20170650 Ver 1_401 Application_20170525

CAROLINA
INC.
3040 NC Hwy 42 West; Clayton, NC 27520
IM
ECOSYSTEMS, C• P:919-3 10PA 5570
May 19, 2017
Mr. Dave Bailey
Raleigh Regulatory Field Office(3 6 5 10
US Army Corps of Engineers 2 0 1 7 Mgy�S�
3331 Heritage Trade Drive, Suite 105 -Ql
Wake Forest, North Carolina 27587
RE: Pre -Construction Notification: Nationwide Permit 27 & General Certification No. 408 'fes
Steelman Park - Stream Restoration
City of Greensboro, Guilford County, North Carolina
Dear Mr. Bailey:
Carolina Ecosystems, Inc., on behalf of the City of Greensboro and their engineering team of
Davis, Martin, & Powell, Inc. and Jewell Engineering Consultants, PC, has prepared the attached
pre -construction notification (PCN) for the above referenced project for a Clean Water Act
Section 404 Nationwide Permit 27 and a Section 401 Water Quality Certification No. 4087. The
City of Greensboro is proposing to restore a section of Mile Run Creek and an unnamed tributary
to Mile Run Creek in Steelman Park.
As part of the Steelman Park Master Plan, the City of Greensboro is proposing a stream
restoration project within the park's boundary. The proposed project involves restoring 447
linear feet of Mile Run Creek to 430 linear feet and 195 linear feet of an UT to Mile Run Creek
to 200 linear feet, <0.01 acre of wetland enhancement, and stream buffer enhancement (see
stream restoration plan for details). Both streams are urban streams that are experiencing
channel overwidening, bank failures, ineffective sediment transport, and loss of pools. The
restoration work proposes minor adjustments to the stream alignment with the proposed
channels: bankfull benches and gentler terrace slopes would be constructed and vegetated; areas
along the bank will require the removal of invasives and the reestablishment of buffer vegetation;
and grade control structures will be added to the stream bed to create more stable stream
channels. Appropriate riffle -pool sequence and proper substrate will be restored. Sediment and
erosion control measures approved by the NC Department of Environmental Quality, including
installation of coffer dams in the impact areas, will be implemented throughout the project area.
The restored linear feet for Mile Run Creek will be less than existing channel due to reducing the
curvature of the tight bends in the existing channel. The tight bends are currently unstable,
causing significant erosion, and therefore will be modified to a more appropriate stream pattern
to provide more stability to the stream banks.
Mile Creek Run and its UT are located on the USGS map and/or Guilford County soil survey
map, and therefore, are protected by buffers established through the Jordan Lake Buffer rules.
However, a buffer authorization is not required since the activities for the proposed project are
considered "Exempt" based on the Jordan Lake Buffer Table of Uses.

ti
Mr. Dave Bailey
May 19, 2017
Page 2 of 2
The preceding information, along with the enclosed PCN, USGS map, site photos, and stream
restoration plans are being submitted for your review of this project. If you have any questions,
concerns, or need to schedule a site visit, please call me at 919-606-1065 or email me at
[e-mail].
Sincerely,
Carolina Ecosystems, Inc.
1
Philip May
Senior Environmental Scientist
cc: Karen Higgins, NCDWR, 401 & Buffer Permitting Unit
Steven Drew, City of Greensboro Water Resources Department
Andy Larrick, P.E., Davis, Martin, & Powell, Inc.
Cindy Lancaster, P.E., CFM, Jewell Engineering Consultants, PC
Attachments: PCN
USGS Map
Site Photos
Stream Restoration Plans
Check to NCDWR

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
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: 27 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
7Nyes
❑ No
1 d.
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
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 bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Steelman Park Stream Restoration
2b.
County:
Guilford
2c.
Nearest municipality / town:
Greensboro
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Greensboro
�S /�'►�
e
3b.
Deed Book and Page No.
Deed book 2450 Page 46
3c.
Responsible Party (for LLC if
applicable):
Steven D. Drew, Director of Water Resources Department
3d.
Street address:
P.O. Box 3136
3e. City, state, zip:
Greensboro, NC, 27402
3f.
Telephone no.:
336-373-7779
3g.
Fax no.:
336-373-3119
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Phil May
5b. Business name
(if applicable):
Carolina Ecosystems Inc.
5c. Street address:
3040 NC Hwy 42 West
5d. City, state, zip:
Clayton, NC 27520
5e. Telephone no.:
[phone]
5f. Fax no.:
(919)-585-5570
5g. Email address:
[e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
PIN 7864 11 4324
1 b. Site coordinates (in decimal degrees):
Latitude: 36.0590 Longitude: - 78.8070
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
4.18 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Mile Run Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -V; NSW
2c. River basin:
Cape Fear
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:
Existing site is currently urban residential park with mostly open grassed areas with few trees.
3b. List the total estimated acreage of all existing wetlands on the property:
0.01 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
770 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the project is to provide stream restoration and wetland and buffer enhancement in and along Mile Run
Creek and its unnamed tributary within Steelman Park, Greensboro, NC.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project involves the restoration of 630 linear feet of perennial streams in Steelman Park, Greensboro, NC. The work
involves demolition, grading, installation of in -stream structures, erosion control, and planting (see attached stream
restoration plan for details). One small wetland and the stream buffers will also be enhanced. Invasive species removal
will be implemented. Standard mechanical construction equipment will be used. Construction will not commence until
sediment and erosion control plan has been approved.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes [-I No El Unknown
project (including all prior phases) in the past?
Comments: Preliminary JD requested February 27, 2017.
4b. If the Corps made the jurisdictional determination, what type
® Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Carolina Ecosystems Inc.
Name (if known): Brian Smith
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
No preliminary JD was received. The preliminary JD will be issued during permitting based upon conversation with
USACE.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
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) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ® T
Restoration
Non -tidal
freshwater marsh
❑ Yes
® No
® Corps
❑ DWQ
<0.01
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W7 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
<0.01
2h. Comments: See stream restoration plan for details.
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) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
Restoration
Mile Run Creek
® PER
❑ INT
® Corps
❑ DWQ
10
447
S2 ❑ P ®T
Restoration
UT to Mile Run
Creek
® PER
❑ INT
® Corps
❑ DWQ
5
195
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
642
Comments: S1 restored to 430 linear feet, S2 restored to 200 linear feet. See stream restoration plan for details
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet)
Pond ID Proposed use or purpose
number of pond
Flooded I Filled I Excavated Flooded I Filled I Excavated
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
Upland
(acres)
Flooded
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWO)
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.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temporary T impact
B1 ❑P❑T
B2 ❑P❑T
B3 ❑P❑T
6i. Comments:
❑ Neuse ❑ Tar -Pamlico ❑ Other:
❑ Catawba ❑ Randleman
6e. I 6f. I 6g.
Buffer
Stream name mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square fei I (square feet)
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Due to the nature of the stream restoration project, stream impacts are necessary. Efforts to minimize impacts during design
include keeping the stream as close to the existing channel to reduce bank grading.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures will be implemented according to NC requirements, and approved by NCDEQ prior to
implementation. Jurisdictional areas that are not permitted to be impacted and are adjacent to construction areas will be
clearly marked with protection fencing or other similar method to avoid inadvertent encroachment. A pump around system will
be utilized while construction and grading is occurring in the stream. Copies of the issued permits and impact areas will be
provided to the prime contractor and all subcontractors working in or near jurisdictional areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. 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:
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.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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?
❑ 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
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
0
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes No
Comments: Buffers will be enhanced and no increase in stormwater will occur.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: No increase of imperviousness will occur
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
El USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWO 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.
The project is not anticipated to promote additional development. It is completely located in an established urban park.
4. Sewage Disposal (DWO 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.
No wastewater will be produced from this project.
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Endangered
15 Species and Designated Critical Habitat (Corps Requirement)
l 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 j
® Yes ❑ No
impacts?
® 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?
USFWS Websitehttp://www,fws.gov/raleigh,,'species/cntylist/wake.htm1, for Guilford County, North Carolina Natural
Heritage
Program GIS data updated January 2017, and onsite habitat review.
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?
NOAA EFH mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑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 Map Service http:.,/gis.ncdcr.gov/hpoweb!
National Register of Historic Places http://www.nps.gov/nr/research/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Program
http:,!/Www.ncf loodmaps.com/
,r y
k�t
Applicant/Agent's Printed Name
I
A licant/A ent's Signature
9 g
Date
(Agent's signature is valid only if an authorization letter from the applicant
i
is provided.)
I j
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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STEELMAN PARK
STREAM RESTORATION
CITY OF GREENSBORO
ENGINEERING DIVISION
DAVIS, MARTIN, POWELL NO. 150040 (BF)
JEC PROJECT NO. 15-039-026
MARCH 2017
VICINITY MAP
SHEET
DESCRIPTION
1.0
COVER SHEET & VICINITY MAP
1.1
i
2.0
EXISTING CONDITIONS
3.0
DEMOLITION PLAN
4.0
Av
4.1
STREAMBANK STABILIZATION PLAN - MILE RUN CREEK
4.2
STREAMBANK STABILIZATION PLAN - TRIBUTARY
5.0
PLANTING PLAN
6.0
EROSION AND SEDIMENT CONTROL PLAN (TBD)
7.0
DETAILS
7.1
DETAILS
7.2
DETAILS
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NOT TO SCALE _
STEELMAN PARK
STREAM RESTORATION
CITY OF GREENSBORO
ENGINEERING DIVISION
DAVIS, MARTIN, POWELL NO. 150040 (BF)
JEC PROJECT NO. 15-039-026
MARCH 2017
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
•
•
Know what, below.
Call before you dig.
Dial 8.1-1
City of nsln ground
GDOT
NPDES
General Permit
Applies
DISTURBED AREA =
XXX Acres
PRELIMINARY DESIGN
n KLWDKINS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCHMARKS JOB N0. 150040
DAVIS • MARTIN • 1-OWELL CITY OF GREENSBORO
KRIS EWELL ENGINEERS & SURVEYOR Sdmp ROADWAY
KRIS BASS DESIGNED BY: ENGINEERING DIVISION SHEET 1.0
I Ifl IIYB 19 SEWER
IV ENGINEEFINO CONSULTANTS, PC sa+sOD RJwK RD, HCH POINT. NC zr� WATER CONST. SURVEY BY STEELMAN PARK STREAM RESTORATION SHEET NO.
