20180957 Ver 1_More Info Received_20180803

Homewood, Sue
From: Tori Small <[e-mail]>
Sent: Friday, August 3, 2018 11:22 AM
To: [e-mail]
Cc: Eric Tart; Homewood, Sue; Moore, Jeff
Subject: [External] Re: Greensboro Downtown Greenway, phase 4; SAW -2017-01430
Attachments: Downtown Greenway Impact Itemization Example.xlsx; Downtown Greenway Ph 4 PCN
Page 1 Rev.pdf
CAM. ► .ernal email. D.
not click links or open attachments unless verified. Send all suspicious email as an attachment to
ort S am
�i downtown greenway submittal #1.pd0 09
III downtown greenway submittal #2.pd
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Ni PCN form.pd ❑
David & Sue- I attached a link to the original PCN Package, the revised page 1 of the application and the breakdown of
the impacts resulting in loss of waters per your request. Please let me know if there are additional questions. Thanks,
Tori
Victoria Waldron Small, PE
Westcott, Small & Associates, PLLC
125 S. Elm Street, Suite 606
Greensboro, NC 27401
Phone: 336.3 10. WSAA
Direct: 336.310.1481
On Fri, Jul 27, 2018 at 2:12 PM, Bailey, David E CIV USARMY CESAW (US)<[e-mail]> wrote:
Hi Tori. I received the PCN for the above referenced project and was hoping you could help me with some information:
1) Can you send the PCN package electronically? If the files are too large to email, perhaps send via an FTP
site? Or, you can use the Army's file transfer site: https://safe.amrdec.army.mil/safe/
Hopefully the instructions will make sense. Let me know otherwise.
2) Please also add NWP 3 to section A.1b. of the PCN. This is needed since the rip rap stabilization of sewer
lines is not for the purpose of stream restoration or greenway installation.
3) 1 understand now how the impacts were presented in the PCN. However, for my database entry I'll need
the impacts for culverts/extensions to be itemized further for Stream S2. Specifically, please separate stream
restoration/stabilization activities (such as boulder walls, rock toe, rock and roll riffles, etc.) from culvert

extensions, rip rap dissapator pads, and sewer line stabilization rip rap. I am ok with combining instances of
unique activities for each stream, but the unique activities in each stream need their own line item on the PCN.
Please see the attached spreadsheet for an example of the itemization for your current "Stream Restoration
with loss of water" PCN entry for Stream S2.
Thanks for your assistance.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

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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: 3, 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):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® 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
1g.
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:
Downtown Greenway Phase 4 and A&Y Greenway
2b.
County:
Guilford
2c.
Nearest municipality / town:
Greensboro
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:
varies
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
City of Greensboro
3d.
Street address:
PO Box 3136
3e.
City, state, zip:
Greensboro, NC 27402
3f.
Telephone no.:
[phone] (Eric Tart)
3g.
Fax no.:
3h.
Email address:
[e-mail]

Stream Impacts
Stream Impact # -Permanent or
Type of Impact
Stream Name
Perennial or
Temporary
Intermittent
Stream Restoration (i.e.
boulder walls, rock toe, rock
UT to N. Buffalo
S2 - P (no loss of waters)
Perennial
and roll riffles, constructed
Creek (S2)
riffles)
Culvert/Culvert
S2 - P (loss of waters)
Extension/Channel
UT to N. Buffalo
Perennial
Creek (S2)
Realignment
Rip rap dissapator pads (for
UT to N. Buffalo
S2 - P (no loss of waters)
Perennial
culverts)
Creek (S2)
Sewer line stabilization rip
UT to N. Buffalo
S2 - P (no loss of waters)
Perennial
ra p
Creek (S2 )

Type of
Stream Width Impact Length
Jurisdiction
1
z
�
Corps/DWQ
35 1242
0
O
`~
O
+-j
Ln
—
L
E
Ln
Corps/DWQ
35 132
t
O
U
O
CorDWQ
ps/
35 265
�
Corps/DWQ
35 15
4
a�
0
Ln
z

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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:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Nan -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 ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation hank 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:
Downtown Greenway Phase 4 and A&Y Greenway
2b.
County:
Guilford
2c.
Nearest municipality 1 town:
Greensboro
2d.
Subdivision name:
NIA
2e.
NCDOT only, T.I.P. or state
project no:
NIA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
varies
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
City of Greensboro
3d.
Street address:
PO Box 3136
3e.
City, state, zip:
Greensboro, NC 27402
3f.
Telephone no.:
[phone] (Eric Tart)
3g.
Fax no.:
3h.
Email address:
[e-mail]

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ® Other, specify: Future owner/easement holder
4b. Name: City of Greensboro
4c. Business name City of Greensboro
:r
4d. Street address:
PO Box 3136
4e. City, state, zip:
Greensboro, NC 27402
4f. Telephone no.:
[phone] (Eric Tart)
4g. Fax no.:
4h. Email address:
[e-mail]
6. Agent/Consultant Information
(if applicable)
5a. Name:
Victoria Waldron Small, PE
5b. Business name
Westcott, Small & Associates, PLLC
(if applicable):
5c. Street address:
125 S. Elm St, Suite 606
5d. City, state, zip:
Greensboro, NC 27401
5e. Telephone no.:
336-310-1481
5f. Fax no.:
5g. Email address:
[e-mail]
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): City RNV and easements from Spring Garden St. to
north of Benjamin Parkway
1b. Site coordinates (in decimal degrees): Latitude:36.067671 N Longitude: -79.79736 W
(DD.DDDDDD) (-DD.DDDDDD)
Approximately 7400 If of greenway construction with
1 c. Property size: 4400 If of associated stream restoration
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to LIT to North Buffalo Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS III
2c. River basin: map is available at Cape Fear
http:Ilh2o.enr.state.nc.us/admin/maps/

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: The existing site is currently developed as an abandoned rail bed. The surrounding area is developed as
a mix of commercial, residential, institutional and industrial uses.
3b. List the total estimated acreage of all existing wetlands on the property:
nla
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
+7400 if
3d. Explain the purpose of the proposed project: The purpose of the project is to remove an abandoned railroad, construct
a public greenway and restore/enhance the adjacent stream.
3e. Describe the overall project in detail, including the type of equipment to be used: The project will be constructed with
standard mechanical construction equipment. The existing roadway bed and associated ballast adjacent to the
stream and within the stream buffer will be removed and replaced with an asphalt greenway with vegetated shoulders.
The existing buffer zones are currently impacted and contain a mixture of vegetation, including invasives, railbed and
impervious surface. Impacts to the buffers for grading, debris removal and vegetation maintenance are necessary to
install the greenway and enhance the value of the buffer. The stream itself will be enhanced/restored through the
installation of various constructed riffles and rock and roll riffles. Various sections of riprap will be installed to protect
existing utilities in the stream and to protect further stream bank erosion in isolated sections. Debris removal and
reshaping of the stream channel along the majority of stream length (S2) is proposed. Existing mature trees and the
stable portions of the bank will be protected and maintained.
Streams S4 and S5 are currently severely degraded and are not indicated on the SCS Soil Survey or USGS Topo
maps. S5 will be cleaned and regraded to create a formal cross-section. S4 is in the location of the connection to the
existing greenway, so will be piped. The pipe system will be connected to an existing system that discharges to S2.
The pipe system is currently undersized and portions are in disrepair, so the pipes will be upsized to reduce existing
flooding concerns and ensure structural stability. No additional drainage area or areas of development are being
added to the system.
Rail trestles at stations 24+10, 39+85 and 48+07 on S2 are being removed since they are in disrepair and unsuitable
for use as a greenway trail. The existing trestles create restrictions and unusual bends in the stream. The trestles will
be replaced with culverts at more appropriate angles to allow for better stream flow and bank stabilization. The
culverts will be depressed to allow for a natural channel bottom to form within the culvert.
4. ,Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property ® Yes ❑ No ❑ Unknown
1 project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what [j Preliminary ❑ Final
type of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Kimley Horne
Name (if known): Other:
4d. if yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID # SAW-2017-01430
5. Project History
5a. Have permits or certifications been requested or obtained El Yes ❑ No ® Unknown
for this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.

6. Future Project Plans
6a. Is this a phased project?
❑ Yes
® No
6b. If yes, explain.
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
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 Tem ora T
-1T
El Yes
El Corps
W1 [:1P F
❑ No
❑ DWQ
❑ Yes
❑ Corps
W2 ❑ P ❑ T
❑ 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 (T)
(INT)?
other) (feet) feet)
S2 ❑ P ®T Erosion Control UT to N. Buffalo Creek
® PER
® Corps 35 92
Measures (S2)
❑ INT
® DWQ
Stream UT to N. Buffalo Creek
S2 ® P F -1T Restoration with (S2)
® PER
❑ INT
® Corps
® DWQ 35 1654
loss of water
Stream
S2 ®P ❑ T Restoration UT to N. Buffalo Creek
® PER
® Corps 35 2135
without loss of (S2)
❑ INT
® DWQ
water
S4 ®P ❑ T pipe UT to N. Buffalo Creek
(S4)
❑ PER
® INT
® Corps 12 149
® DWQ
Debris UT to N. Buffalo Creek
S5 ® P E]T Removal/Channel (S5)
E] PER
® INT
® Corps
® DWQ 12 145
Repair
3h. Total
stream and tributary impacts 4175
3i. Comments: Permanent impacts with loss of waters is assumed for stream restoration at the location of structures including
riffles, bank stabilization, and replacement of culverts and riprap pads. Permanent impacts without loss of waters is assumed
for stream restoration at the location of debris removal within the
channel bed.

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 T
01 ❑P❑T
02 ❑P❑T
4f. Total open water impacts
4g. Comments:
5, Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of 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:
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 ❑ Tar -Pamlico ® Other: Jordan
Lake
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) impact Stream name mitigation (square feet) (square feet)
or Temporary required?
T
B1 ❑ P ®T Stream Enhancement S2: UT to N. Buffalo Creek ® Nos 44,069 14,837
B2 ®P ❑ T En Stream
cement S2:UT to N. Buffalo Creek ®Nos 11,812 0
B3 ®P ❑ T Greenway S2 -.UT to N. Buffalo Creek ®fps 72,460 39,966
6h. Total buffer impacts 128,341 54,803
6i. Comments: Exempt impacts indicated on the impact drawings include debris removal and planting that does not require
heavy equipment or soil disturbance. Temporary impacts are those areas included in the work area for access or erosion
control, where no grading will occur.

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The stream impacts to Stream S2 and S5 are necessary to enhance the function of the stream. The stream is currently
eroding, unstable and impacted by debris. Impacts to these channels are intended to create a positive impact on stream
health. Stream S4 is also severely degraded. Streams S4 and S5 are immediately adjacent to the rail bed on opposite
sides and within the ballast area. This section of the project is also under the Freeman Mill Rd. overpass, so the project
area is extremely limited. Since the project is to modify the rail bed to a greenway the location of this connection to the
existing greenway cannot be moved. The greenway design was shifted as much as possible to maintain S5 as an open
(and improved) channel and to only pipe S4. The impact to S4 is limited to 149 if.
The greenway is placed within the old rail bed to the maximum extent practical in order to reduce impacts to the stream
buffers. The greenway was reduced from a proposed 12-14' width to a 10' width and the shoulders were reduced to
minimum widths in order to reduce the impact on the buffer. Cut and fill areas were also analyzed and design grades
adjusted in order to reduce impact to the buffers. Specific areas have been reviewed and revised based on comments
received through the erosion control permitting process to maintain a minimum 15' undisturbed buffer as much as
possible.
Storm drainage systems have been tied into culverts to reduce the number of outfalls entering the stream. Additionally a
plunge pool and level spreader has been added to the outfall at approximately station 32+00.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Existing debris in the stream and along the banks will be removed. The new channel will have a natural bottom in order
to more closely maintain a natural environment in the stream. Dead, dying and invasive plants will be removed from the
buffer. Live stakes and a variety of appropriate trees and shrubs will also be installed along the stream to create a
functioning stream buffer. The trestles will be replaced with culverts at more appropriate angles to allow for better stream
flow and bank stabilization. The culverts will be depressed to allow for a natural channel bottom to form within the culvert.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory MitigqState?
❑ Yes ® No
impacts to Waters of the U.S. or Waters of th2b. If yes, mitigation is required by (check all tha❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this ❑ Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
_-7:j3b. Credits Purchased (attach receipt and letter) Type Quantity

3c. Comments:
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:
0 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
buffer mitigation? If yes, you will have to fill out this entire form - please
contact the State for more information.
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
,Zone 1
Zone 2
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:

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.
Comments: We are performing maintenance on the stream banks and debris ❑ Yes ® No
removal, so there is no opportunity for diffuse flow. Although some pipes are being
increased, no new pipe outlets are being proposed.
2. Stormwater Management Platt
2a. What is the overall percent imperviousness of this project? nla, unchanged
2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The installation of the greenway
impervious surface is being offset by removal of the tracks and ballast area.
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? Greensboro
® Phase II
3b. Which of the following locally -implemented stormwater management programs F1 NSW
USMP
apply (check all that apply): ❑ Water Supply Watershed
® Other: Jordan Lake
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 ❑ 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 9 of 11
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 (fed erallstatellocal) 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)?
1c. 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.
There is no wastewater generation associated with this project (greenway construction and stream enhancement only).
Page 10 of 11
PCN Form -- Version 1.3 December 10, 2008 Version

b. 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?
Fws.gov.
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?
PCN instructions note salt marsh, oyster reef and seagrass. This project is not coastal.
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?
Hpoweb. Project site is located nearladjacent to Westerwood Historic District, Wafco Mills and Greensboro College.
B. 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: Portions of the project are within the regulated floodplain and will
be permitted through the City of Greensboro and FEMA, as required.
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature Is valid only if an authorization letter from the applicant
Isprovided.)

Legend I � t j I
Project Study Area \N. 5r
-
Greensboroa,
Guilford County
Q`
IV
virbgt
- kto�r�
4,
Kentucky
Virginia
Tennessee, Y1
North
' Carolina
1 South
GeorgiaCarolina
0 40 80
momso Miles
Ki na ey>>> 1-1 o r in
ensboro
e
'�'f
Spr
st St
29
74
GUILFORD
F0RSYTH
ALAMANCE
Y
Project Location �
DAVIDSON
Atlantic Ocean Q 6 � RANDOLPH CHATHAM
Miles
Figure 1: Vicinity Map
Downtown Greensboro Greenway
Phase 4
Greensboro, Guilford County, NC
k 0 4,000 8,000
Feet
STOKES ROCKINGHAM CASWELL
GUILFORD
F0RSYTH
ALAMANCE
Y
Project Location �
DAVIDSON
Atlantic Ocean Q 6 � RANDOLPH CHATHAM
Miles
Figure 1: Vicinity Map
Downtown Greensboro Greenway
Phase 4
Greensboro, Guilford County, NC

09
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-- Streams y
Project Study Area
0 750 1,500
Feet
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ap (i iC Center tqr Geographlvffifo�ma�io 'and Anf lysis, lVCr9a���
Figure 3: Jurisdictional Features Map
Downtown Greensboro Greenway
Phase 4
Greensboro, Guilford County, NC

mill{ �!
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n
(Joins sheet 2,7 17rr? , i i
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Legend
Project Study Area ' ► `"��j
rr
Feet
o 1,000 2,000,.
Figure 4: NRCS Soil Surrey Map
(Guilford County, 1977)
Kimley))) Horn Downtown Greensboro Greenway
Phase 4
Greensboro, Guilford County, NC

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North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2015
Project/Site: DTGP4 - North
Buffalo Creek (S1)
Latitude: 36.081536 N
Evaluator: J. Hartshorn (KHA)
County: Guilford
Longitude: 79.802391 W
Total Points: 39.5
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermitt Perennia
g. Quad dame: Greensboro
if >_ 19 or perennial if ? 30
0
1
A. Geomorphology Subtotal = 20.5
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple
poolsequence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
3
5. Active/relic floodplain
0
1
2
3
2
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
2
8. Headcuts 1
0
1
1 2
3 1
0
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1
1.5
1.5
11. Second or greater order channel I
No = 0
Yes 3
3
artificial ditchos are not rated; see discussions m manual
B. Hvdroloav Subtotal = 10
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
1.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
No = 0
1.5
Yes = 3
26. Wetland plants in streambed
3
C. Biology Subtotal
18. Fibrous roots in streambed
3 2
1
0
3
19. Rooted upland plants in streambed
3 2
1
0
3
20. Macrobenthos note diversity and abundance
0 1
2
3
1
21. Aquatic Mollusks
0 1
2
3
0
22. Fish
0 0.5
1
1.5
1.5
23. Crayfish
0 0.5
1
1.5
0
24. Amphibians
0 0.5
1
1.5
0.5
25. Algae
0 0.5
1
1.5
0
26. Wetland plants in streambed
FACW = 0.75; 08L 1.5; Other = 0
0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: North Buffalo Creek (Stream S1) is a large perennial stream that
crosses the corridor beneath a rail bridge. Many fish were observed in the
feature. The stream is well defined but constricted by development on much of
its reach.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2015
Project/Site: DTGP4 -Stream S2
Latitude: 36.078138 N
Evaluator: J. Hartshorn (KHA)
County: Guilford
Longitude: 79.799998 W
Total Points: 35
1a.
Continuity of channel bed and bank
0
Stream Determination
Other
Stream is at least intermittent
Ephemeral Intermilte Perennial
.g. quad Name: Greensboro
if a 19 or perennial if a 30
0
1
A.
Geomorphology Subtotal = 15
Absent
Weak
Moderate
Strong
Score
1a.
Continuity of channel bed and bank
0
1
2
3
3
2.
Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple
oolsequence
0
1
2
3
2
4.
Particle size of stream substrate
0
1
2
3
3
5.
Activelrelic floodplain
0
1
2
3
0
6.
Depositional bars or benches
0
1
2
3
2
7.
Recent alluvial deposits
0
1
2
3
2
8.
Headculs
0
1
2
3
0
9.
Grade control
0
0.5
1
1.5
1
10.
Natural valley0
0.5
1
1.5
1
11.
Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 11.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
1
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0,5
1
1.5
1.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1.5
17.
Soil -based evidence of high water table?
No = 0
1.5
Yes = 3
26. Wetland plants in streambed
3
C. Biology Subtotal = 8.5
18. Fibrous roots in streambed
3 2
1
0
3
19. Rooted upland plants in streambed
3 2
1
0
3
20. Macrobenthos (note diversity and abundance)
0 1
2
3
0
21. Aquatic Mollusks
0 1
2
3
0
22. Fish
0 0.5
1
1.5
1.5
23. Crayfish
0 0.5
1
1.5
0
24. Amphibians
0 0.5
1
1.5
0
25. Algae
0 0.5
1
1.5
1
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: Stream S2 is a perennial stream that flows along the abandoned
Norfolk Southern Railroad. The feature had strong baseflow with numerous
riffles and pools throughout the observed reach. Many fish were observed
swimming in the feature. The feature likely receives strong flows during storm
events as evidenced by numerous debris lines/piles.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2015
Project/Site: DTGP4 -Feature S3
Latitude: 36.079601 N
Evaluator: J. Hartshorn (KHA)
County: Guilford
Longitude: 79.800237 W
Total Points: 25.5
1
2
3
Stream Deter circle one)
Other
Stream is at least intermittent
Ephemer Intermittent erennial
e.g. Quad Name: Greensboro
if z 19 or perennial if z 30
0
3. In -channel structure: ex. riffle -pool, step -pool, ripple
.pool sequence
A. Geomorphology Subtotal = 9
Absent
Weak
Moderate Strong
Score
V. Continuitz of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
0
3. In -channel structure: ex. riffle -pool, step -pool, ripple
.pool sequence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
3
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
1
7. Recent alluvial deposits
0
1
2
3
0
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1
10. Naturalvalley
0
0.5
1
1.5
0
11. Second or greater order channel
No = 0
Yes 3
0
41LI"Uld! uituiwY dru rrllr ra(eU, bUU UISGUSNiumi m manual
B. Hydrology Subtotal = 10.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
1.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1.5
17.
Soil -based evidence of high water table?
No = 0
1.5
Yes = 3
26. Wetland plants in streambed
3
C. Biology Subtotal =
18. Fibrous roots in streambed
3 2
1
0
3
19. Rooted upland plants in streambed
3 2
1
0
3
20. Macrobenthos note diversity and abundance
0 1
2
3
0
21. Aquatic Mollusks
0 1
2
3
0
22. Fish
0 0.5
1
1.5
0
23. Crayfish
0 0.5
1
1.5
0
24. Amphibians
0 0.5
1
1.5
0
25. Al ae
0 0.5
1
1.5
0
26. Wetland plants in streambed
FACW 0.75; OBL = 1.5; Other = 0
0
'perennial streams may also be identifed using other methods. See p. 35 of manual.
Notes: S3 is a linear feature originating at a 60" RCP that has formed a
large scour hole. Water is highly turbid and no biology was observed.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.19
Date: 7/7/2015 IProject/Site: DTGP4 - Feature S41Latitude: 36.06755 N
Evaluator: J. Hartshorn (KHA) County: Guilford
Longitude:
79.797106 W
Total Points: 20
Stream Determl ion (circle one)
Stream is at Least intermittent
Other
Greensboro
Ephemer ntermittent
if z 19 or perennial if >_ 30
rennial
e.g. Quad Name:
A. Geomorphology Subtotal = 6.5
Absent
Weak
Moderate Strong
Score
14. Continuity of channel bed and bank
0
1
2
3
2
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple
Pool Sequence
0
1
2
3
0
4. Particle size of stream substrate
0
1
2
3
5. Active/relic floodplain
0
1
2
3
2
0
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
0
0
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1.5
10. Natural valley
0
0.5
1
1.5
0
11. Second or qreater order channel
No = 0
Yes = 3
0
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 6.5
12. Presence of Baseflow
0 1
1
2
3
13. Iron oxidizing bacteria
0
1
2
2
14. Leaf litter
1.5
1
0.5
3
0
0
1.5
15. Sediment on Tants or debris
0
0.5
1
1.5
0
16. Organic debris lines or piles
0
0.5
1
1.5
0
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 7
Notes: S4 is a linear feature draining along a railroad corridor. Feature is
lined with gravel many rocks along the feature's bottom are covered by algae.
The feature ends at SW grate and travels offsite.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2015
Project/Site: DTGP4 -Feature 35
Latitude: 36.067671 N
Evaluator: J. Hartshorn (KHA)
County: Guilford
Longitude: 79.79736 W
Total Points: 20
1
2
3
Stream Deter ' circle one)
Other
Stream is at least intermittent
Epheme Intermittent rennlal
e.g. Quad Name: Greensboro
if � 13 or perennial if? 30
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple
pool sequence
A. Geomorphology Subtotal 6.5
Absent
Weak
Moderate Strong
Score
18. Continuity of channel bed and bank
0
1
2
3
2
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple
pool sequence
0
1
2
3
0
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
0
7. Recent alluvial deposits
0
1
2
3
0
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1.5
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No = 0
1
Yes = 3 1
0
artificial ditches are not rated; see oiscusstons in manual
B. Hydrology Subtotal = 6.5
12.
Presence of Baseflow
0
1
2
3
2
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0
16.
Organic debris lines or piles
0
0.5
1
1.5
0
17.
Soil -based evidence of high water table?
No = 0
1.5
Yes = 3
26. Wetland plants in streambed
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3 2
1
0
3
19. Rooted upland plants in streambed
3 2
1
0
3
20. Macrobenthos note diversity and abundance
0 1
2
3
0
21. Aquatic Mollusks
0 1
2
3
0
22. Fish
0 0.5
1
1.5
0
23. Crayfish
0 0.5
1
1.5
0
24. Amphibians
0 0.5
1
1.5
0
25. Algae
0 0.5
1
1.5
1
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: Feature S5 is a linear ditch draining along the southside of an
abandoned railroad. The feature has hydric soils, hydrophytic vegetation and
weak baseflow. The soils appear to be saturated for long periods.

