20170785 Ver 1_401 Application_20170627

W
Kimley>>> Horn
Transmittal
2 0 1 70 7 85
Date: June 26, 2017 Job Number: 015016170
Project Name: X CLT 132T Design
To: Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
We are sending these by
❑ U.S. Mail ® FedEx ❑ Hand Deliver
Other:
JUN z 7 2017 ,
We are sending you
®Attached ❑ Under separate cover via the following items:
Shop Drawings D Prints/Plans F-] Samples F-] Specifications E] Change Orders
® Other: 404/401 Pre -Construction Notification Package (NWP#27)
Copies
Date
No.
Description
4
06/26/2017
1
404/401 Pre -Construction Notification Package (NWP#27)
1
06/26/2017
2
PCN Application Fee Check
2
06/26/2017
3
Full -Size Plan Sheets
4
06/26/2017
4
Half -Size Plan Sheets
These are transmitted as checked below:
® For your use Approved as submitted F-] Resubmit 7 Copies for approval
As requested Approved as noted ® Submit F� Copies for distribution
For review and comment Returned for corrections F-] Return F-1 Corrected prints
Remarks:
If you have any questions, please feel free to contact me at 704-409-1802.
Copy to: File
Signed
Chris Tinklenberg, PWS

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name: Cross -Charlotte Trail - Brandywine Road to !)vola Road
2. Name of Property Owner/Applicant: City of Charlotte
3. Name of Consultant/Agent: Kimley-Horn & Associates, Inc.
*Agent authorization needs to be attached
4. Related/Previous Action ID number(s): N/A
5. Site Address: Brandywine Road to Tvvola Road
7. City: Charlotte
8. County: Mecklenburg
9. Lat: 35.165123 Long: -80.846275 (Decimal Degrees Please
10. Quadrangle Name: Charlotte East
11. Waterway: Little Sugar Creek
12. Watershed: HUC: 03050103
13. Requested Action:
X Nationwide Permit # 14&27 L_ -A
U
General Permit # D
X Jurisdictional Determination Request 2 7 zQ17Pre-Application Request (Mitigation Proposal) DE"2!1
The following information will be completed by the Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- 2017 Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Cross Charlotte Trail - Brandywine Road to Tyvola Road
2. Work Type: ❑Private 1:1 Institutional ❑✓ Government ❑Commercial
3. Project Description / Purpose [PCN Form B3d and 133e]:
The purpose of this project is to construct a greenway trail and implement natural channel design techniques in order to stabilize bed
and banks, increase dissolved oxygen, improve habitat diversity and to protect low-water trail crossings. This submittal is to request a
PJD and submit PNC pursuant to NWP 14 & 27 for the Cross Charlotte Trail - Brandywine Road to Tyvola Road segment.
4. Property Owner / Applicant [PCN Form A3 or A41: COC-E± POC: Erin Shanaberger
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Kimley-Horn; POC Mr. Chris Tinklenberg, PWS
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
Located along Little Sugar Creek (LSC) from Brandywine Road to Tyvola Road in Charlotte, North
Carolina
8. Project Location —Tax Parcel ID [PCN Form Bla]: Multiple -Linear Project
9. Project Location — County [PCN Form A2b]: Mecklenburg
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information — Nearest Waterbody [PCN Form B2a]: Little Sugar Creek
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: Lower Catawba (HUC 03050103)
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit #14 & 27
Regional General Permit #
✓ Jurisdictional Determination Request
Section 10 and 404 ❑
Pre -Application Request
Unauthorized Activity
Compliance
No Permit Required
Revised 20150602

Kimley»>Horn
June 22, 2017
Mr. David Shaeffer
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: 404/401 Pre -Construction Notification (NWP 14 & 27) &
Preliminary Jurisdictional Determination Request
Cross Charlotte Trail — Brandywine Road to Tyvola Road (62T)
Charlotte, Mecklenburg County, NC
Dear Mr. Shaeffer and Ms. Higgins:
On behalf of our client, The City of Charlotte, Engineering and Property Management (City or E&PM),
Kimley-Horn (KH) is submitting the enclosed joint Section 404/401 Preconstruction Notification for the
above referenced project for your review pursuant to Nationwide Permits 14 & 27 and General 401
Water Quality Certification numbers 4088 & 4087 as well as a Preliminary Jurisdictional
Determination (JD) request package for your review for the above referenced project. Authorization
is requested to construct a 12 -foot multi -use trail (i.e. greenway) along Little Sugar Creek as well as
in -stream enhancements to provide uplift to the aquatic environment while protecting greenway
infrastructure. The center of the project area is located at 35.165123°N, -80.846275°W. The
following information is included as part of this application submittal:
• Project Summary Sheet
• Pre -Construction Notification Form
Project Site Figures
■ Figure 1 —Vicinity
■ Figure 2 — USGS 7.5' Topo (Charlotte East Quadrangle)
■ Figure 3 — Meck. Co. SSURGO Soils (2016 Meck. Co. Aerial)
■ Figure 4 — PJD Field Sketch (2016 Meck. Co. Aerial)
■ Figure 5 — Proposed Conditions
■ Figure 6 — Representative Photographs Figure (by CWS)
• 70% Construction Plans of Proposed XCLT Trail — Brandywine Road to Tyvola Road
• Jurisdictional Determination Request Form
• Field Data Forms
■ NCDWR Stream Identification Forms
■ Wetland Determination Data Form — EM&P Region
• Project Site Photographs
• Agency Correspondence

Kimley>»Horn
Project Background
Page Z
This project area is defined as Little Sugar Creek (LSC) from Brandywine Road to Tyvola Road
located in the City of Charlotte, North Carolina (Figure 1). The Little Sugar Creek watershed currently
is a developing urban area. Per the U.S. Census Bureau, the population of Charlotte has increased
from 540,828 people in 2000 to 731,424 people in 2010. Based on historical aerials (1938, 1948,
1951, 1956, 1965, 1973, 1983, 1996, 2006, and 2008), most of the development in the watershed
occurred between 1973 and 1993. Over the last two decades, this watershed and Little Sugar Creek
have been a focus of the Charlotte -Mecklenburg Stormwater Services who has implement over a
dozen projects in the watershed focused on improving water quality in LSC. The watershed at the
downstream end of the project area is approximately 37 square miles. It is located in a developing
watershed and partially drains parts of urban and sub -urban Charlotte, NC. The North Carolina
Division of Water Resources (NC DWR) classifies Little Sugar Creek as a Class C water. The site is
located in the Catawba River Watershed (12 -digit Hydrologic Unit 030501030102).
The Cross -Charlotte Trail (XCLT) is a proposed 26 -mile greenway trail proposed to stretch from the
North-South Carolina state line, through the UNC Charlotte Campus and to the Cabarrus County line.
Through a partnership between the City of Charlotte and Mecklenburg County, this trail will connect
parks, landmarks, and major employment centers and will serve both passive and active recreational
opportunities for greenway users, while maintaining and preserving the natural aspects of the
corridor.
The 132T segment includes the construction of 1.5 miles of 12 -foot wide greenway trail and in -stream
enhancements located along Little Sugar Creek. This segment of trail will tie into the existing Little
Sugar Creek Greenway at Brandywine Road and will extend south to Tyvola Road. In general, the
26 -mile corridor will utilize existing and maintained sanitary sewer easement corridors in order to
reduce clearing impacts, however, the B2T section of XCLT is heavily constrained by a number of
factors including topography, access, grade -separation issues, aerial and above -ground utilities and
private commercial/residential properties.
Existing Conditions
The Preliminary JD information reflects site conditions evaluated by Kimley-Horn staff (Chris
Tinklenberg, PWS) and Carolina Wetland Services staff (Gregg Antemann, PWS) on December 1,
2014. The delineation was performed using a Trimble Geo7X sub -meter GPS to locate data form
locations. Stream centerlines, edge of water and Ordinary High Water Marks (OHWM) were obtained
from survey performed by CES Group Engineers, LLC.
North Carolina Division of Water Resources (NCDWR) stream identification methodology was used to
identify potentially jurisdictional streams. Complete stream forms, including NCDWR Methodology for
Identification of Intermittent and Perennial Streams and Their Origins, Version 4.11 (NCDWR,
September 2010) were completed for each stream. NCDWR Stream Classification Forms
representative of Streams A -C are attached (SCP1-SCP3). A Wetland Determination Data Form
representative of on-site non -jurisdictional upland areas is attached as DP1. See Figure 4 for
locations of the stream classification points and the upland Wetland Determination Data Form.
The project area is comprised of forested riparian areas paralleling Little Sugar Creek with adjacent
commercial and residential areas (Figure 2, attached). Typical on-site vegetation includes sweetgum
(Liquidambar styraciflua), red oak (Quercus rubra), American sycamore (Platanus occidentalis),
Japanese honeysuckle (Lonicera japonica), kudzu (Pueraria lobata), green ash (Fraxinus
pennsylvanica), glossy privet (Ligustrum lucidum), Chinese privet (Ligustrum sinense), English ivy

Kimley»>Horn
Pt�i�3
(Hedera helix), river cane (Arundinaria gigantea), golden bamboo (Phyllostachys aurea), poison ivy
(Toxicodendron radicans), greenbriar (Smilax rotundifolia), and various grasses (Festuca spp.).
Jurisdictional Delineation Results
The results of the on-site field investigation indicate that there are three jurisdictional stream channels
(Streams A -C) located within the project area (Figure 5b & 5d, attached). On -Site jurisdictional waters
drain to and include Little Sugar Creek. Little Sugar Creek is part of the Lower Catawba River Basin
(HUC 03050103) and is classified as "Class C Waters" by the NCDWR. According to the NCDWR,
Class C Waters are defined as: "Waters protected for uses such as secondary recreation, fishing,
wildlife, fish consumption, aquatic life including propagation, survival and maintenance of biological
integrity, and agriculture."
Perennial Relatively Permanent Waters (RPWs)
The results of the on-site field investigation indicate that there are two perennial RPWs (Streams A -B)
located within the project area (Figure 5d, attached). Stream A (Little Sugar Creek) originates off site
in the northern portion of the project area and flows southwest for approximately 8,188 If before
continuing off site. Stream B (Briar Creek) originates off site in the southern portion of the project
limits and flows west for approximately 200 If to a confluence with Stream A.
Stream A (R3UB1) exhibits evidence of strong continuity of channel bed and bank, strong in -channel
structure, strong particle size of stream substrate, strong evidence of grade control, strong
depositional bars or benches, strong evidence of recent alluvial deposits, strong evidence of sediment
on plants or debris, and strong evidence of organic debris lines or piles. Stream characteristics
indicate that continuous flow is present year-round in a typical year. Stream A scored a 42.5 out of a
possible 63 points on the NCDWR Stream Classification Form, indicating perennial status (SCP1,
attached).
Stream B (R3UB1) exhibits evidence of strong continuity of channel bed and bank, strong in -channel
structure, strong particle size of stream substrate, strong active/relict floodplain, and strong evidence
of organic debris lines or piles. Stream B also exhibits evidence of moderate depositional bars or
benches, moderate evidence of recent alluvial deposits, moderate sinuosity, and moderate grade
control. Biological sampling within Stream B revealed a weak presence of fish and a weak presence
of aquatic mollusks. Stream characteristics indicate that continuous flow is present year-round in a
typical year. Stream B scored a 40 out of a possible 63 points on the NCDWR Stream Classification
Form, indicating perennial status (SCP2, attached).
Seasonal Relatively Permanent Waters (RPWs)
The results of the on-site field investigation indicate that there is one seasonal RPW located within
the project area (Stream C). Stream C originates off site and flows south for approximately 104 If to a
confluence with Perennial RPW A (Figure 5, attached). Stream C (R4SB313) exhibits strong
continuity of bed and bank, strong evidence of sediment on plants or debris, moderate in -channel
structure, moderate particle size of stream substrate, moderate evidence of depositional bars and
benches, and moderate evidence of recent alluvial deposits. Stream C scored 28.5 out of a possible
63 points on the NCDWR Stream Classification Form, indicating seasonal status (SCP3, attached).

Kimley>>> Horn
Agency Correspondence
Cultural Resources
Pc,qe 4
A letter was forwarded to the North Carolina State Preservation Office (SHPO) on January 20, 2016
to determine the presence of any areas of architectural, historic, or archaeological significance that
would be affected by the project. A response was received from the SHPO on February 11, 2016
indicating that there are no known archaeological sites within the proposed project area. CWS also
consulted the SHPO online GIS service and found no sites of architectural, historic, or archaeological
significance within the project corridor. In addition, CWS consulted the Charlotte- Mecklenburg
County Historic Landmark Commission and found no properties adjacent to, or within, the project
limits.
Protected Species
A data review was conducted using North Carolina Natural Heritage Program (NCNHP) Data Explorer
on January 20, 2016 to determine the presence of any federally -listed, candidate endangered,
threatened species, or critical habitat located within the project area. Based on the NCNHP review,
there are no records of federally -protected species within the project limits or within a mile of the
project site. A copy of the data review report is attached. However, the recent listing of the Northern
long-eared bat (Myotis septentrionalis) now requires consultation with the United States Fish and
Wildlife Service (USFWS).
The Northern long-eared bat (NLEB) is one of the species of bats most impacted by the white -nose
syndrome disease. Habitat for the NLEB includes forested areas of any age, rocky areas with
boulders, and culverts greater than four feet wide. Due to recent population declines of almost 89%
caused by white -nose syndrome and continued spread of the disease, the NLEB now receives
protection as a Threatened species under the Endangered Species Act. A Threatened species is
defined as a taxon likely to become endangered within the foreseeable future throughout all or a
significant portion of its range.
This project takes place within the NLEB habitat range. Due to the nature of this project, a thin row of
trees and shrubs will be cleared along Little Sugar Creek totaling approximately 1.0 acre. Due to the
minimal clearing required, we believe this project may affect, but is not likely to adversely affect the
NLEB. A letter was forwarded to the USFWS requesting consultation regarding the NLEB on January
20, 2016. A response was received on January 20, 2016 from USFWS indicating that there are no
records for rare species, important natural communities, natural areas, or conservation/managed
areas within the proposed project boundary.
Proposed Impacts to Jurisdictional Waters
In order to protect users of the trail by eliminating at grade crossings of busy roads, the alignment is
proposed to pass through a culvert located beneath Park Road and East Woodlawn Road. East
Woodlawn and Park Roads are very busy thoroughfares. Moreover, the route is designed to be
compliant with the Americans with Disabilities Act (ADA) and Charlotte -Mecklenburg standards for
trails and pathways, thus requiring a maximum slope of approximately 5%. For this slope to be
maintained and for the route to pass beneath Brandywine Road, E Woodlawn Road and Park Road,
grading and construction activities associated with the trail installation will impact Little Sugar Creek
below the OHWM. These impacts will also allow for the preservation of mature canopy species along
the top of bank of Little Sugar Creek. A total loss of channel bed and stream function is not proposed

Kimley>>> Horn
Pt , e 5
by this project — only minor bank/bed impacts on one side, as the trail runs parallel and below OHWM
in a few locations (due to constraints).
The overall project includes the construction of approximately 8,100 linear feet of a 12 -foot wide
greenway trail. Streamside impacts below OHWM have been reduced to the maximum extent
practicable to minimize impacts to stream functions already degraded by the urban watershed. Two
sections of greenway will necessitate excavation and fill below the OHWM resulting in 966 linear feet
of permanent — no net loss of WoUS in order to construct the trail running parallel along the edge of
water, including applicable retaining walls, grading, and bank stabilization.
Natural channel design techniques will be implemented to install four rock cross -vanes and
associated constructed riffles at the low-water trail crossing locations. The purpose of the structures
will be to stabilize the bed and banks, increase dissolved oxygen concentrations, improve aquatic
habitat diversity, and to protect the low-water crossings from the hydraulic forces during storm events.
460 linear feet of stream enhancement (permanent — no net loss of WoUS) is proposed as part of
this project.
Due to the highly -constrained project area, it is necessary for a portion of the construction activities to
be conducted within the channel bed of LSC. Due to the size and drainage area of LSC, it is not
feasible to utilize measures, i.e. impervious dikes and pumped diversions, in order to work in dry
conditions. 4,700 linear feet of temporary stream impacts are requested to conduct construction
activities including tracked back -hoe access, where greenway construction from the banks is not
feasible. Temporary impacts have been minimized to the greatest extent practicable in order to meet
the needs of the project and do not pose adverse alterations to the existing channel bed. An
application to work in the wet will be submitted to NCDWR, Sediment and Erosion control which is
typical for these type of projects.
Compensatory Mitigation
As part of the pre -application process, the USACE recommended conducting an NC SAM evaluation
in order to qualitatively assess the existing conditions within areas of proposed stream -side impacts.
In addition, an assessment of these areas in the proposed conditions was completed to determine
what sub functions might be degraded, if any, as a result of the greenway construction. Based on the
results of the qualitative assessment, the USACE recommended developing a project specific
methodology for interpolating a quantitative value based on the qualitative assessment. The results
of the quantitative assessment were then utilized in determining the appropriate compensatory
mitigation requirements for impacts associated with the project.
Based on the results of the NC SAM evaluation and methodology for calculating compensatory
mitigation to offset stream -side area impacts, 36 stream credits will be purchased from the City of
Charlotte's Stream and Wetland Mitigation Bank for offsetting impacts associated with this project.
Based on the current rate schedule of $502 per linear foot, the project proposes mitigation payment in
the amount of $18,072.

Kimley>>> Horn
ria c 6
Please feel free to contact me at [phone] if you have any questions or if additional information
is necessary.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Chris Tinklenberg, PWS
Environmental Scientist
Attachments
Cc: Joe Frey, P.E.
Project Manager
City of Charlotte

Kimley>>> Horn
Project Summary Sheet
Project Name: Cross -Charlotte Trail — Brandywine Road to Tyvola Road (132T)
Applicant Name and Address: City of Charlotte
POC: Erin Shanaberger
Stream Channel
600 East Fourth Street
Open Water Wetland
Charlotte, NC 28202
NWP
Telephone Number: 704-336-3927
Perennial and/or Important
Type of Request: ® Nationwide PCN (NWP # 14 & 271 ❑ Individual Permit Application
® Jurisdictional Determination ❑ Other:
Aquatic Function
Included Attachments: ® Project Plans ® USGS Map
® NRCS Soil Survey
® Agent Authorization ® Delineation Sketch
❑ Delineation Survey
® Data Forms (Up & Wet) ® NCDWR Stream Forms
® USACE Stream Forms
❑ NCEEP Confirmation ® Aerial Photo
® Site Photos
® Agency Correspondence ❑ Other:
❑ Other:
Check if applicable: ❑ CAMA County ❑ Trout County
❑ Isolated Waters
❑ Section 7, ESA ❑ Section 106, NHPA
❑ EFH
❑ Mitigation Proposed (❑ NC EEP ❑ On -Site ❑ Off -Site ❑ Other)
County: Mecklenburg Nearest City/Town: Charlotte
Waterway: Little Sugar Creek
H.U.C.: 03050103
Property Size (acres): —31
Site Coordinates (in decimal degrees): 35.165123 ON
River Basin: Lower Catawba
USGS Quad Name: Charlotte East, NC
Approx. Size of Jurisdiction on Site (acres): 3.88ac
-80.846275 °W
Project Location: The project area parallels Little Sugar Creek from Brandywine Road to Twola Road in Charlotte, NC.
Site Description: Existing land use in the vicinity of the project includes forested riparian areas that parallel Little Sugar
Creek with adiacent commercial and residential areas.
Impact Summary (if applicable): The project will result in 966 linear feet of permanent -no net loss impacts to potential
non -wetland waters of the US. The proiect will result in permanent -no net loss impacts to 460 If of potential non -wetland
waters of the US from implementing natural channel design techniques to install four rock cross -vanes and associated
constructed riffles. 4,700 linear feet of temporary stream impacts are requested to conduct construction activities.
Kimley-Horn Contact: Chris Tinklenberg, PWS Direct Number: -[phone]
Email: chris.tinklenbergna,kimley-horn.com
Stream Channel
Open Water Wetland
NWP
(acres) (acres) Intermittent and/or Unimportant
Perennial and/or Important
Aquatic Function
Aquatic Function
#
Tem Perm.
Tem Perm.
Temp. Perm. Temp. Perm.
If ac If ac
If ac If Ac
14
966 0.25
27
460 0.21
14&27
4700 2.16
Total
Total Permanent — No Net Loss Impact to Waters of the U.S. (If/acres) 1,426/0.46
Kimley-Horn Contact: Chris Tinklenberg, PWS Direct Number: -[phone]
Email: chris.tinklenbergna,kimley-horn.com

OF W ATF9
O� OG Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 & 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes N No
For the record only for Corps Permit:
❑ Yes N No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Cross -Charlotte Trail — Brandywine Road to Tyvola Road (62T)
2b. County:
Mecklenburg
2c. Nearest municipality / town:
Charlotte
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
City of Charlotte and Right of Entry Agreements
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Public Agency
4b. Name:
Erin Shanaberger, WPIT
4c. Business name
(if applicable):
City of Charlotte, Engineering and Property Management
4d. Street address:
600 East Fourth Street
4e. City, state, zip:
Charlotte, NC 28202
4f. Telephone no.:
704-336-3927
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Chris Tinklenberg, PWS
5b. Business name
(if applicable):
Kimley-Horn and Associates
5c. Street address:
200 South Tryon Street, Suite 200
5d. City, state, zip:
Charlotte, NC 28202
5e. Telephone no.:
704-409-1802
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 14
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
City of Charlotte and Right of Entry Agreements
1 b. Site coordinates (in decimal degrees):
Latitude: 35.165123 Longitude: - 80.846275
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
31 acres (Project Boundary)
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Little Sugar Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Little Sugar Creek - Class "C"
2c. River basin:
Lower Catawba; NCDWR Subbasin 03-08-34; HUC
03050103
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
This project area is defined as Little Sugar Creek (LSC) from Brandywine Road to Tyvola Road located in the City of
Charlotte, North Carolina (Figure 1). The Little Sugar Creek watershed currently is a developing urban area. Per the
U.S. Census Bureau, the population of Charlotte has increased from 540,828 people in 2000 to 731,424 people in 2010.
Based on historical aerials (1938, 1948, 1951, 1956, 1965, 1973, 1983, 1996, 2006, and 2008), most of the development
in the watershed occurred between 1973 and 1993. Over the last two decades, this watershed and Little Sugar Creek
have been a focus of the Charlotte -Mecklenburg Stormwater Services who has implement over a dozen projects in the
watershed focused on improving water quality in LSC. The watershed at the downstream end of the project area is
approximately 37 square miles. It is located in a developing watershed and partially drains parts of urban and sub -urban
Charlotte, NC. The North Carolina Division of Water Resources (NC DWR) classifies Little Sugar Creek as a Class C
water. The site is located in the Catawba River Watershed (12 -digit Hydrologic Unit 030501030102).
The project area comprises forested riparian areas paralleling Little Sugar Creek with adjacent commercial and residential
areas. Typical on-site vegetation includes sweetgum (Liquidambarstyraciflua), red oak (Quercus rubra), American
sycamore (Platanus occidentalis), Japanese honeysuckle (Lonicera japonica), kudzu (Pueraria lobata), green ash
(Fraxinus pennsylvanica), glossy privet (Ligustrum lucidum), Chinese privet (Ligustrum sinense), English ivy (Hedera
helix), river cane (Arundinaria gigantea), golden bamboo (Phyllostachys aurea), poison ivy (Toxicodendron radicans),
greenbriar (Smilax rotundifolia), and various grasses (Festuca spp.).
Three jurisdictional stream channels (Streams A -C) located within the project area. On -Site jurisdictional waters drain to
and include Little Sugar Creek. Little Sugar Creek is part of the Lower Catawba River Basin (HUC 03050103) and is
classified as "Class C Waters" by the NCDWR. According to the NCDWR.
No jurisdictional wetlands were identified within the project area.
3b. List the total estimated acreage of all existing wetlands on the property:
Oac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The total length of all on-site streams is approximately 8.492 linear feet.
3d. Explain the purpose of the proposed project:
The purpose of the project to construct a greenway trail and implement natural channel design techniques in order to
stabilize bed and banks, increase dissolved oxygen, improve habitat diversity and to protect low-water trail crossings.
Page 4 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3e. Describe the overall project in detail, including the type of equipment to be used:
The Cross -Charlotte Trail (XCLT) is a proposed 26 -mile greenway trail proposed to stretch from the North-South Carolina
state line, through the UNC Charlotte Campus and to the Cabarrus County line. Through a partnership between the City
of Charlotte and Mecklenburg County, this trail will connect parks, landmarks, and major employment centers and will
serve both passive and active recreational opportunities for greenway users, while maintaining and preserving the natural
aspects of the corridor.
The B2T segment includes the construction of 1.5 miles of 12 -foot wide greenway trail and in -stream enhancements
located along Little Sugar Creek. This segment of trail will tie into the existing Little Sugar Creek Greenway at
Brandywine Road and will extend south to Tyvola Road. In general, the 26 -mile corridor will utilize existing and
maintained sanitary sewer easement corridors in order to reduce clearing impacts, however, the 62T section of XCLT is
heavily constrained by a number of factors including topography, access, grade -separation issues, aerial and above-
ground utilities and private commercial/residential properties.
In order to protect users of the trail by eliminating at grade crossings of busy roads, the alignment is proposed to pass
through a culvert located beneath Park Road and East Woodlawn Road. East Woodlawn and Park Roads are very busy
thoroughfares. Moreover, the route is designed to be compliant with the Americans with Disabilities Act (ADA) and
Charlotte -Mecklenburg standards for trails and pathways, thus requiring a maximum slope of approximately 5%. For this
slope to be maintained and for the route to pass beneath Brandywine Road, E Woodlawn Road and Park Road, grading
and construction activities associated with the trail installation will impact Little Sugar Creek below the OHWM. These
impacts will also allow for the preservation of mature canopy species along the top of bank of Little Sugar Creek. A total
loss of channel bed and stream function is not proposed by this project — only minor bank/bed impacts on one side, as the
trail runs parallel and below OHWM in a few locations (due to constraints).
The overall project includes the construction of approximately 8,100 linear feet of a 12 -foot wide greenway trail.
Streamside impacts below OHWM have been reduced to the maximum extent practicable to minimize impacts to stream
functions already degraded by the urban watershed. Two sections of greenway will necessitate excavation and fill below
the OHWM resulting in 966 linear feet of permanent — no net loss of WoUS in order to construct the trail running
parallel along the edge of water, including applicable retaining walls, grading, and bank stabilization.
Natural channel design techniques will be implemented to install four rock cross -vanes and associated constructed riffles
at the low-water trail crossing locations. The purpose of the structures will be to stabilize the bed and banks, increase
dissolved oxygen concentrations, improve aquatic habitat diversity, and to protect the low-water crossings from the
hydraulic forces during storm events. 460 linear feet of stream enhancement (permanent — no net loss of WoUS) is
proposed as part of this project.
Due to the highly -constrained project area, it is necessary for a portion of the construction activities to be conducted
within the channel bed of LSC. Due to the size and drainage area of LSC, it is not feasible to utilize measures, i.e.
impervious dikes and pumped diversions, in order to work in dry conditions. 4,700 linear feet of temporary stream
impacts are requested to conduct construction activities including tracked back -hoe access, where greenway
construction from the banks is not feasible. Temporary impacts have been minimized to the greatest extent practicable in
order to meet the needs of the project and do not pose adverse alterations to the existing channel bed. An application to
work in the wet will be submitted to NCDWR, Sediment and Erosion control which is typical for these type of projects.
Track hoes and other earth moving equipment is anticipated to be used on this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
EI Yes ®No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 5 of 14
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ® Yes ❑ No
6b. If yes, explain.
When complete, the Cross-Charlotte Trail will include 26 miles of trail and connectors. Currently, half of the overall trail is in
design or under construction. Per coordination with USACE and NCDWR, any impacts associated with future phases of the
project require compensatory mitigation, therefore, compensatory mitigation is proposed as part of this project. The City of
Charlotte will continue to address future phases of the project and mitigation requirements associated with those phases with
USACE and NCDWR when necessary.
Page 6 of 14
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 7 of 14
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P)
(if known)
DWQ — non -404, other)
(acres)
or Temporary
T
W ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g•
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P)
intermittent
DWQ — non -404,
width
(linear
or Temporary
(INT)?
other)
(feet)
feet)
(T)
Stream -side area
LSC — Impact 1
impact (below OHWM),
LSC
® PER
® Corps
20
622
® P ❑ T
construction of
❑ INT
® DWQ
(0.17ac)
greenway
Stream -side area
LSC — Impact 2
impact (below OHWM),
LSC
® PER
® Corps
20
344
® P ❑ T
construction of
❑ INT
® DWQ
(0.08ac)
greenway
Stream enhancement;
LSC — Impact 3
installation of
LSC
® PER
® Corps
20
90
® P F -1T
constructed riffle and
❑ INT
® DWQ
rock -cross vane
Stream enhancement;
LSC — Impact 4
installation of
LSC
® PER
® Corps
20
100
® P ❑ T
constructed riffle and
F-1INT®
DWQ
rock -cross vane
Stream enhancement;
LSC — Impact 5
installation of
LSC
® PER
® Corps
20
140
® P ❑ T
constructed riffle and
❑ INT
® DWQ
rock -cross vane n
Stream enhancement;
LSC — Impact 6
installation of
LSC
® PER
® Corps
20
130
® P ❑ T
constructed riffle and
❑ INT
® DWQ
rock -cross vane
Page 8 of 14
PCN Form — Version 1.3 December 10, 2008 Version