T13761,B5-Yezt F. 133fi1 ee64a5e I xww.DNP-wc COM ucENse Fa2as CHECKED BY COVER SHEET &VICINITY MAP
SIDEWALK SCALE: 1 OF t i
SHEETINDEX
SHEET
DESCRIPTION
1.0
COVER SHEET & VICINITY MAP
1.1
NOTES, ABBREVIATIONS, AND LEGEND
2.0
EXISTING CONDITIONS
3.0
DEMOLITION PLAN
4.0
STREAMBANK STABILIZATION PLAN - SCHEMATIC
4.1
STREAMBANK STABILIZATION PLAN - MILE RUN CREEK
4.2
STREAMBANK STABILIZATION PLAN - TRIBUTARY
5.0
PLANTING PLAN
6.0
EROSION AND SEDIMENT CONTROL PLAN (TBD)
7.0
DETAILS
7.1
DETAILS
7.2
DETAILS
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
•
•
Know what, below.
Call before you dig.
Dial 8.1-1
City of nsln ground
GDOT
NPDES
General Permit
Applies
DISTURBED AREA =
XXX Acres
PRELIMINARY DESIGN
n KLWDKINS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCHMARKS JOB N0. 150040
DAVIS • MARTIN • 1-OWELL CITY OF GREENSBORO
KRIS EWELL ENGINEERS & SURVEYOR Sdmp ROADWAY
KRIS BASS DESIGNED BY: ENGINEERING DIVISION SHEET 1.0
I Ifl IIYB 19 SEWER
IV ENGINEEFINO CONSULTANTS, PC sa+sOD RJwK RD, HCH POINT. NC zr� WATER CONST. SURVEY BY STEELMAN PARK STREAM RESTORATION SHEET NO.
T13761,B5-Yezt F. 133fi1 ee64a5e I xww.DNP-wc COM ucENse Fa2as CHECKED BY COVER SHEET &VICINITY MAP
SIDEWALK SCALE: 1 OF t i

STANDARD SITE ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
MAX
MAXIMUM
AC
ACRES
MB
MAIL BOX
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
MED
MEDIAN
ALBC
ALUMINUM BOX CULVERT
MH
MANHOLE
APPROX
APPROXIMATE
MIN
MINIMUM
ASPH
ASPHALT
MJ
MECHANICAL JOINT
ASTM
AMERICAN SOCIETY FOR TESTING MATERIALS
MON
MONUMENT
Ave
ASPHALT VALLEY CURB
MTL
METAL
AWWA
AMERICAN WATER WORKS ASSOCIATION
MUTCD
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
B -B
BACK OF CURB TO BACK OF CURB
MW
MONITOR WELL
BL
BASELINE
N/A
NOT APPLICABLE
B/L
BASELINE
NAD 27
NORTH AMERICAN DATUM 1927
BLDG
BUILDING
NAD 83
NORTH AMERICAN DATUM 1983
BM
BENCHMARK
NEIL
NORTH BOUND LANE
BOC
BACK OF CURB
NC
NORMAL CROWN
BOL
BOLLARD
NC GRID
NORTH CAROLINA GRID
BVC
BEGIN VERTICAL CURVE
NCDENR
NORTH CAROLINA DEPARTMENT
BW
BARB WARE
OF ENVIRONMENT AND NATURAL RESOURCES
NCOOT
NORTH CAROLINA DEPARTMENT
C&G
CURB AND GUTTER
OF TRANSPORTATION
CAN
CABLE TELEVISION
NCGS
NORTH CAROLINA GEODETIC SURVEY
CAP
CORRUGATED ALUMINUM PIPE
NEMA
NATIONAL ELECTRICAL
CB
CATCH BASIN
MANUFACTURERS ASSOCIATION
CBL
CABLE
NIP
NEW IRON PIPE
CFS
CUBIC FEET PER SECOND
NO.
NUMBER
CHL
CHAIN LINK
NTS
NOT TO SCALE
CI
CURB INLET
.P
CAST IRON PIPE
0/C
ON CENTER
CA
CENTERLINE
OUTSIDE DIAMETER
CM
CONCRETE MONUMENT
OH
OH
OSHA
OVERHEAD
OCCUPATIONAL SAFETY AND
CMP
CORRUGATED METAL PIPE
HEALTH ADMINISTRATION
CO
CLEAN OUT
OVH
OVERHANG
COM
COMMUNICATION
CONCCONCRETE
P/A
PARKING AREA
CONSTR
CONSTRUCTION
PC
POINT OF CURVATURE
CONTR
CONTRACTOR
PCBC
PRECAST CONCRETE BOX CULVERT
COR
CULV
CORNER
CULVERT
PCC
POINT OF COMPOUND CURVATURE
CW
CHILLED WATER
PED
PI
PEDESTAL
POINT OF INTERSECTION
PINC
POINT OF INTERSECTION NO CURVE
DCV
DELTA
DETECTOR CHECK VALVE
PIV
R
POST INDICATOR VALVE
DDCV
DOUBLE DETECTOR CHECK VALVE
POC
PROPERTY LINE
POINT ON CURVE
L
DROP INLET
POS
POINT ON SPIRAL
DIAMETER
POT
POINT ON TANGENT
0
DAMETER
PP
POWER POLE
DIP
DUCTILE IRON PIPE
PRC
POINT OF REVERSE CURVATURE
DPC
DUKE POWER COMPANY
PSI
POUNDS PER SQUARE INCH
DRW
DRIVEWAY
PT
POINT OF TANGENCY
DW
DOMESTIC WATER
PVC
POLYVINYL CHLORIDE
EBL
EAST BOUND LANE
PVI
POINT OF VERTICAL INTERSECTION
EG
EXISTING GRADE
PVMT
PZ
PAVEMENT
PIEZOMETER
EIP
EXISTING IRON PIPE
ELEC
ELECTRIC
R
RADIUS
EL
ELEVATION
R/W
RIGHT OF WAY
ELEV
ELEVATION
RCP
REINFORCED CONCRETE PIPE
EM
ELECTRIC METER
RETW
RETAINING WALL
EDP
EDGE OF PAVEMENT
REV
REVISED
ESMT
EASEMENT
RJ
RESTRAINED JOINT
EVC
END VERTICAL CURVE
RPZ
REDUCED PRESSURE ZONE
EX
EXISTING
RT
RIGHT
EXT
EXTENSION
RWM
RIGHT OF WAY MONUMENT
FES
FLARED END SECTION
FFE
FINISHED FLOOR ELEVATION
SAN
SANITARY
FG
FINISHED GRADE
SS
SOIL BORING
FH
FIRE HYDRANT
SBL
SOUTH BOUND LANE
FL
FLOOD LIGHT
SO
STORM DRAIN
FNC
FENCE
SHT
SHEET
FOC
FACE OF CURB
SIA
SIAMESE CONNECTION
FPS
FEET PER SECOND
SIG
SIGNAL
FT
FOOT (OR) FEET
$
SETBACK UNE
FOOT (OR) FEET
SP
SIGNAL POLE
SPECS
SPECIFICATIONS
GALV
GALVANIZED
SS
SANITARY SEWER
GB
GRILL BASIN
STA
STATION
GC
GENERAL CONTRACTOR
STD
STANDARD
GL
GAS LINE
STM
STORM
GM
GAS METER
SW
SIDEWALK
GPM
GALLONS PER MINUTE
GR
GRADE
T
TANGENT
GRV
GRAVEL
T/
TOP
GV
GATE VALVE
TBM
TEMPORARY BENCHMARK
GSV
GAS VALVE
TCP
TERRA COTTA PIPE
GW
GUY WARE
TEL
TELEPHONE
H
HORIZONTAL
TEMP
TEMPORARY
He
HANDICAP
TOC
TOP OF CURB
HCP
HANDICAP PARKING
TOE
TOE OF SLOPE
HCR
HANDICAP RAMP
TOP
TOP OF SLOPE
HOPP
HDPP
TOW
TOP OF WALL
HDW
HEADWALL
TP
TELEPHONE POLE
HP
HIGH POINT
TRANS
TRANSFORMER
HT
HEIGHT
TYP
TYPICAL
ID
INSIDE DIAMETER
U/C
UNDER CONSTRUCTION
IN
INCH (OR) INCHES
U/G
UNDERGROUND
INCH OR INCHES
UP
UTILITY POLE
IN/HR
INCHES PER HOUR
INV
INVERT
V
VERTICAL
ISL
I SLAND
VC
VERTICAL CURVE
ITL
INDEPENDENT TESTING LABORATORY
VCP
VITREOUS CLAY PIPE
JB
JUNCTION BOX
W/
WITH
W13L
WEST BOUND LANE
L
LENGTH
WL
WATER LINE
LF
LINEAR FEET
WM
WATER METER
LGT
LIGHT
WV
WATER VALVE
LP
LIGHT POLE
WW
WOVEN WARE
LS
LANDSCAPED
LT
LEFT
LOC
LOCATION
GENERAL NOTES:
1. ALL WORK SHALL BE PERFORMED I N ACCORDANCE HATH THE MOST RECENT VERSION OF THE C ITY OF GREENSBORO'S TECH NICAL SPECIFICATIONS AND
CONSTRUCTION STANDARDS, AND IN ACCORDANCE WITH APPROVED PLANS BY THE ENGINEER. WHERE CONFLICTS ARISE. THE FINAL AUTHORITYSHALL BE THE
CITY.
2. ALL COORDINATES ARE BASED ON NAD 83(200]) AND ALL ELEVATIONS ARE BASED ON NAVD 88.
3. CONSTRUCTION ANNOR DEMOLITION ACTIVITY. INCLUDING LOADING AND UNLOADING OF MATERIAL, IS PROHIBITED BEFORE T AM AND AFTER TPM MONDAY
THROUGH FRIDAY. NO WORK IS PERMITTED ON WEEKENDS OR HOLIDAYS.
4, ALL CONTRACTORS SHALL BE PROPERLY LICENSED UNDER NC STATE LAWS GOVERNING THEIR TRADE.
5. CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH ACTUAL CONDITIONS, AND SHALL VERIFY EXISTING CONDITIONS IN THE FIELD.