CITY OF GREENSBORO
ENGINEERING & INSPECTIONS DEPARTMENT
L
� ErroP� F T
i io
YI f."aricbt
I 1 s I.°i v4 r.'cGEa 51 - caro: n3
L t
EEO? PROJE r
F— f
VICINITY AiAP
N.LS.
ENGINEERING DIVISION
DOWNTOWN GREENWA Y PHASE 4 & A&Y GREENWA Y
CITY PROJECT NOS. P 05645-04 & P 05644A-04
LIMITS: FROM SPRING GARDEN STREET TO
NORTH OF BENJAMIN PARKWAY
BUFFER PERMIT PACKAGE �83
SUMMARY TABLE
SITE NUMBER
iMPACT
TYPE
BUFFER ZONE IIMPACTS BUFFER ZONE 2IMPACTS
TEMPORARY SF PERMANENT(SF) TEMPORARY(SF) PERMANENT(SF)
1
PERMIT DRAWING
10324
22
` -,
3608 7135
1
SHEET 1 OF 24
31
7261
%' u�
r
2
Greenway
9
9833
"24
SITE I
O
c
2156
0 0
3
Greenway
CIF
8939
2370 4857
3
Stream
0
1019
0 0
4
Greenway
BEGIN DOWNTOWN GREENWAY PHASE
10454
h0-1
U
4
CITY PROJECT P-05645-04
0
y SITE 2•
r`
c.
BEGAN MYSTRWFION -
Greenway
3�
15159
-GI- STA A9+22AO
6
3
1821
SUMMARY TABLE
SITE NUMBER
iMPACT
TYPE
BUFFER ZONE IIMPACTS BUFFER ZONE 2IMPACTS
TEMPORARY SF PERMANENT(SF) TEMPORARY(SF) PERMANENT(SF)
1
Greenway
10324
12049
3608 7135
1
Stream
0
7261
0 0
2
Greenway
14849
9833
1973 12454
2
Stream
0
2156
0 0
3
Greenway
S210
8939
2370 4857
3
Stream
0
1019
0 0
4
Greenway
6360
10454
2557 4147
4
Stream
0
1376
0 0
5
Greenway
3663
15159
3554 6033
6
Greenway
1821
10411
1825 1072
7
Greenway
1843
5615
749 4269
TOTAL
44069
84272
14837 39966
i �
-02- STA 34+97.00
END DOWNTOWN GREENWAY PHASE 4
SITE 3 CITY PROJECT P -05644A-04
-132- STA 56482AO
END COYSTRUCTM
a� -G2- STA 62+1591
t END Aar GR£EhwAY
o-� -02- STA 62+40DO = CITY PROJECT P -05644A-04
-Y8- STA 12121,95 I30'RTI END CONSTRUCFXW
o' SITE 7 A O
-03- STA 8400.00
C9 0
7 Co s .
C6 Cy
SITE 5�r5t
SITE 6
BEGIN CONSTRUCTION
-113- STA 66400.47
-r8- STA I3+67.00 =
-03- STA 65456DO
ENGINEER:
SURVEYORS: Kimley* HornYater ;
r�d
SPATIAL DATA CONSULTANTS, Inc. coo c 3-2°33
wT 1101 3-2606
IC WALLER & ASSOCIATES, PC u:u c1 : CO;/wnr 3-K64
OC 7517 .xl FA1ETfE'.1LLE ST-yi RE Ei,] COG Yee 73 5M
rxra�r++>1rn�:to soar st n-zsss
rGRAPHIC SCALE
115 0 30
Plkdd0
10 030
PROFILE !HORIZONTAL}
100% PLANS
PRELIMINARY DESIGN
DD NOT USE FOR
CONSTRUCTION
C071TRICr 511HT
OF
=����0�jILfiYrp0 0�tr
J Cj A
¢o �m
z n
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
STANDARD TOPO SYMBOLS
CITY OF GREENSWRO
ENGINEERING DESIGN OI VISION
Prcgpsed Mwale 112 ........................................
r
ref eoaasan l[.lIWS Far.'n-il. 1/E' 03941.01 ..................
E.Ist. Cub Inlet 5132'-5/fig................................
WJ
Prep. CvrE Inlet S/32 --5/5F .................................
m
f.lem+an. asltn 3/116'-5/IE..................................
13
Eclat. Tele1>— o",
Povr Pole 3/32" ........................
O
Prep. lelepnpry O- Foyer Fal. 3/32 ..........................
r.
City Cl G.+ub S1Vvat Pot. 3/32- 1laDel. ..............
93 e
WV.11. 3/32' ..............................................
v
E.1st. PT:ranL 3/32 .........................................
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PrepYdrant 21. .........................................
A
.sler tale 3132- I1.xl.a1............... I............ I...1
94
Tr.Iftt Enginearsn2 Sf V' l E0v 5164 .........................
O a
Ws v.13 3/32' .............................................
p
rete pr Aon 1-111. COAA 3/32 .............................
10
014 L E1 M.e lumrsent 3/32- .................
0
Iran Pip. 3154' ......................... ... .................
.re
Mets S/E4..................................................
e
Efectr Scat WtleL SIC flataiedl ...........................
11110-.
rrIece.�+mic.iteaz M pedestal SIE.- Ilact le0l .........
tl
Fr S54. Prec Ise rral.rs. PoLnt 3164' llaLeledl...............
.+
19- o- Less Tree 114- 111be11dl.............................
D.[r 20' free 5/16' fleeeseel..........................—' .
fw}
snrw SI32.................................................
6
1. Wt 32' f7.03 ............................
WA
LWI Pole 3132- tl.Des.0 —........... I ...................
11.1
Proaas.d ➢.N strS e, Llgl+................ ............... —
f#oFasN Siree! Ls4 t .......................................
rr
ieve][tvlr P.M SLitT DI r>r..r . Sid. 44101 ..............
Castrol 01 recess Line 5115% ...............................
._
E.fat. 141.1 LSr9 [I.Cel eal.................................
— M—
Wrw MSLer Llne Ilex]eal..................................
E.13t. Sdtltarr 5..41[1.9.1 eat .............................
—ss
W". It'T S 1 Il ae3llal ............................
53n
. �.
E.13L. RivIt a/ M'. .. .. .............................1.
Pvapaaea Kwgin.............. ... ............................
Easr L [!Dal edl....... ...................................
Te mOprarT Cary Lrvctiw C.seem .............................
—
E.1st. Dirt Street ..........................................
E.isL. Pa.rent..............................................
EeisL. c1 llet I.01 .......................................
EeisL. CV0 b tatter 1leoe]eal ..............................
= = = = =
Frog. Pro 5 tatter ( u014 E lace 1.0.1 ....................
S�rteT Line ............ ... ................................ ..�
siro Line ....................... I ............... ... I.......
` — — '
Center Ll. .................................................
_ —
E.Ssl. SL-. Sever f1M.1.91................................
_ _ —
Prop• Star. Sever 1leae]N1.................................
.
res LL-ue9.l.01........................................—
--G—
rrwv.l[.Inn Lane E fc..r...................................
E e
Wd.rgrpsess rq.corsvnlc.Ylc .ear. [ieorl.al ..............
—T—
lY.h,V—J N— 1.Iry................................. .....
_p_
p—
F—
F..a. tivarf.el.............................................
—r—
Fetlrece....... ....... ——.....—........................-.
I3,1a,N 1W". Sella E S.11t. 814 .l ........................
T=
eoa Cvsre<t !Prop- S015d E E.isL. Sr[+enl...................
EurrdR.SI..................................................
wry.. Dr ease.. Ree.lwl..................................
C+OD
M.d. L I—. . ................ ............... ..............
E.J.L. Ib..................................................r
yRT 1
T<Vmarr Silt F.nc...............................-- ......
vvrn+uiraa
Freda, Castrol DerSce I[OC Sid. ib. 2[S E -321— ..........
PROJECT SPECIFIC
L1.1t. or Oletura..................................... ....—
McrfPl. Some.,. Re51—d Pole f1 eEr[edl....................
m

w
N
w
PERMIT DRAWING
SHEET 2 OF 24
DETAIL 1
SPECIAL LATERAL 'V' DITCH
{Not to Swlej
NaNrol rN oe[ Ft➢
Ground D rr\off Slope
Min. D- I FI.
FROM STA. 12+25 TO
STA. 12+60 -Gl- RT
FROM STA. 12+60 TO
STA. 13+17 -Gl- RT
FROM STA. 12+60 TO
STA. 13+17 -Gl-- IT
FROM STA. 14+30 TO
STA. 15+75 -Gl- RT
FROM STA. 17+25 TO
STA. 17+95 -Gl- RT
FROM STA. 21+25 TO
STA. 23+35 -Gl- RT
FROM STA. 24+35 TO
STA. 25+50 -Gl- LT
FROM STA. 25+50 TO
STA. 26+50 -Gl- LT
FROM STA. 30+50 TO
STA. 31+25 -G1- LT
FROM STA. 31+25 TO
STA. 32+90 -Gl- LT
FROM STA. 35+35 TO
STA. 37+50 -G2- LT
FROM STA. 37+50 TO
STA. 37+75 -G2- IT
FROM STA. 41+00 TO
STA. 43+75 -G2- RT
FROM STA. 43+75 TO
STA. 44+00 -G2- RT
FROM STA. 49+00 TO
STA. 52+00 -G2-- LT
FROM STA. 58+00 TO
STA. 58+85 -G2- LT
FROM STA. 69+75 TO
STA. 71+25 -G3- LT
FROM STA, 76+00 TO
STA. 76+50 -G3- RT
FROM STA. 76+50 TO
STA. 77+25 -G3- RT
FROM STA. 77+50 TO
STA. 79+00 -G3- LT
FROM STA. 78+47 TO
STA 80+75 -G3- RT
FROM STA. 80+90 TO
STA. 84+10 -G3- RT
FROM STA. 83+75 TO
STA. 64+25 -G3- LT
DFTAII_ A
BERM 'V' DITCH
( Not to Scale)
Nmurol
1
Grovn
i
Min. D = l Ft.
Ir= 2.0 Ft,
FROM STA. 38+00 TO STA. 38+40 -G2- LT
DETAIL 7
SPECIAL LATERAL BASE DITCH
I Not to Sante)
Namml \ of FSI
Ground 2.1 D 'f-`,aAtas 11,
f
L.=.1 !din. D= 1 Ft.
6= 4 FI.
FROM STA. 55+00 TO STA. 57+60 -G2- LT
DETAIL 2
TOE PROTECTION
I Nor ro scoie)
R\o` of
Natural 1.\�°`\S\oP°
Grovndb ,
I�'YI �d
d- 2 Ft.
b= 2 Ft. Geofexrile
Type oftiner= CLASS B Rip -Rap
FROM STA, 39+39 TO STA. 39+56 -G2- LT
FROM STA, 40+00 TO STA. 40+75 -G2- RT
FROM STA 48+15 TO STA. 49+00 -G2- LT
FROM STA. 14+75 TO STA. 15+00 -G2A- LT
FROM STA. 68+75 TO STA. 69+75 -G3- LT
DETAIL 3
SPECIAL LATERAL BASE DITCH
{ h°ot to Smlo)
Nolurd
Goi
d 2;7 D
F;a1tet Slap_
L. "-..I Mn. D= 1 Fl.
B= 2 Ft,
FROM STA. 10+75 TO STA. 12+60 -Gl- IT
FROM STA. 23+35 TO STA. 24+10 -Gl- RT
FROM STA. 52+25 TO STA. 55+00 -G2- LT
DETAIL 8
INLET CHANNEL - LOOKING DOWNSTREAM
( Not to Scale)
EXIST !2' X 7' RCBC CLASS 1! RIP RAP
GROUND (BURIED YJ TO TOP OF CHAMEL
15'
GEOTEXTILE �D SILL
M
Min. D = 6.0 Ft. 71�
B = VARIES lIPHKGH FLOOCWLAIN BENCH
EXISTING TO 12' WITH CLA55 Il RIP RAP
Type of Liner = Class 'II' Rip -Rap
STA 24+10 -G1- (LT)
DETAIL 9
OUTLET CHANNEL -LOOKING DOWNSTREAM
EXIST ( flat to Scole7
GROUND !2 X 7' RCBC CLA55 11 RIP RAP
(BURIED r 1 TO TOP OF CHANNEL
15' D SILL
GEOTEXTILE 1
Min. D - 4.5 Ft. B
8 VARIE5 I1 I&HAGR FLOODPLA'N BENCH
EXISTING TO 10' �+ WITH CLA55 IIRIP RAP
Type of Linor = Class 'II' Rip -Rap
DETAIL 4
RIP RAP AT EMBANKMENT
(Nolte Scale)
lo'min,
Ditch I.omin. 2'
Gorda }
GEOTEXTILE
Type of Liner= CLASS 'I' OR '11' RIP RAP (5ff PLANS)
FROM STA. 24+10 TO STA. 24+25 -Gl- RT
FROM STA. 24+25 TO STA. 24+35 -Gl- LT
STA. 31+25 -Gl- RT
DETAIL 10
(Not to Scala)
INLET CHANNEL -LOOKING DOWNSTREAM
(Not to Scale)
N RAP
EXIST
GROUND 2 0 7' X 7' RCRC
CLASS N RIP RAP
fOUR1ED Cl
TO TOP OF CHA"INEL
{-r
15' zaSILL
JI
2
D
GEOTEXTILE
2
`ff�B
!/Y HCH FLOODPLAIN BENCH
Min. D - 7.0 Ft.
8 - VAR] ES
15
WITH CLA55 11 RIP RAP !!!555
EX45T1NG TO 15'
Type of Liner = Gass 'II' Rip`Rop
5TA. 39+78 -G2- (RTj
DFTAIL 11
OUTLET CHANNEL - LOOKING DOWNSTREAM
(Not to Scala)
FALSE SUMP
Not to Scale)
EXIST
GROUND a X 7' RCBC
N RAP
(
fBUR1E0 Cl
E
TO TO OF
TO TOP OF CHANNEL
r
TOF
15' � � 0
C[�LSS IIRIP RAW
TO TOP OF CHANNEL
GEOTEXTILE
JI
2
IB
Min. D = 5.5 Ft.
1lYHIGH FLOODPLAIN BE rl
8 = VARIES
WITH CLASS 11 RIP RAP TT55
EXISTING TO 14'
Type of Liner = Class 'II' Rip-Rop
c0?ITRACT sH-ES
DETAIL 5
DETAIL 13
FALSE SUMP
Not to Scale)
EXIST ( Not to Sco'el
Outside Ditch
GROUND 2 a A7 X 6' RCBC
(BURIED Y1
Traffic How
2
70 �f
7 -I 2
TOF
f
C[�LSS IIRIP RAW
TO TOP OF CHANNEL
Cl
$
0tc.
S=Ditch Slope
Proposed Ditch
STA.52+10 -G2- (LT)
STA. 80+80 -G3- (RTj
DETAIL 12
DETAIL 13
INLET CHANNEL - LOOKING DOWNSTREAM
EXIST ( Not to Sco'el
GROUND 2 a A7 X 6' RCBC
(BURIED Y1
CLASS fI RIP RAP
TO TOP CHANNEL
� filTr
TOF
15' WSILL
C[�LSS IIRIP RAW
TO TOP OF CHANNEL
D
GEOTEXTILE
�!
2
B
titin. D = 5.5 Ft.
1A'NMGH FLOODPLAIN BENCH 11
B = VARIES
WITH CLASS ARIP RAP TT55
EXISTING TO 21'
Type of Liner = Class '11' Rip-Rop
STA. 47+99 -G2- (LT)
STA -24+25 -Gl- (RT) STA 39+94 -G2- (LT) STA 4B+15 -G2-- (RT)
DETAIL 14
SPECIAL LATERAL 'V' DITCH
(NO to Scale)
NoNro1 \?' Fin
Ground I 1;M Slopa
D
Mir. D- 1 Ft.
FROM STA. 15+75 TO STA. 17+25 -Gl- RT
R:s docvrr L logelha .0 " c« pt. and desyns
p,...nled here3� os on eulrvrr+enk d a , :a offended orAr
fort �� r+wpose er ��,1 His d , t prepared.
Ruse W ec ' re�onca on ais hkhrj nt s pret ernes
"^Proal
a�lhwual'ro++ and odopton by tr:n�-.Horn and Aswdoles, lr�c-
Copyright Kimley-Horn and Associates, Inc., 2018
DETAIL 13
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT DTH. DATE BENCH MARKS "No.P-o5W5-ow-95r,4 A0
OUTLET CHANNEL - LOOKING DOWNSTREAM
EXIST�
( Not to Scale)
001%TO11N GREENIVAY PHASE 4 &
A&Y GREENWAY
DRAINAGE DETAIi S
GROUND ,
y
2 B 1O' X 6' RCBC
(BURIED I1
C[�LSS IIRIP RAW
TO TOP OF CHANNEL
SIDEWALK 2015-903 SCALE
T�(T
15'
D
GEOTEXTILE
`
�!
2
B
Alin. D = 5.0 Ft.
11YNIGH FLOODPLAIN BENCH
!L
B = VARIES
WITH CLASS ON' RAP
r..55
EXISTING TO 21'
Type of Liner = Class 'II' Rip�top
STA -24+25 -Gl- (RT) STA 39+94 -G2- (LT) STA 4B+15 -G2-- (RT)
DETAIL 14
SPECIAL LATERAL 'V' DITCH
(NO to Scale)
NoNro1 \?' Fin
Ground I 1;M Slopa
D
Mir. D- 1 Ft.
FROM STA. 15+75 TO STA. 17+25 -Gl- RT
R:s docvrr L logelha .0 " c« pt. and desyns
p,...nled here3� os on eulrvrr+enk d a , :a offended orAr
fort �� r+wpose er ��,1 His d , t prepared.
Ruse W ec ' re�onca on ais hkhrj nt s pret ernes
"^Proal
a�lhwual'ro++ and odopton by tr:n�-.Horn and Aswdoles, lr�c-
Copyright Kimley-Horn and Associates, Inc., 2018
F.dP0.*L➢ d T WFIE GEi
■
- •._Ee sr. 2me un
K� m ley >>> H o r n af,�A ne .:_
rxFr,�. •ort�n [F-�ovr�i �rF�s
Q�,,e
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT DTH. DATE BENCH MARKS "No.P-o5W5-ow-95r,4 A0
CITY OF- GRHHNSHORO
1-NGINEERING DIVISION
ROAtlWAY SIGNED By cNR
SEWER NAILED BY CNK
001%TO11N GREENIVAY PHASE 4 &
A&Y GREENWAY
DRAINAGE DETAIi S
SET �•
WATER CH£CI(ED BY JFLV
�
-
SIDEWALK 2015-903 SCALE

29r 34Y 05.,F
r
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--RIGHT �Fi�A,v E+•�=rF'1F
BEGIN CONSTRUCF0M
-Yl- POC Stu. 10+14D0
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RETAIN BLOO Jd N 5'3T 44lW - . J> FEL
PROP COC LM l ! EAST 40s / �,, / TAN 1■1 \Ai.
1510
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'Y PROPOSED NCOOT CB _ - e ,�1, �, t -n \ \ xq. _ \ BEGIN GYiNSTRUCTI
4T RCP -41 IS TO. NO. 840.021 \4 ,, !. I Ar•.LtJ f R z lu;E r, uc \ ` \ -Y2 STA lI+31b8
T SPECIAL LATERAL 2' BASE DICK 1 fSr-`j ,.':3 t7P NSLIT ? tl ::t. \ \ , ' iy BEGIN ■4LA�G b RESVRF1
SEE OETA4. 3 ///
SKEET i7 _ ``11.1 1 7 FC
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- - SEE DETAIL I/ SHEET T6
PROPOSED NCT)OT CB PROP I5 DRNEWAY . - • --- `' \
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1570. MD. 0400021 5 j SfDMJ 648AJ , ,
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1 ..: RCP ■ `.j'.l Q'3 / 0 `\�' % 1 i /' {'j / .. ��1 61
CRY PROJECT P-05645-(34 - 66' RCP -
BEGIN CONSTRUCTION \ an too
-G1- POC 5630+292.00
TIE TO EXI5T DOWNTOWN CREENNIAY 'r
36'PPE 8 FES .r
b GRhOE NEO
48' FES TO DRAM 1 l . •;4 f r
A%dtiHOL�COVEfl 7 ti. _ OPOSED NCDOT
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1. 4 PR�05E0 01 JD
(STD. N0. !40.31 OR .321
A/ COG GRAT 474/.35
4 \ \ \
pp ABOVE,SLAB JB N/ NH COVER
0 NCGOT STO 840.71
RCP
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CONTRACT SHEET
OF
SENSITIVE INFORMATION
Net to De c*ed ar d%Ubuted
.ithouk Lhe epmess .ritlen
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City or Ort4nswo.
tos LfGT
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!1 I J Y -( "J 05 /bIY PAT NI
f f CH (SEE DF]FAlL
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\ /'SPEQIl,,�� LATERAL* t •7 \ �� 8❑ SPECL4. LATERAL VDI
\ \ REMOVE AMD REPLACE -V'p,CH PROPOSED NC� f JR �J (SEE lTA1E 1/SHEET 771
\\\ EAST 41R A/ NC00T J0• ` SEE DETIIL E `t-1510. h'0. 840. ]TQR .]ZF V ❑9 P!A'N10SE0 CCwCRETf PAp
p—ISTD.M0.840.30 -.__ —,' SHEET 7_6 `, / A/ COO GRATE 434/434' h MEE LAVD5CAPE P(AI
3 - - ABOVE SLAB \' �Q PERMIT DRAWING
SHEET 3 OF 24 ®'`A WAM °
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1 16 046,071 \ ,'
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S 7 -
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r 15' RCP -14 ♦ ♦ / - _
PROPOSED C00
\ --_--_ Ct ISTD. h'0. 4021
TEMPORARY IMPACTS ZONE 1
-
6'PVC MEDIAN 1NDEROI TEMPORARY IMPACTS ZONE 2
s1 \J
1 / EXEMPT
/ sFF rr<rIERSECrmx rKIrAn.
SHEET IIR! FOR
—IOD— DENOTES LIMITS OF AWTAViV INFORMATION
DI57URBEll AREA SEE SHEET CIA FOR
/ PROFILE
r/;,:g; 1, f�1.
COG .ty c 1I33-22t0A3e3
FnO7,ari
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NOT -CONTRACTOR TO REMOVE ALL RAILROAD cel®
ELEMENTS INCLUDING RAILROAD TRACKS.SIGNAL Js.
CABINET. CANTILEVERED FLASHING UGHT,SIGNAL•AN �V('
PAVEMENT IIARKIN05JAPPIIES TO ALL SHEETS)
Ty,
Wo, 5, 13-259
8�
NPDES
General Permit
-54' RCPfI
Applies
DISTURBED AREA =
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT LITH. DATE 8ENCH MARKS
14.0 Acres
CITY OF GREENSBORO
ENGINEERING DIVISION
GIS DISCLAIMER
l3bjMIS M Ib4 mLp fbM U. d4i1li
SES+ER !DETAILED BY C1Ac
Y.efiir. waa n¢1 aa.eyfd tnry +a.
-
cOmpted by Tx.at.ga+:n V;e . III -G0.
NATER CHECKED BY JINN
aic3gbl. - V. a.oq.af+,e lnrar�+wH:an
5 fA:MALK 2615-OD3 SCALE: 1,333: 1-•30�VeRr t.-3'
sift- (OS) f1 vied by V.
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fr1fY- - - loo lW ',I� y, RETAIN E>v5T J
loo \ Y TEY ♦ ,
-
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loo -" . - - (' AT EXIST' CW JDW
TIE EXIST VDffALK
LC0 ��:£ 66'N ''V � \� O RETAW EXIST SIDEWAY
�l $5ppEE LATERAL r - - - tap +: �� �4 CFW WAEX WITH 5TREETPRtYT XD
!1 I J Y -( "J 05 /bIY PAT NI
f f CH (SEE DF]FAlL
SEE 01 P P
.I .-r. SHEET TSI
S1�Ef`,7T t4 S' ©
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\ /'SPEQIl,,�� LATERAL* t •7 \ �� 8❑ SPECL4. LATERAL VDI
\ \ REMOVE AMD REPLACE -V'p,CH PROPOSED NC� f JR �J (SEE lTA1E 1/SHEET 771
\\\ EAST 41R A/ NC00T J0• ` SEE DETIIL E `t-1510. h'0. 840. ]TQR .]ZF V ❑9 P!A'N10SE0 CCwCRETf PAp
p—ISTD.M0.840.30 -.__ —,' SHEET 7_6 `, / A/ COO GRATE 434/434' h MEE LAVD5CAPE P(AI
3 - - ABOVE SLAB \' �Q PERMIT DRAWING
SHEET 3 OF 24 ®'`A WAM °
�TgR'OUT`
1 16 046,071 \ ,'
DET19 rf - �XhXiC+{R PERAA.N£NT IMPACTS ZONE T (GREENWAY)
S 7 -
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RETAIN EAST d .k`.S Fr r ZT.
\ TAH 0* RCP`
NCD07 ea ` 13 r ", R)V,, z� \ \ �xXXXxX PERMANENT IMPACTS ZONE 1 [STREAM)
ISTD 04 P \ L::; i-: �] Ir ,
o'>
SKEET 17
PERMANENT IMPACTS ZONE 2 (GREENWAYI
r 15' RCP -14 ♦ ♦ / - _
PROPOSED C00
\ --_--_ Ct ISTD. h'0. 4021
TEMPORARY IMPACTS ZONE 1
-
6'PVC MEDIAN 1NDEROI TEMPORARY IMPACTS ZONE 2
s1 \J
1 / EXEMPT
/ sFF rr<rIERSECrmx rKIrAn.
SHEET IIR! FOR
—IOD— DENOTES LIMITS OF AWTAViV INFORMATION
DI57URBEll AREA SEE SHEET CIA FOR
/ PROFILE
r/;,:g; 1, f�1.
,A r /
PROI NARYEESOG
NOT -CONTRACTOR TO REMOVE ALL RAILROAD cel®
ELEMENTS INCLUDING RAILROAD TRACKS.SIGNAL Js.
CABINET. CANTILEVERED FLASHING UGHT,SIGNAL•AN �V('
PAVEMENT IIARKIN05JAPPIIES TO ALL SHEETS)
CONSTRUCTION
DIN dxwnent, t till th. w pU oral d.:rynf
fenled heren,�.slhan n 4rument d fan;ce, I. Lk..I -My
R D� sp.cae Prop., , .af pepo.d.
Re.T4 d and 'unproper r." -once tliz aocvrnenl .itlwP-0,<en
avllwHznl:an and .4.pt;on by Kmiry-Ft.rn end Msoc.I... Inc.
Copyright KinFley-Horn and Associates, Inc., 2018
�rueo a rte orrcT cs_
■
rtlRf�r"'F ''stf�Trn'
Kimley>>> Horn -0ks
�,�; w,a>H u'as.f;.5 zw3
rrar�rir�i:err.zm
(D i.
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT LITH. DATE 8ENCH MARKS
JOB NO.P-05645-04/P-05644A-0
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED BY CJs*
SES+ER !DETAILED BY C1Ac
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AdIY GREEN WAY
SHEET NO.
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1.4107 ,\t 5\\111115511 1 F\4 - - r �/I f fJ \� r�' / lJ ty f \ :•'q• t(• \'= ♦ STD. f; 840.310.9.521
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y \ \ o1\a 555,\ 5 L;TD.T44 a44Fwzi c /� J, _ J IL /. r rJ, : (TIE TO Exsr) DISTURBED AREA
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d'.'`7 - \ '� ♦1 �\ ZS \ - a,. 1 f I / / r 1515Y5 S5 i 17 i r`.+\' 1rr3GS ,,- PAOPQSEB r:COar Ce r ,' �, r J e ?'s` y -
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R/FLOG GRATA -431x435 .� ;t r. ~ ♦ ja W/QYE `.�>- ,� i r, , _
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BEGIN _ R P
60, RCP -17 }
HEG1
GREEIAWAY, PHASE 47-
CITY PROJECT P-05645 _. -- 6a+ACP-"P 2 I /' c E c
toa, ��—. ��- N'. 0 8 i �: / -m ! _ 8 IOD toA >` AT EXIST MNCC'UJOWT C717TER
BEGIN caNST;�ucrloN ✓ 7C�
-Gr- POC St .104-22,00 too• 7[j; , 3 c.._ c-----"£
TIE TO EXIST DOrATOWN GREEAVAY 54 I �, A`p 8 a,1, t \ - 3 � _ • _ _ - - to ❑2 TIE TO E. SIDEWALK
y t �Hf d ' _ _ , i r r / of oSa a 66 Rf >•
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TS PATCH (SEE DETAIL
4B' FES 74, DAA91 51 f 1' 1 O' e F♦ f I , 4 _ _ E \ 1 �- 1=1 [ 5T= ♦ \ - SREET 751
PROPOSED JB ` l I - Off• 1Lb .� `.5 _ , - .1� .'�JJ' T,'T7 r} • ♦ --c.� �;. \li {., _
Y/ WieIOLE COVER 5 ?J AROPOSEO hC00T .J9+ l '`,t , \. �♦p ti x'11 r _ _ V - /f ♦ r 7❑ 4LGIIC SrQEM'ALr P 45'0 51A`]y/1X
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NCOOT ST0.1ro: 840.31 c - ri -
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I 7k-
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IST0.1J0, B40.y1 E ( ISEE LANDSCAPE PLM'Sl
I , - ;. -1 - - -- / =�T- ,,, � ' \ �\'��::-,; l� - ♦ --- ASOVE SLAB ,, . �Q PERMIT IDPAW1NG RECTANSCIbIR WND
PROPOSED JB N/ W COVER \: r'•ti 1 1 s Ec Y ryT -�r•,� ..` ♦ \ �, -.: tC� . 1 - \ SHEET 4 Of 24 FLA58W BEA70Y
NCOOT STD 840.1 \ \♦ ' r \ E7 T - 1. r �� " .. 1♦,• . TICOOP - _
(slrM YNO 840.31 OR 12� 1 5* LI IAX, -, \
\ ♦ r %�"7LCOG{CRATE'434/E3ir�J \ LI - '.c rl r r-. rr -:... ♦'G't+C+C�C+C PERMANENT IMPACTS ZONE 1 {GREENWAY}
5 II , \ �� \o •••�`� \� („�r - -\ .'rf!�� 9`^/q 'r�'(//rl�tllf VE. A8 y 5 6 Tr f .
$L { `\ RETAIN E)DSTWRC C4 Ps S. s v :;r, r
'k % ,151\L ♦ \\♦ I 1 NCOOT CB ♦ TAN IE'RCP l•=1 c IE r \ /
�:; d -,7TPE t 5 5� ♦ N ♦ ♦ t:;;c.1r” T r -rIFVCTz> ♦ ��C�S�C+C+C+c PERMANENT IMPACTS ZONE 1 (STREAM)
\ •, ` R , 151 \\\♦ ISTD F 021 . •_
1 i , t \ 15 L ♦\♦♦ �' 1 ♦ , SEE 111 t9 9tj //
1 .1. S .y ,; ' / .r \ z V \♦� \♦♦ � "1♦ SHEET TT f, � \ /" -r.<t _ _-�.,i-'.
_ I // r �q l 5 \\ ♦\\ ♦♦ `� _ ♦� ♦ r rf _. \\\♦\� PERMANENT IMPACTS ZONE 2 GREENWAY
5 , �'r S r' c ,5, \ '♦ 4 \ \ \ \♦l♦♦♦```' : 1 PROPOSED COG O `♦\ i r:,.: -1` \ : ♦ I I
TYPE !A + , ` I 5 1 `, ♦ �•\ D(STO. N3.4021
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Or
4 1. ' Fti� / t'0 / `. d I�TVf \ . 1 Y � ,r' u t -,. - ♦ r
r /lr/ t�G'•F' 1 +1 ref \ , , s' PVC WEMAN UNDERORAit TEMPORARY IMPACTS ZONE 2
Wks EXIST f�EXEMPT � PAVER ® SFE WERSECt0i DEFNL
/ SHEET WIFOR
fie• i���. \t d� —LOO— DENOTES LIMITS OF ErT1N
\KT,•� ��yy DIs7uR8LD AREA
SESHEET
C(A FOR
L �'7' S tq6 ' PROFILEEET C!A FOR
Ire
©`
PRELIMINARY DESIGN
\rUSE
NOTE:GONTRACTOR TO REMOVE ALL RAILROAD NQS©
00 ONSOTR CTION OR
ELEMENTS INCLUDING RAILROAD TRACKS,SIGNAL
CASINET,CANTILEVERED FLASHING LIGHT,5IGNAL.AN
PAVEMENT MARKIA'GS.fAPPUES TO ALL SHEETSJ
TAs daavm.nl, lo9elh.r rkh the tw,eepls and desgns
pr.s.enl.d h.r n a. an :,.L, t of ,.r.K., �. ml.,a.d ,ny
far the.pi5� pY,. C'�L fu rruh, r�, ��-
Rev» d and eryrcp.r tkwI ,1 r.\hoot .rllx
au a r:at an Ona odapuon fry I(anef-darn ona As.odcL.s, <.
CopyrighL Kimley-Horn end Associates, Inc., 2018
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REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT UTH. [IATE 13ENCH MALRKS
JOS WP -05645-04/P-056444-0
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESWG E[I BY CKK
SE KEA OETAILEO BY CHK
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
HATER eY jwH
Cj DF C� j
SIDEWALK 2055-003 SCAT F'
SCALE: 14121: C•3a'YEpT; L'•3'
3'.3