LSC —Impact 7
Temporary impacts
® PER
® Corps
❑ P ®T
necessary to conduct
LSC
[_1 INT
®DWQ
20
4,700
construction activities
3h. Total stream and tributary impacts
6,126
3i. Comments: Two sections of greenway will necessitate excavation and fill below the OHWM resulting in 966 linear feet of
permanent — no net loss of WoUS in order to construct the trail running parallel along the edge of water, including applicable
retaining walls, grading, and bank stabilization (Impacts 1-2). Natural channel design techniques will be implemented to install
four rock cross-vanes and associated constructed riffles at the low-water trail crossing locations resulting in 460 linear feet of
permanent — no net loss of WoUS (Impacts 3-6). 4,700 linear feet of temporary construction impacts are necessary to
conduct construction activities including tracked back-hoe access, where greenway construction from the banks is not
feasible. The project will not result in a linear loss of WoUS, however, 0.25 acres of permanent stream-side area impacts
below the OHWM are necessary to construct the greenway trail.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
— Permanent
(P) or
Temporary
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then com tete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 9 of 14
PCN Form —Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse E] Tar -Pamlico El Other:
Project is in which protected basin?
® Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
for impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
B1 ❑P❑T
EI Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoidance and minimization efforts for the greenway include the avoidance of 555 linear feet of imacts below the
OHWM/stream-side area in two locations. The project will construct approximately 930 feet of elevated boardwalk in order to
avoid additional stream impacts. Moreover, instead of installing culverted crossings within LSC, the project is proposing four
low-water crossings and to install in -stream structures around those crossings in order to protect the infrasture as well as to
provide aquatic uplift.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary impacts have been minimized to the greatest extent practicable in order to meet the needs of the project and do
not pose adverse alterations to the existing channel bed. Erosion control measures implemented during construction of the
greenway will be removed immediatedly following the activity and any disturbance will be returned to preconstruction
conditions. Temporary bridge crossings will be utilized along haul roads in order to avoid additional temporary stream
impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
® Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: City of Charlotte Stream and Wetland Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type Stream
Quantity 36
Page 10 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments: As part of the pre -application process, the USACE recommended conducting an NC SAM evaluation in order
to qualitatively assess the existing conditions within areas of proposed stream -side impacts. In addition, an assessment of
these areas in the proposed conditions was completed to determine what sub functions might be degraded, if any, as a result
of the greenway construction. Based on the results of the qualitative assessment, the USACE recommended developing a
project specific methodology for interpolating a quantitative value based on the qualitative assessment. The results of the
quantitative assessment were then utilized in determining the appropriate compensatory mitigation requirements for impacts
associated with the project.
Based on the results of the NC SAM evaluation and methodology for calculating compensatory mitigation to offset stream -
side area impacts, 36 stream credits will be purchased from the City of Charlotte's Stream and Wetland Mitigation Bank for
offsetting impacts associated with this project.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 11 of 14
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<5%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: B2T is a linear facility and Little Sugar
Creek has been grandfathered, therefore, the project is being treated as one facility and is not subject to the additional
impervious built upon area requirements
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 12 of 14
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 13 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A review of the North Carolina Natural Heritage Program (NCNHP) database on January 14, 2016 did not indicate known
occurences of threatened or endangered species within the project boundary. Additionally, a letter from USWFS dated
February 22, 2016, concurred that no listed species or their habitats are present within the project boundary.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NCNHP element occurrence database did not indicate the presence of EFH within the project boundary.
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
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A letter from the North Carolina State Historic Preservation Office (SHPO) dated February 11, 2016 states that there are
no known archeological sites within the project area, however, the project will occur within the National Register -eligible
Selwyn Village Historic District (MK2113). NCSHPO recommends minimal mature tree removal in order to avoid adverse
affects to the property's view shed. Minimal tree clearing will occur as part of this project and will be predominately
limited to those areas immediately adjacent to LSC where the vegetation is made up of primarily invasive species and
young hardwoods.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: A flood impact analysis report, no -rise impact certification, and
individual floodplain development permit will be submitted to Mecklenburg County for review and approval prior to
construction/restoration activities. The results of the flood impact analysis show that there is no net increase in base flood
elevations.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM No. 3710454100K
STORM Digitally signed by Erin
W
Erin T. Shanabergerp WPIT
WATER Shanaberger
s..e.,= Date: 2017.06.2313:0124-04'00'
6/19/2017
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
Date
is provided.)
Page 14 of 14
PCN Form —Version 1.3 December 10, 2008 Version

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(:1URLOTTE_
June 2017
ENGINEERING a PROPERTY
MANAGEMENT

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June 2017
ENGINEERING 6 PROPERTY
MANAGEMENT

Jurisdictional Determination Request
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.army.mil/Missions/RegulatoLyPermitpro rg am.asI)x , by
telephoning: 910-2514633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
B.
C.
Street Address:
City, State:
County:
Directions:
Cross -Charlotte Trail — Brandywine Road to Tyvola Road (62T)
Charlotte, NC
Mecklenburg
The project begins at Brandywine Road and parallels Little Sugar Creek until Tyvola Road
Parcel Index Number(s) (PIN):
REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address'
City of Charlotte and Right of Entry Agreement
Erin Shanaberger, WPIT
City of Charlotte, 600 East Fourth Street Charlotte, NC 28202
704336-3927
[e-mail]
Select one:
❑✓ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address
3:
City of Charlotte and Right of Entry Agreements
❑ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner (please print)
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
Date
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
F] I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS5 and provide an annroved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
F] I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
S Waters of the United States
Version: December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
Size of Property or Project Area 31 acres
Iv -71 I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
17Completed and signed Preliminary Jurisdictional Determination Form6.
Z Project Coordinates: 35.165123
Latitude -80.846275
Maps (no larger than 11x17) with Project Boundary Overlay:
Longitude
❑✓ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
❑✓ Soil Survey Map
❑✓ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑✓ Other Assessment Forms
(when appropriate)
Landscape Photos, if taken
❑✓ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http://www.saw.usace.army.mil/Portals/59/docs/regulatory/publicnotices/2013/NCSAM Draft User Manual 130318.pdf
a Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑✓ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at least one original Plat (to scale) that is no larger than 11"x17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"xl7", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
F] Must be sealed and signed by a licensed professional land surveyor
F] Must be to scale (all maps must include both a graphic scale and a verbal scale)
❑ Must be legible
❑ Must include a North Arrow, Scale(s), Title, Property Information
F] Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
❑ Must clearly depict surveyed property or project boundaries
Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
❑ When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ Must include the location of wetland data points and/or tributary assessment
reaches
Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
F]When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
When uplands may be present within a depicted Jurisdictional Boundary
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
F✓ be at sub -meter accuracy at each survey point.
❑✓ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
ainclude a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
A. REPORT COMPLETION DATE FOR PJD: June 19, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Erin Shanaberger, City of Charlotte, 600 East Fourth Street Charlotte, NC 28202
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Mecklenburg city: Charlotte
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.165123 Long.: -80.846275
Universal Transverse Mercator: 17
Name of nearest waterbody: Little Sugar Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Stream A
35.164295
-80.47675
83188 If
non -section 10 -- non -tidal
Section 404
Stream B
35.164295
-80.47675
200 If
non -section 10 -- non -tidal
Section 404
Stream C
35.164295
-80.47675
104 If
non -section 10 - non -tidal
Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:
0 Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
■❑ U.S. Geological Survey map(s). Cite scale & quad name: 1:24K; Charlotte East Quad
Natural Resources Conservation Service Soil Survey. Citation: Meck. Co. SSURGO
■❑ National wetlands inventory map(s). Cite name: NWI Digital Database
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
■❑ Photographs: ■❑ Aerial (Name & Date): 2016 Mecklenburg County Aerial
or
❑■ Other (Name & Date): Site Photos, December 1, 2014
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:
❑ Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
❑ Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
101
In
State/local wetland inventory map(s):
FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is:
❑ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
(National Geodetic Vertical Datum of 1929)
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessaril
been verified by the Corps and should not be relied upon for later jurisdictional
determinations. ch ,,, M k, b.,9 Digitally signed by
STORM Erin Shanaberger
i1
WATER Date: 2017.06.23
Services
13:00:56 -04'00'
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: tS,, �(� G' City/County: Lc. l t: �� �'1/( I� �- Sampling Date: 1 L t"+
Applicant/Owner: vtllt� ( " S l/l�l !' ✓ State: L Sampling Point: tif-e(
Investigator(s): Section, Township, Range: U Lir
Landform (hillslope, terrace, etc.): I 1 -evi(1 U, Local relief (concave, convex, none):1f Slope (%):C�
Subregion (LRR or MLRA): JALa. 1� L& 33 , I b��aeK Long: ' t��b % S�
A Datum:
Soil Map Unit Name: JA' 1(AVApI4X Tr S NWI classification: NfA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain In Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes __X_ No
Are Vegetation - Soil , or Hydrology naturally problematic? (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes Nome
Hydric Soil Present? Yes No Is the Sampled Area
within a Wetland? Yes No4—
Wetland Hydrology Present? Yes No
Remarks:
N
��� (�cl��-�- i5 r�:��s,✓ti��,�VY rte- a c�c�v'—� �v l�r�- l)�l�l
UPc�� tU r c c -
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one
is reautred:
check all that apply)
_ Surface Soil Cracks (86)
_ Surface Water (Al)
_ .True Aquatic Plants (814)
_ Sparsely Vegetated Concave Surface (88)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
` Moss Trim Lines (1316)
_— Water Marks (B1)
_ Presence of Reduced iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (82)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (83)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (131)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (133)
_ Water -Stained Leaves (139)
_ Microtopographic Relief (04)
— Aquatic Fauna (B13)
_ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No
Depth (inches):
Water Table Present? Yes
No
Depth (inches):
Saturation Present? Yes
No
Depth (inches):
Wetland Hydrology Present? Yes NO—Y--
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), If available:
Remarks:
[nalWors
-�r
vvdlOyid hjd(ojojj
jr prrm4t
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Absolute Dominant Indicator
Tree_Stral�,u�my�(Plot size: ) Cover Species? Status
1• �rGlu+=uus �& nnS#112V I CY r ttn,rY.Y/
2.
3.
4.
7.
= Total Cover 5
50% of total cover: 20% of total cover:
Sap in ! hrub Stratum (Plot size:
1. 1qt I 1.4nAM II&IAUrn _
2. .t, /0 fFA ll
3. ulif'1 150 ht /.AA A 1A i f o 1 i M W)
4.
5.
6.
7.
8.
1
= Total Cover
50% of total cover: l y C, 20% of total cover:
(Plot size: : )
6.
7.
8.
9.
10.
11
r•ANEW911
1 i ,
r= Total Cover
50% of otal cover:.' 20% of total cover:oZ
StratumWoody Vine (Plot size: 1 )
1. lZMr.,pra 24 �1 SAG
2.
3.
4.
5.
_0 = Total Cover
50% of total cover: 10 20% of total cover:,,_
or on a separate
Sampling Point, p1- ( C h9{
Number of Dominant Species
That Are OBL, FACW, or FAC: _� (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: � U 1�_ (A!B)
Prevalence Index worksheet:
Total % Cover Multl In
of;
081- species
v bv:
x 1 =
FACW species
x 2 =
FAC species
X3=
FACU species
x 4 -
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index - B!A z
_ 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Tree - Woody plants, excluding vines, 3 In. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 In. DBH and greater than or equal to 3.28 R (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 R tall.
Woody vine - All woody vines greater then 3.28 ft In
Hydrophytic
Vegetation
Present? Yes No
�0lal 6� 'ihe c�rn�nur� Jn,�c�fiu�r� art. 1,("16 0( w4cr,
US Army Corps of Engineers Eastern Mountains and piedmont - Version 2.0

SOIL
Sampling Point: MVp1ah4
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Futures
(inches) �1 �,Qidt�� � Calor (moist) % l�ygn Loc � Remarks
!� ou ou
L ! U6 10rn_
'Type: C=Concentration. D-DeDletlon. RM=Reduced Matrix. MS=Masked Sand Grains. ?Location: PL=Pore Linina. M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
— Hislosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147,148)
(MLRA 147,148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (176)
_ Very Shallow Dark Surface (TF1 2)
Depleted Below Dark Surface (A11)
— Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (178)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 146)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (1719) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127,147)
unless disturbed or problematic.
Type:
Depth (inches):
Indicdaa-dor hyclnc SdilS are net
Hydric Soil Present? Yes No Y
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

NC DWO Stream Identification Form Version 4.11
Date: C71
Project/Site: CVO SQO �� �
Latitude: 3CJ I L d
Evaluator: (,--n (A CT-
County: M
Longitude:
Total Points:
Stream is at least Intermittent Jia 5
_I
Stream Determinationcirc
Ephemeral Intermitte t rennia
Other `j C�� ,I
e.g. Quad'tame: SGi yvt �-
Uz 19 orerennial if t 30'
2. Sinuosity of channel along thalweg
0
A. Geomorphology Subtotal = ') )
Absent
Weak
Moderate
Strog
18- Continuity of channel bed and bank
0
1
2
Cy
2. Sinuosity of channel along thalweg
0
1
0 0.5
3
3. In -channel structure: ex. riffle -pool, step -pool,
sequence
0
1
2
a.)ripple-pool
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
0.5
6. Depositional bars or benches
0
1
2
3-
7. Recent alluvial deposits
7,
0
1
2
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
F:
10. Natural valley
0
0.5
1
1.
1 1. Second or greater order channel
No = 0
Yes
" artificial ditches are not rated; see discussions In manual
B_ Hvdroloav (Subtotal = 10i � 1
12_ Presence of Baseflow
0 1
2 3
13. Iron oxidizing bacteria
1
2 3
14. Leaf litter
1. 1
0.5 0
15_ Sediment on plants or debris
0 0.5
1
16. Organic debris lines or plies
0 0.5
1
17. Soil -based evidence of high water table?
No = 0
Yes =
C Bininnv (Subtotal = 1n 1 _
18. Fibrous roots In streambed
2
1
0
19. Rooted upland plants In streambed 3
2
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians 0
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5ther
=
`perennial streams may also be idenlifled using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: I d�l (t.�
Project/Site:
�&CkUA_U�
Latitude:
Evaluator: LST r{- CT_
1 v l
County:
Longitude: ��� gl��slr
lD
Total Points:
Stream Is at least Intermittent
N2 19 orperennial If 2 3/"
Stream Determinationt�hS
Ephemeral Intetvnitte
Other �; (
e.g_ Quad Name: l'Y(LLVI�(r
i5riar yeer-
A. Geomorphology (Subtotal = -5)
Absent
Weak
Moderate
Strong
10 Continuity of channel bed and bank
0
1
2
15. Sediment on plants or debris
2. Sinuosity of channel along thalweg
0
1
0 0.5
3
3. in -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
1.5
4. Particle size of stream substrate
0
1
2
24. Amphibians
5. Active/relict floodplain
0
1
2
0.5
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
IM
3
B. Headcuts
1
2
3
9. Grade control
0
0.5
n1.5
10. Natural valley
0
<zp1
1.5
11. Second or greater order channel
No = 0es
- 3
1. artificial ditches are not rated; see discussions in manual
B. Hvdrologv (Subtotal = 10 1
12. Presence of Baseflow
0 1
2
13. Iron oxidizing bacteria
0 1
2 3
14. Leaf litter
1
0.5 0
15. Sediment on plants or debris
0 0.5
1 .5
16. Organic debris lines or piles
0 0.5
1 1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Bioloav (Subtotal= 'I ..S )
18. Fibrous roots in streambed M
2
1
0
19. Rooted upland plants In streembed
2
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks 0
2
3
22. Fish 0
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae 0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 er =
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: (� L
Project/Site: S S t � ti �( f' IGL{
Latitude: g.6, h aLj 7_47 "
Evaluator: C C�'
County: JA44 V
!! "" ``��
Longitude: '� ��7-W
Total Points:
Stream is at least intermittent ^
Stream Determination (circle e)
Ephemeral Intermittent Perennial
Other VN
e.g. Quad F t44,if
219 or erenniat If a 30" a
2. Sinuosity of channel along thalweg
0
A. Geomorphology Subtotal =
Absent
Weak
Moderate
Strong
10- Continuity of channel bed and bank
0
1
2
1
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex_ riffle -pool, step -pool,
ripple -pool sequence
0
1
1
3
4. Particle size of stream substrate
0
1
1.5
3
5. Active/relict floodplain
1
1
2
3
6. Depositional bars or benches
0
1
FACW = 0.75; OBL = 1.5
3
7. Recent alluvial deposits
0
1
2
3
B. Headcuts
0
2
3
9. Grade control
0
0.5
1
10. Natural valley
0
1
1.5
11. Second or greater order channel
040
= 0
Yes = 3
artificial ditches are not rated; see disco, sions In manual
B. Hvdroloav (Subtotal= q 1
12. Presence of Baseflow
0 1
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1
0,5
0
15. Sediment on plants or debris
0 0.5
1
.5
16. Organic debris lines or piles
0 0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3.
1.5
C. Biolotav !Subtotal = (D
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants In streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks 0
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish 0
0.5
1
1.5
24. Amphibians 0
0.5
1
1.5
25. Algae Cw
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Mer=
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
February 22, 2016
Mr. Chris Tinklenberg
Kimley-Horn and Associates, Inc.
200 South Tryon Street, Suite 200
Charlotte, North Carolina, 28203
Dear Mr. Tinklenberg:
Subject: Cross -Charlotte Trail (XCLT) — Brandywine to Tyvola Segment; Charlotte,
Mecklenburg County, North Carolina
Log No. 4-2-16-249
The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your
letter received on January 26, 2016. We submit the following comments in accordance with the
provisions of the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667e); the
National Environmental Policy Act (42 U.S.C. §4321 et seq.); and section 7 of the Endangered
Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
Project Description
The purpose of this project is to complete a 1.5 -mile segment of the XCLT from Brandywine
Road to Tyvola Road in a developed area of Charlotte, North Carolina. This proposed segment
would be one of at least three that would provide alternative transportation options and access to
recreational amenities for the surrounding community. This segment would be approximately
8,000 linear feet in length and 150-200 feet wide. No design or construction plans were included
in your correspondence that describe a proposed construction schedule, construction methods, or
impact minimization measures.
Federally Protected Species
Suitable habitat may be present at the project site for the federally threatened Northern long-
eared bat (Myotis septentrionalis). However, we believe that the amount of suitable habitat that
may be lost as a result from the proposed project would have an insignificant or
discountable impact on the species. Therefore we would concur with a determination that the
proposed project may affect, but is not likely to adversely affect this species.

Based on the Service's species records, no other federally protected species or their habitats
occur in the project area.
Please be aware that in accordance with the Act, it is the responsibility of the appropriate federal
agency or its designated representative to review its activities or programs and to identify any
such activities or programs that may affect endangered or threatened species or their habitats. If
it is determined that the proposed activity may adversely affect any species federally listed as
endangered or threatened, formal consultation with this office must be initiated.
The Service recommends that you contact the U.S. Army Corps of Engineers if the proposed
development may impact streams or wetlands, and contact the North Carolina Wildlife
Resources Commission concerning potential impacts to state -protected resources.
Invasive plant species are present at the site and the Service is concerned that disturbances
resulting from the proposed project may allow them to spread. Without active management,
including the revegetation of native species in disturbed areas, project corridors will likely be
sources of, and corridors for, the movement of invasive exotic plant species. Therefore, we
strongly recommend that only species native to the natural communities within the project area
be used in association with all aspects of this project.
The Service appreciates the opportunity to comment on this project. Please contact Mr. Byron
Hamstead of our staff at 828/258-3939, Ext. 225, if you have any questions. In any future
correspondence concerning this project, please reference our Log Number 4-2-16-249.
Sincerely,
- - original signed - -
Janet A. Mizzi
Field Supervisor
2

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory
Secretary Susan Kluttz
February 11, 2016
Chris Tinklenberg
Kimley-Horn and Associates, Inc.
200 South Tryon Road, Suite 200
Charlotte, NC 28203
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Construct the Cross Charlotte Trail Along Little Sugar Creek from Brandywine Road to Tyvola
Road, Charlotte, Mecklenburg County, ER 16-0148
Dear Mr. Tinklenberg:
Thank you for your letter of January 14, 2016, concerning the above -referenced undertaking. We have
reviewed the materials submitted and offer the following comments.
There are no known archaeological sites within the proposed project area. Based on our knowledge of the
area, it is unlikely that any archaeological resources that may be eligible for inclusion in the National
Register of Historic Places will be affected by the project. We, therefore, recommend that no
archaeological investigation be conducted in connection with this project.
It appears work will occur within the boundaries of the National Register -eligible Selwyn Village Historic
District (MK2113). The removal of trees along the east bank of Little Sugar Creek may adversely affect the
property's view shed. The project will not adversely affect the historic property if the removal of mature
trees is limited to the greatest extent possible.
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 919-807-6579 or
environmental.reviewgncdcr. og_v. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
jam' Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
4 February 2016
Mr. Chris Tinklenberg, PWS
Kimley-Horn and Associates, Inc.
200 South Tryon Street, Suite 200
Charlotte, NC 28203
Subject: Cross -Charlotte Trail (XCLT) — Brandywine to Tyvola Segment, Charlotte, Mecklenburg
County, North Carolina.
Dear Mr. Tinklenberg:
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject document and we are familiar with the habitat values of the area. Our comments are provided in
accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661-667e) and North Carolina General Statutes (G.S. 113-131 et seq.).
The City of Charlotte proposes to construct a trail within an approximately 8,000 linear foot
corridor along Little Sugar Creek from Brandywine Road to Tyvola Road. The proposed trail (XCLT-
B2T) will connect two County greenway segments. It will offer transportation choices to surrounding
residents and encourage redevelopment of some underutilized/underserved properties. In addition, the
trail will connect to public amenities and the business community.
Little Sugar Creek in the Catawba River basin flows through the project boundaries. The site is
located within a developed area; however, forested areas are located adjacent to the stream. The U.S.
Fish and Wildlife Service has listed the Northern long-eared bat (Myotis septentrionalis) as threatened
under the Endangered Species Act. The Northern long-eared bat may be present within or in the vicinity
of the project site. Therefore, the project may impact this species and consultation with the U.S. Fish and
Wildlife Service may be required. For more information, please see
hnp://www.fws.gov/midwest/endangered/mammals/nleb/KeyFina]4dNLEB.htmi or contact the U.S. Fish
and Wildlife Service at [phone] to ensure that any issues related to this species are addressed.
Although we do not have any records for threatened or endangered species on or adjacent to the
site, an on-site survey is the only definitive means to determine whether the proposed project would
directly impact a threatened or endangered species. We offer the following general recommendations
regarding greenway trails to minimize impacts to aquatic and terrestrial wildlife resources.
1. Wetlands and streams within the site boundaries should be identified through on-site surveys
prior to any land disturbing activities. If wetlands and/or streams will be impacted by
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

Page 2
4 February 2016
Cross -Charlotte Trail — Brandywine to Tyvola Segment
construction activities, then the project should be coordinated with the U.S. Army Corps of
Engineers and the N.C. Division of Water Resources.
2. Streams and wetland areas should be avoided where possible. Boardwalks should be used in
wetland areas. Bridges, rather than culverts, should be used for stream crossings. If culverts
must be used for stream crossings, then these should be designed to allow passage of aquatic life.
3. Where feasible, maintain a minimum 100 -foot undisturbed, native, forested buffer along
perennial streams, and a 50 -foot buffer along intermittent streams and wetlands. Maintaining
undisturbed, forested buffers along these areas will reduce impacts to aquatic and terrestrial
wildlife resources, water quality, and aquatic habitat within and downstream of the project area.
In addition, these buffers will provide an adequate travel corridor for wildlife species and may
increase opportunities for the observation of a greater diversity of wildlife.
4. Avoid development and fill in the 100 -year floodplain. Development and fill in the floodplain
increases the potential for flooding and interferes with the natural hydrologic process of the
waterways. It also disrupts the continuity of migration corridors for wildlife.
5. Sediment and erosion control measures should be installed prior to any land clearing or
construction. The use of biodegradable and wildlife -friendly sediment and erosion control
devices is strongly recommended. Silt fencing, fiber rolls and/or other products should have
loose -weave netting that is made of natural fiber materials with movable joints between the
vertical and horizontal twines. Silt fencing that has been reinforced with plastic or metal mesh
should be avoided as it impedes the movement of terrestrial wildlife species. These measures
should be routinely inspected and properly maintained. Excessive silt and sediment loads can
have numerous detrimental effects on aquatic resources including destruction of spawning
habitat, suffocation of eggs, and clogging of gills of aquatic species.
Thank you for the opportunity to comment on this project. If we can be of further assistance,
please contact our office at [phone] or [e-mail].
Sincerely,
Shari L. Bryant
Western Piedmont Coordinator
Habitat Conservation Division
ec: Allen Ratzlaff, USFWS