8. CONTRACTOR HEREBY WARRANTS HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE CITY AGAINST ANY DEFECTS DUE TO
FAULTY MATERIALS OR WORKMANSHIP. SEE SPECIFICATION FOR PUNTING WARRANTIES,
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PUBLIC SAFETY ON THE SITE DURING THE PERIOD OF CONSTRUCTION, INCLUDING WEEKEN DS AND
HOLIDAYS,
S. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE CITY FACILITIES. SHOULD
DAMAGES OCCUR, THE CONTRACTOR SHALL AT HIS OM EXPENSE REPAIR IMMEDIATELY TO THE SATISFACTION OF THE CITY AND THE ENGINEER.
9, CONTRACTOR SHALL HOLD HARMLESS THE CITY AND THE ENGINEER FOR DAMAGES. INJURIES. OR OTHER ACCIDENTS WHICH OCCUR DURING THESE
CONSTRUCTION ACTNITIES.
—CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE, INCLUDING BUT NOT LIMITED TO: HIS EQUIPMENT. COMPLETED WORK,
STAGED MATERIALS. AND SITE ACCESS BY AUTHORIZED AND UNAUTHORIZED PERSONS.
11.CONTRACTOR SHALL NOT LEAVE ANY EXCAVATION OPEN OR UNPROTECTED DURING NONWORKING HOURS. THE CONTRACTOR SHALL UTILIZE FENCES, SIGNS,
BARRICADES. AND APPROPRIATE MEANS AS NECESSARY TO ENSURE THE SAFETY OF BOTH AUTHORIZED AND UN -AUTHORIZED PERSONS MO ENTER THE SITE.
12 CONTRACTOR SHALL ENSURE THAT ALL TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION.
1000NTRACTOR SHALL BE RESPONSIBLE FOR SCHEOU LING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT TME JOB SITE.
14CONTRACTOR SHALL ENSURE THAT ALL WORK SHALL BE PERFORMED ACCORDING TOCURRENT OSHA SAFETY REGULATIONS. CONTRACTOR SHALL PROVIDE
SAFETY TRAINING CERTIFICATION DOCUMENTATION IF REQUESTED BY THE CITY.
—CONTRACTOR SHALL COORDINATE WITH THE ENGINEER, THE CITU. AND ADJACENT PROPERTY OWNERS AS REQUIRED FOR WORK ON PRIVATE PROPERTY. IF
APPLICABLE.
18.0ONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS SHONM ON PLANS AND SHALL VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF
DIFFERENCES ARE FOUND. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT MODIFICATIONS CAN BE MADE. VERTICALANDHORIZONTAL
TOLERANCES FOR STREAM STRUCTURES IS DA FT
17 THE FINAL LOCATION AND ALIGNMENT OF ALL IMPROVEMENTS SHALL BE APPROVED BY THE PROJECT ENGINEER.
18MATERIALS LISTS ARE PROVIDED AS AN APM-MIATION ONLY. CONTRACTOR SHALL INDEPENDENTLY VERIFY THE NUMBER AND AMOUNT OF STONE, BACKFILL,
OR OTHER ITEMS NECESSARY TO PROPERLY COMPLETE THE JOB,
19 THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND DISPOSING OF ANY MAN-MADE MATERIALS, DEBRIS GREATER THAN 31NCHES IN DIAMETER OR 2 FEET
IN LENGTH, OR OTHER ITEMS THAT LIE WTHIN THE CONSTRUCTION LIMITS. AS REQUESTED BY THE PROJECT ENGINEER.
20, CONTRACTOR SHALL MAINTAIN A SET OF ANNOTATED DRAWINGS SHOWING ANY FIELD CHANGES TO THE PROJECT. THE CONTRACTOR IS NOT AUTHORIZED TO
MAKE FIELD CHANGES WITHOUT THE APPROVAL OF THE ENGINEER.
21 UTILITIES WERE LOCATED BASED ON FIELD MARKINGS PROVIDED BY 611 ONE -CALL NO SUBSURFACE LOCATIONS HAVE BEEN PERFORMED. ALL
SUBSURFACE UTILITY LOCATIONS ARE APPROXIMATE.
22, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFYING APPROPRIATE UTILITY PROVIDER OF ANY
CONFLICTS, ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT ANY KNONM AND UNKNOWN
UNDERGROUND FEATURES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY IF UTILITY INFORMATION IS DISCOVERED THAT NIOULD
NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
20. WTHIN THE WORK AREA, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND ELEVATION ADJUSTMENTS OF ANY EXISTING VAULTS (REGARDLESS OF
FUNCTION). METER BOXES. FIRE HYDRANTS, CLEAN OUT., MANHOLES. ETC. TO MATCH FINISHED GRADES AND SITE PLAN, ALLSUCHMIKSHALLBE
COORDINATED WITH THE ENGINEER PRIOR TO PERFORMING ADJUSTMENTS.
21. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE PROJECT FROM EFFECTS OF FLOOD AND STORM EVENTS, INCLUDING BUT NOT LIMITED TO
WORK IN PROGRESS, COMPLETED WORK EQUIPMENT, MATERIALS, UTILITIES, WITHIN THE PROJECT AREA OR AFFECTED BY THE PROJECT OR DAMAGED AS A
RESULT OF THE PROJECT.
22. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
23. TRAFFIC CONTROL DEVICES, SIGNS, SIDEWALK CLOSURES, ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY DOT STANDARDS,
24. THE CONTRACTOR S REQUIRED TO FURNISH, INSTALL, RELOCATE. AND MAINTAIN ALL TRAFFIC CONTROL MEASURES (SIGNS, BARRICADES, ETC.) FOR WORK
SITESASREQUIRED, THE LOCATION AND POSITIONING OF THESE TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER,
GENERAL CONSTRUCTION NOTES.
1, ALL EROSION CONTROL MUST BE SETUP AND INSPECTED PRIOR TO COMMENCEMENT OF GRADING
OPERATIONS, CONTACT THE NANSTON SALEM REGIONAL OFFICE OF NCDEO TO SCHEDULE A PRE -CONFERENCE
PRIOR TOCOMMENCEMENTOFCONSTRUCTION ACTIVITIES, PHONE NUMBER 335.TA&N.
2. ALL SLOPES SHALL BE SEEDED AND STABILIZED WITH A DENSE COVERAGE OF GRASS. ANY EXPOSED OR
RARE SLOPES SHALL BE RESEEDED OR PROTECTED WITH EROSION CONTROL MATTING. EROSION CONTROL
MATTING SHALL MEET THE REQUIREMENTS OF ROLANKA COIR MAT 70 AND INCLUDE OPENINGS OF NO MORE
THAN 05 INCHES.
3. ALL BACKFILL SHALL BE SUITABLE FOR PLANT GROWTH AND GENERALLY FREE OF DEBRISOR OTHER
MATERIAL GREATER THAN 21NCHES IN SIZE.
4. ALL ELEVATIONS AND CHANNEL DIMENSIONS SHALL BE MET WTHIN A TOLERANCE OF 01,
S. STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWNG COMPLETED AREAS
OF CONSTRUCTION. SPECIFIC SEEDING REQUIREMENTS ME PROVIDED IN THE PLANTING PLAN.
6, PROVIDE TEMPORARY OR PERMANENT GROUNDOOVER ON ALL EXPOSED AREAS WITHIN 7 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING, PROVIDE A PERMM ENT GROUNDCOVER FOR ALL
DISTURBED AREAS WITHIN 14 WORKING DAYS OR WITHIN AIV CALENDAR DAYS (AJH ICH EVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER
EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (W) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL
BE REPAIRED OR REPLACED, AS NECESSARY
8. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF THE
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE
BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
CONTROL EROSION ANDX)R OFFSITE SEDIMENTATION, ALL TEMPORARY CONTROL DEVICES SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
9, THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD OFF SITE AREAS,
THE CONTRACTOR SHALL DAILY REMOVE MUDs01L FROM PAVEMENT, M MAY BE REQUIRED.
LEGEND
------------- SEWER
OVERHEAD WIRE
FENCE
LIMITS OF DISTURBANCE
TREE UNE
TEMP SILT FENCE
TEMP PROTECTION FENCE
QS
MANHOLE
v
SIGN
O
TREE
O
GUY WIRE
CIO
POWER POLE
PROJECT NARRATIVE
THIS PROJECT INVOLVES THE RESTORATION OF 630 LINEAR FEET OF PERENNIAL STREAMS. THE SITE
IS LOCATED AT STEELMAN PARK IN GREENSBORO, NC, THE WORK INVOLVES DEMOLITION, GRADING,
INSTALLATION OF IN -STREAM STRUCTURES, EROSION CONTROL, AND PLANTING. ALL WORK SHALL
BE SUBJECT TO THE DIRECTION AND INSPECTION OF THE PROJECT ENGINEER.
MATERIALS ESTIMATES
DEMOLITION:
PATHWAY REMOVAL = 550 LINEAR FEET
PEDESTRIAN BRIDGE = 1
STREAM RESTORATION'
STREAM RESTORATION = 630 UNEAR FEET
GENERAL EXCAVATION 400 CY
IN -STREAM STRUCTURES:
CONSTRUCTED RIFFLES 15
REINFORCED RIFFLE = 1
DOUBLE DROP CROSS VANE = 1
CROSS VANE = 1
SINGLE ARM VANE = 2
BOULDER DROPS = 2
TEMPORARY SEEDING AND AMENDMENTS'
WETLAND SEEDING = 0.5 AC
WETLAND PLUGS = 2,000
SHRUBS =90
TREES = 17
ASPHALT PATH:
V ASPHALT PATH = 284 LF
TASK UST/CONSTRUCTION SEQUENCING
1) SET-UP ALL EROSION CONTROL.
2) INSTALL TEMPORARY SAFETY FENCE AROUND LIMITS OF DISTURBANCE.
3) LOCATE AND SETUP TEMPORARY STOCKPILE AREA.
4) COMPLETE DEMOU TION ACTIVITIES.
4) BEGIN STREAM RESTORATION ACTIVITIES ON THE TRIBUTARY.
5) COMPLETE TRIBUTARY STREAM RESTORATION AND REQUEST AN INSPECTION
FROM THE PROJECT ENGINEER.
6) COMPLETE TRIBUTARY BANK STABILIZATION, SEEDING, AND MATTING.
7) BEGIN STREAM RESTORATION ACTIVITIES ON THE MAIN STEM.
8) COMPLETE MAIN STEM STREAM RESTORATION AND REQUEST AN INSPECTION
FROM THE PROJECT ENGINEER.