4.60 JVWV11 ft RESURFA"JAG ;
PLDG FILL
7.bO4
;. ABAec-
STA23+25 -61 -
CONTRACT SHEET
CLASS II RP AAP
T
E 1; NPROTECTION
�
Y =�
RETAPI EXIST C1
'
09
SITE
z
_
I
Trl -Y2-
P 77 F,'-' ryI RETAW E%i�T G
7 I2'
I
H -_i -C -n2 _
" } 72' RCP -4'
N L,
pRGppSE.LOG CI
'L
5f TMIVD021
\
j
PROPOSED HCDOT CR
m
,STD. N0. 840D021
m ,
OVERTOPPING DISCHARGE =
f,)
p40POSEO COG LIH ISTO ' .4001. TIE NTO Ln T
OVERTOPPING FREQUENCY=
NA
CHAid�l 4t1PRO NT5NTS-
72 RCP -II
PLDG FILL
7.bO4
;. ABAec-
STA23+25 -61 -
CONTRACT SHEET
CLASS II RP AAP
T
E 1; NPROTECTION
�
Y =�
RETAPI EXIST C1
'
09
CFS
z
_
I
Trl -Y2-
T 2 9
7 I2'
I
EST 10 SY
SSEEEEDET 7i 4
'z
COLLAFl b E Ffifyf5 ACP TO PROP KFi '\VV:.
a
BASE FREOUENCY -
W
YRS
m
', -Yz-
m ,
OVERTOPPING DISCHARGE =
�u �►�y�u1 �rl
LAVeM'IADUFW4— t-24'RCP-F.7
ais71R Gla
SARA J.
DUHA!,1
DB 3258, PG 888
} -C ; s
_ 15' RL ion - ... -tom .��_'- x� -tea --C
j1 --- PROPOSEO COG SPECIkL L ERA,_ •Y -DITCH -Rn7AN - - -
�I-iiCEISTO. RO. 492! 77— SSKE1. T T6 ?.-:- 15PCPII
OR FLIT
Pno0 6'X WCURB fJu _s,•'_C!EL7A=�$T- fGREEIiIIAYRALLESS
Y' _ c r :c.F�ais
a I 1 ? L- �_ - -___72 2T 3 P_ 91„
,} SITE I ;.
W , 5PEC11L LATERAL
�, r . I ❑] _ . - .. 2' BASE DITCH
- FPROP95E0 COG SSiEEE`M TTA5R 3
CI ISTD. 4021 REUOYE DOST FATSE SIIYP
2i RCP•r . END CONSTRUCTION SPECIAL LATERAL BASE DITCH
`+- -Y3- POC SID. 11+88.35 SEE DETA+L 3 SHEET TT
24' R��u D COG I� ISTD. N0.4021
END Y/LC[ 6 RESURFApNG REP SEE ETAIL i C W4ALr£A7AI FERC£
-��JCLASS IIRP RAP
7 ESTAN TONS PROIECTIOH
RELIVE EICIST Q EST 10 5Y
SEE DETA.i 4 /�?CHA,%ELNPROVE4ENTS
SHEET TT CLASS uFGP RAP
EST 80 I EST SEE 60 SYO
K9 -
CLC�� •L's�G�lY1 SKEET TT
7Y UOAC WALLIW1 BAKK FACE
GPI, 0001FiE4 PROPOSEO NC00T CD
7W5 V. VCG EE ST, 1570, N0, 8(00021
F-
020 020 V1
m
PROP NCDOT CB w
a ti STD 840D02
C-Lqy 72 ALP
a D4X
77717 777x7
70 RCP'
41 IDX
PI = 16+29DO PI = 13+96.02 Pf = 23+46,00
EL = 789.40' EL = 787.35' £L = 778.46'
VC = 20' VC = 40'
ss -Too a EL 79q4twnm P, 0.24' 902 L = 785 EL A2n9ODO
VC= 20 VC VC= 60
Q_
CL t:
PROPOSED GRADE
,I
Ebsr s' cw I
FOP 704.20 � i3
PIPE HYDRAULIC DATA
�70� `
r-f22T
STA23+25 -61 -
CONTRACT SHEET
CLASS II RP AAP
T
E 1; NPROTECTION
�
-61- r9+33.59 TOP 7��,' ;
RETAPI EXIST C1
'
09
CFS
EST 10 TONS
ST
_
I
\
AEA47AE T'(i' rOF �i1Y IAQ NAYAG AAL! S\ -
YDS R W T•
r -
J
EST 10 SY
SSEEEEDET 7i 4
'z
COLLAFl b E Ffifyf5 ACP TO PROP KFi '\VV:.
CFS
BASE FREOUENCY -
BZ 2-
YRS
18' RCP -11 18'RCP-11 BZ 1--
,.
X67
OVERTOPPING DISCHARGE =
f,)
p40POSEO COG LIH ISTO ' .4001. TIE NTO Ln T
OVERTOPPING FREQUENCY=
NA
CHAid�l 4t1PRO NT5NTS-
In
Z IB' R[R-L iTRACTOR FIELD YERSY PSS TO10 CATIOY
SPEGdLSs J3 OYER
FT
CT -A55 &R!P - F`
EST 45 SY ♦;f9-
perm;ssicn of the
SED
SEE OETA.0 RRRRRRRR -
EE $T1EET�TT
-
B
SEE DETM. 8 z T
'S1$ET 16 _ RETAT-4 EX -ST
PERIAiA.NENT IMPACTS ZONE I (STREAM)
OVERTOPPING ELEVATION
- _
---- --_ _
--------'
nr
72
HEAOWALL
r-
A'N 778.57
i117
-
7= -
Ea(sr ;;_7�2
DATE OF SURVEY
= 09/28/2015
PERMANENT IMPACTS LONE 2 (GREENWAY}
47 Iv 1p`
-
z
4.1
AT DATE OF SURVEY
-
�u �►�y�u1 �rl
LAVeM'IADUFW4— t-24'RCP-F.7
ais71R Gla
SARA J.
DUHA!,1
DB 3258, PG 888
} -C ; s
_ 15' RL ion - ... -tom .��_'- x� -tea --C
j1 --- PROPOSEO COG SPECIkL L ERA,_ •Y -DITCH -Rn7AN - - -
�I-iiCEISTO. RO. 492! 77— SSKE1. T T6 ?.-:- 15PCPII
OR FLIT
Pno0 6'X WCURB fJu _s,•'_C!EL7A=�$T- fGREEIiIIAYRALLESS
Y' _ c r :c.F�ais
a I 1 ? L- �_ - -___72 2T 3 P_ 91„
,} SITE I ;.
W , 5PEC11L LATERAL
�, r . I ❑] _ . - .. 2' BASE DITCH
- FPROP95E0 COG SSiEEE`M TTA5R 3
CI ISTD. 4021 REUOYE DOST FATSE SIIYP
2i RCP•r . END CONSTRUCTION SPECIAL LATERAL BASE DITCH
`+- -Y3- POC SID. 11+88.35 SEE DETA+L 3 SHEET TT
24' R��u D COG I� ISTD. N0.4021
END Y/LC[ 6 RESURFApNG REP SEE ETAIL i C W4ALr£A7AI FERC£
-��JCLASS IIRP RAP
7 ESTAN TONS PROIECTIOH
RELIVE EICIST Q EST 10 5Y
SEE DETA.i 4 /�?CHA,%ELNPROVE4ENTS
SHEET TT CLASS uFGP RAP
EST 80 I EST SEE 60 SYO
K9 -
CLC�� •L's�G�lY1 SKEET TT
7Y UOAC WALLIW1 BAKK FACE
GPI, 0001FiE4 PROPOSEO NC00T CD
7W5 V. VCG EE ST, 1570, N0, 8(00021
F-
020 020 V1
m
PROP NCDOT CB w
a ti STD 840D02
C-Lqy 72 ALP
a D4X
77717 777x7
70 RCP'
41 IDX
PI = 16+29DO PI = 13+96.02 Pf = 23+46,00
EL = 789.40' EL = 787.35' £L = 778.46'
VC = 20' VC = 40'
ss -Too a EL 79q4twnm P, 0.24' 902 L = 785 EL A2n9ODO
VC= 20 VC VC= 60
Q_
CL t:
PROPOSED GRADE
,I
Ebsr s' cw I
FOP 704.20 � i3
PIPE HYDRAULIC DATA
�70� `
r-f22T
STA23+25 -61 -
CONTRACT SHEET
FUTURE 15' RCP -N
-61- r9+33.59 TOP 7��,' ;
DESIGN DISCHARGE =
09
CFS
DESIGN FREOUENCY =
10
YRS
DESIGN HN ELEVATION =
777.64
FT
BASE DISCHARGE =
OD
CFS
BASE FREOUENCY -
25
YRS
BASE HW ELEVATION =
777164
FT
OVERTOPPING DISCHARGE =
NA
CFS
OVERTOPPING FREQUENCY=
NA
YRS
OVERTOPPING ELEVATION =
NA
FT
&1 mp Exsr 4.zs
'CROSS RR cDNouT,�',
�70� `
r-f22T
9 REAKIVE AVD RESET
❑ sE f>ET E ESE
CONTRACT SHEET
-SITE I
-61- r9+33.59 TOP 7��,' ;
`
+ 7p%
7-��277
BEGIN SPECIAL
ry /��
DESIGN DISCHARGE
0�
DITCH GRADE RT
DESIGN FREGUENCT'
BEGIN GRADE
SHEET 5
-61- STA 23150
EMST 4.75'
TIE TO PROP CURB R AP -
-
ELEV = 77578
BASE DISCHARGE
= 504 CFS
-GI- STA 20+06D9
BASE FREQUENCY
Not to be coped or 61strbuted
roP
Fr7sI Iz -- 3.5 eS53
ELEV - 786,95
BASE HrV ELEVATION
•1thcut the empress mitten
SPECIAL LATERAL 'Y'DITCK
OVERTOPPING DISCHARGE
perm;ssicn of the
55EE'DETAT I
CROSSUrC 72. R
- -_-_ ----
'S1$ET 16 _ RETAT-4 EX -ST
PERIAiA.NENT IMPACTS ZONE I (STREAM)
OVERTOPPING ELEVATION
-67- r9+68.9J O7,
---- --_ _
--------'
r-
A'N 778.57
i117
-
7= -
Ea(sr ;;_7�2
DATE OF SURVEY
= 09/28/2015
PERMANENT IMPACTS LONE 2 (GREENWAY}
47 Iv 1p`
-
BZ 2
4.1
AT DATE OF SURVEY
77547
---'____
- -
-
'•. (y3$i
END GRADE
c.'<• ;'fii�i�r/r
- -
--' -
--
eq+Qeg }-pt1 b9al
tnvracrmz-cAu.¢vFs¢
TIE TO PROP CURB RAYP
EXEMPT
_ '
''- - _ _
-PROPOSED
-GI- STA 18185.35
0
CLAY of Quid
- -
12 X 7 RCBC
ELEV = 789.04
BEGIN SPECIAL
? -CH
'r wV rtGl�W "� )
_ _ _
_ _ ,
W{_ LpNC S11L
EXIST r2' CAP
DR GRADE RT
_
lBURIE0 !'1---- _
TOP 78J.13
W -Gl- STA 21125
6WT of st r 73-2762
V MP
o ELEV = 782.33;
NPDES
.:>- Wim'• ,% �',/-��•
z
General Permit
DO 1107 USE FOR
ELEV = 773.07 DITCH PI QT)
ozn
O
CONSTRUCTION
CL RCBC -GI- STA 25+50
IIIA 772.6f
2 colic SILL
Applies
-az
END SPECIAL
-GI- STA 231f15 ire t.n vnr n
ELEV = 77711 -Gl- STA 24+10
ELEV = 77350
B2
LIMITS OF P$TURA. 1C'E
SMhi'N ARE F2C�7CULVERT-
IVSYALLATAkI', Q4 STREAV
REPAIR MO SHALL OVIY
BE USED FOR. AtMED'ATE
11= TO ASTAYL
CULVERT OR MAKE
STREIJI REPAIR
❑1 TIE TO EXIST CURB AND CUTTER
AT EXIST CANE JR'AT
TIE TO EXIST 9AEWkX
❑Q RET.4f.V EXIST S` WALK
❑4 CAOSSTI'ALX WITH STAEETPRLVT XD
5[] PAYEYENr PATCH (SEE DETAIL
SHEET T51
© ecoic CURB RAMP WD SIDEWALK
❑7
4' COW SA"ALK
8[] SPECIAL LATERAL YDTCH
I— A r/ T T71
CULVERT HYDRAULIC DATA
Fir D h 7r CFFaE Cr,
■ ertF=��Ess�I�t
F.�FA)ETLVIm V . SOI[ 77},1
K�m�ey>>> Horn 1t FA) ETIF,kLE V. SVIrth7
PI�a.Em.;Fnesa
9 REAKIVE AVD RESET
❑ sE f>ET E ESE
CONTRACT SHEET
-SITE I
EXIST GAGV?E CURB
JB W/YN G7V£R
2'CONC SILL IN HALF
BARRELI
E7 NII.
STLLIV�sED
DESIGN DISCHARGE
-OF-
gyp- 3
DESIGN FREGUENCT'
= 10 YRS
SHEET 5
OF 24
DESIGN HW ELEVATION
SENSITIVE INFORMATION
ELANE Or TRESTL[E£ AVD REOVIVc
TREAY CHAYNELBAC,KFRL
BASE DISCHARGE
= 504 CFS
SAYDOYED CHAVN£L
BASE FREQUENCY
Not to be coped or 61strbuted
-PROP 4, BLAGi URNAUEWTAL FEAICE (SEE DETAIL 4/L-5041
PFRI,lANFNT IMPACTS ZONE I (GREENVIAY]
BASE HrV ELEVATION
•1thcut the empress mitten
SPECIAL LATERAL 'Y'DITCK
OVERTOPPING DISCHARGE
perm;ssicn of the
55EE'DETAT I
OVERTOPPING FREQUENCY
City of Greensboro.
'S1$ET 16 _ RETAT-4 EX -ST
PERIAiA.NENT IMPACTS ZONE I (STREAM)
OVERTOPPING ELEVATION
n 777,0 FT
'\ SYSTEM
Wsr
DATE OF SURVEY
= 09/28/2015
PERMANENT IMPACTS LONE 2 (GREENWAY}
ss-rrD WS.ELEVATION
BZ 2
4.1
AT DATE OF SURVEY
= 7697 FT
....... ... -
TEMPORARY IMPACTS ZONE I
�.✓''
c.'<• ;'fii�i�r/r
Z
�
t>J
eq+Qeg }-pt1 b9al
tnvracrmz-cAu.¢vFs¢
EXEMPT
_ '
-
♦ ri / A/ /r t
DENOTES LIMITS OF
DISTURBED AREA
(+)O-r000X
CLAY of Quid
-. n .
-
SEE INTERSEC7'61 DETAIL
SHEET INT2 FOR
F _
ft
'r wV rtGl�W "� )
{.
CW letsr i 13-2D33
r Tr a1 73-
wo2606
L0elba111 13-YOe4
'-
_
v •-..
iz
6WT of st r 73-2762
I BEGIN 5PECIAL
NPDES
.:>- Wim'• ,% �',/-��•
z
General Permit
DO 1107 USE FOR
ELEV = 773.07 DITCH PI QT)
CONSTRUCTION
CL RCBC -GI- STA 25+50
Applies
-az
Fl rV = 7A'R FLT'
DISTURBED AREA =
z 2
Acres
RETAN DUST
SYSTEsI '-$x
7
PW I 42'r7RCDC
W/ e0w 5u Ly SaT7i - — -� -,
GIS DISCLAIMER
HALF OF CULVERT f0URIED Tl t. - -
oajecta m tai mop aw,:+ th a eutel
W1 HEADWALL AND
�.eKys .ra 7701 eur,rlea, tner •ae
- WLVYAI'ALIS
oo^np3ea Ey D^ao7mw.etrie wVwde,
I-
s,plpy} M UA Oep4raP"<+nW b[tr
-
61st" 1057 sense -II by the
'
Gly er CAeMl .
❑1 TIE TO EXIST CURB AND CUTTER
AT EXIST CANE JR'AT
TIE TO EXIST 9AEWkX
❑Q RET.4f.V EXIST S` WALK
❑4 CAOSSTI'ALX WITH STAEETPRLVT XD
5[] PAYEYENr PATCH (SEE DETAIL
SHEET T51
© ecoic CURB RAMP WD SIDEWALK
❑7
4' COW SA"ALK
8[] SPECIAL LATERAL YDTCH
I— A r/ T T71
CULVERT HYDRAULIC DATA
Fir D h 7r CFFaE Cr,
■ ertF=��Ess�I�t
F.�FA)ETLVIm V . SOI[ 77},1
K�m�ey>>> Horn 1t FA) ETIF,kLE V. SVIrth7
PI�a.Em.;Fnesa
9 REAKIVE AVD RESET
❑ sE f>ET E ESE
I e 1W x 7' H RCBC IBURIED YWITH
2'
EXIST GAGV?E CURB
JB W/YN G7V£R
2'CONC SILL IN HALF
BARRELI
E7 NII.
STLLIV�sED
DESIGN DISCHARGE
= 456 CFS
PERMIT DRAWING
DESIGN FREGUENCT'
= 10 YRS
SHEET 5
OF 24
DESIGN HW ELEVATION
= 7759 FT
BASE DISCHARGE
= 504 CFS
BASE FREQUENCY
= 25 YRS
PFRI,lANFNT IMPACTS ZONE I (GREENVIAY]
BASE HrV ELEVATION
= 776.4 FT
OVERTOPPING DISCHARGE
= 6213 CFS
OVERTOPPING FREQUENCY
= )100 YRS
KKK CKK
PERIAiA.NENT IMPACTS ZONE I (STREAM)
OVERTOPPING ELEVATION
n 777,0 FT
DATE OF SURVEY
= 09/28/2015
PERMANENT IMPACTS LONE 2 (GREENWAY}
ss-rrD WS.ELEVATION
AT DATE OF SURVEY
= 7697 FT
TEMPORARY IMPACTS ZONE I
EXISTING GROUND
®
TEMPORARY IMPACTS IONE 2
EXEMPT
_ '
-
LOD
DENOTES LIMITS OF
DISTURBED AREA
(+)O-r000X
SEE INTERSEC7'61 DETAIL
SHEET INT2 FOR
F _
.•I -.
AMTOIAL INFORYAT6q
-JO '81�`
_
SEE SHEET C15 FOR
CROSS PIPE PROFILES
I BEGIN 5PECIAL
PRELIMINARY DESIGN
DITCH GRADE LT
-GI- STA 24+25
DO 1107 USE FOR
ELEV = 773.07 DITCH PI QT)
CONSTRUCTION
CL RCBC -GI- STA 25+50
-GI- STA 24+19 ELEV = 77561
Fl rV = 7A'R FLT'
_
Thi doc- rtw>F, together nth the c epis a++d aesgnl
presented Fue:% az ort M$trumenl of strvicq ie 5+len -'f
R. eptcrlc p� pe,e e6 Gr- IW .- it •O3 pret rl
R d arw "`Pr per reSance m th's d«umvN r;ihaA . }len
eutheraeGon and cdepl.!- by 3Gnky-Korn -d Asaoote7, 4,c.
Copyright Kimley-Horn and Associates, Inc., 2018
Fir D h 7r CFFaE Cr,
■ ertF=��Ess�I�t
F.�FA)ETLVIm V . SOI[ 77},1
K�m�ey>>> Horn 1t FA) ETIF,kLE V. SVIrth7
PI�a.Em.;Fnesa
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT AUTH, GATE BENCH MARKS JOB No.P-05645-04AP-05544A-0
CITY OF GREENSBORO
ENGINEERING DIVISION
g0Ap5iAY pE51Gh:c0 BY Cw
SEKEfl DETAILED BY CHL(
DOYMTOWV GREENWAY PHASE 4 &
GREENWAY
E7 NII.
NA3ER CPECKFn BY J,,f14
C2 -C1 2
ISIDEWALK I 2015-003A&Y
$GALE: FW21: 1'•30'1ERT; t'•3'