NORTH CAROLINA DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Pat McCrory Bryan Gossage Susan Kluttz
Governor Executive Director Secretary
Clean Water Management Trust Fund
January 20, 2016
Kaitlin McCulloch
Carolina Wetlands Inc
550 East Westinghouse Blvd
Charlotte, NC 28273
[e-mail]
RE: Phase I Cross Charlotte Trail; 2014-3497
Dear Kaitlin McCulloch:
NCNHDE-1165
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources from our database that have been compiled for the project referenced
above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there
are no records for rare species, important natural communities, natural areas, or conservation/managed
areas within the proposed project boundary. Please note that although there may be no documentation of
natural heritage elements within the project boundary, it does not imply or confirm their absence; the area
may not have been surveyed. The results of this query should not be substituted for site-specific surveys
where suitable habitat exists. In the event that rare species are found within the project area, please contact
the NCNHP so that we may update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have
been documented within a one -mile radius of the property boundary. The proximity of these records
suggests that these natural heritage elements may potentially be present in the project area if suitable
habitat exists and is included for reference.
Tables of natural areas and conservation/managed area within a one -mile radius of the project area, if any,
are also included in this report. The location of the natural areas and conservation/managed areas can be
viewed online on the Natural Heritage Data Explorer found at: https://ncnhde.natu reserve, ora/.
Please note that natural heritage element data are maintained for the purposes of conservation planning,
project review, and scientific research, and are not intended for use as the primary criteria for regulatory
decisions. Information provided by the NCNHP database may not be published without prior written
notification to the NCNHP, and the NCNHP must be credited as an information source in these publications.
Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), or Federally -listed species are documented near the
project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact John Finnegan at john.finnegan ncdenr.aov or 919.707.8630.
Sincerely,
NC Natural Heritage Program

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Phase I Cross Charlotte Trail
Project No. 2014-3497
January 20, 2016
NCNHDE-1165
ement Occurrences Documented Within a One -mile Radius of the Project Area
ixonomic EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State
roup
Observation Occurrence Status Status Rank Rank
Date
ascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800S
D Natural Areas are Documented Within a One -mile Radius of the Project Area
anaged Areas Documented Within a One -mile Radius of the Project Area
anaged Area Name
Owner
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
ecklenburg
County
Open
Space
Mecklenburg
County
Page 2 of 4
Status
Historical 5 -Very Species of Endangered
Low Concern
Owner Type
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
G3 S2

anaged Areas Documented Within a One -mile Radius of the Project Area
anaged Area Name Owner Owner Type
ecklenburg County Open Space Mecklenburg County Local Government
.finitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/content/help. Data query generated on January 20, 2016; source: NCNHP, Q4 October 2015. Please resubm
ur information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-1165: Phase I Cross Charlotte Trail
January 20, 2016
❑ Project Boundary
❑ Buffered Project Boundary
Managed Area (MAREA)
:.�: i•"�.: •.::�.:�:':• Btijtjl:x FJir rllCa JOl�3 �
$futon
Cmobws
HedMore
mortocroft
Page 4 of 4
1:22,897
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources: Esti, HERE, NI-orme, Internlap, increment P Corp., GEBCO.
USGS, FAO, NPS. NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey,
IHU
61Jr-1PJrk
?
mann:
klaxdxr:
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un Marreucft ElanerU.c
-
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January 20, 2016
❑ Project Boundary
❑ Buffered Project Boundary
Managed Area (MAREA)
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Page 4 of 4
1:22,897
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources: Esti, HERE, NI-orme, Internlap, increment P Corp., GEBCO.
USGS, FAO, NPS. NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey,
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January 20, 2016
❑ Project Boundary
❑ Buffered Project Boundary
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Page 4 of 4
1:22,897
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources: Esti, HERE, NI-orme, Internlap, increment P Corp., GEBCO.
USGS, FAO, NPS. NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey,

9 Charlotte -Mecklenburg
STORM
..WATER
Services
June 21, 2017
Mr. Joe Frey
City of Charlotte
600 East Fourth Street
Charlotte, NC 28202
Subject Project: Cross -Charlotte Trail: Brandywine Road to Tyvola Road
HUC#: 03050103 (Lower Catawba)
600 E. Fourth Street
Charlotte, NC 28202
Fax [phone]
The purpose of this letter is to notify you that the City of Charlotte Umbrella Stream and Wetland Mitigation Bank
("Umbrella Bank") is willing to accept payment for stream impacts associated with the subject project. Please note that the
decision by the Umbrella Bank to accept the mitigation requirements of this project does not assure that this payment will be
approved by the U.S. Army Corps of Engineers or the North Carolina Division of Water Quality 401/Wetlands Unit. It is the
responsibility of the applicant to contact these agencies to determine if payment to the Umbrella Bank for impacts associated
with this project is appropriate.
This acceptance is valid for six (6) months from the date of this letter. The following documents must be submitted to the
Umbrella Bank within this time frame for this acceptance to remain valid:
1. 404 Permit Verification
2. 401 Water Quality Certification
3. Executed Departmental Transfer Invoice (DTI) between Engineering Services and Storm Water Services
detailing the use of and payment for the credits described in the table below.
Based on the information supplied by your office, the stream and wetland credits that are necessary to satisfy the
compensatory mitigation requirements for this project are detailed in the table below. The total mitigation credits available
for this project are also indicated in this table.
Stream
linear feet
Wetlands
acres
Credits Requested for This Project 36
0.0
Credits Available for This Project 36
0.0
Mitigation Project Names Sedgefield Park- Dairy Branch
The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water
Quality Certification for impacts associated with the subject project in Hydrologic Unit 03050103 of the Catawba River
Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte Umbrella
Stream and Wetland Mitigation Bank in Mecklenburg County, North Carolina, dated June, 16, 2004.
If you have any questions or need additional information, please contact me at [phone] or ihinson&charlottenc.eov.
Sincerely,
Charlotte Storm Water Services
DigilaXy signed by Isaac Hinson
Isaac DN cn=Isaac Hlnson, o=Oly of
Chado-,o Stwm Water Sens
Divlslon,
Hinson=[e-mail].
Daft. 2017D611 13:39:25 -04W
Isaac J. Hinson
Mitigation Bank Administrator
cc: File
To report pollution or drainage problems, call: 311
http://stormwater.charmeck.org

COVER SHEET_....................................................................._.....__. 1
Nip.
..................... »»........... ._....
PLAN AND PROFILE SHEETS ... _.... ....................... _..-- 5 TO 20
.............................. _............ _....... _...».._.
STREAM PLAN AND PROFILE ................................. _._.... 26 TO 27
GF4AB TG 111;:4PI...... „:.,,--.n:,,,.. ...=z am... 28-
.... . ............................. _...... __..
TOTAL SHEETS 112
VICINITY MAP
NTS
-Ll- STA: 100+64.6
r -Yl- STA: 199+00.00
AA2-
-Y3- ' I
CHARLOTTI 1 -
ENGINEERING 8 PROPERTY
MANAGEMENT
Construction Plans of Proposed
Cross Charlotte Trail - Brandywine Road to Tyvola Road
Project No. 512-15-015
Project Features:
ASPHALT & CONCRETE GREENW'AY, RETAINING WALLS, DRAINAGE STRUCTURES,
ASPHALT PAVEMENT, PREFABRICATED BRIDGES, BOARDWALK, WATER & SEWER
UTILITIES, AND UTILITY ADJUSTMENTS
5/11/2017.
PE SEAL. I CONVENTIONAL SIGNS
Proposed Sanitary Sewer Manhole ....»-_....._»».___.
Existing Storm Drain Manhole ..........._..___.__.._. °
Proposed Storm Drain Manhole. .............. . ... ...... ......... ------
Existing Telephone Manhole ........ »................... _.............„.....„......._. T�
- \
NewProperty Line ...................... .....-
Proposed Telephone Manhole ._...__....._.._...__.._...._...__...__..........
TO
` j
Existing Property Line_____.
Existing Electric Manhole _....__._»».___..._»....._...._..._..__—___
O
\.. \\\\\
Maintained as R/W Line .................
Proposed Electric Manhole ........._........."-_„. ............... __.-._-__.O
12
Vert. Profile ............
!✓r~~
-Ll- STA: 162+07.35 =
'
-Y4- STA: 600+09.06
Existing Structures ........ __.............
-- -- —
— -- --
l�
Cross Section ...........
Railroad Tracks .......... . .....................
Proposed Edge of Pavement ....._....__
Fence.. . ..................... ....._................... ___
x
x
Slope Stake Line ............ .............. __._..._.
Temporary Construction Easement...----- —
e
e —
Record Drawings
Permanent Greenway Easement..._....... -
Sidewalk Utility Easement ............ _...._._.». —as—an—
Storm Drainage Easement ....... _... —
aar—
=—
Existing Gas Line ............................. ..
c
c —
Existing Water Line ........................
w
w —
Existing Sanitary Sewer _................
ss
ss —
Existing Underground Telecommunications —
Ur
UT —
Existing Underground Electric ........_........._ —
UE
UE —
Existing Storm Drainage .._........... _....—__---
Proposed Storm Drainage .............._»._..-.
�—
ExistingTree ........... ........ .................... _._.._._._...»...».__....._......._
Existing Water Meter ___.._....»_.__.____._...._»..-__._.—._.._
❑
Existing Water Valve _...__.__.._._...._..»_»....... ...........
_
><
Existing Gas Valve ...... ......................... ... ....................... _...._.___....
Pa
Existing Sanitary Sewer Manhole ............. ................
5
Proposed Sanitary Sewer Manhole ....»-_....._»».___.
Existing Storm Drain Manhole ..........._..___.__.._. °
Proposed Storm Drain Manhole. .............. . ... ...... ......... ------
Existing Telephone Manhole ........ »................... _.............„.....„......._. T�
y -y
O Existing Light
Rttan l l '`,,..��� Proposed Light Pole ...... ................. „...........................
_____._»....�
Existing Utility Pole............................................................ „_... _.......__ til
-Y4- �,., .t Gov Wve..................... .........................................
Proposed Utility Pole .._ ..... ..................... _........_.........__._..._......... `W
�� Iron Pin Q
1.unicsl r. �a(a1 r1:
•A -- -- �;``-_ _ __ Ll- STA: 115+18.74
BEGIN CONSTRUCTION Y{ Y3- STA: 500+00.00
I-L1- ,STA: 102+96.41 \
SEE BRIDGE TO PARK ROAD
SHOPPING CENTER PLANS,
PROJECT #512-15-015, FOR -Yl-
PLANS PREPARED BY: - CITY of CHARLOTTE: PROJECT LENGTH 1.50 MILES
CONTACT -JOE FREY, P.E. TOTAL CONNECTION LENGTH = 0.32 MILES
Kimley)))Horn.) 2.17
NC LICENSE #F-0102
200 South Tryon Street Suite 200
Charlotte, North Carolina 28202
Phone: [phone]
PROJECT MANAGER
704-336-5276
KIMLEY-HORN:
CONTACT - GABE DOBBS, P.E.
PROJECT ENGINEER
704-319-7688
[e-mail]
LOCATION MAP
11
PROGRESS PLANS
NOT FOR CONSTRUCTION Knowwhat's omI
Call =
nefpe you c6g.
\ V.
.......... _......... __.......... ............. „.»»»_.............. __•__.........
Existing Fire Hydrant ........ ............ ... „..„........................... _..._„.„„ �
/- END CONSTV I'T' [ON Proposed Fire Hydrant ........ „.... .„...................... �
`!
Existin D
-Ll- STA: 180+75:; ' gro
Drop
Proposed DropInlet .
k� \ Accessible Ramp _ ............. _..................... _...................... __... _.......__.®
......aFP f Tree Protection ....................................... _.._............ ._._.„__„..
i, Proposed Handrail .. . .............. _................
_.._......._...-_----'
SiltFence................... ................... ..... .... _..........
_„..._...._...
Proposed Rip Rap Ditch ... „..... __.._-_..__.._..._........._...........
• '*•-' -- Proposed Curb & Gutter, Cone. Drive, Sidewalk __..-.........
Proposed Asphalt Pavement ............. ............ ...... ____..............
Proposed Concrete Greenway .............. _.........».....__............
Proposed Asphalt Greenway ............
t
Proposed Ditch Lioe .__.._............»»»____....._.._...._..._„_. —>—
Proposed Precast Gravity Retaining
Proposed Soil Nail Wall ........................ _„............... ...
__._._
j Proposed Soldier Pile Wall ............ _..................... _.„....... _....
_�..�
'•,,✓` ` r' i” Stream Side Zone S.W.I.M. Buffer ..... .............
__.»„»_.....
-YS- rf Proposed Bridge ........ „..................
_..___...._......_
Proposed Chan -I St.,bihv t -tun ...»_..„._..___ -
GRAPHIC SCALES y •
- \
611
Proposed Telephone Manhole ._...__....._.._...__.._...._...__...__..........
TO
` j
20 40
Existing Electric Manhole _....__._»».___..._»....._...._..._..__—___
O
\.. \\\\\
Proposed Electric Manhole ........._........."-_„. ............... __.-._-__.O
12
Vert. Profile ............
!✓r~~
-Ll- STA: 162+07.35 =
'
-Y4- STA: 600+09.06
GRAPHIC SCALE IN FEET
Z
0 '--5{ Yd
Existing Catch Basin _ ........................... ».._...................... .... _._.__..._8
Proposed Catch Basin .
..............M
..........
y -y
O Existing Light
Rttan l l '`,,..��� Proposed Light Pole ...... ................. „...........................
_____._»....�
Existing Utility Pole............................................................ „_... _.......__ til
-Y4- �,., .t Gov Wve..................... .........................................
Proposed Utility Pole .._ ..... ..................... _........_.........__._..._......... `W
�� Iron Pin Q
1.unicsl r. �a(a1 r1:
•A -- -- �;``-_ _ __ Ll- STA: 115+18.74
BEGIN CONSTRUCTION Y{ Y3- STA: 500+00.00
I-L1- ,STA: 102+96.41 \
SEE BRIDGE TO PARK ROAD
SHOPPING CENTER PLANS,
PROJECT #512-15-015, FOR -Yl-
PLANS PREPARED BY: - CITY of CHARLOTTE: PROJECT LENGTH 1.50 MILES
CONTACT -JOE FREY, P.E. TOTAL CONNECTION LENGTH = 0.32 MILES
Kimley)))Horn.) 2.17
NC LICENSE #F-0102
200 South Tryon Street Suite 200
Charlotte, North Carolina 28202
Phone: [phone]
PROJECT MANAGER
704-336-5276
KIMLEY-HORN:
CONTACT - GABE DOBBS, P.E.
PROJECT ENGINEER
704-319-7688
[e-mail]
LOCATION MAP
11
PROGRESS PLANS
NOT FOR CONSTRUCTION Knowwhat's omI
Call =
nefpe you c6g.
\ V.
.......... _......... __.......... ............. „.»»»_.............. __•__.........
Existing Fire Hydrant ........ ............ ... „..„........................... _..._„.„„ �
/- END CONSTV I'T' [ON Proposed Fire Hydrant ........ „.... .„...................... �
`!
Existin D
-Ll- STA: 180+75:; ' gro
Drop
Proposed DropInlet .
k� \ Accessible Ramp _ ............. _..................... _...................... __... _.......__.®
......aFP f Tree Protection ....................................... _.._............ ._._.„__„..
i, Proposed Handrail .. . .............. _................
_.._......._...-_----'
SiltFence................... ................... ..... .... _..........
_„..._...._...
Proposed Rip Rap Ditch ... „..... __.._-_..__.._..._........._...........
• '*•-' -- Proposed Curb & Gutter, Cone. Drive, Sidewalk __..-.........
Proposed Asphalt Pavement ............. ............ ...... ____..............
Proposed Concrete Greenway .............. _.........».....__............
Proposed Asphalt Greenway ............
t
Proposed Ditch Lioe .__.._............»»»____....._.._...._..._„_. —>—
Proposed Precast Gravity Retaining
Proposed Soil Nail Wall ........................ _„............... ...
__._._
j Proposed Soldier Pile Wall ............ _..................... _.„....... _....
_�..�
'•,,✓` ` r' i” Stream Side Zone S.W.I.M. Buffer ..... .............
__.»„»_.....
-YS- rf Proposed Bridge ........ „..................
_..___...._......_
Proposed Chan -I St.,bihv t -tun ...»_..„._..___ -
GRAPHIC SCALES y •
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ENGINEERING A PROPERTY
MANAGEMENT..
Bid Set No.
APPROVED
COUNTY ENGINEER DATE:
.7
'0 all
611
Plan View ..... _..........
20 40
611
Hoa. Profile ............
4 #
12
Vert. Profile ............
5 10
l�
Cross Section ...........
%W
ENGINEERING A PROPERTY
MANAGEMENT..
Bid Set No.
APPROVED
COUNTY ENGINEER DATE:
.7

SURVEY INFORMATION SHOWN ON THIS PLAN
PROVIDED BY CES GROUP ENGINEERS, LLC.
SURVEY COMPLETED USING NAVD 88
BENCH MARK 1:
ALUMINUM DISK IN WING WALL
NO. LSUC-13
ELEV: 610.22 (NAVD 88)
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PIN: 175151-05
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620
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LEGEND
® PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
IMPACT #1:
PERMANENT, NO NET LOSS
622 LF, STREAMSIDE AREA IMPACT
(BELOW OHWM), CONST. OF
GREENWAY
(SEE SHEETS 6 AND 7)
MATTHEW MOSEY
I STEPHEN DEUTSCH
MATTHEW PAUL L 8 CATHERINE
/
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1F 8 CATHERIEBLAN
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ANN
ANN
MELLON LEBUWC
\
/ PIN: 175-151-09
PIN: 175-151-10
PIN: 1751 S.11
\
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DB 28763 PG 525
DB 20947 PG 257
LOW PC NT STA 108+324
/ DB 28671 PG 324
DB 22011 PG 649
DB 25964 PG 309
DB 9576 PG 977
DB 15M PG 523
DB 25884 PG 305
MB 5 PC 187
DB 15263 PG 382
DB 19134 PG 410
LOT 11 BLOCK 2
DB 2584 PG 188
TORY R SPENCER
GRAPHIC SCALE IN FEET
/
PIN: 175-151-05
/
0 10 20 40
DB 29908 PG 991
LOT 10 BLOCK 2
DB 9126 PG 756
\
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DB 19184 PG 605
/LOT
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MB 5 PG 187 /
JOHN BLAKE SPURRIER
LOT 13 BLOCK 2 /
PIN: 175-151-39
DB 12269 PG149
MB 5 PG 1877
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INDEX OF SHEETS
C(N I SIIF. FT.........._....................................................................... I
GENERALNOTES........................................................................... 2
DETAILS...-._._------- _.......... „................ _......... _..._... 2A TO 2E
TYPICAL SECTIONS ..-..-_. ......... -.......... .....„-....... -........ 3 TO 2G
OVERALL PLAN AND KEY SHEET ......... . ............................»..... 4
PLAN AND PROFILE _»_................. ._.... _........................ 5 TO 22
STREAM PLAN AND PROFILE ...... _.r ................... .,.,, 26 TO 27
Y4 -GRADING PLAN ...................................... ................ _... .... __.. 28
CONSTRUCTION ACCESS PLAN ............. _................. .... - CA -1
Y4 -PAVEMENT MARKING AND SIGNING PLAN....»_.... PM -01
ECNOTES _........ _................ _.......... »......... _............................. - EC -1
EC DETA[LS..»...__..-..-__..__-__.._»......-._.__ EC -2 TO EC -3
EROSION CONTROL PLAN .... _-........... _.»»...»... EC -4 TO EC -19
CROSS SECTIONS._.__......-._.....- ... ...... _......... XS -01 TO XS -24
RETAINING WALL___-.....-___......_.»__,_ RW -01 TO RW -14
STRUCTURAL PLAN 1 .............. .................. __.... S-01 TO S -M
TOTALSHEETS
/
PARK
11,tMMIN PARK
- —
Maintained as R/W Line. -� - - - ----
PROJECT
r
LOCATION
a
SF:LWYN PARK
-L1- STA: 180+24.60
Fence....... ._-............................. .................. — %
% -
-r
Slope Stake Line ........._.._._.._..._-.._....__ e —
ItARCLAI M)N15
Temporary Construction Easement _........... — e
e —
Permanent Greenway Easement
VICINITY MAP
NTS
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ENGINEERING & PROPERTY
MANAGEMENT
70% Construction Plans of Proposed
Cross Charlotte Trail - Brandywine Road to Tyvola Road
Project No. 512-15-015
Project Features:
ASPHALT & CONCRETE GREENWAY, RETAINING WALLS, DRAINAGE STRUCTURES,
ASPHALT PAVEMENT, PREFABRICATED BRIDGES, BOARDWALK, WATER & SEWER
UTILITIES, AND UTILITY ADJUSTMENTS
4/19/2017
t 3:
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a / • `'L -Ll- STA: 108+74.74 =
` -Y2- STA: 400+22.60.00 \
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7fEGIlY CONSTRUCTION STA: 115+18.74 =
STA: 102+96.41 -Y3- STA: 500+00.00
UDGE TO PARK R
SHOPPING CENTER PLANS,
PROJECT #512-15-015, FOR -Yl-
PLANS PREPARED HY:
Kim1ey)))Horn@ M7
NC LICENSE #F-0102
200 South Tryon Street Suite 200
Charlotte, North Carolina 28202
Phone: [phone]
CITY OF CHARLOTTE:
CONTACT - JOE FREY, P.E.
PROJECT MANAGER
704-336-5276
KIMLEY-HORN:
CONTACT - GABE DOBBS, P.E.
PROJECT ENGINEER
704-319-7688
GABE.DOBBSCKIMLEY-HORN.COM
-L1- STA: 162+11.08 =
-Y4- STA: 600+09.97.00
µ�
PE SEAL
1 Record DraFs'in-.S I
GRAPHIC SCALE IN FEET
0 125 250
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Z
-Y4-
- - -
Existing PropertyLine ._...... ....................... - - - --
- —
Maintained as R/W Line. -� - - - ----
- - -
Existing Structures ................................ - - - -
- - -
ND CONSTRUCTION
-L1- STA: 180+24.60
Fence....... ._-............................. .................. — %
% -
-r
Slope Stake Line ........._.._._.._..._-.._....__ e —
—
Temporary Construction Easement _........... — e
e —
Permanent Greenway Easement
PROJECT LENGTH =1.50 MILES
TOTAL CONNECTION LENGTH = 0.25 MILES
LOCATION MAP
is
PROGRESS PLANS
Know wbars below.
NOT FOR CONSTRUCTION Call before you dig.
GRAPHIC SCALES
20 411 60
Plan View ......... _......
20 40 611
Herz. Profile ............
4 8 12
Vert. Prorde ......
s 10 I5
Cross
CONVENTIONAL SIGNS
New Property Line .................... _............ -� - - -a--
- - -
Existing PropertyLine ._...... ....................... - - - --
- —
Maintained as R/W Line. -� - - - ----
- - -
Existing Structures ................................ - - - -
- - -
Railroad Tracks ..........
Proposed Edge of Pavement .._............ _.._...
Fence....... ._-............................. .................. — %
% -
-r
Slope Stake Line ........._.._._.._..._-.._....__ e —
—
Temporary Construction Easement _........... — e
e —
Permanent Greenway Easement
Sidewalk Utility Easement .....................
Storm Drainage Easement .......... ..__.._._... — a—
mr—
Existing Gas Line ...... _.............. ._........-_ — c
c —
Existing Water Line.. .................................. — w
w —
Existiog Sanitary Sewer . ........ ss
ss
Existing Underground Telecommunications UT
UT —
Existing Underground Electric ................... — ue
ue
Existing Storm Drainage ........ _._........... -----�_----
-----------
Proposed Storm Drainage ........ ............. -.. �—
Existing Tree ................ _.... _..-..__.........-.._..._.._......»...._....._......._�
Existing Water Meter......................ft_...._.........._._..........._................_ ❑
Existing Water Valve....._.._.___._....._.....__..._._._........................
wr
oa
ExistingGas Valve .... _.................... »._..... _.......................... _.........
..... ou
Existing Sanitary Sewer Manhole ................._._..
s
Proposed Sanitary Sewer Manhole ....._ ................_._..... -......_.............
(D
Existing Storm Drain Manhole ........................
Proposed Storm Drain Manhole ......... __................ .............. ._
.......... �
Existing Telephone Manhole...._._ ..... .............................................
T
Proposed Telephone Manhole _._._ ..... _......-...»_.._...........................
(DT
Existing Electric Manhole......... . ....... . ............... . .......................
@
Proposed Electric Manhole._._.........__..-- ......... ._... ........ _.........
_O
Existing Catch Basin ..................................... _........ _............. _............ _8
Proposed Catch Basin .-. ........ ..._._..._..._.........-.._-....-._............_._�
Existing Light Pole ......................................... »....... _............. ....... .... if
Proposed Light Pole...............__._.._...__.»..__...-_.__.......__.-._........ �
Existing Utility Pole ....._........._..........._ . .......... .................... .............. .a
GuyWire _._.. ....... _-..... ........... -._...........»..-..-............. ...._..—<
Proposed Utility Pole _ ........... _....._....___......».....-...__._ ............._..._.111,
IronPin ....................... _...... .................................................
O
Existing Fire Hydrant .__...._.-.
.
Proposed Fire Hydrant ........................... ........... _.............................
Existing Drop InleL..._..___.._._..__.._._.....-._...-........_._....._.._......�
Proposed Drop Inlet.._ ........... ............. ........._........._...-__........._....-....
�
Accessible Ramp ............. ........ ......._................ __..-.......................
®
TreeProtection ......... ........... .-...... _....»...._...__....__..._....
ProposedHandrail .... . ............... »._................... »...-..................
. . .
SiltFence ................... ._....... _..-.... _.... -.......... ...................
.
Proposed Rip Rap Ditch .... _.... _................. _.... _.........................
IM
Proposed Curb & Gutter, Cone. Drive, Sidewalk _.._............
Proposed Asphalt Pavement .._- ......................_..........._..........
Proposed Concrete Greenway ................. __........ ............... .......
Proposed Asphalt Creenwap....-._.__._.-..._._._.....-.._..-..._..
Proposed Ditch Line ............... ._....._._.._..._._...._._......... .-..
-,
Proposed Retaining
Proposed Soil Nil a611......_...._....._�- ......... _............
Proposed Soldier Pile Wall ... -................. .... ..._._...._...__._..
�..
Stream Side Zone S.W.I.M. Buffer ...... »._-..... ..... _...... ....
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0
•
Bid Set No.
clumm 11 -
ENGINEERING & PRof:IERTI'
MAMGEMENT
APPROVED
COUNTY ENGINEER DATE
a