9) COMPLETE MAIN STEM BANK STABIUZATION, SEEDING, AND MATTING.
10) COMPLETE CONSTRUCTION OF NEW PATHWAY.
11) COMPLETE ALL PLANTING AND BEGIN MAINTENANCE ACTIVITIES.
12) APPLY TEMPORARY AND PERMANENT SEED AND STRAW TO ANY REMAINING
DISTURBED AREAS.
13) REMOVE TEMPORARY EROSION CONTROL MEASURES.
ANY DISTURBED AREA THAT REMAINS DENUDED FOR 14 DAYS OR MORE
MUST BE TEMPORARY SEEDED AS PART OF ON-GOING STABILIZATION DURING
CONSTRUCTION.
14) THOROUGHLY CLEAN ALL SEDIMENT FROM ROADWAYS OR OTHER AREAS
OUTSIDE PROJECT AREA
15) REQUEST A FINAL INSPECTION FROM THE PROJECT ENGINEER.
CONTRACTSHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
lu
Know where below.
Call before you dig.
Dial 8-L1
City Of 111nneb.,Ung
COG Water
3-2033
GDOT TrGMe
3-2806
3-2084
COG/Q`Z
73-5&55
T
-DOT S
}2589
NPDES
General Permit
Applies
DISTURBED AREA =
X.XX Acres
PRELIMINARY DESIGN
DAMS 'MARTIN a POWELLdm� r7�
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCHMARKS JOB NO. 150040 CITY OF GREENSBORO
ROADWAY DESIGNED BY: ENGINEERING DIVISION f�2
HEET 1.1
KRIS 6ASS EWELL ENGINEERS & SURVEYORS SEWER
LrrIMLL iL CONST. SURVEY BY STEELMAN PARK STREAM RESTORATION SHEET NO.
ENOI NEERINO CONSULTANTS. P 6I F CLD PLANK RD, HIGH POINT NC Z]2M WATER
T (5)678864821 F'. (3361 BB64458 YAVWDMP -INC COM LICENSE F-0245
CHECKED BY NOTES, ABBREVIATIONS, & LEGEND
SID WALK
ALE: OF 11

NOTE
A FULL SIZE PDF OF SEALED SURVEY FROM JC MILLER & ASSOCIATES
(SHOWN ABOVE) IS AVAILABLE UPON REQUEST. APPLICABLE PORTIONS OF
THIS PDF ARE REFERENCED HERE AT FULL SCALE TO DISPLAY THE
FASTING CONDITIONS,
D 20' 40' 80' 120•
SCALE: 1"= 40' (HORZ)
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2/26/2016
T.WE4TFNOORf
awl 1,-"' 1
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
lu
Know where below.
Call before you dig.
Dial 8.1.1
City ofns n groun
Locate n Lest.
COG water Dw .__
COOT
NPDES
General Permit
Applies
DISTURBED AREA =
XXX Acres
PRELIMINARY DESIGN
DAVIS -MARTIN • POWLS
tVIJIUNJ CIN OF GREENSBORO
Bfs TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCHMARKS JOB NO. 150040
Ir11K EWELL ENGINEERS & SURVEYO1 9 _ ROADWAY
VDESIGNED gY: ENGINEERING DIVISION SHEET 2.0
KRIS BASSSEWER BY STEELMAN PARK STREAM RESTORATION SHEET NO.
n.Lunc
ENGINEERING CONSULTANTS, PC 6415gD PLMlK RO, HIGH POINT, NC TCHECKED SURVEY
T (33EIWS482I F(3i�8B644581 WWW.DMP-INC000245 WATER
SIDEWALK SCALE: BY EXISTING CONDITIONS 3 OF 11

DAMS • MARTIN • POWELL
KRIS BASS EWELL ENGINEERS & SURVEYORS -
[Eil EIi�O
ENGINEERINGCONSULTANTS,P W5OLDP K RD. HIGH POINT NC 27265
T' ( '482I
I F (366) 8 4456 1 MW DMP -INC COM I LICENSE F 0245
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
1 15
Know what's below.
Call before you dig.
Dial 8.1-1
City of nsu�ground
COG W"' 3-20
GDOT TrafflJCb 3-2e
COG/Gulf 3-2C
COG Wot 3-5E
T
G D 0 T St 3-25
NPDES
General Permit
Applies
DISTURBED AREA =
XXX Acres
PRELIMINARY DESIGN
JOB NO. 150040 CITY OF GREENSBORO
DESIGNED BY. ENGINEERING DIVISION SHEET 4.0
CONST. SURVEY BY STEELMAN PARK STREAM RESTORATION SHEET NO.
CHECKED BY STREAM STABILIZATION PLAN - SCHEMATIC
SCALE: I 5 OF 11

Section SL -3
- New-Chdnnel _
- — ,—:,, B kf1...E n h
81 Bench
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
•
•
qkp
Know whars below.
Call before you dig.
Dial &1-1
City ofns n ground
Locate n nests
COG Water 3-2033
GDOT Traffl 3-2606
COG/Guff: 3-2064
COG Wt
73-5865
T
GDOT St Luo
NPDES
General Permit
Applies
DISTURBED AREA =
X.XX Acres
PRELIMINARY DESIGN
KGvIJIUIVJ TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCHMARKS JOB N0. 150040 CITY OF GREENSBORO
AVIS • MARTIN V E Y O R S ROADWAY ENGINEERING DIVISION SHEET 4.1
KRIS BASS EWELL ENGINEERS & SURVEYORS DESIGNED BY:
nnwe� in $EWER CONST. SURVEY BY STEELMAN PARK STREAM RESTORATION SHEET NO.
ENGINEERING CONSULTANTS, P 64'SIX36)88& CHIGH DMP NC COM WATER CHECKED BY STREAM STABILIZATION PLAN - MILE RUN CREEK
T133618&i4811 F'. (II61 PP64458I W✓.'W.pMP-INC COM � LICENSE. F{r10.5 fi OF 11
SIDEWALK

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I
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
•
4100
Know where beloW.
Call before you dig.
Dial 8.1-1
City
of nRnground
Locate p1��eata
coc water a„
GDOT
NPDES
General Permit
Applies
DISTURBED AREA =
X.XX Acres
PRELIMINARY DESIGN
ncvl�luvs LTYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCHMARKS
• • JOB NO. 150040 BY:ENGINEERING DIVISION SHEET 4.2
AVIS MARTIN POWELL ROADWAYCITY OF GREENSBORO
U KRIS 6A58 EW ELL ENGINEERS & S U R V E Y 0 R $ CONST. DESI
GNED
STEELMAN PARK STREAM RESTORATION SHEET NO.
SEWERENGINEERING CON6ULTANTS,P 8415q.DttnNKRO, HIGHE'GINT, NC2]Z� WgTpl CHECKED
T.ls1s1 e884821 F.Ix+cl 0F4458 www onla-INccoN LICENSE F-oza5 STREAM STABILIZATION PLAN - Unnamed Tributary T of 11
SIDEWALK
SCALE:

IiIIAI 1 -STEM PLANTING PLAN BRICK '
.0h'R/a ! PAD
r
`y'c
puY ,EgOH. 57VJM1 C1'M \\)s6ncH j
-- 14 ANN RTR
I
I SION i I
/
17 LM �1���
TPIEE M A'rCHLINE
- y,
€ y
♦
-� PI :lIC TABLE
-1
special Shrub $on6 ,.
.., Protect
- _
Existing
_ r
18 I GUM TRLE '
7
OLI ,K
JJICO�^;C PAD
-
Streamljo k and 36: \
`.�
s St ) t" end
-
NeW
,.
y +
+
BASKETBALL
...., '. New `:>.
.. \� :: + .Jt'}rX - W
'Flomdplpin ((rasa / ,. ,-'
'NO4'
Swamp Chestnut OakAsh
Gc6en
i
COURT
V
\ \ 2C PN��OAFBakt CYPre22
.t"TREE.
+
Bald Li'Pr°°a_
r HARD ooy i_ ! -
-
SS ,'
SHRUBS AT 3 FT SPACING
New
Swamp Chestnut Oak
+A FNAI^F+
G
i
rRE E _
RIN �8 13
'•. \� \ a
__.
-PIN
Dial 8.1.1
27''1 .. __.._-_
M TREE
• + ♦
ASPygL-p
__..
/
VO ]81850
.. N�
iiAK
�fRFE
New Groan M,"" 10
�
ATH
TREL
O _ 3- + + . m - -. + ♦
-
GDOT Traffle 3-2808
COG/Gu1113_ypg4
_
bF
LiERAR'
-
+
+
_
-.+ + _
. _.. i�-C�rT33 ivEV:k1G; + + -"' Grt+r!v+lU
+ + + _ _-
>•
.I� .r c.. .ri 4� r ♦-. .�
��.
T:-
♦
BOOKCASE
DC
�n�
NPDES
;F"JGE.
�.:
BO%ICUI. It RT + • ♦ w."_.. wTRF.G
__— - +---W o"
♦ '� ,r + .I"
)
HOP+
ADDITIONAL INSTRUCTIONS AND REQUIREMENTS.
TEMPORARY SEEDING AND AMENDMENTS:
r
.• W K, + ♦ 5"4dEMLOCfE
'NEE.
+
\
a 10' 2a' .. 40'
--
�8J04INV
M RT ..-
\. < _
MATURE
WIDTH
TREE
a
�
781 1
^-YRE1
. __ _ 'l. ,;�A _- ____ -zr ,_.
,,,
_ + + , r . . . + =t- •e-:. r
-:_ ._._ .
.- + .. -s-
__ .'V __ +
$�1C ^. �.- �_@
\\1\
NV OUT-
V INeW -__._
`> -
SugerberTy
"New
Bald roes
_.. LyP
%ASPA, -
uraaTM
_?gAaaT�-L_a...__. __•- s ..-'-w + r.
1 AIJpr �
.._.-. :_. +.�-.y -'-.� . - --
'.
V-2'
-_
� +
-
- _:
-
2'-4'
\ New. . \ `�E1C'IfT�ETA'(INILaG+ �` �J-i__
+ .Y -.♦ + .. �_ �.
_
�`f
� r
�LiU'!-T OLE
_.