BEGIN CON T
" �'r_
oto
CLASS IRP REP
-Y3 POC 510.10+88 pO
. BEGAY M$LxG 8 RE9JAF/CJAC
..
EL = 769.40'
b] -s
RETAIN EXIST Cl
T.R t - 4 L U PUP N --
ELIEW,UENT PROTECTION
EST k0 l(%S
EST ITA SY
-..
`
-!
lR I
RELAWE TOP rDF 7J ,WNW MALL \, ; 5 1. PICT -.
YfitY7J6FU,'E L \V ct' t4.txr
LOLL AA it E% i:b�FS RCP TO PROP IfFI "'VVV C] F t
SEE DETAIL 4
\— SHEET TY
Bz z
['1 y
fa��
SITE
I '17
ti.:_x, ,: _
I8' RCY-II BL 1— �'t 174 F = j
I
t
tiiJ
y'n{y> � v
.�
[)_ . f
pAOPOSE6 COC 1Ri ISTD 1001. TE Ii TO MST FP. 7.1 �
Z
CxJlf3&L OrPRO uEN
0.A55 IRO R �E
- KI&N EXItT G
-,I
IB TRACTOR FEED YERFY P,PE LOCATION
f ONS
- 1
SY-!Da W
SPECIAL 0 EO .e rAm COYER
EST 45 SY
72'RCP _�' _ - _
n ii I-.
SEE DETAIL . SEE SLEET TT_
_SEE_DETA4.,B
pRpppSEO .cOG"d !
Sf TO.N0. 4021
t
m W .= .:
i
- v: _ - -- - .t -...- -- _
•r .
r
PAOPOSED NCDOT CB
_ - 1ST0, NO. 8400021
- - 'TZ'RCP-D �`
I 2 ,
•y
r: �__ '3T0 - _ ,1,- �� •�+�•m,,'_�..�.
dk, ' i� � _J �F{�/.. � Sl s':`i �. Cx.
_ �=u»� - ..
�� - = w...,,..:..,.ws�-rnr � • '
'
II,.
` }
�ur j
nErYey YJX
svr_ /_ yp,
rs ✓✓lt� (fi
72' RCP -D
9
5 RZ -
��; Iy. ��.,. 'i , - i.F ii Tri � 'SC6 YT�X. • yf "';i
` - r .. 04L'AR yl ' t?? '�i``. />'/-• -� wJ i .�.,� %!
lJJ1TJ%iirlll.�ii!/ifiJ�
- . PLUG FILL
Jy JJf//l/Y//.ice
"f _ ''
PROPOSED GRADE
`�
EXEMPT
4
Exrsr 5• cIP
rap 781.20
--^
_---�----
S*I -Y2= ! 2 9
�
i5: R _ too , -Lou •_ 2S- - -- - -- `.Z ---'C-
PROPOSED COG \ SPECIAL L ERAL N'OLTCN rEiAry� - - - _- NPDES
04ST9. No. 4021 .SEE STA L-t,Qs.°W;:•. ; i�! - y J_ f.o.- .
SfEET TG = - IS'RCP-11
srAtrCVRe t ~- S. CEDAR` FOR FUTURE \ - ,I % •� Generol Permit
w I - � - _ ss CR££NrAY ACCESS - - x
+ �. ® w xr, _ v Applies
o - eon jj f �� . :T,U•i x
Tt^ 2 1� �' �_ SIL - — _ _ DISTURBED AREA
- I�• ; -I r I ! 9� ,_ r
SITE Ji..J -�3 .-•I - - l Z 2 AETA9i� E7tlsT ` T z xx.x Acres
SPECIAL LATERAL
74: .. - ` •. ,`
vow DirCN'. _ SYSTEM
SyEgEjrDETAE,2 7 LIMITS OF AV 741RBAYCE PROP It 12'r7.'RCW. z_
rnaIS�TD o.Io2� REMOVE E OST FdLTS SUMP SMWA Nrf F CtJ1YfAl: ' W/ 2 ow 54L LY SW I' -- GIS DISCLAIMER
L• zi RCP N ST N SPECIAL LATEA►L BASE DITCH lxSTALLA7KtY; STREAM H41F pf CULVERr (BUMED !1 ' v oEj aI, an Ihi may r +n k a ewlea
_ -Y,i- POC Sra.11188.35 SEE DETA'L i SPEET T7 REPIIR AVD SHALL QYLr _ W/ HLALYAtL AND FrNny. ,s• nyl .canna. u..X .«e
Ij EAD MILD. 6 RESURFACLVG PROP rBLACK OIWAMExrAL FEACE BE USED FOR. IMUED'ATE WiYWAUS i• camWw 5y rratogamm.erk melnooa,
L PB D: e0c ICL e5T0. i+0.102E 7,/ 5£E DErA+L IFL_r WOKS r0 RT OR MAL - ` a,alay. o, u1. G.oyad•e Nrormetw�
24' �..-.:`1 6 r�,,,a-:-_ = j` CLASS IRP RAP SREAV REPAIR £ srt- (05) ao .... by In•
EMBARKMENT PROTECTION Cxy y4 6.e -
r4-?t� EST 10 TOYS
REMOVE ExrST Cl 1 cp J �; EST IO SY
SEE DETAIL 4 /�7CRANEL .11PROVEVENTS Q TAE TO EXIST CURB AND GUTTER
SHEET TT CLASS IRP RAP AT EXJST COIL XOJVT
EST 80 TONS
EST W LAWSON A DUNlUL — -- • 24' RCP -H SEE DETAIL 9 ❑2 TAE TO EXIST SIDEYALK
T' ,L irk' YE. •LBAi I%.�Il SKEET T7 - p CROSSWALK WITHs7REETP&vr XD
SARA J. DUHJL',t dWfl�1GRA47YiCOW WALLY/ BRCK FACE $� PAv£MEAr PA7471 (SEE pETA1t
DB 3258, PG 588 I I
SHEET T5J
GP7J fA01f�4 PROPOSEO NCDOT CS J (]6 6 -COW WR8 RAMP AVD 51"NX
71J5W,6PCGFEST, 670. 110. 8400021i I` O4.OW$xXVALK
Q SPECIAL LATERAL V'LXTCR
ozo `n Deo P1= 18+29.07 P1 = 19+96D2 P1= 23446Jo0
020
U
2 QJ� N
oto
PROP 1lCDDT CO
CONTRACT SHEET
EL = 769.40'
EL = 767,35' EL = 778.46'
SIVE I
C T �3
-OF-
STD 840002
'82
f� NAD�3�
REMOVE EX6r TRESTLE AVD RECJLAZIE
STREAM CHANNELBACKFU
ABAYLOVED CHMNEL
PROP rBLACK ORNAMEMTAL FEACE 7SEE DETAIL 4/4-5041
VC = 40'
SENSITIVE INFORMATION
Not to be copied *e dislrbuted
oithwt the erpfess wfitt4
I
t
tiiJ
y'n{y> � v
I!I
r
-
i
SPECJEL LATERAL 'V' DITCH-' -
SEE -DETAIL I - _- t
ETIT6 RETAIL E)RST
SYSTEM 1
•
rBZ 2
- - —
��'� �-: 7 y
��A af'; }•Jf �-L} r X'
�
W
pennissiol of the
City of Oreenawo.
/per
Y 4*
7IFIVABY'DIll16GI
[m[xcrm2-ctsictxrr9r
CAG Ya[[r 17-N73
17-2606
CAG/&I11 13-$=
X
cmr St r 1]-2359
•'_ •,"to leY • / X X ,•ta;P ) -- E:{YCf-.
/ 'v— -' fi ♦ ` r
:r 1f{!,.
u}
,}
OV
SY-!Da W
EL = 79024'
EL = 785 -AY EL = 776,69'
PROPOSED COG \ SPECIAL L ERAL N'OLTCN rEiAry� - - - _- NPDES
04ST9. No. 4021 .SEE STA L-t,Qs.°W;:•. ; i�! - y J_ f.o.- .
SfEET TG = - IS'RCP-11
srAtrCVRe t ~- S. CEDAR` FOR FUTURE \ - ,I % •� Generol Permit
w I - � - _ ss CR££NrAY ACCESS - - x
+ �. ® w xr, _ v Applies
o - eon jj f �� . :T,U•i x
Tt^ 2 1� �' �_ SIL - — _ _ DISTURBED AREA
- I�• ; -I r I ! 9� ,_ r
SITE Ji..J -�3 .-•I - - l Z 2 AETA9i� E7tlsT ` T z xx.x Acres
SPECIAL LATERAL
74: .. - ` •. ,`
vow DirCN'. _ SYSTEM
SyEgEjrDETAE,2 7 LIMITS OF AV 741RBAYCE PROP It 12'r7.'RCW. z_
rnaIS�TD o.Io2� REMOVE E OST FdLTS SUMP SMWA Nrf F CtJ1YfAl: ' W/ 2 ow 54L LY SW I' -- GIS DISCLAIMER
L• zi RCP N ST N SPECIAL LATEA►L BASE DITCH lxSTALLA7KtY; STREAM H41F pf CULVERr (BUMED !1 ' v oEj aI, an Ihi may r +n k a ewlea
_ -Y,i- POC Sra.11188.35 SEE DETA'L i SPEET T7 REPIIR AVD SHALL QYLr _ W/ HLALYAtL AND FrNny. ,s• nyl .canna. u..X .«e
Ij EAD MILD. 6 RESURFACLVG PROP rBLACK OIWAMExrAL FEACE BE USED FOR. IMUED'ATE WiYWAUS i• camWw 5y rratogamm.erk melnooa,
L PB D: e0c ICL e5T0. i+0.102E 7,/ 5£E DErA+L IFL_r WOKS r0 RT OR MAL - ` a,alay. o, u1. G.oyad•e Nrormetw�
24' �..-.:`1 6 r�,,,a-:-_ = j` CLASS IRP RAP SREAV REPAIR £ srt- (05) ao .... by In•
EMBARKMENT PROTECTION Cxy y4 6.e -
r4-?t� EST 10 TOYS
REMOVE ExrST Cl 1 cp J �; EST IO SY
SEE DETAIL 4 /�7CRANEL .11PROVEVENTS Q TAE TO EXIST CURB AND GUTTER
SHEET TT CLASS IRP RAP AT EXJST COIL XOJVT
EST 80 TONS
EST W LAWSON A DUNlUL — -- • 24' RCP -H SEE DETAIL 9 ❑2 TAE TO EXIST SIDEYALK
T' ,L irk' YE. •LBAi I%.�Il SKEET T7 - p CROSSWALK WITHs7REETP&vr XD
SARA J. DUHJL',t dWfl�1GRA47YiCOW WALLY/ BRCK FACE $� PAv£MEAr PA7471 (SEE pETA1t
DB 3258, PG 588 I I
SHEET T5J
GP7J fA01f�4 PROPOSEO NCDOT CS J (]6 6 -COW WR8 RAMP AVD 51"NX
71J5W,6PCGFEST, 670. 110. 8400021i I` O4.OW$xXVALK
Q SPECIAL LATERAL V'LXTCR
ozo `n Deo P1= 18+29.07 P1 = 19+96D2 P1= 23446Jo0
020
U
2 QJ� N
oto
PROP 1lCDDT CO
4
EL = 769.40'
EL = 767,35' EL = 778.46'
C T �3
$ nl M1i
STD 840002
W -7 -van PVPF
733.53
VC = 20'
VC = 40'
SHEET 6 OF 24
m
40 $
(788.06-)
U
P1= 18+ 0880
+5
P1= 2Op OO P1= 24+90DO
PERMANENT IMPACTS ZONE 2 (GREENWAY)
a�
TEMPORARY IMPACTS ZONE 1
SY-!Da W
EL = 79024'
EL = 785 -AY EL = 776,69'
4 mC
+4�1 y1 u7
VC = 20'
VC = 70' VC = GO'
Cilazto
' P
1
PROPOSED GRADE
EXEMPT
4
Exrsr 5• cIP
rap 781.20
--^
_---�----
7ir
01,04 RC
OBX
777.47 T77J0
7p PCP
a JDX
423"0
8� EXiST ` � ^
RR I
BEGIN SPECIAL
O&W
-or- 9rj3.59 TDPC7 58 .sa :l J2.2iipy DiTCN GRADE RT ss -J ro
UN 785.50
BEGIN GRADE -GI- STA 23+5p
EX6r 4.75"
(SEE DETAIL VSHEEr T7)
❑9 REWVE AVD RESET
1 PROP -R8 R
`
'`
Ex6r GRAYfrE CURB
® PAAO M0 ACCOT JB W}MH COYER
W -7 -van PVPF
733.53
PERMIT DRAWING
SHEET 6 OF 24
r?.7Si
PERMANENT IMPACTS ZONE 1 (GREEMVAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
TEMPORARY IMPACTS LONE 2
TEMPORARY IMPACTS ZONE 1
EX6r 4.75"
1 PROP -R8 R
`
'`
ELEV - 77578
EXISTING GROUND
W -7 -van PVPF
733.53
-Gl-- STA 20+06M
r?.7Si
TEMPORARY IMPACTS LONE 2
_TOP
dT 12'N12
ELEV = 786.95
' P
EXEMPT
CRO721A:P
--^
_---�----
19466.93
-Gr- 19+6
946 8.93 oI73,
__ _ _
_-
'- -
!`1/zZg
-
� - - - -
LOD
DENOTES LIMITS OF
LW 77&57
^ ---_
___---
['
DISTURBED AREA SEE lNTERSECT1a1! DETAIL
p
---
_ Fxlsr r2" t.T-p------------
I
I
(#10-7000%
SHEET 1NT2 FOR
77567
- -_ _
--------------
• .. !,}
f
_ .. _ ..
ADDITGVAL IRFORMAT La,Y
77556
_ _ _ _ _
- --
_ - - -
-•-.3��
I
I
�
GRPROP
--- -
-
----------
--------
SEE SHFFT C15 FOR
SEE
TIED TO CURB RAMP
e SED-i2J9
CROSS PIPE PROFILES
-Gl- STA 18+855
_ ,
ELEV = 789,04
BEGIN SPECIAL
W1-2 CONC SILL
f
EJusr J2' rP
DITCH GRADE RT
r£D TJ-
TOP 78113
W
_GI_ STA 21+25
8• TCp
y
I!
p
ELEV = 782.33
moss
- 1- +
+ 4
I
18 GIN SPECIAL
PRELIMINARY DESIGN
lrry 77z.sr
I
DITCH GRADE LT
DO NOT USE FOR
o21t
2 coNc Stu
-GI- STA 24+25
CONSTRUCTION
END SPECIAL
END SPECIAL
ELEV =77107
DITCH Pl1LTJ
DITCH GRADER
-G1- STA 23f15
DITCH GRADE RT
CLQ
-GI- STA 25+50
ELEV = 777J!
-Gl- STA 24+10
-GI- 5TA 24+19
ECFV =77581
ELEV = 173.50
F! FV = 7r,R_5!Y
NATER
SIDEM
'-05644A-04 CITY OF GREENSBORO
BY Cw ENGINEERING DIVISION
BY CTRs DOWNTOWN GREENWAY PRASE 4 &
BY .JAR A&Y GREENWAY
AT: t'-3'
SHEET N0.
C2 �Ci 2

a
SITE 2
PROPOS£0 COG
OI T$TD. N0. 431
GRATE 134Y PR OSEO CO;
�r]t
^ ✓ IB• COFR AL uv D1 . No. 435
!$' ^Y-A'�Ll��� RAELBORS OR 4341
ENHAkEYEM - . -
/AR£A AV•I PROP ED COG VEGETATED RkYADAD TRACRs
3_1 - 01 D. NO. 435 SEE LMDSCXPE PLAYS
4RTi8fL 'Y' TCH -.15' COP M/ELB4115
PFr CO COG
7AIKGSG / 1
ET T6 T.. , 01 STa.Y40, 475
GRATE 4341
LOD W'� /toD 1.'aa f -Loo--. _Nl io � -Loa
PROP E X: ..
r - - Pf�P S4/ ULIT
PROpO5E0 C
2 - 4' TLET PAPE FOR SHOULDER ISTD. NO. 435
RATA TE TO L1C PROPOSED SED GRATE 4341 .
POSED COO LIN '
PROPOSED COG A OF
CC47TRAC7 STREET
CJ SSTD. KO. 4021
15' RCP -IT �p� $ —
�. 7SEE SME 8170 SENSITIVE INFORMATION
"U RY RES•11fd''ACE Not 10 ba coq:ed er d:slrbuted
"ODEl9141) MILLING & RESURFACING ritho t the a:PreS9 mitten
a -Y4- PC 510, 19126,50 punIisson or the
jlj�m °a J'� 1 r -Q City of Gremsfiofa
7 ' � � R(� 70 EXfS77
� Q I 1 r1T \r ST AV.$48,pJ a " �(,bW WSr
i¢ f rJI.i9 - - `P' 011V rY rs�k•
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! ENHA'XEYENT .AREA AV.1 � � EUSANKV TNT P O)ECT QI 4SECTION 1Y/`. 3. 5� / '-- } 3 TLA
PROP fi'x Il`CUR9 �
PHASE 1VEAT AREA NQ f (SEE LAYDSCAPE PL dA'Sl - ESTS35r TP -FAP . _ "-� �- ..
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EST
EST 40 ST CFD PROPOSED C 1
_ -
SE
MTA& 4 SNEET 77 PROP05EL+.COC r Et4s7D. NO. 21 xx.x Acres
- CONTR 708 -TU CI1ITLET RETA'Nfhi, LEVEL SPREADER CIf5T0 NOS 4021 1 1 _ ar s.m�,,•e.3 b -4 it
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{TOP EDGE]: TT0.3 y j pr
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EST 2 TOYS •57 STONE GiS DISCLAIMER
SHEET % OF 24 DRAINS TO PROPOSED DRANAfE SEE DETAC 5 SI•£ET TB - -
57RUC71JRES WHEN APPLICABLE) OPEN END PAOUTLET f jjj ?✓ - oo}cte °' w.a rrwa ro., to ° ent<a
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rr TOP ELEV- TTO.O
1 BOTTOM ELEV 76$.0-
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PERMANENT IMPACTS ZGNE 2 IGREENWAY] _ It e F ,r�,.; - -
t'c J 3 , ( TIE TO Ex5r CARR AYD GUTTER
TEMPORARY IMPACTS ZONE 7 �~ CEU/1f=Sr F ° 'rC: r]7 ME S YAL FPLANSSl IXLYJ: - _ '! _ AT £X757 QkYC ,ALYT
n �.F:'-thin ® TAE TO EXIST SIDEWALK
_ F 7' F 111 - - _- ._. _ TYPE TA 2 7 ❑O RETAIN EXIST SIDEWALK
® TEMPORARY IMPACTS ZONE 2 - - r�11. RETAN4 E7U5T TYPE' RA I , �` ® Ga3SSWALK WITH STREETFM%T XO
~ RE T"I ANTE 3,r- - �' f' ❑ SPAlifilfhT HEET TSI PATCH ISEE DETAIL
EXEMPT� 2 _
6 6-CONC CORR RAMP AYD SJ"AAJT
F. _ A'- 1• ❑
r• � ^ ' `4 1 ❑7 4' GYAvC $IDEIY![K
TYPE 2A i �i - ❑9 SPECJAL (A7EHAL Y•A7CH
—Loo--- DENOTES lU,51T5 OF t;Tt';- _ -- - t, x_i.. fSEE DETAY 71SHEEF T71
DISTURBED AREA - r TYPE 2.Y S' CFL7,q,ALST ® SE SDSCePE PLAYS)
PI= 26+11.00 P1= 27+OODO P1= 29100.00
EL = 77729' EL = 776D7' EL = 775.47' END CONSTRUCTION 2
VC = 60' VC = 40' VC - 30' -Y4- PAC Sto. 22+69.00
END AGWAG 6 RESVRFACY.W
0916 0315 031 END GRADE P1= 35+44.00
IL I 0 PAVP EL = 774,66'
r
030 `Gl- ST32+90,75 BEGIN GRADE
030 ELEV = 77528 TIE To PROP
OLAVP
't � I c ] CURB S fA
OL ❑ Qv CI n L} 4 x N1 030 EG� Si775.012750
a 0p Irr DITCH GRADE LT
030
SSS -f 12 � 4 � -GI- STA JO+50 o a'* � i3 PI 35+74DO
ELEV = 772.48¢ a ❑ EL = 773.40'
a
P1= 31+25,00VC 030
40
(-JI, 556% C:)Lo EL = 77393' =
a59 0_
VC - EXISTING GROUND CC Q_ ❑ PROPOSED GRADE
- - - -' ` - - _ _ _ _ _ _ �� - _ _ - r _ _ 4 J . SEE T IffFJEFOR DETAIL
Jr[, (+}12571% 248A5'. SHEET lNT3 FOR
- - - ' - _ _ - - - _ - _ _ •- - - - ,�•�,,
ADDITIONAL lNFOR.MATlON
L -X1,6844% _ "'r't7' SEE SNFET CO FOR
f+10.6557%` CRoss PIPE PROFILES
EX75F T2' _ ~
PROPOSED GRADE T `1 /1J4i -' TELE co Rau r ~
rrzas o (� ..
.................... _{+)121% TDP 770.24 RCP EXISTING /.90;.,
END SPECIAL'
DITCH GRADE LT U402 ° �DY ; ; ND SPECLA! 0 0sx GROUND
-Gi- STA 26+SO DITCH GRADE LT 6Y RCP ° % BEGIN SPECIAL PRELIFAINARY DESIGN
IS • - -GI- STA 32+90 VMI 0-
ELEV 775DO 76gbz ° �(diP ELEV = 77370 zo 75 DITCH GRADE LT DO NOT USE FOR
�Y I 769 CCWDLTT G2- STA J5+35 CDNSTRUCTION
TOP 770.5) ELEV
DITCH PIQr) �0 G! STA 33+23.00 ExJsr s.s - 77350
]�7z -G1- STA 31+25 - + Toa rr2.r4
ELEV = 77!70 66b2 ELEV = 775,44
26 28 36
raErA ONTgDFFK001, REVISIONS TYPE JCCNTRACT ONTRACTOR A5 -BUILT AUTH. DATE RENCH MARKS JOR NO.P-05545-04/P-05644A-04 CITY OF GREENSBORO
TK3 doc�rrtsnt, togeihsr r:lh the 4,n 4 is ata aesgns
preeentea he=cin, as an inslrtrmenl d "" is e�lendsd only ■■■` ROADWAY DESIGNED BY Clot ENGINEERING DIVISION
Tor the spet•'fii purpo end tl'.e to .RYh l .os preywed. KEm1ey>>> Horn FS ute+5e TART.]
Ret.se or oM' `�r"`�r•'tts 'tiR—M DDWPiTOVrT! GREEN WET NO.
WAY PHASE 4 &
srtpropu rerw,c. ort lh's doarrrunl r;u,wt rrdten �ti„qTM SEWER 0£TAILEa 8Y LIOT
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Copyright Kirnley-Horn and Associates, Inc., 2018 ©r%'9 SIf1EWALK 20 L5-003 SCALE: -Hr: r'-30'vERG P-7

PROPOSED COG
16• RCP -11 DI tSTIL N0. 435
�7ao.ao
RE7A7I CRATE 4341
EXIST CURB 1'RCP-u
PROPOSED COG 01 _ _ 4' PIPE PROPQSED COG
rS7D, N0. 435 SRCKADER�/ IXSSTp. N0. 435
GRATfj g4 it - -, DaAly yV/ CRATE 43I
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PROPOSE. CDG
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ISTD. ..01"
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-
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SHEET S OF 24 DRAINS TO PROPOSED
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PERMANENT IMPACTS ZONE 1 tGREENWAY)
1, ,
1PERMANENT UAPACTS,Zd�gNE 1 {STREAM) -
PERMANENT IMPACTS ZONE 2 SGREENWAYI
TEMPORARY UAPACTS ZONE 1
® TEMPORARY IMPACTS ZONE 2
® EXEMPT
LOD DENOTES LIMITS OF
DISTURBED AREA
P1= 264i0.00 P1= 27400.00 P1= 29-tOODO
EL = 77729' EL = 776.07' EL = 115.41'
VC = 60' VC = 40' VC = 30'
--•�-J 0,81/,
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}„ �s� r E 3 !S. ! Ni#1 _ y fOI iPROPOSED
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=A M'U, 7 EMBAA'44rEHT PROTECTION - ti 'c•Pt$• !'1- 3 / 7 �
PLANSI ” CL ASS I RIP -RAP - / - [ ~ r j7EM0YE & ` / CE' LB' KCI --o"
EST 75 TORS - -
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SEE DETAL 4 SHEET 77 - - I I -
i RETAINlhG LEVEL 5PREADER 1 O15T 02,` - 11 ACI S p, Np,l.-
EUS IN 32 LF - COHC PAVED DITCH ` - r 1` _ ..
71OVTSIDE ELEV STOP EDT = 7TO.3
'A
S (TIE BOTTOM ELEY a 664,0
7 ST
ORNNAGE SEE DETAIL Pi EST 2 TONS SHEET B f !� _ / E' r -' ♦ t \ 1 \ '�
PLICARLEI OPEN ENO PPE OUTLET _ F-..__. 1. _ - _1 Zr
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PLIlbGB POOL ED3ANKw-H1 PROlECT10H S .. T
EST�///7T TONS CL 'A' RP RAP EST 4 TONS
EST 2 TOMS -57 STONE EST 10 SY CFO -,
EST 12 SY FF _ _ BZ Z _ "� a•I, R- 1 =". -!s 1 ` r
TCP ELEY= 770.0 2 i - - •, �r / �-� _ \ 1.
SEE DETAL t6 SHEET OTB
- 50751 E'R T. _' •. - ! T _ ,
1"
r SGNAL L77CkKCArr01Y-
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1� _ AE3 r•i !� -a PE 2A 1 ! ! •r eJG
z k t
14 i RETA!'N EXIST _ - TYPE 2ASjj1E4
f,
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TYPE _ i u
(til ': TYPE 2A
END CONSFRUCrfON
-Y4- POC Sfa.22469,00
ENO Y&LAG & RESURFAD.4G
2
END GRADE P1= 35444!00
TIE TO PROP EL = 774.W
CURB RAMP VC = 20'
030 -GI-• SFA 32+90.75 BEGIN GRADE
030 ELEV = 77526 TIE TO PROP
v CURB RA41P
x 030 -G2- STA 35427,50
BEGIN SPECIA1
DITCH GRADE LT _ 039 ELEV =775.07
-GI- STA 30450 o a P1= 35474.00
ELEV = 772.48 K' v C2C5� EL = 773.40'
4 aT PI = 31425.00 030 a U 6 VC = 40'
a EL = 773.93' a ¢
VC 50 EXISTING GROUND _a 4 C ¢Q , PROPOSED GRADE -1
f+11257(%
(-)0,6644Y (4)0£557% _
E)05r 12'
FELL CONMT
rOF 770.24
la Rtr I
END SPECIAL a Dsr,
DITCH GRADE LT 9F FCP TSP
rS F -G1- STA 324549 °MS� za' ' "
v »z ELEV = 77370 e caNa
Toa 7/0.51
DITCH P!(LT) o -GI- STA 33423.00 =
745772 -GI- STA 31425 4
ELEV =77170 6662 EL V = 715.44
LEXISTING
GROUND
BEGIN SPECIAL
DITCH GRADE LT
-G2- SrA 35435
ELEV = 773.50
CONTRACT SHEET
-O-
ENSITIVE INFORMATION
Not to be copied or d:strAufed
.ithWt the eWeSs ■ ittC
pwrn,ss om of the
City of Greensboro.
r
i4
coo
Wo
Coe/
c00
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General Permit
Applies
DISTURBED AREA =
XX.% Acres
GIS DISCLAIMER
Obyecle a IRu Ince NODI lM1 0 ANNE
c erey...r. t ay.4�ed, tr y .r.
ea Ip by phalcgrmvn Vk —tha c
—N&. m th. G-V.Phk 4lior v—
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❑1 T!£ Ta Exmr WRB AYD CUTTER
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2] PROPOSED COAYRETE PAD
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SEE WERSECTiOY DETAIL
SHEET 1NT3 FOR
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SEE SHEET C16 FOR
CROSS PIPE PROFILES
PRELIMINARY DESIGN I
DO NOT USE FOR
CONSTRUCTION
Fr PAFEO N r� C:s.rE CF:
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT RUTH, ❑ATE BENCH MARKS
008 r10,P-05645-04/P-O5S44A-04
CITY QF GREENSBORO
TH. docam:.nt, tog V- +Fth Ne concent. and d.sgns
pre"Med hews' - on in,L--t d s7.-ke, 1s Intended Dory
■
ROAOKAY
DESIC003 8Y CEtt
ENGINEERING DIVISION
R the , -d purPa,. aM �.�t (o< r3- It .a, Ix. t -'I
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DOWNTOWN GREENWAY PHASE 4
a ua;.oean end odoptron M lu ey-Hwn o.d A::ad... I<2-
p n.E ,,;rn�°
NATER
CHECKED BY JXH
A&Y GREENWAY
DFCj 2
Copyright Kimley-HOrr] and Associates, Inc.. 2018
©r:'e
SIDEHA11 2015-003 1
ISCALE: H021! 1-•30'1EM: 1'•3'
�3