GENERAL NOTES DRAINAGE STRUCTURES GENERAL EROSION CONTROL CONSTRUCTION SEQUENCE RIPRAP
WXRM3 SINE tONPLr rM ML QiY. COIMTT Alp STATE EGMATINS ND DDDR ANI) 0.1µ.A
, TIONS MO LOCATIONS ]NON AE Amm"N"Am As CmECRD BY M ENCEEE. TET wT E AONSXD ro
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2 M ONTUCTpI SCOL CSCR NL NO9D1 MO SEIAABR LO11R0. PRA[ORS FN STABILITY MIT GPM" iRL(IIC
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AT INS THE ro ELP PREW NT M NOItiSELAEER LROER NATIO FRN EN,,M, M anDm NEA
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ABBREVIATIONS
PPE YCIpMi
0
CEPMt11EE1T.
1 TREE PROIECIMN BAMCARS Ylar MEET N E110EID IEE OMINMcE STMDMNb M IWDODNINc cOINTr COORT TEE atimAILE
Uj 6 M CNTRACTOR SCOL MODNIAE rM M CEMEONCAL EMOEIM fOl APPROPRIATE SAE RABN12A1NN ON NL 9.OPE3
STEEPEN TLM 21.
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p1B1RlE3 N LAD CEEI>pENT STMONps YANK).
MAMNID NA3 NR ro SCALE
EaR)
1. NO GNIBNK SEPTAN TREE PROECTN 200 LEAF SLR AID V LTT EE IIS. 9PRER]NT NM 1-2 NOES O' MT.DI F
M fO1IRACilN1 SINE CIEOp1AE YYM M CEOIEDMCAL FNOIEFR FOI MY POD/EILMD IM16 MEOSSMMY ro
O 3
A NAIAD PLM Mar E slaErRD FN Mr WIDNc HINT NVS MOT PRENOIIYY APINOLm
NcEmL E-SEED rM WAS ONLY IN d5I1THD/VMDFD AREA&
R
� N 0. OM---GER IE/O
PARLOR PEACRAIMI
S
MEMY FE)YT fT1R LOISTNICIIN EMMNNES N µMOT RANT 6 MT NIST E PRESENTED AT RE-COIRMUCRN
S Mµ91. NEI. Alp STALL MES (LM TUN 1' N DLAAETM N M BAWL AS 2' N CARPER) µSDE M Y19ACR WY E
APABNL_ M4R®IAIFLY or N CALM
M ONiRA<IN 9MLL NTM ALL PFWEa RECLINED FOR BIASING ROIX i MAST ROIX b FNCOUNTOED. CONTRACTOR
µALL E BEEP RE9VMS RIR rM
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5
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). MO SOL dSTRBNNCE N CEYPACIIpL C0a1R1CRN µAXI K TAFFIG BANK PIIS IENONIc N OREP LAID DISTI9IC
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BOND BREAKER WITH DITCH -
GRADE ELEVATION
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GEOCOMPOSITE DRAIN STRIPS
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NO. 57 STONE
SOIL NAIL WALL — TYPICAL SECTION
'SEE CONCRETE DITCH BEHIND WALL DETAILS.
"SEE PLANS FOR FINISHED GRADE OR END BENT SLOPE DETAILS.
AGGREGATE SHOULDER DRAIN
IN ACCORDANCE WITH ROADWAY
STANDARD DRAWING NO. 816.02
NOTES:
FOR SOIL NAIL RETAINING WALLS, SEE SOIL NAIL RETAINING WALLS PROVISION.
FOR STEEL BEAM GUARDRAIL, SEE ROADWAY PLANS AND SECTION 862 OF THE STANDARD
SPECIFICATIONS.
FOR SINGLE FACED PRECAST CONCRETE BARRIER, SEE ROADWAY PLANS AND SECTION 857 OF THE
STANDARD SPECIFICATIONS.
A CONCRETE BARRIER RAIL WITH MOMENT SLAB IS REQUIRED ABOVE RETAINING WALL NO. SEE
PLANS FOR CONCRETE BARRIER RAIL WITH MOMENT SLAB DETAILS.
A FENCE OR HANDRAIL IS REQUIRED ON TOP OF RETAINING WALL N0. _ SEE ROADWAY PLANS FOR
FENCE OR HANDRAIL ATTACHMENT DETAILS.
A __ ARCHITECTURAL FINISH IS REQUIRED FOR THE CAST -IN-PLACE REINFORCED CONCRETE
FACE FOR RETAINING WALL NO. _.
A BRICK VENEER 15 REQUIRED FOR RETAINING WALL NO. _ AS SHOWN. SUBMIT BRICK SAMPLES FOR
APPROVAL BEFORE BEGINNING SOIL NAIL WALL CONSTRUCTION.
BEFORE BEGINNING SOIL NAIL WALL DESIGN FOR RETAINING WALL N0. SURVEY WALL LOCATION
AND SUBMIT A REVISED WALL PROFILE VIEW (WALL ENVELOPE) FOR REVIEW. DO NOT START WALL
DESIGN OR CONSTRUCTION UNTIL THE REVISED WALL ENVELOPE IS ACCEPTED.
DESIGN RETAINING WALL NO. _ FOR THE FOLLOWING:
1 H = DESIGN HEIGHT + EMBEDMENT
2 DESIGN LIFE = % or 100 YEARS
3 MINIMUM EMBEDMENT ELEVATION = _ FT
4 IN -SIN ASSUMED MATERIAL PARAMETERS ABOVE -ELEVATION ------ FT:
UNIT WEIGHT, Y = __ LB/CF
FRICTION ANGLE, A = _- DEGREES
COHESION, c = _ LB/SF
5) -IN -SITU -ASSUMED-MATERIAL_PARAMETERS_BELOW-ELEVATION------ FT:
UNIT -WEIGHT, -y-= ----- LB/CF
FRICTION-ANGLE,_0_ ___DEGREES
COHESION. -C-= ___LB/SF
THE MINIMUM EMBEDMENT ELEVATION FOR RETAINING WALL NO. _ INCLUDES EMBEDMENT FOR SCOUR.
DESIGN RETAINING WALL NO. _ FOR A LIVE LOAD (TRAFFIC) SURCHARGE.
DESIGN RETAINING WALL NO. _ FOR THE POINT, -LINE -or -STRIP SURCHARGE LOAD SHOWN.
DESIGN RETAINING WALL NO. _ FOR A PIPE EXTENDING THROUGH THE WALL AS SHOWN. VERIFY PIPE
LOCATION AND ELEVATION BEFORE BEGINNING SOIL NAIL WALL DESIGN OR CONSTRUCTION.
FOUNDATIONS FOR SIGNS, _LIGHTING_or-SIGNALS WILL BE LOCATED BEHIND RETAINING WALL NO. _
AND WILL -or -MAY INTERFERE WITH SOIL NAILS. SUBMIT PROPOSED CONSTRUCTION METHODS
FOR THESE FOUNDATIONS WITH THE SOIL NAIL WALL CONSTRUCTION PLAN.
EXISTING OR FUTURE OBSTRUCTIONS SUCH AS FOUNDATIONS, GUARDRAIL, FENCE OR HANDRAIL POSTS,
PAVEMENTS, PIPES, INLETS OR UTILITIES WILL -or -MAY INTERFERE WITH SOIL NAILS FOR
RETAINING WALL NO. _.
FOUNDATIONS FOR END BENT NO. _ LOCATED AT STATION ___---- WILL_or-MAY INTERFERE WITH
SOIL NAILS FOR RETAINING WALL NO. - SEE "FOUNDATION LAYOUT" SHEET FOR FOUNDATION
LOCATIONS.
DESIGN RETAINING WALL NO. FOR A LATERAL LOAD FROM FOUNDATIONS LOCATED BEHIND THE WALL
APPLIED AS A FACTORED UNIFORM PRESSURE OF __ LB/SF TO THE BACK OF THE CAST -IN-PLACE
REINFORCED CONCRETE FACE.
"TEMPORARY SHORING" IS -or -MAY -BE REQUIRED FOR RETAINING WALL NO. _ IN ACCORDANCE WITH
THE TEMPORARY SHORING PROVISION. SEE ROADWAY,-STRUCTU RE -or -TR AFFI C_CON TROL PLANS.
:I'I I PI>I'i
TOP OF WALL
(SEE NOTE FOR FENCE OR HANDRAIL
ON TOP OF WALL, IF APPLICABLE)
EXTENSION
6 MIN WITHOUT DITCH
— 12" MIN WITH DITCH
NAIL HEAD (TYP)
ETE
N
CAST -IN-PLACE
REINFORCED
CONCRETE FACE
w
w
a
o
YP
>
z
�
w
(7
=
J
3 H
Z
w
WALL FACE
z 8..
MIN
SINGLE FACED PRECAST
CONCRETE BARRIER,
IF APPLICABLE
FINISHED
ORGD
6:1 FLATTEW
SOIL NAIL WALL — TYPICAL SECTION
'SEE CONCRETE DITCH BEHIND WALL DETAILS.
"SEE PLANS FOR FINISHED GRADE OR END BENT SLOPE DETAILS.
AGGREGATE SHOULDER DRAIN
IN ACCORDANCE WITH ROADWAY
STANDARD DRAWING NO. 816.02
NOTES:
FOR SOIL NAIL RETAINING WALLS, SEE SOIL NAIL RETAINING WALLS PROVISION.
FOR STEEL BEAM GUARDRAIL, SEE ROADWAY PLANS AND SECTION 862 OF THE STANDARD
SPECIFICATIONS.
FOR SINGLE FACED PRECAST CONCRETE BARRIER, SEE ROADWAY PLANS AND SECTION 857 OF THE
STANDARD SPECIFICATIONS.
A CONCRETE BARRIER RAIL WITH MOMENT SLAB IS REQUIRED ABOVE RETAINING WALL NO. SEE
PLANS FOR CONCRETE BARRIER RAIL WITH MOMENT SLAB DETAILS.
A FENCE OR HANDRAIL IS REQUIRED ON TOP OF RETAINING WALL N0. _ SEE ROADWAY PLANS FOR
FENCE OR HANDRAIL ATTACHMENT DETAILS.
A __ ARCHITECTURAL FINISH IS REQUIRED FOR THE CAST -IN-PLACE REINFORCED CONCRETE
FACE FOR RETAINING WALL NO. _.
A BRICK VENEER 15 REQUIRED FOR RETAINING WALL NO. _ AS SHOWN. SUBMIT BRICK SAMPLES FOR
APPROVAL BEFORE BEGINNING SOIL NAIL WALL CONSTRUCTION.
BEFORE BEGINNING SOIL NAIL WALL DESIGN FOR RETAINING WALL N0. SURVEY WALL LOCATION
AND SUBMIT A REVISED WALL PROFILE VIEW (WALL ENVELOPE) FOR REVIEW. DO NOT START WALL
DESIGN OR CONSTRUCTION UNTIL THE REVISED WALL ENVELOPE IS ACCEPTED.
DESIGN RETAINING WALL NO. _ FOR THE FOLLOWING:
1 H = DESIGN HEIGHT + EMBEDMENT
2 DESIGN LIFE = % or 100 YEARS
3 MINIMUM EMBEDMENT ELEVATION = _ FT
4 IN -SIN ASSUMED MATERIAL PARAMETERS ABOVE -ELEVATION ------ FT:
UNIT WEIGHT, Y = __ LB/CF
FRICTION ANGLE, A = _- DEGREES
COHESION, c = _ LB/SF
5) -IN -SITU -ASSUMED-MATERIAL_PARAMETERS_BELOW-ELEVATION------ FT:
UNIT -WEIGHT, -y-= ----- LB/CF
FRICTION-ANGLE,_0_ ___DEGREES
COHESION. -C-= ___LB/SF
THE MINIMUM EMBEDMENT ELEVATION FOR RETAINING WALL NO. _ INCLUDES EMBEDMENT FOR SCOUR.
DESIGN RETAINING WALL NO. _ FOR A LIVE LOAD (TRAFFIC) SURCHARGE.
DESIGN RETAINING WALL NO. _ FOR THE POINT, -LINE -or -STRIP SURCHARGE LOAD SHOWN.
DESIGN RETAINING WALL NO. _ FOR A PIPE EXTENDING THROUGH THE WALL AS SHOWN. VERIFY PIPE
LOCATION AND ELEVATION BEFORE BEGINNING SOIL NAIL WALL DESIGN OR CONSTRUCTION.
FOUNDATIONS FOR SIGNS, _LIGHTING_or-SIGNALS WILL BE LOCATED BEHIND RETAINING WALL NO. _
AND WILL -or -MAY INTERFERE WITH SOIL NAILS. SUBMIT PROPOSED CONSTRUCTION METHODS
FOR THESE FOUNDATIONS WITH THE SOIL NAIL WALL CONSTRUCTION PLAN.
EXISTING OR FUTURE OBSTRUCTIONS SUCH AS FOUNDATIONS, GUARDRAIL, FENCE OR HANDRAIL POSTS,
PAVEMENTS, PIPES, INLETS OR UTILITIES WILL -or -MAY INTERFERE WITH SOIL NAILS FOR
RETAINING WALL NO. _.
FOUNDATIONS FOR END BENT NO. _ LOCATED AT STATION ___---- WILL_or-MAY INTERFERE WITH
SOIL NAILS FOR RETAINING WALL NO. - SEE "FOUNDATION LAYOUT" SHEET FOR FOUNDATION
LOCATIONS.
DESIGN RETAINING WALL NO. FOR A LATERAL LOAD FROM FOUNDATIONS LOCATED BEHIND THE WALL
APPLIED AS A FACTORED UNIFORM PRESSURE OF __ LB/SF TO THE BACK OF THE CAST -IN-PLACE
REINFORCED CONCRETE FACE.
"TEMPORARY SHORING" IS -or -MAY -BE REQUIRED FOR RETAINING WALL NO. _ IN ACCORDANCE WITH
THE TEMPORARY SHORING PROVISION. SEE ROADWAY,-STRUCTU RE -or -TR AFFI C_CON TROL PLANS.
:I'I I PI>I'i

-I -
STEEL BEAM
GUARDRAIL,
IF APPLICABLE
SEPARATION GEOTEXTILE
(OMIT FOR CONCRETE PAVEMENT,
FULL DEPTH ASPHALT
OR CEMENT TREATED BASE)
i
SEPARATION GEOTEXTILE—J
1
NO. 57 STONE —T-�
1
I
1
I
1
1
I
I
1
BACKFILL MATERIAL
I
1 18" MIN
1
I
1
4" DIA. PERFORATED
DRAIN PIPE,
IF REQUIRED
(SEE NOTE FOR PIPE)
CAST -IN-PLACE UNREINFORCED
CONCRETE FOOTING
(SEE FOOTING STEP DETAIL)
GRADE ELEVATION
7RICTION ANGLE COHESION
STEEL BEAM
LB/CF
DEGREES
BACKFILL
FOUNDATION
GUARDRAIL,
IF APPLICABLE
FINISHED GRADE*
6" MIN
PAVEMENT SECTION, ��
TOP OF WALL
IF APPLICABLE
FINISHED GRADE*
GRADE ELEVATION
L
J
SEPARATION GEOTEXTILE
(OMIT FOR CONCRETE PAVEMENT,
�
PAVEMENT SECTION,
TOP OF WALL
UNREINFORCED PRW CAP UNIT
FULL DEPTH ASPHALT
IF APPLICABLE ry
OR CEMENT TREATED BASE)
6
OVERHANG
-- -
1/2
SEPARATION GEOTEXTILE-
�-
UNREINFORCED PRW TOP UNIT
WALL BATTER
w w
NO. 57 STONE S--1
WALL BATTER
9 DEGREES AX
CL
9 DEGREES MAX
UNREINFORCED PRECAST RETAINING
> ''
I
1
UNREINFORCED PRECAST RETAINING
WALL (PRW) UNIT (TYP)
Ii
WALL (PRW) UNIT (TYP)
WALL FACE
= J
j
WALL FACE
BENCH
w a
= 3
i
BENCH
NO. 57 STONE,
IF APPLICABLE
4' MIN
z w
w
1
BACKFILL MATERIAL i
NO. 57 STONE,
4' MIN
I
SNGLE FACED
vl
w "
1 18" MIN
IF APPLICABLE
SINGLE FACED
PRECAST CONCRETE
o
PRECAST CONCRETE
BARRIER,
BOTTOM6:1
IF APPLICABLE FINISHED GRADE'
(H: V) OR FLA
i
1
BOTTOM
IFAPPLICABLEFINISHED GRADE*
6:1 (H: V) OR FLA
OF WALL
7
1
OF WALL
TOP OF
2%—r
4" DIA. PERFORATED—
TOP OF
29.~
FOOTING
1-
Z
DRAIN PIPE,
FOOTING
w Z
IF REQUIRED
o �
(SEE NOTE FOR PIPE)
6" MIN
TYco
P
12" MIN FINISHED GRADE*
w
CAST -IN-PLACE UNREINFORCED-----
--� 6" MIN
TYP
72" MIN FINISHED GRADE*
2:1 (H:V) OR FLATTER
CONCRETE FOOTING
2:1 (H:V) OR FLATTER
(SEE FOOTING STEP DETAIL)
FN
FOUNDATION
MATERIAL
�� MATERIAL �f
PRECAST GRAVITY
WALL WITH
PRECAST GRAVITY
WALL WITH
CAP PRW UNIT - TYPICAL SECTION
TOP PRW UNIT - TYPICAL SECTION
*SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
*SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
UNREINFORCLL PRECAST NT(TI)WO)UNIT
D D
o e
D' D
X`
1 STEP TOP OF FOOTING
12" MIN IN INCREMENTS OF
PRW UNIT HEIGHT
CAST -IN-PLACE
UNREINFORCED 6' MIN
CONCRETE FOOTING
FOOTING STEP DETAIL
( \ PRECAST GRAVrrY RETAINING WALL
�a
NOTES
FOR PRECAST GRAVITY RETAINING WALLS, SEE PRECAST GRAVITY RETAINING WALLS PROVISION.
FOR STEEL BEAM GUARDRAIL, SEE ROADWAY PLANS AND SECTION 862 OF THE STANDARD
SPECIFICATIONS.
FOR SINGLE FACED PRECAST CONCRETE BARRIER, SEE ROADWAY PLANS AND SECTION 857 OF THE
STANDARD SPECIFICATIONS.
A CONCRETE BARRIER RAIL WITH MOMENT SLAB IS REQUIRED ABOVE RETAINING WALL NO. -.
SEE PLANS FOR CONCRETE BARRIER RAIL WITH MOMENT SLAB DETAILS.
USE PRW UNITS WITH A FACE FOR RETAINING WALL NO. _.
USE PRW UNITS WITH A COLOR FOR RETAINING WALL NO. _.
A DRAIN PIPE IS -or -IS -NOT REQUIRED FOR RETAINING WALL NO. _
BEFORE BEGINNING PRECAST GRAVITY WALL DESIGN FOR RETAINING WALL NO. SURVEY WALL
LOCATION AND SUBMIT A REVISED WALL PROFILE VIEW (WALL ENVELOPE) FOR REVIEW. DO NOT
START WALL DESIGN OR CONSTRUCTION UNTIL THE REVISED WALL ENVELOPE IS ACCEPTED.
DESIGN RETAINING WALL NO. - FOR WALL HEIGHTS EQUAL TO THE DESIGN HEIGHT PLUS DEPTH
TO TOP OF FOOTING (DIFFERENCE BETWEEN GRADE ELEVATION AND TOP OF FOOTING ELEVATION).
DESIGN RETAINING WALL NO. FOR THE FOLLOWING:
1)MAXIMUM FACTORED VERTICAL PRESSURE ON FOUNDATION MATERIAL = LB/SF
23 MINIMUM EMBEDMENT ELEVATION = FT
3 IN-SITU ASSUMED MATERIAL PARAMETERS:
MATERIAL TYPE UNIT WEIGHT
7RICTION ANGLE COHESION
(Lt/SF
LB/CF
DEGREES
BACKFILL
FOUNDATION
THE MINIMUM EMBEDMENT ELEVATION FOR RETAINING WALL NO. _ INCLUDES EMBEDMENT FOR
SCOUR.
DESIGN RETAINING WALL NO. _ FOR A LIVE LOAD (TRAFFIC) SURCHARGE.
DESIGN RETAINING WALL NO. - FOR THE POINT,_LINE_or_STRIP SURCHARGE LOAD SHOWN.
DESIGN RETAINING WALL N0. - FOR A PIPE EXTENDING THROUGH THE WALL AS SHOWN. VERIFY
PIPE LOCATION AND ELEVATION BEFORE BEGINNING PRECAST GRAVITY WALL DESIGN OR
CONSTRUCTION.
DO NOT PLACE CONCRETE FOR FOOTINGS FOR RETAINING WALL NO. - UNTIL EXCAVATION
DIMENSIONS AND FOUNOATION MATERIAL ARE APPROVED.
"TEMPORARY SHORING" IS -or -MAY -BE REQUIRED FOR RETAINING WALL N0. IN ACCORDANCE
WITH THE TEMPORARY SHORING PROVISION. SEE ROADWAY, -STRUCTU RE_or_TRAFFIC_CONTROL
PLANS.
AT THE CONTRACTOR'S OPTION, "TEMPORARY SHORING FOR WALL CONSTRUCTION" MAY BE USED
TO CONSTRUCT RETAINING WALL NO. SEE PRECAST GRAVITY RETAINING WALLS PROVISION
FOR TEMPORARY SHORING FOR WALL CONSTRUCTION.
W o
U
F -
Ln
Z
w O
rV U
0 0
0
NQ
W ~
r, O
a
o �
W
I
U
cn
1n
0
a
U

