20040148 Ver 1_COMPLETE FILE_20040203

OF W A T? Michael F. Easley, Governor
9Q William G. Ross al Secretary
North Carolina Department of Environment and Natural Resources
i r Alan W. Klimek P.E., Director
-{ Division of Water Quality
"C Coleen H. Sullins. Deputy Director
Division of Water Quality
WETLANDS 1401 GROUP April 13, 2004
DWQ# 04-0148
APR 1 9 2004 Mecklenburg County
Mr. Jarrod Karl
City of Charlotte, Stormwater Services MTER ' ' '}' ?FfJ
600 East Fourth St.
Charlotte, NC 28202
Subject: Chesterfield/Chantilly Capital Improvement Project, Charlotte
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
You have our approval, in accordance with the attached conditions and those listed below, to impact 690
linear feet (tf) of unnamed stream in order to proceed with the stream enhancement/stormwater control project
in Mecklenburg County, as described in your application received by the Division of Water Quality (DWQ) on
February 3, 2004. After reviewing your application, we have determined that this project is covered by Wator
Quality General Certifications Number 3376 and 3399, which can be viewed on our web site at
htto://h2o.enr.state.nc.us/ncwetlands. These General Certifications allow you to use Nationwide Permits
Number 3 and 13 once they are issued to you by the U.S. Army Corps of Engineers. Please note that you
should get any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed
regulations.
The above noted Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter, and is thereby responsible for complying with all conditions.
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well as
the additional conditions listed below:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices (BMP) shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
2. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual (the Manuao. The measures shall be
maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-
owned or leased borrow pits associated with project.
one
NO
MCarolina
?`
Naturally ?M
N. C. Division of Water Quality, 401 Wetlands Certification Unit. ;HILV
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 276042260 (Location)
[phone] (nh(ne) 919.733.6993 (fax). (httn• h2o enr state no ns newetlanrk)
Page 2
3. Sediment and erosion control measures should not be placed in wetlands or waters. However, if
placement of sediment and erosion control devices in wetlands and waters is unavoidable, the devices
shall be removed and the natural grade restored within six months of the date the Division of Land
Resources has released the project.
4. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the 401 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC
Division of Water Quality. Please send photographs upstream and downstream of each culvert site to
document correct installation along with the Certfcate of Completion form.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
'"this letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699
or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,
,D1 0-1v
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Central Files
File Copy
Greg Antemann - Carolina Wetland Services
O?O? W A T ?9pG
co (i L
IJUI
April 13, 2004
DW Q# 04-0148
Mecklenburg County
Mr. Jarrod Karl
City of Charlotte, Stormwater Services
600 East Fourth St.
Charlotte, NC 28202
Subject: Chesterfield/Chantilly Capital Improvement Project, Charlotte
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
You have our approval, in accordance with the attached conditions and those listed below, to impact 690
linear feet (If) of unnamed stream in order to proceed with the stream enhancement/stormwater control project
in Mecklenburg County, as described in your application received by the Division of Water Quality (DWQ) on
February 3, 2004. After reviewing your application, we have determined that this project is covered by Water
Quality General Certifications Number 3376 and 3399, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetiands. These General Certifications allow you to use Nationwide Permits
Number 3 and 13 once they are issued to you by the U.S. Army Corps of Engineers. Please note that you
should get any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed
regulations.
The above noted Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well as
the additional conditions listed below:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices (BMP) shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
2. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual (the Manuao. The measures shall be
maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-
owned or leased borrow pits associated with project.
None hCarolina
Naturally 94
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httu://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Page 2
3. Sediment and erosion control measures should not be placed in wetlands or waters. However, if
placement of sediment and erosion control devices in wetlands and waters is unavoidable, the devices
shall be removed and the natural grade restored within six months of the date the Division of Land
Resources has released the project.
4. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the 401 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401 /Wetlands Unit of the NC
Division of Water Quality. Please send photographs upstream and downstream of each culvert site to
document correct installation along with the Certificate of Completion form.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699
or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Central Files
File Copy
Greg Antemann - Carolina Wetland Services
Facility Name Chesterfield / Chantilly Capital Improvement
Project Number 04 0148
Comments (continued from page 1):
Date:
cc: Regional Office
Central Office Page Number 2
County Mecklenburg
Regional Contact:
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Chesterfield / Chantilly Capital Improvement
Project Number 04 0148
Recvd From APP
Received Date 2/3/04 Recvd By Region
Project Type stream enhancement
County Mecklenburg
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
-- O YO N ?- 11-137-8-2 ?? 30,834. r- 690.00 430.00 260.00
13 ? O Y ? 1 F- ?? 30,834. F_ F:.
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y QQ N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Staff visited the site on A rp it 6, 2004. The applicant request approval to im ap ct approximately 690
linear ft, of stream for the purpose of stream stabilization and stormwater control. Minimum impact is to
occur to the stream bed. The main impact is for stabilizing the stream bank.
The stream is located just south of Independence Blvd., in Charlotte in an older residential
nieghborhood. The individual are small, limiting the options for im rp oving_stream. The channel is
incised and in this case has been modified and redirected in places,
cc: Regional Office
Central Office Page Number 1
N Chedoffe•Necdenburg
STORM
WATFA
Seavi¢ss -
C, ,
WETLANDS/ 401 GROUP
February 2, 2004
Mr. John Dorney FEB 0 3
North Carolina Division of Water Quality ?004
Wetlands/401 Unit WATER
2321 Crabtree Blvd., Suite 250 ?uA?-? ? Y SECTION
Raleigh, NC 27604
Subject: Pre-Construction Notification Pursuant to Nationwide Permit
Nos. 3 and 13
City of Charlotte Storm Water Services
Chesterfield/Chantilly Capital Improvement Project
Charlotte, North Carolina
Dear Mr. Dorney:
City of Charlotte Storm Water Services (CSWS) is submitting a Pre-Construction
Notification pursuant to Nationwide Permit Nos. 3 and 13 for the
Chesterfield/Chantilly Capital Improvement Project in Charlotte, North Carolina.
The purpose of this project is to improve existing storm water infrastructure, control
stream bank erosion and flooding, and to prevent further property loss. The
Chesterfield Chantilly Capital Improvement Project is located in Charlotte, North
Carolina, off of Chesterfield Avenue, just south of Independence Boulevard
(Highway 74). Proposed channel improvements include gabion baskets, coir fiber
rolls, bank redefinition/reshaping, grade controls, and rock toe, and upgrading
existing storm drainage infrastructure (i.e., pipe and culvert replacement). We are
sending you seven copies of this submittal in accordance with the notification
requirements for NWP Nos. 3 and 13, effective March 18, 2002.
If you have any questions concerning this project, don't hesitate to contact me at
[e-mail] or [phone]. Thank you for your attention to this
matter.
Sincerely,
Jarrod J. Karl
Wetland Specialist
cc: Ms. Amanda Jones, USACE
To report drainage problems: 336-RA l/U
Carolina Wetland Services

Pre-Construction Notification Pursuant to
Nationwide Permit Nos. 3 and 13
Chesterfield/Chantilly Capital Improvement Project
Charlotte, North Carolina
Carolina Wetland Services Project No. 2002-0195
February 2, 2004
FEB Il P1 1D04
Prepared For:
Charlotte Storm Water Services
600 East Fourth Street
Charlotte, North Carolina 28202
[phone]
'i1J
Prepared By:
Mr. Gregory C. Antemann, P.W.S.
Mr. Ron G. Johnson, W.P.I.T
Carolina Wetland Services, Inc.
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
[phone]
WETLANDS/ 40l GROUP
WATER QUA1.I'ry SECTION
5000 Nations Crossing Road, Suite 230 • Charlotte, NC 28217 • [phone] Office • (704) 527-1 133 Fax
www.carolinawetlandservices.com
Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
Table of Contents
' Executive Summary ................................................................................................................................ 1
Existing Conditions ................................................................................................................................ 2
Current Land Use ................................................................................................................................ 2
'
Jurisdictional Delineation ................................................................................................................... 2
Agency Correspondence ......................................................................................................................... 4
Cultural Resources .............................................................................................................................. 4
'
Protected Species ................................................................................................................................ 4
Purpose and Need for the Project ........................................................................................................... 5
Avoidance and Minimization ................................................................................................................. 5
' Proposed Impacts to Jurisdictional Waters ............................................................................................. 6
Compensatory Mitigation ....................................................................................................................... 8
List of Attachments
Attachment A
Attachment A
Attachment A
Attachment B
Attachment C
Attachment D
Attachment E
Attachment F
Attachment G
Attachment H
Attachment I
- Figure 1. USGS Site Location Map
- Figure 2. NRCS Soil Survey
- Figure 3. Approximate Jurisdictional Boundary Field Map
- Pre-Construction Notification Application - Nationwide Permit Nos. 3 and 13
- Routine On-Site Data Form
- NCDWQ Stream Classification Forms
- USACE Stream Quality Assessment Worksheets
- Representative Photographs
- Residential Complaint Forms
- Agency Correspondence
- Figure 4a - 4e. Proposed Impacts
1
' Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
Executive Summary
' The Chesterfield/Chantilly Capital Improvement Project is located in Charlotte, North Carolina,
off of Chesterfield Avenue, just south of Independence Boulevard (Highway 74)
(Attachment A - Figures 1 and 2). The purpose of this project is to improve existing storm water
t infrastructure, control stream bank erosion and flooding, and to prevent further property loss.
Charlotte Storm Water Services (CSWS) has contracted Carolina Wetland Services, Inc. (CWS)
to provide permitting services for this project.
t
The results of the on-site field investigations conducted by CWS indicate that there is one
jurisdictional stream channel (Stream A) located within the project limits
(Attachment A - Figure 3). Unavoidable impacts under NWP No. 3 will total approximately 230
linear feet within Stream A. Permanent impacts under NWP No. 13 include 430 linear feet of bank
stabilization and grade control on Stream A. On behalf of CSWS, CWS is submitting a Pre-
Construction Notification application with attachments in accordance with Nationwide Permit
General Condition No. 13, and pursuant to Nationwide Permit Nos. 3 and 13 (Attachment B).

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Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
Existing Conditions
The Chesterfield/Chantilly Capital Improvement Project is located in Charlotte, North Carolina,
off of Chesterfield Avenue, just south of Independence Boulevard (Highway 74)
(Attachment A - Figures 1 and 2). The purpose of this project is to improve existing storm water
infrastructure, control stream bank erosion and flooding, and to prevent further property loss.
Charlotte Storm Water Services (CSWS) has contracted Carolina Wetland Services, Inc. (CWS)
to provide permitting services for this project.
Current Land Use
The land usages surrounding the project area consist of residential and industrial and include
developed and small wooded areas. Dominant vegetation includes red elm (Ulmus rubra), Chinese
privet (Ligustrum sinense), sweetgum (Liquidambar styracii lua), Japanese honeysuckle
(Lonicera japonica), English ivy (Hedera helix), and tall fescue (Festuca arundinacea). According
to the Soil Survey of Mecklenburg County, on-site soils consist of Cecil urban land complex, 2 to 8
percent slopes (CuB). This soil type is well drained and exhibits moderate permeability and
medium water capacity.
Jurisdictional Delineation
On May 14, 2001, March 19, and July 10, 2002, CWS's Gregg Antemann and Andrea Hughes
investigated on-site jurisdictional waters of the U.S. ' using the U.S. Army Corps of Engineers
(USACE) Routine On-site Determination Method. This method is defined in the 1987 Corps of
Engineers Wetlands Delineation Manual.2 No wetland areas were identified within the project
limits. A Routine On-Site Data Form representative of on-site non jurisdictional upland areas has
been included as Attachment C. Jurisdictional waters of the U.S. were classified according to
recent North Carolina Division of Water Quality (NCDWQ)3 and USACE guidance. NCDWQ
Stream Classification and USACE Intermittent Channel Evaluation Forms for Stream A have been
included as Attachments D and E.
"Jurisdictional waters of the U.S." includes essentially all surface waters such as: all navigable waters and their tributaries, all
interstate waters and their tributaries, all wetlands adjacent to these waters, and all impoundments of these waters.
2 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
3 North Carolina Division of Water Quality Stream Classification Method. Version 2.0. 1999.
2

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Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
The results of the on-site field investigation indicate that there is one jurisdictional stream channel
(Stream A) located within the project limits (Attachment A - Figure 3). Stream A consists of
closed pipe, open channel (Reaches 1, 3, and 4), and cement lined (Reach 2) segments that
generally flow south through the project area. Stream A is an unnamed tributary to Briar Creek.
Briar Creek is part of the Catawba River basin (HU# 03050103)4 and is classified as "Class C"
waters by the NCDWQ.
Table 1. Summarv of on-site iurisdictional stream channels

Reach
Classification' APPiroximate
Length'4''
'near feet
NCDWQ Score
USACE Score
?.'
Reach 1 Important Intermittent 3121f 26.5 38
Reach 2 Unimportant Intermittent 130 If 14.5 22
Reach 3 Important Intermittent 110 if 24.5 35
Reach 4
1

Perennial

545 if

31.5

59
Reach 1 is approximately 312 linear feet in length and was evaluated to be Important Intermittent.
Reach 1 is located between Chesterfield Avenue and Shenandoah Avenue on the northern portion
of the project area. This segment of Stream A exhibited a weak riffle-pool sequence, weak
sinuosity, and recent alluvial deposits. In addition, this segment lacked in-stream habitat and
contained stream substrate consisting of coarse sand to gravel. Biological sampling within Stream
A indicated a weak presence of benthic macroinvertabrates (Attachments D and E - SCP 1). This
Form and 38 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet. A
portion of Stream A scored 26.5 out of a possible 71 points on the NCDWQ Stream Classification
photograph of Reach 1 has been included as Attachment F - Photograph A.
Reach 2 is 130 linear feet in length and is located south of Chesterfield Avenue. Reach 2 is
channelized with a cement-lined bed and bank and was evaluated to be Unimportant Intermittent.
This segment lacked sinuosity and in-stream habitat, and has an ordinary high water width of less
than one foot (Attachments D and E - SCP2). This portion of Stream A scored 14.5 out of a possible
71 points on the NCDWQ Stream Classification Form 22 out of a possible 100 points on the
USACE Stream Quality Assessment Worksheet. A photograph of Reach 2 has been included as
Attachment F - Photograph B.
4 "HU#" is the Hydrologic Unit Code. Hydrologic Unit Map, State of North Carolina. U.S. Geological Survey. 1974.
3

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Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
Reach 3 is approximately 110 linear feet in length and was evaluated to be Important Intermittent.
Reach 3 is located downstream of Reach 2, between Chesterfield Avenue and Bay Street. This
segment of Stream A exhibited stable stream banks, a two-foot ordinary high water width, and
stream substrate consisting of coarse sand and rip rap (Attachments D and E - SCP3). This portion
of Stream A scored 24.5 out of a possible 71 points on the NCDWQ Stream Classification Form
and 35 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet. A
photograph of Reach 3 has been included as Attachment F - Photograph C.
Reach 4 is approximately 545 linear feet in length and is located between Bay Street and Laburnum
Avenue. Reach 4 was evaluated to be Perennial. This segment of Stream A was evaluated under
mid-summer drought conditions. The streambed was saturated and a large persistent pool was
present at the outfall from the Bay Street crossing, however, flow was not present on the day of the
field investigation. Streambed substrate is composed of coarse sand to small boulders and bricks.
Benthic macroinvertebrates were prevalent in the pool and crayfish mounds were abundant
throughout the channel. This portion of Stream A scored 31.5 out of a possible 71 points on the
NCDWQ Stream classification Form and 59 out of a possible 100 points on the USACE Stream
Quality Assessment Worksheet. A photograph of Reach 4 is included as
Attachment F - Photograph D.
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on August 11, 2003 to
determine the presence of any areas of architectural, historic, of archaeological significance that
would be affected by the project. In a letter dated September 12, 2003, the SHPO stated that they
"have conducted a review and are aware of no historic resources which would be affected by the
project" (Attachment G).
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on
August 11, 2003 to determine the presence of any federally-listed or candidate endangered or
threatened species or critical habitat located within the project area. In a letter dated August 18,
2003, the NCNHP stated that they "have no record of rare species, significant natural
communities, or priority natural areas at the site or within a mile of the site" (Attachment G).
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Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
Purpose and Need for the Project
Stream A conveys a large volume of water during high flow events. Several homes along the
primary conveyance system in this neighborhood experience frequent flooding. This includes
street flooding and private property flooding. Several complaints have been filed with the City
of Charlotte by residences experiencing these issues. Complaint Forms have been included as
Attachment G. In order to reduce the flooding problems along this channel, culvert and channel
improvements are necessary. The purpose of this project is to improve bank stability to control
stream bank erosion and flooding, and to prevent further property loss.
Avoidance and Minimization
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. This project has limited the amount of hard stabilization to below the State
Environmental Policy Act (SEPA) Environmental Assessment threshold of 500 linear feet. This
reduction was accomplished by reducing the rip rap stilling basin (Figure 4c) to a standard rip
rap apron and eliminating rip rap toe to outside meander bends.
Channel improvements are necessary to stabilize severely eroded banks. Natural channel design
was originally considered as a design for this project. However, it was determined that this was
not feasible due to the close proximity of the homes, existing structures, and small lot sizes in
this neighborhood. Proposed channel improvements include gabion baskets, coir fiber rolls, bank
redefinition/reshaping, grade controls, and rock toe. Where possible, soft stabilization measures
including coir rolls, erosion control matting, live staking, have been employed. In areas of high
shear stress, hard stabilization is necessary to effectively stabilize the stream banks. Coir fiber
would not be practical for these areas for the following reasons:
• The shear stress values on the outside meander bends of this channel exceed the lower end
of the range for maximum allowable shear stress for coir fiber rolls. Rock toe is limited to
the outside of meander bends, where most scour occurs.
• The downstream end of the gabion baskets will experience a rapid expansion of flow,
increasing scour potential.
5

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Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
The shear-stress data for the channel can be seen below (Tables 2 and 3):
Tahle 2_ + Shear Stress C'alculatinn Summarv
Station 2- r Shear 2- r Veloci 10- r Shear 10- r Velocity
Ibs/s . ft ft/s lbs/s . ft ft/s
12+53 1.0 3.5 1.2 4.7
13+07 1.0 3.6 1.2 4.6
13+67 1.0 3.5 1.2 4.7
14+50 1.1 4.1 1.4 5.0
22+23 1.0 3.6 1.1 4.4
23+40 1.0 3.6 1.1 4.4
24+00 1.0 4.2 1.2 4.6
Table 3. Allowable Shear Stress
Method Allowable Shear Stress.-
Rock Toe 18" - 24" 6 lb/sq. ft.'
Grade Control Structures 4 lb/sq. ft.'
12" Coir Fiber Roll 0.8-3 lb/sq. ft.6
As indicated in Tables 2 and 3, the calculated shear stress and velocity requires toe protection for
where banks are close to major structures. For example, an area in which gabions are proposed is
stability on outside meander bends. The gabion baskets are proposed in portions of the channel
along the driveway at 2024 Shenandoah Avenue (Figure 4d.). This driveway is currently eroding
into the channel and has a failing retaining wall. Another area where gabions are proposed is next
to the home at 2031 Bay Street (Figure 4c.). The existing stream bank is less than 10 feet away
from the house on this property.
Possible upstream detention was investigated north of Independence Boulevard as a means of
alleviating flooding. It was determined that there was not a viable place/available amount of land to
provide for upstream detention. Proper sediment and erosion control measures will be used to
minimize disturbances to downstream waters throughout the course of the project.
Proposed Impacts to jurisdictional Waters
Proposed impacts under NWP No. 3 will total approximately 230 linear feet of Stream A. Impacts
to Unimportant Stream A will be limited to Reach 2 and will result from the replacement of the
concrete channelized section with 120 linear feet of 6' by 4' reinforced concrete box culvert
(RCBC) (Attachment H - Figures 4c). Impacts to Perennial/Important Intermittent Stream A
5 "Erosion and Sediment Control Planning and Design Manual," NCDENR, Table 8.05g, p. 8.05.13, 1995.
6 Letter from Rolanka International, Inc. (manufacturer).
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Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
include the installation 95 linear feet (95 bank feet) of rip rap aprons, and 15 linear feet of fill due to
pipe and culvert realignment. The existing wood retaining wall at the outlet of Shenandoah Avenue
is failing to provide the necessary stabilization and will be replaced with hard structures
(Attachment H - Figure 4d).
Permanent impacts under NWP No. 13 total approximately 430 linear feet of Perennial/Important
Intermittent Stream A. Impacts will be limited to stabilization activities including the installation of
200 linear feet (200 bank feet) of rip rap toe, 215 linear feet (215 bank feet) of gabion wall, and 25
linear feet (25 bank feet) of grade control structures in Stream A
(Attachment H - Figures 4b-4d). Total impact number takes into account the use of more than one
technique within the same stream reach, i.e. grade controls and rock toe in the same place were not
counted twice.
Temporary impacts include the installation of 623 linear feet (886 bank feet) of coir fiber roll along
Stream A, and the use of erosion control matting along all impacted banks. Banks of 2030
Shenandoah, 2101 and 2109 Laburnum Avenue will be stabilized using live stakes per easement
negotiation requests. Depending on easement negotiations, CSWS is working with property
owners to replace riparian vegetation throughout the project corridor. Portions of the rip rap
aprons are existing and will not increase total linear feet of impacts to the channel. All rip rap
aprons are associated with pipe and culvert outfalls and will fall under NWP 3. Rip rap aprons
downstream from outfalls will adhere to standard 20.23 of the Charlotte-Mecklenburg Land
Development Standards Manual. Tables 4 and 5 summarize the proposed impacts for this project.
On behalf of CSWS, CWS is submitting a Pre-Construction Notification application with
attachments in accordance with Nationwide Permit General Condition No. 13, and pursuant to
Nationwide Permit Nos. 3 and 13 (Attachment Q.
7
' Chesterfield/Chantilly Capital Improvement Project February 2, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2002-0195
u

C
Table 4. Imnact Descrintion Overview.
Impact Description Length Sheet Figure No. NWP
Nos.
Coir Fiber Roll 623 if 5,6,7 4b, 4c, 4d 13
(886 b
Rip Rap Toe 2001f 5,7 4a, 4d 13
200 b
Gabion Wall 2151f 5,6,7 4b, 4c
4d 13
215 b ,
Rip Rap Aprons 95 if 6,7 4c, 4d 3
Grade Controls 25 if 5,7 4b, 4d 13
Piping 135 if 6,7 4c, 4d 3
Total 1,2931f -- -- --
Table 5. Summarv of Permanent Imnacts to Stream A.
Classification NWP 3 Impacts, . NWP,13.Impacts Reach.No.
Perennial 20 if 275 If 4
Important Intermittent 90 if 155 if 1
Unimportant Intermittent 1201f -- 2
Total Impact 2301f 4301f --
' Compensatory Mitigation
' Construction of this project will improve water quality on a watershed scale by enhancing
channel dimension, profile, and in-stream habitat. CSWS believes that this project is self-
mitigating given the decrease in sediment loading downstream and water quality improvements
that will result from construction of the project.
8
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Carolina Wetland Services Figure 1. USGS Site Location Map
5000 Nations Crossing Road, Suite 230 Chesterfield/Chantilly Capital Improvement Project
Charlotte, North Carolina 28217 Charlotte, North Carolina
?It CWS Project No. 2002-0195
PREPARED BY ` j?j DATE 3-20, O Z- 1 CHECKED BY DATE Z
GM 3.77
I Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minute Topographic Map Series, Charlotte East, NC, quadrangle, dated 1991.
OTTE
;eat)

' D2
Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
B
):
Cul
Figure 2. NRCS Soil Survey
Chesterfield/Chantilly Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2002-0195

Approximate Scale 1" = 2000'
Reference: NRCS Soil Survey of Mecklenburg County, North Carolina, Sheet No. 7 dated 1980.

' - - i _-
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE APPROXIMATED IN THE FIELD BY CWS ON MAY 14, 2001 AND I«i-A"MWk A"
MARCH 19, 2002. JURISDIC T TONAL WATERS OF THE U.S. HAVE NOT BEEN VERIFIED BY THF. U.S. ARMY CORPS OF ENGINEERS.

Ind*POndencei
oulevard?
t
°
= ?
gg.

' •
' -'
. 'r ` .
,?
?'
,{
,,yam
. ?
,? ?Y•. .

Reach No. '!

Important Intermittent A
'

9
ti

} ?
•? . ,
? B
?
o _ `
•v Reach No. 2
Unimportant Intermittent

' LEGEND
JURISDICTIONAL STREAM CHANNEL
PERENNIAL STREAM CHANNEL
IMPORTANT INTERMITTENT CHANNEL
UNIMPORTANT INTERMITTENT CHANNEL
' •SCP#I STREAM CLASSIFICATION POINT
•DP#I DATA POINT
' --? PHOTO LOCATION AND DIRECTION
' APPROXIMATE SCALE: I"=220'
?44 Carolina Wetland Services
(1'' 5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
REFERENCE: GIS LAYERS PROVIDED BY MECKLENBURG COUNTY LAND USE AND
ENVRONMENTAL SERVICES DATED 2002.
Figure 3. Approximate Jurisdictional Boundar;
Field Map
Chesterfield/Chantilly Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2002-0195
- PREPA DBY DAT CHECKED DAT/'5,/0Z
Iti, 02 1
1
Gt

1

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit Nos. 3 and 13
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: City of Charlotte Storm Water Services Contact: Mr. Jarrod J Karl
Mailing Address: 600 East Fourth Street
Charlotte, North Carolina 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:ikarlpci.charlotte.nc.us
2. Consultant Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Gregory C. Antemann, PWS
Company Affiliation: Carolina Wetland Services, Inc.
Mailing Address: 5000 Nations Crossing Road Suite 230
Charlotte, North Carolina 28217
Telephone Number: 704-527-1177 Fax Number: 704-527-1133
E-mail Address: gregggcarolinawetlandservices.com
Pagel of 8
I
III. Project Information
1. Name of project: Chesterfield/Chantilly Capital Improvement Project
t 2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
' County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From downtown Charlotte, take
Central Avenue to Pecan Avenue. Turn right onto Pecan Avenue and continue for
approximately % mile and turn left onto Chesterfield Avenue.
' 5. Site coordinates, if available (UTM or Lat/Long): N 35° 12' 57- W 80° 48' 48"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
' The existing land use of the project area is residential.
7. Property size (acres): 27 acres
' 8. Nearest body of water (stream/river/sound/ocean/lake): Briar Creek
9. River Basin: Catawba River
' (Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
t 10.. Describe the purpose of the proposed work: Stream A conveys a large volume of water
during high flow events. Several homes along the primary conveyance system in this
neighborhood experience frequent flooding. This includes street flooding and private
' property flooding. Several complaints have been filed with the City of Charlotte by
residences experiencing these issues. Complaint Forms have been included as Attachment G
In order to reduce the flooding problems along this channel culvert and channel
' improvements are necessary. The purpose of this project is to improve bank stability to
control stream bank erosion and flooding and to prevent further property loss

11. List the type of equipment to be used to construct the project: A trackhoe and typical
excavation equipment will be used for this project.
'
12. Describe the land use in the vicinity of this project: The land use surrounding the project
area consists of residential areas and generally include developed and small wooded areas

Page 2 of 8
IV. Prior Project History
Three previous phases to this project were completed in 1996, 1998, and 1999, respectively. All
previous phases were minor projects that included culvert replacements and some rip rap
installation associated with the crossings.
V. Future Project Plans
There are no future project plans for this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
1. Wetland Impacts
Wetland Impact Located within
Distance to
Site Number Type of Impact* Area of Impact
(acres) 100-year
Floodplain** Nearest Stream Type of Wetland***
(indicate on map)
(yes/no) (linear feet)
N/A

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
N/A
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please secify)
Stream A piping 135 If Unnamed Tributary to 1' Intermittent
Briar Creek
Stream A gabion wall 125 if Unnamed Tributary to 4' Perennial
Briar Creek
Stream A rip rap toe 135 if Unnamed Tributary to 4' Perennial
Briar Creek
Stream A rip rap apron
p p 20 If Unnamed Tributary to
4'
Perennial
Briar Creek
Stream A grade controls 15 If Unnamed Tributary to 4' Perennial
Briar Creek
Stream A grade controls 10 if Unnamed Tributary to 1-3' Intermittent
Briar Creek
Page 3 of 8
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Stream A rip rap apron 75 if Unnamed Tributary to 1-3' Intermittent
Briar Creek
Stream A rip rap toe 65 if Unnamed Tributary to 1-3' Intermittent
Briar Creek
Stream A gabion wall 90 if Unnamed Tributary to 1-3' Intermittent
Briar Creek
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 690 linear feet
(440 if under NWP 13. 230 If under NWP3)
(Total takes into account the use of more than one technique within the same stream reach
i.e. grade controls and rock toe in the same place were not counted twice)
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres)
Name Wate
(if applicable) Type of Waterbody
(lake, pond, estuary,
sound,
bay, ocean, etc.)