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LOD
OF
Arllrc, TI
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3
SENSITIVE INFORMATION
SPEGIL BEW DITCH
Not to be copied ce dTsL6bted
DETAIL 6
without the express .rill..•
_�HEE�
FBL4CK E
kn of the
permission
PROPOSED COO r
IA1.r
m4 ST. GRATE 0
t"
PROPOSED..r
IE'
"=-T"
C+
City of Greensboro,
ItrST
61 CoqR ALUV?, N 5'
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A
W.R
CLASS
GRADE TO ORAN,
CONTRACTOR TO REPAR AND STARWE Ty TECTION
SLOPE FAILURE AREA BEL09 BULD,% 5
2 LASS 'B' RIP
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ROOF DRAINS AND UTLQE FLEXJK9LE D
CORRUGATED 6* PIPE TO EXTEND ROOF EE DE I A'L 2 SHEET TT
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4 1 f et
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N IrQY6117 IN
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GRATE 4341
FLI T4E TO CUIV AVD 07"ER
AT EXIST MC tNhT
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7A'IS.L. VEUE NTS
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PROPOSED OPEN END IS- RCP
19) THE TO EXIST &DEWALK
RETAV fX157' 5r0EW&_K
GF;=E,'.Sz R I'MR"iP
EST 55 TONS
EST- 40 SY GFO
TIE INTO CULVERT
DIV OUT T59.25'
j
CROSSWALK WITH STRFETPRIVT X0
PAtEUEkT PATCH (SEE DETA?L
LANT5 OF DSTUR8ANCE --j
SEE DEI`JUI_ 10
54
SHEET T_
•:"tA SHEET T7 ShVNN FRE FOR CULVERT-
6-MMIC CURB RMP AND SIXIVAIX
NSTALLATKW OF? STREAW
f14PAA AVD SNAIL ChLy
0
rmvc SOL WAX
:L WWD IWUNUEOVArE
SEE SHEEIC-11
WLFWuAsLHEVArTCH
(SEETF)
CVLVERF OR JWE
r
FOR -G2A- PROFILE
p PAWo_-zE0 00,CyZErf PRD
STREAM REPAIR
1
(SEE LANDSCAPE PLAYS?
PI 43+52.00
PI J6f 89.00 PI= 40f3.5DO CULVERT HrDRAULIC DATA
EL 7624'
PERMIT DRAWING
EL 771.49' 040
EL = 765,05' 2 v T`W x 7'H RC6C (BURIED rWITH
VIC 100'
SHEET 9 OF 24
VC = /Ov
VC = 100' Z CONC SILL ffl SOUTH BARREL)
040
040
04
DESIGN DISCHARGE = 567 CFS
040 DESIGN FREOUENCY = 10 YRS
END SPECIAL
DITCH GRADE RF PERN"NENT
-G2- STA 44f00
IMPACTS ZONE I (GREENWAY)
-?4660g-
aL V_�-q 0400
C3 -PROPOSED GRADE
- DESIGN HW ELEVATION = ?64.8 Fr
ELEV = 760BI
rllvl�'N'711 PERMANENT
IMPACTS ZONE I (STREAM)
I_
BASE DISCHARGE = 656 CFS
DITCH PI (RT)
�h ;e
CD �c
-
BASE FREGUENCY n 25 YRS
BASE hW ELEVATION = 7653 FT
-G2-- STA 43f75
ELEV 760.45
PEPAANENT
IMPACTS ZONE 2 (GREENWAY)
to 03 j- C�
8
050
�j �
OVERTOPPING DISCHARGE = 51939 CFS
I-. Q. �
OVERTOPPING FREOUENCY = M YRS
TEMPORARY
IMPACTS ZONE I
-597]l8
1140.
7 CL
OVERTOPPING ELEVATION = 7652 FT
Q-
DATE OF SURVEY = 0912812015
TEMPORARY
IMPACTS ZONE 2
J/g6Y3%
ss-12oWS.ELEVATION
AT DATE OF SURVEY = 757J FT
Fly _-G-
EXUAPT
76 1�
(,v'9148y
-122
764.69
VS
—LOD— DENOTES LIMITS
OF
DISTURBED
AREA
ENID ME
ff
T CH GM I
-G2- STA 37-175 A6RCP I
---------
.. ....... _)O ;jy
sl
::I
SEE SHEETC17FOR
CROSS PIPE PROFILES
V--------------
ELEV 76875
8' KP
----------
------------
Exf5T &5' cxp PROPOSED
BEGIN SP CIAO
-
10P 764LZI r :1:2 0 ?'X 7' RCBC
- ------ W1 Z CONC SILL
DITCH GRADE HT
-EXISTING GROUND
---------- - '111-SOUTH BARREL 75b2 -GE- STA 41-foo
IS. DIP
PRELIMINARY DESIGN
------- :I". COURIED- F) - -
---------
ELEV = 763.02
TWO
----------
DO NOT USE FOR
--------- cxesr 15' &P ----
2- COAX SILL— -------------------------
cRossr F5, VVP -RCS----L`-
e�c ----- L__
CONSTRUCTION
CRO55AV
-G2- STA 39f85 -------
INV 75226
ELEV = 756,50'
---------
Tah d-1. ln�Lhv -th t" .-cept, -d
ArVISIONS TYPE
I CONTRACT [CONTnACTORI AS-BUILT JAUTH, DATEIBEN'CH MARKS
NO. P-T3645-D4/P-05644A-O
CITY OF GREENSBORO
ROAMIAY
DESIGNED BY Cw
p­-ted We� . - ;n,t—t 0 ­im �,4,4,4 &j
for .;:��N� p-p nil d'-I N� K�ch A ­.$�
R­ 0 pe, .45— aW, d�.t eith�
w
Kim Horn
ley H
ENGINEERING DIVISION
SE DETAILED BY CFL{
DO1,N TOWN GREENWAY PHASE 4 &
SHEET NO.
HATER
E�Ecma BY JKM
C4 wC12
-d .6.pt�. by M
Copyright Kirrley-Horn and Assoc;otes, Inc., 2018
A&Y GREENWAY
SIDEWALK
1 2015-003 1 1 1 1
SCALE: HOM r•30' ERT 1'-3'

COUTRACT SHEET
ii 4/.arcyUti
LOb
_ OF
SENSITIVE
�TkON
sir AD e� 3�.
E _1 qr_, TT'If YSE� SH
f�
is RCP ■ f 1
1
-�y$PECIAL BiIBI DlTtli - Vy- !t$j�rU _�• �.. t1f1!!�I 1 �� _
FAL 6 1 -
rt S C !'Iljj I III, 1, 1 PPRP 4BC/tCX lf4NAYEAT F.FI
-. •� 011.
/
ry :
\ f
oeoQN�FORMAor vj
.lithwt the espfess .Allen
P ermrssan of the
City Greensboro.
. iR•t:F1=.FL]d LANE
I
PROPOSED COG _ _ _ _ sc' 1 11 '1 N 1! 1 111H� ' f
DI [STD. N0, 475
II
'{'
/
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1
of
' fS14 VV A'FF..ET 57: LRATE 4741 Ir''If i! r 0 I&' RCA-■
'r CFi �:..y IS'CORR. ALW RW ry 111 r•51." nC: r1tY ,
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ay f o.>„ .
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1514. Ii0 4 041
TIE INTO Ex dT ea vCP
11 1PO4'26:8`W I �� - �- �� --
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Agpy yEO CNAVNEL
.. -
' - _ [r�
'- P
nfAjA'
® TIE r0 EXIST SIDEWALK
❑3 RET.VN EXIST SIDEWALK
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TIE 41T0 CULVERT It
r !�'
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u s _ EST 55 T01+$
iNY OLIT = 759.25'
5❑ PNEArEXT PITCH (SEE DETAIL
L
rr _--.-E5T_4O SY GFO UL?5 OF D57UA@.4SCE
! -
- _ _ - -
SHEET 751
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.:
_ .. - - -.: 1 I
'_..
- -
If] 6-CW CI RAtrP AND SIDEWALK
3 ,NSTALLIT QY STREAY
fTHE i f`fEPClR !.Y(7 $lUIL atiri'
,:'!
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r zL t el - Q FOR ruuEaATE
Rews rD INSTALL
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!
SEE SHEET
C-11
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ISEE DETAIL risHEEr TTl
l F • cvLVERr oR uAYE
FOR -GZA-
PROFILE
2] PAxvsE mycRE 1 PAo
// I.... STREAII REP/!RfSEE
r
= 43+52DO
P1= 36+89.00
PI = 40+35,00PI
CULVERT HYDRAULIC DATA
EL 762J5'
ET
Et = nl,4s
Dao
Dao
EL = 7b5.05' 2 & 7'W x 7'H RCBC (BURIED rWITHRV
SPERMIT
, 0 OF 24
VC = 100
040
VC = IGT 2'CQNC SILL IN SOUTH BARREL)
DESIGN DISCHARGE =587 CFS
END SPECIAL
yKKKKAK
DITCH GRADE RT �
PERMANENT VAPACT$ ZONE 1 ( GREENWAY )
Z Dav
040
040 DESIGN FREQUENCY = 10 YRS
-G2- STA 44+G7
(-)/�2q�
8 D4D
PROPOSED GRADE
DESIGN NW ELEVATION = 764.8 Fr
ELEV = 760.87 ;�Y
KK K+C+CX
PERr.ANENT IMPACTS ZONE 1 STREMMA
(STREAM)
-
_
2 ti
BASE DISCHARGE = 656 CFS
DITCH P!lRTO
02- STA 43+75
w m �
a v v S ~
11 BASE FREOUENCY = 25 YRS
BASE ilYl ELEVATION = 765.3 fir
o OVERTOPPING DISCHARGE = 519.49 CFS
ELEV = 760.45 ��\��\•
050
PERMANENT IMPACTS ZONE 2 (GREENVIAY)
ss-Ira o E a�
OVERTOPPING FRFCUENCY = >10 YRS
TEMPORARY IMPACTS ZONE I
- 5S-117 4 v-
o OVERTOPPING ELEVATION = 7652 Fr
4 q
- C]Lu
&Si3%
DATE OF SURVEY = 09/28/2015
ss- 120W.5 ELEVATION
P ®
n
TEMPORARY IMPACTS ZONE 2
- _
IS'RLp
o VOX
AT DATE OF SURVEY = 757.3 FT
EXEMPT
SII
764b9 -9k
- _ (-.17.9/48% 55-122
DENOTES LIMITS OF
1 , ;
__LOO_
DISTURBED AREA
END SPECIAL ; ; ; .� I
DITCH GRADE L 7621a °> ° aRrP I
STA 37+75 c asz2'
I -
I
- - - _
-
---•- (-10932 - - - - - - - -
-
CROSSP£ £ PROFILES
ELEV-G2-
ELEV = 76875__
Ir I �p
PROPOSED �A7FA59
-•_ • .__"•__•._•. __, -,
ExIST 6.5' CIP i i!�
rtw 764-21 f;2 B T X T RCS Tr��
CROSSIIG
- - 4D+48a BEGIN PECIAL
+! 168
W/ 2 CONC SILL
t VIV 754M DfrCH GRADE RT
EXISTING GROUND
ExIST 15- p/s --------- __:IN-SOUTH BARREL 75925 -G2- STA 41+00
(BURIED-Y3--------- ELEV = 76302
PRELIMINARY DESIGN
- ----- s
--
7W2O
DO NOT USE FOR
----"-L-
------
' FX5115'"6;`11----------
-avP - --
s Ptic 2 CONC SITZ - r5' D.-
cRDsSr ' VCP CL RCS.. -. L L - - - - - "
CONSTRUCTION
cA
ary urrxrTo»rr -. +
-
Rv 75Z25
--G2- STA 39+85 ------ -----
ELEV = 7-% -"
---------
Lxlsr IS
cFwz--D ,N T�urcE Tyr
PEVISION5 TYPE
CONTRACT ONTRACTOR AS-BUILT RUTH. DATE BENCH HAAKS
JOB 110. P-05645-04/P-05E44A-0
CITY OF GREENSBORO
prc3 dk d hw , esNer -te lFw a eyl. or,d deigns
pr..ant.d nHe'r� o: o<, M:tr„n-..nl`a �., :. �{a-•a.d oras
for the sPe;rc p�rposv on3 d'.nl fur .I-kh l .as prapored.
R.T.( and Ivprope, r.C„c N. dvvwn.nl .;tnwt .rrtten
r
�zl ra,trtf sr-s.rsrt-aao
Kim ey>>> Horn ..uE.,{,,.�,,.�.��,..zr.,'
ENGINEERING DIVISION
ImADHAY DESIENED By cher
RER DETAILED BY Chu
DOWNTOWN GREENWAY PHASE 4 &
SHEEP h'0.
NATER
CHEUTO BY Jlill
C� �C� z
avlhOravU' and odopRron bi K+nl.y-limon oM Ass000{.s, h+c.
rnn�; rsr, srr-z.±v -
A&Y GREENWAY
SIDEYIALK
2015-003
SCALE: tuzc t--3o'veRr. t'-3•
Copyright Kimley-Horn and AssocFates, Inc., 2018
0-

0
-
PERMIT DRAWINGD.L
uc+at-r n k I - _
cavrRACT slEer
SHEET 11 OF 24
I PR fEHT E� ) lE1
r5 -I r J �'.I.,. rE I E ��
LLC. E
OF
ns.i.w'•r.EY'nFP_nnr
I LL c_on. f r. I rrr;7x, I nkr.,,,: co s cn rr cxL
SENSITIVE INFORMATION
Duffs OF A'STURaMrE
tir ,rr,
�AXx�xK PERMANENT IMPACTS ZONE 1 (GREENWAY) ,� IN N TRU I N shmm ARE FDR cuLVERT I .. ..; I cn�<st,F ;. �, I r':Ct"•":r I EIL� 17E�Z 5 tt F-.,LSA: '-
"r'fr I='D:cq
f
Y5- POT SIa.!l+2922
(r': tk' 1 j2
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AU ON.4TE
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/
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ii
PERMANENT IMPACTS ZONE 7 (STREAM)
END MHIJAC & RESrIRFALYAYi
Pres' RAISED Cd1551YALK VrTH
V
V r 3 r 12 3
�j( 8E USED FOR '.L wig% 83
I I V ! t
cop e6 w
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DETECTABLE WARNIAO SURFACES
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E CUIYERT OR MARE i P" 4•&" OffAMEXTAd FEAC£
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\\\\\\\
PERMANENT IMPACTS ZONE 2 (GREENVIAY)
y
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A1diEL APROYEMENTS
A53_li+P:IAP 1 OE PROI LI1Dl1 TiT� LCL/ 1
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RNA; SY PPP554989uut f I j�
Cly or Greensboro.
TEMPORARY IMPACTS ZONE 1
3 i
ATI 12 _ _. _ - -_ _ _ - F _ _ _ SEE DETAL 12 - _ - - _ _i_ ,`r ± - �t V
1 I Ss ET-T7 r _ _.
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p o
'P
` 12iD0
PROPOSED COG IIA
� x
PR0P05E0 60G' . (
- '
g
(STD. NO 5001
PROP 2 V AT'6'RCBC :� - FU-
xx,x Acres
OEISTD. hO435
GRATE 4341
} IT RCP-H
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STREAM CHANNEL. KFOU 51"OfETAFM
ABANDONED CHANN NALL PIPEEiT
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a. Il V. - tta Geoq�aoh� eramattm
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E6 RCP 11­
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7 ff
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ujru r--1 •a
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Pf0P -•BLACK ORNAVEAT& FEACE f NOT AY BE DUE FOR KY
STREAU 6E0
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AT EXIST MAC .lk,YY
_
TD. NO. 402
3+
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END CONSTRUCTION
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6� °* re• RGP-M
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PROPOSED
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❑B SPECIAL LATERAL V LYTCH
fSfE ISHEEr 77)
4 rCGN_RETE
- - . - • - - --f"/
=
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(SEE LYNDSL'A°£ PlAyst
050
P1= 48+21DO CULVERT HYDRAULIC DATA
050 030 050
EL = 75590' 2 A OW x GH RCBC !BURIED YWrTH
mPI
VC = 100' 2' CONC SILL IN NORTH BARREL)
- 45+89r0O
EL = 75832
DESIGN DISCHARGE = 668 CFS PIPE HYDRAULIC DATA
_ w C3- _
DESIGN FREOUENC/ _ >fl YRS STA 52+00 -G2-
c �" n
VC 6f3
DESIGN HW ELEVATION = 7551 FT 24 RCP-N
P
IS
BASE DISCHARGE = 7555 CFS DESIGN DISCHARGE = 113 CFS
v
,r 0. q 4 p
1� a
059
oso BASE FREOUENCY = 25 YRS DESIGN FREOUEIILY !0 YRS
CL R 0
¢ a
A' = 592 FT
BASE LAY ELEVATION = 755A1FT DESIGN H ELEVATION 7
xBASE
OVERTOPPING DISCHARGE =687 CFS DISCHARGE = 123 CFS
OVERTOPPING FREOUENCr = )25 YRS BASE FREQUENCY = 25 YRS
l
o �
OVERTOPPING ELEVATION = 7552 FT BASE RIY ELEVATION = 7513
t�, wERroPPrxc D1scHARGE CF = NA s
DATE
I__ OF SURVEY = 09/28/2015 OVERTOPPING FREOUE1rCY= NA IRs
a. -4 W.S. ELEVATION OVERTOPPING ELEVATION = NA FT
a4X 4s Lr�
^
o AT DATE OF SURVEY = 748.8 FT PROPOSED GRADE
���5
55-178
F
SEE INTERSECTION DETAIL
■ 40y i5S 75625
ell-^
SHEET INT4 FOR
a Xt
Y _ ^ -
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ADDITIONAL INFORLMTA5Y
FOP 75L79
?y^SHEET
.
I _ - ^
SEE CY7 FOR
-----__-_---
EXISTING GROUND
72y
0-)075% - ` - - - - -
CROSS PIPE PROFILES
-----------------------
EX6I rT C�
-------------------
Y536J
I - - - _ _
--------,�---•'--•_33_33 r-10767 -
I -~
1;
12. �,-i--_
TOP 755-.3+
END GRADE *d°�
TIE TO PROP LHY_ 756.8'
RAISED CROSSWALK
----_
---------EXIST rs'11DPE
---_-_- -
-" - ----_
_
I
I BEGIN SPECIAL a' ISP -..
yzr RCP
j I DlTCN GRADE LT clrossYrO 1 CH PIOLTJ - _ V e 4nx
1 G2- STA 49+00 - 4 +d4 -G2- STA SO+Q� V2.42/
j _ ELEV = 75334 +rrv74s.5r ELEV = 75259 '"-..�
PRELIMINARY DESIGN
-G2- STA 44+4627
PROPOSED - l
750tH _ _ DITCH PI (LT)
---- ----- -G2 STA 5l+00 END SPECIAL '�
DO NOT USE FOR
£LEV = 75!.67 BEGIN GRADE
2 10 X S'RCBC
2 CON SILL __ ____________ DITCH GRADE LT
- ELEv = 75183
CONSTRUCTION
T!E TO PROP
RAISED CROSSWALK
W
W/ 2 CONE SILL
----------
CL RCBC------------- ' �_------_- exrsr rs'rrlwE - -
INNORTH BARREL
7
ELEY_=_7�
-G2- 5TA 48+07
-G2- STA 44+87.77
BURIED YJ
`4!
_----------
ELEV = 761.62
ELF/ = 748DO' -------__
Tri. d_"_'I, lh U,. .;.Pt. and d.:;yn.
F�Fn D N TIE CffKE CF:
REVISIONS
TYPE CONTRACT ONTRACTOR AS--BUILT RUTH. DATE BENCH MARKS JC9 W. P-05645-041P-05644A-0e
CITY OF GREENSBORO
ROADWAY DESIRIE0 BY CN:4
presented iierdn, -
for :pK,rK Pwpo..
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SEWER DETAILED BY CKW
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4 &
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WATER CrECr(EO BY ,"
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e�thori.ol-mn and odoIA;- by Km'e7-Korn wd Aa e.tes, Inc-
r+,n;eri;.rn-z•:u�`r
A&Y GREENWAY
SIDEWALK X0,5 DOB SCALE: -Ozr• 7'-30'tEa1: 1'-3'
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050 059 050
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VC = IOT 2'CONC SILL IN NORTH BARRED
y
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892 75 EL = 75
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DESIGN DISCHARGE = 666 CFS PIPE HYDRAULIC DATA
j, v
DESIGN FREQUENCY = 10 YRS STA 52fOO -02-
_
DESIGN HW ELEVATION = 755JFT 24-RCP-N
a z
BASE DISCHARGE = 7555 CFS DESIGN DISCHARGE = 113 CFS
a a y
DSD
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B o tj_
BASE HW ELEVATION = 755BI FT DESIGN HW ELEVATION = 7512 Fr
4 a
OVERTOPPING DISCHARGE = 687 CFS BASE LdSCHARGE = 123 CFS
7 BASE FREQUENCY = 25 YRS
OVERTOPPING FREOVENCI = >25 YRS
ssJ 12
r'�2 �2%
BASE HW ELEVATION . 7593 FT
OVERTOPPING ELEVATION = 7552 FT OVERTOPPING DISCHARGE = NA CFS
€�`� DATE OF SURVEY = 09/28/2015 OVERTOPPING FFREWNLY- NA YRS
Jew
ca
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o
rx
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o AT DATE OF SURVEY = 748B FT PROPOSED GRADE
P ,til `JS£x
55-127
SEE INTERSECTION DETAIL
75E2.5
o L5r,
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SHEET AL I FOR
AQDfTIO'!AL IlFORYATIOI!
£xrsr as•
I � _ - - - _ � � l-A77551%
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- _ _ ° IBX
- ----------------
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EXISTING GROUND
° zk
I (-J 075% : ` - - ; - - ^ - - - _ _ _
--
------------- 12
Ex�r 17 CfP _
TOP 756.34 [1°e ' - - - ----_
END GRADE C SW'
44+63.19 ,
TIE TO PROF WK 1M.BY,
RAISED CROSSWALK
-- ------------------------
-------- -cxXsr r6 xA�E
_ -
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---- - - - - - - _ _
-
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- t G2- STA 49+QQ - - 4 a,51 -G2- STA 50f0(J 292y ;
1 IHv 748.51 ELEV = 75239
- -- -- --_ ELEV = 753.34 ^ -�
~END
PRELIMINARY DE53GN
-G2- STA 44+4627
-" -- --____
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SPEC PAL ^
DO NOT USE FOR
ELEV = 761,67 8EGlN CRADE
PROPOSED
2 a 10'X 6'RCBC
2 COJIC SILL - - - - ---- -- -G2- STA 5HOO
-`- ------------------ DITCH GRADE Lr
-----------`---- ELEV = 75161
CONSTRUCTION
TIE TO PROP
RAISED CROSSWALK
W/ 2 CONC SILL
00
CL RCBC --- -_---__- AroPL -G2- STA'
-' ELEY_=_7d
F--- rs`----_
�2- STA 44+8777
IN NORTH BARREL
.41
.41
-G2- STA 48107 --
(BURIED r1
- - ------
FLEV = 748DLX
ELEV = 751.62
FBFD.4 TriVvr
Ea.:
REVISIONS
TYPE CONTRACT ONTRACTOR AS-BUILT AUTH. QATE BENCH HARKS JOB 1M.P-OSE45--04/P-M-
CITY OF GREENSBORO
Rat 4«V„Ie+,l, lagetheT rrih Um con opts Dna de�yna
peac+ted heron, as an :nalrument of xerrke, is intuded ony
Re - purpose o� tl l Tp d h .l .ae W= tpuR4.
Revx d and +proper e!'on a tHa a«umenl e7havl .4.
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K�mley>>> Horn . I.ap E sE� ��
ENGINEERING DIVISION
ROADWAY DEsir>HED BY GR?C
uE q DETAILED BY CW
pOWNTONAV GREENIYAY PHASE 4 &
si-EET NO.
welEa CyIECKED BY J9fR
C5 DF C1 `Z
avlharizotian one adopf:on trj IGn+ey-Horn 0rt4 AssocolRe, Inc.
r�-r+.r�,�Elr-�`c
A&Y GREEN WAY
sIDEMALK 2015-003 5CA1.E: hhzr f•-3o•vLrtT- r-3'
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FOR -Y6- PROFILE
® -E k W I/�L le DffCH
l-
/
® F4POSED CCaWRETEPPAD
y
rN P I Pl = 54+54DO
Pr = 57+81.00P/ PI = 59482.X1
PERMIT DRAWING
DITCH GRADE LT EL = 751!2
EL = 747.42 EL = 749!0
SHEET 13 OF 24
-G2- STA 52+25 VC = IOD'
VC = 60 VC = !20
ELEV = 7514W
PERMANENT
IMPACTS ZONE 1 (GREENWAY)
060
LXXX C C S PERMANENT
IMPACTS ZONE t (STREAM)
PROPOSED GRADE
060
55-129
2
0. 060
������♦ PERMANENT
IMPACTS ZONE 2 (GREENWAY]
-.-x17550-
X 3
TEMPORARY
IMPACTS ZONE 1
- _- - - --_-
_ _ r
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a C wW C w
„
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1'
c)
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IMPACTS ZONE 2
2T' ACP f Nl3.
4DX
a La
A ��� I,
-
EXEMPT
-
1+10B358x
DENOTES LIMITS
OF
- _,I•�
- 1 - M
'too. -- DISTURBED
AREA
-
--------------------------
- - - -
------
----------- ,i
---------- ------------------
------
- £Azar T's_ cm ExrsrrxG cRDurrD
---------------------------------I
_____________
______ '_------`,i...............
�' (+1.!62X_..-�.r•-.
~ o END SPECIAL
_ DIrC GRADE
- -' ----- LT
__'-`
SEE SHEET Cff FOR
CROSS PIPE PROFILES
-------- ---------- -__��_
_________ _ 742_,7_ �• '
rar -G2- STA Se+85
p
ELEV = 746,63
PRELIMINARY DESIGN
j_1
kXt5r 24•RCP T42 = __--�O -__-- :
"'
DITCH ICT)-----_
-Gz- SFA 56+50
--------- - ,�,���
p0 NOT USE FOR
CONSTRUCTION
ELEV = 746.74
-WHO
END SPECIAL -L -- ----------- BEGIN SPECIAL
DITCH PI !LTJ
DITCH GRADE LT DITCH GRADE LT-
-G2- STA 55400
-G2- STA 57460 -G2- STA 58+00
ELEV = 749JO
ELEV = 74420 ELEV = 74525
Tt4, d- -L toyeLh., In me —.Pt. oM d..yq_
�^moo n-rr� aura cf,
REVISIONS TYPE CONTRACT ONTRACTOR A5 -BUILT AUTH. DATE BENCH MARKS JOB NO. P -05645-040-056,14k-041
CITY OF GREENSBORO
ROADWAY
DESIWED BY Cw
pr..enled ",*e% ...n insU.mertt of ee k., intended ora,
fw lh.�; Purpose and.a,l fqr .h.slr i, .o, P.ePo<.d.
Rn of end ' Lmce m LK. d, nl 2n .rlLen
hn
■
,s rnr erre,vFsr. aarewo
Kim ey>>> Horn ,v�r��,._��.,�
°F " IwzN
ENGINEERING DIVISION
SEKER DETAILED BY CNK
SHEET Nfl.
HATER
CHECKED BY JLnf
G6 0FC12
. €h.iewon odd by r_n,y-Horn cnd Msoette., 1".
Copyright Kimley-Horn and Associates, Inc., 2018
off
377
DOWNTOYM GREENWAY PHASE
A&Y GREENWAY
4 &
STDENALK 2015-003
scALE:.,oil. 1--3p-YPRT: t'•3'