FINISHED GRADE OR CONCRETE DITCH AND
END BENT SLOPE' � �IF APPLICABLE, CONCRETE
SLOPE PROTECTION -
MIN
FINISHED -�
GRADE ­
GRADE ELEVATION
BOND BREAKER WITH DITCH--/
4" MIN
TIMBER LAGGING
(AS NEEDED)
GEOCOMPOSITE DRAIN
STRIPS ® 10' MAX
HORIZONTAL SPACING
BOTTOM OF WALL
TOP OF LEVELING PAD
NO. 57 STONE
o STEEL H -PILE
i
CONCRETE OR GROUT
r g FOR DRILLED -IN PILES::::�� n
c� F
NOTES:
CAST -IN-PLACE REINFORCED
CONCRETE COPING
TOP OF WALL
FINISHED GRADE OR CONCRETE DITCH AND IF APPLICABLE.
END BENT SLOPE- CONCRETE SLOPE PROTECTION*
TOP OF WALOP COPING CONCRETE
12" MIN WITH DITCH
- 12" MIN WITH DITCH
-
�- 21,
-BOND BREAKER VI TH DITCH
�- 4" MIN
FINISHED
2" MIN
6" MIN
GRADE••
F- 4" MIN
6" MIN
BOND BREAKER WITH DITCH*
DOWEL w
w �
& a
GRADE ELEVATION
w
6" MIN > a-
-WALL WALL FACE & a o
FRONT OF H -PILE yJi
TIMBER LAGGING---
WALL FACE &
FRONT OF H -PILE I �!
(!,
FINISHED GRADE OR
CONCRETE DITCH AND IF APPLICABLE,
- PRECAST CONCRETE I z
w
(AS NEEDED)
PRECAST CONCRETE w
END BENT SLOPE**
CONCRETE SLOPE
PROTECTION*
PANEL �'
x
- SINGLE FACED PRECAST
GEOCOMPOSITE DRAIN
_
PANEL U
a
CONCRETE BARRIER, w a H
3
STRIPS ®10' MAX
w H
SINGLE FACED PRECAST x 3
TOP OF WALL
x
IF APPLICABLE
HORIZONTAL SPACING
CONCRETE BARRIER, Z w
(SEE NOTE FOR FENCE OR HANDRAIL
z w
IF APPLICABLE u w
ON TOP OF WALL, IF APPLICABLE)
2 N
BOTTOM OF WALL
rn In
v
FINISHED GRADE** w "
6:1 (H: V) OR FLATTE
TOP Of LEVELING PAD
FINISHED GRADE-
EXTENSION
6: 1 (H: V) OR PLATTE
6 MIN WITHOUT DITCH
NO. 57 STONE
- 12" MIN WITH DITCH
_2%
FINISHED
IM'
6" MIN
GRADE`*
+Ifl
WALL EMBEDMENT
EMBEDMENT
BOND BREAKER WITH DITCH *
e4 11
nw'
WALL FACE
12 MIN
LEVELING PAD
_WALL
12 MIN
GRADE ELEVATION
FRONT OF H -PILE a
6 MIN
AGGREGATE SHOULDER
AGGREGATE SHOULDER
TIMBER LAGGING
fl
CAST -IN-PLACE I
DRAIN IN ACCORDANCE
WITH ROADWAY STANDARD
STEEL H -PILE
DRAIN IN ACCORDANCE
(AS NEEDED)
��
REINFORCED
CONCRETE FACE m w
DRAWING NO. 816.02
WITH ROADWAY STANDARD
DRAWING NO. 816.02
GEOCOMPOSITE DRAIN
= j
0 1
STRIPS ®10' MAXSINGLE
FACED PRECAST = 3
CONCRETE OR GROUT
HORIZONTAL SPACING
CONCRETE BARRIER,
FOR DRILLED -IN PILES
IT
IF APPLICABLE w
BOTTOM OF WALL
N
w
TOP OF LEVELING PADI
FINISHED GRADE**o
fl
6:1 (H:V) OR FLATTEE
SOLDIER PILE
WALL WITH
N0. 57 STONE
PRECAST PANEL -
TYPICAL SECTIONS
G�
AT THE CONTRACTOR'S OPTION, CONNECT COPING TO PANELS WITH
DOWELS OR EXTEND COPING DOWN BACK OF PANELS AND PILES.
*SEE CONCRETE DITCH BEHIND WALL DETAILS.
**SEE PLANS FOR FINISHED GRADE OR END BENT SLOPE DETAILS.
run JULUILR HILL RETAINING WALLS, SEE SOLDIER PILE RETAINING WALLS
PROVISION.
FOR STEEL BEAM GUARDRAIL, SEE ROADWAY PLANS AND SECTION 862 OF THE
STANDARD SPECIFICATIONS.
FOR SINGLE FACED PRECAST CONCRETE BARRIER, SEE ROADWAY PLANS AND
SECTION 857 OF THE STANDARD SPECIFICATIONS.
A CONCRETE BARRIER RAIL WITH MOMENT SLAB IS REQUIRED ABOVE
RETAINING WALL NO. _. SEE PLANS FOR CONCRETE BARRIER RAIL WITH
MOMENT SLAB DETAILS.
A FENCE OR HANDRAIL IS REQUIRED ON TOP OF RETAINING WALL NO. _
SEE ROADWAY PLANS FOR FENCE OR HANDRAIL ATTACHMENT DETAILS.
DRILLED -IN H -PILES ARE REQUIRED FOR RETAINING WALL NO. _.
AT THE CONTRACTOR'S OPTION, USE DRIVEN H -PILES FOR RETAINING WALL
NO. _.
USE A SOLDIER PILE RETAINING WALL WITH PRECAST CONCRETE PANELS THAT
MEET SECTION 1077 OF THE STANDARD SPECIFICATIONS FOR RETAINING WALL
N0. _
AN EXPOSED AGGREGATE FINISH THAT MEETS ARTICLE 1077-12 OF THE
STANDARD SPECIFICATIONS IS REQUIRED FOR PRECAST CONCRETE PANELS FOR
RETAINING WALL NO. _.
PAINT GALVANIZED H -PILES GRAY -or -BLACK IN ACCORDANCE WITH ARTICLE
442-12 OF THE STANDARD SPECIFICATIONS FOR RETAINING WALL NO. _
USE A SOLDIER PILE RETAINING WALL WITH A CAST -IN-PLACE REINFORCED
CONCRETE FACE FOR RETAINING WALL NO.
A ARCHITECTURAL FINISH IS REQUIRED FOR
PRECAST_CONCRETE-PANELS-or-THE_CAST-IN-PLACE_REINFORCED-CONCRETE_FACE
FOR RETAINING WALL NO. _
A BRICK VENEER IS REQUIRED FOR RETAINING WALL N0. AS SHOWN.
SUBMIT BRICK SAMPLES FOR APPROVAL BEFORE BEGINNING SOLDIER PILE
WALL CONSTRUCTION.
BEFORE BEGINNING SOLDIER PILE WALL DESIGN FOR RETAINING WALL NO.
SURVEY WALL LOCATION AND SUBMIT A REVISED WALL PROFILE VIEW (WALL
ENVELOPE) FOR REVIEW. DO NOT START WALL DESIGN OR CONSTRUCTION
UNTIL THE REVISED WALL ENVELOPE IS ACCEPTED.
DESIGN RETAINING WALL N0. FOR THE FOLLOWING:
1 H =DESIGN HEIGHT + WALL EMBEDMENT
2 DESIGN LIFE = 75_or_100 YEARS
3 IMNIMUM WALL EMBEDMENT ELEVATION = FT
4 MNIMUM PILE PENETRATION INTO ROCK = FT
5 IN-SITU ASSUMED MATERIAL PARAMETERS ABOVE_ELEVATION FT:
UNIT WEIGHT,
FRICTION ANGLE, 0 LB/CF
COHESION, c = LB/SF
6)JN-SITU-ASSUMED_MATERIAL-'ARAMETERS_BELOW_ELEVATION FT:
UNIT -WEIGHT, LB/CF
FRICTION_ANGLE,_�_-bEGREES
COHESION, _c_= -_LB SF
7)JN-SITU-ASSUMEDiATERIAL-PARAMETERS-BELOW-ELEVATION FT:
ROCK _M ASS -SHEAR -STRENGTH, -Sm _= ----- LB/SF
THE MINIMUM WALL EMBEDMENT ELEVATION FOR RETAINING WALL NO. _
INCLUDES EMBEDMENT FOR SCOUR.
DESIGN RETAINING WALL NO. _ FOR A LIVE LOAD (TRAFFIC) SURCHARGE.
DESIGN RETAINING WALL NO. _ FOR THE POINT,_LINE-or_STRIP SURCHARGE
LOAD SHOWN.
DESIGN RETAINING WALL NO. FOR A PIPE EXTENDING UNDER OR THROUGH
THE WALL AS SHOWN. VERIFY PIPE LOCATION AND ELEVATION BEFORE
BEGINNING SOLDIER PILE WALL DESIGN OR CONSTRUCTION.
AT THE CONTRACTOR'S OPTION, USE A TEMPORARY SLOPE INSTEAD OF
TEMPORARY SUPPORT OF EXCAVATIONS FOR RETAINING WALL NO. _.
"TEMPORARY SHORING" IS -or -MAY -BE REQUIRED FOR RETAINING WALL NO. _
IN ACCORDANCE NTH THE TEMPORARY SHORING PROVISION. SEE
ROADWAYSTRUCTURE_or_TRAFFIC_CON TROL PLANS.
SOLDIER PILE RETAINING WALL
�c
STEEL H -PILE
CONCRETE OR GROUT
FOR DRILLED -IN PILES
AGGREGATE SHOULDER
DRAIN IN ACCORDANCE
WITH ROADWAY STANDARD
DRAWING NO. 816.02
SOLDIER PILE WALL WITH
CAST -IN-PLACE FACE - TYPICAL SECTION
*SEE CONCRETE DITCH BEHIND WALL DETAILS.
**SEE PLANS FOR FINISHED GRADE OR END BENT SLOPE DETAILS.
H
R
0

OF
r
U
o
4'-6
RETAINING WALL SEE PLANS.
SAFETY RAIL
11/4" RAIL
(TYP.)
1. PIPE RAILING 8 POST: SCHEDULE 40 GALVANIZED STEEL PIPE MEETING THE
REQUIREMENTS OF ASTM A53.
2. BASE PLATE: BASE PLATE SHALL BE IN ACCORDANCE WITH ASTM 8209,
3. JOINTS: ALL FIXED JOINTS ARE TO BE EITHER WELDED ALL AROUND AND
GROUND SMOOTH OR COMMERCIALLY DESIGNED FIXED JOINT SYSTEMS
(SOLDERED, BRAZED, FUSED, BONDED OR SHRINK FITTED).
4. WELDING: ALL WELDING BE IN ACCORDANCE WITH THE AMERICAN
WELDING SOCIETY STRUCTURAL WELDING CODE.
5, RAIL ANCHORS SHOWN IN THIS DETAIL REFER TO ATTACHMENT TO CONCRETE
GREENWAY WITH FOOTINGS. IN LOCATIONS WHERE CONCRETE PAVEMENT IS ON
TOP OF OR ADJACENT TO RETAINING WALLS, THE SAFETY RAIL SHALL
BE INSTALLED TO THE RETAINING WALL PER MANUFACTURER'S RECOMMENDATIONS.
(_! \ SAFETY RAIL
20
�CONCRITE JOINT FILLER CONCRETE SHOULDER
6"
NOTE: SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESS.
_ 2 TRANSVERSE EXPANSION JOINT
2D
POST (IY4"
SCH. 40 STEEL �`�
TUBING) \
BASE MOUNT-.
GALVANIZED HEX
NUT &SQUARE
s-.
re BOLT EPDXIED
INTO CONCRETE
POST (lY4"
SCH. 40 STEEL
TUBING)
BASE MOUNT
`�
GALVANIZED HEX _
w
BOLT EPDXIED
;INTO CONCRETE
t
I
r.d
ry
WASHER \
BEHIND RETAINING WALL
NUT & SQAUUHRR \\
,
i
O $o
RETAINING
T
RAIL CONNECTION
W O
&tFMER
N U
D_
6"
O
6"
H
NATURAL
FINISHED
GRADE
GROUND
jh
a D= 1.0'
B= 1.0'
-'>.-
(MIN.)
(MIN.)
i � z r `o
SEE TYPICAL SECTIONS !
13'
yt
/W' ; ? z 2
FOR FOOTING DETAILS 3'
(MIN.)
MIN.)
24"
G o
z a
HANDRAIL ANCHOR ON CONCRETE GREEN WAV OR
RETAINING- WALL W L p ANc
CONCRETE FOOTING
CLASS AA CONCRETE
�
o
HANDRAIL ANCHOR OUTSIDE OF CONCRETE GREENWAY
Y . - / `—TOP RAIL
VERTICAL RAIL — -
_��.......-ate.,, BOTTOM RAIL
�'...f........_.
o
E- Z
__
O
BEHIND RETAINING WALL
U
( Hot to Sale)
cn F-
RETAINING
cn N
Z
RAIL CONNECTION
W O
&tFMER
N U
D_
O
H
NATURAL
1
FROM -Y3- STA. 502+40 TO STA 502+63 RT
DITCH DETAILS
2D
DETAIL 2
SPECIAL'V DRO1
( Not to Sale)
Front
Natural 'L� Drtch
slope
d D
Min. D= 1.0 FL
Type of Liner= PSRM Max d= 0.5 FL
FROM -Y3- STA 501+32 TO STA 503+20 RT
FROM -LI- STA 135+32 TO STA 137+95 RT
DETAIL 3
TOE PROTECTION
( Hot m Srale)
NATURAL Q
GROUND b S
d= 2 FL d
b= 2 FL FILL
SLOPE
Type of Liner= PSRM
FROM -Y2- STA TO STA RT
DETAIL 1
CONCRETE DITCH
BEHIND RETAINING WALL
( Hot to Sale)
RETAINING
&tFMER
B ti
NATURAL
1
GROUND
a D= 1.0'
B= 1.0'
FROM -Y3- STA. 502+40 TO STA 502+63 RT
DITCH DETAILS
2D
DETAIL 2
SPECIAL'V DRO1
( Not to Sale)
Front
Natural 'L� Drtch
slope
d D
Min. D= 1.0 FL
Type of Liner= PSRM Max d= 0.5 FL
FROM -Y3- STA 501+32 TO STA 503+20 RT
FROM -LI- STA 135+32 TO STA 137+95 RT
DETAIL 3
TOE PROTECTION
( Hot m Srale)
NATURAL Q
GROUND b S
d= 2 FL d
b= 2 FL FILL
SLOPE
Type of Liner= PSRM
FROM -Y2- STA TO STA RT

ol
EXISTING GROUND
HEADER BOULDER ,TYP.
SEE PROFILE FOR
1DING WELL GRADED MIX ELEVATION
INCLUDING NATURALCHANNELMATERIAL (SND AND
COBBLE). BACKFILL TWTH
16" DEEP WELL -GRADED MIX OF rry SCOUR POOL, `BACKFILL MATERIAL 2"-6" RIP RAP
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MIX OF 2"-6" RIP RAP
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FOOTER BED. 6" DEPTH OF /57 STONE Z `s
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WELL GRADED MIX OF 1"-12" L
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NATURAL CHANNEL MATERIALNOT OR
p i SIGNIFICANCES HAVE ANY NOT HAVE GAPS O
< a r l BOULDERS SHALL BE A WNNR11 2iUY0T. W O
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a 3. BOULDER SHALL BE 2' X 2' 2'.
L=_ \ ROCK SILL P�
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2F � N 0 l—

-L1-
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 102+96 104+50
0
SEE MA
-L1-
TYPICAL SECTION NO. 2
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 104+50 106+11
-L1-
2A FDR 1RANSt SEE PLANS
DWANSIM JONT
TYPICAL SECTION NO. 3
12' WIDE GREENWAY
ALIGNMENTBEGIN STATION END STATION
-L1- 106+11 109+76
-Ll- 112+51 115+10
WOODLAW'N ROAD
IAN. DEPTR e• cmawm
]BO PS W/ IJE111Q1 BROW
n" PERPENDIQAAR ro TRAFFIC
r
SUP
DOIWLS NP
DRAINAGE
neEAGALSS MEI AWIVE ANN
l�� -`\�`° CHEL
FOR REINFORCEMENTl tL ��5��1i�2. �EMMC QUADRUPLE BOX
CULVERT (IZW if IS- H)
TYPICAL SECTION NO. 4
12' WIDE GREENWAY THROUGH CULVERT
ALIGNMENT BEGIN STATION END STATION
-L1- 110+41 111+67
NOTE: STRUCTURAL AND HYDRAULIC CALCULATIONS AND
DESIGN TO BE SUBMITTED FOR NCDOT REVIEW. NCDOT
ENCROACHMENT REQUIRED.
PAVFMFNT.qC'.HPnI II F
®
6"CONCRETE
QPROPOSED
1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE (S9.SB)
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
1
PROPOSED 1.5- ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
(119.88) AT AN AVERAGE RATE OF 171 LB5. PER SO. YD.
O6"
AGGREGATE BASE COURSE
PRECAST MODULAR BLOCK RETAINING WALL (LARGE BLOCK) - SEE NOTE 4
©
SOIL NAIL WALL -SEE NOTE 4
SOLDIER PILE WALL- SEE NOTE 4
OEARTH
MATERIAL
NOTES:
1. SEE PLANS FOR SPECIFIC GREENWAY LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
J. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. REFER TO CROSS
SECTIONS FOR PROPOSED SUPERELEVATION.
4. SEE WALL PLANS AND DETAIL SHEETS 2A - 2C.
O
Z `
i
E

-L1- -L1-
oil
C2' TO 5' -'j ---1 I I2-�2.1
SEE PLANS
TYPICAL SECTION NO. 5
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 115+10 117+51
��fiL0UFM1
TYPICAL SECTION NO. 7
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-1-1- 118+70 119+70
-1-1- 124+50 127+85
-L1- -L1- E-+ Z
wo
ry
2' TO 5' 12'—f-2' TO 5' 2' TO 5' 12' S' U)
6-B SAFETY SEP DETAIL SNEEr 6• 6, O
SFA 111+50 TO 116+50 w
U
SAFELY SIX
OETNL SHEET
EASTMIG E1p51NC
z 2 D z - SEE wA(t 0
O
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z0�O�z 2.D RM+S OZ
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a
TYPICAL SECTION NO. 6
12' WIDE GREENWAY
ALIGNMENT
BEGIN STATION
END STATION
L1-
117+51
118+70
L1-
119+70
124+50
L1-
171+17
176+96
TYPICAL SECTION NO. 8
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
1-1- 127+85 127+95
PAVFMFNT S( .Hp:ni II F
®
I -CONCRETE
QPROPOSED
1.5- ASPHALT CONCRETE SURFACE COURSE, TYPE (S9.5B)
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
PROPOSED 1.5 -ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
(119.08) AT AN AVERAGE RATE OF 171 LBS. PER SO. YD.
Q6-
AGGREGATE BASE COURSE
PRECAST MODULAR BLOCK RETAINING WALL (LARGE BLOCK) - SEE NOTE 4
©
SOIL NAIL WALL - SEE NOTE 4
SOLOIERPILE WALL-SEENOTE4
OEARTH
MATERIAL
NOTES:
1. SEE PLANS FOR SPECIFIC GREEN WAV LO(',ATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. REFER TO CROSS
SECTIONS FOR PROPOSED SUPERELEVATION.
4. SEE WALL PLANS AND DETAIL SHEETS 2A- 2C.
W

PROPOSED'
DETAIL
BEOW
PRSEE
Ol
TYPICAL SECTION NO. 9
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 134+20 134+30
-L1-
TYPICAL SECTION NO. 10
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION?' END STATION
-L1- 134+30 138+03
clsl
SEE WALL
TYPICAL SECTION NO. 11
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 138+03 139+01
SEE WALL
-L1-
6"CONCRETE
QPROPOSED
ILS"ASPHALT CONCRETE SURFACE COURSE. TYPE(S9.5B)
2
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
PROPOSED ILS" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
(119.08) AT AN AVERAGE RATE OF 171 LBS. PER SO. YD.
6" AGGREGATE BASE COURSE
'
SAFELY SFE OTE
©
SOIL NAIL WALL - SEE NOTE 4
SOLDIER PILE WALL- SEE NOTE 4
91EET
STA. 139+50 TO 140+84
MATERIAL
5
PGL
EXMTM
calauro
2.OS
"o 2.OR 2.0
E195TW0
TYPICAL SECTION NO. 12
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION FEND STATION
-L1- 139+01 140+84
DETAIL 1
STANDARD V DITCH
(NOT TO SCALE)
NATURAL NATURAL
GROUND ?'� D 21 GROUND
Min. D=1.0FT
TYPE OF LINER = PSRM
PAVFMFNT.grHFmII F
®
6"CONCRETE
QPROPOSED
ILS"ASPHALT CONCRETE SURFACE COURSE. TYPE(S9.5B)
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
PROPOSED ILS" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
(119.08) AT AN AVERAGE RATE OF 171 LBS. PER SO. YD.
6" AGGREGATE BASE COURSE
PRECAST MODULAR BLOCK RETAINING WALL (LARGE BLOCK) - SEE NOTE 4
©
SOIL NAIL WALL - SEE NOTE 4
SOLDIER PILE WALL- SEE NOTE 4
OEARTH
MATERIAL
NOTES:
I. SEE PLANS FOR SPECIFIC GREENWAY LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. REFER TO CROSS
SECTIONS FOR PROPOSED SUPERELEVATION.
4. SEE WALL PLANS AND DETAIL SHEETS 2A -2C.
W
F

-L1-
6•�8•
[%� EFS'71NG
SUGAR CRIXK� Z 3
:���:
RIP RAP TOE
PR07ECYION.
SEE PINTS
TYPICAL SECTION NO. 13
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION''
-L1- 141+54 143+15
TYPICAL SECTION NO. 14
12' WIDE GREENWAY
ALIGNMENT
BEGIN STATION
END STATION
L1-
143+15
144+82
L1-
145+42
145+52
-L1-
150+25
151+28
-L1-
155+58
156+59
-L1-
157+18
159+18
SAFETY SEE DET
STA 147+50 TO
EMSTING
GROUND
E10SIHG UT L'
COSTING
GROLRO
E145TlIG
calaLRo
144—
T
TYPICAL SECTION NO. 15
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 145+52 147+95
-L1- 151+28 153+21
TYPICAL SECTION NO. 16
12' WIDE GREENWAY
TD ETasim
ALIGNMENT BEGIN STATION END STATION
L1- 1 147+95 150+25
* PAVING NOTE: INSTALL PAVING FABRIC AND PAVING
COURSES SHOWN ON EXISTING PAVERS.
PAVFMFNT.qrHFni II F
®
.-CONCRETE
QPROPOSED
1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE (S9.5B)
AT AN AVERAGE RATE 01 1. LBS. PER SO. YD.
PROPOSED 1.5' ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE
(119.013) AT AN AVERAGE RATE OF 171 LBS. PER SO. YD.
Q6"
AGGREGATE BASE COURSE
PRECAST MODULAR BLOCK RETAINING WALL (LARGE BLOCK)- SEE NOTE 4
©
SOIL NAIL WALL - SEE NOTE 4
SOLDIER PILE WALL - SEE NOTE 4
OEARTH
MATERIAL
NOTES:
1. SEE PLANS FOR SPECIFIC GREENWAY LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. REFER TO CROSS
SECTIONS FOR PROPOSED SUPERELEVATION.
4. SEE WALL PLANS AND DETAIL SHEETS 2A - 2C.

12'
5 -I
VARIES
5 2 TO 5
•...'1
weuVESTING
I
I i
EXISTING
cEealNo
TYPICAL SECTION NO. 17
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
L1-1 153+21 154+00
-L1-
-L1-
vewmc i
GREENWAY 10
]( OF CURB
TYPICAL SECTION NO. 19
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 156+59 157+18
-L1-
VARIES 1
2' TO 5'12' -
WALL
/HANDRAIL SEE
DETAIL SNIFF
I
SEE WALL PLAITS I IfPGL-7—.
EXISTING
manor
T 1
TYPICAL SECTION NO. 18
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 154+00 155+58
-0' TO 2'
6'CONCRETE
9' MIN
ETRATF GROUND PER
STRAIFOTA PVNS,
APPRo1ED 4h/2014
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
`SFE WALL PLANS
PROPOSED 1.5' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
TYPICAL SECTION NO. 20
12' WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-L1- 159+18 161+70
-L1- 163+03 166+55
PAVFMFNT SrHF:ni II F
®
6'CONCRETE
QPROPOSED
1.5" ASPHALT CONCRETE SURFACE COURSE. TVPE (S9.5B)
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
PROPOSED 1.5' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
1
(I19.OB) AT AN AVERAGE RATE OF 171 LBS. PER SO. YD.
6' AGGREGATE BASE COURSE
PRECAST MODULAR BLOCK RETAINING WALL (LARGE BLOCK) - SEE NOTE 4
©
SOIL NAIL WALL - SEE NOTE 4
SOLDIER1ILEWALL-SEENOTE4
OEARTH
MATERIAL
NOTES'.
1. SEE PLANS FOR SPECIFIC GREENWAY LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED,
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE, REFER TO CROSS
SECTIONS FOR PROPOSED SUPERELEVATION.
4. SEE WALL PLANS AND DETAIL SHEETS 2A- 2C.

N
0
u
-Ll-
/IDISTIM MCUNG PIR
STRATFOW PLANS.
APPROYM 4/3/2M4
ANs
TYPICAL SECTION NO. 21
12'WIDE GREENWAY
ALIGNMENT F BEGIN STATION END STATI
-Ll- 1 161+70 _j62+502�_1
-Ll-
qST 40' SPAN
VARIES VARIES
0 ' To 2
EXISTING PIER 6.
0 40 O.C. w
z
GRADE TO NOT d
WACT ENSTING PIER
EMSTING LITTLE
SUGAR a*u
I t
TYPICAL SECTION NO. 22
12'WIDE GREENWAY UNDERPASS
ALIGNMENT EBEGINSTATION END STATION
_Ll- 162+50 163+21
TYPICAL SECTION NO. 23
-9' MIN
- —CRETE
PROPOSED 1.1"ASP—T C NCRETE SURFACE COURSE, TYIE (sq.58)
7'----
AT AN AVERAGE RATE OF IN LBS� PER S.. YD.
P POSED 1.1"ASPHALT —CRETE INITRIVIEDIATE COURSE, TYPE
NAUL PLANS
(119-OB)ATAN AVERAGE RATE OF 171 LBS. PER SO. YO.
12'WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-Ll- 163+21 166+83
2- 11
COSTING
GRMIND
TYPICAL SECTION NO. 24
12'WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-Ll- 167+47 169+52
PAVFMFNT 1;(,'HFDLJI F
@
- —CRETE
PROPOSED 1.1"ASP—T C NCRETE SURFACE COURSE, TYIE (sq.58)
AT AN AVERAGE RATE OF IN LBS� PER S.. YD.
P POSED 1.1"ASPHALT —CRETE INITRIVIEDIATE COURSE, TYPE
(119-OB)ATAN AVERAGE RATE OF 171 LBS. PER SO. YO.
AGGREGATE BASE .-RSE
PRECAST ... 11-R .1-1 RETAINING WALL (LARGE BLOCK) - SEE NOTE 4
OlL —1 -ALl - SEE NOTE 4
@
SOLDIER PILE —11 - SEE NOTE 4
MATE.
NOTES.
1. SEE PLANS FOR SPECIFIC GREENWAY LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. REFER TO CROSS
SECTIONS FOR PROPOSED SUPERELEVATION.
4. SEE WALL PLANS AND DETAIL SHEETS 2A - 2C.
CA
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en I " t-