N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A
Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
I Page 4 of 8
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
' practicable. This project has limited the amount of hard stabilization to below the State
Environmental Policy Act (SEPA) Environmental Assessment threshold of 500 linear feet. This
reduction was accomplished by reducing the rip rap stilling basin (Figure 40 to a standard rip
' rap apron. Channel improvements are necessary to stabilize severely eroded banks. Natural
channel design was originally considered as a design for this protect. However, it was
determined that this was not feasible due to the close proximity of the homes existing structures
' and small lot sizes in this neighborhood. Proposed channel improvements include gabion
baskets, coir fiber rolls, bank redefinition/reshaping, grade controls and rock toe. Where
possible, soft stabilization measures including coir rolls, erosion control matting live staking
' have been employed. In areas of high shear stress, hard stabilization is necessary to effectively
stabilize the stream banks. As indicated in Tables 2 and 3, the calculated shear stress and velocity
requires toe protection for stability. Coir fiber would not be practical for these areas due to the
' fact that the shear stress values on the outside meander b\ends of this channel exceed the lower
ind of the range for maximum allowable shear stress for coir fiber rolls. Rock toe is limited to
the outside of meander bends, where most scour occurs. The downstream end of the gabion
' baskets will experience a rapid expansion of flow, increasing scour potential. The gabion
baskets are proposed in portions of the channel where banks are close to major structures. For
example, an area in which gabions are proposed is along the driveway at 2024 Shenandoah
' Avenue (Figure 4d.). This driveway is currently eroding into the channel and has a failing
retaining wall. Another area where gabions are proposed is next to the home at 2031 Bay Street
(Figure 4c.). The existing stream bank is less than 10 feet away from the house on this property,
Possible upstream detention was investigated north of Independence Boulevard as a means of
alleviating flooding. It was determined that there was not a viable place/available amount of
land to provide for upstream detention Proper sediment and erosion control measures will be
' used to minimize disturbances to downstream waters throughout the course of the project.
VIII. Mitigation
' Construction of this project will improve water quality on a watershed scale by enhancing channel
dimension, profile, and in-stream habitat. CSWS believes that this project is self-mitigating given the
decrease in sediment loading downstream and water quality improvements that will result from
' construction of the project.
Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401 /Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Page 5 of 8

Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
' If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
' If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify: )?
' Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
' mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. N/A

Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Gone t extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 6 of 8

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Sources of nearby impervious cover include roads driveways and rooftops. This project will
not cause an increase in the impervious coverage of the project area.
XII. Sewage Disposal (DWQ Only)
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 7 of 8
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Construction is scheduled to begin immediately following receipt of the appropriate permits.
App ' gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of S
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Project: Chesterfield/Chantilly C.I.P. Date: 03/19/02
Applicant: Charlotte Storm Water Services County: Mecklenburg
Investigators: Gregory C. Antemann P.W.S. and Andrea Hughes State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: nntand
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP1
(If needed, explain on reverse.)
VFr.FTATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ligustrum sinense Shrub FAC 9.
2. Hedera helix Vine
3. Ulmus rubra Tree -
FAC 10.
11.
4. Lonicera japonica Vine FAC- 12.
5. Fragaria virginiana Herb FAC- 13.
6. Liquidambar styraciflua Tree FAC+ 14.
7. Viola pedata Herb FACU 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
50%
Remarks:
50% of dominants are FAC or wetter.
NynRnl nny
_ Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines -
Field Observations: _ Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are not present.
1 Routine wetland Determination Page 1 of 2 7/16/2002
SOILS
Map Unit Name
(Series and Phase): Cecil-Urban land complex Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic T is Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12" B 10YR 4/2 7.5YR 4/6 many silty loam
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No ?s this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a non-jurisdictional upland area.
Approved by HQUSACE 2/92
I Routine Wetland Determination Page 2 of 2 7/16/2002
' NCDWO Stream Classification Form SCP1 - Important Intermittent Stream A (Reach 1)
Project Name: Chesterfield/Chantilly C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator: Gregory C. Antemann. PWS
DWQ Project Number: Nearest Named Stream: Briar Creek Signature: 611--4
Date: 3/19/02 USGS QUAD: Charlotte East. NC Longitude: W80°48' 48" Latitude: N35* 12'57"
Location/Directions: From downtown Charlotte, take Central Avenue to Pecan Avenue Go right on Pecan Avenue for approximately 1A mile
then turn left onto Chesterfield Avenue. The site is located off of Pecan Avenue along Chesterfield Avenue.
"PLEASE NOTE: /f-ahrator and landmuner agree that the feature is a man-made ditch, then use o/7his form is not nee-y. Also, if in the best professional judgement of the ernluator, the
feature is a mmn-made ditch and not a mortified narural stream--this mling system shauld not be used"
Primary Field Indicators: (Circle One Number Per Line)
1. Geomor holo Absent Weak Moderate Strom
1) Is There A Riffle-Pool Sequence? 0 I 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 © 3
3) Are Natural Levees Present? ® l 2 3
4) Is The Channel Sinuous? 0 _ n _2 3
5) Is There An Active (Or Relic)
11. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 n 3
PRIMARY HYDROLOGY INDICATOR POINTS: 2

1 Are Fibrous Roots Present In Streambed? sruu
2 1 0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri It ton Present? 1 2 3
4 Are Bivalves Present? 1 2 3

PRIMARY BIOLOGY INDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
' SECONDARY GEOMORPHOLOGYINDICA TOR POINTS: V 1 V
I1. Hvdrolagv Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 0.5 1 1.5
Last Known Rain? *NOTIi: I 'Ditch Indicated In 19 Above Ski This Ste And -5 Below"
' 5) Is There Water In Channel During Dry 0.5 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1. N0=0
SECONDARY HYDROLOGY INDICATOR POINTS: 4
1 Are Fish Present? 0'5 1 1.5 v
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: fl ntal Ahsence Ql All Plants In ,Streambed 2 1 0.75 0.5 0 0
As Noted Above Skin This Sten UNLESS SAD' Present*)
SECONDA R Y BIOLOGY INDICA TOR POINTS: 1.5
1 TOTAL POINTS (Primary + Secondarv)= 26.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE: U'Bed d Bank Caused By Ditching And WITHOUT, inuosity Then Score=0*)
10) Is A 2"" Order Or Greater Channel (As Indicated
On Tooo Mao And/Or In Field) Present? Yes---3 0=0
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 11
' NCDWO Stream Classification Form SCP2 - Unimportant Intermittent Stream A (Reach 2)
Project Name: Chesterfield/Chantilly C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator: Gregory C. Antemann. P. W.S.
DWQ Project Number. Nearest Named Stream: Briar Creek Signature: ( Diet
' Date: May 14. 2001 USGS QUAD: Charlotte East. NC Longitude: W80° 48'48" Latitude: N35° 12' 57"
Location/Directions: From downtown Charlotte, take Central Avenue to Pecan Avenue Go right on Pecan Avenue for approximately '/4 mile
then turn left onto Chesterfield Avenue. The site is located off of Pecan Avenue alone Chesterfield Avenue
"PLEASE NOTE: If enuluator anr! lnnrloivner agree that the feature is a man-mode ditch, then use of thisfornt is not necessary. Also, if in the best professional judgement of the eiviuator, the
_ feattre it a ntrsn-wade ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
' I. Geomor holo Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 1 2 3
2) is The USDA Texture in Streambed
Different From Surrounding Terrain? 1 2 3
?., 3 Are Natural Levees Present? I 2 3
4) Is The Channel Sinuous? ) 2 3
5) Is There An Active (Or Relic)
11. Hvdrolo y Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present" 0 Q 2 3
PRIMARY HYDROLOGY INDICATOR POINTS: 1

---- ------
1 Are Fibrous Roots Present In Streambed? roan iviouerare Strong
2 1 0
2) Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri llton Present? 1 2 3
4 Are Bivalves Present? 0 1 2 3
PRIMARY HIULUUY INDICATOR POINTS. 6
Secondary Field Indicators: (Circle One Number Per Line)
1) Is There A Head Cut Present In Channel? 0.5 1 V 1.5 V t
2) is There A Grade Control Point in Channel? 0 0.5 1 n
3) Does Topography Indicate A
Natural Drainage Way? 0 On5 I 1.5
SECONDARY GEOMORPHOLOGY INDICA TOR POINTS:-2
11. Hydrology Absent Weak Moderate Stron
1) Is This Years (Or Last's) Leaflitter
Present In Streambed? I. 1 0.5 0
2) is Sediment On Plants (Or Debris) Present9 0.5 1 1.5
3) Are Wrack Lines Present? 0 0.5 Q 1 5
4) Is Water In Channel And >48 Hrs. Since ® 0.5 1 1.5
Last Known Rain? *NOTE: I Ditch Indicated In ?19 Above Ski Thir Ste And k5 Below*
5) Is There Water In Channel During Dry 10 0.5 1 1.5
Conditions Or in Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1 5 __ _ No=n
SECONDARYHYDROLOGY INDICATOR POINTS: 2.5
,TOTAL POINTS (Primary + Secondarv)= 14.1 (If Greater .Than Or Equal To 19 Points The Stream Is At Least Intermittent)

('NUl t: 11 lied n- /lank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2"' Order Or Greater Channel (As Indicated
On Tooo Mao And/Or In Field) Presents Yes=-3 NOA
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 3
of rye weuanu rants in 3ireamoear ?,A V Mostly UBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: IfToml Absence QfAll Plants In Streambed 2 1 0.75 OS 0 0
As Noted Above Skin This Slen UNLESS SAV Presenl*)
SECONDARYBiOLOGY INDICATOR POINTS: 0
NCDWO Stream Classification Form SCP3 - Important Intermittent Stream A (Reach 3)
Project Name: Chesterfield/Chantilly C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator: Gregory C. Antemann, PWS
' DWQ Project Number: Nearest Named Stream: Briar Creek Signature: (oC.4
Date: 3/19/02 USGS QUAD: Charlotte East, NC Longitude: W80°48'48" Latitude: N35°12'57"
Location/Directions: From downtown Charlotte, take Central Avenue to Pecan Avenue. Go right on Pecan Avenue for approximately '/4 mile
then left onto Chesterfield Avenue. The site is located off of Pecan Avenue along Chesterfield Avenue.
"PLEASE NOTE: If erahtator and landmvner agree that thefeature is a man-made ditch, then use of This form is not necessary. Also, if in the hest professional judgement of the evaluator, the
' jenmre is n -nnuie ditch and not a modified natural stream-this rating system .should tot he Used*
PrimarV71:11 d Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strop
1) Is There A Riffle-Pool Sequence? 0 1 2 3
' 2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 0 3
3 Are Natural Levees Present? 51 1 2 3
4) Is The Channel Sinuous? I 2 3
5) Is There An Active (Or Relic)
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 © 3
PRIMARY HYDROLOGY INDICATOR POINTS: 2

1 Are Fibrous Roots Present In Streambed? ?rron
2 1 0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 is Peri li ton Present? 1 2 3
4 Are Bivalves Present? no 1 2 3
PRIMARY BIOLOGY INDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
1) Is There A Head Cut Present In Channel? 0.5 1 V 1.5
V1
2) Is There A Grade Control Point In Channel? 0 0.5 1
3) Does Topography Indicate A
Natural Drainage Way? 0
0.5
Q 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 2.5
If. Hydrology Absent
Weak
Moderate Strop
1) Is This Year 's (Or Last's) Leaflitter
rrr n:..i,.
-

I Are Fish Present?
acii
0.5
.ivactate ?rron
1 1.5
2 Are Am hibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 ] 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0 b?5 ?1 I
7) Is Filamentous Algae Present? 0 0.5 11 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence OJ'All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skin This Sten UNLESS SAV Present*).
SECONDAR Y BIOLOGY INDICATOR POINTS: I.5
TOTAL POINTS (Primary + Secondary= 24.5 If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE. If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score= 0*)
10) Is A 2W Order Or Greater Channel (As Indicated
On Topo Man And/Or In Field) Present? Yes-3 0=0
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 9
Last Known Rain? *M07'E: I 'Ditch Indicated In '9 Above Ski This Ste And 45 Below*
5) Is There Water In Channel During Dry 0 0.5 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)y Yes=1.- No4
SECONDARY HYDROLOGY INDICATOR POINTS: 3.5
r
NCDWO Stream Classification Form SCP4 - Perennial Stream A (Reach 4)
Project Name: Chesterfield/Chantilly C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator: Andrea L. Hughes
DWQ Project Number: Nearest Named Stream: Briar Creek Signature:
Date: 7/10/02 USGS QUAD: Charlotte East. NC Longitude: W80°48' 48" Latitude: N351 12'57"
Location/Directions: From downtown Charlotte, take Central Avenue to Pecan Avenue. Go right on Pecan Avenue for approximately 'A mile
then turn left onto Chesterfield Avenue. The site is located off of Pecan Avenue along Chesterfield Avenue
PLEASE NOTE: !f ernlantor and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the a ahtntor, the
feature is n nrnn-nmde ditch and not a modified natural stream-this rating system should not be used"
Primary Field Indicators: (Circle One Number Per Line)
L Geomorphology Absent Weak Moderate Stron
111, There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 v
3 Are Natural Levees Present? 0 1 2 3
4) Is The Channel Sinuous? 0 in 2 z

5) Is There An Active (Or Relic)
tl
i
lit
11. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 QI 2 3
PRIMAR Y HYDROLOGY INDICATOR POINTS: 1
• •'•
1 Are Fibrous Roots Present In Streambed? IvtVUCr:IIC Jtrona
2 1 0
2 Are Rooted Plants Present In Streambed? 2 1 0

3 Is Peri h ton Present? _
1 2 3
4 Are Bivalves Present? 1 2 3
PRIMARYBIOLOGY INDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 1.5
11. Hvdruloav Absent Weak Moderate Stron
1) is This Year's (Or Last's) Leaflitter

1) Are Fish Present?
0 0.5 inuuerare Jrron
1 1.5
2 Are Am hibians Present? 0.5 I 1.5
3) Are AquaticTurtles Present? 0.5 1 1.5
4 Are Cravfish Present? 0 0.5 I 1.5
6 Are Iron Oxidizing Bacteria/Fungus Present? 0 0.5 1 1.5
7) Is Filamentous Algae Present? 0 0.5 1 1.5
3) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Sireantbed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARY BIOLOGY INDICATOR POINTS: 3.5
TOTAL POINTS (Primary + Secondary)= 31.5 (If Greater Titan Or Equal To 19 Points The Stream Is At Least Intermittent)
(-/VOTE. 11 Bed d- Bank Caused By UitchinY And WITHOUT Sinuosity Then Score=0*)
10) Is A 2"a Order Or Greater Channel (As Indicated
On Topo May And/Or In Field) Present? Yes=3
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 16
Last Known Rain? *NO7'6: I Hitch Indicated 177 a9 Above Ski This Ste And ti5 Below*
5) is There Water In Channel During Dry 0 1 15
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1 N0=0
SECONDARY HYDROLOGY INDICATOR POINTS: 3.5

USACE AID#
DWQ#
STREAM QUALITY ASSESSMENT WORKSHEET
SCP1 - Important Intermittent Stream A (Reach 1)

1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Gregg C. Antemann, PWS
3. Date of Evaluation: 3/19/02 4. Time of Evaluation:
5. Name of Stream: Unnamed tributary of Briar Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 20 acres 8. Stream Order: First
9. Length of Reach Evaluated: Approximately 312 linear feet 10. County: Mecklenburg

11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte take Central Avenue to Pecan Avenue.
Go right on Pecan Avenue for approximately % mile then turn left onto Chesterfield Avenue.
12. Site Coordinates (if known): N350 12'57" W800 48'48"
13. Proposed Channel Work (if any): bank stabilization

14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60 degrees.
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-N)
17. Is there a pond or lake located upstream of the evaluation point? YES If yes, estimate the water surface area: N/A
18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 75% Residential 25 % Commercial _% Industrial % Agricultural
_% Forested % Cleared / Logged % Other ( )
21. Bankfull Width: 2' 22. Bank Height (from bed to top of bank): 2-3'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Total Score (from reverse): 38 Comments: Hydric soils in bed and bank

Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.

SCP1 - Important Intermittent Stream A (Reach 1) '
STREAM QUALITY ASSESSMENT WORKSHEET
ECORFGIO'N POL>\i T RANGE
CHARACTERISTICS SC-ORE
- Coastal Piedmont A,lountaiu I
1 Presence of flow./ persistent pools in stream
0
_4 - 5 2
Inc flow or saturation = 0; strong flow = max points) 0
Evidence of 'past human, alteration
2
4
0-o
extensive alteration = 0; no alteration = max points) 1
Riparian zone
0 I 0 2
I ins; buffer = (): c(IntiLIuou..vuie -buffer - m1:. points) '
I
Evidence, of nutrient or chernkal!Aischaroes
4 ? b
?
- ? 0-4 l
3
l,esransive di, charges O; uo discharges = m:L points)
s Groundwater discharge ? a -- 4 ? 0 4 1
'r no discharge = 0 ,rnngs, Seeps, wetlands- etc. max points
Presence of rdjacentfloodplain
0 0 d
o
U 1
(no 110o1plai.i 0,cxteEsive floodplain=mat,pourrs)
Entrenchment/ floodplain, access -? _
0 - d 0 - 2
iacquent decpIy,entrn ?
dmax points)
?
___--
g le ,
ence o
fadjacent wetlands
0- 6 d 0 0
(nt) % ctlands O;. acgeadjacentwetlands-i1,?tz points) -
Channel sinuosity -
U-5 0-4 ? O-3
1

- extensive cliauncliration = 0; natural meander max points) I

4 .) Sediment input'
5 0 - 4 ) a
1
e?ten,ive.de esiuun= 0; little or no sediment max pointu i
Size &: diversity of channel bed substrate
(line, domoge:no?u? = 0; large; diverse sizes -max points
Evidence of channel incision?or widening
?- l`
0 5 0-4 0-5
(deeply incised= 0; stable bed & banks: max points)
2
Presence of major bank failures
2
_ (severe ero?jon n. no erosion, stable. banks ? n1?tx pomts)
0
1+ Root depth and density on banks
0-3 0 l 0
-5 2
.
(no visible roots - 0; dense roots throughout= max point")
J linpacthy agriculture or livestock production ?-
15
_ - 0-5 0-4 0 5 4
(substantial impact.=O; no evidence - max points).

6 Presence of riffle-poollripple-pool complexes=
'
0_3 0-5

2
'(no rifflesfripplc? or pools - 0; well-developed --
:max points)
i

17 Habitat complexity,
0-6 0-6 0-6
2
_ (httlr, or no habitat 0; frequent, varied habitats max points)
$ Canopy coverage over streambed 4 S 0-5 5
0 2
(no shading vegetation= 0; continuous '.canopy ? - max points)

9 -
Substrate embeddedness
- 4
NA d -0

2
.
(deeply embedded = 0; loose structure = max)

20 Presence of stream invertebrates.
'
S
(no evidence- 0; common, numerous types = max points) 0 4 0-5 0 2
Presence of amphibians
?t } }
?-4
(Liu a V donee-= U,, common, numerous -types ? r 1a poizrtS)
0
:.
.?

22 Presence of fish

0-4
` T -

0-4
0-4

0
? (no evidence - 0; common, numerous. types = max points) ?
-
Evidence ,of wildlife use
23 0-6 0-5" 0-5
`
0
?
nr_•,uicnc. 0: ahunci<rni _. idciic.: - nrr? 1„ utl?i ?
Total Points Possiblc 100 100
TOTAL. 00
SCORE, (aiso eater on 1 i1 tit pa,ae) 38
* These characteristics are not assessed in coastal streams.
2
OFFICE USE ONLY: USACE AID# DWQ #
STREAM QUALITY ASSESSMENT WORKSHEET
' SCP2 - Unimportant Intermittent Stream A (Reach 2)
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Gregg C. Antemann, PWS
' 3. Date of Evaluation: 3/19/02 4. Time of Evaluation:
5. Name of Stream: Unnamed tributary of Briar Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 40 acres 8. Stream Order: First
9. Length of Reach Evaluated: Approximately 130 linear feet 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte take Central Avenue to Pecan Avenue.
' Go right on Pecan Avenue for approximately '/< mile then turn left onto Chesterfield Avenue.
12. Site Coordinates (if known): N350 12'57" W800 48'48"
' 13. Proposed Channel Work (if any): bank stabilization
14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60 degrees.
' 16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
' 17. Is there a pond or lake located upstream of the evaluation point? YES (?D If yes, estimate the water surface area: N/A
18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 75% Residential 25 % Commercial % Industrial % Agricultural
' _% Forested _% Cleared / Logged _% Other ( )
21. Bankfull Width: <1' 22. Bank Height (from bed to top of bank): <1'
' 23. Channel slope down center of stream: X Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous _Braided Channel
' Total Score (from reverse): 22 Comments: Manmade cement canal
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.
SCP2 - Unimportant Intermittent Stream A (Reach 2) '
STREAM QUALITY ASSESSMENT WORKSHEET
L..`d' "Y3-W Y-T"XT TD/=lTT7-1r Y1 A.; -%Tf' Tn..;.. i
Gl_Vi\1 V'CVi? r VTi?'1 Imo. N.I\I.TL
CHARACTERISTICS
SCORE
Coasta l Piedmont Mountain;:
Presence of flow ' persistent pools in stream
1 - ? 0-?
(no°flow, or: saturation - 0: strong flow - mat points 0- -l 0-5" 1
Evidence of past human alteration 0
(S 5 0
5,
0
-
..
(?:xtCii?i ??e alteration Ox.:nn;alteraii?. n - ?za.. _ c in to ) -
-
Riparian zone

wo buffer - 0: contiguous, wide butfcr - max p,1111ts ) 0_4 o
1

? -l 1,s?idence of nutrient or eftentical dischar?tes
() ti
? 0
4 1 ?
4
1
( L?Y Censl?.'e di chan-!cs - 0: nJ dlsulwi zes -= maw polmn I-_ -
-
-
Groundwlter`dlschal-e
(no discharr,e- 0 spnn? s. seeps, wctlanct7
s, etc. mas porn s)
0
Presence of adjacent flood plain
(no floodplain U;, extensive.tloodplalD max points! _
w Entrenchment- /'floodplaia, access
t i1eeplv entrenched - 0;,trequent.fTooding = max points
Presence of adjacent wetlands
1`
0- d ? t)-?
p
(no "veAailds - 0: lar(gle-adjacent wetlands =- max.poims)?
Channehsinuosity 0
evtcnsc%?(! cliannclizatinn O;.natural mcandcr max points)

I 0 Sediment Inpu t
l
?_ i cxtc;nsive deposition= 0;' little or no sediment ni'LN Points)
t Si7c &diversity of channel'bed substrate
([inc. 1101110'_cnOus = l) 1a_2e, diverse sizes - tnas nointsl

12 FN idence of channel incision or widening
0
?)
0-5
4
?- (deeply incised.= 0; stable bed & banks max points)
r
13 Presence, of major bank failures
0
5
5
-- ' r u serer, siori - 0; no erosion, s
table banks = max points) -

Ca
Q

14 _
Root depth and density on'banks
0-3-
(no visible roots - 0; dense roots throughout= max points)

0- 4

0'-5

0

15 Impact by agriculture or livestock production
?
'
-
(substantial impact=0; no evidence mnux points) ? - 0
- 5 4

_ Presence of riffle-pootlripple-pool complexes-
I r o i-tffles/ripples or pools -_0; well-developed tnax points l
17 ?i'
n 1
tattle ur oo liabitah l:;
,oquent,
varie habitat;
Canopy coverage over streamhed
(no shadlna vegetation = O; corm uous.canopy; max points)
0-5
4

t9 Substrate, embeddedness
A
0-4 0-4
0
(deeply embedded= 0; loose structure = nux)!
P
e
of
t
a
i
b
r
sence
s
re
m[
rates
nverte
20 no evidence 0; comma numerous e> niax points 0 5 0
21 Presence of amphibians, 0'- 4 0 -4 0-4 0
(no evidc nce_ 0: -ommon, numerous type ; - roar points)

22 Presence: of fish
n I
4 0-4
?
0
??, , , id-ncc - 0: common, numerous t t e, i i IN nouu'i
-

23 -
- -
Evidence of wildlife use
- 6 ----- -
-

0
it], (Videncc? ?- tihundant (-.idcncc - may pciints
Total Points-Possible 100 00 IN
LO()
TOTAL SC0RL (also entc r on t-i tst page) 22
* 't'hese characteristics are not assessed in coastal streams.
2
OFFICE USE ONLY: USACE AID# DWQ #
M STREAM QUALITY ASSESSMENT WORKSHEET - -AQP
' SCP3 - Important Intermittent Stream A (Reach 3)
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Gregg C. Antemann, PWS
' 3. Date of Evaluation: 3/19/02 4. Time of Evaluation:
5. Name of St ream: Unnamed tributary of Briar Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 10 acres 8. Stream Order: First
' 9. Length of Reach Evaluated: Approximately 110 linear feet 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte take Central Avenue to Pecan Avenue.
' Go right on Pecan Avenue for approximately 'f< mile then turn left onto Chesterfield Avenue.
12. Site Coordinates (if known): N350 12'57" W80° 48'48"
13. Proposed Channel Work (if any): bank stabilization
14. Recent Weather Conditions: Rain within 48 hours
15. Site conditions at time of visit: 60 degrees.
' 16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES (n If yes, estimate the water surface area: N/A
18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 75% Residential 25 % Commercial % Industrial % Agricultural
' % Forested _% Cleared / Logged % Other ( )
21. Bankfull Width: 2' 22. Bank Height (from bed to top of bank): 2'
' 23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
r Total Score (from reverse):
Comments: Partially lined with rip rap
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.
SCP3 - Important Intermittent Stream A (Reach 3)
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION POINT RANGE
CHARACTERISTICS SCORE
Coastal Piedmont Mountain
Presence of flow,' persistent pools in stream

1
r
(no flow or saturation = 0; strong flow= mix nolnu ) 0 - '
- 2
Evtdenee okpast-human alteration _

(crtctL>iVe?ilt
_€ration - 0;; no alteration. -max noints) ) - o 1
Riparian zone"

-
(Ilk) puffer = u; contiguous,wide bu tl'er - max points)
) - b f) - } ; 1

4 Evidence of nutrient or chemical discharges%
este,islve discharges= t7; no discharges -- ?nas_poirots) 0 - 5 D 4 ) -4 2
Groundwater discharge
I

-

(11c) disch?u?ae= 0: spruigs, <eeps, wetlands, etc. rnaxpoult,l t_
4 ) 4
1

t' Presence of adjacent floodplain
?
0 - i 0
4 0

2
no tloodpla n- U;,cxtcnsive fIoodplain maa pnintsl -
Entrenchment !'floodplam access
-' (decplv entrenched -- tl; fieduent flooding- max points) 0 4 -
I 2
g Presence of adjacent wetlands - F -
6 1 4 _
0
(a?i ?.vctlands large adjacent wetlands - tn,i.? pcurts)
Channel sinuosity
9
(extensive channelizarion= 0; natural mcander ?iax points)
-- 0-? -4 O-- 2
Sediment input
(CXlonsi-ve deposition 0; httle or no sediment -= max points]
4
0 -4
2
Size ,& diversity of channel bed substrate
i
homogenouslarge,_diversesize='mnxpoints) NA* o- 4 2
-
Evidence of channel incision or widening
r (dce)iy mciscd : 0, stable bed--& banks -max point,)
Presence of major bank failures

evcrc cr,aion (); no erosion; stable.banks= roar- point,) 3

L4 Root depth and density, on banks

qio visible`roots 0; dense roots throughout= max points) O 3 4 0 - ; 2
Impact by agriculture or livestock production
,
5 (

substantial impact-0; no evidence =max points)
4
Presence of riffle-pool/ripple-pool complexes-
(»o riffleslripplcs nr pools-- 0; well-developed = max points)

Habitat complexity
(little or no habitat 0, frequent, varied habitats maxpoints)
Canopy coverage over strea
d
T
iio shadi,n vegetation - 0; continuous canopy= p
max points)
pY L _ 0
Substrate embeddedness
?
L9
(deeply embeddhd 0;: loose structure=max) NA* n --L 0 -
2
Presence of stream invertebrates
L2L (no evidence =- 0::ommon,_numerous, types - max points)
Presence of'amphibians
-l 0
C (av evidence = 0; coannun, numerous' n'ocs - may puutts)
Presence of fish
-- wo idcncc -u common. nnrnerou_?.pes = u1'r:poant<1--- ?-
F - Evidence of FNildlife ust
(???? ?sider?ce tl; abundant e,idene? _ m?ct p?intsl
-?--
----
----
TotalPoints Possiblc -100 10O 100
100
TOTAL SCORE (also enter on first pa<gc 1
* These characteristics are not assessed in coastal streams.
2
35
OFFICE USE ONLY: USACE AID#
DWQ
STREAM QUALITY ASSESSMENT WORKSHEET
SCP4 - Perennial Stream A (Reach 4)
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Andrea L. Hughes
3. Date of Evaluation: 7/10/02 4. Time of Evaluation:
5. Name of Stream: Unnamed tributary of Briar Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 20 acres 8. Stream Order: First
Length of Reach Evaluated: Approximately 545 linear feet
9 10. County: Mecklenburg
.
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte take Central Avenue to Pecan Avenue.
Go right on Pecan Avenue for approximately '/a mile then turn left onto Chesterfield Avenue.
12. Site Coordinates (if known): N350 12'57" W800 48'48"
13. Proposed Channel Work (if any): bank stabilization

14. Recent Weather Conditions: Rain within 48 hours

15. Site conditions at time of visit: 60 degrees.
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES (n If yes, estimate the water surface area: N/A
18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 75% Residential 25 % Commercial _% Industrial % Agricultural
% Forested % Cleared / Logged % Other ( )
21. Bankfull Width: 4' 22. Bank Height (from bed to top of bank): 3'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous Braided Channel
Total Score (from reverse): 59 Comments: Hydric soils in bed and bank crayfish mounds observed.
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.
1
SCP4 - Perennial Stream A (Reach 4)
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGZON POINT RANGE - •
CHARACTERISTICS SCORE ,
oasta Piedmont Mountain
1 Presence of flow , persistent pools instream } 0 _ 2
no-tlow orsatur?itjon 0. strong flow- max poiats)`.
Vvidence of past human, alteratiou