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STIE 111EE1 11
AV
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SENSITIVE INFORMATION
Noti to be v ctstR�vte4
E
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the
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SEE DETAIL 3L
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V(STO. NO. 435
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NPDES
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General Permit
BZ
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TAOI EMT
Applies
TAN EXIST_
Rz
DISTURBED AREA
PROP POST AVO
xx.x Acres
FENCE5
IV Le 57
PR!7P GIVLAW
GJS DISCLAIMER
b,Pwoy_.t,
PEDESIMAY OMLGE 2.•
REPLACE
(M) -A-. used by V,.
AAC'IATD.)�!
BZ I RETAN EXIST,
e�t ILFORD•
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425 PF E �G,)T T ST,
) F
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tr
A"
TE 5 -Yt- POC StO.184-72,00 ?e7
AT EMT CONIC _0IOT
ne to Exist R"AL9
RET&N EXIST SVEWALA
owsswAix ivffH srREETPRvr XD
ENO 12'CDW Sh"ALK
TIE TO E1151' DOWNTOWN
- - - ------
I
PNEVEVt PATCH ISLE PLTIYL
SHEET T51
19] 6CW CVRB RAMP AND SIDEWALK
4COVC
.3
SEE SHEET C12
07 SVEWALK
SPECIAL LATERAL VDffCH
ISEE DETAIL IISHEEr TT)
FOR -Y6- PROFILE
PROPOSED CGWV7E PAD
fSEE LANDSCAPE PLAYS)
REGIN SPAI PI = 54+54.00
P1= 57+8140O P1= 59482.00
PERMIT DRAWING
DITCH GRADE LT EL = 751J0
EL = 747.42' EL = 749JO`
SHEET 14 OF 24
-G2- STA 52*25 vc = 00'
VC = 60' VC = 129
ELEV 75100"
PEPJAANENT
IMPACTS ZONE I [GREENYI'AY)
060
�xKxKKK PERMANENT
IMPACTS ZONE I (STREAM)
PROPOSED GRAVE
060
O'D
pia U
PERMANENT
IMPACTS ZONE 2 [GREENWAY)
- - -
q,
TEMPORARY
IMPACTS ZONE I
- - - - - - - - - -
U4
�Q
TEMPORARY
IMPACTS ZONE 2
----------------------------------
uj
21ACP -
A 4ZV ------------------
§ � / 11 -EXEMPT
_1.00— DENOTES LIMITS
OF
DISTURBED
AREA
------------------- ----------f+)462%._CROSS
----------------------- ----------------- TING GROUND
---------------- ry'Sr 15' DIP
------ ---------
----------------- ----------------- -----------------
------------------
N420
-----------------
SEE SHEET Cff FOR
PIPE PROFILES
----
DITCH GRADE LT
------------- ------
-------- -G2- STA 58+85
P0.
PRELIMINARY DESIGN
D&Cw YI?LTi --- ----------------
E*'Sr 24 - 1?C, r42)9 ELEV = 746,63
__::: ': ----
DO NOT USE FOR
G2- STA 56f50
- - 'S
CONSTRUCTION
ELEV = 74674
END SPECIAL ---------- 8 GIN SPECIAL
DITCH P1 rLT)
DITCH GRADE L DITCH GRADE LT
-G2- SrA 55100
--G2- STA 57-f60 --U2- STA 58400
ELEV = 749JO
ELEV = 74420 ELEV = 74325
TKz docs aM. tog,) ith the c—pts w� diiiq­
DA 7,E DIM M
REVISIONS TYPE I CONTRACT ICONTRACTORI AS -BUILT JRUTH. DATE BENCH MARKS i(a NO. P -05645-040-05544A-
CITY OF GREENSBORO
ROADWAY
JUESIRECI BY CKK
f. "1 9,c%; qvp- .14 e -t fp, te�h I .as Preywed.
re'o-e w Wa d-1
of �dton
­FAWA�LlftT R-
K imley*Horn
ENGINEERING DIVISION
SEWER JOETAiLro
DOWNTOVN. GREENVIAY PHASE 4
SHEET NO.
WATER
lfIfCXE(1 BY JWN
C6 -C12
.7
Copyright , by -d M
aght Wrnley-Horn and Assodoles, Inc., 2018
A&Y GRFENWAY
SIDEWALK POIB-003
SCALE: Holl: 1-3'

CONTRACT SKEET
r.
OF
rr
-102-- POC SIo.62+r597
SENSITIVE INFORMATION
RE I
Not to be coped ce 6:str3uted
E)GSTv
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!
,
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7 EX157 AIH
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xx.x Acres
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F~
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DENOTES LIMITS OF
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f_
a •� .
ADOTM& INFORNAT6Y
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` 7 -,- - - �� ,.: Hcy a [t:rF•�xnaa'1fsEf
SEE SHEET CA FOR
11ETA4 I/SHf£r T71
F21PROP05ED COJN.'RETE PAA
:.... f
CROSS PIPE PROFILES
TS££ IAVOSCAPf PLAYS)
PI = 61+30.00
EL = 747.49
VC = 80` ss-r3s
PI = 66-tIO.72 PJ = 66+5090
EL = 746BP EL = 745D,-
070
VC = 20r VC = 4O'
PROPOSED GRADE Oro '070
BEGIN GRADE
k
TIE TO GREENWAY
is
(BY OTHERS)
P1= 69+34DO
z ' '
-G3- STA 66+00.72
EL = 74416'
ELEV = 746168'
VC = 40'
l-XA86J/ �j a ~ (+)OB283%
4 C U
PROPOSED GR DE
�.ti
(+)I % 5S-137
r55-139
.. a
� r; `
r'XJ.3O28%
l+>0 3r3r%
EXISTING GROUND n Ra ; END GRADE
-
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T43�z !BY OTHERS)
s,
` -
- - - - - - - — -
--
--_�
-G2- STA 61+7810!
-
- ELEV = 74789
; '
!+)
740M -
[EXISTING
BEGIN SPECIAL I
-
DITCH GRADE LT
---' �
`----- --- -
-
GROUND -G3- STA 69+75
- ELEV = 7---
___________________
PRELIMINARY DESIGN
CR65�hU
2f' S'T:P
to
Exisr 24 -RCP
'
£x15T24'RCP
DO NOT USE FOR
61+4 74
--_'--"----___---
;;
-------------------------
CONSTRUCTION
- -
INV 737.50
-
Tr:s document, togelr+er •,th SM eoncepls w.d deigns
P�aP o.w,.F aIle cf,
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P -05645 -040 -05644A -0c
CITY OF GREENSBORO
ROADNAY
DESIGttED
BY CN.'4
plrsmled herpn, os w+ �sWrnn+l d sp•lca, is NleMedY
R � f _d V.pv d L V d it +a. Ix.A .d.
Reuse of orad o r rer�a,ce on Lhs docvmv4 ntMuL +rtten
■
`'°"'°+rr•%les! :Anes+I
Kim ey>>> Horn f kE _E F{.T.^E
P.L'E,:+,n�Rirl eR.CRri 1r;.1,
ENGINEERING DIVISION
SE%ER DETAILED BY CK{
D01YNT04',rN GREENWAY PHASE 4 &
SLEET N0.
MATER
BY JiLN
C% -C� 2
autharizaUon oM adoption h! »'sy-Rol„ and Assodates. inc.
Copyright Kimley-Horn Assw;otes, Inc., 2018
Frt.z.;,�3;rni;te
A&Y GREENWAY
S[DEMALK 2015-003
SCALE*CHECK
SCALE: rC1Z l: f'-7a'rEar; t'-3'
and
Ora

CONTRACT SHEET
OF
EM CQYERULTIO
-G2-
PX S1O.62i1597
SENSITIVE INFORMATION
RETAIN
Not to be cooked or 65UFWted
4) EXST
I IIE P OSE OG COG CI
.E �W.�
Vthwt the eWeslt -AlerI
pumi sion of th
ST REFAW -q1E0LI;E11
T .
'.4'RETAJNIIF RAL "To
IS.
City o fke�sbwo,
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li�
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P 0 TVC T
SHEET 16
OF 24
City Glf
tw 27 mI!7 -7,7 55 TONS CLA 'it' 0 P RAP
TS T S A
Ar FAC£ OF 60 SY GFD
I,
S&EE DETA
law fwu?wu� Impwry"W5 far OTHERS) SKE-TT
PROPOSED COG (SEE 9fEET 7A FOR REFEREACEJ;:
I TO A",
"0. 402) FET 0
(It
PERMANENT IMPACTS ZONE 1 (GREENWAY1
- -t 73-N3j
COOT T1 73_�
I 73-20ag
U, I
COG W. 3-5&M
3-
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PERMANENT IMPACTS ZONE I (STREAM)
20GIC,
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T
f
NPDES
RETAIN -55 F-
SY57EU FL PERMANENT IMPACTS ZONE 2 (GREENViAY
BZ 2 _
_JM:;ULLPi
BZ 2
'7-
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General Permit
-L
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Applies
cco VA
"'"'Fwxv;
TEMPORARY IMPACTS ZONE 2
DISTURBED AREA
F� LJ J
10. 1 �w 01_'_M
01, 5
II
.......... ...
EXEMPT
Z_
DENOTES LIMITS OF
xx,x Acres
-PROP POST MD CARIE FENCIF
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DISTURBED AREA
Q it
G!S DISCLAIMER
Q-tyl. �q AMY
NPAOP 6AEEJWWff (fir OTHERS)
­�phd by PtW—W.
.7w. m lhs GW.P`k klw-v-
fSEE1 SHEET TA FOR REFEARENCEi
55
Ell B
sy't- (Rs) Q- -0 by th.
8L 2
I IE I t BZ 2
BZ 2 BZ 2X67'
TIE TO E CURB AND WTTER
BEGIN CONSTRUCTION.At
-GJ- POT to.66+007E V_ I
EXIST COW VNt
TIE To EX?$r 51"ALK
rl`E To cREEAY& Be orRERs
1211 RETAN EXt57 5ftYA1K
=>
m2swAix wrrn srFtEETPmxr jrD
IE
P'VENE)VT PATCH (SEE DEFVt
SHEET T5J
C�Rc
SEE INTERSECTKW DETAIL
p 6CMC 0VR8 RAI(P AND SOEIVAK
V3A)
SHEET IAfT5 FOR
[?I rWkC 540EWALK
AMTAONAk INFORMATIM
5PECL4 LATERAL VDirCO
C,Ay 10-,H I C,F 0
CKK SCUTI-F FU CC FF;1A71WI
SEE SHEET CR FOR
(SEE AETAIL flWEf ")
PRWOSEO CW,9LITE PAO
CROSS PIPE PWHES
)SEE LANDSCAPE PLANS)
PI = 61+30,00
EL = 747.47
VC = 80' SS -1J8
Fl= 66-H072 P1. 66450.00
EL = 74677' EL = 745DO
070
VC 20' VC = 40'
PROPOSED GR t; 070 1) 0
BEGIN GRADE
TIE TO GREEWAY
(BY OTHERS)
PI = 69f34.00
-G3- STA 66f00.72
EL = 74416'
ELEV = 746.68'
VC = 49
moBR83y
PROPOSED GRADE
A
00'
�55-fJ9
(+)0-31311
EXISFING GROUND END GRADE
TIE TO CURB RAMP
zis
(BY OTHERS)
SFA 61+78V
- - - - - - - - - - - - - - -
-
ELEV = T47.89
BEGIN SPECIAL
DITCH GRADE LT
- ---------- ----------------------------------------------------------------------
EXISTING GROUND
-G3- STA 69+75
"'I
-
----------- ELEV w 741.42
-------------------
PR Ll . INARY DESIGN
G
2 1-
Evsr 24 Rep
EXIST Z4* RCP
DO NOT USE FOR
�4--------
--------------------------------------------------------------
1 11
CONSTRUCTION
7J9.91
1.41
-----------
hvv W.60
TW. document, iq.thr 7ah LI. ,d dllli�q­
P�X'C% N TFC VICE Or,
REVISIONS TYPE
I CONTRACT ICONTRACTORI AS -BUILT JRUTH. DATE BENCH MARKS
I" NO. P-05645-041P-M,544A-041
CITY OF GREENSBORO
F
ROADWAY
1NM
By Cw
A OS - -L--t of ­k�. ;s ;M.M.J
jp,.wted We.
fol, " 'PWWIG P�IPG,34 Gad 4ent f� .I r, 71 %97 prep -d.
R- d -d klW�P- '.6— - uh &—.t _'u ­A
Kimleylfflorn
ENGINEERING DIVISION
OETW FLED a Y CXK
DOWNTOVN, GREEN PHASE 4 &
SHEET NO.
ICHE:CMU
BY ,term
C7 o�C`12
oelhe :et on end h7 *nley-H­ �d Asoeate,. ke.
Copyright Kimley-Horrl and Associates, Inc., 2018
A&Y GREENWAY
EN
ISIDERALK
2015-003 1 1 1 1
ISCALE, l ­*Z[,
i--30'VEA7 ,'-3'

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_ 5�EwNX !8r DTxrR57
PROPOSED COG /
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PROPOSED COG
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rT KP.13
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City of Greensboro,
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1 I _`_- '._ - ----'
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❑9 SPECAL LATERAL YLYTGi
TO DRdn{ TO CI S_
fSFE DETAX !/$REIT 771
az
PJ = 70+3300 PROP PEDESTRIAN BOARDWALK
PJ = 72+80.00 PJ = 73+52.00
oal9
END SPECIAL 76+38,00
EL 774SG1
EL = 744.47' AND BRIDGE.RETAJN EXISTING
EL = 744.54' EL = 746,37' 0sD
Gao
£Pi L = 745B=
DITCH GRADE RT EL = 74 VC = 50
YC = 40' RAILROAD INTERIOR BENTS.
VC = 40' VC = 20'
REM01E/REPLACE G3- STA 77+25
086
(SEE STRUCTURES PLANS)
END PEDESTRIAN
XJST COG Cl (74477' LEV = 741 cels
BRIDGE a
❑ v
PROP COO C/ 080 0817 0816 P1= 77#28.00
-G3- STA 72+ 33.65 a
74475'7
STD 402 !- EL = 7447P
ELEV = 74464
o� U
vq
PROP CDG CI x VC = 60'
PROPOSED GRADE z z
d
ST 666
AL
t�I a
0-�� �M a
-SS -140Q-
C (+70,9643%
(+04583 (-113B7B% F,148 4-_
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I
- _ - _ - / ♦
BEGIN GRADE
BEGIN PEDESTRIANI �♦ •A TIE TO PROP CURB
I G3- STA 75+78.04
/' EXIST 4.5• CNP
rDP 79227 \
,g �A^P gf�
U� -i+11J9�
CH PI (LT) I
-q- STA 7I+5g \
- £ = 73851 '
BRIDGE EXISTING GROUND
-G3- STA 71+81D2 I END GRAD£ ELEV
ELEV = 744.70' 1 TIE TO PROP CURB RAUP. ; FIND
END PEDESTRIAN -G3- STA 74+13.61 TIE
BEGIN PEDESTRIAN 184ARDVAIK
= 74526' 7G�
GRADE
TO PROP CURB RAVP
o,°i 741y - a
Yi rt+u`' 082 Exysr 2s c!v
73 (+J 100% aa2 rpP 740,93
0 EXIST 4.5"CrP 08 r
-
ELEV = 745,57' ur
BOARDWALK 7 wE7zsr yD• -G3- STA 75+00.00
G3- STA 72+59,44 -- ttp
G3- STA 48 / ELEV 744.62 �9
E� --------------
TOP 742.27
739]4n ,
�9p ', 'r
7337 °
r
SEE rNTERSECT,mN DETAIL
ti,� A`sssti
.721 ----------�--
ELEV = 74472' ) RETAIN
TOP�3fl3J �
Iffr6 FOR
_ __--
------------------------------
-
/ !S RCP
yy�SHEET
PN IRT) °x
exrsrz4•HCP J e'y -------------------------------------i3T2a
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-G3- STA 76+507P
_ 737 m 4r
ELEV - 74486
SEE SHEET CT/ FOR
- - i i I I
♦ r
- -
o
7J585 a �� 73554
PIPE' HYDRAULIC DATA
CROSS PIPE PROFILES
5 4'
11 "' -�-745 42.51
QrnCP
STA77437 -G3- BEGIN SPECIAL
EpST
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a Lae
N5•RCP- DITCH GRADE LT
DESIGN DYSCHARGE = 4.5 CFS
4 I BEGIN GRAVE
BEGIN SPECIAL
DESIGN FREQUENCY = JG YRS -G3- STA 77+54
54" RCGP
1 ( T3Jn TIE TO PROP CURB RAVP
DITCH GRADE RT
DESIGN HW ELEVATION = 743.4 FT ELEV = 74211
PRELIMINARY DESIGN
S
1 T -G3- STA 74+72.00
-G3- STA 7fi+(�
BASE DISCHARGE = 43 CFS
-C3- Lf5
ELEV = 745.65'
£LEV = 743.08
BASE FREQUENCY = 25 YRS
D USE OR
ar✓ 734.157
END SPECIAL
W _ I
-
BASE My ELEVATION 7435 FT
CONST CT ON
TRUCTION
DITCH GRADE LT
OVERTOPPING DISCHARGE = NA CFS
-63- STA 71160
OVERTOPPING FREQUENCY= NA YRS
ELEV = 73726
OVERTOPPING ELEVATION = NA FT
TKs documenk, logelher 7th ilea eonc:pls end de.; , s
FrtP Rtio N T. CFFrE 0F.
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT RUTH_ ❑ATE BENCH NARKS JC8 NO.P-05645-04TP-09044.0-0
CITY OF GREENSBORO
ROALIRAY
DESIGNED BY CKK
r -led nereot as . i,st+vn I of s;ce, is Blended any
for the spp4f'S pu7fgie and d:en! for .loch h as prepored.
Revsa or and erypropv reEorece Ih's dxurnenl r;lhout •rdlen
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ENGINEERING DIVISION
SEKER DETAILED BY Cx<
DOWNTOWN GREENWAY PHASE 4 &
5HEET NO.
HATER
CHECKED 6Y .JM14
C8 -C1 2
a,hho4zallon and odcpt'an by Kynky-Han and Asso6ates, Inc.
Copyright Kimley-Horn and Associates. Inc., 2018
T+in�r.Is.erra-sa
(D -a
A&Y GREENWAY
SIDEh'ALR 2af5-603
SCALE: wPq: 1'•30'ti`r11T: 1'•3'

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CQYTRACT SHEET
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of
SHEET 18 OF 24
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END V11UAU a RE5VRFA0AG
—
fXXXX+4X PER1.5{S1+IENT IMPACTS ZONE 1 {G REEM'TA
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U ''
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F '�1 5TIW&K (BY OTHERS)
�
SENSITIVE INFORMATION
Not l0 6e copied or d+'slripuleC
J PERMANENT IMPACTS ZONE 1 {STREAM)
PROPOSED COG
CI-tPR 574�H0, 4021 -5 1'
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(SEE &7M 1/SHEET T71
PI= 70433DO PROP PEDESTRIAN BOARDWALK
PI= 72-IBOW Pr= 73452DO
0819 END SPECIAL PI EL =774586 EL =774661
EL 74 EL
EL = 744,47' AND BRIDGE.RETAIN EXISTING
EL = 74466' EL = 746.37' Deo
oso DITCH GRADE = = 50
VC = 4O• RAILROAD INTERIOR BENTS.
VC = 40' VC = 2(J
REMOVE/REPLACE oso 3- STA 77425
1EXIST
(SEE STRUCTURES PLANTS)
END PEDESTRIAN �
CQG Cli141 1' Lt = 741 01
¢ 'T
BRIDGE 4
Dal/
q `� PROP C/ oso 0&16 P1= 77+28M
-G3- STA 72+3365 z
74464'
a STD 462 474475'7 _
t
Ea
ELEV = _
PROPOSED GRADE
a PROP COG Cl oeo 3r VC =
tw�1 o TO 402 84488 oLu
Np
1 X55-)4DPc
m f+70.9643%
148 -`
q a _
�Y nl $�
4 Q 40 t1
m
(+)2,A5837 r-1r3B78i �Lss r _
f 7A000Y r �3q . a e18 f+70V21ri
(+)03131Y A (+)02041 (-)OD9647-
+12Jq��
-.��--
ss-r4r -
J I SEGlI! PEDESTRIAN
Exsr 4.5' GYP _
J �] BEGIN GRADE TOP 742.27
I / / TIE TO PROP CURB 9 \ p _
TCDITCH PI (LTL ' ' BRIDGE
I J' --G3-
STA 75+7800 o ox
1
(�- STA 71+SQ --G3- STA 71+8102
1 EIS V = 7J8.51 ELEV = 744.70•
BEGIN PEDESTRIAN
EXISTING GROUND
I END GRADE ELEV
} TUE TO PROP CURB RAM.
END PEDESTRIAN -G3- STA 7441361 END GRADE
I TLE TQ
BOARDWALK =
= 79526 7490 745! EX ST 14 C
µF r�% .. ,__--'-- � 082 TDP 724-CJ P
$,y 4+71po'. Dee
PROP CURB RAAlP o Ex sr 4.5 C P
_ , ELEV 745sr a to. -G3-
"•-•.-: 1 BOARONALK + ,I
,•r-..� , -G3- STA 72+59.44 ` F
1 -G3- STA 71 +55.48 r ELEV = 74462 ' ' ELEV _
ELEV - 74472 ! ;,,; - - RErTN
STA 75400.00 4i
_ 7452_ _ . - _ - - - - - - i ;
18'
�CH
see lNreRsecTmx nEraL
5HEET INT6 FOR
/
ey
"- ----------------------
LSP
IJY -
ADD1TLuvAL 1NF0>?lrA1"lA4
1 1 r
EXIST 24' RCP 1
`� )
,_-.- --- -------------Y
737
ELEV 5 7408b�7r •� a I,CP
IDS
SEE SHEET CLT FOR
CROSS PIPE PROFILES
---------------i i
-
--" fp, _--"- r0 VCP
![3•RG PIPE 1-1YDRAUUC DATA 77585 77554
5 4 RC + ; l r
K -OJ- 7s+42.6!
STA77+37 •G3
AS RCP BEGIN SPECIAL
,, ErOST
I I
!w 71$8$
-
o ;4x 15'RCP-N
DESIGN DISCHARGE = 45 CFS DITCH GRADE LT
_
_ _
BEGIN GRADE
BEGIN SPECIAL DESIGN FREO(IENCr = 10 YRS -63- STA 77.150
54' RCP t !
733T7 TIE TO PROP CUR8 RAMP
DITCH GRADE RT DESIGN HW ELEVATION = 743.4 FT ELEV = 742JI
PRELIMINARY DESIGN
cHos9Nc
-CJ- 7F+27.16 t t
-03- STA 74+721X7
ELEV � 74565'
-G3- STA 76+00 I7GE = 4S CFS
BASE FREOU
ELEV = 743.08 BASE FREQUENCY = 25 YRS
DO NOT USE FOR
LW 7J4.167 1 � - T
END SPECIAL
BAISE HW ELEVATION = 7435 FT
CONSTRUCTION
DITCH GRADE LT
OVERTOPPING DISCHARGE = NA CFS
-G3- STA 71+60
OVERTOPPING FREOUENC7= NA YRS
ELEV = 7378%
OVERTOPPING ELEVATION = NA FT
T1:a lcgelher lM cwtsePre �d d
r3anreo ,e 3rC crrce cr:
REVISIONS TYPE I CCNTRAC7 ICONTPACTORI AS-BUILT JAUTH. OATEI BENCH NARKS JOB NO. P-O%45-f]4/P-05644A-04j
CITY OF GREENSBORO
RDADRAY
DESTGNEO BT c)SK
Med 1,enl,
.L int,1
Pre:enled nerti.� .. ar1 Inelnx+r�ent or inlrndcd «a7
R- f on P oW end tH .�,, .0a yep0ed.
Re.0 W OM reConca an Des dxwncnt r:1n0,A srRlen
v aPu
�
` ` F'Le 'T 'ME
Kimley>>> Horn K,�A „x..,,s
PLIE14,1ca,kcu 21_04 1
ENGINEERING DIVISION
SEKEA DEFAILEO BY CHx
DOVr7NTOWN GREENWAY PHASE 4 &
31EEF NO.
HATER
CHECKED BY JRN
C8 OPC1 2
e�Nn(:a1%on and a0PGon q 1Gmxry-Horn end Aeexlalee. Ir-
Copyright Kimlay-Horn and Associates, Inc., 2018
rr0e,_r>rlr
F17
A&Y GREENVTAY
510EWALIS 2015-003
$GALE: MR [: 1'•37'YEAT'' 1'•3'

f
t
♦
CONTRACT Sr'tEET
OF
SENSITIVE INFORMATION
t
�
1JOl to ba cop: Ad a dtsVduted
END a&r cREENvar
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CONTRACT ONTRACTOR AS -BUILT RUTH. DATE BENCH NARKS
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CITY OF GREENSBORO
ENGINEERING DIVISION
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REVISIONS TYPE CONTRACT [CONTRACTOR AS -BUILT RUTH, DATE BENCH NARKS JOB NO.P-05645-04/P-45694A-0r
CITY OF GREENSBORO
ENGINEERING DIVISION
PoeBXAr DESTr�R BY GI«
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perrnisson of khe
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TYPE CONTRACT ONTRACTCR
AS-BUILT
UTH. DATE BENCH MARKS ,we Ho.p-pssd5-Oe/p-45E44A-0e
CITY OF GREENSBORO
ROADWAY
DESIGNER
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MAGWAY
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PROPOSED CONSTRUCTED RIFFLE
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PRELIMINARY DESIGN
DO NOT USE FOR
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CITY OF GRFFNSBORO
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 & SHEET NO,
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REVISIONS
TYPE= I CDNTAACT IcoNTHACTOHI AS BUILT JAUTH. DATEI BENCH MARKS I JOU 1,sj. V-05645-04JP-65644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
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TYPE= I CDNTAACT IcoNTHACTOHI AS BUILT JAUTH. DATEI BENCH MARKS I JOU 1,sj. V-05645-04JP-65644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADMAY DcS16NEO eY JLH
_
SE%ER �TATLEO BY
DOWNTOWN GREENWAY PHASE 4 &
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SHEET Na.
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SECTION 2: MCGEE STREET TO MARKET STREET
REVISIONS TYPE CONTRACTONTRACTUR AS -BUILT AUTH- DATE BENCH
I
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— PROPOSED U14TS OF DISTURBANCE
_ - PROPOSED STREAM TOE
PROPOSED RIP RAP STAB:UZATION
PROPOSED WisTRUCTED RIFFLE
PROPOSED ROCK AND ROLL. RIFFLE
SURVEY LEGEND
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EXISTING SANITARY SEWER PIPE
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SECTION 2: MCGEE STREET TO MARKET STREET
REVISIONS TYPE CONTRACTONTRACTUR AS -BUILT AUTH- DATE BENCH
I
ROAUKAY 1 I I I
DESIGNED BY ,iLN
DETAILED BY
CHECKED BY
SCALE: SEE SCALE BAR
CLF1TAACT SHEET
9F
PROPOSED PROnLE LEGE D
�I}I PROPOSED RTP RAP STABIUZAT10H
u O O PROPOSED RO(X AND ROLL RIFFLE
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PROPOSED STREAM CENTERIJNE
PROPOSED MAJOR CUiTOUR
PROPOSED IANOR CONTOUR
— PROPOSED U14TS OF DISTURBANCE
_ - PROPOSED STREAM TOE
PROPOSED RIP RAP STAB:UZATION
PROPOSED WisTRUCTED RIFFLE
PROPOSED ROCK AND ROLL. RIFFLE
SURVEY LEGEND
EXISTING STREAM TOP OF BANK
EXISTING STORM SEWER PIPE
EXISTING SANITARY SEWER PIPE
---- EXISTING CONTOURS
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o EXISTING STORK! SEWER MANHOLE
'3 EXISTING SANITARY SEWER MANHOLE
P_
CITY OF GREENSBORO
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 &
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PRELIMINARY DESIGN
DO NOT USE FOR
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SHEET h0-
SR -3 9F 53-20