TYPICAL SECTION NO. 25
12'WIDE GREENWAY
ALIGNMENT BEGIN STATION END STATION
-Ll- 177+86 180+75
-Y2-
TYPICAL SECTION NO. 26
6'WIDE CONNECTION
ALIGNMENT NTION END STATION
-Y2- 400+00 401+18
E3
-Y2-
TYPICAL SECTION NO. 27
6'WIDE CONNECTION
ALIGNMENT F:� �EGIN STATION END STATION
-Y2- 1 401+18 401+96
-Y2-
TYPICAL SECTION NO. 28
6'WIDE CONNECTION
ALIGNMENT BEGIN STATION END STATION
-Y2- 401+96 403+15
r)r-!TAII 0
STANDARD V DITCH
(NOT TO SCALE)
NATURAL NATURAL
GROUND GROUND
Min. D = 1.0 FT
TYPE OF LINER = PSRM
PAVFMFNT.qrHi=ni 11 F
NOTES
1. SEE PLANS FOR SPECIFIC GREENWAY LOCATIONS.
2- PAVEMENT EDGE SLOPES ARE 1.1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. REFER TO CROSS
SECTIONS FOR PROPOSED SUPERELEVATION.
4. SEE WALL PLANS AND DETAJL SHEETS 2A - 2C.
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PROPOSED 1.5- ASPHALT CONCRETE SURFACE COURSE, TYPE (S9.58)
AT AN AVERAGE RATE OF 168 LaS. PER SO. YD.
PROPOSED 1.5- ASPHALT CONCRETE INTERMEDIATE COURSE TYPE
(119.0B) AT AN AVERAGE RATE OF 171 LBS. PER SO- YD.
- AGGREGATE —E COURSE
PlRFCAST M.D— .—I RETAINING WALL (LARGE BLOCK) - SEE NOTE 4
...1- NAIL WALL - SEE NOTE 4
SOLDIER PILE WALL - SEE NOTE
EARTH MATERIAL
NOTES
1. SEE PLANS FOR SPECIFIC GREENWAY LOCATIONS.
2- PAVEMENT EDGE SLOPES ARE 1.1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. REFER TO CROSS
SECTIONS FOR PROPOSED SUPERELEVATION.
4. SEE WALL PLANS AND DETAJL SHEETS 2A - 2C.
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CROSS CHARLOTTE
TRAIL
01501618
JOB NO 6
AS NOTED
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PROGRESS SET
NOT FOR CONSTRUCTION
NO, E)ES�MPTION
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KimlepMorn
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NC LICENSE NO. F-0102
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70
SHEET
200 Son h Tryon Street, Suite 200
Charlottite, Nor Is Carolina 28202
09/01/2016
WPM— a,
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-Ll- CURVE 1
-Ll- CURVE 2
-Ll- CURVE 3
-Ll- CURVE 4
PISTA.=101+54.08
PISTA.=102+56.0
PISTA.=103+66.6
PISTA.=104+07.1
A=99*53'1 1"
A=78*38'37'
A=17*24'11"
A=10*21'32"
L=217.92'
L=54.90'
L=30.37'
L=18.08'
T=148.67'
T=32.77'
T=15.30'
T=9.06'
R=125.00'
R=40.00'
R=100.00'
R=100.00'
ART- I GRIFFIN
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A TEMPORARY CONSTRUCTION
EASEMENT (TYP)
TOBY R SPENCER
PIN: 175-151-05 PERMA14EN
DO 29906 PG 991 EAS' CREENWAY
DO 24582 PG 385 EMENT (TYP)
011 11114 P', Wl
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BEGIN CONSTRUCTION
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STA,1102-96.41
lb
CDOT ENCROACHMENT
SLIBMITTA L REQUIRED FOR
UNDERPASS"
PIN: 175-173-04
DB 12026 PG 348
_MECKLIENSURG COUNTY
Me 5 PG 215
LOT 9 BLOCK E
PIN: t75,IT3-01
MECKLE BURGCOUNTY MECKLENBURG COUNTY
PIN: 175-liWS
DS 12254 PG 845
DB 116M PG M Me 5 PG 215
6 BLOCK E HOLDIN
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Me 5 PG 215
LOT
L "_-4RSC GS, INC EXISTING BRIDGE
DO 26531 PG 26
OB 02937 MI 77
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TOBY R SPENCER
PIN: 175-151-05 PERMA14EN
DO 29906 PG 991 EAS' CREENWAY
DO 24582 PG 385 EMENT (TYP)
011 11114 P', Wl
Me 5 PC 187
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e -10
PGZ +
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10 +00
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32.35'
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BEGIN ALIGNMENT
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BEGIN CONSTRUCTION
TIE TO EXIST GREENWAY
STA,1102-96.41
lb
CDOT ENCROACHMENT
SLIBMITTA L REQUIRED FOR
UNDERPASS"
PIN: 175-173-04
DB 12026 PG 348
_MECKLIENSURG COUNTY
Me 5 PG 215
LOT 9 BLOCK E
PIN: t75,IT3-01
MECKLE BURGCOUNTY MECKLENBURG COUNTY
PIN: 175-liWS
DS 12254 PG 845
DB 116M PG M Me 5 PG 215
6 BLOCK E HOLDIN
OT 10 BLOCK E, R'
Me 5 PG 215
LOT
L "_-4RSC GS, INC EXISTING BRIDGE
DO 26531 PG 26
OB 02937 MI 77
'Z—
'PA
(p
GRAPHIC SCALE IN FEET
0 1 . 0 2 . 0 4
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10 50 101+00 101+50 102+00 102+50 103+00
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592
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MATTHEW MOSBY STE H N DEUTSCH
& KELLY MOSBY 8. CATPERINE DEUT CH
PI STA.=104+83.62
PI STA.=105+97.13
PI STA.=107+12.44
PI STA.=400+13.06
175-151-09 PIN: 175-151-10
A=49*50'22
A=13*21'02"
A=8*13'29"
A=90*00'00'
DP131N:
30026 PG 1�1 DB 28763 PG 52
28671 PG 324 D PPGG 854239
L=43.49'
T=23.23'
L=23.30'
T=11.70'
L=28.71'
T= 14.38'
L=6.28'
T=4.00'
De 957 PG 977 D: 12SM61818
B 5 64 187 DII 11.1 PG 3112
GRAPHIC SCALE IN FEET
R=50.00'
R=100.00'
R=200.00'
R=4.00'
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MB 5 PG 187
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-L1- CURVE 8
-L1- CURVE 9
-L1 - CURVE 10
-Y2- CURVE 402
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L=14.06'
L=15.89'
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T=9.09'
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T=7.96'
R=100.00'
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- - - - - - --
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TOBY R SPENCER
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PIN: 175 -151-39
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LARGE BLOCK GRAVITY WALL
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AERIAL S -WER
—
--------------
- - - - - - -
- - - - - - --
- - - -
8.5'
----------
- - -- - - - - - - - - - - - - -
- - - - - - -
1 Ub+UU lu5+5u lub+00 106+50 107+00 107+50 108+00 108+50 109+00
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-L1 -CURVE 13
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CURVE TABLE
PISTA.=114+23.49
A=50*05'31"
A=19*23'23"
A=7'29'54"
RADIUS LENGTH CHORD BEARING CHORD
L=52.46'
L=67.68'
L=26.17'
CU7 65
T=28.04'
T=34.17'
T= 13.11'
-
c
R=60.00' R=200.00' R=200.00' e
21
__AO3+ 3Q +-45..
URVE 403 _CU Y2- CURVE 405 F
__�6.3Q 50�+
-Y2- C -Y2- URVE 404 P - I STA.=403+02.31 A END CC&STRUCTION _Y2 c
PI STA.=401+36.50 PI STA.=402+39.03
A=4*27'23" A=37'07'16" A=86*28*04" ST -A:403+14.76
L=7.78' L=19.44' L=15.09' PC: 2 1 9 .91. TIE TO EXISTING SIDEWALK
prc
T=3.89' T=10.07' T=9.40' /OE�\
R=100.00' R=30.00' R=10.00'
PRO OSED 6'
CONNECTION (-Y2-)
PROPOSED 6'CONNECTION (.Y3-)
PROPOSEDTIEMPORARY REMOVE 40 LF OF EXIST
CONSTRUCTION EASEMENT CONCRETE FLUME AND
PROPOSED WALLS #4 40 +48.39 -L REDIRECT FLUME AROUND
TRAIL CC N ECTION
LARGE BLOCK GRAVITY WALL CONTRACTOR MLIST
SEE SHEETS: I TO RW 14
COORDINATE SEQUENCING SUCH
'THAT TIEREDWALLS DO NOT
A -
PROPOSED PERMANE141 COMPROMISE EACH OTHER
GREENWAY EASEMENT PARK,SELWYN. LLC zl�
PIN: 175-134-01 FEDERICO BROCCOLI
PROPOSED 6' DB 08578 PG 713 EXISTING POLE -6.5tFROM EDGE OF TRAIL PINA75-134-14
CONNECTION (-Y2-) ..PROPOSEDWALLS #7 .N.
SOLDIER PILE RETAINING WALL E.CTI.NG.Y WIRE IMPACT TO BE DB 22659 PG 121
RE . RtNG UTUTY, COORDINATION DB 11523 PG 393
PROPOSED WALLS #3 4 623
..SEES41ETS BIN 01 TO RIN-14 095M PG 623/
LARGE B K GRAVITY WALL MECKLENBURG COUNTY 0 DB
DB 08452 PG
LECCS RW -01 TO RW -14 PIN: 175-134-96
SEE SHE PROPOSED 280 LF FENCE FROM
DB 29762 PG 884 STA112,MA15TOSTA115-2386 If
70 t2 DB 8578 PG 713 0 PROPOSED WALLS #5
v M8 28 PG 809 N PERMANENT GREENWAY
_y WALL EASEMENT (TYP)
RGE BLOCK CRAVIT
E SE SHEETS RW 01 TO RW -14
1611-1 70 0 7 E 70 PROPOSED STORM
(TYP)
111+00 S14'25'36"W PROPOSED SA ETY -
_-:i_437U ----------- + C RAIL TYR)
PROPOSED V
E
I cy! ,,DITCH(TYP)
PROPOSED BELOW CRATE �o
GROSSING (-Ll-) T� �(IIJCj END BOARDWALK A.
CULVERT BEGIN CONCRETE 17.3. 0 �3
NWAY MAINTENANCE L) -Ll-STA:112.51.41
A31 NOT SHEET 2,,FOR GREENWAY
THROELIGH CULVERT
END BOARDWALK
L?
BEGIN CULVERT MODIFICATION
71� MH
-Ll- STA:110441.28
GRAPHIC SCALE IN FEET END CONCRETE
END CULVERT MODIFICATION
BEGIN BOARDWALK
0 1 4p V.X BEGIN BOARDWALK 00
-L1 - STA: 109, 76.28
-Ll-STA:111+67.50
INSTALL COLLAPSIBLE CENTER, ,j Lij
BOLILARD. SEE DETAIL SHEET 2A PROPOSED WALL #6 cl)
I E CENTER LARGE BLOCK GRAVITY 'NALL
PROPOSED YYA1,1_#2 INSTALL COLLARS FILE CENTER
LARGE BLOCK GRAvrry WALL 101 LARD. SEE DETAIL SHEET 2A PROPOSED12' SEE SHEETS RW -01 TO RW -14 OE
SEE SHFF.Tb RW -01 TO RVY-14 GREENWAY (-LI-)
A
LINE TABLE
CURVE TABLE
LINE LENGTH
BEARING
CURVE
RADIUS LENGTH CHORD BEARING CHORD
DELTA
TANGENT
Ll
25-00
S6 -T1 5'26.a4E
C501
6.00'
9.4v
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8.49'
90'00'DO'
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L2
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23.56-
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23.54�
729*54'
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110.00-
4.3.91-
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4-3,61'
2252'09'
22.25'
L4
34.67
N56*41'08.45'E
C504
40.00'
19.45'
N4T45'Z2'E
19.26'
27'51'32'
9.92'
L5
3.00
S61'10'2&70'E
C505
6.00'
9.42'
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8.49'
90'00'00"
6.00*
L6
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6.00'
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6.00'
L7
3-00
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6.00'
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9.42'
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PIN: 175-134-01 FEDERICO BROCCOLI
PROPOSED 6' DB 08578 PG 713 EXISTING POLE -6.5tFROM EDGE OF TRAIL PINA75-134-14
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SOLDIER PILE RETAINING WALL E.CTI.NG.Y WIRE IMPACT TO BE DB 22659 PG 121
RE . RtNG UTUTY, COORDINATION DB 11523 PG 393
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..SEES41ETS BIN 01 TO RIN-14 095M PG 623/
LARGE B K GRAVITY WALL MECKLENBURG COUNTY 0 DB
DB 08452 PG
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BEGIN CULVERT MODIFICATION
71� MH
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SEE SHFF.Tb RW -01 TO RVY-14 GREENWAY (-LI-)
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PROPOSED GATE
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PROPOSED12'
GREENWAY(-LI-)
ELEW593L33—
-Ll- CURVE 17
-Ll- CURVE 18
-Ll- CURVE 16
PISTA.=119+96.5'
IDISTA.=1211+28.2�
PISTA.=121+75.59
A=89*57'27"
A=2*42'44"
A=5*25'29"
AD -.&R=
mm"
amar %c
L=157.01'
L=47.34'
L=47.34'
T=99.93'
T=23.67'
T=23.69'
R=100.00'
R=1000.00'
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- CUP
PI STA.=123+54.F8
R=500.00'
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PI STA.=122+22.9,
A=2'42'44*
A=67*25'21"
L=47.34'
L=141.21'
c/y4//v
T=23.67'
T=80.06'
A. 7-1 1.24,
R=1000.00'
R= 120.00'
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DB 4257 PG 405
TEMPORARY CONSTRUCTION
PROPOSED 300 LF FENCE EASEMENT (TYP)
FR6msTA 120-01.83 TO
STA 123�2 97
CONTRACTOR TO AVOID
IMPACTS TO EXISTING GUY
WIRES.
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ELEW593L33—
LC N �T El". 592 29
L(m PONT ST&' 120+9 123
PV
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HIGH NOT ELEV. 594"l U). POINT S.E�k . 59150
HIGH POP IT ST&- I23+4ILa2 LOW PMT STA: I t"1&92
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PI STA.=127+89.37
PI STA.=129+03.57
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(SELW�YN VILLAGE CONDOMINIUMS) PORARY CONSTRUCTION
08 4257 PG Q5
POLE IMPACTS TO
BE ADDRESSED
j PROPOSED12' DURING UTILrrY
GREENWAYI-LI COORDINATION
601
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DB 5799 PC 667
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GRAPHIC SCALE IN FEET
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L=22.01' L=42.80' L=88.75'
T=11.01' T=21.73' T=45.72'
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END CONCRETE R=30.00' R=50.00' GRAPHIC SCALE IN FEET
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& JILL BAINBRIDGE DAVID MISENHEIMER RETAI EX STORM
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DB 290M PIG 499 MISENHEIMER
DB 27609 PG 200 PINAP 1 75- 121-35 RETAIN EXISTING FENCE
DB 22458 PG 443 DB M89 PG 214
D 20081 PG 357 DO 24679 PG 808-
6 DO 4451 PG,3r6
OB19628PG 91
MB " RD 712 MS 7 PG $13
LOT 6 LOT 4 ADJUST MH TO GRADE
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RETAIN EXISTING
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INSTAL' COLLAPSIBLE CENTER BOLLARD
SEE D�TZ SHEET ZE TEMPORARY CONSTRUCTION
EASEMENT (TYR)
MECKLENBURG COUNTY 0
DO 7029 PC K3
PROPOSED WALL #13
RW -01 TO RW -14 CONVERTDI
LARGE BLOCK GRAVITY WALL
SEE SHEETS TCJB
ETAI. I
CONTRACTOR TO AVOID
0 IMPACTS TO EXISTING
STOOPS AND FOUNDATION
PROPOSED
STORM (TYR) MECKLENBURG COUNT
PROPOSED12' OB 7029 PG 503 FES
140 RE MANENT GREENWAY
............ GREENWAY (-Ll-)
7 EASEMENT (TYR)
0
-Ll- CURVE 34
-Ll- CURVE 35
-Ll- CURVE 36 -
-PISTA.=145+55.59
PISTA.=146+25.86
PISTA.=147+14.90
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A=14*05'04"
A=21'29'06"
A=10*28'34"
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L=24.58'
L=37.50'
L=18.28'
T=12.35'
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R=100.00'
R=100.00'
R=100.00'
C35 19'21'
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BEGIN CONCRETE
P1 STA.=147+89.39
P1 STA.=148+19.89
P1 STA.=149+93.6�
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A=26'49'32"
A=8*02'59"
L=43.73'
L=19.90'
L=14.05'
T=23.38-
T=10.13'
T=7.04'
R=50.00'
R=42.50'
R=100.00'
all
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or
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STEVE TAYLOR
& JILL BAINBRIDGE DAVID MISENHEIMER RETAI EX STORM
& JENNIFER
PIN # 175-131-56 ..TO OUTFAL I L c%.
DB 290M PIG 499 MISENHEIMER
DB 27609 PG 200 PINAP 1 75- 121-35 RETAIN EXISTING FENCE
DB 22458 PG 443 DB M89 PG 214
D 20081 PG 357 DO 24679 PG 808-
6 DO 4451 PG,3r6
OB19628PG 91
MB " RD 712 MS 7 PG $13
LOT 6 LOT 4 ADJUST MH TO GRADE
&
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SEE SHEETS TCJB
ETAI. I
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0 IMPACTS TO EXISTING
STOOPS AND FOUNDATION
PROPOSED
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140 RE MANENT GREENWAY
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e F
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604
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DB 18342 PG 298
DB 14960 PG 243
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DB 8328 PG 245 LOT 14 BLOCK I DO 8467 PC 927 BLOCK 1
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MO 3 PIS 431 LOT 11 & PART OF LOT 10
LOT 15 8, PART OF LOT 16 BLOCK I BLOCK 1
LITTLE S U G A R CREE�- _4 ROCK OUTCROPS OR BOULDERS AT
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LOCATION OF WOOD STRATFORD VENTURE LLC
BOLLARDS ALONG ROLL CURB PIN# 175-12-105
PROPOSED12' DB 29019 PG 89 TEMPORARY T TIONT
DB 902 PG 105 EASEMENT (EYE)
GREENWAY(-LI-) D82266723 PG 47
DB 26583 PG 849 END ASPHALT
Me 14256 PIS 345 BEGIN CONCRETE
Me 4742 PG 190 -LI-STA:158.98.45
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1 JEFFREY REID PLYLER
PIN# ;75-121-22
DB 1 2160 PIS 884
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DB 25483 PG 988
DO 22977 PIS 533
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DEI 69 PIS 608
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DB 1 290 PG 2 2
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DB 26583 PG 849 END ASPHALT
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61712016 AN OT BRIDGE
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61712016 AN OT BRIDGE
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PAVEMENT MARKING SYMBOLS
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THERMOPLASTIC
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EROSION CONTROL SEDIMENT AND EROSION CONTROL PROCEDURES STORM DRAINAGE NOTES CONSTRUCTION SEQUENCE
I- THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL
MEASURES SHOWN WTNI THESE PLANS ON ACCORDANCE NTH APPLICABLE NCOEMUO EROSION AND SEDIMENT
CONTROL REGULATIONS
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE MM114 CAROLINA EROSION
AND SEDIMENT CONTROL REGULATIONS. U . S. DEPARTMENT OF AGRICULTURE. AND U.S. SOIL CONSERVATION SERVICE
6 REGULATIONS.
3. ALL CONSTRUCTION WORK SH BE IN COMPLIANCE NTH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE
SANNAMON SYSTEM (NPDCS) STORM WATER GENERAL PERMIT
4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL ER 04 CONTROL MWES AND STRUCTURES
0',
TO MINIMIZE EROSION. THE CONTRACTOR SH MAINTAM CLOSE CONTACT NTH THE NCOEMLR EIMCN CONTROL
INSPECTOR SO THAT PERIODIC 14SPEC71ONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
5. APPROVAL OF MS PLAN IS NOT' AN AURMORGATION TO GRADE ADJACENT PROPERTIES MEN FIELD CONDITIONS
WARRANT OFF-STE GRAC'mr, PERMISSION MUST 13E OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONTACT
PROJECT ENGINEER AND PROJECT OM13N CONTROL INSPECTOR TO ENSURE ADDITIONAL ERKISCIN CONTROL
MEASURES ARE INSTALLED PRIOR TO Off-STE GRADING.
6. EROSION AND SEDIMENT CON MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RUJDCA70 MEN AND AS
NECESSARY, AND SMALL BE 04EQCED AFTER EVERY RAINFALL SEEDED AREAS SHALL BE CHECKED REGULARLY AND
SHALL BE WATERED, FERTILIZED. RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A 004SE STAND OF GRASS.
7
STABIJUTIM IS THE BEST FORM OF EROSMI CONTROL ALL DISTURBED AREAS MICH ARE HOT OTHERWSE
SrABIUZED SHALL BE TOP SOLED AND SEEDED. TEMPORARILY OR PEIN Y IN ACCORDANCE WTH THE NORTH
CAROLINA SEDIMENT CON- REGUI A71ONS PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REOURED PRIM
TO PROJECT COMPLETION AND ACCEPTANCE
& CONTRACTOR SHALL PROVIDE GROUND CaVER ON EXPOSED SLOPES WTHIN 14 CALENDAR DAYS FOLLOW14C
COMPLETION OF MY PHASE OF GRAONIG. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE
PROVIDED WTHIN 14 CALENDAR DAYS FOLLOWING COMPLE" OF CONSTRUCTION.
SOL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTHIN 14 DAYS AFTER FINAL STE
STAIWJZATIOM OR AFTER THE IEMPMARY MEASURES ARE NO LONGER NODDED. TRAPPED SEDIMENT AND THE
DISTLREED SOL AREAS RESLLT94G FROM THE OtSPOSITION OF TEMPORARY MEASLIRES SHALL BE PERMANENTLY
STABILIZED TO PREVENT FURTHER EROSON AND SEDIMENTATION.
10. WHERE SMWE14T IS TRANSPORIED ONTO A PAVED OR PIJBUC: ROAD SURFACE. ACE SH
THE ROAD SURF ALL BE
CLEANED THOROUGHLY AT THE 00 Of EACH DAY. SEDIMENT SMALL BE REMOVED MOM THE ROADS By SNCVO�
OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS ROWYED IN THIS MANNER.
11 WHEN A CRUSHED STOW CONSTRUCTION ENTRANCE HAS SEEM COVEIIED NTH SOIL M HAS BEEN PUSHED ONTO THE
SOL By CONSTRUCTION TRAFFIC, IT SHALL BE FIEPLACED NTH A DEPTH OF STONE EQUAL TO THAT OF THE ORDINAL
APPLICATION-
12- ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INITFECTIVE PROTECTION DEVICES SHALL BE
IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING.
1.1 DURING CONSTRUCTION OF THE PROJECT, SOL STOCKPILES SHALL. BE STABILIZED OR PROTECTED WTH SEDIMENT
TRAPPING MEASURES. THE APPUCMT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
STABIOU TION OF ALL SOL STDCWILES ON STE AS WELL AS SOL INTENTIONALLY TRANSPORTED FROM THE PROJECT
STE
GRADING
THE CONTRACTOR IS RESPONSIELE FOR THE LOCATIM AND PROTECTION OF ALL EXISTING UTILITIES MINING
5 CONSTRUCTION- AT LEAST 48 HOURS PRIOR 70 ANY DEMOLITION. GRADIMC� OR CONSTRUCTION AcnmTY THE
E CON CTUR SHAUL- NOTIFY THE NORTH CAROUNA, ONE -CAUL UTILITIES AMON SERVICE AT 1-aOO-632-4949
. FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THIE PROJECT STE
7 %
U - 2. CONTRACTOR RESPONSIBLE FOR THE REPAIR AND RFPLAMIENT OF MY UTILITIES. 01,16to * GUTTER. PAVEMENT.
b IS lom
a LANDSC�G. EYC. THAT MAY BE DAMAGED DURING CONSTRUCT . DAMAGED ITEMS SHALL BE REPAIRED TO AT
a LEAST THE DUALITY OF WORKMANSHfP FOUND IN THE ORIGINAL ITEM.
3, ALL AREAS SMALL BE GRADED FOR POSITIVE MANAGE.
4.
CONTRA IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES 940M
Z, ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR UNTIL F14AL INSPECTION AND APPROVAL
IN ORDER TO ENSURE PROPER DRAINAGE. MAINTAIN A MININUM 0.50% SLOPE ON THE CUREL
6 TO. S. BOULDERS IN THER
0 ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE O� WOW. ROOTS. ROCK My 0
NON-COMPACTAELE SOL TYPE MATERIAL UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS REFUSE
DEBRIS DERIVED FROM MY SOURCE.
0
7. ALL CONTOURS AND SPOT ELEVATIONS REFLECT M94ED GRADES. REFER TO THE PAVEMENT CROSS-SECTION
DETAILS TO ESTA13LJSH THE CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATION&
0 & ALL CONTOURS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY T14E CONTRACTOR PRIOR TO
0 GROUND BREAKING.
OIL CONTRACTOR SHALL SUM NEW EARTHWORM SMOGTHLY TO TRANSTICH BACK To EXISTING GRADE
10, THE LIMITS OF CLEARING SHORN ON THE GRADING AND EROSION CONTROL PLAN IS BASED ON THE APPROMATE
CUT AND FILL- SLOPE LIMITS. OR 07HER GRADING REQUIREMENTS.
11. &OPES SHALL BE GRADED NO STEE!" THAN 2:1.
1Z INSPECTORS
COMEINAIIE ALL CURB AND STREET GRADES AT INTERSECTIONS NTH THE CITY OF CHARLOTTE
ta ALL oEms mom CLEARING oPENATxws SMALL BE DISPOSED OF OR A LEGAL MANNER.
14. SIDE TREAM TOP ANN
HAUL ROADS USED DURING CONSTRUCTION SHALL BE our THE s OF B TO THE EXTENT
-b POSSIBLE. HAUL SHALL FOLLOW THE NATURAL CONTOURS OF THE TERHM, IF POSSIBLE. A 6' COURSE OF
u 1 15 STOOME SHALL BE SPREAD OVER HAUL ROADS IN AREAS THAT ARE SUBJECT 70 NET CONDITIMS PROVIDE
SUBSURFACE MAINS IN SEEPAGE AREAS OR SEASONALLY WET
<
GROUND STABILIZATION
t)RSQL STABILIZA ON SHALL BE ACHIEVED ON ANY AREA OF A STE MORE LANG-OMURGING ACTIVITIES HAVE TEMPORARILY
T PERMANNTLY CEASED ACCORDING TO THE FOLLOWING SCHEOULE.
1) ALL PERIMETER DIKES. SWAUES. DITCHES. PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORUEORTAL TO I
VERTICAL (3:1) SHALL BE PROVIDED TEWF�ORMY OR PERMANENT STABILIZATION NTH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
1) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPaWY OR PERMANENT STABILIZATION WFH GROUND COVER AS
-U SOON AS PRACTICABLE BUT ON MY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LANO-D[STUREWIG ACTIVITY.
j4Z'�'.IIDITIONS - IN MEETING THE .... ..IS ABOVE 11. DR ..S
1) EXTENSORS OF TIME MAY BE APPROVED By THE PERMITTPIG AUTHORITY BASED ON WEATHER OR OTHER SIE -SPECIFIC
CONDITONS THAT MAKE COMPUANCE IMIRR.ACTICIABLE.
ALL SLOPES 50. ON LENGTH OR GREATER SHALL APPLY THE OINKING COVER "THIN 7 DAYS EXCEPT MEN THE SLOPE
UNDCOVER
IS FLATTER THAN 4--l- SLOPES LESS THAN 50 94ALL APPLY GAV VATHIM 14 DAYS EXCEPT MEN SLOPES ARE
STEEPER THAN 11. THE 7 DAY -REQUIREMENT APPLIES.
M) My SIWED AREA FLATTER THAN 4A SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT.
11) SLOPES 10' OR LESS ON LEN IN SMALL BE EXEMPT FRON THE 7 -DAY GROJMO COVER REQUIREMENT EXCEPT MEN THE
SLOPE IS STEEPER THAN � I.
ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER. OTHER METHODS, SUCH AS CHEMICAL STABILIZATION,
MAY BE ALLOWED ON A CASE-ETY-CASE BASS
10 FOR PORTIONS (IF PROJECTS W7HIM 7ME SEDIMENT CONTROL COMMMSSION-DEFINED 'HIGH QUAjJTY WATER ZOW (15A
NCAC 0� 0105) , STABILIZATION NTH GROUND COVER SHALL BE ACHIEVED AS SCON AS MACTICABLE OUT ON My EVENT
ON ALL AREAS, OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
PORTIONS OF A STE THAT ME LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED
TO DISCHARGE DURING CONSTRUCTION WAY BE EXEMPT FROM THE TEMpDRANY GROUND COVER BEGUIFtEMERTS IF IDENTIFIED
ON THE APPROVED E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
1- MIOR TO CUEAINNG AND EARTHWORK ACTIVITIES. THE CONTRACTOR SHALL OBTAIN AN MPROVED GRADING PERMIT
FROM THE NCOEMLR INSPECTOR AND THEN INSTALL ALL ERG" CONTROL DIVACES SPECIFIED AND AS INDICATED ON
THE DRAY04M DURING EACH PHASE OF STE CONSTRUCTION THE CONTRACTOR SMALL ADJUST. RELOCATE ANO/M
REINSTALL AS APPLICABLE ALL EROSION CONTROL DEVICES AND SEDIMENT DISCHARGE FROM THE SITE, -
Z SLT FENCE AND TREE PROTECTION FENCE SMALL BE MAINTAINED MaND THE PERIMETER OF ALL EmTHWM,,
AREAS TO PREVENT SIEDMINT TRANSPORT ONTO ADJACE14T PROPERTIES, AS APPUCABLE
3. SLT FENCE n BARRIERS SHALL BE INSTALLED AND MAINTAINED UNTIL CONSTRUCTION M COMPLETE AND
LANDSCAPING IS INSTALLED.
4 THE CONTRACTOR SHALL IMMEDIATELY CLEM UP AND REPAIR ALL SRO" DAMAGE AFTER DISCOVERY AND
REINSTALL ADEQUATE CONTROL MEASURES AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE
ALL SEDIMENT CONTROL MEASURES S14ALL BE INSPECTED AT LEAST MOE EVERY SEVEN CALMMAR DAYS AND AFTER
ANY STOW EVENT OF GREATER THAN 0.5 WHES OF PRECIPITA11014 DURING ANY 24 HOUR PERIOD. ALL SEDIMENT
CONTROL FEATURES SMALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
S. STABILIZATION MEASURES SHALL HE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT IN NO CASE MORE THAN 14 DAYS
AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE STE HAS BEEN TEMPORARILY 13R PERMANENTLY
CEASED.
7. CONSTRUCTION POINT OF ACCESS TO LIMIT DEPOSTS OF EARTH AND OTHER HAULED MATERIALS ONTO THIE
ADJACENT LOT. THE CONTRACTOR SHALL ROUTINELY CLEM ALL SEDIMENT DEPOSITS AND DEEIRS FROM ROADWAY
AS THEY OCCUR
MAINTENANCE PLAN
I ALL EROSION AND SEDIMENTATION CONTROL DEVICES WALL BE 04ECKED BY THE CONTRACTOR FOR STABILITY AND
OPERATION FULLOV84C EVERY RUNOFF PRODUCING RAJNFALL BUT IN NO CASE LESS THAN ONCE EVERY WEE)L MY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2- MAINTAIN EROSION CONTROL DEVICES AS FOLLOW.
TEMPORARY - T FENCE- REMOVE SEDIMENT QUIDS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. AVOID UNDERIMING THE FENCE.
110,11PORAFlY CHEM DM- REM SEDIMENT ACCUIMULARDN BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION. ADD STONE TO BANS AS NEEDED TO MAINTAIN DESIGN HEIGHT 0 CROSS SECTION.
VM
NIMAE PROTECTION- REM VE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
INSPECT TEMPORARY DIVEIISIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSON RIDGE. CAREFULLY CHECK
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PR07ECTED IS PERMANENTLY STABILIZED.
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND.
3- ALL GRADED AREAS 401 BE SEEDED. FlDtTKJZED AND MUIJ0*3) ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A MGOROUS. DENSF VEGETATIVE COVER WITHIN FOURTEEN (14) DAYS OF COMPLETION 13F MY
PHASE OF GRADING. IF WOW ON THE PROJECT CEASES FOR MORE TH THE AFOREMENTIONED LENGTH OF TW
ALL DISTURBED AREAS SHALL HAVE TEMPORARY VEGETATIVE GROUND COVER ESTABLISHED AND EROSION CONTROL
DEVICES MAINTAINED.
�CCNTACT FOR MAINTENANCL JOE FREY (704) 33&-5776 (CITY PROJECT MANAGER)
GA13E DOBBS (704) MlIL-7NOB (CONSULTANT)
SEEDING SCHEDULE AND SEEDBED PREPARATION
SEEDING SCHEDLX F
I- SEED. MULCH. AND FERTILIZE AREAS ACCORDING TO THE CITY OF CHARLOTITE LAND DEVELOPMENT STANDARD 30-178
(SEE SHEET EC -2),
z PROTECTIVE MUST BE MABUSHEO ON ALL DISTURBED AREAS, GRADED SLOPES. AND FILLS WTHIN 14
CALENDAR DAYS AFTER LAM DISTUREING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED.
- PREPARADON
I- GRADED SLOPE AND FILL - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL 13E NO GREATER THAN IHE ANGLE
MICH CAN BE RETMNED BY VEGETATIVE COVER OR OTHER ADEQUATE ERDSOIN CONTROL DEVICES OR STRUCTUItES.
IN My EVENT. SLOPES LEFT EXPOSED SMALL WITHIN 14 WORKING DAYS OF COMPLETION OF MY PHASE OF
CRADINGw BE PLANTED OR OTHERWISE PROVIDED VATH GROUND CDVER. DEVICES. OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION.
2- GROUND COVER - WHENEVER LAW OMMRSING ACTIVITY IS UNDERTAKEN ON A TRACT CONIMTSING MORE THAN ONE
ACRE. IF MORE TH ONE CONTIGUOUS ACRE IS UNCOVERED. A GROUND COVER SUFFICENT TO RESTRAIN EROSION
MU BE PLANTED OR OTHERWSE PROVIDED NIHON 14 WORNING DAYS ON THAT PORTION OF THE MACY UPON
MICH FURTHER ACTIVE CONSTRUCTION 15 NOT BEING UNDERTAKEN.
3- SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS.
4. AREAS TO BE SEEDED SHALL BE RPM MID SPREAD WITH AVAILABLE TOPSOIL 3- DEEP. TOTAL SEEDBED,
PREPARED DEPTH SMALL 13E e TO r DEEP.
5- LOOSE ROCKS, ROOTS. AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE 50 THAT YWY WILL NOT
INTERFERE NTH ESTABUSHMENT AND MA14TENANCE OF VIEGETATION. SURFACE FOR FINAL SEEDBED PREPANATION.
AT FNisH GRADES sHom. SMALL BE REASONABLY smaori AND UNIFORM.
S. OF NO SOIL TEST IS TAKEN. FERTILIZER AND LINE SMALL BE ACCORDING TO SEEDING SPECIFICATIONS.
7. IF SOL TEST IS TAKEN, PROVIDE UME AND FERTIUZER ACCORDING TO THE SOL TEST REF"T.
8. LANE AND FERILM SMALL 13E APPLIED UNIFORMLY AND MIXED NTH THE SOIL DURING SEEDBED PREPARATION.
1. ALL STORM MANAGE PIPE WTHIN PUBLIC ROAD RIGHT-OF-WAYS TO BE CLAM 9 RIONFOIRCED COINCRETE PIPE PER
NCIDOT STANDARDS. UNLESS OTHERWISE NOTED.
FLARED END SECTION INVERTS ARE SET AT OR SLIGHTLY BELOW EXSTINC GRADE. VERIFY ELEVATIONS IN FIELD
PRIOR TO CONSTRUCTING PIPE SYSTEMS.
A MINIMUM GRADE OF G -W% SHAL- BE MAINTAINED ON ALL PPES.
4. PIPE LENGTHS INDICATED ON PLANS ARE APPROXIMATE MLy.
& ALL INLETS MUST BE PROTECTED AT THE CLOSE OF BUSINM EACH DAY.
B. NO PIPES ARE TO BE INSTALLED AM LEFT OPEN OVER NIGHT ALL PIPE WORK MUST BE CLOSED AND PROTECTED
AT THE CLOSE OF BUSINESS EACH DAY.
7. SUBSURFACE DRAINAGE FACILITIES MAY BE REGUIRED IN THE STREET fN;HY-.OF-WAy IF DEEMED NECESSARY gy THE
INSPECTOR.
NO MORE THAN 500 LINEAR FEET OF TRENCH MAY 13E OP84ED AT ONE TIMIE.
2. EXCAVATED MATERIAL 94ALL BE PLACED ON THE UPHILL ODE OF TRENCHES
IOL EFFLUENT FROM DENATURING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
TRAPPING DEVIM ON BO . AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
M OFF-STE PROPERTY
11. MATERAL USED FOR BACK-FILUNQ TRENCHES SHALL BE PROPEFLY COMPACTED IN ORDER TO MINIMIZE EROSION AND
FIM01E STABlU7ATKN.
IZ RESTABOUZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL
MEDULATIONS.
11 APPLICABLE SAFETY REGULATIONS SHALL. BE COMPUED NTH.
14.1CONTRACTOR SHALL. BE RESPONSIBLE FOR OBTAINING AN EROSION AND SEDIMENTATION POUT FROM THE MONTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NA71JRAL RESOURCES FUR MY NEW Off-STE BORROW AREA. THE
CONTRACTOR MAY USE AN EXISTING 8ONR(DW AREA PROOl THAT IT 15 CURRENTLY PERMITTED UNIXER THE
SEDIMENTATION POLLUTION CONTROL ACT OR THE MINING ACT.
GENERAL EROSION CONTROL NOTES
I. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT MAST ONCE A WEEK OR AFTER EACH
RAINFALL EVENT. AND RETAUR IF NECESSARY, TO ENSURE THAT ALL DODSON CONTROL MEASURES ARE FUNCTIONING
PROPERLY
Z STABILIZATION OF DISTURBED AREAS SMALL PROGRESS VAIN PIPE INSTALLATION. AT NO TIME SHALL PIPE
INSTALLATION PROGRESS MORE THAN WO FEET AHEAD OF FINE GRAOING� SEDONG. AMID MULCHING OPERATIONS.
3. THE CONTRACTOR SMALL MAINTAIN STORM DRAINAGE DURING PIPE INSTALLATION.
4. DISTURBED AREAS "THIN THE UNITS OF CONSTRUCTION 94ALL BE GRADED DAILY TO PREVENT PONDING OF STORM
WATER FIUNCFF AND UNNECESSARY SOL ER�.
5. THE ROADWAY CUT SHALL BE BACKFILUED AND STABILIZED AT THE END W EACH WORK DAY NTH STONE MATERIAL,
AND GRADED TO MATCH NORMAL GUTTER LIVE ELEVATIONS AND SLOPES 90 THAT NORMAL DRAINAGE WILL BE
PROVIDED.
THE CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR LOCATKNI AND PROTECTION OF EXISTING ABOVE AND BELOW
GROUND UTILITIES AND STRUCTURES. MY AND ALL MAINS OR INDIVIDUAl. SIERVICES DAMAGED DURING CONSTRUCTION
SMALL 13E REPAIRED AT NO ADDITIONAL COST TO THE OWNER,
7. SECLXtE EXISTING SANITARY SEWER DURING TRENCHING AND BACKFILLING OPERATION.
B. SEEDING AM MULCHING IS REQUIRED FOR ALL DISTURBED AREAS.
9. THE CONTRACTOR SHALL NOTIFY CHARLOTTE-MECKLENBURG UTOUTY DEPARTMENT AND PIEDMONT NATURAL GAS
COMPANY, INC. PRIM TO EXCAVATING AT OR NEAR SEVIER MMN% WATER MAINS. AND GAS MAINS.
IO_ WHEN EXISTING FIENCIES ARE MOVED DURING CONSTRUCTION. THE CONTRACTOR SHALL. SECURE Pm WITH TEMPORARY
FENCING UNTIL PERMANENT FB40NG IS RESET.
11. THE CONTRACTOR IS TO MAINTAIN CONTONUOUS SANITMY SEWER FLOW AT ALL EXISTING SANITARY SEV43M
IZ THE CONTRACTOR IS TO MAINTAIN CONTINUOUS WATER SERVICE TO ALL RESIDENCES.
:-� ANY STOCKPILING OF SOIL ON PAVED SURFACE SHALL HAW SAND AND OR ROM SCREENING UNDERNEATH MWA
4. CON'TRACTOR IS RESPONSIBLE FOR AMENDMENTS TO PLAN FOR ADDITIONAL AREAS FOR STAGING PUWOSE.
SUCH AREAS WILL BE STABU2ED
15. THE OMTR SHALL HOT BEGIN WORK THAT CANNOT BE STABILIZED BY THE END OF THE NORIO DAY AND SH
HOT LEAVE ANY STORM DRA04AGE PIPES OPEN OVERNIGHT PIPES MUST BE CLOSED AND PROTECTED BY THE ENID OF
THE NORIO( DAY.
16- ALL EARTH MI)VING EQUIPMENT SHALL BE SERVICED PRIOR WOW COMMENCING EACH DAY. EQUIPMENT 94ALL BE
MAINTAINED TO PREVENT FUEL OIL AND LLARCAKY 15PILLS IN THE VICINITY OF A STREAM.
17. PERMANENT VEGETATION SHALL BE INSTALLED IN CQHFJN NTH TEMPORARY SEEDING IF CONSTRUCTION OCQURS
DURING THE SPECIFIED W -45M IN THE VEGETATION PLANS AND SPECIFICATIONS. IF NOT. PERMANENT VEGETATION
SHALL BE PLANTED DURING THE SPECIFIED SEASON.
I& CON ACTOR IS TO USE NO. 57 STOW VIM STONE IS REFER84CM FOR ALL SEDIMENTATOM AND EROSION
CONTROL DETAILS
19. ADDITIONAL EROSION CONTROL ME.ASURES AND CONSTRUCTION ENTRANCES/lENOTS MAY BE REQUIRED BASED ON FIELD
CONDITIONS.
20. INLET PROTECTION IS REOUIRED FOR ALL PHASES OF THE PROJECT AND UNTIL THE DISTURBED AREA IS FULLY
STABILIZED.
CONSTRUCTION SEQUENCE:
THE FOLLOWING CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERAL GUIDE FOR
PREPARATION A SEQUENCE OF CONSTRUCTION EVENTS ADDITIONS. DELEVONS. AND
M0OWXATK)MS SHOULD BE MADE AS APPROPRIATE.
PHASE t
I
1. CONTRACTOR TO OBTAIN GRADINGMICSION CONTROL PLAN APPROVAL MOM NCDENIUL
z THE CON SHALL SET UP AN M-STE PRE-CONSTORICTION CONFERENCE NTH
MCOEMLR EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES
FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO My LAND DISTURBING
ACTIVITY IS A VIOLATION AND IS SU3JECT TO FIRE.
I CONTRACTOR TO MMNTMhI ALL EXISTING EROSION CONTROL FEATURES AND INSTALL SILT
FENCE. INLET PROTECTION. SEDIMENT BASINS. DIVERSION DITCHES. AND OTHER MEASURES
AS 940M M PLANS. CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
1�
c
4. SCHEDULE AN ON-STE WSPEC71ON BY NCOEMLA INSPECTOR. MEN APPROVED.
INSPECTOR ISSUES THE GRADING PERMIT AND CLEAF04C AND GRUBBING MAY BEGIN.
5, THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL ON"
CONTROL DEVICES AND STRUCTURM
w z
a. THE CONTRACTOR SHALL Nor BEGIN WORK THAT CANNOT BE sTA9uzED ey THE ENO OF
u
THE WORK DAY.
u
7. ALL EARTH MONA EQUIPMENT SHALL BE SEIVACIED PRIOR TO WORK COMMENCING EACH
DA . EQUIPMENT SHALL BE MAINTAINED TO PREVENT FUEL M. 00 LUBRICANT SPILLS
IN THE VICINITY OF A STREAM.
B. I'M PH EROSION CONTROL PLANS. CONTRACTOR 34ALL MEET "TH UNISON
CONTROL IN CTOR PRIOR TO COMMENCING NTH EACH PHASE OF EROSION CONTROL
MEASURES.
PHASE �
1. BEGIN EARTHWORK/GRADING ACTIVITIES. BEGIN GRADING OF FILL SLOI-ESL MAINTAIN
AND VER CALLY ACOAUST ALL ROCK CHECK DAMS. INLET PROTECTION DEVICES.
OITCHE& AND SLT FIENCIE THROUGHOUT GRAOING ACTIVITIES TO MAINTAIN DRAINAGE
PATTERNS. CONTRACTOR TO ENSURE ALL EROSION CONTROL MEASURES DO NOT
ADVERSELY AFFECT CONSTRUCTABLITY OF PROJECT PER TRAFFIC CONTROL PLANS.
2. AS EARTHWORK ALLOVIS� BEGIN INSTALLING STORN MANAGE STRUCTURES AND
PROPOSED DITCHES. AS STORM DRAINAGE IS INSTALLED. CONTRACTOR SHALL PLACE
INLET PROTECTION ON ALL STORM STRUCTURES AND REMOVE INLET PROTEC ON
WHERE ENISOING STORM DRAINAGE IS REMOVED. NO PIPES SHALL BE LEFT EXPOSED
AT THE CLOSE OF BUSINESS EACH DAY.
3. AS WORK PROGRE IN THE AREA MICH CONTRIBUTES STORM RUNOFF TO
SEDIMENT BASIN 1. CONTRACTOR SHALL INSTALL MEASURES TO ENSURE THAT SUCH
RUNOFF IS STILL ROUTED TO SEDIMENT BASH 1.
4. INUGENTLY AND CONTI OUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MININGE END". THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT VA THE CITY INSPECTOR 50 THAT PERIGOIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
5. AS CONSTRUCTION PROGRESSES. INSTALL PERMANENT ERX)SKIN CONTROL MEASURES
SUCH AS Rip RAP AMON& VELOCITY DISSIPATORS, CHANNEL UNIERS� GRAVEL BASE
C5
COURSE. ETC.
E -
6. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVA)ED NTH PROTECTIVE
COVER SUFFICIENT RESTRAIN EROSON WITHIN 14 CALENDAR DAYS AFTER E
COMPLETION OF MY PHASE OF GRADING. ALL AREAS UPON MICH NO FLNIZER
o
LAND DISTUREN G ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED
NTH PROTECTIVE COVER WITHIN 21 CALENDAR DAYS.
6. ALL EROSION CON MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL U.S.
DEPT. (IF AGRICUL RE. CITY OF CHARLOTTE EIMSIM CONTROL ORDNANCE. AND THE
'U
CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
EHAW-T-
F -
cn cf)
z
1. AS AREAS ARE BROUGHT TO FINISHED GRADE. CONTRACTOR TO INSTALL FINAL
pq 0
GRASSING AND STABILIZE ALL SLOPES PER THE EROSION CONTROL NOTES AND
C)
DETAILS-
1:4
Z CONTRACTOR SHALL COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO
o
REMOVAL OF EROSION CONTROL MEASLIRIES.
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.. . .. .........
CITY OF CHARLOTTE I
LAND Dn"ELOPMENT STMARDS1 TEMPORARY SILT FENCE
MlZbOl"t' I INCLUDES CHARLM71 ETJ
SECTION
NOTES -
1 . $NLEY M,MNTENMYCE SHALL E DOC-NIENICO IN I -ECT LOG ECON.
2. FILTER TYPES � BE APPRONIED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMCNIED WEN SITE 15 STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER � SHALL BE REMOVED MON TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
FILTER RINGS SHAUL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6, ALI WS MAY BE INSTALLED IN E,11STING CITY OR NC -T ROADS
AS LONG AS S�.. DRA,NA.E 6 NOT K"WED.
A --
.MP L:
-4_
INSTALLATION
SCALE
I NOT TO SCALE
CITY OF CHARLOTTE
LkND D91IMPMENT STANDARDS CATCH BASIN INLET PROTECTION
INCLUDES CHARIam ou
�;n is I i
c
8 A
NOTES
A STABIUZED ENTRANCE PAD OF 0 WASHED STONE AND RAILROAD BALLAST SHALL BE LOCATED WERE
TRAFF1 WILL ENTER M LEA� THE CONSTRUCTION SITE ONTO A FtBUC STNEEE
M11ER FABRIC OP COMPACTED CRUSHER RUN STONE SHALL 8 USED AS A BASE FOR THE CONSTRUCTION ENTRANCE_
THE E TFIANCE - BE MAINT�O IN A CONDITION WICH - PR- NT TRACKING OR FLO�G OF �NMENT
ONAD BUC STREETS ON EMSTINCI PA�EMENT. NIS MAY REWIRE i;jRIODIC TOP DRESSING MTH ADDITIONAL
S AS CONDITIONS �RANT AND REPAIR OR CI-EANWT OF ANY MEASURES USED TO MAP SEDIMENT
ANY SEDIMENT -ULEU. DROPPED. WASHED. ON TRACKM ONTO PUSUC STItEETS MUST BE REM- IMMEDIATELY.
AMY ACCREGAIIE TRACKED INTO THE RO-Y MUST BE SINEI'T BACK ONSI� ON A HIGH- BASIS.
WIN �-RIAT, WEELS MUST BE �ANFD TO REEMOIAE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET MEN
ANISHING IS RE RED. IT SHAIJL BE DOME IN AN ARE,I, STABtUZED AN CRUSHED STONE MICH MAINS INTO AN
AFPRO� SEDIMENT BASIN SEE SM. I,K, .IUL
CDOT MAY REWIRE A STANDARD -ER- I,— ISM 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE Mi -Y 11 ON A TH-CHFARE.
-c
-11- -C
CITY OF CHARLOTTE I
1AND DEVELOPMENT STANDARDS1 STABILIZED CONSTRUCTION ENTRANCE
14fluym
(01b I INCLUDES CHARLDWE KIN
FOR LATE WINTER AND
5QL_AmLmDmEm:
EARLY SPRING:
ADLU� R COMMENDA-S OF - TESTS OR APPY 2,00D -B/-E CROUND M-JLTURAL UMESTCHE
AND 7SO UB/ACRE 10-10-10 FERTIUZER
120 UP/ACRE
4.DDIII UB/ -E - ANCHOR STRAW BY -'IN. -H ASINALT. NMINC. OR A MU-
-NLAL �EZA (KME) - 50 LII/�RE
(OMIT ANNUAL - WHEN DURATION
ANCHORING TOOL A DISK WN BILADES SU NEARYY SN -NT CAIN BE USED AS A MUWH ANCHORIIG
TOO,
.1 TEMPORARY �R S NOT 1.
BE,DKO 'UNE)
M6aT12kMkCE.
1 - MAY 1
REAEW1U E If - IS NOT RESEED, AERTIUZE AND MUUCH IMMEDIATIDLY FO -G
FROSIGN UP OTHER DAMAGE
FOR SUMMER:
F -Ow R -MEN NS OF ML TESTS OR APPLY 2.000 LB/IkCRE "OUNO A-CUILTURAL LIMESTONE
AND 750 W/ACRE 10-10-10 FERTILIZER
GERMAN MILLET - . ./ACR1
M1210
(A .�l MAY BE
- - US RE STRAIII. ANCHOR - BY -K- - -HALT. N -NG. OR A IJUIN
SUBSTITUTED AT A RATE OF SO UB/ACRE)
A -M..", TOO A DISK WIN BLADES SET NEARLY STRAIGHT CAIN BE USED AS A MUILCH ANCHOR -
TOOL
MAY I - AUO, 15
II -ENT -E MCNITH 6 NOT AUUY ADEQUATE. RESEW. AVITILDE AND M -H IMMEDIATELY A-IING
EROSION OR OTHER DAMAGE
FOR FALL:
FOLL REODUMENDATIONS OF SOIL - OR APPLY 2.D00 LB/AME MOLND AM-T.JRN- UMESTONE
AND LOOD LB/IkONE 10-10-10 AER1HUZER
RYE (MAN) - 12. /ACRE
hLLak±
APPLY 4.0011 -8/AME - ANCHOR � BY TACKINO WN ASP T. NOTTING. OR A MUILDH
5EUXE6-061M
IS - DEC
ANKNO NO I -L- A DISK - BIADES SET NEARLY STRUKHT CAN HE USED AS A MULCH ANCHORNO
MOIL
REPAIR AND ­UZ DAMAGED MEAS I -D-1, TOPMESII WITH � W/ACRE OF HITHOCON IN
MARCH� IF IT IS NECUEARY TO EKTEHD TEMPORARY CDVtN BEYOND JUNE 15. OVERSCED WITH
-8/I,CNE NOBE LESPEOM IN LATE �BRUANY OR -1 MAN -
AM AWITONAL 1--� REAL MODANN
­
A-- .. SEDIMENT C- -HO .0 DES- MANUAL I-), I, .,a.
AM PERMANI�. -M.O INCLUNNO SEED BED 'HE'. SEASONAL LIMITATIONS AM S�W, OFERAPIGHS. THE KIN C� OF -E, OF
FENTLIZEItS. THE KINDS OF SEED, AND THE INUES OF API'UCATION 01` LIMESTONE. FERTU-. AND -D. KIER M NODEM MCPOM MOTION AND
E CHARLOAT LANDSCAPE -STRUCTION SDMIDANDS SECTION 0- aIDDIKKI AND --D OF -FMA..
CITY OF CRARIATTE
LOD DUELOPMENT S7ANDARDS
TEMPORARY SEEDING SCHEDULE
��JJZ,
INCLUDES CRARIOM 171
f1m-:711:::71
I Vji 1: �i
NO
. �21
ID 1-T
A A 5, .11, D
0.
TM -
N.
0 0
11.1 0 M.
MN. -
0
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SEE SHEET 2B FOR MORE DETAIL
SEE SHEET 2B FOR MORE DETAIL
C)
NOTE: WALL PROFILES ARE
FOR BIDDING PURPOSES CONTRACTOR SHALL DRILL MORE IF CONTRACTOR SHALL
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SEE SHEET 2B FOR MORE DETAIL
SEE SHEET 2B FOR MORE DETAIL
C)
NOTE: WALL PROFILES ARE
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NOTE: WALL PROFILES ARE
blJ4
600—
iXISTING GROUNE 90 � SF (APPROX FAC E)
60c
CONTRACTOR SHALL DRILL MORE IF
596
—596
THE PILE TIPS ARE ANTICIPATED TO BE
592
SUBMIT SIGNED AND
DEEPER THAN THE BORINGS IN CASE
SEALED SHOP DRAWINGS.
588-
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F WALL
5M
584-
L PROPOSED -Y4, GRADE
AT BOTTOM OF, WALL -584
592
RRni
0+00 0+50 1+00 1+39
RETAINING WALL 24
PRECAST GRAVITY RETAINING WALL
SEE SHEET 2B FOR MORE DETAIL
00 0+50
RETAINING WALL 25
PRECAST GRAVITY RETAINING WALL
SEE SHEET 2B FOR MORE DETAIL
GRAPHIC SCALE IN FEET
0 10 20 40
CONTRACTOR SHALL
CONSTRUCT WALL TO MEET
OR EXCEED THE
ELEVATIONS SHOWN IN THE
DAIGRAM
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FOR BIDDING PURPOSES
CONTRACTOR SHALL DRILL MORE IF
ONLY. CONTRACTOR TO
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THE PILE TIPS ARE ANTICIPATED TO BE
SUBMIT SIGNED AND
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THERE IS ROCK DEEPER IN THE PROFILE
00 0+50
RETAINING WALL 25
PRECAST GRAVITY RETAINING WALL
SEE SHEET 2B FOR MORE DETAIL
GRAPHIC SCALE IN FEET
0 10 20 40
CONTRACTOR SHALL
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ELEVATIONS SHOWN IN THE
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PRECAST GRAVITY RETAINING WALL
SEE SHEET 2B FOR MORE DETAIL
GRAPHIC SCALE IN FEET
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CONTRACTOR SHALL
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t
—L1— HORIZONTAI CURVE DATA
CURVE 10
PI STA = 109+35.78
A= 8-03'-19'
L 14.06'
T 7.04'
R 100.00'
—LI— HORI MT, EVE DATA
PI STA = 110+16.87
A = 50* -05'-31"
L = 52.46'
T = 28.04'
R = 60.00'
CURVE 11
RETAINING WALL
—Ll— HORIZONTAI CURVE DATA
CURVE 12
P1 STA = I t2+19.16
A = 19'-23'�23'
L = 67.68',
T = 34.17'
R = 200.00'
OWALK. W.P. 3 CUR 12
END BOARDWALK. W.P. 2 BEGIN BOAR 01
STA:'1IO+41.&,­Lj_ STA:111+67.50 —Ll— a!
ETAINING WALL 5
WOODLAWN CULVERT +
ETAINING WALL 7
R
111+001 112+0,1
CL
L9o--"0'0­Oo- (TYP.)
RETAINING WALL 3 �49 w 113
351,'L -3q' -55.14"E
CURVE 10
ovx
WOOD LA W N CULV ER T
6'-0. 6'-0"
ANGLE SUPPORT
WITH ANCHOR
0
BOLTS DOWELED
LINTO CULVERT 0
WALL (TYP.)
I
/—PER4ATRAK
TREAP
MICAL CULVMT SECTION
SCALE: Y4"=1'—O"
4__8EGIN BOARDWAL I K. W.P. I CL LITTLE SUGAR CREEK
STA: 109+76,28 —Ll— END BOARDWALK, W.P. 4
STA: 112+52.50 —Ll—
RETAINNG WALL 6
LITTLE SUGAR CREEA
WALL 2
PLAN ALONG BOARDWALK
SCALE: 1"=20'—O"
65'-0" (BEGIN BOARDWALK
:
I
0
TO END BOARDWALK)
+1.63% _+0.40%
00—Ll — VERTICAL CURVE OAT
c�
00 PM STA: 109+83.57
+ PVI ELEV: 591.61
620
VC 30.00'
610
uj
w
m
600
w
580
>
Ln w
126'—Z%" (WOODLAWN CULVERT)
�FINISHED GRADE
85'-0" (BEGIN BOARDWALK
TO END BOARDWALK)
+0.40% _+2_67%
In
—LI— VERTICAL CURVE DATA
ul PVI STA: 111+97.92
PM ELEV: 592.47
VC = 40.00'
uj
54" PEDESTRIAN
)FRAIL (TYP.)
580 SPACING AND L 1ION OF
OCAT
MICROPILE FOUNDATIONS TO BE
APPROX. EXIST'ING GROUND LINEV DETERMINED BY CONTRACTOR
(ALONG � SURVEY —Ll—)
1 011_nN ri gAp
ITICAL BOARDWALX SECTION
SCALE: %"=1'—O"
ALUMINUM
RAILING (TYP-)
oogs A
u,
momms
+2 _67%+O 50%
—L1 — VERTICAL CURVE DATA
+ PVI STA: 112+81.15
Ln PVI ELEV: 594.69 620
5 VC 50.00'
w 610
v)w
600
590
D
oo�
cn
z
0
o
0
580
NOTES,
DESIGN IS IN ACCORDANCE NTH THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS, 7TH EDITION, 2014 NTH 2015 AND
2016 INTERIM REVISIONS AND THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES.
z
2ND EDITION. 2009 NTH 2015 INTERIM REVISIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD NTH NO IMPACT
u
h 9,
k- I