B•
\, a1d Cp.. 44
_ ART CF \
.,
... .,. W
CONTAINER yy3
O '�PLAW
+ J5F
- + +_
''. FOUNTAIN _+ a: —4 .._ __ ^I
2'-6'
CONTAINER #3
+
"`REST'
OR,E - '" ASPHACYr"AEn
MYRTLE' _..
flew- and
--.Stmgmbonk
Crean Aeh _-..
+
- + • . �yj.-....
-
-+ +
I.ANDSCAPEAREA
.2 CHERRY`.
TREE
-� tn-HDPE-
-
�. -�
Floodplain -Areae .�
._
^` Y
- y,
+'T
- - _
-
special Shrub $on6 ,.
.., Protect
- _
Existing
_
_ -
_
_ -
+
':
Streamljo k and 36: \
`.�
-
distributed without the
,.
y +
reamliank
V v od p Area.
BASKETBALL
...., '. New `:>.
.. \� :: + .Jt'}rX - W
v - +'_
EAPL�
TRE -
.
I
COURT
V
\ \ 2C PN��OAFBakt CYPre22
.t"TREE.
+
-
- -
;
^
\,
ate,
SHRUBS AT 3 FT SPACING
IFr
1P`E TW M1 PIN OAK
+A FNAI^F+
G
i
''..
0
'•. \� \ a
__.
-PIN
Dial 8.1.1
27''1 .. __.._-_
M TREE
--_.__.
'AD
TREENOAK
iiAK
�fRFE
New Groan M,"" 10
�
ATH
" tSt2AO v
00O0OOfJQ,Q00'Cr 00
0-0 0 0-0-00OO o O 0'
1. ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING ACCORDING TO
GDOT Traffle 3-2808
COG/Gu1113_ypg4
_
COG Wat �3-5855
T
ANY STREAM SECTION OF 100FT OR ANY IN -STREAM STRUCTURE
+
+
2' 4'
(UNDER THE GOIR MATTING).
15
T:-
INP
DC
�n�
NPDES
SEASON.
6. STREAMBANK AND FLOODPLAIN AREAS SHALL BE WARRANTED FOR 805 SURVIVAL AT ONE-YEAR.
/+.
General Permit
IF 205 OR MORE ARE DEAD DR DEADLIKE CONDITION, RE -PLANTING OF SUFFICIENT STOCK TO
�6heetnS (Jak 22 oNi OAK
Applies
p
ADDITIONAL INSTRUCTIONS AND REQUIREMENTS.
M
TEMPORARY SEEDING AND AMENDMENTS:
R
DISTURBED AREA =
\
a 10' 2a' .. 40'
BOF - \
_ •` `'
\. < _
MATURE
WIDTH
TREE
a
500 RINGED SEDGE CAREX CRINATA )
I
.^1!
2B PIN JAK
2' PLUGS
-_.. SCA[E:�-FSS 20 (HORZ)
_. _, v � `,
_., � � __..� �. _
- TREE
500 SOFT RUSH (JUNCUS EFFUSUS)
2'-4'
V-2'
=a Pet oAK
RTYVIN POPLAR
2'-4'
V-236'
2' PLUGS
•
� r
V-2'
Plant Stroambank Spei;aL__ �
+
u
-
d
�
1=4'
g0_00000bpOp0oo0o0'0o,,70!
0,'�
O 0`Q 0 0 0 0 0 0 0 0 0 OvO O O fl O _
oob00000U'00C0
--
-
y,Jut
� f
o0oo
000 Q O 00000`C0
0 O O O b, 0 O O'^O-\Win
New -
Oman Ash Ness PAP'.,
yT
-
Streamljo k and 36: \
`.�
-
distributed without the
_
Floodplq(n Areas \ a Streambank and
reamliank
V v od p Area.
-
z
+
r o Floodplain Areae
p 0 o
- -
0 0 0
N --� � w' New Q
Su a < -
9 {benYi ' NeM'- \ Swomo Chesnut Oak L
(7_man Anh 7
_
New -
Bald.Cyp eee \' a
- o z
`-
Invasivea Removal `
;
^
\,
ate,
SHRUBS AT 3 FT SPACING
New
Bald Cypress
...
G
i
Know whars below.
0
Call before you dig.
L z
Dial 8.1.1
SCALE: 1'= 20' (HORZ)
i a
10. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS AND REOLIIRENENTS
s
City of naballs.UnErground
1'-2'
Locate n uests
ATH
" tSt2AO v
00O0OOfJQ,Q00'Cr 00
0-0 0 0-0-00OO o O 0'
1. ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING ACCORDING TO
GDOT Traffle 3-2808
COG/Gu1113_ypg4
SPECIFICATIONS.
2. STREAMBANKS SHALL RECEIVE TEMPORARY SEEDING AND AMENDMENTS AT THE COMPLETION OF
COG Wat �3-5855
T
ANY STREAM SECTION OF 100FT OR ANY IN -STREAM STRUCTURE
+
+
2' 4'
(UNDER THE GOIR MATTING).
15
T:-
�I 000ao,000000boo©_o�oQo =
'� OOOOO�QOOOQO\0000';0000 �_.� -
+
u
-
d
�
1=4'
g0_00000bpOp0oo0o0'0o,,70!
0,'�
O 0`Q 0 0 0 0 0 0 0 0 0 OvO O O fl O _
oob00000U'00C0
--
-
y,Jut
� f
o0oo
000 Q O 00000`C0
0 O O O b, 0 O O'^O-\Win
New -
Oman Ash Ness PAP'.,
yT
-
/
�J000FooQo ....
' 0 0 0
`.�
-
distributed without the
0, 0 0
<
reamliank
V v od p Area.
-
z
+
D. TREES AS SHOWN
p 0 o
HAND REMOVAL OF ALL INVASIVE SPECIES
0 0 0
'v
v 0
7. TREES SHALL BE OF SUFFICIENT SIZE AND HEALTH TO BE STABLE WITHOUT STAKING. STAKING
+
++++++++
Invasivea Removal `
;
^
\,
ate,
SHRUBS AT 3 FT SPACING
Y
a
G
i
Know whars below.
0
Call before you dig.
INCLUDE WATERING, FERTILIZATION, PEST CONTROL, PRUNING, REPLANTING, OR OTHER NEEDS
Dial 8.1.1
SCALE: 1'= 20' (HORZ)
i a
10. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS AND REOLIIRENENTS
VIRGINIA WILDRYE (ELYMUS ARGINICUS)
City of naballs.UnErground
1'-2'
Locate n uests
SEEDING AND STREAMBANK NOTES:
''�� IB11[FII1DAMS -MARTIN ° POWELL
VKRISBASs1 SWELL ENGINEERS 8 SURVEYORS
jea F -
ENGINEERING CONSULTANTS, PC5115 OLD PLANK RD, HIGH POINT, NC 27285
T 01516654621 1 F. (336) 88&40.56 I WWW DMP INC COM I LICENSE F-0245
LEGEND
CONTRACT SHEET
AND FLOODPLAIN AREAS
STRECOIR
1=4'
MAANKTTING,
COIR MATTING, PERMANENT SEED MIX p1
--
AND p2
SUGARBERRY (CELTIS LAEVIGATA)
ALL STREAMBANKS TO RECEIVE:
SENSITIVE INFORMATION
A. PRM SEED MIX #1.
30
B. 3 ROWS OF STREAMBANK PLUG
Not To be Copied Or
PLANTINGS ON 2 FT SPACING
distributed without the
C. SHRUBS AT OUTSIDE OF MEANDER BENDS
express written permission of
AS DIRECTED BY THE PROJECT ENGINEER
the City of Greensboro.
D. TREES AS SHOWN
p 0 o
HAND REMOVAL OF ALL INVASIVE SPECIES
0 0 0
JUNE 1 OR IN THE FALL PRIOR TO OCTOBER 31,
8.2 TREES SHALL BE PLANTED IN THEIR DORMANT SEASON AND PRIOR TD MARCH 1.
F—'--'—+
7. TREES SHALL BE OF SUFFICIENT SIZE AND HEALTH TO BE STABLE WITHOUT STAKING. STAKING
+
++++++++
SPECIAL SHRUB ZONE
10
SHRUBS AT 3 FT SPACING
GENERAL PLANTING NOTES:
CONTRACT SHEET
I. ALL INVASIVE SPECIES TO BE REMOVED FROM ALL ZONES BEFORE PROCEEDING WITHOF
1=4'
PLANTINGS
2. ALL PLANTS SHALL BE INSPECTED AND APPROVED BY THE PROJECT ENGINEER PRIOR TO
--
INSTALLATION. PLANTING LOCATIONS ARE APPROXIMATE AND MUST BE APPROVED BY THE
SUGARBERRY (CELTIS LAEVIGATA)
PROJECT ENGINEER PRIOR TO INSTALLATION.
SENSITIVE INFORMATION
3. AREAS TO BE PLANTED ARE SHOWN ON THE PLAN. IF UTILITIES ARE ENCOUNTERED, PLANTS
30
MAY BE REPOSITIONED SLIGHTLY 70 AVOID IMPACT.
4. PLANTS
Not To be Copied Or
AND PLANTING SHALL MEET THE STANDARDS OF ANSI 260.1 AND ANSI A 3DO AND
BE COMPLETED ACCORDING TO PROJECT SPECIFICATIONS.
distributed without the
5, ALL PLANTS, SPECIES. QUANTITIES, AND PROVIDERS SHALL BE PROVIDED FOR APPROVAL Y
THE PROJECT ENGINEER. ALL TREES SHALL BE MADE A VAILABLE FOR INSPECTION FOR HEALTH
express written permission of
AND DUALITY PRIOR TO DELIVERY TO THE SITE ALL PLA
NTS ARE SUBJECT TO REFUSAL
the City of Greensboro.
BASED ON INSPECTION OF THE PROJECT ENGINEER.
6. ALL PLANTING SHALL TIMEFRAME EACH SPECIES: -
V-23¢'
6.1. WETLAND SEED SEEDING, AND SHRUBS SHALL BE INSTALLED IN THEAL
SPRING PRIOR TO
10
JUNE 1 OR IN THE FALL PRIOR TO OCTOBER 31,
8.2 TREES SHALL BE PLANTED IN THEIR DORMANT SEASON AND PRIOR TD MARCH 1.
•
7. TREES SHALL BE OF SUFFICIENT SIZE AND HEALTH TO BE STABLE WITHOUT STAKING. STAKING
em
MAY BE ALLOWED IF CONDITIONS REQUIRE AND WITH APPROVAL AND INSPECTION OF THE
10
PROJECT ENGINEER.