(ext..nsi,,-:e alteration .= 0;-no.alteration.=?max points) n_6 -? 0-? 4

I ; Ripnri rn zone
f
0
2
° -rl• ? ,, -
,+
ino Lu?f?r , ?cntr?uou: w-ide°buffer_ ma:< nts i
_ poi
Evidence-of nutrient or chemical discharges ?
(extensive"discharges-,Q;,nodischarge,) = max'point?l ()- - 4 0 4 3
Groundwater discharge- l 2
no dischar-e 0;: springs, seeps, wetlands, crc. m,,ix points -
) _
Presence of adjacentf1bodplain
6
(no tloodplmn :0; ;extensive floodplain=niax points) 0--4 0 -4 2
Entrenchment) floodplain access
(deeply entrenched = 0; frequent flobding = max points) 0 - ? 2
Presence of adjacent-wetlands
nu lvedands = 0; large adjacent wetland, = mcix points)
I

o C'hannef sinuosity

'
.,
(extcn?r. ? chanuellcarion_-,O;:natural ;meaauier - rnax
point) 05 0-d 0-3

? 3
Sedimentinput,
0-4 ? 0-4
3
e?.tensive deposlcnon= 0; little or no sedimenti= max points),
Size & diversity of channel bed-substrate ?
1 (Irne, humogenous -_ 0, large; diverse sizes = luax points) NA' ? 4 ? u 4
Evidence:of channel incision or widening; -?
(Jl :cpl% incised= 0; stable bed & banks =max.points) 0 1 0-4 3
Presence °of-major bank failures

-
(Se ere erosion= 0- no,erosion, stable banks = max point?) 0-5 3
4 Root depth and density, on banks 0-3 3
nu % isthlc rocs is = 0, dense roots, throughout= max point,,,)
Im
act b
riculture
a
or livest
ck
od
tio

4 .
p
y
g
o
pr
uc
n
0
0 4 Q
5
4
substantial, impact -0• no evidence -max points - 5
-
Presence of riffle-poollripple-pool, complexes=

r
ow riffles/ripples or pools- 0;,well-developed= maxpoints) 0-3 3

Habitat complexity --

-
(little or no habitat= 0, frequent; varied` habitats = max points)' )-6 -6 4
Canopy coverage over streambed -
,
(no shading vegetation = 0; continuous canopy = max points) i
- 0 - S? 0 5 3
r. ? Substrate-embeddedness

- -
(deeply embedded- 0; loose structure= max) 0-4 0-4 3
Presence of stream invertebrates- i
r)
4
?

n? evldu c. 2 = 0'
ommon ,. , numerous _ types max points)

i -
0--?
I 4

.: Presence of amphibians
1
(no evidence = 0; common, nnmerous; types = max points} 0-4 0-4 0-4 0
F-
r, Presences of fish
(
o
ide
- u-
m
u
s t
i
t
--- 0. t n p
n
ev
nce
:om
on, n
merou
ypes,
max po
n
s)
23 Evidence of wildlife: use-
(no eviden"e O; abundant evidence = nr?x points) 0-6 0
, 2
? - ?
Total Points Possible 100
00 1(A 100
?
TOTAL SCORE (also enter oa first ptaue) 59
* These characteristics are not assessed in coastal streams.
2
Chesterfield/Chantilly Capital Improvement Project
February 2,
Photograph A. View of Reach 1 along Important Intermittent Stream A.
Chesterfield/Chantilly Capital Improvement Project
February 2,
44 I
.t
ra`cr= 't ?R ?? w y 1i
?7{ x
'oil
11?k VIC
N
'dpi r
fi
r
Photograph C. View of Reach 3 along Important Intermittent Stream A.
Photogr,

ph D. Upstream view

-earn A.
ii

0
on
CHARLOTTE.
Emerald
Request Detail

Request #:14387 Received By: Pam Young 336-3131 Received: 01/04,1999 09:25
Type: EROSION Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Bice, Amy
Title: EROSION
Bequest Location Parcel Named Creek T uric -Easement? Flood
20 } Shenandoah r1?. Charlotte, 28205 12 0-2X20 har
.:: SHE WOULD LIKE TO MEET WITH SOMEONE TO SHOW THEM HEK CuNCERNS AND uhr ADVISE - SHE COULD
MAKE ARRANGEMENTS TO MEET AFTER 12:00 N
Citizen Name _ Citizen Type Home Phone Wnrk Phone Qrganiza inn

Lianne Nestler Ca _,__
ller 704-343-5505
2034 Shenandoah Av, Charlotte, NC 28205 E-Mail:
-- Old Storm Water System Citizen # 23727
Detail i)escrip?iont_-----
SHE WORKS AT A SCHOOL -- ----- - --- _ --- ---- ---- --
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #28265
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt.
Where: SIDE AND THEN TO THE BACK
Why: WOODEN BARRIER HAS COLAPSED
What: EROSION AND WATER IS MAKING A NEW PATH
When: NOW
Service Requested: I - Inspect and call back w/results
Inspe-cao-n_____ _.Date-
INSPECTION 01/04/1999 00:00 JOE TALBOT CHANNEL EFFECTS SEVERAL YARDS. EROSION AND
SOME MINOR BLOCKAGES AT THIS TIME.
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe Banks Odor
5-Channel Cleaning Ditches _ Channels Film on Water
6-Channel Erosion (Maint) Creek Sheet Flow Algae
-
Fish Kill
8-Capital Blowouts Ponding Inefficient Design
_ Pipes Yard Channel
Structures Street Ponds
Ditch _ Drainage Structure
Progrtss_1Yate_ _ Date- ------ --__?uthnr - -- - -- Text --- -- - - - - - - -
CALLBACK 01/04/1999 00:00 JOE TALBOT Called Back
' Resolution-.-

Emerald ....`c?
SFr 1;??!
CHARLOTTE Request Detail
.
Request #:892238 Received By: Tonnie Love 336-2042 Received: 06/03/2002 16:23
Type: EROSION Origin: Citizen Due: 06/04/2002 16:23
Status: ASSIGN Complex?: N Resolved:
Priority: A-Critical Public Official:
Group: Storm Water- City Work Unit: Bice, Amy
Title: EROSION
Req uec T,ocation Parcel Named Creek Juris basement" Flo
o&,
'
2024 Shcnandnall Av, Charlotte, NC 28205-
12-02 13 -
----
Char

Citizen Name Citize n Tyne Home Phone Work PhnnP ox ganization
Johnny Vera Caller 704-236-7162
2024 Shenandoah Av, Charlotte, NC 28205 E-Mail:
Caller states at erosion is getting very bad and is washing away his driveway. States that he called about a month ago but there was
no recent calls recorded in Emerald.
Re4 s Prompt --- --- __- - _Besp-once------
Where is the erosion occurring? in front on left side of house.
' How long have you observed erosion taking place? ongoing for 1 year
Has the erosion accelerated recently? yes
Are there any buildings or sheds within 10 ft of erosion?
' Comments:
' IwWtion- -- _- Date._ Inspector
INSPECTION 06/05/2002 12:57 JOE TALBOT

Storm Water Problem Classification
8-Capital
1-STRUCT DMG/IMMINENT DMG
3-Tailditching
5-Channel Cleaning
6-Channel Erosion (Maint)
Pmgress_Note__Date__..._ __Author
Results
CHANNEL HAS WASHED OUT GRAVEL DRIVEWAY IN
AREAS AND IS ABOUT 10-12 FT. FROM HOUSE
FOUNDATION. ALSO WASHING JUST BEHIND SIDEWALK
ALONG ST. CONTACTED DAVID WATSON.
Ranking: Blockages Erosion Water Quality
Pipe - Banks Odor
Ditches - - Channels Film on Water
Creek _ Sheet Flow Algae
Fish Kill
Blowouts Ponding Inefficient Design
Pipes _ Yard Channel
Structures _ Street Ponds
Ditch Drainage Structure

L

u
?
Cb
Emerald

Request Detail
CHARLOTTE. a
Request #:655824 Received By: Tonnie Love 336-2042 Received: 05/18/2001 13;56
Type: POLLUTION Origin: Citizen Due: 05/21/2001 13:56
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official: =?
Group: Storm Water- City Work Unit: Bice, Amy
Title: POLLUTION
Request Location Parcel Named Creek i iris Fac_ement? Flood`
2018 Bay St, Charlotte, NC 28205 _ 12702221 Char;..
Citizen Name Citizen Tyne Home Phone Work Phone Or ganization
Marty Eubank Caller 704-553-9778 704-386-9641
2018 Bay St, Charlotte, NC 28205 E-Mail:
Detail Description
Creek does not have any water flow. Stagnant water.
Re_q-nest Prompt _- ___-- Res?nse _ _
Please describe the condition. Creek has discolored water
Do you detect any odor? no
Has the water turned an unusual color? yes, oily, brown
Is there an oily film or foamy appearance to the water? yes
When did you first observe this pollution? ongoing for 2 years
Inspection __-_.D-a1.e-____---- Inspector -_____--Results......-
INSPECTION 05/22/2001 15:08 JOE TALBOT ONGOING PROJ. CONTACTED D . HAMMOCK FOR INFO.
' STORM WATER WILL HAV EOT GO BACK AND FINISH
DITCHLINE DOWNSTREAM FOR POSITIVE FLOW.
Storin Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe Banks Odor
8-Capital I Ditches Channels Film on Water
Creek _ Sheet Flow Algae
Fish Kill
Blowouts Ponding Inefficient Design
j Pipes _ Yard _ Channel
Structures Street Ponds
Ditch Drainage Structure
Progress. Note Date. Author.. Test
' Resolution
Resolution Prompt Response
' Project Name:
Contractor Name:
Project Cost:
' Project Complete Date:
Warranty End Date:
Was a closeout form received?

Emerald g"

HA
OTT Request Detail
C
RL
E.

Request #:7126 Received By: Received: 07/31/1995 12:27
' Type: EROSION Origin: Citizen Due: 08/07/1995 12:27
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
' Group: Storm Water- City Work Unit: Bice, Amy
Title: EROSION
Request Location Parcel Named Creek i uric F?c ment? Flnnd`•
'
2037 Bay St, Charlotte, NC 23205
Citizen Name Citize 127o2339
n Type Home Phone Wnrk Phone or Char
ganization
C. L. Pless Caller 704-375-1364
2037 Bay St, Charlotte, NC 28205 E-Mail:
-- Old Storm Water System Citizen # 13864
Detail Description
CALL BEFOPLE COMING 375-1364
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #14531
'
WARNING: app_user not found for SPECIAL=BC
WARNING: Citizen mailing address assumed to be same as Request Location.
Re_clnect Prompt- .-----Response- - - ------- - -
Where: FRONT YARD,AND BACK
Why: RAIN WATER RUN OFF
What: FLOODING, AND EROSION
' When: WHEN EVER IT RAINS
Service Requested:
' Inspection - -Date - -- --- Inspector _ --- --- - Results
INSPECTION 08/01/1995 00:00 JOE TALBOT CHANNEL BESIDE THIS HOUSE IS FLOODING UNDERSIDE
OF HOUSE. MECHANICAL UNIT HAS BEEN REPLACED.
ALSO SIGNS OF S TRUCTURAL D AMAGE. HEADWALL
NEED AT INLET.
Storm Water Problem Classification I Ranking: Blockages Erosion Water Quality
Pipe _ Banks Odor
4-Hw/Pipe Outlet Repair Ditches Channels Film on Water

5-Channel Cleaning j _- Creek _ Sheet Flow Algae
' Fish Kill
6-Channel Erosion (Maint)
Blowouts
Ponding j
Inefficient Design ?
' 8-Capital Pipes Yard Channel
Structures _ Street Ponds

Progress Note_hate -_ Author __
Text - Ditch Drainage Structure
CALLBACK 08/01/1995 00:00 JOE TALBOT
' Resolution Called Back

(?[ Emerald
ql 21
' -
Request Detail
CHARLOTTE.
Request #:6665 Received By: Lydia Powers 336-7465 Received: 05/03/1995 11:09
' Type: FLOODING Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: B-Priority Public Official: t,
Group: Storm Water- City Work Unit: Bice, Amy
Title: FLOODING
Request i,ncation _ Parcel Named Creek _Jurjs_ Easement? Flned`
'
203.5 Chesterfield Av Charlotte, NC. 28205 32702722 Char .
C'i izPn Name Citizen Type Home Phone Work Phone Or ganization
' James Payseur Caller 704-561-5031
400 Bertonley Av, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 13051
DetaiLDesrri -_
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #13423
WARNING: app_user not found for SPECIAL=BC
Request Prompt
Where:
Why:
What:
When:
Service Requested:
Response
SIDE YARD
WATER FROM SIDE YARD COMES DOWN AND FLOODS
BASEMENT.
FLOODING
ONGOING
Inspect and call back w/results
Inyectio? Date Inspector- ___ Results
INSPECTION 05/08/1995 00:00 JOE TALBOT A COUPLE BLOW-OUTS HAVE DEVELOPED CLOSE TO
THE STORM PIPE AREA. ALSO SOME FLOODING OF
BASEMENT AREA. STORM PIPES IN THIS AREA MAYBE
TOO SMALL TO HANDLE RUN-OFF.:'
The person originally calling in the request, Ms. Kelly Hoppe, is
no longer at this address. I changed name to current owner, put in
correct mailing address and mailed new commitment letter. Tim
Richards 6/20/97
Project _ - -- -----_-_ CiP?_ Pro_*t.Manager_ - Phone Proj-ea-status
ChantillyIV/Chesterf Y Hammock, Daryl 704-336-216' Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe Banks Odor
2-Blowout Ditches Channels Film on Water
Creek Sheet Flow Algae
8-Capital Fish Kill
Blowouts Ponding
Pipes Yard
Structures Street
Ditch
Progress Note Date Author
CALLBACK 05/08/1995 00:00 JOE TALBOT
Text
Called Back
Inefficient Design
Channel
Ponds
Drainage Structure
Resolution
?? 1?/1

CHARLOTTE.
Emerald
Request Detail pie v ff d<..
Request #:11661 Received By: Received: 08/05/1997 11:24
Type: BLOCKAGE Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: B-Priority Public Official: ;.
Group: Storm Water- City Work Unit: Bice, Amy
Title: BLOCKAGE
RequestllocWton -Parcel--____Named Creek Juris_ EasemenL_Flaod; _-
2035ChesterfieldCliarlotte, NC 28205 12702722 _ -Char
C itizen Name C'iti= T yne Home Phone Work Phone Organization
James Payseur Caller 704-561-5031
400 Bertonley Av, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 13051
u i
Dktail Des
_
CONVERSIO COMMENT 05/28/1999:
Converted from Storm Water System #22903
WARNING: app_user not found for SPECIAL=CC
Reguest3?romp-t._. _Response
Where: BACK AND SIDE OF PROPERTY
Why:
What: CLOGGED STORM DRAIN
When:
Service Requested: I - Inspect and call back w/results
Inspection- Date--- - Inspector
INSPECTION 08/06/1997 00:00 UNKNOWN
Project ____ _CLB?_?ro;ECt Manlger Phone-.._..___ Project Status __._.
ChantillyIV/Chesterf Y Hammock, Daryl 704-336-216' Active
Storm Water Problem Classification Ranking: Blockages Erosion
Pipe Banks
2-Blowout Ditches Channels
8-Capital Creek _ Sheet Flow
Blowouts Ponding
Pipes Yard
Structures Street
Ditch
Pmgres Nnte-_ Date -Aut
CALLBACK 08/06/1997 00:00
Results -_--
KEEP REQUEST AS IS. # 2 ONLY AT THIS TIME.; J
Steve Sands is capital project manager.
Called Back
Water Quality
Odor
i
Film on Water j
Algae
Fish Kill
Inefficient Design
Channel
Ponds
Drainage Structure
Res_ainiion__

CHARLOTTE.
Emerald
Request Detail
Request #:11749
Type: STW GENERAL INQUIRY
Status: ASSIGN
Priority: A-Critical
Group: Storm Water- City
Title: STW GENERAL INQUIRY
Received By: Pam Young 336-3131
Origin: Citizen
Complex'?: N
Public Official:
Work Unit: Bice, Amy
Received: 08/14/1997 13:28
Due:
Resolved:
RequEst-Location -Parcel _ _Named-Creelc iuris__Eas- ment2 Flood'
2035 Chesterfield'Av, Charlotte, NC; 28205 1?70272'_' Char
Citizen Name Citizen Type Home Phone Work Phone Organization
James Payseur Caller 704-561-5031
400 Bertonley Av, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 13051

CONVERSIO COMMENT 05/28/1999:
Converted from Storm Water System 923108
WARNING: app_user not found for SPECIAL=CC
Request Prompt _ _ - - ResPotLe .------- - - .
Where:
Why:
What: NEEDS SOME INFORMATION... PLEASE CALL
When:
Service Requested: N - None
Inspectioi Date Inspector -__-__-Results_ ._--
INSPECTION 08/15/1997 00:00 UNKNOWN KEEP REQUEST AS IS. INFO ONLY. ADD A # I FOR
BASEMENT FLOODING. CONTACTED CHRIS COSTNER.L1
Steve Sands is capital project manager.
Project ____ _ CiP? Pro?ec?Man?r PJ?one Prn?ect Status _
ChantillyIV/Chesterf Y Hammock, Daryl 704-336-216" Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks --- Odor
I-STRUCT DMG/IMMINENT DMG Ditches Channels Film on Water
Creek Sheet Flow Algae
2-Blowout Fish Kill
8-Capital Blowouts Ponding Inefficient Design
Pipes Yard Channel
Structures Street Ponds
Ditch Drainage Structure
Pmgress_Y2te Hate Author ___ Text
CALLBACK 08/15/1997 00:00 Called Back
I

I
I
I
I

+r
Emerald
CHARLOTTE. Request Detail
Request #:360217 Received By: Tonnie Love 336-2042 Received: 01/28/2000 09:25
Type: EROSION Origin: Citizen Due: 01/31/2000 09:25
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Bice, Amy
Title: EROSION
Request Lacation-_- Parcel _. -Named-Creek Juris Fasement? Flood` _
'024 Shenandoah Av, Charlotte, NC 23203 1270271„ Char
Citizen Name Citizen Type Home Phone Work Phone organization
Jessica Brooks Caller 704-391-8340 704-358-3737
2024 Shenandoah Av, Charlotte, NC 28205 E-Mail:
Bank has severe erosion.
Request Prompt Res}Lnte
Where is the erosion occurring? side of property
How long have you observed erosion taking place? new residents, ongoing
Has the erosion accelerated recently?
Are there any buildings or sheds within 10 ft of erosion? YES
Comments:
Inspection Date Inspector Results
INSPECTION 01/31/2000 09:42 JOE TALBOT CHANNEL IN SIDEYARD RECEIVES RUN-OFF
SHENANDOAH AVE. EROSION THROUGH-OUT.
Storm Water Problem Classification
8-Capital
5-Channel Cleaning
6-Channel Erosion (Maint)
T Ranking: Blockages
Pipe
Ditches
_ Creek
Erosion Water Quality
_ Banks Odor
_ Channels Film on Water
Sheet Flow Algae

i
Fish Kill
Ponding Inefficient Design
_ Yard Channel
_ Street Ponds
Ditch Drainage Structure
Blowouts
_ Pipes
Structures
s
Emerald
CHARLOTTE. Request Detail
Request #:1102318 Received By: Deborah Sykes Received: 05/23/2003 15:31
Type: BLOCKAGE Origin: Citizen Due: 06/02/2003 15:31
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Bice, Amy
Title: BLOCKAGE
Request Location Parcel Named Creek Inris Easement? Flood'
2031 Chesterfield Av, Charlotte, NC- 28203 12702721 Glrir
Citizen Name Citizen Type Home Phone Work Phone nrgani?ation
Stacy Campbell Caller 704-339-0748
2031 Chesterfield Av, Charlotte, NC 28203 E-Mail:
D-etailRescr_iption
Request Prompt _ Response __.__
What is blocking the creek or ditch? DON'T KNOW
Where is the problem located? (front,back, side) BACKYARD BACK & LEFT SIDE WHERE STORM DRAIN IS
How long has it been accumlating? NOT SURE
Have you witnessed anyone dumping debris in the creek? NO
Do you have a dog in the yard? NO
inspection __Date_-- Inshector_ Results - - - -- -
INSPECTION 06/02/2003 13:00 JOE TALBOT CHANNEL EFFECTS SEVERAL LOTS BEFORE GOING INTO
A CLOSED SYSTEM. EROSION THROUGH-OUT WITH
MINOR BLOCKAGES.
Storm Water Problem Classification
i
8-Capital
5-Channel Cleaning
6-Channel Erosion (Maint)
Ranking: Blockages Erosion Water Quality
Pipe Banks _ Odor
Ditches Channels _ Film on Water
Creek Sheet Flow Algae
Fish Kill
Blowouts Ponding Inefficient Design
_ Pipes Yard - Channel
Structures Street _ Ponds
Ditch Drainage Structure
i I
Pragr-es,&No.te Date- A.uthor__ -----_._-Text
Resolution
L

Michael F. Easley, Governor

1

Mr. Gregory C. Antemann
Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, NC 28217
August 18, 2003
William G. Ross Jr., Secretary
Subject: Chesterfield/Chantilly Capital Improvement Project; Charlotte, Mecklenburg County
CWS Project No. 2002-0195
Dear Mr. Antemann:
The Natural Heritage Program has no record of rare species, significant natural communities, or
priority natural areas at the site nor within a mile of the site. Although our maps do not show
records of such natural heritage elements in the project area, it does not necessarily mean that
they are not present. It may simply mean that the area has not been surveyed. The use of Natural
Heritage Program data should not be substituted for actual field surveys, particularly if the
project area contains suitable habitat for rare species, significant natural communities, or priority
natural areas.
You may wish to check the Natural Heritage Program database website at
<www.ncsparks.net/nhp/search.html> for a listing of rare plants and animals and significant
natural communities in the county and on the topographic quad map. Please do not hesitate to
contact me at 919-715-8697 if you have questions or need further information.
I Sincerely,
F ??? °?-lam
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
HEL/hel
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us/ENR
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
NC®ENR
North Carolina Department of Environment and Natural Resources
North Carolina Department of Cultural Resources
' State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
Office of Archives and History
' September 12, 2003
Gregory C. Antemann, P.W.S.
' Principal Biologist
Carolina Wetland Services
500 Nations Crossing, Suite 230
Charlotte, NC 28217
Division of Historical Resources
Re: Proposed Chesterfield/Chantily Capital Improvement Project, Charlotte,
' Mecklenburg County, ER03-2134
Dear Mr. Antemann:
Thank you for your letter of August 11, 2003, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic
resources which would be affected by the project. Therefore, we have no comment on the
undertaking as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation
Act and the Advisory Council on Historic Preservation's Regulations for Compliance with
Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the
above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at
919/733-4763. In all future communication concerning this project, please cite the above-
referenced tracking number.
Sincerely,
vt-tw--e-
avid Brook
I ADMINISTRATION
RESTORATION
SURVEY & PLANNING
www.hpo.dcr.state.nc.us
Location Mailing Address Telephone/Fax
507 N. Blount St., Raleigh NC 4617 Mail Service Center, Raleigh NC 276994617 (919) 7334763 • 733-8653
515 N. Blount St., Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone] •715-4801
515 N. Blount St., Raleigh NC 4617 Mail Service Center, Raleigh NC 276994617 [phone] . 7154801
•
¦7?
CHARWUFFEr
ENGINEERING & PROPERTY
MANAGEMENT

P.vposed Property Line - - -
Edsting Property Line
ErsriagEdge of Pavement -
a
Railroad T
k - - - - -
r
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wed Guudrail
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Proposed Pavement Removal
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Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
REFERENCE: DRAWING PROVIDED BY US INFRASTRUCTURE OF CAROLINA, INC.,
DATED JULY 2003.
Figure 4a Proposed Impacts Index Sheet
Chesterfield/Chantilly Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2002-0195
P BY DAT CHECKED DATE
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i. SE PROFILE PROP. CHANNEL INC,,.
t2 PROVIDE 7k IV BAN( SLOPE TO TIE INTO COSTING GROUND.
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TYPICAL CHANNEL SECTION
NOTM
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PROPOSED CHANNEL INVERT
TYPICAL CHANNEL SECTION
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rAH M' LONG NOTCHED ( NATURAL FIBER YMONG
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PROPOSED CHANNEL INERT
1
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Carolina Wetland Services
?Inli;',' 5000 Nations Crossing Road, Suite 230
Charlotte North Carolina 28217
REFERENCE: DRAWING PROVIDED BY US INFRASTRUCTURE OF CAROLINA, INC.,
DATED IDLY 2003.
I` { U TTATFZ6C_a . . aW
Figure 4e. Typical Cross-Section Details
Chesterfield/Chantilly Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2002-0195
PREPAP,ED BY
DAT.E CHECKED
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I Complete Items 1, 2, and 3. Also complete
Item 4 If Restricted Delivery is desired.
Print your name and address on the reverse
so that we call um the card to you.
1 Attach this o the back of the mailpiece,
or on the fn space permits.
Article AddreB to:
Charlotte Storm Water Services
600 East Fourth Street
Charlotte, NC 28202
DWQ# 04-0148 - Mecklenburg
A. Signature X t4) , ETZ
gent
13 Addra
B. Received by (P?t p> Name) C. Date of Dell
.e?-12_ay
D. Is delivery Areas different from Item 1? 0 Yes
If YES, enter delivery address below: 0 No
3. Service lype
0 Certified Mai 0 Express Mall
0 Registered Q( Return Receipt for Merchandise
0 Insured Mall 0 C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
Article Number
Monster fromawwoe,faw 7002 2410 0003 OE75 3150
8 Form 3811, August 2001 Domestic Return Receipt 102696-02-M-154
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 In this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage 8 Fees Paid
LISPS
Pemtft No. 0-10
0 1 {ti{r{??i?{+{{tt{{t?tt{?i{a{i{i?{i{?{{n?i{{u{?{?{{u?u{{i{

Figure 1. USGS Site Location Map
Chesterfield/Chantilly Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2002-0195
ED BY DATE
2-
I;M 3.2 7• 0
(?- -! r [e, Who Reviewed: /J
.DWQ# ?S
- ` ©I Date
plan Detail Incomplete
Y'iease provide a location map for the project. h p w5 p? ??J I m D r-e
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site.plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater.management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stomiwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the . labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove'nutiients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
[ Please indicate which 404 Permit the USACE would use to authorize this project.
C 0_11 le-5 wit( CAI V-e- C'FrUccAA-?or--?
•
NDEX OF SHEETS I CONVE TION N AL SIGNS
• •
Existing Right of Way Line - -
ExistingProperty Line - - - - -
Cover Sheet 1 - - •
ExistingEdge of Pavement - - - -
General Notes 2 RailroadTracks
Details/T ical Sections 3 •
Yp • Proposed Edge of Pavement
Storm Drainage Structures Su ry 4 ' mina `
Grading Fence X-x-x-xx-
Plan & Profile 5-14 Storm Drainage 5w Slope Stake Line c F
Curb & Gutter Traffic Control Plans TCl-TC3
Asphalt Pavement p ry ENGINEERING & PROPERTY Tem ora Construction Easement e e
Erosion Control ECl-EC2 Soil Bioengineering
MANAGEMENT M soy - sup ~ Existing Storm Drainage Easement
Sanitary Sewer Uf-U2
Pro osed Storm Draina a Easement suE sue P g
Ex~sttng Gas I,me 01
Existin Water Line w w w ~ g ~
y
~P ~ Existin Sanita Sewer - ss ss 55 r'' g rY
R~ F
ti SHEET IZ SHEET 13 p~ 1 i Proposed Sanitary Sewer
~ h ~ Q~ Existing Underground Telecommunications - uT uT
~ h
ti Existing Underground Electric uE uE
DO 4 FEB ~ ~ X009
0 o y o 0 0 Existing Overhead Electric of of
SHENANDOAH AVENUE ~ ~ ~ ~o - s¢E Existing Storm Drainage
- ~ ~ SIZE
W W Pro osed Storm Draina e ~ ~ - ~ ~ ~ ~ " p g
~ r ~ 0
~ I! ~ ~ 4 00 (A Existing Tree
L ~ ' Z w_ Existing Shrub
~ J l_ ~ ~
Q I ? l~ C O N 7 WM Existing Water Meter ~
ti o 0 ~ o Q ~ ~ wv
o ? I- ? j ~ ~ ~ ~ ~ ~i Ex~sttng Water Valve ~a CENTRq gVENUE
- " N W ? ~ ? ~ ? i ,J N = ? ~ ~ ~ I] ~ GV
H Existing Gas Valve ~a
- ? Existing Sanitary Sewer Manhole S
l
1 - 1 ~ Pro osed Sanita ~ ~ ~ P ry Sewer Manhole
~ i i ~ P ECT A ~ ~ n
~-,_j i Existing Storm Drain Manhole
~ ~ co MM Proposed Storm Drain Manhole
do °N
ti CHESTERFIELD CHESTERFIELD AVENUE STERFIELD AVENUE FpF ~FQ ~ aoF r Existing Catch Basin
H~F tiq`
~RF Fti~~ ~ F ; Proposed Catch Basm s F ~4r ~ ~i
A y~ ti atioo Gxistin Li ht Pole ~
~ ~ ~ I F , i 19 p0 ~ i, I I ~ ~ ~ ~ _s~ q ~ g g --i
9,j, i ~ ~ - i c Pro osed Li ht Pole ~ P tiF ~ P g
9 ~ ~ ! . c ~ ~ ~ SHEE 10 ~ P~ SrF
T SHEET II s F\ f ,ti~ v, ,p G~ QG F~ Existing Utility Pole ~ ~ o ~
9 F' ~ ~ ~ ? ~ 4 y QDF~
~ m ~ ~ ? 'gyp m ,8 ? srR ~F Guy Wire ~ ~ FT
9 ~ ~ ° 0 ~ ? F qeG ry RaG Proposed Utility Pole ~
- ~ ~ 0 ? ~
SHEET 8 ~ SHEET 9 ~ F FT ~v, H~F Iron Pin
o
- ooJ I F,~, 9o Existing Fire Hydrant
i s ~~F Exi 'n Y ?
~ ~ t I F stt g and inlet T
21 \ ~ ~ Proposed Yard Inlet ¦
0 1•
$ ° EE' BAY STREET BAY STR BAY STREET Tree Removal
Accessible Ram ace
Tree Protection
,J VICINITY MAP
NTS Pro osed Guardrail P
0
Pro osed Curb & Gutter Concrete Drive, Sidewalk M"~ P
BAY STREET Existin Ri Ra ~
° a a o° o
6 0 0 ~ J Proposed RipRap Ditch
J =
a Proposed Gravel ~ ~ =
a oooQo oaooaoo
Proposed Asphalt Driveway oao4~oooaQ
Mattin Proposed Erosion Control g
SHEE
~ ~ ? (V Proposed Core Fiber Rolls ' `
~ ~ o 0 0 0
f' ~ LABURNUM AVENUE Proposed Fill M~¦I
_ W 0 W
Pro osed As halt Resurfacin P P g
Do Not Use For Construction Pro osed Fill &Abandon P
o EE SH T UI
LOCATION MAP ME ED RECOM ND •
PLANS PREPARE • D BY. GRAPHIC SCA] NTS [IC SCALES
FOR CONSTRUCTION
Contract Administration -
20 20 40 60
Plan View Construction Storm Water Manager
I 2 0 ENGINEERING & PROPERTY 20 40 60 Landscape Management
~ ~ Horz. Profile MANAGEMENT
1043 E. forehead Street, Suite 203 Storm Water Project Manager
Charlotte, North Carolina 28204
Phone: [phone] CDOT
Fax: [phone] STANDARD SPECIFICATIONS Vert. Profile APPROVED
CITY ENGINEER DATE
CMU