MATr.Hl IMF SFF ca_s
caItTRAeT SHEET
of
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lea PROPOSED ROCK AND ROLL FUn E
784
760
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— PROPOSER MAJOR MTOUR
--.x— PROPOSED IdWOR COf'ITOVR
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SECT10N 3: MARKET STREET TO THE GREENSBORO THEATER
NOTE
SHAPE EM$TM 04KIN L U71M 03SI140
WATER AL PER IIVW - $ECTKMIS. SIF£{ 5R-9
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CITY OF GREENSBORO
ENGINEERING DIVISION
RaAUNAY BEsisNED By +A_W
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n Copyright Wrnley-Horn and Associates. Inc., 2018
SECT10N 3: MARKET STREET TO THE GREENSBORO THEATER
NOTE
SHAPE EM$TM 04KIN L U71M 03SI140
WATER AL PER IIVW - $ECTKMIS. SIF£{ 5R-9
FROM STATM 300+00 TO STAT 3DO00. DO
NOT MULL NEN YATMX ■TNQUT CETY 4741
DOWWft APPROVAL.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTI N
STREAM
ENHANCEMENT
REVISIONS TYPE CONTRACT ONTRACTDR AS -BUILT AUTH. DATE BENCH MARKS .HIB tiD-P-05645-041P-056414-04
CITY OF GREENSBORO
ENGINEERING DIVISION
RaAUNAY BEsisNED By +A_W
SERER DETAILED 8Y
bOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAYR-zD
CHECKED BY
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788
N� n>a 0F1�KrF.
REVISIONS
TYPE CONTRACT
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I
,16B NO.P-05545-04/P-95640-04
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1 Ids
784
■
ROAQiiAY
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SECTION 3: MARKET STREET TO THE GREENSBORO THEATER
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REVISIONS
TYPE CONTRACT
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AS -BUILT AUTH. DATE BENCH NARKS
,16B NO.P-05545-04/P-95640-04
CITY OF GREENSBORO
pre.snted hsreur, Oe On 'vwLrvKnent of eurc., N inlerrd.d my
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REVISIONS
TYPE CONTRACT ONTRACTUR AS-8UILT RUTH. DATE BENCH MARKS
jw ria. P-05S45-04JP-Gr.-644A-04
CITY OF GREENSBORO
pressnled herds, oe an netfv.-nsnt *f aav cs, Is interdsd .01
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STATION 402+50 TO STATION
411+15. DO NOT INSTALL NEW
MATERIAL WITHOUT CITY AND
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CREATE POOLS WHERE
INDICATED IN PROFILE USING
TYPICAL SECTIONS ON SHEET
SR -9.
MAINTAIN MATURE TREES AND
STABLE BANKS ON RIGHT BANK
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PRELIMINARY DESIGN
DO NOT USE FOR
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ENHANCEMENT
Tho dooumanL together n'th the cancoWs and deagcs
FRFPARCO Pe W OFP" w.
REVISIONS
TYPE CONTRACT ONTRACTUR AS-8UILT RUTH. DATE BENCH MARKS
jw ria. P-05S45-04JP-Gr.-644A-04
CITY OF GREENSBORO
pressnled herds, oe an netfv.-nsnt *f aav cs, Is interdsd .01
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TYPE CONTRACT ONTRACTUR AS -BUILT RUTH. DATE
BENCH NARKS
,IDB N0. P -05645 -04/P -05644A-04
i
CITY OF GREENSBORO
1
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STATION 402+50 TO STATION
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J rI.
REVISIONS
TYPE CONTRACT ONTRACTUR AS -BUILT RUTH. DATE
BENCH NARKS
,IDB N0. P -05645 -04/P -05644A-04
CITY OF GREENSBORO
pae.eni.d h.. u. an ;burn.nL I . f. I -Wed �J
/l
NOTES-.
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SECTIONS, SHEET SR -9 FROM
STATION 402+50 TO STATION
411+15. DO NOT INSTALL NEW
MATERIAL %ITHOUT CITY AND
ENGINEER'S APPROVAL.
CREATE POOLS WHERE
INDICATED IN PROFILE USING
TYPICAL SECTIONS ON SHEET
SR -9.
MAINTAIN MATURE TREES AND
STABLE BANKS ON RIGHT BANK.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
TT:. docwnsn4 logelter rRh the aanaEP,>' and desQv
PwEPA FD ry n'P ar:
REVISIONS
TYPE CONTRACT ONTRACTUR AS -BUILT RUTH. DATE
BENCH NARKS
,IDB N0. P -05645 -04/P -05644A-04
CITY OF GREENSBORO
pae.eni.d h.. u. an ;burn.nL I . f. I -Wed �J
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ENG{NEERING DIVISION
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TYPE CONTRACT
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SEWER
WATER
SIDEWALK
AS -BUILT
BY JLM
BY
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SEE SCALE BAR
STATION 500+00 TO STATION
1THOUT CITY AND ENGINEER'S
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:S ON RIGHT BANK.
PRELIMINARY DESIGN
DO NOT USE FOR
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STREAM
ENHANCELSENT
CITY OF GREENSBORO
ENCINEERING DIVISION
DOWNTOWN GREENWAY PHASE
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4 &
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M TO Ex6T.vC ms"N. CROV:FJJ — _
Ym POOL DEP H
1Ni [HAY'ff1 Bonou XDTH 20'
POOL' TE To PROPOSE
GREERIEAY SLOPE
— PROPOSED
OruDauAY/Txsr.%,G RAI wo##
/ E OR
TE TO E:aST'N3 nATTrit SEE ExS7N'0 4RO0."v:--
CROLM yu 3e1 F'RCPOSEO TTP_
01-DNG
RIFFLE
SECTION 2 TYPICAL CROSS-SECTION
"I TO WALL
PCREATE POOLS WHERE INDICATED IN THE NANS. EXTEND BANK SLOE TO MAX DEPTH
BELOW BAWKIFULL ELEVATION OF 2.8', CHAHREL BOTTOM M41I.YUM IWDTH 2'.
TE To
T,, TO EYST rCREENWAY SLOPE
GsO n
-- — _ PROPOSED
I ~ 81 — — — — CldiNpAY/EXSrdiG RM DE➢* �k
11AX POOL DEPT. _ - - EASTNO GROLOC.
�1.^I{-xl TTP.
WN GHAxwL BOTTCM MOTH 2.0
POOLP
TSE To Oi FAT SLOPE TF To E1G51�W1
rRaLav MS7W5 a.ou.D
-- -\--------------
PRQPOGEO —
--
CREENAAYAD,ST,sa FmL em** x, /
� 1 /
SLE
YAY POOL DEPTH 35' al VA — ,_---------
WW CH&II1 iTTBo OW WDTH zv
POOL'
TE To fREWOY ROPE TE TO Ex G
GRORd]
PROPOSED__--�-------_—
GREE,KAY/E*STNG RAL BED**
' TNG / EVSf)RO":7--
~ 42E TYR.
i�-- ^iRIFFLE
SECTION 4 TYPICAL CROSS-SEC'nON
NOT TO SCALE
lH SECTION 4, STREAM IS HIGHLY CONSTRA!KED DUE TO AIIJACEHT PROPERTY ON RIGHT
BANK AND EXISTV0 ANL BLD/PROPOSED GREENWAY LOCATION ON LEFT BANK. SLOPES OF
STEEPER THAN 3:1 MUST BE ARVOREO WITH RP RAP. MANTABI MSUNG RMT RANK
WHERE MATURE TREES ARE ESTABU5HED.
CREATE POOLS 11HERE INDICATED 1N THE PLANS. EXTEND BANK SLOPE TO MAX DEPTH
PBELO'N BANKFULL OF 3.5. cHAmEL BoTTmJ Mwluuu woTH 2'.
Y 9 -,OL O AT 4X S1WE**
E*STT G GROUa TIE TO MST&a
GRolO
PROPOMD '�-----------
EREp'pAY/Ex'Td:G
TE TO GREEN SLAY Std Y
♦♦♦♦ // I -AI RAX
VAX POOL DI
V MMLDTTi AT 4% SLOPE**
E*STM GRaIIK
PRGPogD
caFExlur/oesrrxo riAv. BED**
♦
BOTTOM VA G+AY�L 80tt04 IIDTH
POOL'
CONYRACT SHEET
OF
TE TO E)mrm TE TO P
CROLN9 CRF.ETEi<AY &OPE
—
r—
_---
�, ---------------------
G eED#*
GREETi1ViY� RM
RIFFLE
}
"' --� ExgaoTR«h�-
SECTION 5 TYPICAL CROSS-SECTION
_ TMP.
-Tsa T m scALE
INSECTION 5, STREAM IS HIGHLY CO!ISTRALNEO DUE TO ADJACENT PROPERTY 0'i PoGRT
RANIK AND EXJSTING RAR. RED/PROPOSED GREENWAY LCCATa4 ON LEFT BANK. SLOPES OF
RIFFLE
STEEPER T1" 3:1 MUST BE ARUORED WITH RTP RAP. MT BANK TO MATCH EXISTING
SLOPE, BUT NOT STEEPER THAN 1.5:1.
SECTION 3 TYPICAL CROSS-SECTION
NOT 70 scat
P ERE IND] IN THE PLWS EXTEND BARK SLOPE TO MAX DEPTH
CREATE POOLS WHlX
'CREATE POOLS WHERE INDICATED IN THE PLANS. EXTEND BARK SLOPE TO MAX DEPTH
_ BELOW BANKFLR_L OF 4.2. CHANNEL BOTTOM M NIMUM WIDTH Y.
BELOW BANKFULL OF 2.8'. CHANNEL BOTTOM MINIMUM MOTH Y,
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
0 LND,CATES PROPOSED BANKFULL EIEVATIm1
## SEE GREENWAY PLAITS FOR GAEENWAY CROSS SECTIONS AND DETAR_S
STREAM
ENHANCEMENT
SEE PLA11 AND PRDFTLE SHEETS FOR PROPOSED GRAD.NG
PREPAgO N THE OMOEOF.-
REVISIONS TYPE
CONTRACT ONTRACTOR AS -BUILT AUTH. GATE BENCH MARKS IJDB No. P-OM45-04/P-05644A-04
CITY OF GRE_E.NSE30RO
Tan's document. En.I.F., fth the oomokp a and d4sgn.
PCs .16d ho oh, a. - ifllEl,.DlnE a —i-. k int-ded ooy
■
ROADWAY
DESIGNILO BY .TLE+
ENGINEERING DIVISION
fO, Eha ep,cKC $"wse and cf*nt far .#kh K ... d.
�°
Rwsr o< and Bn ap .r o<, Elia aacmr4nE �hovE .TAE4n
ty �y-H— M--' I-. Ix.
Kim
ey>>>
"'^���'""''�
„ asTArenncEEsr, s�mEan
0�1 ■ ``f`""��-'�'T�"
SETTER
DETAILEU BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
nvB,a..d;tD and adoption and
m�,En.»>�
WATER
DHEcxeu Br
A&Y GREENWAY
SR -9 OF 5R -2D
Copyright Kinlley-Horn and Associates, Inc., 2018
OO H,a
SIDEWALK
SCALE: SE£ SCALE BAH
—

_—T—TT SHEE7
or
RP RAP SHkL NOT
I
EATEN) AS',E TDP OF
BAVi
TOP OF BANX 1J'
TOP Cr BAY{
Slut: C
3 .
AT TDP OF SAW DAY{
6' PASS I R7 RAP
PROR I I IEI
GRADE
1e'
,
RA4 AND CRAWNGS.5EE
I
W NOT PRP.? RAP
'
AB7,Fc Eti5Tar5 $TRfAV
5
LY44AF
NON -"YEN
rRTER TA9RC PER
i I 'rE TO EK.ISTAYJ ORO"
SPEC3GlTICe1S
_E
RANMAhP
EY.STNO STRfAN BAYK
NJIGS 1/2 ev� WOM WAX
-
CR059tiG PPE
6, SETEACK •i BAOyu BE74+U EwwvL 5 AS
NuDW NMI S cf YATFJc11. CH
NWOT CLASS A AYD B R'P RAP.
SD' A.0 0 S] STONE RACES 6' ESfS
T. PILL NTH
NAT RAL 8 L
NATURAL BED YATF7JAL
-
E3 PILL GAPS DEr.M CWLDEns
' I I tans NmoT CLASS h W
RAP, OR A(PRAEEI Y
SECTION A -A
9JE0 STOAPRW-
JJ �.FILL
I I
1!!LL TOE rACTECnCH TO EE B f I �Ct.' CIC L FILL itBE IER�FABtCAMS
A vwATIUJ OF NCD07 LAYER OF NODOT f 57
7 CLASS REP RAP I k STONE
A� UM I
CEOTC(nLE FILTER
I
I I FASM
PLACE LARGER (30')
}' U.N.
J• V}.
AS TOOTER (PLACE
FOOTER BO.EMBEDI BOTTp! BO'A77FR T+SEAV UAYEIER
ELEVATION Or MAKInjOCULDRS
A
SHALL BE AWR04En
9Y TMElYJ7iFIIt PRUe TO
NSTALEATKU
7 Day FcorAg
�L
vqF%
I I
TCF Cr BA\Y
OZ.= Yn or
NMT QIlSS I AlSD
1 RP RAP, ANO f57
STUB.
- -
BOULDER WALLNDT ,o
TO SCALE
-
///
YACENTERS !,p°Dpy TERS iRD7Ut AND TOE
N 1RFIRLNUI JON I'
Q a
rncaaTPnx
L
TOP CF gAYi
�
POM
24' RFFLE
/{ip10R5 Cfl
R'TFlE
NOTE
!/A I
NALVT T BE USM N LIEU
VERECTKN�FLOW W.WOODEN ANCHOR DETAIL
Glll_ \
RTII_E
COR FSPR YATrNO MSTAI ED
�
PPE CROSSNO
RP -RAP, Tlp,
YANUFACT.MeS SPECEICATICKS NTH PURL ;ter
`/\
1 V,E STA'[ PERYAYw ANO
Rf LE
sY71n[EDC FILTER
PLAN VIEW
FAERC
T -III s' *vEmAY (WK) SPE�TXi IN& (:ir,CCAL Boli rDES)
I
PLAN VIEW I „ ROOT, PLAN
KOIES
f. ❑ A.LS S RP -RAP TO BE LAD L^.NNUY OF 1B K cros THE% 0441 EN E AREA CF DSTl %;vE (AS DRECTED BY
Qi£ COR W.
F9XA YAT7
RICE WDTH C4/TERW AT 15' {TTP.) ROOOPL-/
TOE OF SLCPECOR FTER B1"SFNC
YN.4JU'J ROLL*DM -120' YATR!JG B,lQO1LL GROUND
ENOhEER)
2. TOP OF RP AAP 51iOL7D SE AT GRADE SOW Q.E. OVER E%CAYATE 1B' DEFCRE Pt.4O.Y'.').
GpR ED15N@G CA.4]f
%l Ate' <' S'C4W
�PRUPOSEU
3. AS PRP�CT AS STA,SL2E0 PLACE SNIF4T,O FTL7EA FAS4G MITI EPNEAO ICP RAP IXTD PERIrAhE]YT t1NiR AS 5HOeN.
4. AYY REOURED ARYDR?1^u ABOVE TOP OF BN:i SHAL CCK95T OF YATTNO 02 APPRfr,L'D 4EGETAn4E C0417L
MACE
iRftlCJ N TRDi(XwArm N TO TOE OF SLY.'
YAITLW htiRfOR YA7l6YO 6' 6N1L TO TOE OF SLOPE
KAOEWOOD7i
x41 A:010N �O� AT AND KEY IN 6 Y?I
S. SEE PEAKS FOR E7CIETR OF STA&L IAI]UL
3WOM g
BOTI04 /Yh'U901a5 OY
N TRENCH
N°'� TTS
W APEAS TO 6f NA 11.E SEEM SOL
UTILITY STABILIZATION 1
M16
xq SPL ARAT}UJ T _..L.._..�.
NCE r T14E14 CT - YRACM K TNENC1
NPT 10 srV-E
PPR0,
RUDIfSAA�I ROR D4E57Kz T'P. x1O SAC TIM
TO pLAODIENT.
114E ST,V - rep.
6' Lt'4. STREW nm
TYPICAL SLOUGH CROSS SECTION TYPICAL STREAM BANK CROSS SECTION
PRELIMINARY DESIGN
COIR FIBER MATTING
DO NOT USE FOR
NOT TO SCKE ��
ON
STREAM
EN HANCEM EN T
pAOEDnTr OFnceOF:
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT
AUTH. DATE
BENCH 14AR'KS JOB N0.P�5645-04/P-05644A-04
CITY OF GREENSBORO
TtisR
vdatwnen4 logalh4r elth the wnvrpte and dre°yne
presxtcd here'+,. Ot an 'vlswmenk vt a Is I�ended vrdf
for a Pxf pcxpvse arrd dent Tor e1LEh Tt t - PreAa ,ft
Ragas W and inyreper reFionu on 1F:.e dacurtlent elhvut rrllEn
■
K�mley>>> Horn
x:u �H•.E� �Z
F7 FA,TTTfl R,E ST.. 54�1TEE'4
�iEEy.
ENGINEERING DIVISION
FYpAORAY
❑ESIG!:EO 8Y ,1L1i
_
SEVER
❑ETd IEE❑ of
DOWNTOWN GREENWAY PHASE 4 &
SHEET t:0.
HATER
authorimt;- and odopWn by r-vvf-Rom and Aasocatea, brc.
F-�c+.E I;1:, E—)
CItECKED BY
Copyright Kimley—Horn and Ass xiates, Inc., 2018
©ac'S
A&Y GREENWAY
Sfi-ID OF �t-20
--
SIDEWALK
SCALE: EEE SCALE BAR

4
GWED mx CF 1'-1 E' RP
07 STOKE A\O RAMP-
O$L YATF✓TAF
RAY<FTAL "IN
SECTION C—C
� eAw�w L rrurH
r
zz/dl
I
Gx �C�e I
SECTION 8-9
1/2 BOULDER YFAY
� aAA�TEP, TTP.
LrEN1 BOMDER DEPTH
FLOV —
FRY INTO M%.K NN. ld
PLAN VIEW
NOTE&
1. RACE FABRIC ON LNE UPSTREAL 917E OF THE k05T UPSTREAM
BOULDER SAI W THE CONSTRUCTED RFFLE
Z BOLDER SLLS MAY O1EF AP AND MCHDR THE BO"M 9ct
DITECTLY LIPSRCAO.
1 TIT BOULDER 9L` MULL ALL BE CONSTRICTED TO DE SECTION A -A
SUBWERGED OR COVERED AT LOW FLOWS
4. BOULDER MOLL HAVE A LEM OLAIVELER OF 80'.
��T�j��;
,�� I L,I� III � II�I�H�b���lt✓� 14 , I I W F_
YFAR BCAI[DEJi 119TR '� I —�
I&. DM- 18
aw
EDGE OF T
FL07
EDGE OF R
BAY
RAIL ALL LmsTR
LDGS W Hun
FAB.RL, TVP.
BOULDER ROCK AND ROLL RIFFLE
NOT TO SCALE
PLAN VIEW
W, document, together ah the cmcepta xmd devgne PFQPARfC ry rra: LFFILE cF
pres5rlted heran, oe on 'v,slrTanent a esrWca, I5 k7tealdsd orny t w:LrexsEsr-cro:2
Tx the spedfie pxyoee and cSeTlt for e7sictl R eoe Kimley))) Horn <zl ralT-rrEralEsr surEe-a
y Rpxee OT mtd 8npraper rer a an k}�ix dowmenF eAhouF erA14n PJUEI^moi A[aTH GVnLCJI ]]mt
y-AhwixatiaL erld odoption ty lGYdrJ-Nom and Associates. IDG. o>�i�elr-ry-ry
Copyright Kimsey -Horn and Associates, Inc., 2018 ©mTs
CONSTRUCT RfFLE
WIN 1.6' DEEP
Cl�AOAROH 9F 1'-12'
IFP -RAP, /57 STOP
AVB APPROXNATTLY
STIDM ERANC.IES
LEO MAm 4' N
DLAVETER. ANO LEAF
PACK
TOP OF
BAYS
PLAN VIEW
NOTES:
1, PLACE FABRIC ON THE UPSTREAM SDE OF THE MOST UPSTREATI
LOG SILL 1.4 THE CQ4STRUCTEO FtFFLE.
s. BOULDERS SHALL BE USED TO ANCHOR Lacs IF NEEDED,
3, LOG SILLS SHALL OVERLAP AND ANCHOR THE LOG SILL DLRECTLY
UPSTREATJ,
4. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUSUERaED OR
COYERLT] AT LO'H FLOha
5. BOUDLERS SHALL HAVE A WWII MEAN D,AUETER OF 30".
LOG ROCK AND ROLL RIFFLE
NOT TO SCALE
ISIONS TYPE CONTRACT ONTRACTOR AS -BUILT RUTH. DATE13ENCH NARKS
SEWER
CONTRACT SHEET
W -A0 SEF PLA•IS FOR EIEVATCH
OF BAti< ;MTLE
TOE CF RFFLE
POOL
EY -101
SECTION A -A
COSSTRUCT PaFLE NTH 1s' DEEP
ORADAnaN or V -if RP -RAP. COR STOW- ANO APPR6137ATELY lrA STITICK%
VATrNg [TrP) 0.7 NH. ERA�55 LESS TNAV e N D-kWETER
ASD LEAF PACO
TOP OF
OAFS TOE OF MOPE
SECTION B -B
CONSTRUCTED RIFFLE 3
BANN CRAMG A27VE SLP
RAP PER P "CAL SEDT:CfF
OR ORAEIm ON PLAY
5'-18' RP RAP AT
OUDE/FLU511 NEB BAKI.'
RATER WWACE
a •
TOE OF MCPS
18' DEEP
REM ar:0
6'-t8' kP RAF AT to )E
CR FLV91 NTN BAVC
TATER RktrAff
� TOE OF SLOPE
t8' DEEP
POOL SECTION
ROCK TOE PROTECTION
�2W-QMRLMT P. BELL LxADED >�L L F 1'-12' 1LOR ELEVA11rM RAP. F57 wo % AOF 1-leKATURAL
CNAl�i YATEdAL
ROY
POOL PER
LOW AREA TLP
NTH
eAlaDTAL
I�III - E1
SECTION ![�yf� B-@-�
FPD. P-05645-a4/P-05640-041 CITY OF GRFFNSBORO
JIM
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM.,
ENHANCEMENT
aY DOWNTOWN GREENWAY PHASE 4 &
SEE SCALE BAR AdtY GREEN WAY 5R -n GE SR -28