8,TREES AND SHRUBS SHALL BE WARRANTED FOR 1005 SURVIVAL AT ONE YEAR- AFTER
PLANTING, IF AT THE END OF ONE YEAR ANY PLANTS. ARE DEAD OR DEAD LIKE CONDITION,
K
�i
-0
RE -PLANTING OF SUFFICIENT STOCK TO COMPLY WITH AN 1005 SURVIVAL RATE SHALL BE
Know whars below.
PERFORMED.
9. CONTRACTOR SHALL PROVIDE FOR ONE YEAR VEGETATION MAINTENANCE, ICH SHALL
Call before you dig.
INCLUDE WATERING, FERTILIZATION, PEST CONTROL, PRUNING, REPLANTING, OR OTHER NEEDS
Dial 8.1.1
TO ENSURE ESTABLISHMENT AND SURVIVAL IN THE FIRST YEAR.
i a
10. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS AND REOLIIRENENTS
VIRGINIA WILDRYE (ELYMUS ARGINICUS)
City of naballs.UnErground
1'-2'
Locate n uests
SEEDING AND STREAMBANK NOTES:
coG Water 3-2033
1. ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING ACCORDING TO
GDOT Traffle 3-2808
COG/Gu1113_ypg4
SPECIFICATIONS.
2. STREAMBANKS SHALL RECEIVE TEMPORARY SEEDING AND AMENDMENTS AT THE COMPLETION OF
COG Wat �3-5855
T
ANY STREAM SECTION OF 100FT OR ANY IN -STREAM STRUCTURE
MOT St 3-2569
3. SEEDING SHALL NOT CONTAIN ANY FESCUE GRASSES. PLACE SEEDING AS SPECIFIED IN THE PLAN
2' 4'
(UNDER THE GOIR MATTING).
15
4. SPREAD SEED UNIFORMLY UNDER COIR FIBER MATTING. APPLY AMENDMENTS AND MULCH PRIOR
TO COIR MATTING INSTALLATION.
5. WATER SEEDED AREAS THOROUGHLY AT PLANTING AND WEEKLY DURING THE FIRST GROWING
DC
�n�
NPDES
SEASON.
6. STREAMBANK AND FLOODPLAIN AREAS SHALL BE WARRANTED FOR 805 SURVIVAL AT ONE-YEAR.
/+.
General Permit
IF 205 OR MORE ARE DEAD DR DEADLIKE CONDITION, RE -PLANTING OF SUFFICIENT STOCK TO
COMPLY WITH AN 805 SURVIVAL RATE SHALL BE PERFORMED.
7. SEE TECHNICAL SPECIFICATIONS
NS FOR
Applies
p
ADDITIONAL INSTRUCTIONS AND REQUIREMENTS.
M
TEMPORARY SEEDING AND AMENDMENTS:
DISTURBED AREA =
1. INSERT TEMP SEEDING, FERTIUZER AND MULCH PER EROSION CONTROL REDS
TOTAL 1005
X•)Q( Acres
MATURE MATURE PERCENT (5)
PI ANT11i I ICT HEIGHT WIDTH PER 25 LBS/AC
CONST.
PRELIMINARY DESIGN
CITY OF GREENSBORO
ENGINEERING DIVISION SHEET 5.0
STEELMAN PARK STREAM RESTORATION SHEET NO.
PLANTING PLAN 8 OF "
QTY
DEER TONWE (PANICUM CLANDESTINUM)4.
1=4'
1'-3' ^
ya 40a
w
SUGARBERRY (CELTIS LAEVIGATA)
FOX SEDGE (CARER VULPINOIDEA)
V-3'
1%'-2'
30
o
GREEN ASH (RAXINUS PENNSYLVANICA) ql]
GREAT BLUE LOBELIA (LOBELIA SIPHIUTICA)
2'-3'
l'-1%1
10
a W
40'-70'
LANCELEAF COREOPSIS (COREOPSIS LANCEOLATA)
V-23¢'
1'
10
a�
20'-30'
PARTRIDGE PEA (CHAMAECRISTA FASCICULATA)
2'
1'
10
K
�i
-0
TOTAL 1W5
LOROPETALUM (LOROPETALUM CHINENSE)
3'-6'
SOFT RUSH (JUNCUS EFFUSUS)
2'-4'
2'-4'
25
i a
VIRGINIA WILDRYE (ELYMUS ARGINICUS)
2' 4'
1'-2'
20
i x
3'-6'
AUTUMN BENTGRASS (AGROSTS PERENNANS)
V-3'
V-2'
15
8
LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM)
2' 4'
1' 2'
15
o_ w
n
OX -EYE SUNFLOWER (HEUOPSIS HELIANTHOIDES)
2'-5'
2'-4'
15
BLACK EYED SUSAN (RUDBEKIA HIRTA)
2'-3'
1'-2'
10
TOTAL 1005
QTY STREAMBANK AND FLOODPLAIN
MATURE
HEIGHT
MATURE
WIDTH
CONTAINER
SIZE
a
500 RINGED SEDGE CAREX CRINATA )
2'-4'
1'-2'
2' PLUGS
250 BLUE FLAG IRIS (IRIS VIRGINICA)
V-3,
W-1'
2' PLUGS
500 SOFT RUSH (JUNCUS EFFUSUS)
2'-4'
V-2'
2' PLUGS
300 SWITCH GRASS (PANICUM VIRGATUM)
2'-4'
V-236'
2' PLUGS
400 SWAMP SUNFLOWER (HEUANTHUS ANGUSTIFOUUS)
2'-4!
V-2'
2' PLUGS
In
rc
15 BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS)
3'-6'
2'-6•
CONTAINER yy3
N
15 MARSH MALLOW (HIBISCUS MOSCHEUTOS)
S-6•
2'-6'
CONTAINER #3
CONST.
PRELIMINARY DESIGN
CITY OF GREENSBORO
ENGINEERING DIVISION SHEET 5.0
STEELMAN PARK STREAM RESTORATION SHEET NO.
PLANTING PLAN 8 OF "
QTY
TREE PLANTING
MATURE MATURE
HEIGHT WIDTH
SIZE
3
SUGARBERRY (CELTIS LAEVIGATA)
10'-20'
10'-20'
B&B OR 24' CONTAINER
I� F
4
GREEN ASH (RAXINUS PENNSYLVANICA) ql]
15-30'
10'-20'
El. OR 24' CONTAINER
a
4 SWAMP CHESTNUT OAK (QUERCUS MICHAUXII)
40'-70'
20'-30'
Bdd3 OR 24' CONTAINER
6
BALD CYPRESS (TAXODIUM DISTICHUM) ®.' 50'-100'
20'-30'
TRANSPLANTED, B&B
OR 24' CONTAINER
K
�i
-0
20
LOROPETALUM (LOROPETALUM CHINENSE)
3'-6'
2'-6'
CONTAINER I/3
ti20
AZALEA (RHODODENDRON PENTANTHERA)
2'-6'
CONTAINER /LI
20
HYDRANGEA (HYDRANGEA QUERCIFOLIA)
3'-6'
2'-6'
CONTAINER /3
CONST.
PRELIMINARY DESIGN
CITY OF GREENSBORO
ENGINEERING DIVISION SHEET 5.0
STEELMAN PARK STREAM RESTORATION SHEET NO.
PLANTING PLAN 8 OF "

B OGAPS BETWEEN
HEADER BOULDERS STREAMSE
WELL GRADED MIX EAGER BOULDER
DOTER BOULDER CLASS AB B STONE NANNEL BED
ELEVATION PoINT 'A EAGER BOULDER I'
>< "� SACKFILL(ON-SITE ALLUVIUM
DOTER BOUIDE
TYPE II FILTER FABRI
O LLO OUR POOL EXCAVATED
a0 O PER PROFILE
A SECTION A - N
A'
FLOW
LEVATION POINT 'T
TOP OF SANK LEVATION POINT'A7
BANK TIE -I EAGER BOULDER URIED INTO BANK
STREAMBE MINIMUM S
OGAPS
So EFS BEL EN DERS WELL GRADED MI%
FOOTER CLASS A & B STONE
ACOMER MULDER
, \ BACKFILL (ON-SITE ALLUVIUM / It� e TYPE II FILTER FABRIC
1 �
SCOUR 1
Pool 1 PROFILE VIEW 3 -Er
1 CROSS VANE TABLE
S AT 240
ROCKCROSS VANE STRUCTURE NOTES (FT) 20 O
1. BOULDERSMUST BEAT LEAST2.5W.W.5', 5.0 FT
2, USE FILTER FABRIC TO SEALGAPS BETWEEN BOULDERS. (DEGREES 20
w 3. DIG A TRENCH BELOW THE BED FOR FOOTER BOULDERS. START AT BANK AND FTII DO]5
O PLACE FOOTER BOULDERS FIRST AND THE HEADER BOULDERS. CONTINUE WITH L - FT
STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. EL'S' 78q.8fi FT
B h 4. INSTALL FILTER FABRIC FOR DROINAGE BEGINNING AT THE MIDDLE OF THEFOOEL'C' ]32.88 FT
O HOOTER BOULDERS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM
O USE BOULDERS,ANDTHEN UPSTREAM FOR A MINIMUM OF SIX FEET.
5. USE STRUCTURE.
AGED MIX OF CLASS A AND B STONE ON UPSTREAM SIDE OF
STRUCTURE.
SCOUR POOL EXCAVATED 6. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
PER PROFILE STRUCTURE WRH ONSITE ALLUVIUM TOTHE ELEVATION OFTHE TOP OFTHE
HEADER BOULDER.