W
a
DRIVEWAYS: SUBSURFACE PLANS. ABBREVIATIONS:
ALL DRIVEWAYS SHALL BE TIED TO THE BACK OF CURB OR EDGE OF PAVEMENL SUBSURFACE INVESTIGATIONS OF A UNITED SCOPE ARE AVAILABLE FOR THIS PROJECT. CONTACT DRIVEWAY CONSTRUCTION BETWEEN BACK OF CURB AND POINT OF TIE-IN SHALL BE THE CITY TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT tF DESIRED. THE CONTRACTOR SHALL U ABAND ....................................ABANDONED N................................................NORTH/NORTHING
MADE WITH SIMILAR MATERIAL TO THE EXISTING. MAKE HIS/HER OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS ASPH ......................................ASPHALT NTS............................................NOT TO SCALE
ALL DRIVEWAYS SHALL BE INSTALLED PER CHARLOTTE-MECKLENBURG LAND DEVELOPMENT APPROX ..................................APPROXIAMAT0.Y OC..............................................ON CENTER
STANDARD 10.27 -RESIDENTIAL DRIVEWAY FOR VALLEY GUTTER, UNLESS OTHERWISE W ' o~ B-8 .........................................BACK TO BACK PAVL.........................................PAVEMENT U N °
NOTED. SAWCUTS: B/C .........................................BACK OF CURB N PB ..............................................PAPER BOX Z ~ ~
THE FOLLOWING DEPTHS OF TIE-IN MATERIAL SHALL BE USED: 81T. ...BITUMINOUS PC ~ .............................POINT OF CURVATURE ~ . Q
• FOR CONCRETE DRIVEWAYS, PORTLAND CEMENT CONCRETE (3600 PSI), 6" THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND/OR CONCRETE SURFACE PRIOR TO BOB .........................................BOTTOM OF BANK PERM..........................................PERMANENT U ~ ~ z wo
• FOR ASPHALT DRIVEWAYS, BITUMINOUS CONCRETE SURFACE COURSE TYPE SF 9.5 A, AND REMOVAL, UNLESS OTHERWISE DIRECTED BY THE ENgNEER. SAW CUT SHALL BE 1 FOOT MIN. FROM BRG .........................................BEARING PG..............................................PAGE ~i w ~ ~ a
COMPACTED AGGREGATE BASE COURSE, 6' EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL • FOR GRAVEL DRIVEWAYS, MATCH EXISTING (6' INCIDENTAL STONE) PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER. CB ...........................................CATCH BASIN PI................................................POINT OF INTERSECTION ~ a cn v
~ CMU) .......................................CHARLOTTE-MECKLENBURG LAND DEVELOPMENT POC............................................POINT ON CURVE "C~ t!~ Q Q ~
CMU/CMUD ..............................CHARLOTTE-MECKLENBURG UTiUiIES PP..............................................POWER POLE _ ° ~ wz
TRAFFIC CONTROL: CdcG ........................................CURB AND GUTTER PROP..........................................PROPOSED ~ U o w ~
DRAINAGE PIPES. C/L FENCE .............................CHAIN UNK FENCE PT...............................................POINT OF TANGENCY a W w ~ 0
UNLESS OTHERWISE NOTED, ALL DITCHES BEHIND PROPOSED CURB AND GUTTER SHALL BE iRAFFlC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "WORK AREA CMP/CSP ................................CORRUGATED METAL/STEEL PIPE PVI..............................................POINT OF VERTICAL INTERSECTION ~ ~ Q Q ~ ~
BACKFlLIED AND ELIMINATED. ALL DRIVEWAY PIPES WHICH ARE NO LONGER NEEDED DUE TO THE TRAFFlC CONTROL HANDBOOK' (WATCH) AND TO THE 1RAFFlC CONTROL PLANS ON SHEETS TCt-TC2. CONC ......................................CONCRETE PUE............................................PERMANENT UTIUTY EASEMENT °
ELIMINATION OF THE DITCH SHALL BE REMOVED OR PLUGGED ACCORDING TO THE FOLLOWING: CONST .....................................CONSTRUCTION R.................................................RADIUS a'
• FOR EXISTING CONCRETE DRIVES, PLUG PIPES UNLESS OTHERWISE INSTRUCTED BY THE ENgNEER. DB ...........................................DEED BOOK REOP..........................................RIGHT EDGE OF PAVEMENT ~
• FOR EXISTING ASPHALT AND GRAVEL DRIVES, REMOVE DRIVEWAY PIPES UNLESS OTHERISE TREES SHRUBS AND H ED E : GS DCB .........................................DOUBLE CATCH BASIN RT.............................................RIGHT Li]
INSTRUCTED BY THE ENGINEER. ~ DI ............................................DROP INLET RdcC..........................................RING do COVER ~
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FlLL LINES, IN ADDITION TO DIA ..........................................DIAMETER RCBC..........................................REINFORCED CONCRETE BOX CULVERT
THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. DIP ..........................................DUCTILE IRON PIPE RCP.............................................REINFORCED CONCRETE PIPE
DRAINAGE STRUCTURES. DW ...........................................DRIVEWAY RCHEP.........................................REINFORCED CONCRETE HORIZONTAL EWPTICAL PIPE
WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY COVER DIM ..........................................DIMENSION R0.0C.........................................RELOCATE
GRADES, ELEVATIONS, AND LOCATIONS SHOWN ON THE PLANS FOR DRAINAGE STRUCTURES ARE ALL R00T CUT SURFACES, LARGER THAN TWO INCHES IN DIAMETER, WITH TREE WOUND DRESSING, IN APPROXIMATE AND MAY BE ADJUSTED DURING CONSTRUCTION, AS DIRECTED BY THE ACCORDANCE WITH SECTION 01000. P 03-K OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION E .............................................EAST/EASTING R/W............................................RIGHT OF WAY
ENGINEER, TO ACCOMMODATE UNFORESEEN EXISTING CONDITIONS ALL STATION do OFFSET STANDARDS. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB dt GUTTER OR EA ...........................................EACH S.................................................SOUTH z
CALLOUTS FOR CATCH BASINS ARE TO THE CENTER OF THE CATCH BASIN AT THE LIP OF SIDEWALK. GUTTER. CALLOUTS ARE TO THE CENTER OF STRUCTURE FOR DROP INLETS AND MANHOLES 0./ELEV ..................................0.EVAT10N SD...............................................STORM DRAIN o r
CALLOUTS FOR FLARED END SECTIONS ARE TO THE CENTER OF FLARED OUTLET END. EOP .........................................EDGE OF PAVEMENT SDE.............................................PERMANENT STORM DRAINAGE EASEMENT a
CALLOUTS FOR HEADWALLS ARE TO FRONT OF WALL AT TOP of PIPE. ALL PIPE SHALL ~ S I D E S L ~ oN OPES RCP CLASS III UNLESS OTHERWISE NO THE PLANS ESMT .......................................EASEMENT SDMH..........................................STORM DRAIN MANHOLE ~
EW ...........................................ENDWALL SF...............................................SQUARE FEEL' Q
ALL SIDE SLOPES ARE 2:1 MAXIMUM AS SHOWN IN THE TYPICAL SECTION, UNLESS NOTED OTHERWISE EX/EXIST .................................EXISTING SS...............................................SANITARY SEWER
IN THE PLANS. IF DIRECTED BY THE ENGINEER, A CUT SLOPE OF 2:1 MAXIMUM CAN BE USED AROUND F/C .........................................FACE OF CURB S/R FENCE.................................SPLIT RAIL FENCE
PROPOSED CURB ELEVATIONS: TREES TO MINIMIZE DAMAGE TO THE TREE ROOTS, UNLESS OTHERWISE NOTED ON THE PLANS. FdcG .........................................FRAME & GRATE SSMH..........................................SANITARY SEWER MANHOLE
EXISTING PAVEMENT SHALL BE RETAINED UNIESS OTHERWISE NOTED. CURB EIEVATIONS SHALL BE FES .........................................FLARED END SECTION STA.............................................STATION
SET BY THE CONTRACTOR AND APPROVED BY THE ENgNEER. THE CONTRACTOR SHALL BE EROSION CONTROL: FH ...........................................FlRE HYDRANT STD.............................................STANDARD r
RESPONSIBLE FOR ADJUSTMENT OF CURB ELEVATIONS DURING CONSTRUCTION TO ENSURE PROPER LONgTUDINAL SLOPE AND CROSS SLOPE OF THE PROPOSED CURB LINE. SEE SHEET 3X FOR FOC .........................................FlBER OPT1C CABLE SW.........................,.....................SIDEWALK
PROPOSED TYPICAL SECTIONS. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION CONTROL DEVICES AND TO PREVENT GL ..........................................GAS LINE TAN.............................................TANGENT w
SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE APPROPRIATE CITY OR COUNTY EROSION AND SEDIMENT CONTROL ORDINANCE AND/OR STANDARD DETAILS GV ...........................................GAS VALVE TBJB....................................,......TRAFFlC BEARING JUNCTION 80X d
STANDING WATER WITHIN THE PRO~CT LIMITS SHOULD BE PREVENTED. ALL DISTURBED AREAS SHALL BE HORIZ ......................................HORIZONTAL ICE.. ..TEMP Q ORARY CONSTRUCTION EASEMENT
BACKFILLING STABILIZED AND SEEDED AND MULCHED AT THE DIRECTION OF THE ENgNEER. HSS .........................................HIGH STRENGTH STEEL TEMP......................,.. .......TEMPORARY O
HW ..........................................HEADWALL TOB............................................TOP OF BANK z
EXISTING CONDITIONS MAY WARRANT BACKFlWNG WITH BORROW MATERIAL BEHIND PROPOSED INT ..........................................INTERSECTION TP...............................................TRAVERSE POINT
CURBS AS SHOWN ON PLANS MAIL BOXE S INV ..........................................INVERT ...T TW OP OF WALL V
IP ............................................IRON PIN T/W............................................TEST WIRE ~ W
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES, AS REQUIRED BY SECTION 107-12 OF THE NCDOT ~ ...........................................JUNCTION BOX TYP....................,,.......................TYPICAL M..I h' W
UTILITIES: STANDARD SPECIFlCATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S. POSTAL SERVICE. L ............................................LENGTH UP...............................................UTILITY POIE O W W
LEOP .......................................LEFT EDGE OF PAVEMENT VC....................,................,...,......VERTICAL CURVE t;/j ~y I~
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE qTY WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS CF UTILITY INFORMATIoN. FENCES: LF ...........................................LINEAR FEET VCP...............,,.........,,...............VITREOUS CLAY PIPE Q, ~ M
LP ..........................................LIGHT POLE VERT...........................................VERTICAL „I W ~
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE FAgLI11ES WILL BE AFFECIID TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE ALL FENCES WITHIN THE CONSTRUC110N LIMITS THAT REQUIRE REMOVAL AS DETERMINED BY LT ...........................................LEFT W................................................WEST QI V i MAX .................................MAXIMUM W/...........................,...................WIT}i ~ O1 ~ 0~
CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS THE CONTRACTOR SHALL HOLD THE CITY HARMLESS THE ENgNEER ARE TO BE REMOVED, OR REPLACED AS APPROVED BY THE ENgNEER. THE MH. ..MANHOLE WL ..............................................WATER UNE Z ~ I..~ I.y V ~
FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK ~ HIS OWN FORCES OR THAT OF HIS AGEN75. CONTRACTOR SHALL REMOVE AND RESET ALL FENCES OUT ()F R/W AS NOTED ON THE PLANS MIN ..........................................MINIMUM WM..............................................WATER METER I~ ~
AND/OR AS DIRECTED BY THE ENgNEER. AS NEEDED, THE CONTRACTOR SHALL ADJUST/REIOCATE THE SANITARY SEWER AND WATER LINES ONLY. W mph MMES PER HOUR W/0............................................WITHOUT M"'I ~ 10
OTHER ADJUSTMENTS/RELOCATtoNS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS. THE C~ITRACTDR STAN DA RDS W VAULL. ...................WATER VAULT MIL ........................................METAL A O
SHAM COORDINATE WORK WITH Ui1LITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDUIE. THE CITY WILL NOT BE HEIR RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS IN THE SCHEDULE DUE TO THE z WV ..............................................WATER VALVE ~I
WORK OF OTHER UTILITY OWNERS THE FOLLOWING ROADWAY STANDARDS APPEAR IN THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT ' ..F ooT a
STANDARDS MANUAL (JANUARY 2001 AND LATEST REVISION) AND THE NORTH CAROLINA DEPARTMENT OF CONTRACTOR SHALL CONTACT NC ONE-CALL AT 1-800-632-4949 FOR UiIUTY TRANSPORTATION (NCDOT) ROADWAY STANDARD DRAWINGS (JANUARY 2002), AND ARE APPLICABLE TO THIS x .................................................INCH
LOCATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THE PLANS. 0 U
CHARLOTTE UTILITY COORDINATOR OF IMPENDING WORK. THE UTILITY COORDINATOR SHALL BE CONTACTED AT THE FOLLOWING ADDRESS (48 HRS PRIOR TO CONSTRUCTION): NCDOT N
MR. GARY STANSBURY OR MR. PETE GOSS STD• N0. TITLE: 600 E. FOURTH STREET 600 E. FOURTH STREET
CHARLOTTE, NC 28202-2844 CHARLOTTE, NC 28202-2844 840.01 STANDARD BRICK CATCH BASIN 3 0
[phone] [phone] 640.03 STANDARD CATCH BASIN FRAME, GRATE, AND HOOD z c~ ~
ORGANIZATIONS THAT MAY OWN FACILITIES THROUGHOUT THIS PROJECT ARE: 840.34 TRAFFIC BEARING JUNCTION BOX N
DUKE POWER COMPANY 840.51 STANDARD BRICK MANHOLE a Cj O Q O ~ F- d W J x d Z U = O U N Q
PIEDMONT NATURAL GAS 840.54 STANDARD BRICK MANHOLE FRAME AND COVER ~ Wx
CHARLOTTE DEPARTMENT OF TRANSPORTATION 840.66 DRAINAGE STRUCTURE STEPS W U
B~ SOUTM 840.71 CONCRETE AND BRICK PIPE PLUG ox m
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT 840.72 PIPE COLLAR a o a a a
TIME WARNER CABLE 846.01 CONCRETE CURB, GUTTER, AND CURB do GUTTER
ALL GAS ONES WILL BE AD~ISTED/RELOCATED BY PIEDMONT NATURAL GAS. A REPRESENTATIVE OF PIEDMONT o 1 Q
NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND DURING ANY CONSTRUCTION NEAR EXISTING GAS ONES. CHARLOTTE-MECKLENBURG: o ~
THE CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUC110N. CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARD CMLD N O ~ m
THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY ( ) EXISTING UNDERGROUND Ui1LI11ES STD. N0. ENCOUNTER® DURING TRENCH EXCAVATION AND/OR PIPE INSTALLATION. ~ p O Q Q p Z w ~
10.17AdtB CURB do GUTTER N~ ~ Y d O O
10.19 CURB TRANSITION ~ ~ a w a ~ ai a ¢
10.27 TYPE I RESIDENTIAL DRIVEWAY (2'-0" VAILEY CURB) N
EXISTING SANITARY SEWER AND WATER LINE. 10.29 CATCH BASIN IN VALLEY GUTTER
FOR WATER AND SEWER LOCATES, THE CONTRACTOR SHALL CALL 10.30 CATCH BASIN PLACEMENT AT INTERSECTION
CHARLOTTE-MECKLENBURG UTILITIES AT 704-336-2564. 10.35AdcB ACCESSIBLE RAMP WITH TRUNCATED DOMES
AN INSPECTOR FROM CHARLOTTE-MECKLENBURG UTILITIES SHALL BE NOTIFlED PRIOR 10.36AdcB CULVERT CROSSINGS ON RESIDENTIAL AND COMMERCIAL STREETS
TO THE BEGINNING OF WATER AND/OR SANITARY SEWER WORK. 20.03Ad~ BRICK DOUBLE CATCH BASIN 15` THRU 24" PIPE
WHERE SANITARY SEWERS AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL USE CARE IN 20.04Adc6 BRICK DOUBLE CATCH BASIN 30" THRU 36" PIPE WORKING AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER LINE IS DAMAGED, THE CONTRACTOR
SHALL IMMEDIATELY REPLACE THE SEWER OR WATER LINE WITH CLASS 350 -DUCTILE IRON PIPE. THE 20.23 RIP RAP APRON AT PIPE OUTLETS W
CONTRACTOR SHALL REPLACE A MINIMUM OF 18 FEET OF SANITARY SEWER LINE AND/OR WATER LINE WITH 20.30 MINIMUM DRAINAGE EASEMENT REQUIREMENTS CLASS 350 -DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN 24" OF SAID LINES HORIZONTALLY OR 30,06 TEMPORARY SILT FENCE
12" VERTICALLY AS REQUIRED BY CHARLOTTE-MECKLENBURG UTILITIES OR NOTED ON THE PLANS. ALL WATER 0
VALVES, WATER METER BOXES AND WATER VAULTS IN THE CONSTRUCTION AREA ARE TO BE ADJUSTED TO SILT FENCE STORM INLET SEDIMENT TRAP
THE FlNISHED GRADE BY THE CONTRACTOR. 30.10 TEMPORARY ROCK CHECK DAM a
IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED TO 30.t2 GRAVEL AND RIP RAP FlL1ER BERM BASIN AN AREA BEHIND THE PROPOSED CURB. IF RELOCATED METER IS IN DRIVE OR SIDEWAUC,
CONTRACTOR WILL PROVIDE AND INSTALL CONCRETE METER BOXES. '14.02 TREE PROTECTION
WATER AND SEWER LINES ARE TO REMAIN ACTIVE DURING CONSTRUCTION. IF NOT POSSIBU~ THEN 40.13 TEMPORARY TREE PROTECTION DETAIL CONTRACTOR SHALL FOLLOW C.M.U. POLICIES, PROCEDURES, STANDARDS AND SPECIFlCATIONS MANUAL. 50.04 TYPICAL HANDRAIL w
z
w
CHARLOTTE-MECKLENBURG UTILITIES:
CHARLOTTE-MECKIENBURG UTILITIES (CMU)
STD. N0. IlI1E~
4 PRECAST MANHOLE 4' DIAMETER
5 OUTSIDE DROP
6 OUTSIDE DROP INSTALLATION (ALTERNATE)
PRELIMINARY w
w N o r* Do Not Use For Construction

s
P W
•
O /
~ .
+Vrv ~'_8 #~1Y / ~'y
0'11" • 6•,.0 ~ /
O ~O /1 O P O U O: b O O
~ ` ~ t-.r~ r -i ~ ` ° A ° LETTER LENGTH WIDTH HEIGHT CAPACITY SUBTOTAL
P ~ cA~ , eC~} D~ ~ D el~ 9 P J D ~ ~C~j`~r B~ ~ / CODE QUANT>TY (F~ (FT) (FT C CY W ° o
B ~r / / SI 4 4.5' 3' 3' 1.5 6.0 a ~ ~
s o O P D o 0 0 , 0 0 / • 0 0 / ,,9 A 8 6' 3' 3' 2.0 16.0 ~ Q
B / / 0 B 12 9' 3' 3' 3.0 36.0 U ~ z
o w P ~ ~ " - P ~ o o / ~ o WO / ' ~0 C 7 12' 3' 3' 4.0 26.0 ~ ~ ~ ~ ~ Q
cs ~ 15''0 ' ~ c ~ )P LEVEL PLAN VIEW ~ SI,-, ~~'r~ / * ~ u~ v SI,-, o~ / ° GAP 10 N/A N/A 3 N/A 3.2 sY1
18'0" • ~ , - / 9,~ CY TOTALS = 89.2 ~ W ~
o, 3',0" ,,0• ~ ~ ~ ~ ~ ~8 ~ ~ q ~ SO ~
w, ~-0" ~ ~ ~ H
9 + a ~o W J
*GAP 0''8" ''GAP 0 ~11" ~ V i ~h = " G~ ~ ~ ~ U ~~,3 J l1. r
r0" 6' ''GAP 1 "GAP I'_ • I~ C~
1 0'-3" MATTING FOR EROSION CONTROL ~
P o o U D D ~P-~ ~ V]
r ~ ~ r , FlLL GABION BASKETS WITH ~
o ~ o P C~(> ~ B D P` ~A~ o P P CC o ~cv~ `J~ 1'_ CC A A`~ P O D OV ' -~i B GABION STONE 0 FROM A SOURCE APROVED BY
~ ,t r Os o P B~ ~ THE ENGINEER
o (Y~ ,,'~0 REFER TO SPECIAL PROVISONS FOR
! ~j ~ 51'-0" t P Oa W D ~ GABION WALL MATERIALS AND METHODS. } o cA e o
t _B ~ ,~c~` ~ S . _B ~y PROP. CHANNEL BOTTOM )o ° ~
l8~'0 LOWER LEVEL PLAN VIEW ~ 18 B z ~,~r, o
c ._.~1 FILTER FABRIC a
1. CUT AND INSTALL PVC COATED WIRE (ONE SIDE Of GABION) AND SPLICE ON . : uvi
BOTH ENDS. 9__ ~ `j ~ w Q
2. FlLL GIPS WffH GABION STONE (THREE /A"
LAYERS WIT}{ T1E BACKS PER SPECIAL # 3'-0' FOUNDATION CONDmONiNG
PROVISIONS). 1 1'- " MATER 57 STONE 1 #
SIDE ELEVATION VIEW
r w
~ ~ gam- '-\D ~O /1C O O ~L,.J e
' A ' ,1 A B ' ti,~A ~ C ~-'G C C ~ ~ B S 8 Sl B `,;~`Y A ° h o B I F
O p ® C o t,:~ ~ o u M ~ Q I Q
~s~ ~ ~ - ~ r~-', ~ oLJ o D D '"~r o a P~ r~'~`` ~,`v~,~: ~ '_'Ll U C e ~
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P c o o v o P o`~ D~ D~ ~ o~. D~.__~-- 'o Dom' o C_;, z l J~ 0 0
GABION BASKET LAYOUT
SCALE: 1" = 5'
a w
w
~ : ~ ~ ~ x
698 ~ ~i ~ a ~ ~ 0 ~ ~ ~ ~ ~ 9.. ~ r, ~
i 698 r ~ ~ A ~ `~-r ~ 0/~1 ,0 ~ 6~ O VA
__--r _ 697r -I-- se„ ~ ~ ~ cR ~ i o ~ ~ ~ ~q y ~ ~ \ ~ ~ ~,1 r-1
i _ -1697 , ~ ~ ~ ~ ~ : N ~
i - ~ 696!--_._--__-_-_--_ ~ C~~ ,tit. ~ ~ ~ \ - I ~*9 ~ V 'ti ~ r1
~ ~ H~ ~ 6" V % ~ i f ~ li5 - , ? y~' s :i?~ t~
- - ~~696 a - ~.I ~ ~ m _ ~
x ~ ~ ~ a - - ~ h ~ ~ a o u xj
- d - , ~ ~f, " o-~- ~ 1
- ~ _ ~ --.695 ~ ~ - ~ ~ q ~
- N it , , ~ ~ ~ .9 s,= i OJr - ~ ~6
694' °~ro ~3 ~ ~ '.694 r h ~ Q.
~ - - ~ _ - - - ~~oo I! - / r ~ ~ . ~YJ 3
693~ _ - - - - W qv,.~~.:_a.~.. ~ ACA: ~ .C I i ~ 1
- - x~oz ; ~ wcn~_ ~ ~ -x ~ o 693 ~ ~ _ _ _ - ~ o w ~ ~ z - - -
_ _ - - - - - - - -----~-----sg1-76 i, ~
692j - - - -T - ( - 691.09 - - - ~ ± - - ~ rho - ~ ~ U fA Y N -1692 _ ~ ~S : ~ ~ w
- -t- - - ---}fir- ~ ~ ,c S ' ~ j~A q - _ , ~ ~ , o U
_ O - v Q C~ ~ ~ O ~ _ s ~ ~ O 91 PR i % ~ ~ ~ m / ~ ~ 0~'~ A ~ x
~ r - ~ - ~ l ~ ~ ~ V~ ~ / l~ ~ 691 ~ 5 ~ , / ~ ~ ~ ~ ~ F- 1~ a, , ~ o ~a~ ~ ~ ~ ~ _a a
- ~ - ~-'i ` r ~ ; L ~ I ' 1 ~ ~ /w / 59 \ ~ ~ N
690~r s90 r ~ yo ~ ~ Q
EX. Y-1 CHANN BOTTOM ,D t7 ~ ~ ~`G~ P i~ P Vp p ~ ~ D D ~ D t? rJ D - - 1 / ~ ~ ~ o¢ o / ~ ~ ~ / N
PROP. Y-1 CHANNEL BOTTOM m 0.50% ~ ~r ~ ~ l ~ / ~ ,r--~~ ~-.i~ 1 - i , ~ C ~ ~ ~ ~ H h r Y' 1 - ~ l ~ ~ 1 r~ 2~ ~ ~ N a.1
~ i 689- - - L/ r ~ - - - - ~ ~ - ~ ~ O 0.1 ---{689 w % ~ ~ / ~ C, ~ i 0 ~ Q Q
r- - - - ~ - %`4 , P O _ A~ - ?i.~~ ~ti ~ W ~ ~ ~ . N ~ d O O
x- ' r 688 - - i i ~ ! ~ ~ / _ . t; r ~ w a . ~ ' , - ~ ~ i ~ r,,~ VJ
f T , 7 r 688 i / ~ ~ . _ ~ - r o a ¢ s7 _ - ~ /~Li,~ ~ ~f /
~ ~ ~ ~ ~ ~ O P ' 687 - - - ~ ~ ~ - , \ _ _ A i it ~ ~
X687 ~ J~~
< < r - - - - r -~n~ ~ - ~ r ~
~ ~ 686 ~ D~ o v ~ ~ o s~ ~~U c`'/-' o~' v~ ~ ~ ~ ~ o ~ P
~ ~ ~ r, --s=- ~ L- ~ r-~ i ~ _~I / 686 ~ 0 ~ ~ , ~ ~ ~ l~ 6J - - 5~
-I----- _ - ~ ~ ` r-- - - - - ~ - ~ " - ~ o - ~ PROP. 10 -EWER ~ \ ~ ~ _ _ ~ ~"I
685j- - 685.76 - --1685 `~a ' ~ ~ 'fir ~ ~"'I
f---- _ - - - ~ a ~ ~ ; ~ % ~ W
685.09 -f-- , ~ 684 - - _ y ~ T r~ ~g I ~ ~ r y~ ~ A \ ~ ~
_ 1 i --684 ~'s ; 's~ ~ / j a~ S~ * ~1
I--- - - r- - - - f---- . ~ ~ ~ 1 ~ A ~
683 / I~ ~ doh \ ~ - -683 ~ ~~r ~
-I_ ~ ~ ~ / ~ r ~ ~.o~ ~ ~
~ ~I ~e ~ ~ ~ MM ~ h+y
682 ~ ~ r ~ fl ~ ~ x'682 !
N~ NCO O~ i ~ X692 a ~ ~w N ~ ~
m~ oi~° ~ d ~ ~V ~ 6~ ~ ~ i 1
co m ~n ` 1 ~ ~ ~ , a ~ 7
~ . ~ f`~`~~ ~ ~ ~ I I~ ~ ~ t
14+00 14+50 15+00 i ~ ~ ~ ~ _ ~ ..e'., A ~ c~ ~ a' W
PROFILE
SCALE: HORMONAL 1" -10' PLAN VIEW
VERTICAL 1" - 2' SCALE: I" - 20' w PRELIMINARY Q rt
x M o ~ EDnoN!ot Use For Construction