URVE 23
BEGIN BOARDWALK, W.P.''l — —Ll—
—Ll— HORIZONTAL CURVE DATA
STA: 127+9,5�00 —Ll— C RVE 22
U
CURVE 24
10
S36* —27.93"E
PI STA = 129+99.77
'4-
+ A = 14* -10'-43"
CURVE 24
L = 74.24'
T = 37.31'
STA, 131+00.00 —Ll— R 300.00'
co
4� 129+00 S51" -09'-11.11'E a- MA'
130+63 TCHUNE, SEE
80 S 6j:Z.07'-3EL._5YE--, + CURVE 25 STRUCTURAL PLAN 3
8+
ix
90--00--00- (TYP.)
—Ll— HORIZONTAL CURVE DATA
LITTLE SUGAR CREEK CURVE 25
PI STA = 131+53.59
A = 9 1�06'-37'
L = 159.02'
RETAINING WALL 8 T = 101.96'
R = 100.00'
mom
cr
—Ll— VERTICAL CURVE DATA
—LI— HORIZONTAL CURVE DATA
CURVE 22
PVI STA: 131+17.05
m
PI STA = 127+89.37
-1
A = 13'-19'-37'
-1
;e El'
L = 69.78'
UJ
T = 35.05'
STA: 131+00.00 —Ll—
R 300.00'
w
590
E
—Ll— HORIZONTAL C RVE DATA
U
CURVE 23
(ALONG q SURVEY —Ll—)
PI STA 129+03.57
A
L 26.05'
T
T 13.03'
R 300.00'
URVE 23
BEGIN BOARDWALK, W.P.''l — —Ll—
—Ll— HORIZONTAL CURVE DATA
STA: 127+9,5�00 —Ll— C RVE 22
U
CURVE 24
10
S36* —27.93"E
PI STA = 129+99.77
'4-
+ A = 14* -10'-43"
CURVE 24
L = 74.24'
T = 37.31'
STA, 131+00.00 —Ll— R 300.00'
co
4� 129+00 S51" -09'-11.11'E a- MA'
130+63 TCHUNE, SEE
80 S 6j:Z.07'-3EL._5YE--, + CURVE 25 STRUCTURAL PLAN 3
8+
ix
90--00--00- (TYP.)
—Ll— HORIZONTAL CURVE DATA
LITTLE SUGAR CREEK CURVE 25
PI STA = 131+53.59
A = 9 1�06'-37'
L = 159.02'
RETAINING WALL 8 T = 101.96'
R = 100.00'
mom
cr
—Ll— VERTICAL CURVE DATA
620 <
O�m
PVI STA: 131+17.05
m
��l 'o
-1
610 K
0
-1
;e El'
600
UJ
� �
STA: 131+00.00 —Ll—
600 mcn
w
590
APPROX. EXISTING GROUID LIIIE
(ALONG q SURVEY —Ll—)
1 g'—n" ri FAR
ryp.)
PLAN ALONG BOARDWALX
SCALE: 1"=20'—O"
625'-0" (BEGIN BOARDWALK TO END BOARDWALK)
+0.507 +5.00%
—LI— VERTICAL CURVE DATA
PVI STA: 129+04.50
PVI ELEV: 595.24
VC = 100.00'
54" PEDESTRIAN FINISHED GRADE
RAIL (TYP.)
,-SPACING AND LOCATION OF
MICROPILE FOUNDATIONS TO BE
DETERMINED BY CONTRACTOR
PROFILE ALONG BOARDWALK
SCALE: 1"=20'—O-
+5-00% - —3-31%
—Ll— VERTICAL CURVE DATA
PVI STA: 131+17.05
P\A ELEV: 605-86
VC = 170.00'
620
-1
610
=F-- =:F=F t-tT171-- I I I I 1 A
600
590
580
STA: 131+00.00 —Ll—
MATCHLINE. SEE
STRUCTURAL PLAN 3
NOTE56
OESGN IS IN ACCORDANCE WITH THE AASHTO URFD BRIDGE
DESIGN SPECIFICATIONS, TTH EDITION. 2014 WITH 2015 AND
2016 INTERIM REVISIONS AND THE AASHTO URFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES,
2ND EDITION. 2009 WITH 2015 INTERIM REVISIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD NTH NO IMPACT
'00
E- z
o
C)
u�
00
0
P4 0
Z
U
u
u