]. FILTER FABRIC SHALL BE TRIMMED ALONG THE TRANSITION BETWEEN THE
SILL OR HEAD OF RIFFLE STONE BACKFILL AND THE HEADER BOULDERS SO THAT THE FILTER FABRIC
ELEVATION POINT'C' DOES NOT OVERLAP THE HEADER BOULDERS,
1 ROCK CROSS VANE
7.0 NOT TO SCALE
SINGLE ARM VANE
7.0 NOT TO SCALE
A'EADER
APS BETWEEN STREAMBE
ER BOULDERS
WELL GRADED UX EAGER BOULDER
OTER BOULDER CLASS A8 BSTONE HANNEL BED
POINT'A BOULDER )
BACKFILL (ON -BITE ALLUVIUM OOTER BOULDE
TYPE II FILTER FABRI
OUR POOL EXCAVATED
O PER PROFILE
O SECTIONA-A'
iffl LEVATION POINT -W
TOPOFBAN LEVATION MINT
•it P� tip
BANK TIE -I EAGER URIED INTO BANK
STREAMBE BOULDER MINIMUM 51
WELL GRADED MIX
SACKFILL (ON -WE ALLUVIUM TER BOULDER
ELEVATION POINT 'W--, PE 11 FILTER FABRIC
PROFILE
AA j CROSS VANETABLE
\ STATION 0x20
_ DOUBLEDROP CROSS VANE STRUCTURENOTES LIQ 2'FT
W (FT)
1. BOULDERS MUST BE AT LEAST 2.512.0415. (FT) 50,
2. USE FILTER FABRIC TO SEAL GAPS BETWEEN BOULDERS. (DEGREES 20
3. DIG A TRENCH BELOW THE BED FOR FOOTER BOLI LDERS, START AT SANK AND (FTIFn 0.06
O PLACE FOOTER BOULDERS FIRST AND THE HEADER BOULDERS. CONTINUE NATH -A- 788.5 FT
B. STRUCTURE, FOLLOWNG ANGLE AND SLOPE SPECIFICATIONS. L'8' 788.0 FT
4, INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE L'C- 788.0 FT
HEADER BOULDERS ANDEXTENDDOWMWARDTOTHEDEPTHOFTHEBOTTOM L -D' ]85.S FT
O FOOTER BOULDERS, AND THEN UPSTREAM FOR A MINIMUM OF SIX FEET.
5. USE WELL GRADED MIX OF CLASS A AND B STONE ON UPSTREAM SIDE OF
STRUCTURE.
e. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
SC OUR POOL EXCAVATED STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE
PER PROFILE HEADER BOULDER.
BILI OR HEAD OF RIFFLE ]. FILTER FABRIC SHALL BE TRIMMED ALONG THE TRANSITION BETWEEN THE
ELEVATION POINT -D' STONE BACKFILL AND THE HEADER SOULDERS SO THAT THE FILTER FABRIC
DOES NOT OVERLAP THE HEADER BOULDERS.
t-2'\ DOUBLE DROP CROSS VANE
7.0 NOT TO SCALE
Plan Vew
Water
Surface
Cobble Boukim
Gravel profile View
So,
Bed
NOIFC,
1. BOULDERS MUST BE ATLEAST 7 5' % 2.0' % 1.S', SMALLER BOULDERS WILL BE REJECTED BY THE ENGINEER.
2- THIS STRUCTURE SHALL CONSIST OF THE NECESSARY AMOUNT OF BOULDER STEPS TO
DROP THE CHANNEL THALWEG FROM THE APPROXIMATE ELEVATION 784.5' TO 783.5.
AN APPROXIMATE DROP OF 1.0 FEET, WITH NO DROP GREATER THAN 0.5 FEET.
3,
BOULDERS SHALL BE EMBEDDED WTHIN CHANNEL BANK A MINIMUM OF 1.0 FEET.
4. USE CLASS A AND /57 STONE TO BACKFILL BOULDER ROWS ONCE FILTER 1A118C HAS
BEEN INSTALLED.
5. FINISH STREAM BANKS PATH EROSION CONTROL MATTING AND LIVE STAKES PLANTED
3 FEET ON CENTER.
4 TYPICAL BOULDER STEP POOL DETAIL
III 7.0 NOT TO SCALE
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
I& -
Know what's below.
Call before you dig.
Dial B-1.1
City of Webpfl[\Ll %.round
GDOT
NPDES
General Permit
Applies
DISTURBED AREA =
X.XX Acres
PRELIMINARY DESIGN
KtVIJIUNJ I TYPE ICONTRACT CONTRACTOR AS -BUILT I RUTH. DATE BENCHMARKS JOB No. 150040 CITY OF GREENSBORO
DAMS -MARTIN POWELL ROADWAY ENGINEERING DIVISION SHEET 7.0
SWELL ENGINEERS 8 SURVEYORS DESIGNED BY:
KRIS BA55 SEWER CONST. SURVEY BY STEELMAN PARK STREAM RESTORATION SHEET NO.
V 8915IXD ftNJK RD, HIGHPOINT NC27265 ENGINEERING CONSULTANTS, FIC T.(3%18364�1 I F.(3�W6.4458I WWW DMPINCCOM I LICENSE.F-0245 WAS CHECKED BY DETAILS
SIDEWALK
SCALF: 9 11
ELEVATION POINT -A' TOP OF SANK
T
STREAMBANK TIE-IN
HEADER BOULDER
w
FLOW
Ho
Y O
I
FL'
-----_�_a
0
STREAMBED ELEVATION
_
_ -___
BACKFILL (ONSITE ALLUVIUM)
AF
TYPE II FILTER FABRIC
CLASS 1, AA BELEVATION POINT -
j'
STONE BACKFILL
FOOTER BOULDER
ELEVATION POINT-
PROFILE VIEW
17
CLASS B8TONE
ELEVATION POINT 'B'
HEADER BOULDER
- SCOUR
CLASS gSTONE
POOL �l STREAMBED(ON-SITE
ALLUVIUM)
11
i
-
/'FOOTER
`SCOUR POOL EXCAVATED
PLAN VIEW PER DIRECTION CF ENGINEER
TYPE II FILTER FABRIC
BOULDER
-
CLASS I STONE
LARGE ROCK VANE STRUCTURE NOTES
SECTION A - A
1. BOULDERS MUST BE AT LEAST 31212.
2. USE FILTER FABRIC TO SEAL GAPS BETWEEN BOULDERS.
3. DIG A TRENCH BELOW THE BED FOR FOOTER BOULDERS. STARTATBANKANDPLACE
FOOTER BOULDERS FIRST AND THEN HEADER BOULDERS. CONTINUE WITH STRUCTURE,
GL
SINGLE ARM VANE STRUCTURE TABLE
FOLLOWING ANGLE ANDSLOPESPECIFKCATIONS.
STATION L s(F'T)
8) G(FTIFT) ELEV.POINT'A' ELEV. POINT'S'
4. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE TOP OF THE HEADER BOULDERS
N00 20.0 fi0 25
008 ]82.19 ]84.0
AND ERTEN D DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER BOULDERS, AND THEN
UPSTREAM FOR A MINIMUM OF SIX FEET.
5. USE WELL GRADED MIX OF CLASS I, A AND B STONE ON STREAMSANK SIDE OF STRUCTURE,
SEE SECTION A -A FOR STONE DIMENSIONS. JOIN STONE BACKFILL WITH GEOLIFT STONE
BACKFILL WHERE APPROPRIATE,
8. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE STREAMBANK SIDE OF THE STRUCTURE
WITH ONSITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER BOULDER, FILLING
IN VOIDS OF THE BACKFILL.
7. FILTER FABRIC SHALL BE TRIMMED ALONG THE TRANSITION BETWEEN THE STONE
BACKFILL AND THE HEADER BOULDERS SO THAT THE FILTER FABRIC DOES NOT EXTEND
OVER THE HEADER BOULDERS.
SINGLE ARM VANE
7.0 NOT TO SCALE
A'EADER
APS BETWEEN STREAMBE
ER BOULDERS
WELL GRADED UX EAGER BOULDER
OTER BOULDER CLASS A8 BSTONE HANNEL BED
POINT'A BOULDER )
BACKFILL (ON -BITE ALLUVIUM OOTER BOULDE
TYPE II FILTER FABRI
OUR POOL EXCAVATED
O PER PROFILE
O SECTIONA-A'
iffl LEVATION POINT -W
TOPOFBAN LEVATION MINT
•it P� tip
BANK TIE -I EAGER URIED INTO BANK
STREAMBE BOULDER MINIMUM 51
WELL GRADED MIX
SACKFILL (ON -WE ALLUVIUM TER BOULDER
ELEVATION POINT 'W--, PE 11 FILTER FABRIC
PROFILE
AA j CROSS VANETABLE
\ STATION 0x20
_ DOUBLEDROP CROSS VANE STRUCTURENOTES LIQ 2'FT
W (FT)
1. BOULDERS MUST BE AT LEAST 2.512.0415. (FT) 50,
2. USE FILTER FABRIC TO SEAL GAPS BETWEEN BOULDERS. (DEGREES 20
3. DIG A TRENCH BELOW THE BED FOR FOOTER BOLI LDERS, START AT SANK AND (FTIFn 0.06
O PLACE FOOTER BOULDERS FIRST AND THE HEADER BOULDERS. CONTINUE NATH -A- 788.5 FT
B. STRUCTURE, FOLLOWNG ANGLE AND SLOPE SPECIFICATIONS. L'8' 788.0 FT
4, INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE L'C- 788.0 FT
HEADER BOULDERS ANDEXTENDDOWMWARDTOTHEDEPTHOFTHEBOTTOM L -D' ]85.S FT
O FOOTER BOULDERS, AND THEN UPSTREAM FOR A MINIMUM OF SIX FEET.
5. USE WELL GRADED MIX OF CLASS A AND B STONE ON UPSTREAM SIDE OF
STRUCTURE.
e. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
SC OUR POOL EXCAVATED STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE
PER PROFILE HEADER BOULDER.
BILI OR HEAD OF RIFFLE ]. FILTER FABRIC SHALL BE TRIMMED ALONG THE TRANSITION BETWEEN THE
ELEVATION POINT -D' STONE BACKFILL AND THE HEADER SOULDERS SO THAT THE FILTER FABRIC
DOES NOT OVERLAP THE HEADER BOULDERS.
t-2'\ DOUBLE DROP CROSS VANE
7.0 NOT TO SCALE
Plan Vew
Water
Surface
Cobble Boukim
Gravel profile View
So,
Bed
NOIFC,
1. BOULDERS MUST BE ATLEAST 7 5' % 2.0' % 1.S', SMALLER BOULDERS WILL BE REJECTED BY THE ENGINEER.
2- THIS STRUCTURE SHALL CONSIST OF THE NECESSARY AMOUNT OF BOULDER STEPS TO
DROP THE CHANNEL THALWEG FROM THE APPROXIMATE ELEVATION 784.5' TO 783.5.
AN APPROXIMATE DROP OF 1.0 FEET, WITH NO DROP GREATER THAN 0.5 FEET.