M 0'-3" FlLL GABION BASKETS WITH GABION STONE e FROM A SOURCE APROVED BY THE W
~~,1 +G~ ENGINEER
MATTING FOR EROSION CONTROL
78'-0"
a PROP. CHANNEL BOTTOM ~o SI~
0 I ~fi;;>~1'~: FlLTER FABRIC d' ~~A~~~ i. '
9~ o U . ~ ;
0 0 o A o ~ rr~~
1~ ~ ~ , ~`;c J I REFER TO SPECIAL PROVISONS FOR
P - D D ~ P O P B C 1 C~ r- P a : \ ~o ~ GABION WALL MATERWS AND METHODS.
V , C C 1 ~ ~ ~ ! P O O P`'' C Sh ~ c ~ T
~ tA,,, D ~ - - ~ ~
_r ~ = W NO
/ TOP LEVEL PLAN VIEW d'. / I b FOUNDATION CON ~ ~ DmONING MATERIAL, X57 STONE E"'~ ~ a
~ / / SIDE ELEVATION VIEW ~ w z
o
a ~a ~ F
oz
LETTER LENGTH WIDTH HEIGHT CAPACffY SUBTOTAL ~ ~ w ~ CODE QUANTRY (FT) (F'f) (FTC CY t~ W o c~
,3" SI 2 4.5' 3' 3' 1.5 3.0 as ° w
~ A 31 6' 3' 3' 2.0 62.0 Q, r--~ o
B 1 9' 3' 3' 3.0 3.0 ~ ~ ~ Q
~ J ~ ,.fir . ~ i0 ° ° r-vo ~o~ o ~ ? C 5 12' 3' 3' 4.0 20.0 ~ ~
'GAP 2 N/A N/A 3' N/A 1.3 a'
C%t ~ v_~ o P o'-~ o ~ ~ ~i ~ r C c ~ Q - CY TOTALS - 89.3 Q
A ~A~ ~A: A A A~. A A A 1 P ~'v ~ L ~ t t~ _ ~ A~ ~ A~. ;~A v:, ~A~'-,~ AAI^,~ A'^}~ A~ A~ A~, AAIA} A- } A~ A~ A CA~~ I ~
p I ~ io
P L' o ~ D~"J l~ ' 7 i C ~ } ~ ~ 0
q ~
P U , ~ P A
` BOTTOM LEVEL PLAN VIEW' D O
~O,
1. CUT AND INSTALL PVC COATED WIRE (ONE SIDE OF 0
GABION) AND SPLICE ON BOTH ENDS. a
2. FlLL GAPS WffH GABION STONE (THREE LAYERS
WITH T1E BACKS PER SPECIAL PROVISIONS). Q
0 0 0 0 0 0 0 0 ~0 0 0 ~ r~ ~ C
o P D r' ~~P ~P D P P P P D S ~ ; o v o_ 0 0 0 i n 1 ~ 0 0 0 O
~,C~~ ~ , i 0 o v o 0 0 0 0 0 0 ~o~' 0 0 0~ 0 0 o P o~ o 0 0 0 0 0 o C ~ ~.~~i ~
~ ~ ; 0 0 P 0 0 0 0 y ~ , 0 0~- 0 0 0 ~ P o ~-f ~ ' C~ 0 o a ~ o' ~ ~ ~ C4 I
0 0 0 0 0 0 0 ov' P' o C ~ 1 i ~ ! ~ o P 9 P P 4 o P 1 o p C l O ~ i0 ~ F
A ~ ` e J ,~o~ ' J o O O O ~ ~ ~ U( i 'l 1 P D D "'\P Dom" O" ~0~ , -i D P O D P O p } c`; ~ iq d
Q v Q
O
87'-0' z
ELEVATION VIEW
U
GABION BASKET LAYOUT ~W ~
SCALE: 1" = 5' 0 W
~ W
~ ~ ~ V ~F~ ~
A ~ ~ ~ ~ ~ M ~ i ~ ~i W ~ ~ , ~ ~
o / ~ i Qi h ,
710 I ~ ~ ~ ~ ~ ~ ~ t-.
710 I 8 ~ a I / S ~ ~ ~ ~ ~rr ~ ~ ~ E..,I ~ 1
- - F~
- - - - - -------I ~ ~ ~ /
M N I - - ` - - - . - - _ - 1 - r - i ~ w~ ~ , - H ~ ~ ~ ~ Q ~ ~ ~ ~
i i i 708 ~ 3 I, _ , - - - - _ - - _ r _ - - - i I - ~ - I < \ 4J
708 - - - ' . I- O p - - / / -r. ~ _ - - ~ ~ ~ ~ ~ ~ / r W ! ~
- - I i- s ~ x~ a ~ ~ - ~ F
- - O I Z ~ - - F - d Z H _ - I 4 - - _ ~ ~ N ~
- ----I--- - :706.00 - - - - - ~ ~ ~ ~.y - - ~ i . ~ qy ~ ~
706 / ~ _ ~ ~ y _ ~8 Fti , ~
E - '.706 LEV. 705.12 -
- ----7--- P ~ 1~~ , - - ~ - _ - ~ - ~ ~ ~ ~ v
~ i ~ D D O D - - - ?c-© - -
i - ~ 1 ! - . - - t _ . --rt-- - _ p _ - ~.r . a, t [r7 W M I _ t _ 8 r v ~ y o a I W ~ E-
D O /1 ~ 1~'7 U - ' II P - I O _ I 704 - - ~ _ - _ ;
- - _ ~ EX. HANNEL BOTTOM P D D J ~ `~c~ ~ ' 704 , ~ '~-!i ' 0 0 ~ ~'~t ~ 0 U G
' . ~ D -~_.P ~ ~ - - - -
- ~ ~ ~ D ~ ~ ~~C I _ y~ ~
- - ~ ~ - _ ~ n4 O ~ ~
P ROP. CHANNEL BOTTO 1 AT .00~ - r' ~ . A ~ - - ~ Og ~ ~ ~ I
702 D P O D 702 P / 1 ~ ~ - ih ~ ~ s O d
- ' - ~ - : ~ o o `V'b i r r j _ ~ 0040 0 V ` N O C~1 fs7 it ~ / 000 rod ~ ~ /
~ D P . ' ......I ~I _ - I - ~ 1 O ~ i , "i,_ ~ ~ 0000 I N i ~ W W
O J 0 e~ 4 p~ z, p (9 ~ i - _ 0000 ~ ~ o I ~ - 0000 0 ~ \ i,.. ~ O O
~ I ~ I ~ ~ - 0 0 0 0 ~ ~ ~ i`''ce ~ ~ ,n ~ ~ ~ ~ ~y N O a ~ I v Q'~ ~ ~ 000 i ~ ~ ~ ~ a
_ I _ ~ Cp C~ 70D D P _ ~ ' ! - 1 - - - ' 700 I I 1 % 6~, a / ~ v o
- i - - ~ w I ~ ~ o ~ _ ,s ~ ~ / ~ ~ Q~~ ~ ~ 0 1 Fi/ ~ ~ i ~ ~ ~ _ ~ 6 0 ~ _ ~ ~ t S
I - - -G- - - - ELEV• 700. o000 ~ ,
~ I i J _ -.y 0 0 0 0 ~ - ~ ~
~I ELEV: 699.12 I f
698 ~ ~ i ~
~ 698 ~ ~ I 1 ~ ~ ~ ' ~Z- ~i s r ~ 0 Q ~ _ t H
i ~0'~ ~ ~'~coi~ ~~a~~ ~ 000 ~ -
---rt- _ _ - - _ _ ~ ~ ~ ~/r a a ~ 000 ~ -
I ~ i ' i ~ ~ - , a ~ - - , ,-p A ~ ~ - _ 3* . ~ A
696 - - r------------ - - - ~ 696 ~ u ~ i i >
i - ~ ! ~ > a i s e V i' ~ ti
~ ~ J 1 J1~ > > , ~ , > ~ ~ , , ~ ~ ~
I I f 1 ~.L~_- I J P l ~ 3 3 i d i 3 V
_ li _ ~ 'g, 7'. ~ I 1Q ~ _ ~ ~ ~ \ d~~ ~ 7~. {h ~ a ~ ~ 3 s ~d~,,w-' ~ A
694 ~ ~ ~~r 710 ~ ~ a ~ fl a i
694 I \ 9 1 i \ , i n ~V - \ \
cod Op ap ~O Q.- N~ ~ ~ ~`r ~ ,moo 0 0 ~ V ~ \ u j ?
~ n ~ , ~ ~ ~ ~ D i 1 d
> a } f p ~ r ~ ~
23+00 23+25 23+50 23+75 24+00 F C ~ ~ ~ly~j~ "A+ ~ a a `r ~ ~ /Uj Sa ~ 9 ~ ~ s ~ a ~ s + ~ ~ - - , F ~ , ~ ~ a ~ ~ c~, ~
24+25 ~a+5n
PROFILE PLAN VIEW
SCALE: HORIZONAL 1" -10' w SCALE. In - 20r PRELIMINARY • x M ~ rl
VERTICAL 1" - 2' FnDoN!ot Use For Construction n

i
. M ~
~W ~ ° o
W Fj w ~ FF.~~ H F N F~ H ~
E ^~Q
U ~ r= z w o
a
~ E
b cn ~ Q W~ = o
~ Wz
U~
a w w~ J VJ O ~ ~
~ ~ ~a o=
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O
TOE IN BURY MATTING 6" DEEP ( ) t-+

TOE IN (BURY) MATTING 6" DEEP TOE IN (BURY) MATTING 6" DEEP - r~
i ~
~ 2 2 ~V~~A~~\; , VARIES WITH
PROPOSED CHANNEL INVERT ~ ii 1 1 ~ V~~V~~ ~~V~~V~ ~ EX. GRADE TWINE ~A. A ~A~ ~~~A ~A~ ~A
2 2 'i, ,i ~i. ~ /V/ ~ ~/V/V/V/V/V/V/
TWINE TWINE i. ~ ~ / / ~ VARIES WITH MATTING FO~~OSION
~ ~ EX. GRADE \~~A//~A~ ~ FOR EROSION CONTROL p

MATTING FOR EROSION CONTRDt MATTING FOR f ROSION CONTROL i~~\ c°n
f j~Y ~ii7~ !~~%/A / yV W
FILTER FABRf6 o
1 ~=6" COIR FIBER ROLL (12" DIA.) USE
CLASS I RIPRAP LASS I RIPRAP TOEWALL. USE ONLY ONLY WHERE INDICATED ON PLANS WHERE INDICATED ON PLANS 1'-6" (SEE DETAIL SHEET 3D)
COIR FIBER ROL1 12" DIA. USE ~ COIR FIBER ROLL 12" DIA. Util WHERE ( ) ( ) ONLY WHERE INDICATED ON PLANS ONLY WHERE INDICATED ON PLANS
(SEE DETAIL SHEET 3D} (SEE DETAIL SHEET 3D) 5.0' BASE WIDTH DRIVE STAKE THROUGH NETTING
DRNE STAKE THROUGH NETTING 5.0' BASE WIDTH DRIVE STAKE THROUGH NETTING PROPOSED CHANNEL INVERT ~
F
TYPICAL CHANNEL SECTION d
STA. 12+43 TO STA. 12+87 (NOT TO SCALE) Q STA. 13+55 TO STA. 14+14 (NOT TO SCALE)
TYPICAL CHANNEL SECTION O z
STA.10+82.52 TO STA. 12+43 (NOT TO SCALE) STA12+87 TO STA 13+13 (NOT TO SCALE)
NOTES: N
1. SEE PROFILE FOR PROP. CHANNEL INVERT. ;HANNEL INVERT.
2. PROVIDE 2H:1V BANK SLOPE TO TlE INTO 'E TO TlE INTO EXISTING GROUND. W H
h o w
w ~ w
a
d 0. M
xw a~ z
~ ~
~ ~ H z
a~ V~ a wr
iV~ .i\ ~i~~~/~~/~ SLOPE VARIES WITH EX. GRADE ~ h ~
,c//~ iA; ;/iA~; ~~/i,,/r~~i,. Q 0
TOE IN (BURY) MATTING 6" DEEP Z
~ ~ ~ MATTING FOR EROSION CO) x 7R ER0~1ON CONTROL
y n ~ 0 TOE IN (BURY) MATTING 6 DEEP
" 2 VARIES WITH 2 V1
1 EX. GRADE 1 TWINE
1
i 4~_6" , o
" 1'-6° MATTIAIG' fOR ER0510N CONTROL MATTING FOR EROSION CONTROL ~ 1 -0 ! ' 1~~ U ~
VARIES WITH TWINE ~ ~i. M ~ - EX. GRADE i' ~ ~ ' ~ w ~i p ~ w %i, ~ h- d 2 J ~ ~ ~
i~ 2 U Vl ~ U N Q
} ~ W r' ~ ~~F~R EROSION CONTROL ~ x
FILTER FABRIC ~~A ~ o ~ i; /~~j~//A/ 0
COIR FIBER ROLL (12" DIA.) USE ONLY WHERE INDICATED ON PLANS ~ ~A, r x ~A ~A ~ , ' o d
SEE DETAIL SHEET 3D CLASS I RIPRAP TOEWALL USE ONLY ( ) 1'-6" WHERE INDICATED ON PLANS w
DRIVE STAKE THROUGH NETTING 5.0' BASE WIDTH N
COIR FBER ROLL (12" DIA.) USE ~ w ONLY WHERE INDICATED ON PLANS o Q
PROPOSED CHANNEL INVERT I FILTER FABRIC cov (SEE DETAIL SHEET 3D} o
GABION BASKETS (SEE S SEE DETAILS S EET 3 N ~ ~ N BASKET ( H A} 0 0
6.0' BASE WIDTH DRIVE STAKE THROUGH NETTING I o ~ ~ p q IDATION CONDITIONING MATERIAL, #57 STONE z O o
TYPICAL CHANNEL SECTION FOUNDATION CONDITI( STA. 13+13 TO STA. 13+55 (NOT TO SCALE) PROPOSED CHANNEL INVERT N m ~ Y¢ o O 0 0 0. a x Y
O N ~ 0. o a Q
TYPICAL CHANNEL SECTION
NOTES: NOTES; 1. SEE PROFILE FOR PROP. CHANNEL INVER STA. 14+14 TO STA. 15+41 (NOT TO SCALE) CHANNEL INVERT.
1. SEE PROFILE FOR PROP. CHANNEL INVERT. 2. PROVIDE 2H:1V BANK SLOPE TO TIE INTC DPE TO TIE INTO EXISTING GROUND.
2. PROVIDE 2H:1V BANK SLOPE TO TIE INTO EXISTING GROUND. 3. PROVIDE 6H:1V GABION BASKET SLOPE T 3ASKET SLOPE TO TIE INTO EXISTING GROUND.
z
0
NOTE:
1. ALL TYPICAL CHANNEL SECTIONS ARE LOOKING UPSTREAM. H
~ U a w
2. EROSION CONTROL MATTING SHALL MEET THE
REQUIREMENTS OF THE PROJECT SPECIAL PROVISIONS, AND ~ ~ H a
w w
SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S A Z
RECOMMENDATIONS. Z
x
v
w ~ U w
IT, M o ~

W
TOE IN (BURY) MATTING 6" DEEP
TOE IN (BURY) MATTING 6" DEEP TOE IN (BURY) MATTING 6" DEEP ~ !i~~ j~~~~
\ i~
2 2 jAi~~ VARIES WITH
PROPOSED CHANNEL INVERT ,~~'~~1 EX. GRADE 1I-.'
2 \~i , i\ ~ TWINE
~1 1~ ~ MATTING~~~~~ TWINE VARIES WITH TWINE MATTIN EROS}OTJ C©NTROG . , ~ ~ ~ ~ ~ ~~~A>~ ° 0 ~ V N
EX. GRADE 1,-6n ,~V~j ~i wm 1'-0" ~ F-N
~ ~ ~ ,~~j,,y~/~ ~ ; hdAx;(fdG FOR EROSION CONTROL ~ ~ ~ [-i v~ a
NG FOR ON ~ ~ MATTI EROSION' C TROL I MATT{NG~FOR EROSION CONTROL
~ ~
t ~ v~ v FILTER FABRt i; ~ ~ - COIR 'C ~ ° ~
1 °.6" ~ ~ ~ F1BER ROLL (12 DIA.) USE ~ ~ W ~
CLASS COIR FIBER ROLL (12" DIA.) USE COIR FBER ROLL (12" DIA.) USE CLASS I RIPRAP TOEWALL. USE ONLY ONLY WHERE INDICATED ON PLANS = o WHERE INDICATED ON PLANS 1'-g" (SEE DETAIL THIS SHEET) ~ ~ z
ONLY WHERE INDICATED ON PLANS ONLY WHERE INDICATED ON PLANS U~~
(SEE DETAIL THIS SHEET) (SEE DETAIL THIS SHEET) 6.0' BASE WIDTH DRIVE STAKE THROUGH NETTING a ~ 0
DRIVE STAKE THROUGH NETTING 6.0' BASE WIDTH DRIVE STAKE THROUGH NETTING PROPOSED CHANNEL INVERT H O ~ c s~ ~ ~ _
~ F-~ o ~
a 1~ O
TYPICAL CHANNEL SECTION 0
STA. 22+89 TO STA. 23+50 (NOT TO SCALE) ~
TYPICAL CHANNEL SECTION 0
STA. 22+09 TO STA. 22+89 (NOT TO SCALE) Q
NOTES: 0
1. SEE PROFILE FOR PROP. CHAP =0R PROP. CHANNEL INVERT.
2. PROVIDE 2H:1V BANK SLOPE V BANK SLOPE TO TIE INTO EXISTING GROUND.
z
0 E~
a
U w
Q
6'x4' RCBC
SLOPE VARIES WITH EX. GRADE 37.0' APRON
692.00 ELEV. A - 0.5~ SLOPE r
- - - as
;3,0~,; 1' _
MATTING FOR EROSION .CONTROL TOE IN BURY ( )MATTING 6" DEEP / ~ , j~/ w i
A
i ~i "a
r ' i/' 0 z
2 ~ , FLIER FABRIC
VARIES WITH TWINE ELEVATION VIEW
EX. GRADE VI ~ - T 1
CLASS I RIPRAP (TYF S I RIPRAP (TYP.) W
~ MAFTIN~ TOR EROSION CONTROL H - ti _ W
~r- - _ _ - - ~:W,
M 1 ~6" a M ~?~~SLOPE PROTECTION r-~
_ I " n' tti 6. . x W - ~ , ~ ~ ~,~A,~A,~ h~+ CLASS I RIPRAP (TYP.) ~
COIR FIBER ROLL (12 DIA.) USE - ONLY WHERE INDICATED ON PLANS ~ ~i i 10.0' QI rr hh 1 - I V z
- (SEE DETAIL THIS SHEET ' SECTION A-A I~ 01 _ _ _ ~ E..l _ , ;
FILTER FABRIC 6.0' BASE WIDTH DRIVE STAKE THROUGH NETT1NG ~ U ~ ~ r.
- ~ ~ ~ = ~o
GABION BASKETS. (SEE DETAIL SHEET 3B) PROPOSED CHANNEL INVERT N
FOUNDATION CONDITIONING MATERIAL, #57 STONE A 0 z
TYPICAL CHANNEL SECTION a ~y a
STA. 23+50 TO STA, 24+37 (NOT TO SCALE) 16.0' APRON -16.0' APRON 21.0' POOL Mil W
NOTES: UO PLAN VIEW E„~
1. SEE PROFILE FOR PROP. CHANNEL INVERT. 2. PROVIDE 2H:1V BANK SLOPE TO T1E INTO EXISTING GROUND.
3. PROVIDE 6H:1V GABION BASKET SLOPE TO TIE INTO EXISTING GROUND. RIP RAP ENERGY DISSIPATOR
STA. 18+29 TO STA. 18+66 (NOT TO SCALE)
3
0
M ~ W~ ~ Q M W
d = J x O F^
~ Vl ~ U N Q W x
NOTE:
r x
1. ALL TYPICAL CHANNEL SECTIONS ARE LOOKING UPSTREAM. oQ as w
N ~
2. EROSION CONTROL MATTING SHALL MEET THE ° ~Q
REQUIREMENTS OF THE PROJECT SPECIAL PROVISIONS, AND N
~ N ~ r r SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS o o
2"x2"x4' LONG NOTCHED MATTING FOR EROSION CONTROL =Q RECOMMENDATIONS. 0 3 W ~ ~ ,
STAKES ® 2' O.C. (TYP.) 0 o a Y a o p
' O.C. TOE IN TOP Y 0 0 ~ a N a ¢
- ~ TWINE TWINE v
MATTING FOR PROPOSED CHANNEL INVERT ~ EROSION CONTROL '
- I

a,:
~1.'.=0° DIA. ; it I ~ C ~ ~
1. I

1 ~_6n , o
0 2 1/2' x 2" x 2" STAKES
a
DRNE STAKE THROUGH NETTING DOUBLE STAKES M~
E"l
COIR FIBER ROLL DETAIL W
(NOT TO SCALE) A
NOTES:
1. PLACE COIR ROLLS PARALLEL TO THE STREAM BANK ALONG A HORIZONTAL CONTOUR
h W A w~
x M o ~

e
W
E
• a
7'-8"
6"
D3 (TYP.)
ELEVATION: 697.50 RI (TYP.) Cv~IVERTT~P 6° 12 1 2"
DI (TYP.}
T-2"
~ 2" PVC WEEPHOLE 3"' I W°a N
6-RI ®12 1 4" O.C. / THREAD THIS ~ ~
4'-0" I ALONG TOP OF BOX ELEVATION: 694.00 ~ 8" FROM FACE END INTO RI ~ ~ a
4--6'-0" ~ J
4" ~ 8 RI (TYP.) I VARIES ~ w o D3 (#5) REBAR DETAIL 6'-7" MAX. ~ ~ Q
3 • ~ F
ELEVATION: 691.42 ;p ° b iJ!? °a ~ ~ w~
_ ~CUU/EKT S]C~E s~ w o
I ~ ~ 2" ~ ~ ~
4'-0" k 6-RI ®11" O.C. ~ 11" O.C. 2n 3" RAD. ~ ~ o
~"--6'-10"~I . g'_p" ALONG SIDE OF BOX ~ ~E OF BOX ~ H ~H SIDES ~ ~ ~ ~ Q
PROP. 6'X4' RCBC CL III (TYP. BOTH SIDES) 8" FROM FACE INV. IN = 692.00 - ~ o = M FACE ~ " ~ ~ ~ ~ 1 -8 ~
I
135'
V]
ELEVATION 4" r~
scALE: 1/4" 1'-0" RI LAYOUT T N 4 REBAR DETAILS Q D2 (#5) REBAR DE AIL 0 0
SCALE: 1/4" = 1'-0"
9'-6" 0
8'-4" !cu! vEr~T~..,,~,~ a a
1'-2" TYPE EC-2F STRUT OR EQUAL UAL i - n ~
LENGTH = 4 r 10 1/2" 3' 0 4 I
~ ~ D1 (TYP.) INSERT WIDTH = 2" THREAD THIS END INTO RI
` DIA. _ r ..I; •L . D2 (TYP.) THREAD TYPE 10 UNC I ~ 1'-2"
~ ` ~ 3" RAD.
0 r - - - 135'
0 • SUMMARY OF QUANTITIES r w
~i REINF. STEEL 1506 LB
F
CONCRETE 13.94 CY 1 AR DETAIL a
' : ~i; : 135' V-3 ~ D1 (#5) REB F (#a~, REBAR DETAIL
r RICHMOND STRUCTURAL CONNECTION INSERTS I J INSERTS (RI) o z
~ . OR APPROVED EQUAL
~o, h 1 gyp, NOT TO SCALE
V-i N BAR DETAIL U
~~s ~W SCALE: 1 3
~ ~
W
W ~
14'-5" a ~ M
W
a~
PLAN ~ Z~
SCALE: 1/4" = 1'-0" Z ~ a~ H~
a U ~ ~
W ~o
A 0
x a
UO
N
W
W ~
F w W Q M W Z d = W ~ \ Q
(v/1 % Yw ~Q
~ x 0 U O
4®12" VERTICAL 10" 10" # 10" (1) #4 - 2" FROM CULVERT SIDE ~ F
2" PROP. 6'X4' RCBC CL III RCBC CL III (TYP. BOTH SIDES OF CULVERT) a a
2" BACKFILL USING FREE DRAINING w 2" (1) "N" BAR - 2" FROM CULVERT SIDE o
CLASS III, TYPE 2 SELECT MATERIAL. (TYP. BOTH SIDES OF CULVERT) ~ Q
10" ~i~ "N" BARS 12" O.C. 2" o¢ o c~
~ 8" 1 ~ r #4's-SINGLE ROW OVER o o ~ m
FILTER FABRIC #4®11" I l TOP OF CULVERT _ I o ~ Q o z o ~ ~ >
HORIZONTAL I f ~ o N o a a° x
- 2" PVC WEEPHOLE I I ~ ~ w a ~ ~ ° o a ¢
I ~ i I "D3" BARS ®12 i/4" io N
VARIES " ~'iy, STONE FILL WRAPPED IN FILTER FABRIC t0 4®12" VERTICAL I I 2 -7 TO 6 -1 ~ I # RI (TYP.} I of x
-r J- I I l-~-I "D2" BARS X11" "D1" BARS X11"
"F" BARS ®12" O.C. I 1'-3"
1'-3" 3° 3°
3" ~ ~ I 2" 3" ti 0 7" 3" = .a°
= n 2" 1 Dri ~ ~4®12" ~ #4®12 ~ n " 10 FBI ~ ~ #4®12 y,~
I I ~ n n n ~ n
2'-3" "F" BARS ®12" O.C. 2'-3" F BARS ®12 O.C. 2 -3 ["1 N
W d" s" A N
9" g" I~ +
a 00 H
a
WINGWALL SECTION ~ ENDWALL SECTION 1 ENDWALL SECTION ~ H 1
SCALE: i" = 3' V-1 SCALE: 1" = 3' V-2 A H~
SCALE: 1" = 3' ~'3 ~ z
w
F-
PRELIMINARY w W w x M ~ ~
EDn!ot Use For Construction

e
W
7'-2"
8'-4"
7'-2" MANUFACTURE BOX CULVERT 6-RI ®12 1/4" O.C. WITH BELL END FLUSH WITH
^ ALONG TOP OF BOX ENDWALL FACE (DO NOT SAWCUT)
3" 3 6 FROM FACE D3 (TYP.) w °o g" N
RI (TYP.) RI (TYP.) ~
ELEVATION: 703.34 ESQ
z DU~VERT ~0° 4" _ 10 1 2" w o
i - / ~ w ~ ~Q
5-RI ®10 3/4 O.C. , ELEVATION: 701.00 3' ALONG SIDES OF BOX " a
1 f " 3' y ~ 6, 8 FROM FACE ~ _ ~ ~ Q~ W~
8- , 6' ~ = o THREAD THIS ~ ~ z
~ ~ . a 4^ END INTO RI y o F ~ ~
B ELEVATION: 698.42 , ~ a ~ wo
D3 (#5) REBAR DETAIL ~ ~ L/~ ~ Q
- • - - - RI AYOU L T VARIES ~ ~ ° v
n SCALE: 1 4" = 1'-D" 5'-5" MAX. Q"
2 PVC WEEPHOLE / 6 -10 Q
PROP. 6'X3' RCBC CL III 7'_8^ !Cii!VERT SIDE " 3" RAD. ~
INV. IN = 699.00 2 2" ~
0
a 1'-5"
ELEVATION i
SCALE: 1/4" = 1'-0" 135'
D2 (#5) REBAR DETAIL N 4) REBAR DETAIL z
o F
a
9'-4" c~ w
8'-4" Q
~!J~'d~RT SIDE
~ 1'-1"
I ~ I D1 (TYP.) 10 1/2" r
• ~ THREAD THIS
i ~ D2 TYP. END INTO RI 2'-6" ~
~ ~ I. ~ :I _ k ~j o • _o_' , oy~: ~ o TYPE EC-2F STRUT OR EQUAL w E-
LENGTH = 4 135' Q
• " ' pry` INSERT WIDTH = 2" 1'-2" 3" RAD.
DIA. _ 0
..,~0 : THREAD TYPE 10 UNC D1 (#5) REBAR DETAIL ~
1 5. 1 F 4 REBAR DETAIL F''
U
RICH N ST MOD RUCTURAL CONNECTION INSERTS (RI) r 1 ~W
(OR APPROVED EQUAL)
~ ~ 1 NOT TO SCALE BAR DETAIL 0 W ~ W
SCALE: 1 = 3 a ~
M
xw
a~
14'-9" ~ z~
z ~ a ~
a U~ ~ ~
PLAN W~ N
SCALE: 1/4" = 1'-0" A h 0
x a
UO
H
10" 10" 10" (1) a4 - 2" FROM CULVERT SIDE w ~ ~ it W Q M w
(TYP. BOTH SIDES OF CULVERT) i ¢ = w x ~ a
2n " #4®12" VERTICAL #4®12 VERTICAL 2" 1" ~ ~ Y W NCa "Dl" BARS ®10 3/4" ~ y x
"D3" BARS X12 1/4" m ~ m
PROP. 6'X3' RCBC CL III "N" BARS ®12" O.C. r (1) "N" BAR - 2" FROM CULVERT SIDE F
• i. 8n (TYP. BOTH SIDES OF CULVERT) -a° a
4®10 3 4" ' FILTER FABRIC / N .w]
HORIZONTAL • • ~ 4's-SINGLE ROW OVER I o? a
~ MANUFACTURE BOX CULVE 2" TOP OF CULVERT : . -------------------7 N ~ I ~ r
1-I ~ RT I~ ~ I RI TYP. WITH BELL END FLUSH WITH o ( ) I I ~I _ I N O W 0.1
VARIES I-' ENDWALL FACE (DO NOT SAWCUT) I'`,~ .I 2'-7" TO 4'-11" - - 2" PVC WEEPHOLE ` I 0 O ~ Q Q 7
' + ~ STONE FILL WRAPPED IN FILTER FABR I I °I "D2" BARS ®10 3/4" ~ ~ o z ~ a ~ > ~ i N~ a ¢ o 0 0o a x
_I ~ IC ~ 1'-0" ~ " I ~ ~ N w a, 2 -0 I o o a
-~a I 3„ ~ %
3" k - ^ ~-1- 3 .z, ~ of 3" x s I
4 2" 2 _4
~ io # 10 4®12" ~ " 10" io # . ~ 3 2
n n .I F BARS 12" O.C. 3^ "F" BARS X12" O.C. I "F" BARS ®12" O.C.
2'-0"
9" 9" 2'-3" 9" I~
H ~
~..I
W o
WINGWALL SECTION ~ ENDWALL SECTION 1 A ~ DWALL SECTION ~ + EN 1
SCALE: 1" = 3' S-1 SCALE: 1" = 3' S-2 a H~
SCALE: 1° = 3' S-3 I,,,~ N
W
A N~
z
w
F w pjj~ w it
x M ~ ~
LDn!ot Use For Construction

