3
SECTION
C- C
3
PROJ. MGR:
DAVID RUGGLES, PE
2 X 6 RAIL;;,
ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH
DRAWN BY:
ELIZABETH PHELPS,PE
,,N,...
ALL TOWN OF HOLLY S AND NCDOT
CHECKED BY:
DAVID RUGGLES, PE
APPOACH
AIL
E
T A I
L S
STANDARDS ANDSPECIFICATIONS
CONNECTION
DETAILS
C
30' 15' 0 30
4101sB.9[
OUTSIDE VIEW )
SCALE: 1 " = 30' NORTH

ATTACHMENT G
OOOOOOOOOOOOOOO
000000000000000

µpi..irk
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M.Bartos,Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H Hamilton Deputy Secretary Kevin Ci ry
May 13,2020
Anna Reusche [e-mail]
SEPI,Inc.
1 Glenwood Avenue,Suite 600
Raleigh,NC 27603
Re: Construct Arbor Creek Greenway,Holly Springs,ER 20-0773
Dear Ms.Reusche:
Thank you for your March 25, 2020 email concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project.Therefore,we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley,environmental review coordinator,at 919-814-6579 or
environmental.review(afncdcr.gov. In all future communication concerning this project,please cite the above
referenced tracking number.
Sincerely,
12_,L,L,23, ):11L.dkai-
amona Bartos,Deputy
State Historic Preservation Officer
Location:109 East Jones Street;Raleigh NC 27601 Mailing Address:4617 Mail Service Center,Raleigh NC 27699-4617 Telephone/Fax:[phone]-6599

ATTACHMENT H
OOOOOOOOOOOOOOO
000000000000000

res
EBX-Neuse I,LLC Stream and Wetland Banks
Statement of Availability January 5, 2022
U.S.Army Corps of Engineers
Lyle Phillips
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest,NC 27587
Re Project:Arbor Creek Greenway
This document confirms that Town of Holly Springs(Applicant)for the Arbor Creek Greenway
(Project)has expressed an interest to utilize 1.43 Riparian Wetland Mitigation Credits from the EBX-
Neuse sponsored Neu-Con Wetland& Stream Umbrella Mitigation Bank,specifically wetland credits
from the Arrington Bridge Site,in the Neuse HUC 03020201.As the official Bank Sponsor,EBX-
Neuse I, LLC, attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured,and consequently are eligible to be used for alternate
purposes by the Bank Sponsor,until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three(3)days of receipt of the
purchase price.Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s),indicating the permit
number and the resource type secured by the applicant.A copy of the Mitigation Credit Transfer
Certificate,with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered,please contact me at 854-900-3222 or [e-mail].
Best Regards,
David Lath
Resource Environmental Solutions, LLC
701 E.Bay Street, Suite 306
Charleston, SC 29403