3,
BOULDERS SHALL BE EMBEDDED WTHIN CHANNEL BANK A MINIMUM OF 1.0 FEET.
4. USE CLASS A AND /57 STONE TO BACKFILL BOULDER ROWS ONCE FILTER 1A118C HAS
BEEN INSTALLED.
5. FINISH STREAM BANKS PATH EROSION CONTROL MATTING AND LIVE STAKES PLANTED
3 FEET ON CENTER.
4 TYPICAL BOULDER STEP POOL DETAIL
III 7.0 NOT TO SCALE
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
I& -
Know what's below.
Call before you dig.
Dial B-1.1
City of Webpfl[\Ll %.round
GDOT
NPDES
General Permit
Applies
DISTURBED AREA =
X.XX Acres
PRELIMINARY DESIGN
KtVIJIUNJ I TYPE ICONTRACT CONTRACTOR AS -BUILT I RUTH. DATE BENCHMARKS JOB No. 150040 CITY OF GREENSBORO
DAMS -MARTIN POWELL ROADWAY ENGINEERING DIVISION SHEET 7.0
SWELL ENGINEERS 8 SURVEYORS DESIGNED BY:
KRIS BA55 SEWER CONST. SURVEY BY STEELMAN PARK STREAM RESTORATION SHEET NO.
V 8915IXD ftNJK RD, HIGHPOINT NC27265 ENGINEERING CONSULTANTS, FIC T.(3%18364�1 I F.(3�W6.4458I WWW DMPINCCOM I LICENSE.F-0245 WAS CHECKED BY DETAILS
SIDEWALK
SCALF: 9 11

RIFFLE STONE
WU
Tributary
RIFFLE STONEEAD
TO TIE INTO CHANNEL
Cartel leader. (See crown
TO TIE INTO CHANNEL
ELEVATION POINT
BANKS 0.5'
3 A
r
EAD OF RIFFLE HEAD OF RIFFLE
HEAD OF RIFFLE
2- See specficabons for father req,remems
uy
1
ELEVATION POINT ELEVATION POINT
related to Mis detail.
root ball (bee
a
�B
TAIL OF RIFFLE
HEAD OF POOL
TOE OF SLOPE
ELEVATION
OF SLOPE
ELEVATION
(TYP)
(TVP)
\
RIFF POINT
TOP OF BANK—,"',
Finished
OULDER
(TMP)
TOP OF BANK -,.-
L O� 17' DEPTH OF
JJJ
(TMP)
Tr nk caliper shall
:s �p
12" DEPTH OF
meet AN51 ZBO cortent
Loosened so
MIX IN RECYCLED EXISTING
DUAL PARTS CLASS
water around the root ball to settle the
�'
PROFILE A -A SUBSTRATE AS POSSIBLE
Root ball modRed as
A AND B STONE.
FORM HORSESHOE OF BED
required.
A
Existing site soil added to
MATERIAL AT UPSTREAM
PLAN VIEW
TOP OF
MIX IN RECYCLED EXISTING
PROFILE A -A
AND DOWNSTREAM RIFFLE
A
TAIL OF RIFFLE
SUBSTRATE AS POSSIBLE
EXTENTS
ELEVATION POINT
I
15% max. slope.
rod bell. Berm shall begin
PLAN VIEW
TOE OF SLOPE
TOP OF
TAIL OF RIFFLE
SECTION B -B
NOTEK
(TYP)
ELEVATION POINT
HORSESHOE NOT REQUIRED
anginal grade.
WHERE RIFFLE TIES INTO DRAINAGE
Y v` ": /'� / : r
Finished grade.
STRUCTURE OR STREAM GRADE
L
-
CONTROL STRUCTURE (I.E. LOG SILL,
TOE OF SLOPE
-- -
J -HOOK CROSS VANE, ETC.)
Loosened soil. Dig and tum the
L 3x widest dimension
of raol ball. I
SECTION B -B
1
CONSTRUCTED RIFFLE
ea and depth shown.
7.1
NOT TO SCALE
Existing it
7.1 NOT TO SCALE
s lea
WU
Tributary
RIFFLE STONEEAD
OF RIFFLE
Cartel leader. (See crown
TO TIE INTO CHANNEL
ELEVATION POINT
obcervations detail),
BANKS 0.5'
u �..
HEAD OF RIFFLE
2- See specficabons for father req,remems
2 4
ELEVATION POINT
related to Mis detail.
root ball (bee
a
TAIL OF RIFFLE
TOE
f°P B
ELEVATION
OF SLOPE
:'�'+•^'
LD R/FFL POINT
E
(TVP)
vr'Sa>
quarter above finished
TOP OF BANK—,"',
Finished
OULDER
(TMP)
Prior to mulching, lightly tamp soil
round the tool ball in T lifts to brace
L O� 17' DEPTH OF
JJJ
OUAL PARTS CLASS
Tr nk caliper shall
:s �p
A, B, AND 1 STONE
meet AN51 ZBO cortent
Loosened so
MIX IN RECYCLED EXISTING
edition for root ball sae.
water around the root ball to settle the
�'
PROFILE A -A SUBSTRATE AS POSSIBLE
Root ball modRed as
settle the soil.
required.
A
Existing site soil added to
Rourd9
PLAN VIEW
TOP OF
soil berm 4" high x 8" wide
Mae
BANK (TYP)
TAIL OF RIFFLE
ball to the finished grade at a
ELEVATION POINT
I
15% max. slope.
rod bell. Berm shall begin
existing or
TOE OF SLOPE
t root ball periphery.
4• ht d mulch
No more than 7 of mulch on
SECTION B -B
��REINFORCED RIFFLE
7.1 NOT TO SCALE
Notes'
WU
Tributary
1-Treesshe11 be dqualfy presaibadm sown
Riffle Pool
Cartel leader. (See crown
observations and root obeerrelions details and
RootbalL
obcervations detail),
specifications
12 20
4" high x 8" wide round - topped soil
2- See specficabons for father req,remems
2 4
1.5 3
related to Mis detail.
root ball (bee
a
co:mdruded around the root ball.
Rod ball surface shall be
MMoned to be
mulch).
quarter above finished
Finished
grade.
Prior to mulching, lightly tamp soil
round the tool ball in T lifts to brace
Prior to mulching, lightly tamp
JJJ
901 arountl the root ball in 6 -
Tr nk caliper shall
lifts to brace tree. Do rot over
meet AN51 ZBO cortent
Loosened so
compact. When the planting
hole hes been backflletl,
edition for root ball sae.
water around the root ball to settle the
�'
po
water around the root ball to
Root ball modRed as
settle the soil.
required.
Existing site soil added to
Rourd9
a�aon
nd depth
reale smooth transition
soil berm 4" high x 8" wide
Mae
a
from the top of the isetl root
above rcol ball surface shall
ball to the finished grade at a
be constructed around the
I
15% max. slope.
rod bell. Berm shall begin
existing or
t root ball periphery.
4• ht d mulch
No more than 7 of mulch on
.compacted soil.
top If rod ban. (See
specifications for mulch).
anginal grade.
l '� rr
Y v` ": /'� / : r
Finished grade.
L
-
Bottom d rod bell rests on -
-- -
nsting or recompacted soil. I
Loosened soil. Dig and tum the
L 3x widest dimension
of raol ball. I
soil to reduce compaction to the
7
ea and depth shown.
�
a \ TREE PLANTING DETAIL
Existing it
7.1 NOT TO SCALE
aPENW Rce FREE.o Uss
Grade up to
G
'sting ground
cnir Matting
o
slope
1 4-8 4-8 1
3 24 3
3 3
Coir matting
Bankfull Bench an
Floodplain streamtgnka
Planting Zone and floodplain '
Streambank
Planting
Zone
�� TYPICAL CORRIDOR CROSS SECTION
7.1 NOT TO SCALE
I Width
1 fes— Base � 1 Depth
2 I p
Riffle Section
0
Shrub.
WU
Tributary
Rifle Pool
Riffle Pool
Riffle Pool
Base 3 2
RootbalL
4• layer ha mulch.
No than 1"of
Width 11 18
12 20
4" high x 8" wide round - topped soil
mure
Ich on lap
2 4
1.5 3
berm above root ball surface shall be
root ball (bee
a
co:mdruded around the root ball.
specificationsul for
Berm stall begin at root beperiphery.
mulch).
Finished
Prior to mulching, lightly tamp soil
round the tool ball in T lifts to brace
Slopesides
lesof d
JJJ
shrub. Do rot over compact. When the
so I
\ j.
hot,
Planting Iphas been b-d"Isd, pour
Loosened so
water around the root ball to settle the
�'
Dig and turn the sol
W reduce the
L r•
1
mmpa to the
-
_J
- -
I'
Existing soil.
a�aon
nd depth
_
hewn.
Root ball rests an
I
3Xs mdest dimension of root ball.
existing or
.compacted soil.
SECTION VIEW
Notes:
1- Shrubs shall be of quality prescribed in the root observations detail and specifications.
2- See specifications for further requirements relaled to the detail.
B SHRUB PLANTINGaRENaauRaEEREE,a
7.1 NOT TO SCALE
�A&.ELL
DAMS eMARTIN a POWELL
tKilt3BASS ENGINEERS & SURVEYORS p
b
IV 64150LD PLANK RD, HIGH POW NC Z 295
ENGINEERING CONSULTANTS, RO T (3)8864!21 1F (335)M&44581 MW DMP -INC COM I UCENSE: F-0245
ROADWAY
Dimension Table
Main Stem Upper
Main Stem Lower
Tributary
Rifle Pool
Riffle Pool
Riffle Pool
Base 3 2
4 2,5
2 1
Width 11 18
12 20
8 13
Depth 2 4
2 4
1.5 3
Width
Balsa Depth
—{ Depth
z
Point Bar
as possible
Pool Section
%a, TYPICAL STREAM DIMENSIONS
Li,/ NOT TO SCALE
DESIGNED
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
room.
Know. whars below.
Call before you dig.
Dial 8.1.1
City of ns n ground
Locate n uests
COG Water — MM .'S-�ni�
GDOT
NPDES
General Permit
Applies
DISTURBED AREA =
XXX Acres
PRELIMINARY DESIGN
CITY OF GREENSBORO
ENGINEERING DIVISION SHEET 7.1
STEELMAN PARK STREAM RESTORATION SHEET NO.
DETAILS 10 OF 11