GENERAL NOTES:
m GENERAL NOTES:
1. MORTAR JOINTS 1/2" t 1/8" THICK.
1. MORTAR JOINTS 1/2" t 1/8" THICK. 2. CLASS °B" CONCRETE TO BE USED THROUGHOUT.
2. CLASS "B" CONCRETE TO BE USED THROUGHOUT.
~ - ' I THE PO G OF FLOOR TO BE 3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
.6x4 RCBC 2 PROP. DI 3. URIN SLAB ACCOMPLISHED BY FORMING. I STA. 18+80.69 1 i ~ SURVEY POINT 4. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE
~ GRATE ELEV. 698.81 4. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE I I Y-1 STA. 19+68 BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. 6'x3' RCBC
~ ~ INV. IN 692.38 (6'x4') BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. ~ INV. OUT 692.28 (6'x4') l I 5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE
GRATE TYPE E 5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE E f AS SHOWN ON ST. N0. 840.00.
~ ' L - AS SHOWN ON ST. N0. 840.00. A A --4 6. ALL CONCRETE SHALL BE 3600 PSI.
.4' 1 " 6. ALL CONCRETE SHALL BE 3600 PSI. - - - 4 . ~
L_` °8: , 15~ RCP 15° RCP
I A A h2" RCP 11'-4" . ~ 5
I " Q t"'1 N - 3" CLEAR COVER FOR 3' 8 ALL U N
0 3" CLEAR COVER FOR ALL . ~ a il. " ~ ~ I ~ ~ T-8" REINFORCING STEEL w ~ z~N ~~7
I ~ 6'x4' RCBC I REINFORCING STEEL SURVEY POINT ~ Y-1 STA. 18+80 ( I 6'-8" ~
I I ' a U~ J
_ PROP. CB ~ZWo CB ~ 3'-0" ~ a
3 STA. 19+67.92 0.14' I ~ C R+,a~~ 1+67.92, 0.14' LT ,x4 RCB ~ ~ [-i o =
5- 5 BARS ' # GRATE ELEV. 702.91 3'-4" ®8" O.C. m INV. IN 696.89 (6'x3') ELEV. 702.91 ~ 6 ~ ~ c ~ ~ 7._0„ 14-#5 BARS y w ~ 696.89 (6'x3') ~ ~ } ®6" O.C. _
INV. IN 696.45 (15'~ 696.45 15 ~ ~ ~ z ( ~ 10
INV. IN 695.55 (42'~ 695.55 42 ~ 4'-0" d U ° Lv , 1 ~
1D-#5 BARS INV. OUT 695.55 (6'x4' IT 695.55 (6 x4) ~ ~ wi o TYPE E y ~ ~
® 8" O.C. GRATE TYPE E ~ ~ ~ a m ~ F-•~ o ~
PLAN OF 8" THICK TOP SLAB 23- 5 Q+ # BARS ®6 O.C.
0
SEE NCDOT STD. 840.16 FOR SEE NCDOT STD. 840.03 FOR PLAN OF 12" THICK TOP SLAB ~ 3'-0" FRAME, GRATE & HOOD DETAIL ~
FRAME, GRATE DETAIL GROUT AROUND FRAME PERIMETER GROUT AROUND FRAME PERIMETER
3'-D" CONC. TOP SLAB 0
" 8 SEE DETAIL THIS SHEET 2 -0 a CONC. TOP SLAB 7'-0" 8" SEE DETAIL THIS SHEET
- Lti=~ , _ 2'-4" 4 -0"
" ~ _ . 8" 8"
PROVIDE STEPS 1 -2 O.C. STEPS SHALL BE IN - ~ - r _ 12" z - ~~~.~ii= o
ACCORDANCE TO _ a
N DOT STD 840.66 ~ " C 6 2 - 4'-11 " ~ 15"- RCP 15"- RCP 6'x3' RCBC = z u
6'x4' RCBC 6'x4' RCBC 6'x4' RCBC 5'-3" w
FLOW A 42° RCP
_ s' g'-g" 6 x3 RCBC
PROVIDE STEPS 1'-2" O.C. I ~ 42" RCP .C.
8" TYP STEPS SHALL BE IN ACCORDANCE TO IN + 6'x4' RCBC TO
NCDOT STD 840.66 4'-5" 4'-7" 66 4'-6° FL- OWE
NCDOT STD. 840.00 (TYP.) NCDOT STD. 840.00 (TYP.) 6" m
10'-0" NCDOT STD. 840.00 (TYP.)
9'-0" w F
SECTION B-B Q 11'-4"
SECTION A-A SECTION B-B
BILL OF MATERIALS SECTION A-A z° BILL OF MATERIALS
DESCRIPTION UANTITY DESCRIPTION QUANTITY
CONC. IN FLOOR SLAB 0.9 CY BRICK IN WALLS 1.6 CY CONC. IN FLOOR SLAB 1.7 CY E„~
STRUCTURE DETAIL 2 5 REBAR IN TOP SLAB 65 LBS STRUCTURE DETAIL 3 BRICK IN WALLS 3.6 CY 5 REBAR IN TOP SLAB 273 LBS
ONC. IN TOP SLAB 0.6 CY NOT TO SCALE STEPS NCDOT STD. 840.66 5 EA. CONC. IN TOP SLAB 2.5 CY NOT TO SCALE STEPS NCDOT STD. 840.66 5 EA. I"1
FRAME & GRATE NCDOT STD. 840.16 1 EA. h FRAME & GRATE NCDOT STD. 840.03 1 EA. O W
W M ~ F~
W a M
GENERAL NOTES: MTI W ry h+~I rh
GENERAL NOTES: a ~
m 1. MORTAR JOINTS 1 /2" f 1 /8" THICK. 1. MORTAR JOIMS 1 2" t 1 8" THIC V / / K.
G1 2, CLASS °B" CONCRETE TO BE USED THROUGHOUT. z
2. CLASS "B" CONCRETE TO BE USED THROUGHOUT. a ~ U 3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. ~ ~
~ 3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. W ~ ~ ~
\ 4. JUMBO BRICK WILL BE PERMITTED 4. JUM80 BRICK WILL BE PERMUTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK A D
\ SURVEY POINT CONCRETE BRICK OR 4 SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. CMG Y-1 STA. 19+95 21-#5 BARS ®6 O.C.
\ \ ^ 5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE m 5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE
\ 6 , 11'_p° AS SHOWN ON ST. N0. 840.00. AS SHOWN ON ST. NO. 840.00. a x / ~l
~ ' ` V' PROP. SDMH ~ 6. ALL CONCRETE SHA E 3600 P 5 'ROP. SDMH / 6. ALL CONCRETE SHALL BE 3600 PSI. V
\ _ ~ ' LLB SI. STA. 20+17.41 iTA. 20+17.41 / sk , [~I tIM ELEV. 704.21
J ~ 8'-2" 2'-10" RIM ELEV. 704.2 INV. IN 697.45 R ~ NV. IN 697.45 (6'x3') 09~ ~
- ~ a: a INV. OUT 697.35 4'-10" NV. OUT 697.35 (6'x3') / ~ 10'-4" ' ~ . ~ ~ " 3" CLEAR COVER FOR ALL ~
a / 2 -4 8 REINFORCING STEEL 3
I J ~ SURVEY POINT ~ Y-1 STA. 20+17 ' POINT . ' ~ o +17 ` ~ ~ TA. 20 ~ Q ~ ~
N w w Q n w
4'-8 " A I I A . o°o d w J W O E.. 4'r3" L o00 3'_9" ~ u f=Il O v N d
3 IO ~ I ~ 6x3' RCBC 8'-10" 17-~5 BARS N° o00 ~ w ~ Q 5' f. W x T p o u
I I PROP. CB ®6" O.C. 15- 5 BARS Z
4 STA. 1 8 A 9+93.7 A A B'-1" # ~ x 13 I ®6" O.C. o a 6'x3' RCBC a a
GRATE ELEV. 703.01
INV. IN 697.12 6'x3' 3'-8" 4'-1 ( ) 3'-0' INV. OUT 697.02 (6'x3') I I 4'-5" w 3'-1" o ~ 1
GRATE TYPE E m I O ou
N
3'-8" T-4' 3" CLEAR COVER FOR ALL N O m ~ m
REINFORCING STEEL ROUGH OPENING o m ~ w ~ ~ ~
" FRAME OPENING o o a Y a
PLAN OF 10" THICK TOP SLAB 10 -4 W/ 3-#5 BARS o N w ~ a
SEE NCDOT STD. 840.03 FOR 7'-4" FRAME, GRATE & HOOD DETAIL
GROUT AROUND FRAME PERIMETER PLAN OF 10" THICK TOP SLAB =
- _ CONC. TOP SLAB
SEE DETAIL THIS SHEET - i m~ ~ , _ SEE NCDOT STD. 840.54
" 3' _ _ FOR RING AND COVER DETAIL.
10 - i ~ - ii~_~ - --~i=1111= _I;[-_=- CONC. TOP SLAB "'=1' _ 1
SEE DETAIL THIS SHEET I..I
4 -0" u~- _
6'x3' RCBC 1 10" - W
6'x3' RCBC 6'x3` RCBC 6"
- - 6'-1 D" F~ow 6'-10° 6'x3'' RCBC - 6'x3' RCBC A
4' 4'-8" FLOW _
PROVIDE STEPS 1'-2" O.C. 6'x3' RCBC - _ -
STEPS SHALL BE IN „ 4'-3" 5'-5" ACCORDANCE TO
g NCDOT STD 840,66 6" - - - I -2" O.C.
NCDOT STD. 840.00 TYP. 3'-8" TO 8'-10" PROVIDE STEPS 1'-2" O.C. ( ) NCDOT STD. 840.00 (TYP.) STEPS SHALL BE IN _ BE IN U
" ACCORDANCE TO 11 -0 NCDOT STD 840.66 8 NCE TO 8" VAR. 6'-6" NCDOT STD. 840.00 (TYP.) r-~ 840.66
TO 2'-0"
SECTION A-A SECTION B-B 4'-9" 4'-3" ~.y SECTION B-B BILL OF MATERIALS ~
BILL OF MATERIALS DESCRIPTION QUANTITY
DESCRIPTION UANTITY 9' CONC. IN FLOOR SLAB 1.4 CY
CONC. IN FLOOR SLAB 1.7 CY BRICK IN WALLS 2.2 CY 5 REBAR IN TOP SLAB 234 LBS
~~L'1 111AI~I A ~V STRUCTURE DETAIL ~4 BRICK IN WALLS 2.2 CY
SECTION A-A CONC. IN TOP SLAB 1.9 CY
CY Do Not Use For Construction STEPS NCDOT STD. 840.66 4 EA. STEPS NCDOT STD. 840.66 5 w STRUCTURE DETAIL S RING & COVER NCDOT STD. 840.54 1 EA. w
FRAME & GRATE NCDOT STD. 840.03 1 EA. NOT TO SCALE
L NOT TO SCALE CON CC. . IN IAK TO IN P S ISLAB SLAB 1 1.8 .8 Y

L
10'-0"
ROUGH OPENING m 6'-0" 4'-0" m
FRAME OPENING W/ 4-#5 BARS
~ 2'
G ~ ~ ~ - 25-#5 BARS
~G o0 y ,004 ~ ®6" O.C. ~ ~ ~ ~ (2" CLEAR TO BOTTOM)
~ SURVEY POINT ~ / F 6'-9" PROP. TWIN 'ROP. TWIN ~ ~ 1 5' 3' 4'-4"
\ 7., ~ Y-1 STA. 21 +17 ' 30" RCP , ; 19-#5 BARS 30" RCP ~ ~ ~ ~ 6 LF OF #5 BAR EVENLY SPACED
\ 9'-8" ~ ~ ~ 6° O.C. ~ ~ ~ ~ •o~
A A " I. U NN e" a W
-3'-9 ' I' - - F- N ~ ~ ~ H ~
A ~ I ~ Q ,-`1,` iv 12-~5 BARS ~ ~z
L° q A „ U ~ , ~ a, ~ I; ®6 O.C. g' ~ Z o .w n W ~
18" RGP 2 CLEAR TO BOTTOM ~ Q „ I ( ) p; 18 RGP a cn o
PROP. SDMH f I 6 STA. 21 +17.38 k 3 ~ - - _ _ 3" CLEAR ~ F
RIM ELEV. 703.61 ~ ~ fi`x3' RCBC I - (TYP.) m W ~ = o
INV. IN 698.64 (6'x3') 20-#5 BARS ®6" O.C. ~ ~z
INV. OUT 698.55 6'x3' ~ I ( ) I ~W r U ow .x ~
PROP. C8
m 9 STA. 24+63.79, 0.15' LT L M I PLAN OF 12" THICK TOP SLAB ~ Q B, 0.15 LT ~ ~ ~ _
PLAN OF 8 THICK TOP SLAB GRATE ELEV. 707.01 707.Ot ~ ~ o
INV. IN 702.04 (TWIN 30") INV. IN 702.06 (18") ~ TWIN 30") ( m 3 (18")
INV. DUT 702.04 (34"x53") 04 34"x53" ( ) NCDOT STD. 840.03 ~
CONC. TOP SLAB GRATE TYPE E SEE DETAIL THIS SHEET FRAME AND GRATE ~
SEE NCDOT STD. 840.54 11' NOTCH TOP OF PIPE
FOR RING AND COVER DETAIL. FOR CONC. SLAB
SEAL WITH GROUT
CONC. TOP SLAB
8" ' SEE DETAIL THIS SHEET ,----I i
12" 12"
5~-0 6'x3' RCBC 4'-4" 3._8" 6'x3' RCBC fi'x3' RCBC _ z „ - O
L 8" 3'-0 8" 34 x 53 „ _ _ 34"x 53" PROP. TWIN 3 -0 RCHEP - RCHEP a
FLOW 18" RCP 30" RCP a U
6" 6" - - t~ 6" s - - w Q
2'-0"
NCDOT STD. 840.00 (NP.) g" 8'-8" B'-4"
4' NCDOT STD. 840.00 (TYP.) 4'-8„ NCDOT STD. 840.00 (TYP.}
r
SECTION A-A SECTION B-B SECTION A-A SECTION B-B
BILL OF MATERIALS BILL OF MATERIALS
DESCRIPTION QUANTITY DESCRIPTION QUANTITY w CONC. IN FLOOR SLAB 1.4 CY ¢
CONC. IN FLOOR SLAB 1.7 CY BRICK IN WALLS 1.8 CY BRICK IN WALLS 2.2 CY Q
r 5 REBAR IN TOP SLAB 284 LBS 5 REBAR IN TOP SLAB 264 LBS
STRUCTURE DtTAIL 6 ONC. IN TO SLAB 1.8 CY STEPS NCDOT STD. 840.66 3 EA. ETAI L 9 ONC. IN TOP SLAB 2.4 CY p STRUCTURE D STEPS NCDOT STD. 840.66 3 EA. z
NOT TO SCALE RING & COVER NCDOT STD. 840.54 1 EA. NOT TO SCALE FRAME & GRATE NCDOT STD. 840.03 1 EA.
U ~
W ~ ~ ti
END CONFI END CONFIGURATION w WO
(SEE NOTE (SEE NOTES) ~ w
a M
24' 24" xi W
2'-6" a ~ ~ z
~ o, ~ o,
N z a ~ U
4'-0' w ~
24' I"'~ I~ ~
m BACK BARS X GENERAL NOTES: A 0
-END SECTION TO BE USED AS SHOWN BY Z PLANS OR AS DIRECTED BY THE ENGINEER.
\ 11'-10" 3'-8" -FLARED END SECTION -END CONFIGURATION QI
F-(- \ 17-#5 BARS INLET LOCATION -TONGUE OUTLET LOCATION -GROVE U
\ `COs \ " ®6" O.C. 2'-0" \ \ (2 CLEAR TO BOTTOM) -0"
\ \ "10" V~
r.- ~ c~
'-0" o
I _~--r-r,~ . 2 1/2" X ~ M
A L_ - - - - - - A - PLAN VIEW ~ 8-#5 BARS V VIEW U w w a M END VIEW w w c~ w o ~
~ 4'- " NOT TO SCALE a 6" O.C. 4 TO SCALE NOT TO SCALE p v N o ~ N Q ~ w r-
1 1 ` (2" CLEAR TO BOTTOM) l 1 \ \ 3" CLEAR ~ ~ o c ~
~ ~ (TYP.) z o r x
o
~ ~ 7 LF OF #5 BAR EVENLY SPACED as w
PROP. TWIN 30" RCP N ~ O rte,
PLAN OF 8° THICK TOP SLAB s'-2" O! O -6'-2" o u
m N O
PROP. CB 3'-8" 10 STA. 24+97.01 2'-6" o o m m ~ p ~ =Gl ~Q
GRATE ELEV. 706.81
INV. IN 702.22 (EX. 30") 3,~ N~ ~ Y d 4 0 p O d a, rx
INV. IN 702.42 (15") / ~ INV. OUT 702.22 (TWIN 30") ~ ' ~ O ~ ~ ~ 0. ' / ~ !L d N
GRATE TYPE E ~ 24"
NCDOT STD. 840.03
FRAME AND GRATE - -
10'-6" SIDE BA CONC. TOP SLAB BA
SEE DETAI THIS SHEET FAI BAR AND/OR STEEL V~ FABRIC REINFORCEMENT I„~
:MENT: (2) #3x6'-0" SIDE RODS (4.5#S) ~
REINFORCEMENT: (2) #3x6 ~ 24" 2X8-W2.9xW2.9 N2.9xW2.9
E-+
0 8" SECTION X W SECTION X-X
~ PROP: PROP. - - . - - PROP. EXIST. NOT TO SCAL M 30° RCP 30° RCP ]5" 30' RCP ~5^ 30" RCP NOT TO SCALE A
PROP RCP
- -
" NCDOT STD. 840.00 (TYP.)
2'-7" 3 -0
V
SECTION A-A NCDOT STD. 840.00 (TYP.} SECTION B-B
W
BILL OF MATERIALS
STRUCTURE DETAIL 10 DESCRIPTION QUANTITY CONC. IN FLOOR SLAB 1.0 CY FLARED END SECTION DETAIL ON BAY STREET NOT TO SCALE A s c ~ ~ ~ A DV
NOT TO SCALE BRICK. IN WALLS _ _ 1.6 CY
5 REBAR IN TOP SLAB 15 LBS rR~`nn~~r~R i x
CONC. IN TOP SLAB 1.1 CY STEPS NCDOT STD. 840.66 3 EA. Do Not Use For Construction S M L!j
FRAME & GRATE NCDOT STD. 840.03 1 EA. CIO