PLANING ZONE DESCRIPTIONS AND NOTES"
ZONE 1- LME STAKE Fll._AM M
LCCATIONN DESCMPTTEIN:
CHANNEL BANKS FROM CHANNEL BOTTOM TO BANKFULL, iNCLUOING LOW FLOW CHANNEL BENCH.
PROPOSED GRADED BAKK APPLICATION:
1. AUEI4D SOIL AS DESCRtSED RF SPECIAL CONDITIONS, WL AMENDMENT SHALL BE SUITABLE FOR STREAM
RANK APPUCATION, SO THAT AVENDVFIlTS ARE RERSTA}IT TO FREQUENT WATER INUNDATION.
2. APPLY TEIRPD4ARY SEED AND (LPARIAN SEED UIXTURES PER TABLES 2 AND 3 001 THIS SHEET AND
THE SPEOnCATIONS
3. INSTALL (OrR FIBER UATWG ON NEWLY GRADED STREAM BANK SLOPES.
4. WSTA.LL LIVE STAKE PLANTINGS BI ACCO.RDANOE WITH TABLE 1, LIVE STAKE DETAIL THIS SHEET, AND
THE SP£OFICATIONS
® ZONE 2 - BANKFILL PL ANTfM
LOCATM DESCRrPTiON:
CHANNEL BANKS FROM BANWFtill TO TOP OF BANK.
APPLICATION•
I. AUEt.D SOIL AS DESCRIBED M SPECIAL CONDITIONS. SQL AMENOMEHT SHALL BE SUITABLE FOR STREAM
BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREOUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND RIPARIAN SEED M07LIRES PER TABLES 2 AND 3 ON THIS SHEET AND
THE SPECTFTCATIONS
3. INSTALL COIR FIBER UAT70M ON NEWLY GRADED STREAM BANK SLOPES.
4. INSTALL BARE ROOT PLANTINGS IN ACCO90ANCE WTH TABLE 1, BARE ROOT DETAIL THIS SHEET, AND
THE SPECIFICATIONS.
® ZONE 3 - LNE STAKE PL eMIM IN RP RAP I WEDS
LOCATKY0 DESCRIPTION:
CHANNEL BANKS FROM CHANNEL BOTTOM TO BANKTULL, BH AREAS ADJACENT TO EXISTING RAIL ROAD BED
THAT IS RP RAP MATERIAL.
PRCP05E0 GRADED BANK APPLICATION:
T. AVLNU SOL AS DESCRIBED 14 SPECIAL CONDITIONS, SOL AMENDMENT SHALL BE SLRTABLE FOR STREAM
BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER IHUNOADON.
2. INSTALL LIVE STAKE PLANTINGS N ACCORDANCE WITH TABLE 1, LIVE STAKE DETAIL THIS SHEET, AND
THE SPECIFICATIONS,
3. PLANT SPACING CENTER DENSITY SHALL BE 9 FEET OI CEI4TTR FOR ZONE 3.
mm ZONE 4 - DMIWED EA99AM PL.ANTtM
LOCATION DESCRPPON:
EASEUENT AREAS WITHIN THE PROJECT, NOT SNCLUDUNG GREENWAY SHCULDER OR DRAINAGE SWALES.
PLANT ONLY IN DISTURBED AREAS DO NOT DISTVRH ETDSTLNG TREES OR ANY C00IFLICTING AREAS
WITH THE LANDSCAPE PLANS.
APPLICATION'
1. APPLY TO PROPOSED UTILITY ACCESS AREAS AND EAS7I NG UTILITY ACCESS AREAS UTILIZED
DURING CONSTRUCTION AS HAUL ROADS.
z AUFf) SO43 YATH TOPSCCL AS DESCRIBED IN SPECIAL PROVISIONS.
3, APPLY TEMPORARY SEED AND UNITY EASEMENT SEED MIXTURES IN ACCORDANCE WITH TABLES 2
AND 4 ON THIS SHEET. ANI THE SPECIFICATIONS.
4. APPLY WHEAT STRAW Ma CH PER NOTES THIS MiFET, AND THE SPEORCATIONS
um ZONE 5 - INVASNEB AND DEBRIS RE A"AL
LOCATION DESCRIPTION:
AREAS WITHN THE STREAM TOP OF BANK THAT ARE UNDISTURBED BY PROPOSED CONSTRUCTION
ELEMENTS, THESE AREAS SHALL BE CLEARED OF EXOTIC VEGETATION AND DEBRIS IDENTIFIED BY THE
CITY_ ALL RE MOVf0 VEGETATION AND DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE. DEBRIS
SHALL NCLUDE, BUT NOT BE LIVITED TO, TRASH. FALLEN TREES, BRANCH PILES. CONCRETE,
MISPLACED RNP RAP, AND BRICKS.
APPLICATION:
1. CONTRACTOR TO CONDUCT ONSITE MEETING WITH THE CITY TO FLAG DEBRIS AND AREAS OF
EXOTIC ANO YNVASIVE SPECIES REMOVAL WWTHTN THE PROJECT CORRIDOR.
2. REMOVE EXOTIC AND INVASIVE SPECIES AND DEBRIS ACCORDING TO THE PRD ECT SPECIAL
PROYSICNS
OH-CERTLR (aa.) PLAINT 5PACN0
1s ZnrE sPEone. —
SEE PUI.NT4NG TABLE 1 OR SHEET PP-&
CONTARWFR GRONk PLAYT FEET 0
0
VATUeAL REMO'.E ENTRE
S°AG,
CONTAINER FROM AR011lO
PLANT PFXR TO PLAXTKG
SPEC1Fll
np,
3' LAN. EART EH SAUCER
Rye Gran
AROU.N% CONTATTRIIL
N
PVNr\ S
-w SAVOY/HELL avA.nED saL; SET
4-6r YAY DEPnS
TOP 9 GRACE EHEVA104 OF
'AYfli]Ell SDL RFf. S
SPECIAL PRCTASQNs
-
EXCAVATE RT TO m TA&S
TABLE 1: TREES AND SHRUBS PLANTING TABLE
THE MOTH OF ROOTHAL.
ANCKD wm AND SCARIFY
UND9T U EO
SIDES Cr RT 50 THAT SCEs
An NOT 9A00111/iy.A2Ep
SJBCRADE,
TTY.
Rye Gran
RARTe1E 206E
ROOT R4 L
RANT.i'GS h YARY
-w SAVOY/HELL avA.nED saL; SET
SCIENTIFIC NAME
TOP 9 GRACE EHEVA104 OF
SECTK7N VIEW
ROCIeALL RU4H KTH FWAL EY.SRNO
PERCENT MIX
[RAflE.
TYPICAL PLANTM DETAIL
Browtop VTlet
NOT W SCALE
ZONE 1, 3E
NOTE:
Bfo.ntop Wet
MEN RANTM RARE ROOTS OR
sslrrtrArc.r
LARGE PUGS K AREAS MATTED NTH
Gom MAT,COhXISIrrJIRlllfM
I LIVE STAKE
EELlw MVST BE SPRF. D 8Y RAW
2-3
AEG] BARE ROOTS AND LAROE RUGS
ARE TO BE IhITAILED K ENLARGED
Crrr.:lrr.-.rte. S'rky Do9eood I tfVE STAKE 30
OPEN114 NTWJJT OAIIAWNO ROPES
1.AYENr'z -1 u un lex mutt:
2. AVERAGE N1rY�R PER $,000 SQUARE FEET OF
"N7
. 2O�
1 'LINE STAYS SPAC.NG FOR ZCt& 3 BULL BE 9 FEET ION CENTER
GENERAL NOTES
TnWORA.RY PLANTIG ANG PUWANENT SEED6NG SHALL OOCVR NVELILT AFTLR CYHSERUCTIOH TO STABuM AREAS OF BARE SOL PERYAHEFIT PLANTINGS SHALL BE
COMPLETED DET#XEN NOVEWTER 15 AND WARCN. 1. HOWVER, FUNTIN: TAY OCLYI.'i UJT4DE WS Y. WW AS APPRUX0 BY DESCH ENOVEER.
APPLY SOL A.MENOMENTS TO DSTLF*M AREAS ACOORDNO TO THE FCITaIIRl TABLE AT %000 16S/ACRE (UNUM SDI TE53FM rzcAma onammm As APPRmED 6Y ETTsNEII1k
W1. LO
0 l0
TO 10
APPLY LVE To nMT SOY pH N A4CORONNCE WTH nW 5PECFTCATVIa
EYA1:C OM e,VASW V2�5 ANL GRASSES SiAIL RE TREATED AND RnSorm INSDE ALL Cr THE PIANTMG ZONES
wacI8
APPLY 4.000 1R ACHE STARK ANYJIEA STRAW 13Y TAEIONCG NBIODEGRADABLE WITH DEGRADABLE hErrN% A MULCH ANaEORNG m TOOL A DSC NSLAM SET NE RLY SPW..- T CAN W
ISTD AS A HVL ANOHa2NO TOO-
LLkHTFNAYfI
RUMTNUZE IF GRONRH S NOT NALY ADEWATE RESEED, W_UROJg AND YDL01 DDAEVATiLY FOLOAA'G EROSOH OR OTHFA DAVAGE PER SECTOR 8.14 OF NCDENR EW30N AND
sED;LERT CONrROL DESCH wvw AL
SEE ER050N ANO 9Err xT mYTRti pubs ANu 9'EaN_ CO.NT&,5 FOR Gw"* covat ESTABLIS8MT REOUSOJENTS GROUND COMM MUST BE ESTA3USIED CH ALL
Da1vASED SURFACES PER Nmoa REGJRENENP' OR SPECAL CDKDT)045, W+CE\ER IS MORE STR'i,-U".
RE -ROOT SEE XW4
70Y SEEDLNO PLUG
ASACEOLn PLUG F4ANTP4
UaCH AND SFO TATER. W4EAT
STRAW OR HmeoSEED. SCE
PLANTAn NOTES
—EXCAVATE RT TWO TARES ITE VOTH
HF P1I1C. AUMEHO SOLS. AND WAWY
DOES OF RT SO THAT SIDES ARE
1117 SMOOTH/RAZED
-BARE-ROOT SEELLM AUGER 9Ua
ANSI SPECIAL PRONSQ.S
IN TALL %VrN OOIR FaM HAT O'ER
S`3➢ NO MLLCH APPLKAnCCN PER Li,R
TIBER YATTtiD DEME
LRE STATIN HOTF4
SEE SPECIAL OCfCCI NS FOR DNSTAwnaN AND
CARE OF LRE STANCES NO LIE OJrM0&
LOWER SrNQS SIVAD BE—
PLACED H67ER CH THE SAW To
FW NIX POEIRATIQI CRO THE
TATER TAELE.
V-3' 4..E ir1mv (
TABLE 2: TEMPORARY SEED MIXTURE (130 lbs/acre)
ALL ZONES
TABLE 1: TREES AND SHRUBS PLANTING TABLE
COMMON
NAME
PERCENT
MIX
PLANTING DATE
Seca—I!,
Rye Gran
75
AUG 15 - MAY 15
PLANT
SPACING
SCIENTIFIC NAME
COMMOM NAME
Farsuer.�'rfTrriar
TYPE
PERCENT MIX
FEET
ON'
CENTER
UMBER PE
"000 SF2
Browtop VTlet
5
ZONE 1, 3E
Ur -L. Z, s,u
Bfo.ntop Wet
BO
sslrrtrArc.r
Saky WNorr
I LIVE STAKE
30
2-3
155
Crrr.:lrr.-.rte. S'rky Do9eood I tfVE STAKE 30
Elderberry 4.11E STAKE 14
s�t;r r'gra Btaek WWarr LIVE STAKE 5
,Ib;.a uneHe:. Tog Aid- LIVE STAKE 25
P;+cr.�rs-r.En-3:aT
LILUs Dluestem
ZONE 2
Ely -s rity y .•
Rlwbo* M`adrye
5
[.wls rr.
S2.ky Dag ... d
BARE ROOT
to
7- 9
-
98
Ele,:rra lvr_�nw Spkebush BARE ROOT 10
Rra-'-a �5ra River Birch BARE ROOT 10
r1ri,Yt Inkberry DATE ROOT 10
pa.W.s pf Rar flow Oast BARE ROOT 10
pL�Yd��l.rrfAiCrYt %comore BARE ROOT 5
CrTaµ'r-r-s nri�r._.+ir 8utten Bush BARE ROOT f0
Red Chpteherry BARE ROOT 10
QUI. r 'U Red COk BARE ROOT 10
Shoghark Hickory BARE ROOT 5
f n'a:eF.:amrw'i�era Y.Row Poplar BARE ROOT 5
IXc: pArOE,vg:�e.l pusrnmon BARE ROOT 5
1.AYENr'z -1 u un lex mutt:
2. AVERAGE N1rY�R PER $,000 SQUARE FEET OF
"N7
. 2O�
1 'LINE STAYS SPAC.NG FOR ZCt& 3 BULL BE 9 FEET ION CENTER
GENERAL NOTES
TnWORA.RY PLANTIG ANG PUWANENT SEED6NG SHALL OOCVR NVELILT AFTLR CYHSERUCTIOH TO STABuM AREAS OF BARE SOL PERYAHEFIT PLANTINGS SHALL BE
COMPLETED DET#XEN NOVEWTER 15 AND WARCN. 1. HOWVER, FUNTIN: TAY OCLYI.'i UJT4DE WS Y. WW AS APPRUX0 BY DESCH ENOVEER.
APPLY SOL A.MENOMENTS TO DSTLF*M AREAS ACOORDNO TO THE FCITaIIRl TABLE AT %000 16S/ACRE (UNUM SDI TE53FM rzcAma onammm As APPRmED 6Y ETTsNEII1k
W1. LO
0 l0
TO 10
APPLY LVE To nMT SOY pH N A4CORONNCE WTH nW 5PECFTCATVIa
EYA1:C OM e,VASW V2�5 ANL GRASSES SiAIL RE TREATED AND RnSorm INSDE ALL Cr THE PIANTMG ZONES
wacI8
APPLY 4.000 1R ACHE STARK ANYJIEA STRAW 13Y TAEIONCG NBIODEGRADABLE WITH DEGRADABLE hErrN% A MULCH ANaEORNG m TOOL A DSC NSLAM SET NE RLY SPW..- T CAN W
ISTD AS A HVL ANOHa2NO TOO-
LLkHTFNAYfI
RUMTNUZE IF GRONRH S NOT NALY ADEWATE RESEED, W_UROJg AND YDL01 DDAEVATiLY FOLOAA'G EROSOH OR OTHFA DAVAGE PER SECTOR 8.14 OF NCDENR EW30N AND
sED;LERT CONrROL DESCH wvw AL
SEE ER050N ANO 9Err xT mYTRti pubs ANu 9'EaN_ CO.NT&,5 FOR Gw"* covat ESTABLIS8MT REOUSOJENTS GROUND COMM MUST BE ESTA3USIED CH ALL
Da1vASED SURFACES PER Nmoa REGJRENENP' OR SPECAL CDKDT)045, W+CE\ER IS MORE STR'i,-U".
RE -ROOT SEE XW4
70Y SEEDLNO PLUG
ASACEOLn PLUG F4ANTP4
UaCH AND SFO TATER. W4EAT
STRAW OR HmeoSEED. SCE
PLANTAn NOTES
—EXCAVATE RT TWO TARES ITE VOTH
HF P1I1C. AUMEHO SOLS. AND WAWY
DOES OF RT SO THAT SIDES ARE
1117 SMOOTH/RAZED
-BARE-ROOT SEELLM AUGER 9Ua
ANSI SPECIAL PRONSQ.S
IN TALL %VrN OOIR FaM HAT O'ER
S`3➢ NO MLLCH APPLKAnCCN PER Li,R
TIBER YATTtiD DEME
LRE STATIN HOTF4
SEE SPECIAL OCfCCI NS FOR DNSTAwnaN AND
CARE OF LRE STANCES NO LIE OJrM0&
LOWER SrNQS SIVAD BE—
PLACED H67ER CH THE SAW To
FW NIX POEIRATIQI CRO THE
TATER TAELE.
V-3' 4..E ir1mv (
TABLE 2: TEMPORARY SEED MIXTURE (130 lbs/acre)
ALL ZONES
SPECIES
NAME
COMMON
NAME
PERCENT
MIX
PLANTING DATE
Seca—I!,
Rye Gran
75
AUG 15 - MAY 15
TdI.'.-r.. Ii—
Wheat Gross
10
AUG 15 -- MAY 15
Farsuer.�'rfTrriar
ArImI i Rye
10
AUG 15 - DEC 31
Ur.,kda rrr4.sa
Browtop VTlet
5
AUG 15 - DEC 31
Ur -L. Z, s,u
Bfo.ntop Wet
BO
MAY 16 -- AUG 14
Srrrrr crre,.le
Rye Groh
10
MAY 16 - AUG 14
ioSsr,
A—al Rya
10
MAY 16 - AUG 14
TABLE 3: RIPARIAN SEED MIXTURE
(30 lbslacre)'ZONES 1 AND 2
SPECIES
NAME
COMMON NAME
PERCENT
MIX
Rr-s+r.[�G+ra
Blockeyed Susan
20
r�rr�r-r
Soft Rush
10
C ez,c=F+-h3ea
Fox Sedge
f0
Pw-r�«eWe=eurrsrr
De -tongue
a
CAr�-rrrrsujarirr. s
P"Lridge Pea
10
CuuAv g+=rs
Pennsyhanh Sedge
5
P­FiAr<al7 I
Redtop P-' Voss
5
CA—A--k4"fr_
RNcr Oots
5
ar�eT,;£ultrrn.
aroomsedge
5
C.+reeP�a nr.:nry-s
Gd -den Tkkseed
5
P;+cr.�rs-r.En-3:aT
LILUs Dluestem
5
Ely -s rity y .•
Rlwbo* M`adrye
5
Par'a.w lvs.-r_y
,Switchgross
2
Brw:rA*y wrip"z. u
Sdeoats Groma
2
&x.:<Awrsrui:u
Blue Grama
4
TABLE 4 EASEMENT SEED MIXTURE ZONE 4
SPECIES
NAME
COMMON
NAME
PERCENT
MIX
APPLICATION
RATE
M:�'nd rAgil rc JL-,
Pink Uuhly Grass
30
1 GAL 24' O.C.
S(AEifh}li': r. 4F:ri. w
UlItle 8UCStem Gross
30
1 GAL 12' O.0
Crrcl Tl{i�.;�i'ra
Horsemnl
10
1 GAL 24' O.C,
ue,u.;l e±l
A0Bride
10
1 GAL 36' Q.C.
Nr -Arra ,Uc+sem
R02"S
14
1 GAL 36' 0. C.
^R�✓Ff'm
R'&"kuf.ljla
Go dstrum Nock
E Suson
10
3 GAL 36' O.C.
LIVE STAKE INSTALLAIM
NOT TO SCALE
45' rAPEA
IEI11T EIO
LIME STAKE DETAIL
NOT TO SCALE
GRCUNEI
94RFACE
BARE ROOT PLANT!NQ
NOT TO SCALE
BARB ECLI Na„s
� SOF RAE ROOT S FOR ti5TFILA,KIN NEO
CJNf OF BARE Aoor PEArrTNGs
CONTRACT SEET
OF
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
OJT TOP END RAT,
AND QIP OFF ENAMEEER
DANAM.
REVISIONS
—
.y08 ND. P-05645-04fP-05644A-04
CITY OF GREENSBORO
ESTARI1 RANT 94OW
FOR PTURYATION ONLY
_
N
E
FACR+Yr 11FvAFL0
INSTALL Room STANzS
TO SECURE ClDR FBER
� /• � �• �
�� .
MATIN,*„ DETAIL
BARK ROPE
r fa Ow pacific pxposa and eiaM fa 1Hvch R — prepared.
o R.— of and Vpaooppemr Terrence on 04 .�Aavt -RL"
IAEAYAGESI BARK
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SEHI-�
fE�iroNm
OOVRJT01'M GREENWAY PHASE 4 &
SHEET h'9.
wthomovon arld'Zt n dJ Ki,>, -P— arv! Assxials., Inc.
LIVE STAKE INSTALLAIM
NOT TO SCALE
45' rAPEA
IEI11T EIO
LIME STAKE DETAIL
NOT TO SCALE
GRCUNEI
94RFACE
BARE ROOT PLANT!NQ
NOT TO SCALE
BARB ECLI Na„s
� SOF RAE ROOT S FOR ti5TFILA,KIN NEO
CJNf OF BARE Aoor PEArrTNGs
CONTRACT SEET
OF
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
PEFIFFDN THE aF"� CF`
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT ALITH. DATE BENCH MARKS
.y08 ND. P-05645-04fP-05644A-04
CITY OF GREENSBORO
Tlrs 1--L Wplher .rlh the cancepta aId 1$9$*.
vo.eatea heroir4 .. on 1-trl.rwnt at e , is k,t.nded o*
N
_
RUaoaAY
IESIG,+rED BY �tst
ENGINEERING DIVISION
r fa Ow pacific pxposa and eiaM fa 1Hvch R — prepared.
o R.— of and Vpaooppemr Terrence on 04 .�Aavt -RL"
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P;+cr.�rs-r.En-3:aT
NATER
CHECKED
CHECKED DY
Copyright Kimley-Horn and Associates, Inc., 2018
Qc z.rs
A&Y GREENWAY
�t12Gt SR2o
SIDEWALK
SCALE: SEE SCALE 8AR

PLANTING PLAN LEGEND
ZONE 1 — LIVE STAKE PLANTINGS
® ZONE 2 - 13ANKFULL PLANTINGS
ZONE 3 - LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 - UTILITY EASEMENT PLANTINGS
ZONE 5 - DEBRIS AND INVASIVES REMOVAL
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t
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presented t—:2 as lrvmenl of servte, is e�txded any ■
far the spft-Wm p Wse and dicot fu •tg,-h gas preporsd. nc acE.sE eF,��x
V P �, fR1Er�P.'4iE Sf_ S nE 6?]
Rena+ of aM ' ppeerr fdaxa on fh:s document od4t . m. � � V� �� oro MCA
wffio ixetian andWadapt.'an F+ir IGrdq-Ffxn and AasacialEs, Foe. ■■ ■■ Flus a,:�snasro
Copyright Kimley-Horn and Associates, Inc., 2018 t0res
ROADWAY
SEWER
NATER
SIDEWAL
DESIGNED DY JLm
COPiTPACT Sh'EET
0r
CITY OF GREENSBORO
ENGINEERING [DIVISION
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
SHEET NO-
SR-1307
O_SR-13OE SR -20

PLANTING PLAN LEGEND
® ZONE 1 — LIVE STAKE PLANTINGS
® ZONE 2 — BANKFULL PLANTINGS
® ZONE 3 -- LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 — UTILITY EASEMENT PLANTINGS
ZONE S — DEBRIS AND INVASIVES REMOVAL
SECTION 1: FREEMAN MILL ROAD TO SPRING GARDEN STREET
CONTRACT SHEET
CF
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
PRELIMINARY DESIGN
DO NOT USE FOR
CCN STRU CTION
STREAM
ENHANCEMENT
N' orr`xOM
REVISTONS
TYPE CONTRACT ONTRACTOR AS -BUILT
AUTH.. DATE
BENC4i MARKS
JDB t:D.P-056<`rQW-05544A-04
CITY OF GREENSBORO
Wo docs L together wnh the oonaepts WA dseagne
oe art of evi3ca, ie inkpm od.
■
,�_���,��.>n
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NEERING
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DOWNTOWN GREENWAYDPHASE &
oder nn
N outhorizat%on unE adoption by Wiriey-Ham and Assacalee, 6x,
eri9�rs.�nr-r-oz
WATER
CtCKEO HY
Copyright Kimley—Horn and Associates. Inc., 2018
©„
SIDEWALK
SCALE. SEE SCALE SAB
A&Y GREENWAY
SR-14OF" SR 20

PLANTING PLAN LEGEND
® ZONE i — LIVE STAKE PLANTINGS
® ZONE 2 — BANKFULI_ PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
® ZONE 4 -- UTILITY EASEMENT PLANTINGS
ZONE 5 — DEBRIS AND INVASIVES REMOVAL
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TFTs dow n.4 tog0w *th tt» cenesyta and designs r�asFeo N n$ ¢-ice ar: REVISIONS
prreea ed h�eix, as on instrument of eanioe. fs Ntendad an'Y ■
prpoopsarnc�hR.aeprepoed. Kim ey>>>Horn-�-62--
R,s.
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evthad-V.n and ad Horn and JU oaatss, ho. wwx�+�xrcmru rsrrxiw zn;,
Copyright Kimley--Horn and Associates, Inc.. 2018 �z,e
SECTION 2: MCGFF STRFET TO MARKET STREET
SEKER I I I I I I DETAYLEo
CCITRACT SHEET
6F _
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
v m
r� STREAM
ENHANCEMENT
05644A-04 CITY OF GRFENSBORO
BY tut ENGINEERING DIVISION
BY DOWNTOWN GREENWAY PHASE 4 & SxEEriro.
E BAR A&Y GREENWAY SR-tso� ss-sa

PLANTING PLAN LEGEND NOTES:
® ZONE 1 —LIVE STAKE PLANTINGS 1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
® ZONE 2 — BANKFULL PLANTINGS UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS — L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
® ZONE 4 — UTILITY EASEMENT PLANTINGS
ZONE 5 — DEBRIS AND INVASIVES REMOVAL
r
C11N111ICT SHEET
S'
Wz/; l f : /. , i ,E — tl i1 1�� �.�!^ — _ 'l u' 'f/J / J / / /.�• �li
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PFfPAa�p n n� esus cc
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PRELIMINARY DESIGN
fa t~A epe Ya ppp..and a6enl for ehzh .ae a
�-rrEsv£ r s�yieeo�
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Ms¢rin en.z;ay
Copyright Kimley-Horn and Associates, Inc., 2018
cprse
SECTION 2: MCCEE STREET TO MARKET STREET
Ro
SE
WA
ST
RENCH MARKS
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCnoN
STREAM
ENHANCEMENT
,Toa r,•o.P-Qss<s-04/P-aesa<A-0<
CITY OF GREENSBORO
ENGINEERING DIVISION
aFsts.NFr By JLR
DETAILED
BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GRE€NWAY
SHEET NB.
cHEacEB $y
SR -1s CF 59-20
CHALK: SEE SCALE BAR

PLANTING PLAN LEGEND
® ZONE 1 — LIVE STAKE PLANTINGS
® ZONE 2 — 13ANKFULL PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 — UTILITY EASEMENT PLANTINGS
ZONE 5 — DEBRIS AND INVASIVES REMOVAL
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
C0.M1,11I SNEEI
0r
SECTION 3: MARKET STREET TO THE GREENSBORO THEATER
Ri
Wi chum taVDw •Ah the oor pta -d &.7. vsBbaFn `� aFP rF REYISIONS TYPE= CONTRACT
prea-n!¢d Mrein, ea en �atrvnwnt a! ¢-mica, h 05ff p -d, ■ �SEKEFI
Y
!or the ¢pacJ'� pwq-e ail dent !or which R raw We k vr% esr�Fa�i icrtzr sw*ea x
H..aa a� qap�e Fi by � . delle! .�t .— Kim ey>>> Horn Fuo�—F�
avlhorizetian ared adaytion d! (Grid-y—Han orifi Afsodataa, he.
Rr civ. rrrsw Copyrighk Kimlay-Horn and Associales. Inc., 2018 n�W ,
BENCH
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
uoU44A-Us CITY OF GREENSBORO
eY Jut ENGINEERING DI VISION
BY DOWNTOWN GREENWAY PHASE 4 & SHEET NO.
BY
s. A&Y GREENWAY I SR -1701' SR -20

PLANTING PLAN LEGEND
® ZONE 1 LIVE STAKE PLANTINGS
® ZONE 2 — BANKFULL PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
OM ZONE 4 — UTILITY EASEMENT PLANTINGS
EM ZONE 5 — DEBRIS AND INVASIVES REMOVAL
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
SECTION 4: GUILFORD AVENUE TO SMITH STREET
Cn
COYTPACT SHEET
OF
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAA!
ENHANCEMENT
Pao drFE pF ,�pg f;p-P-65fi45-64/P-p5fi4<A-0< CITY OF GREENSBORO
T . douanant, toglV— .ith L. c pta and d..k s REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT RUTH- LATE BENCH MARKS
presmled here'v+. as wi Hratn a -t of e_hkh rs .. P, P Dray ■ pESIGNEfl &Y JLM
for ih. rpecfe purpose oM a6aM for rhitl, ,Z •aa prepared. ncu:�s,ss,s RpAp#AY
Fea�a and W. doa�rrrmt •lhout{- Kim ey>>> Horn �, r�,a�sr-swtE SES ENGINEERING QI VISION
a Qwlza4an and _ wing.. NoI
r by and Assn and s,5 Inc.. 0 wATEA fJETATLEp BY DOWNTOWN GREENWAY PRASE 4 &
Flrr�,�r ear-rn� SHEET NO.
Copyright Kirnley—Horn and Associates, Inc., 2018 ©n,a crlt=cacao BY
scc watts A&Y GREENWAY SR -550F N-70scA�E: SEE SCALE BAR

PLANTING PLAN LEGEND
® ZONE i — LIVE STAKE PLANTINGS
® ZONE 2 — BANKFULL PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 — UTILITY EASEMENT PLANTINGS
ZONE 5 — DEBRIS AND INVASIVES REMOVAL
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L--506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS,
SECTION 4: GUILFORD AVENUE TO SMITH STREET
TH. dotal k lo.7ether .;th the temple and desgn>t P '+.moo n 1t€ ancf pF:
presth. s e6r. r an imt awA al service, i intended aMy ■
tar o p�96, atF, C&Vlk,a,h+dl d roe VA ,R Kimsey>>> Horn IF�.a_��z.�
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a ilrorizak;an and ption lry lariley—Hom and Aesoclahx Enc- rx Ex tiw nlotiv�-Ew ]aril
copyright Wmley—Horn and Associates, fnc., 2018 oe r," "�"
©nle
Na, P-05E45—L14fP-x5644 A-
F,}tEa 9Y "
BY
SCALE E
C O.ACT SHFET
OF
J PRELIMINARY DESIGN
I! DO NOT USE FOR
CONSTRUCTION
STREAK!
ENHANCEMENT
CITY OF CREENSBORO
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 8t s1eEr r,o.
A&Y GREENWAY 5q-19 QF SR -20

PLANTING PLAN LEGEND
® ZONE 1 — LIVE STAKE PLANTINGS
® ZONE 2 BANKFULL PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 UTILITY EASEMENT PLANTINGS
ZONE 5 — DEBRIS AND INVASIVES REMOVAL
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L--506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
CONTRACT SKEET
OF
Th" 4a k foyefher ■43h the oanocpfa and desgna FRpPAFE w � arra aF
presented h*v4% oe an 6�ekniment of senicy, h intended o* ■
fa the sped purpose and a�enl for riGch A as �e Ki mley>>> Horn
${,
Remi of and ilnpropsr re�ancs m lMa docunw�k edhavt rrtllen .x, rntx�a� �sr-umesa
auingizatipn and ado7l+an try �ei—�^ d Ass Wd A lnc. axfr:a w.am SIT,
Copyright Wrnley—Horn and Assoc#ales, Inc., 2018
©x:s
00-0
PRELIMINARY DESIGN j
DO NOT USE FOR jl
CON STRUClioN
STREAM
ENHANCEMENT
+'.roa�-uar r-ux<AA-aS CITY OF GREENSBORO
lar dffl ENGINEERING DIVISION
17Y
DOWNTOWN GREEN WAY PHASE 4 & sReer Na.
er
SEE SCFLE 6AA A&Y GREENWAY est -200F s,R-20