';� I
—Ll— HORIE&�RVE DATA
PI STA 131+53.59
A = gl*-06'-37"
L 159.02'
T 101.96'
R 1 00.00'
END BOARDWALK. W.P. 2
STA:134+20.00 —Ll -
04
CURVE 26 .00 RETAINING WALL 9
04
—Ll— I i -z . . -
S54�08'-09-27"W
STA: 131+00.00 —Ll—
UATrWl Wr �rC
PC: 130+51.63
S36' -58' -27.93"E ----
PT.
130#
+36.70
620
610
590
580
12'-0" Cl FAR
90 00-00 kTYP.j
--Q — ---1
33+00
—LI— HORIZONTAL CURVE DATA
CURVE 26
P1 STA = 133+33.10
A — 23'-32'-26"
L = 82 ' 17
T = 41 67'
q LITTLE SUGAR CREEK R = 200'.00'
PLAN ALONG BOARDWAI K
SCALE: 1"=20'—O"
625'-0" (BEGIN E30ARDWALK TO END BOARDWALK)
'(�4
+5�.00%-3-31%
—Ll— VERTICAL CURVE DATA
PA STA: 131+17�05
PM ELEV: 605.86
VC 170.00'
54" PEDESTRIAN FINISHED GRADE
RAIL (TYP.)l
6.
I T
FYP.)
STA: 131+00.00 —Ll— SPACING AND LOCAT10N OF
APPROX. EXISTING ROU D LI E
G N N
MATCHLINE. SEE MICROPILE FOUNDATIONS TO BE
STRUCTURAL PLAN 2 DETERMINED BY CONTRACTOR
(ALONG q SURVEY —Ll—)
PROF11-E ALONG BOARDWALX
SCALE: 1"=20'—O"
rl)
aq
Ln
cn
620
uj
610
w
�0-0
590
580
NOTES,
DESIGN IS IN ACCORDANCE NTH THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS, 7TH EDITION. 2014 NTH 2015 AND
2016 INTERIM REMSIONS AND THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES,
2ND EDITION. 2009 NTH 2015 INTERIM REVISIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD NTH NO IMPACT.
L—o
IT,
E- z
0
cf)
cn U)
z
PQ 0
C-)
Of
c)
0
P4 0
z
C
IJ
U
CA u
C4
0
u
al

-Ll- HORIE��RVE DATA RETAINING
0 BEGIN BRIDGE, W.P. 1 WALL 12 "0\ op 00\
PI STA = 140+63.27 STA: 140+83.80 -Ll
A = 45�11'-15"
L = 23.66' CURVE 30 LITTLE N
T = 12. SUGAR CREEK r- r�
48' c�
RETAINING WALL 10
R = 30.00'
+
141+00'.
S70"-36 -34.67"W
19
BENT 1, CU
W.P. 2 'LEND BRIDGE. W.P. 3
45'-00'-00- (Typ.)7r STA:141+53.80 -Ll-
X
/rpv
F.F. END BENT 1-
_Z-5.00---0-537
600
- _Ll- VERTICAL CURVE DATA
PVI STA: 140+39.12
Wjn
amw
PIA ELEV: 520.87
0
+6
VC 80.00'
=a
M-t�
03
590
z
W�w
M�w
,,Rn
570
14'-0" CLEAR
7'-0' 7'-0*
---FLl-
. --TL.,'-�
METAL TUBE
LOW RAIL (TYP.)
CONCRETE DECK
�!Xsj Magillei". 0:1v I lie] Wwo i: I
-Ll- HORIZONTAL CURVE DATA
Pf STA = 141+75.71
�7RETAINING A = 29* -07'-26"
31 WALL 11 L = 25.42'
T = 12.99'
R = 50.00'
tL8N 8LUNU OmWUL
SCALE: 1"=10'-O'
70'-0" FILL FACE END BENT I
TO FILL FACE END BENT 2 F.F. END BENT 2
35'-0" 35'-0" -0.537 +4.59%_
5PAN A SPAN 8
100 YR FLOOD 0 -Ll- VERTICAL CURVE DATA 600
03 PM STA: 142+09.16 -
ELEV: 595.84 'i �
ui � " PVI ELEV: 579.96
C., 10
w VC 87.23'
ji'l
m 590
oz I
(-FINISHED GRADE [METAL TUBE w(nw
-0.53% LOW RAIL 580
IVICAL BENT FLFVA-nON
SCALE: %'=l' -O*
570
NOTES:
DENN IS IN ACCORDANCE WITH THE AASHTO URFD BRIDGE
CRETE CAP DESGN SPECIFICATIONS, 7TH EDITION, 2014 NTH 2015 AND
2016 INTERIM REVISIONS AND THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES,
2ND EDITION. 2009 NTH 2015 INTERIM REVISIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD WITH NO IMPACT
H -PILE (TYP.)
E- z
pr� o
cn
cn
pq 0
C)
0
0
U
u

E;
RETAINING
WALL 13
RETAINING (i LITTLE SUGAR CRJ 4,00
WALL 12 �60'0
cp
am
OD
77 ' 71 , . - :
–Ll –
A –14 -35-W
145+00
S54' -55'-48.60"W — --------------------
-LI– HOR17ONTAL CURVE DATA
CURVE 34
CURVE 33 END BRIDGE. W.P. 2
\-90--oo'-00"
CURVE 33 (TYP-) STA:145+42.13 –Ll–
PI STA = 1744+75.11
A= 7* -20'-26"
L 12.81' BEGIN BRIDGE W.P. 1 –Ll– HORIZONTAL CURVE DATA
T 6.41' STA: 144+82.13 –Ll– CURVE 34
R 100.00' PI STA = 145+55.59
A= 14�05'-04"
L = 24.58'
T = 12.35'
R 100.00'
PLAN ALONG BRIDGE
SCALE: 1"=10'–O"
F.F. END BENT 1— 60'-0" FILL FACE END BENT 1
TO FILL FACE END BENT 2 --F.F. END BENT 2
SPAN A
+4.59% +0.92% n n
w C'i
�Ll– VERTICAL CURVE DATA 0.0– 0 +
9 + -� PREFABRICATE w
PM STA: 144+44.62 Q:,t m PEDESTRIAN TRUSS BRIDGE
600 m -*
PVI ELEV; 590 ; 76 z 600
VC = 50.00 al-�e 5: FINISHED GRADE
w uj
-Z ;e
lulw
580
570
6'-0" 6'-0"
TOP 0
SAFETY RAIL
–Ll–
2�
CONCRETE
DECK
\–VERTICAL "– FLOOR BEAM
DESIGN IS IN ACCORDANCE WITH THE AASHTO LRFO BRIDGE DESIGN SPECIFICATIONS. 7TH
EDInON. 2014 WITH 2015 AND 2016 INTERIM REVISIONS AND THE AASHTO URFO GUIDE
ORD
FLOOR BRACE DIAGONAL–/ �–BOTTOM CHORD
SECTION THROUGH BRIDGE SPAN
SCALE: %"=l'–O*
580
AL
��APPROX. EXISTING GROUND
LINE (ALONG SURVEY –Ll–) 570
PROFILE ALONG BRIDGE
SCALE: 1"=10'–O"
Im4w
E- z
�4 o
C)
:D
cf)
z
0
C-)
00
0
NOTES:
DESIGN IS IN ACCORDANCE WITH THE AASHTO LRFO BRIDGE DESIGN SPECIFICATIONS. 7TH
EDInON. 2014 WITH 2015 AND 2016 INTERIM REVISIONS AND THE AASHTO URFO GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2ND EDMON. 2009 WITH 2015
INTERIM REVISIONS.
LIVE LOAD – 90 PSF PEDESTRIAN LOAD OR AASHTO H-10 VEHICLE LOAD WITH NO IMPACT.
0
w

-Ll- HORIE�RVE DATA
PI STA = 162+10.82
A = 73* -23'-04"
L 140.89'
T 81.97'
R 110.00'
10'-0" CLEAR
5--0' 5* -0'
--Y4-
METAL TUBE
CONCRETE ILOW RAIL (Typ-)--�
DECK
X"I lk, z a I: I kq*luF?mz:j;4 I lilt 2WIVIO z I
OwIrluim",
U TTLE
SUGAR CREEK
go,-Oo,-Oo" (TYP.)
-Y4-
\\r +
BENT 1. W.P. 2 0 SEE PLAN AND PROFILE,
SHEET 21 FOR -Y4-
NORIZONTAL CURVE DATA
F.F. END BENT
600
4111-4 ICY _rl S9--56 -321q:d 0-�t-
0-1 �OL--
VIEGIN BRIDGE, W.P. 1 GE, W.P. 3 P , 600+95.77
STA:600+23.63 -Y6- STA::: 0 73.63 -Y6- 0.
32 68"E
_29 -56'-
'q Wp
END BR0 E 3 T
0
C,
PC: 601 +60,35
�c 601+60r
-.501+17.54
PLAN ALONG BRIDQE
SCALE: 1"=10'-O'
590
+
mo,
z
580
m U-1
570 T
50* -0* FILL FACE END BENT 1
TO FILL FACE END BENT 2
F.F.
END BENT 2
25-0"
25'-0"
SPAN A
SPAN B
600
-Y4= DATA
100 YR. FLOOD
P, W�CURVE
TA.. 1+24.24
593.35
0
PVI ELEV., 577.50
_szz-ELEV:
W fln
VC 80.00' 590
a + r-.:
—
FINISHED
GRADE METAL TUBE
cz' �-�e >w
LOW RAIL
wwuj
580
0.00%
BENT 1 �APPROX. EXISTING GROUND LINE
(ALONG q SURVEY -Y4-)
PRORLE ALONG BRIDGE
SCALE: 1"=10'-O"
TYPICAL BENT-ELEVAIM
SCALE: %'=l' -O"
570
NOTES,
DESIGN IS IN ACCORDANCE 'NTH THE AASHTO LRFD BRIDGE
—CONCRETE CAP DESIGN SPECIFICATIONS, 7TH EDITION. 2014 NTH 2015 AND
2016 INTERIM REVISIONS AND THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES.
2ND EDITION, 2009 WITH 2015 INTERIM REVISIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD NTH NO IMPACT
STEEL H -PILE (TYP.)
z
z
7ff
�le
I I I F
E- z
o
cl:�
cr)
0
0
0
Z
z
u
u
'4D

RETAINING WALL 18 q- LITTLE
SUGAR CREEK
10.
a- 167+00
-4
CURVE 51
RETAINING WALL 19—""
BEGIN BRIDGE, W.P. 1
STA: 166+82.83 —LI —
—Ll— HORIZONTAL URVE DATA
CURVE 51
PI STA = 166+60.69
A= 38 —16'-12"
L 26.72'
T 13.88'
R 40.00'
14'-0" CLEAR
7'-0' 7'-0"
�METLAlL TUBE
LOW RAIL (TYP.)
CONCRETE DECK
�101—i [ti -Mi av aillm: 0:1 v I ojel mv.9 wo 21
rg"I �.,- �
F.F. END BENT I--
600
wc�
590
.0
SPAN A SPAN B
/-100 YR. FLOOD
580 m
'i
570
q BENT 1, W.P. 2
40* -00'-00" (TYP.)—\
S44�42'-51.59-W
END BRIDGL W.P. 31
STA:167+47.83 —Ll—
PLAN ALONG BRIDGE
SCALE: 1"=10'—O"
—Ll— HORIZONTAL CURVE DATA
CURVE 52
PI STA = 167+76.97
A = 23 —16'-00"
L = 32.49'
RETAINING WALL 20 T = 16.47'
R = 80.00'
CURVE 52
"g,
u
g
65'-0' FILL FACE END BENT 1
TO FILL FACE END BENT 2
32* -6" 32'-6"
F.F. END SENT 2
600
+5.00%
SPAN A SPAN B
/-100 YR. FLOOD
ELEV: 591.71
—Ll— VERTICAL CURVE DATA
PVI STA: 167+63.39 590
c�
PVI ELEV: 575.03
VC = 80.00'
FINISHED GRADE m
!2 Lo
TUBE Z�w
580
rMETAL
LOW RAIL WOW
0.33%
BENT I �APPROX. EXIST'ING GROUND
LINE (ALONG q SURVEY —LI—)
PROFILE ALONG BRIDGE
SCALE: 1"=10'—O"
TYPICAL BENT ELEVAT10N
SCALE: %"—l'—O'
570
NOTES,
DESIGN IS IN ACCORDANCE NTH THE AASHTO URFD BRIDGE
CAP DESIGN SPECIFICATIONS, 7TH EDITION, 2014 NTH 2015 AND
2016 INTERIM REVISIONS AND THE AASHTO URFO GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES.
2ND EDITION. 2009 NTH 2015 INTERIM REMSIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD WITH NO IMPACT
E (TYP.)
6
E- z
o
U)
z
0
CD
C
0
z
U
cn u
(In
C
u

-5
0
S25�44' .68"W 170+00
CURVE 54
—Ll— HORIZONTAL CURVE DATA
LITTLE CURVE 54
BEGIN BRIDGE. W.P. 1_/ SUGAR CREEK PI STA 170+59.56
STA:169+52.00 —Ll—
F.F. END BENT
600
Z5
�� F,
6-0- 6'-0'
cl
+,�
Fr
m
0 03
To
PVI STA: 171+36.53 —
z
5
PERMATRAK
W�w
590
m
cn w
------- �580
TYPICAL BOARDWALK SECTION
570
o
12'-0" CLEAR
'8
6-0- 6'-0'
+5.00% -1.82%
HANDRAIL (TYP.)
PVI STA: 171+36.53 —
A W
PERMATRAK
TREAD
al
TYPICAL BOARDWALK SECTION
SCALE: %"=l' -O'
RAILING (TYP.)
A = 56 -1, -5
L = 35.57'
T = 19.49'
R = 35.00'
PLAN ALONG BOARDWALK
SCALE: 1"=10'-O"
155'-o" (BEGIN BOARDWALK TO END BOARDWALK)
54" PEDESTRIAN
RAIL (TYP.)
GRADE +5.00%
SPACING AND LOCATION OF \�APPROX. EXISTING GROUND LINE
MICROPILE FOUNDATIONS TO BE (ALONG (� SURVEY -Ll-)
DETERMINED BY CONTRACTOR
PROFILE ALONG BOARDWALE
SCALE: 1"=10'-O'
—F.F. END BENT 2
Z)
+5.00% -1.82%
_Ll - VERTICAL CURVE DATA 600
PVI STA: 171+36.53 —
A W
PVI ELEV: 591.94
VC = 50.00'
590
580
570
NOTES,
DESIGN IS IN ACCORDANCE NTH THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS, 7TH EDITION, 2014 WITH 2015 AND
2016 INTERIM REMSIONS AND THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES,
2ND EDITON, 2009 NTH 2015 INTERIM REVISIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD NTH NO IMPACT
L_@ g
Z�o F
U�-
Z
7ff
u
E- z
W o
C/) �-
u
cn
P4 0 -)
0
Z
C
u
u
00
CD aN

-Ll- HORIZONTAL CURVE DATA
CURVE 60
PI STA = 176+59.98
A = 82* -58'-20"
L = 43.44
T = 26 " 53'
R = 30.00'
CURVE
BEGIN BRIDGE. W.P. 1
STA:176+95.91 -Li-
0�
13!
w
rt LITTLE
SUGAR CREEK-\\\
q BENT 3, W.P. 3
—E Ll
--4j78--16' 20.43-
55'-00'-00- (TYP.),/
BENT 2. W.P. 2
PLAN ALONG BRIDGE
SCALE: 1"=10'-O"
F.F. END BENT 1 80'-0" FILL FACE END BENT 1 TO FILL FACE END BENT 2
26'-.8. 26'-8' 26'-8"
SPAN A SPANS 5PAN C
600
__74-04% -0.527
590
600
-Ll- VERTICAL CURVE DATA
03
-0.52% +5-00%-
PM STA: 176+54.9,0
z
YR. FLOOD
580 PVI ELEV. 574.65
Z5,>
,kw
d
— VC = 60.00'
CD
, w
570
7'-0- 7--0'
METAL TUBE
I LOW RAIL (TYP.)
CONCRETE DECK
I ml I zisillei a, 0 :1V I lie] QP wo z I
I 8too
78+00
CURVE 61
'VEl 0 BRIDGE, W.P. 4 -Ll- HORI RVE DATA
STA:177+75.91 -LI- TaT
PI STA � 178+48"74
A = 93 * -29 1 -11"
L 81.58:
T 53.14
R 50.00'
—F.F. END SENT 2
TYPICAL BENT ELEVAnm
SCALE: %"=i' -o"
NCRETE CAP
H -PILE (TYP.)
DESIGN IS IN ACCORDANCE NTH THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS, 7TH EDITION, 2014 NTH 2015 AND
2016 INTERIM REVISIONS AND THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES,
2ND EDITION, 2009 V41TH 2015 INTERIM REVISIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD NTH NO IMPACT
all
t
E- z
�4 o
U)
z
0
0
0
z
�o
c)
u
u
600
-0.52% +5-00%-
YR. FLOOD
-j - -Ll - VERTICAL CURVE DATA
ELEV.* 590.42
��o
590
-=Y-100
0+4
PM STA: 178+02.39
—
rl rl
rin PVI ELEV. 573.88
im
VC 50.00'
FINISHED
C3
Z�
< :5
�j
GRADE
(n w
580
METAL TUBE
1
LOW RAIL
570_
BENT 2
BENT 3 APPROX. EXISTING GROUND
LINE (ALONG q- SURVEY -Y4-)
PRORLE
ALONG BRIDGE
SCALE: 1'=10'-O"
TYPICAL BENT ELEVAnm
SCALE: %"=i' -o"
NCRETE CAP
H -PILE (TYP.)
DESIGN IS IN ACCORDANCE NTH THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS, 7TH EDITION, 2014 NTH 2015 AND
2016 INTERIM REVISIONS AND THE AASHTO LRFD GUIDE
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES,
2ND EDITION, 2009 V41TH 2015 INTERIM REVISIONS.
LIVE LOAD = 90 PSF PEDESTRIAN LOAD OR AASHTO H-10
VEHICLE LOAD NTH NO IMPACT
all
t
E- z
�4 o
U)
z
0
0
0
z
�o
c)
u
u

r SHLEI
CROSS CHARLOTTE
015018188
job In
AS NOTED
I SCALE
2� �� �L
Plans P,epn,ed By:
----
TRAIL
PROGRESS SET--
Kimlley)))Horn
CAD FILE PA r 1H
NJM
— GD
NOT FOR CONSTRUCTION
NC LICENSE NO. F-0102 (C) 2017
70
40 -PLAN AND PROFILE - OLD
PHLVARLD by
UIL11hLL' I 1
200 South Tryon Street, Suite 200
CMU"TTE
JLD
09/01/2016
Charlotte, North Carolina 28202
APPROVED BY
­" .. 1-
D, I F.
­_ I., — —
.1 —.11. 1— -1 --11-1 — . - � — I — 1-4
— -111— 4
Phone: [phone]