INSTALL CONCRETE THRUST BLOCK CASING AS SPECIFIED
IN RESIDUAL SOIL, INSTALL THE TIE CONCRETE PAD !ETE PAD 2~-On BELO ° n
RODS AND ALLOW TO SET BEFORE BACKFILIING, COMPACT BACKFILL 18 3/16" X 4'-0" BLACK NEOPRENE
AROUND THRUST BLOCK TO 95% COMPACT BACKFILL TO 95% 3/4" STAINLESS STEEL TIE RODS SHEET RUBBER. CREASE & I~ - 6 OVERLAP TO CONFORM TO PIPE L
STANDARD PROCTOR DENSITY STANDARD PROCTOR DENSITY (TYP.) (4 TOTAL) 4" D.I. PIPE C^ 4" D.I. PIPE SHAPE. OVERLAP SHEET A - - - MINIMUM OF 24".
BEFORE RELOCATING WATER LINE. i I I I t,~ _..,_,.,7 ~ i --r 1 T~z- - ~ t i ""t`I t i I ~ -r _ 'T - ~ f_ ~ ~ ~ i ~ ~ ~ I _-r-,,,.
ir_ i r { ~ G .I EI SI ~ mill, Iii ° f ~I fl, ~I i ~ ~ t ~ ii -II- ice- -Tfi-.z #~9'=-J s I i I~ _ _ - - _ I; -I I i I i°-i 1 I~ --III-° i I i I--~ i 1 r ! ~ ~ t 1- I I 'i ~ i~- _ - _t I i ~ w ( 18" -
4" D.I. PIPE ` ~ =x~~`'~~ TRANSITION COUPLING IF REQUIRED 45' TO 60' BEND- -t; PROP. STORM (MANDATORY FOR TRANSITION TO CAST 4" D.I. PIPE Q ~ ' TO 60' BEND >
A DRAINAGE PIPE IRON PIPE) _ ~
Yom: ;fit. a w
4" D.I. PIPE Sy 45' TO 60' Y BEND ° ENCASEMENT SIZES PIPE .I. PIPE t~ BEND ENCASEMENT
SS (IN) PIPE (IN) STAINLESS STEEL BANDS
DUCTILE IRON PIPE TO BE c~;ir;;G~ - - .,+5 ^w r to :aVE ;'.,At_~i du `dAT~R Jive FXI,a "tiSi ~ ~ ~~,f~-~ ~I~;E ~ ~~`~-r~o _ o a ~,v+~~r_~ _ w_a_`r~ ~t~~ USED FROM MAIN SEINER TO 4n $n (2 EA ON EA END) " CASING END SEAL
~ - ~ _ HORIZONTAL RUN FROM HOUSE - - - - 6" 10 ~
r-: i ~.R :r - 8" 12" (TYPICAL EACH END) W ~ o ~ 10" 16" a+ ~
h? _ A- 12" MIN. CLEARANCE SIZE OF LATERAL _E OF LATERAL 12" 18" ~ ~
~ AS SHOWN ON PLAN: A HOWN ON PLANS C~ ~ a z
IP ~ 6': PC350 DUCTILE IRON P E ,y F LINE ENDS AT THIS w o
(ON ALL PROPOSED PIPE) 10' (MIN.) ~0 POINT A PLUG SHALL CASING SIZE SHOWN ~ ~ ~ BE INSTALLED IN THE ON DRAWING ON IN ~ ~
PROP. CONCRETE TRUST BLOCK - \a CAST FROM 3600 PSI CONCRETE ~ BELL. TABLE BELOW ~ o = D.I. PIPE b ~ Q ~
CENTER UNDER STORM DRAINAGE (SEE DETAIL BELOW) s. = o
I I PROFILE WATER LINE RELOCATION ~ wz 3-2X2CEDAROR o -
3/4" STAINLESS STEEL TIE RODS, 2" TY . i.-~ PRESSURE TREATED ~
TIE REBAR TO TIE RODS (TYP.) INSTALL MEGALUG JOINTS OR 1 THE APPROVED EQUAL AT ALL JOINTS ' _ ' 1. THE OPENING SHALL BE BORED BY THE PINE RUNNERS p,{ w o
MAINTAIN 4" CLEARANCE AROUND CONTRACT CONTRACTOR TO A SUFFICIENT SIZE TO PERMIT CONTINUOUS EXCEPT t~ ~ ~ RTING A ORT LENGTH AT JOINTS ~ o = INSE TEE SADDLE OR SH OF PIPE STAINLESS STEEL BANDS, ~
EXISTING WATER MAIN (TYP.) 3" CLEAR 45' DUCTILE IRON BENDS. ROUTE ~ ~ INSERTING AS REQUIRED (4 REQUIRED) v~ OF THE E OF THE REQUIRED ELEVATION AND ANGLE TO ALLOW ~ ~ ~ 3 REQUIRED PER PIPE a
EXISII - AT LEAST NG ~ AT LEAST TWO(2) INCHES SPACE AROUND THE PIPE. LENGTH ~ THE SPACE WILL BE SOLIDLY Fill k 0 WITH WATERPLUG
PLACE #4 REBAR 12" SEWER PIPE -i ;i THE SPA( ON CENTER ~ M1... OR EQUAL OR EQUAL AND THE NEW PIPE NI ATLY TRIMMED a
FLUSH WI EACH WAY ` 5. _ t- FLUSH WITH THE INSIDE OF THE MAIN SEWER. V2
~ ~ d
5 4 1~.~ EXISTING STONE CLASS "B" ~cLASS "B" SECTION A-A
CUSHION CONCRETE CC s~ CONCRETE COLLAR
MORTAR SEE P ( -MORTAR (SEE NOTE 1) NOTE:
APPROVED PVC OR STEEL PLATE SPIDERS
A B THRUST MAY BE USED IN LIEW OF WOOD RUNNERS. WALL OF DRAINAGE STRUCTURE
BLOCKING DIMENSIONS 0
PIPE "A" "B" TYPICAL HOUSE SEWER C0~ WER CONNECTION CASING
SECTION A-A THRUST BLOCK PROFILE DIAMETER DIMENSIONS DIMENSIONS THAN " PIPE SIZES SMALLER D.I. PIPE a PIPE MATERIAL AS .R THAN 15 SHOWN ON DRAWINGS ~
8 5 -0" 1'-6" NOT TO SCALE NOTES: w
Q
1. WATER SERVICE SHALL BE MAINTAINED DURING THRUST BLOCK INSTALLATION.
2. ALL CONCRETE SHALL BE 3600 PSI COMPRESSIVE STRENGTH.
0.: 0.5' MIN. OVERLAP OF
3. RESIDENTS SHALL BE NOTIFIED OF ANY INTERRUPTION IN WATER SERVICE AT LEAST 72 HOURS PRIOR TOINTERRUPTION. KEY IN TOP OF MATTING 12" DEEP UP REINFORCE WITH STAPLES ~ OV UPSTREAM FABRIC OVER DOWNSTREAM a
4. THE CONTRACTOR SHALL MINIMIZE THE TIME RESIDENTS ARE WITHOUT WATER SERVICE AND SHALL NOT ALLOW FAI FABRIC. ~
WATER SERVICE TO BE INTERRUPTED FOR MORE THAN 8 HOURS. TOP OF 2 X 2 CEDAR OR P.T. ~ F ~ r ~ f ~ - PINE LUMBER FULL w
5. FITTINGS SHALL BE RESTRAINED USING MEGAL G LESS STEEL TIE RODS R F ~ r - ~ F ~ ~ ` - ~ F~ FBAN r ~ ~ F ~ r U S, STAIN 0 RESTRAINED JOINT PIPE AS APPROVED BY ENGINEER. F F LENGTH OF PIPE F F ~ EXCEPT BELL A
~ F ~ - ~ ~ ~ L1VE gTAKE~SPE~JE$ _ ~ ~ ~ ~ , 6. IF THE EXISTING WATER MAIN IS CAST IRON PIPE USE TRANSITION COUPLING TO CONNECT DUCTILE IRON PIPE. ~ F r `SPACED ~0~ 2F FOOT CENTERS F T fi ~ ~ -
- r ~ ~ ROWS~STAGGERE6 F F °~~~~F-~~``~~~~- RRIER DETAIL ENCASEMENT ANG CA
R ~ ~ ~ ~ ~ ~ ~ F BENEATH DRAINAGE STRUCTURES z
WATERLINE RELOCATION AROUND PROP. STORM PIPE ~ ~ F ~ ~ - _ ~ ~ ~ ~ r F _ NOT TO SCALE
NOT TO SCAL ~ ~ a ~ ~ ~ E ~ F ~ ~ ~r _ ~
r h F F F F -fit
~ TOE OF r ~ M13K KT F ~ - F W - STREAM WIDTH MCI F7
~ - - F
tr ~ ~ ~ ~ - _ ~mF ~ ~ F " W _ SIZE 6 DIA. W r-- F ~
LLQ,- ~ ~ ~ ~ ~ • STONE TO DEPTH 0 _ NATURAL CHANNEL QI a
~ r fi F ~ F r F F F P F r SUBSTRATE OR 6" M ~y W
r. E R F F ~ F - F - - WHICHEVER IS LESS. ~ aU
~ ~ o~
LIVESTAKING Z ~ 6" MAX. ~
D -_v, ~ _ - 6:, _ _ a v
ZONE ACRES COMMON NAME BOTANICAL NAME TYPE MATERIAL SIZE SPACING FLOW EMBANKMENT O.p19 SILKY WILLOW SALIX SERICEA SHRUB LIVE STAKE 3 FT. (3/4" MIN. DIA.) 2' O.C. NOTES: Ey - _ I i= r1:-~ i, - - - Q
SILKY DOGWOOD CORNUS AMOMUM SHRUB LIVE STAKE 3 FT. (3/4" MIN. DIA.} 2' O.C. MATTING TO BE ROLLED OUT LENGTHWISE ALONG STREAM BANK ~r ni--nl=~i,'~~ ~j 0
0 0 0 0 0 o a o 0 0 0 0 o a o 0 0°0°o VIRGINIA WILLOW ITEA VIRGINICA SHRUB LIVE STAKE 3 FT. (3/4" MIN. DIA.} 2' O.C. EXTENDING FROM BELOW THE ROCK TOE TO 1' BEYOND TOP OF STREAM BANK ~ N W
00000000000ooooopoo IF MORE THAN ONE ROW IS REQUIRED, MID-BANK OVERLAP SHC OOOOOOOOOQOpgppp000 000000000oooooaoooo A MIN. OF 12" AND SECURELY FASTENED WITH STAPLES. BEYOND TOP OF BANK, x a IK OVERLAP SHOULD BE SIZE 10"-15" DIA. STONE TO
00ooooocooooo0000000 OOOOOOOOOOp00000000 S. c ~ O STAPLE A DEPTH OF 18 BELOW
0©OOOOOOOp00 LIVE STAKES SHALL BE COMPOSED OF FRESHLY CUT, DORMANT STREAM SUBSTRATE BOTTOM H CUT, DORMANT BRANCHES ELEVATION. V1
CONSISTING OF THE SPECIES LISTED ON THE PLANT SCHEDULE. ANT SCHEDULE. THE TERM
DORMANT IS USED HERE TO DESCRIBE LIVE CUTTINGS TAKEN IN FALL/EARLY WINTER (NOVEMBER 1 TO DECEMBER 31) OR THE L TINGS TAKEN IN THE LATE SECTION A-A
WINTER/EARLY SPRING (MARCH 1 TO APRIL 15), AFTER THE THE 2 31) OR THE LATE AFTER THE TREES HAVE ;
LOST THEIR LEAVES OR BEFORE THEY BUD, WHILE THE GROUND _E THE GROUND IS UNFROZEN. m
LIVE BRANCH CUTTINGS FOR LIVE STAKES SHALL BE 1 TO 2 IN( DIAMETER AND 2 TO 3 FEET IN LENGTH, BE 1 TO 2 INCHES IN ~ M ~ PROPOSED GRADE CONTROL U w ~ Q M ROCK TOE STRUCTURES ~ a = w w \ ~
~ U ~ Y U N
IF BANK STABILIZATION IS PERFORMED OUTSIDE OF THE DORMAN OF THE DORMANT SEASON rA ~ ~ y ~ 'AKES MAY BE REPLACED I
PROP. AND WITH APPROVAL OF THE ENGINEER, LIVE STAKES MAY BE R STORM WITH ROOTED CUTTINGS _ i m ~ J A. L
DRAIN '~w t.?J ~ - ~ °°o °o°o o°ooooo ~ d
PLANTING DETAIL-PLAN VIEV _ _r; -.i _r-~------~-T_"-1-~" _AN VIEW ooo°o as oo°o~o~o~o~o~o~o~ ~ w o°oooo°o°o°o°o°o° N ..7
~I NOT TO SCALE -FLOW uoooooQOOCOnououo O o000000o I
, °a°o°o°a°o°o°o°o° O Q o°ooooo000000000o O
2s" _r a°o°o°o°o°o°o°o°o N U -STREAM. WIDTH o°o°°o°°o°o°o°o°°o°°o° ~
NCDOT STD. 840.54 _ io in M ANHOLE FRAME & COVER °o°o°o°o°o°o°o°o° N O pa CO uuooooooaoocooooo O ~ Q Q
A ~ 7 " A PLANTING STRIP 00000000 IO ~ oooaooaoo w w 00000000 Of z O m t9 0oooooQOOOOOOOOOO O ~ ~ J 0: J >
00000000 N d F- d 4 0 ooo°ooo °o°°0000° p O y Q. (x SAWCUT °o°o°o o°o°o°o°o° _ ~ N w oa..
- 4" CONCRETE B SIDEWALK BRICK MAY BE USED TO ADJUST FRAME„ & 3~,7 ~'~r~., ~r~mA,~y. 1'~,~ S.r ~ ~ O~.i Q
- COVER TO SURFACE ELEVATION (MAX. 6 } i C i T.t..~(_ ~ ' ~
I EXISTING PAVEMENT / i e' / i NCDOT STD. 840.03 ~ r ~ / f ~ / / % f / ~ > j ~ ~ : r ' ; EXISTING PAVEMENT A / //f /
FRAME, GRATE, & HOOD _ , , , ,w, , ; ~ SYMBOL FOR GRADE ;;,sal„ _ ~ 12»~. PLAN VIEW ; ; ~ _ i_ CONTROL STRUCTURE
DRAT ~\w - - ~ I ( F -i II s, ~I,,--~I~-__~~-' ;l CONCR 4 BARS ®6" O.C. TYP. ~ I i-~ ~ ! i ~ I !='-1•' ~ ETE 24 ~ ( ) PAVEMENT SCHEDULE PLAN ' ` ~ _ =F _._I ~I~' ! ~~--I ; ~ i- IN PROFILE
" r ~ I I-; --f I i , I ~ i- ~ !~i I VERTICAL, BENCHED, OR SHORED
8 50 26" ~ PROP. 2.5" BITUMINOUS CONCRETE SURFACE COURSE, ~i I ; j=_~ I !-:-_'i 1 TYPES 9.5A TO E APPLIED AT AN AVERAGE ; ~ !--III---i i ! ' ~ i- ~ ~ I ~ ' PER OSHA REQUIREMENTS I~. -ESL z;/j
" RATE OF 11 ~ LB SY-IN. - ` ' I _ 18 I I-~ l , - - 4 BARS ~ ; I-_~ ~ - it --lei^i;l, I ' - ---i 1. ; SELECT MATERIAL a
50" #4 BARS 6" O.C. 10" 1 1/2 PROP. 4.5" BITUMINOUS CONCRETE INTERMEDIATE ® i I I'
DOWEL "C'~TYP.) 1 % SLOPE COURSE, TYPE 119.OA, TO BE APPLIED AT AN ~ ; ~ ! AVERAGE RATE OF 118 LB/SY-IN. ,24° PIPE CULV. ~ 8" DOWEL "C" ~ ~ ~ ~ I , ; / ' SIZE 3"-6" DIA. STONE TO DEPTH A' I SIZE 10"-15" DIA. STONE TO PIPE/CULV. 24 ~ OF NATURAL CHANNEL SUBSTRATE "'r1-is A DEPTH OF 18" BELOW
6 ~ _ I I ~i ~'....~._i " OR 6 WHICHEVER IS LESS. STREAM SUBSTRATE BOTTOM
VARIES 28" - r ~ ~ ~ ~ / „ m ' l 8 ,~/fl/i r, ~ , ' ~ ~ ' ~ ELEVATION. W CTION 300 OF THE STD. DRAWING
0 4 ARS ;f r~ ~,f , , r 1 1 2 3"-6" LOOSE LOOSELY PLACED APPROVED LOCAL MATERIAL OR PROPOSED A SELECT MATERIAL FOR FOUNDATION CONDITIONING CHANNEL ~ l
v 3" 12 O.C. PROP. : i a. i i. #5 BARS ® . ` AS DIRECTED BY THE ENGINEER. (STONE WILL NOT INVERT (TYP.) I~
a ? DRAIN 1~ VA TES 10" O.C. EA. WAY (TYP.) EXCAVATE ONLY AS DIRECTED ~ ' : ~ '%'i CONCRETE ~ - BE ALLOWED) -i - , ~.-;r ~ ~ ~ ~ 3' ,
N 4-11/16" i - ~ A
a 3" 6 GONCR~!£ t " : ~ ° 2~''' X1 = - PIPE INSTALLATION NOTES ~ DOWEL "C" VARIES 6" MIN FOUNDATION CONDITIONING <=; jsj--~ ~ 1, ~i~!='i , r~~,'~,~ ~ ; W MATERIAL 57 STONE AS ~ ~ ~ I; ~ 1-, i r ~--1 ~ ~ ~ ~ _ „ ~ _ _ r~
~ X2 = VARIES - 6" MIN. 1. PIPE SHALL BE INSTALLED PER L. SECTION 300 OF THE NCDOT STANDARD DIRECTED SITE IN PECTOR 5'-0"
I ~ ,,,.I I,,,_. " SECTION A-A SPECIFICATIONS AND DRAWINGS. W
3 (TYP.) #4 BARS SPACED 6" O.C. PROFILE VIEW ~
TOTAL CONCRETE IN STRUCTURE = 3.4 C.Y. (AVG.)
PROPOSED PIPE CROSSING UNDEf PLAN OF TOP SLAB TOTAL REINFORCING STEEL IN STRUCTURE = 83.0 LBS. (AVG.) G UNDER EXISTING PAVEMENT
NOT TO SCALE GRADE CONTROL STRUCTURE DETAIL '0 SCALE
unr rn cynic
1\VI IV NVIILL PRELIMINARY W H
PROPOSED OFFSET CATCH BASIN (MANHOLE BEHIND CURB)
NOT TO SCALE x M o r..q Do Not Use For Construction

e
W
" ~ Y-3
4'-D" 10'-D" 2'-0 12'-D" 12'-D" 2'-0" •0" 10'-0" 4'-0"
D(. CONCRETE EX. PLANTING CURB & E? • 3 & EX. PLANTING EX. CONCRETE
SIDEWALK STRIP GUTTER CURB & (VARIES) GUTTER TER STRIP SIDEWALK

C2 i
VARIES VARIES i i ---~--------~------t-~-_ ~-.-.T-~
~ L__-__-_-_~
i ~ r', O ~ W N a N
D1 W N I~ I- N
~Q E~
~ , ~z ~ wo
TYPICAL SECTION Y-3 #1 w~ ~Q
Not to Scale ~ ~n v
CHESTERFIELD AVENUE ~ ~
STA. 9+81 TO STA. 11 +78 ~ =o ~ Wz
w ~
o a ~
1 /4"/ F ~ i--1 ~ 1 /4•/ ~ ~ d- a
~ ~ ° v
2'-D" 2'-0" a
Y-4 2'-6" 15'-D' 14'-D' 2'-~" H U]
2'-0' 0
D(IST VALLEY CURB & GUTTER VALLEY a
GUTTER GUTTER
1'-D" MIN. IIN.
~ VARIES U S
3
OVARIES VARIES C2 2 ` z 0
t 'G----------------------------------------------------____- 3~ a
x
U U w
ra
TYPICAL SECTION Y-4 D~ #2
Not to Scale
SHENANDOAH AVENUE
STA. 12+50 TO STA. 13+02
r as
1 /4"/ FT. 1 /4"/ Fl F 1 /4"/ FT.
Q
2'-D" 2'-D" 2'-0'
O z
~ Y-4
2'-0" 15'-0" 14'-D" 2'-D"
VALLEY VALLEY vALLEY U
GUTTER GUTTER GUTTER ~ w
1'-0° MIN. 1'-D' MIN. H ti IN. W
VARIES ~ ~ VARIES U V 0 5 w
3• Q 3 a
• 1 C2 ~ VARIES V ~ C2 AR~ES~ ~ .1 M
xw
~'1 aL7 ~
U z
a N,
D1 TYPICAL SECTION Y-4 3 Dt a ~
Not to Scale w~ H
SHENANDOAH AVENUE A z 0
STA. 13+02 TO 13+44 x
x a
UO
1/4"/ FT. N
2'-0"
Y-4
2'-6" 15'-0" 15'-D" 2'-6"
CURB & D(IST. z'-s' M fU/1 w W Q M w
GUTTER URB & EXIST. p ~ = w x \ URB & U uJ Y N d
GUTTER GUTTER ~ ~ w ~ ~
15'-D" MIN. SAWCUT O 0 U Z 0
VARIES t ~ F
3 ~ C2 ~ 0 Q a. a
VARIES VARIES ~ --c ~ ' N .w.1
rn Q
N U
D1 U ~ N Or ~ O W 0]
pl O ~ Q Q o z ~ w p w
TYPICAL SECTION Y-4 #4 ~ ~ ~ C~ J 0 o a a ~ O
Not to Scale Y p ~ a a ~ a
SHENANDOAH AVENUE
STA. 13+94 TO STA. 15+70
" ~ Y-7 4'-0" 6'-0" 2 -0 17'-D" 15'-0" 2'-0" 0 MCI
EX. CONCRETE VARIES VALLEY 2'-0' VARIES 4' 0'
SIDEWALK VALLEY D GUTTER GUTTER VALLEY Ex. PLANTING EX. C NCRETE PAVEMENT SCHEDULE U GUTTER STRIP SID ALK
W
PROP. 2.5" ACSC, TYPE SF 9.5 A AT AN AVERAGE RATE OF 110 LBS. ~ C2 PER S YD. PER INC
Q H IN EACH OF TWO LAYERS. a
C2
~1-_T__-___-__~.____ V~ ARIES VARIES _________T_~ PROP. 4.5" ACIC, TYPE 119.0 B AT AN AVERAGE RATE U D1 OF 513 LBS. PER SQ. YD. ~
i~ ~
i I~
D1 U EXISTING PAVEMENT E
THE PLAZA Y-7 #5
Not to Scale
Tug ni non
i n C r LJiLH
STA. 10+25 TO STA. 14+22 H PRELIMINARY
Lai h w d' DDonot Use For Construction x M ° L

DRAINAGE SCHEDULE
E-~
Structure Structure Structure Grate Rim/Grate Invert Invert rt Sheet Coordinates •
Number T e Std. T e T.O.W. Elev. In Out
t De th Number Northin Eastin
1 EW DETAIL SHEET 3E N/A 697.50 692 692
2 DI DETAIL SHEET 3G E 698.80 692.38 692.28 6 538292.77 1458300.12
?8 6.52 6 538346.86 1458315.93 V
3 CB DETAIL SHEET 3G E 702.90 696.89 695.55 i5 7.35 6, 10 538428.05 1458347.82
698.45
695.55
4 CB DETAIL SHEET 3G E 703.00 697.12 697.02
)2 5.98 6, 10 538449.28 1458362.04 F N`
5 SDMH DETAIL SHEET 3G N/A 704.20 697.45 697.35 ~ wo 35 6.85 6 538472.92 1458363.87
6 SDMH DETAIL SHEET 3H N/A 703.60 698.64 698.55
i5 5.05 7 538555.01 1458420.94 ~ ~
7 EW DETAIL SHEET 3F N/A 703.30 699 699 7 538625.80 1458404.10
8 EW NCDOT STD. 838.04 N/A 706.80 701.93 701.93
a3 7 538829.04 1458365.97 a
9 CB NCDOT STD. 840.01 E 707.00 702.04 702.04 )4 4.96 7 538851.13 1458379.47 W ~ j
702.06 w ,~j ~ "
10 CB NCDOT STD. 840.01 E 706.80 702.22 702.22 2 4.58 7 538884.37 1458385.60
702.42
11 TBJB NCDOT STD. 840.34 N/A 694.90 690.33 690.13
3 4.77 8 538050.31 1458279.49 ~
690.15
12 DCB CMLD STD. 20.03 A&B E 694.60 690.19
9 4.41 8 538055.14 1458282.37
13 CB NCDOT STD. 840.01 E 697.10 693.62 .2 3.48 8 537970.27 1458409.82
14 TBJB NCDOT STD. 840.34 N/A 697.30 692.46 692.26
'6 5.04 8 537965.30 1458406.50
693.52
14A DCB CMLD STD. 20.03 A&B E 697.30 693.40
0 3.90 8 537950.39 1458396.39 0
15 CB NCDOT STD. 840.01 E 701.70 695.23 695.13 3 6.57 8 537885.30 1458537.05
16 TBJB NCDOT STD. 840.34 N/A 701.80 697.82 694.14
4 7.66 8 537880.21 1458533.65
695.08
17 DCB CMLD STD. 20.03 A&B E 706.80 700.56 700.55
.5 6.25 9 537743.87 1458749.71
18 TBJB NCDOT STD. 840.34 N/A 707.80 703.25 701.63 .3 6.17 9 537713.63 1458796.47 ~
0
701.71 19 UCB CMLD STD. 20.03 A&B E 707.70 703.50
0 4.20 9 537738.66 1458820.42 g
20 CB NCDOT STD. 840.01 E 709.10 704.80 704.35
21 CB NCDOT STD. 840.01 E 709.10 705.32 5 4.75 10 538494.83 1458249.19
2 3.78 10 538514.65 1458262.35 F U
22 TBJB NCDOT STD. 840.34 N/A 703.70 698.40 696.76 6 6.94 10 538408.46 1458389.53 ~ ~ a
696.86
23 CB NCDOT STD. 840.01 E 703.60 698.59 9 5.01 10 538423.69 1458399.43
24 CB NCDOT STD. 840.01 E 704.80 700.40 Q pa" ~
0 4.40 10 538373.84 1458441.88 a ~ ~
25 TBJB NCDOT STD. 840.34 N A 704.90 700.21 698.43 3 6.47 10 538388.66 1458451.51 ~ ~ F ~
a ~ V
698.53
25A CB NCDOT STD. 840.01 E 704.90 701.40 0 3.50 10 538368.95 1458438.47 F ~ ~ n
26 TBJB NCDOT STD. 830.34 N/A 706.90 700.00 699.80
0 7.10 10, 14 538342.47 1458488.84 z A O~ ~
702.18
27 TBJB NCDOT STD. 830.34 N A 708.30 703.72 702.54 Q a
4 5.76 10 538333.06 1458523.75 U ~
703.45 F
702.74
28 DCB CMLD STD. 20.03 A&B E 708.10 703.80
0 4.30 10 538338.56 1458527.45
29 TBJB NCDOT STD. 840.34 N A 712.80 708.02 707.01 1 5.79 1 1 538186.99 1458744.31 W
707.46
707.21 Z J (q Y Y N 6 a ~ ° z s
30 DCB CMLD STD. 20.03 A&B E 712.50 707.54 a
4 4.96 11 538192.16 1458747.79 ~ F
31 TBJB NCDOT STD. 840.34 N/A 714.30 711.14 709.53 3 4.77 11 538058.51 1458937.77 8
709.73 00
32 DCB CMLD STD. 20.03 A&B E 714.20 711.22 2 2.98 11 538063.64 1458941.21
33 TBJB NCDOT STD. 840.34 N/A 714.80 710.47 710.27
7 4.53 11 538028.94 1458982.33 ° o ~ o 0
34 CB NCDOT STD. 840.01 E 715.10 711.09 710.89 a 4.21 11 538062.64 1459007.13 0 0 0 ~
35 CB NCDOT STD. 840.01 E 715.20 711.35
~ 3.85 1 1 538049.69 1459026.89 ° ' j~ d a
36 CB DETAIL SHEET 31 E 708.10 703.90 ~ 4.20 12 538918.52 1458279.85 ~
37 DCB CMLD STD. 20.03 A&B E 706.20 702.90
3.30 12 538910.40 1458344.50
38 CB DETAIL SHEET 31 E 706.60 702.60 702.40 J 4.20 12 538881.74 1458335.31
39 DCB CMLD STD. 20.03 A&B E 719.10 712.99 712.80
40 TBJB NCDOT STD. 840.34 N/A 718.80 712.57 712.27 J 6.30 14 538682.89 1458725.90 W a
7 6.53 13, 14 538658.24 1458711.57 ~
712.47 A
41 TBJB NCDOT STD. 840.34 N A 719.10 715.01 713.90 W
J 5.20 13 538650.15 1458723.77 ~
714.03
42 CB NCDOT STD. 840.01 E 718.90 715.10
3.80 13 538654.95 1458730.14 ~
43 TBJB NCDOT STD. 840.34 N/A 720.20 715.61 715.51 1 4.69 13 538568.35 1458846.59 d
44 DCB CMLD STD. 20.03 A&B E 720.00 715.87 715.77
7 4.23 13 538574.38 1458850.94 Z
45 TBJB NCDOT STD. 840.34 N/A 707.90 701.28 701.08 3 6.82 14 538386.98 1458518.52
702.00 A
46 DCB CMLD STD. 20.03 A&B N/A 707.80 702.20 5.60 14 538382.99 1458524.45
47 TBJB NCDOT STD. 840.34 N/A 716.40 709.86 709.00
7.40 14 538606.66 1458665.17
48 CB NCDOT STD. 840.01 E 717.00 711.10 710.50
6.50 14 538626.71 1458690.11 PRELIMINARY ~ may, o ~
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NOW OR FORMERLY ' ' ' 5 ''~'4R",Fpf~! NANCY G. MARKEY ~ ~ ' EP~i,,A'~ - ~ i Z x ~ 4R~ F~ _ ~ ~
- 127-022-07 NOW OR FORMERLY N, _F , n 1 NOW OR FORMERLY Abl SLY"~~ %Ab1jY~~1'Y~ E~;N1ff RRIS~ ~ ~ 9, _ ~ o ~ 1
~a..~5 I 12627-93 KATHRYN V. LEDWELL ~ ~ ~ VIRGINIA L IRVIN i;./~,~-L~7,-=l72~`~ 6-307 ~ . ~ NOW OR FORMERLY ! 127-022-05 ~ 127-022-04 sae-__, ~ ''s s-, ~ : , ' L~7. 'D2~"~Z NOIM 4R (N~MER~Y ~ . 1 ~ Oti
NOW OR FORMERLY _ LOT ~B ~ ~"~'6ARYL ENBURG I 10915-861 ~7 3617-401 ~ ~ 230-24 ~os~A.-ate ; o Z ,;i ~ ,Z ~ U ~ 230-248', AND SALLY 0. F"I ~
ZACHARY E. SESSIONS r-- ----,2121 LABURNUM AVE. 127-022- '--i 6-307 ~ 6-307 , i LOT ~!1 _ _ ,.lam- ~ 1 ~P,,; 10486-422 ~ LOT #E 127 022 08 ~ ~ ; ~ LOT D 2 LABURN LDT ~!1~`~ 127-02 - ~ so° OAK ~ ~ W /J 24„ OAK 'P 2 LABURNUM AVE. x ~ 753-66 ~ ~
i # ~ ~1 - ~ 11845-925 I ~ - _ 6-307 i ~ RN , j ~I 2109 LABURNUM AVE. 0 1 ~ ~ ~ u k ~ - 2115 LABU UM AVE. r I ~ P ,~~1.5:1 SLOPE ~LE. U0 ' / ~ ---ssi w LOT 1 ~ ~ 5 x I h ~p r ~ UNKNOWN I ~ I ~-sss--~ 0
7 / ~ 6-30 e~i w~ ~ ~ ~ K NQZ_~ISTU B~ 'UTI POLE 2117 LABURNUM AVE. ~ ~ ~ LOT ~ rrl ~ r - A i R MOVE' ~ LFf OF K LOT #12 i- I V Q ~ LFf OF EX. WIRE FENCE ~ , ~
UM AVE. ~ - ~ ~ STA. 12+00 TE SHED B'Y 0TH I 2125 LA ~ r~ _ :PROP. ~RADE CONTROL STRUCTURE e 2101 LABURNUM AVE. I z ~ ~
~ ~ 1' ~1 ~ ~ ~ ~ SEE DETAIL SHEET 31 ~ ~ e ~ ' ~ REMOVE IX. I ~ I ~ , o ~ I.~ ~ ~_s~ , ~ = " ~ ~ W
NOW OR FORMERLY ~ -~ROPi COIR),F~ TR ROLJ. i, ~ ~ a~ i _ ~ ~.-t~- 3~ ii n. ~ I 2 HEDGE ~ CRYSTAL A. DEMPSEY ~1 sTa~~+oo x W~-~ 8 2~'OAK z~~A~ UCTURE CURVE ~
~ ~ / , ~ , ~ / ~ ~'`1" _ I %-L RVI~ ~ I 8„ STS,, 127-022-10 I ~ ~ , ~ ~ / ; ~ ~ s~b ° R R 18 LF ~ ~ ~ w e . EMOVE & ESET ' ~ ~ 75 7-731 ~ ~ / / , ~ ' %:,i ~ i III ~ RE 5 LFt OF IX. ~ chk n . n,K - s~o~,= _ - PRO. G E CO L STR I R=38.00 ~,p e ~ SEExDETNL SHEET 31 _ _ _ L=38.58' ~
TIE TO E~ISTiNG RIPRAP ~ ~ IX. 4 CHAT LINK ,FE r "ct 249 ° t/ ~ ~ , ~ , ~ ~ _ , s~~ 230- 8 & , ~ , i, , ~ , ~ ~ ~ K ~ 4 r1-kiNK "'hk h '_~~'~'K . _nCt ~ - ~ r ~ x - : _ - Ton=21.14' ~ ~
! LOT 20-22 r ~ ~ , a~' ' ~ d ~ ~ ~f ~ ~ ~-a_ ~ ~ ~ ' ~ ~ - ~ i ~ ~ 8 I~ r ~ ~ Delta-58'1012 J_ ~ ~ \
N 709 SAIN JULIAN ST. ,i , ~ ~ ; % , ~ ~ I x ~ ~ ~ / V~_ - ~ , i w ~ - ~ ' vv ~ SDE SD SDE SDE SDE -~''`LS F - N _ CONTROL MAT[~!1G - ~ - ; i r~ s ~ ~ rn
SD ~ ~ ~ ~ ~ ~ ~ ~ 3" FRUIT f ~ ~ x ; r,~~;~ ~ ~ corNd~ PROP. 1 ~ ~ ~ os ~ ~ : ~EWE~ ~ II ~ r
~ ~;ti zx ~ ,ice .~s ~ POLE ; ~ E SH U1 U2 ~ ~',p ~ ~ o ~ ~o' P A~~ REL ~ ~ °z° Hoav <I s,~ ~ I m o o M w
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~ ~ ~ o ~ rl ~x ~ Z U ~ Y U N Q 5 Ai H ~ p ~ 1 ~ SAP e fi ~ f ~ c , ~~Y (`N ~ r W 76 S ;L 1 ASN ~NyC1nl~ !~'Q ' N m ~
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~ ~ _ ~ ~ e x ~ ~ ~ 8° Et ~b ~ a ~ + ~ ~ ~ ~ ~ 0 E-~ DE ~ `o ~ _ d
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- ~ - _ . ~ ~ ~ ~ 'IX. 10 ALLEY WAY ~ RB IX. ~ _ / 4. - 1-. ~ ~ IX. 10 ALLEY WAY ~ ; - - I ~ ROCK PERENNIAL Cti ~ 61~--+~ I ~ ~ /tj ~ Q U
\ _ I--- - - - - - - - _ . GARDENS , ~ d I - ~ . ~ o Auer war ~ I N ~ s ~ ~ I o
~ I \ r BEG ROP. Y 1 CHANNEL PROVEMENTS ty, j ~ - _ . _ _ ! SEE DET~11. SHEETS D F TYPI E~IONS~, -~-~^=`~`SbE ' ~ W ~ ~ ~ ° NOW OR FhhR RLY a Q Q ~ A ~s i N 1 0~ w w I ~j-=- 9u _ _ _ . _ _ _ M CHAEL J. FEN ELL ~ rn z ~ m ~ J ~
~ \ ~ ~ ~ ~ ~ ~i + SDE Sp , „j ~ , ~ N 537710.84 ~ ~,r, SDE lii ? I \ 7 ~ ~~,v~s ~I ~ ~ ~r, ~ ,SDE SO ~ DO NOT s' t , r~ae~ - -I o ~ ~ ~ ~ AND ATHLEE D. F~A'ELL ~ a ~ Q o 0 ~ S ~ 9` I "`P" N
\ ~ Io~ ,nh. _ ~ E 1458417.6~''~ a ~ ~ 3~ ~ OVE( ~R SET r ~ F DISTURB _ ~F ~ ~ ",„890 ~ ~ ~ - % ~ ~ 127-D 2-22 - ~ ~ to w a $~1 ~ CU ~9 ~ o o x a 4251-625 ~ N a y
s9 rr.r~ : o9z~;~„ ~ I REMOVE Br.~ES LF'~ OF IX. 4 sao ~ I w1~02 LFt OE IX. 4 ~ , ii ~ ~ , ~ ~ ~ CHNN L~IK`~ICE ' l l ~ 'i~ ~ , 230 48 I Q~t ~ ~ g~W ~ ~ v L=3 .41 l~ ~ LOT 4 i
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'ti. I i ~ ~c'i t ~ , _ URVE ~2 `bQS NOT ~ ISNRB~~ IX. HEDGE I MOVE 1 LF~ ~ ; ~ ~p ~ ~--ssl- ~ ~ ~ ~s a=52'2331' j j ~ ~ ;
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~---s95 ~ CURVE ~1 ~~i~ L=26.70 ~ REM do RESET 9 LFt OF IX. 4 I f ~ ~-~aa ~ ' - F ~ ~ , - ~ ~ y~ ~ REMOVE IX. 4 WELDED. RE I ~ ; - e ~ ~ e ~ ~ r e ~ ® ~ O R OVE & R ET 99 Lkf OF
R ~D 00 ~ I ~ Tan-13.68 CHAIN LINK FENCE ~ ~ z ~ , nI I A~~> ~ ~ r~ ~ REPLACE r i~ I - u,, FENCE x~w ~ L=15.1 T~ w ~ Defta-30'35 45 CURVE 3 ~ ~c-; ~,a~~ ~ ~ I , DO N STA.-1'~+65 ~ ~ ~ ~ ~ ~ ~ O DO NOT 3r "~a,~ ~ EX WOOD P IVACY FE(~CE ~ ~
\ ~ _ ~ z C ~ I ~ ; PRNACY FEt~~i~T9~T0 ; RB I i ~ ~ ~ ~ Tan-7.81 I _ i _ CURVE ~4 , , _ ~ f ~ , i DISH ~ ~ / I I _ ~ ~ i I \ R=~~. _ ~ ~ 1 ; BANK. THE P FEN ~ ~ BBO I P. GRADE CONTROL CTURE ~ v ~ \ DISTURB EX. ~ ~ j I W SEE DETAILS ET 31 ~ ~ ' CU X10 ~ ~
\ efts-1T1854 r, ~ ~ L-12.32 R P: 1.5. ~I,OP~ AT ~ SHALL HAVE A GA B i , s---- _ ~ ~ ~ _ L=25.88. ~ ~ ~ BBO PIT I ( , ~ ~ ~ R=20.0 f~ ri z!. REMOVE 97 LFt~EX. WIRE FENCE ~ 1~1 _ ; ~ W H
_---69 ~ , \ ~ ~ Tan-6.19 POff. DO RIOT THE TWO ~CK GAR TEMP. PI ~ ~ _ 2 Tan=12. 6' ~ r ~ I ya,; i I \ - 1~eito-14' 6 59 ~ ~ " DISTU:'UTILITY Pbi.ES CONTRA R TO WORK I ~ x 0 BE 1 TEMP. PET FENCE . , ~ ' ~ ; L-7.T~ i I ~x 0 BE PROVIDED s, ~ i ~ NOW OR ORMERLY 1 ~ I~ Tan-x.93 , ~
~ = ~ ~ ~ ~ R F RM R Y NOW OR FORMERL Delta=T24 54 ~ II PROP OWNER FOR ~ ' r CON NOW OR FORMERLY ~ NOW OR FORMERLY x! NOW OR. FORMERLY \ N9W 0 0 E L , ~ 'r~ CONTRACTOR NOW OR FORMERLY ~ W ~ 1 ~ 1 PAUL GRAVES ~ Defta~22'14~49" \ ; Q
sa IN I VIRGINIA E. DUNHAkt' ! BETTY BRObKS WILLIAMS LEYL~ S. JOYCE BRETT C. BEASON NO Ok FORMERLY PLA MENT OF THE PRN ,~FREY P. TRENN G II,'~ ~ _ AND KAt21=N OYCE ~ 127-022-17 ~ w AND LYNN MyTR~pt~LNG ~ i12Z--022-T4 127 022 ~15 ~1 ~ ~ NCE NEAR IX. BBQ PIT ~ j NOW OR FORDELUX DAVID SCOTT WHITTINGTON'~ v 127 022-21 RLY OR FORME m _ - si 127-022-25 ~ WWI 53 7 417 ~ w
- i - ~ 127-022-16 'T017 32 ~ AM DUPREE ''~5H Y L 1022-13 5779-911 ~ 1926 567 ~ 4=8 _ -~Y L. DELUX ~ o~I ~ ~ ~ ~ ~ , 5132 83 CURVE 7 A ~ 20-248 r ~7 022-20 ~ ~ I f ~ ~ p., ~
~ I 12872-719 \ 230-248 - ~ 1 7 022-18 ~ ~ I z 1~7 022-20 7078-530 230-248 230-248 J 5 59-150 ~ 18111-275 ~ i T 230-24 ~ LOT #8 e/ I L #7 X30-248 LO #5 4 ~ 6 ~ ~ 8 8111_275 C~ 230-24 R=60.00 ~ . 'i ~ ~ LOT #5 ~ CURVE ~11 ~ ~ g LOT 1 _ ~ i ~ ~ ~ 201 BAY ST. r f R 50.00 ~ ~
\ ~ AY ST. s3 23048 \ ~ j 230-248 L 9 2128 BA~3~ 2124 BAY ST. L0T~6 I \ 2118 B ~ 230-248 L-73.65 ~ ~ r ~ ~ 210Q~AY ST. ~ ~ ~ 6 ~y~ ~ _ T 2 ~ ~ ~ Tan=42.27 ~ ~ L-21.93 ICI G LO # ~ E I ~I
32 BAY ST. I I ~ 2120 BAY S~~ I L T #4 I ,-SNOW OR FOR ERLY LOT #2 ~ I 2 6 BAY ST. H RTZ 2104 BAY ST. `i I EIDI A. SC CURV~~ 5 s ~ m " ~ 1 n=11.14 104 BAY ST. Delta=70'1948 i ~ ~ ~ ~ ~ O I y
~ LL- - i ~ a~-_... I I 127-o22-1 s _ , s I I ~ R-32. CURVE ~6 _ ti~ I 14534-228 ~ , .~~v+i- sPacE o R OVE ~ ESET 14 t OF ~EX. Ita=2507 30 ~ L.~ + CURVE ~6 ~_~~uhTi~,~-spa s5, ~ RN FENCE dt GATE ~ W ~ ~ I WOOD P ~ , ~ Q
~ ~ ~ L=9.84 ~ I I ~ ~ 30-248 ~ 25:90 ,125:90 ~ ; ~ ; ~ ~ ~ ~
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~ ; PO NG IN THE CONSTRUCTION OUNDA~Y AT
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PROP. 100 LF~OF 6'x BC~ AT=1.1011 ~ a~ o~ , ~ 127-027- 6 ~ ~ ~ ~ ~ ~ , ~ REMOVE EX. ENDWALL REPLACE ~ ~ 592 f~ 0 ~ ~ , '4 ; i~' r~~ ` Q ~ ~?r ; I O ~ / ' / ~ ~ ~ ~ REPLACE 1 bF . B ~ I ~EWER~ WITH ~ i, ' ©~J _ , ~ en-~~ f ~ ~ I~~ ~ ~ ~ ~ 6 o c ~I E~ IP-!~ ~ 1 r W
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7- 1 ~ N AND SAND~F ~ D 1 YI,,; ~ ~ ~ / \ % 7 ~ 127-02 1 _ ~ REPLACE 40 LF OF 8' ARY SEWER . ~ L LL/ ~ / r ~ ~ P L SHEET 3L- - DISTURBED AREA WITHIN THE STORM DRAINAGE AREA -127126 ~ M~'I ~ ~ ~ s° aecNP~ ~ , ~ 114 -1 / TO ENSURE POSITIVE DRAINAGE TOWARDS THE CREEK.
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127-024-05 127-024-06 127-024-07 AND KARY C. WATSON AND CHRISTA ANN VACCA 127-024-10 127-024- 127-024-11 127-024-12 - 127-062-02 ~ 127-062-03 ~I ~ ~ ' ~ 9746-162 UNKNOWN ~ E"I
9110-171 5332-984 9282-831 127-024-OS 127-024-09 13704-58 I UNKNOYJF 230-248 230-248 230-248 11868-817 8304-785 230-248 230-248 UNKNOWN 9510-445 _ ',I ; ~ - ; ; ~ 30-248 230-248 230-248 230-24@ _ ~ I`, ~ L.~ ~
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127-025-03
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!
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CONNECT EX. 30 RCP TO PROP. DRAINAGE STRUCTURES -� S,DEAV,l
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7-024-01 AND CAROLINE COBLE 127-024-19 127-024-18 I AND HILERIA F. BUCKLEY
j/; 40634-363 127-024-20 11384-921 10539-817 127-024-17
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127-025-03
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3 �� �; /, , ;��/, 230-248
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7-024-01 AND CAROLINE COBLE 127-024-19 127-024-18 I AND HILERIA F. BUCKLEY
j/; 40634-363 127-024-20 11384-921 10539-817 127-024-17
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~I~~, ~ ~ ~ I ~ REMOVE EX. ASPHALT 230-246 ~ ~ 25 ~ \ LOT X26 i LOT 16 I iWl ' W 230-248 ~ is' riNE LOT #30 w
i viz 2047 CHESTERFIELD AVE. # r. ~ ~ 2052 SHENANDOAH AVE. NOW OR FORMERLY ~ Y ~ _ ~ ~ EX. ACCESSIBLE SIDEWALK P ~ ~ L . • .w.I 0 = Q M - ~ t W w ~ E- iAVE. ~ ~ 2055 SHENANDOAH AVE. z ~ ~ Y v N
- P BEVERLY LYNN PENNINGER 1 w I~ ER CMLDS 10.35JI&B ~ EPLACE 5 LFf OF EX. CONC. SIDEWALK II ~ ~ o~ m w ~Q r- _ 1'h ~ I~ N ~
127-023-23 _ ~ ~ ° ; ~ LL ABANDONED 36" CMP WITH FLOWAB~'~'ILL 8603-252 h i ~ I ' r TBM ~ ; ,t
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~ Y-7 CON N ~ THE PtAZA 60' R/W o° ~ ' °o ~ .°n ~ ~ ~ 1 N33'5105»E i w a o °o Y-7 CONSTRUCTION ~ o o x a I ~ ~ a ~
~ ~ ,y' a 475.00' - - - - $ - ~ 45 ~ ~ N
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BEGIN PROP. Y-7 IMPROVEMENTS - ~ - - r , - ~ - :71".4 = - - - - ~
» n - - TE ~ _ ~ ~ PROP. B LF OF t 5 RCP ~ - _ _ - , :n ~ ~n _ d ~nA . n -
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RICHARD A. PAYNE ~ ' ~ _ ' ~ ~ - ;CONC. DRNE WITH PROP. 6 - r L- i ~ REMOVE EX. U~£ CB AND Gas~_~ _ - 41 - I ~ ~
AND TERRI L PAYNE ~ I ~ 27 ~ I, - CONC. DRNE ~ ~ - - ~ i ~ ~ Rc ~ ~ 12 LFf OF, AMP ~ . 3 127 023 01 ~ i 2 I ~ i _ PROP 2 LF PROP. 32 LF OF 42" RCP q7 1.50% i ~ - ~ ~ ~ , / ~ ~ _ r V1
~~Ri~~~~h~Ee Y ~ ~l - I PROP. 294 LFt OF 2 -0 VALLEY C~ 5828-261 Io ~ i G I~ i _ , I~ REMOVE ~ REPLACE 66 LF OF EX. 24 RCP RELOCATE E)~ 6" GAS BY `I ~ EoE r~ ~ WfiH PROP. 30 LF OF 42" RCP AT 1.10%
230-248 ~ ~ t _ ~i ~ REPLACE 5 OF EX. CONC. SIDEWALK ~ 4 ~,r, ; w i ~ ~ ~,~\v ~ REMOVE EX. 4 HEDGE ROW ~ ~ I LOT #1 ~ o M~ ~ ~ ~ G ~ ~ a ~ RD SI G SIGN O • ~ q FILL DONED 30" RCP WITH PLOWABLE Fl
2100 CHESTERFIELd ~ ~ ~ REPLACE E)j~~~ iBLE SIDEWALK RAMP ~ ~ I, I' I i ~ 'RER ~MLDS;;~'0. B NOW OR FORMERLY I ~ NOW OR ORMERLY FlLL PROP. 39 LF OF 42 RCP AT' 3.00% h I ~ ~ - ~I p"I i,~ i „ I I ° ° ~ii~ ~
~ ' _ ~ ~ A \ j MICHAEL H. BOUWMAN ~ i - ~ r~ - ~ J ~---~i CATHERIN .EL-KHOURI LY FlLL ABANDONED 30" CMP Ali PLOWABLE FlLL °a~~ ~I ~ ~ ~ ~ PROP. 24 RCP ~4 ° OURI RELOCATE EX. 8" WATER LINE AS SHOWN IN I'~ p ° ~
SEE SHEET TO ~ IT _ ~ ~ i i ~ FILL ~BANDQf~ED 18 FRCP WITH PLOWABLE FlLL 127-024-02 ' ~ ~ I _ RELO - - - - _ ~ W ~ ~ _ - 127 24-01 - i ~ -~RCR ~ w~ - ~ ~ ~ 8239-94 1 xa DETAIL SHEET 31 ~ aao° PROP. 15 RCP
FOR PROPOSED ~ ~ woo ~ ~ ~ ~ ~ _ ~ 1os3 -363 ~ ~ 230 248 ~ I(, ~ ~ ~ N ~ 01 I
I ~ ~ ~ ~ ~ ~ j i ~ . __s- ~ ~ 230 248 IMPROVEMEN SAP ~ ~ ~ z w ~ . a I~ a~„~~_s I LoT #12 Loi #1 T o T - I- I r ~ 2101 CHESTERFIELD AVE. I ~ II i } ~ ~ - LL ABANDONED 30" CMP WITH PLOWABLE FlLL ~ •
I 2100 SHENANDOAH AVE. S w CHES ERFI ~ AVE ~ , T ~ I Z w z a, i AVE. Ills 3~ ~ ~ SEE SHEET 12 I - ~ , i, 4 ~ ; ~ ~ ' 3 ~ ~ ~ ~ ~ PROP 24 RCP
~h'~~onF~ ~ I Z ~ ~ ~ w Fs Y-3 I ~ ~ w ~ y o FOR PROPOSED a z '~,I ~ ~ °o° ~ \ NOW OR FORMERLY ~ ~~i~ ~ I 0°00
_ _ _ - ~ I~ - ! ! ' ~ i~„ - - - ~ IMPI IMPROVEMENTS TO ~ ~ ~ I I p000 THE ROMAN CATHOLIC DIOCESE OF CHARLOTTE - ~ ~ 127 025 01
a _ - i _ ; 1 \ I I I SHE - ~i~ , , ~ ~ 3387-597 NANDOAH AVE ~ ~ o
a - v jl, -;li; FfCC-ABANDONED 15 RCP WfTH PLOWABLE FlLL I ~ SHE I i ~ a,
Cj- SEE SHEET II Y_4.:,~ LOT #12
4 x r, 91(11 CHFNANf1nAH AVF PRELIMINARY
SEE SHEET 12 alj Do Not Use For Construction
FOR IMPROVEMENTS TO Y-3 FOR IMPROVEMENTS TO Y-4 f

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GENERAL NOTES GENERAL NOTES, CONTINUED PROJECT NOTES F ~ ~ Q
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1. TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF A SPECIFIC TRAFFIC 16. THE PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE FOR THE 1. THE WORK COVERED HEREIN SHALL BE IN ACCORDANCE WITH THE PLANS AND a' ~
CONTROL PLAN AND~OR SEVERAL TYPICAL DRAWINGS AND~OR ROADWAY STANDARDS PROJECT. THEY ARE TO BE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE PHASES _ ~ a .PHASES SPECIFICATIONS. IT SHALL ALSO BE IN ACCORDANCE WITH THE CURRENT ED1110N F T ~ SO THECIY ~ ~OQ~
SNOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF OF THE TRAFFIC CONTROL PLAN. OF CHARLOTTE °WORK AREA TRAFFIC CONTROL HANDBOOK" (W. A.T.C.H.), "STANDARD s°, zo
CONSTRUCTION ACTIVITIES ARE OCCURRING ON THIS PROJECT. THESE DRAWINGS ARE FOR SPECIFICATIONS FOR ROADS AND STRUCTURES" AND "THE U.S. DEPARTMENT 01= TRANSPORTATION ~
TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO ACTUAL FIELD CONDITIONS. DUE TO 17. SEE NCDOT ROADWAY STANDARD DRAWING NOS. 1115.01, 1130.01, 1135.01, 1145.61, 1145.61 ~ V MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) INCLUDING ALL STANDARD DOCUMENTS ~
UNFORESEEN SITUATIONS, IT MAY BE IMPOSSIBLE TO ADAPT THE PRESCRIBED TYPICAL 1170.01, AND 1205,01 FOR DETAILS ON TEMPORARY TRAFFIC CONTROL DEVICES. a w g REFERRED TO IN THE SECOND PARAGRAPH OF SECTION 1A-11. THE CURRENT EDITION SHALL BE ~ ~
DRAWING EXACTLY AS SHOWN TO THE ACTUAL FIEI D SITUATIONS. THE CONTRACTOR, AT ~ r,, ~ THE CURRENT EDITION ON THE DATE OF ADVERTISEMENT FOR THE PROJECT. ~ ~
THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT, CHANGE, AND~OR REMOVE 18. DURING PERIUI)S OF CONSTRUCTION INACTIVITY, ALL CONSTRUCTION MATERIALS ALS ~ ~ ~ ~ a
THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE TYPICAL DRAWINGS AND~OR AND EQUIPMENT `;HALL BE STORED NOT CLOSER THAN 10' FROM ANY TRAVEL LANES. ANES. O
ROADWAY STANDARD DRAWINGS TO ENSURE THAI THE MOTORIST CAN PASS THROUGH THE 2. THE CONTRACTOR SHALL NOT NARROW OR CLOSE ANY LANE OF TRAVELWAY ON Q
CONSTRUCTION AREA IN A SAFE AND EFFICIENT 1,9;ANNER. 19. CONES MAY 111 USED FOR DAYTIME CONSTRUCTION ACTIVITY ONLY. THOROUGHFARES DURING THE PEAK HOURS OF 7:00 AM TO 9:00 AM AND 4: ~~i~ PM TO ~
6:00 PM MONDAY THROUGH FRIDAY, UNLESS OTHERWISE INDICATED ON PLANS. OFF-PEAK ~ 0
20. WHEN CONS~II~IICTION OPERATIONS ARE IN OR NEAR A SIGNALIZED INTERSECTION, THE 2. CONSTRUCTION PHASING MAY DICTATE THAI 1W0 OR MORE TYPICAL DRAWINGS BE CONTRACTOR MAY I;E REQUIRED TO SUPPLY AN OFF-DUTY POLICE OFFICER TO CONTROL CTION, THE HOURS ARE DEFINED AS ANY HOURS OTHER THAN INDICATED ABOVE. 0 0
USED IN ONE AREA OF CONSTRUCTION. CHANNFI PING DEVICES ASSOCIATED WITH TRAFFIC. ~ONTROL
THESE TYPICAL DRAWINGS SHALL BE MOVED, SUF'('LEMENTED, CHANGED OR REMOVED AS 3. CHANNELIZING DEVICES IN WORK AREAS SHALL BE ON CENTERS 20' IN T~INGENT AREAS
REQUIRED BY THE CONSTRUCTION PHASING OF TI II PLANS. THE LOCATION AND 21. ALL TRAVEL I ANES SHAD BE OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY AND TAPERS, AND ON 10' CENTERS IN RADII AND SHALL BE SET 3' OFF THE I L>GE OF ACTIVITY TRAVELWAY, UNLESS OTHERWISE INDICATED ON THE PLANS.
POSITIONING OF THESE DEVICES SHALL BE APPRt~VE.D BY THE ENGINEER WHEN TWO OR UNLESS OTHERWISI INDICATED ON THE PLANS.
MORE TYPICAL DRAWINGS AND~OR ROADWAY STANDARD DRAWINGS OVERLAP. z 0
22. THE DIFFERENCE IN PAVEMENT ELEVATION SHALL NOT BE GREATER THAN 1 4. BY THE END OF EACH WORKDAY, THE CONTRACTOR SHALL REPLACE ANY EXISTING a
3. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE INCH DURING PERI(1DS OF CONSTRUCTION INACTIVITY. PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED BY CONSTRUCTION
NORMALLY USED FOR SHORT TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR PROCEDURES. w
AROUND CONSTRUCTION AREAS WITHIN A CONSTRUCTION ZONE. OPERATIONAL SIGNS SHALL 23. THE CONTRA(:IOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT 'AVEMENT Q
BE INSTALLED PRIOR TO THE START OF OPERATI~~NS AS SHOWN ON THE PLANS OR AS TO PROPOSED PAVING OPERATION. 5. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO ALL BUSINE`~SES AND
DIRECTED BY THE ENGINEER. SIGNS SHALL BE MAINTAINED IN PROPER POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES. IF NEED BE IIIEY SHAD BE BALLASTED OR WEIGHTED IN 24. THE CONTRAS I DWELLINGS AFFECTED BY THE PROJECT. SPECIAL ATTENTION SHALL BE PAID TU FIRE
SUCH A MANNER THAT THEY WILL ICI R WIN OR SHALL CONTACT THE CHARLOTTE DEPT. OF TRANSPORTATION BE STABLE UN D AND VEHICLE ACTION. BALLASTING TION HYDRANTS AND FIRE STATIONS.
SHALL BE DONE WITH SANDBAGS OR OTHER YIELDING MATERIALS PLACED IN SUCH A MATTER IMPLEMENTATION ',I CTION MANAGER (GUS JORD1~704-336-7086) IN WRITING ONE WEEK E WEEK
THAT THEY DO NOT BECOME MISSILES OR CAUSE UNREASONABLE DAMAGE IF HIT. SIGNS BEFORE BEGINNIN~~~ CONSTRUCTION AND TWO WEEKS BEFORE INSTALLING THE FINAL AL 6. THE CONTRACTOR SHALL REMOVE ANY CONFLICTING TEMPORARY PAVEMEN I MARKINGS
SHALL BE REMOVED WHEN NOT APPLICABLE. THI BOTTOM OF PORTABLE SIGNS SHALL BE A SURFACE COURSE IN ORDER TO INSURE PROPER COORDINATION OF SIGNAL RELOCATIONS ANI CATIONS AND AND INSTALL APPROPRIATE PAVEMENT MARKINGS AT THE END OF EACH WORKI!!\Y.
MINIMUM OF 1 FOOT ABOVE THE PAVEMENT SURFA~:E. PLACEMENT OF Pf IMMANENT SIGNS. w 7. THE CONTRACTOR SHALL SUPPLY, INSTALL, AND MAINTAIN ALL TEMPORAI~~ PAVEMENT ~
MARKINGS AS REQUIRED DURING CONSTRUCTION OPERATIONS. THE CONTRACT~~I~ SHALL NOTIFY ~
25. THE CONTRACTOR SHALL CONTACT THE CHARLOTTE DEPT. OF TRANSPORTATION TION
'MPLEMENTAT~ON `.I ~~TION MANAGER (GUS JORD1~704-336-7086} WHEN THE NUMBER OF 4. THE CONTRACTOR SHALL MARK ALL HAZARh`~ WITHIN THE LIMITS OF THE PROJECT WITH TRAVE'~ LANES ARf REDUCED FROM NORMAL CONDITIONS OR THE STREET IS REQUIRED ~1BER OF THE CDOT IMPLEMENTATION SECTION MANAGER (GUS JORD1~704-336-7086) A MINIMUM OF TWO 2 WEEKS 14 CALENDAR DAYS IN ADVANCE PRIOR TO MAKING CHANGES. ~
WELL-MAINTAINED SIGNS, BARRICADES, WARNING ~'~rR CH~ANNEUZING DEVICES. TO BE CLOSED. IXCEPT FOR EMERGENCIES TH F E OLLOWING NOTIFICATION IS REQUIRED ~UIRED ~ QUIRED:
THESE DEVICES SHALL BE MOVED, SUPPLEMENTS[', ~-T~A ~L~ ~~~-T ~~=~EMOVED AS REQUIRED N
DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER. A. CLOSING ONE 1 OR MORE TRAVEL LANES -FIVE 5 WORKING DAYS PRIOR 'S PRIOR 8. ALL CHANNELIZATION DEVICES AND HAZARD IDENTIFICATION DEVICES SU~~="~! AS ~
TO THE SCHEDULED WORK. BARRICADES DRUMS ETC. USED AT NIGHT SHALL HAVE WARNIN~~ UG~~TS ~ ~ECIFIED ~ w T~ ~
5. FLAGGER'S ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, OR JACKET IN THE MUTCD. STEADY BURN LIGHTS SHALL BE USED DE'_IN=~~TE ~~+L •r OF THE h
WORN AS THE OUTER LAYER OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A B. CLOSING; A STREET -TEN 10 WORKING DAYS PRIOR TO THE SCHEDULED WORK TRAVELED WAY, DETOUR CURVES, LANE CLOSURES AND O IHtn _ _ _ NS. W )ULED WORK. ~ a
STOP~SLOW PADDLE (SEE MUTCD, PART V1, CHAPTER 6E). RED FLAGS WILL BE FLASHING WARNING LIGHTS SHALL BE USED TO DELINEATE INDIVIDUAL HAZARD`.
ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGEN~,'Y SITUATIONS ONLY. PLAGGERS, 26. A SINGLE BARRICADE OR DRUM SHALL NOT BE PLACED P,LONE IN A TRAVEL LANE. a M LANE. xw
PROPERLY EQUIPPED AND INSTRUCTED, WILL BE P!~.'~~ErD ~H~ ~ ;.!NTR~CTOR AND STATIONED AT THE LOCATIONS SPECIFIED OR AS I ~''iE~,~TES BY ~hE ENGINEER. A SPECIA.L ATTENTION SHOULD BE PAID TO PEDESTRIAN TRAFFI AND TEMPOR Y ~ C AR a ~ i
27. THE CONTRA' TOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN FLUORESCENT ORANGE CAP MAY BE REQUIRED. MINUTES AT A Tli`~1I IN ANY DIRECTION. Z IAN ~ ~,SPHALT SIDEWALK SHALL BE USED TO MAINTAIN PEDESTRIAN TRAFFI~~ 1~~~NE6~ ~'ONCRETE ~
01 ~I WALK IS REMOVED. ~ DE Z ~
6. THE CONTRACTOR SHALL FURNISH, INSTALL, RELOCATE AND MAINTAIN ALL TRAFFIC 2S TF"'~JE'~_ ~~~1NE SHA L NOT BE MA E LE a U ~
L D SS THAN 10 WIDE UNLESS OTHERWISE CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND~OR CHANNELIZING DEVICES FOR~~ND;i~ATFC~~ PLANS. NISE M"~ w ~ ~
WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS
OTHERWISE SPECIFIED. 29. TWO DIRECTIONS OF TRAFFIC FLOW MUST BE PHYSICALLY SEPARATED WHENEVER Q z EVER ai
TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE MARKING. SEQUENCE OF OPERATION a+
7. WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL x
ALL OF THE REQUIRED SIGNS, BARRICADES, WARNING AND~OR CHANNELIZING DEVICES 30. PROJECT APPROACH SIGNING SHALL BE PLACED ONE 1 WEEK PRIOR TO ACTUAL UO CTUAL ~
ARE INSTALLED AND APPROVED BY THE ENGINEER, INCLUDING DEVICES INVOLVING THE CONSTRUCTION. 1. REFER TO THE TRAFFIC CONTROL PHASING IN THE TRAFFIC CONTROL PLANS ~
ROUTING OF TRAFFIC OVER ROADS OUTSIDE THE LIMITS OF THE PROJECT. AND~OR PROJECT SPECIAL PROVISIONS FOR TRAFFIC CONTROL
31. THE CONTRACTOR SHALL NOT REMOVE, RELOCATE OR OBSTRUCT ANY EXISTING PERMAN ING PERMANENT
8. THE PLANS OR SPECIAL PROVISIONS SHALL DESIGNATE WHETHER THE CONTRACTOR SIGNS WITHIN THE CONSTRUCTION LIMITS. ALL PERMANENT SIGNS WILL BE FURNISHED, INSTA SHED, INSTALLED,
WILL BE REQUIRED TO RELINQUISH ANY EQUIPMENT (TEMPORARY CRASH CUSHIONS, REMOVED OR RELOCATED BY CDOT. THE CONTRACTOR SHALL CONTACT THE CDOT VEHICLE-MOUNTED TEMPORARY IMPACT ATTENUATORS, AND VEHICLE-MOUNTED IMPLEMENTATION SECTION MANAGER (GUS JORD1~704-336-7086) TO ARRANGE FOR REMOVAI )T 3
VARIABLE MESSAGE MATRIX SIGNS) TO THE CITY AFTER THE PROJECT IS COMPLETED. RELOCATION OF EXISTING PERMANENT SIGNS OR TEMPORARY RELOCATION OF BUS STOP SIGN OR REMOVAL OR ~ ~
THE CONTRACTOR MAY BE REQUIRED TO DELIVER THE ABOVE EQUIPMENT AS DIRECTED ~ STOP SIGNS. a F o Q o f d J x d Z~ O U N Q
BY THE ENGINEER TO THE CHARLOTTE DEPARTMENT OF TRANSPORTATION: m w
32. ALL PIPE 1NSfALLATION WORK SHALL BE DONE USING TRENCHING AND SHORING t V SING W
TRANSPORTATION OPERATIONS DIVISION METHODS. NO BENCHING WILL BE ALLOWED. o ~ n n a
3701 CRAIG AVENUE N a O W
CHARLOTTE, NORTH CAROLINA 28211 I o~ ~
N Ga O U
9. CONSTRUCTION SIGNS AND BARRICADES SHALL REMAIN IN PLACE UNTIL PERMANENT 3" OR MORE ~ y,
SIGNS AND PAVEMENT MARKINGS ARE INSTALLED. TRAVELWAY o ~ ~ ~
6.y ~ ~ ~ IQ C9Q S~ o a wx
10. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH CITY OF w, OPe Mq N~ N Y¢ 0 0 x.) o o a x
CHARLOTTE NOISE ORDINANCE. ~ ' o w a w . -
11. WHERE CONSTRUCTION IS IN OR NEAR A CREST VERTICAL OR HORIZONTAL CURVE, WORK ~ ,~A~\ ~AnAnA,~A,
AREA SHALL BE EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE ~ STRUCTURALLY SOUND BACKEILL MATERIAL
AND MINIMUM STOPPING SIGHT DISTANCE IS MET. TO BE ADDED
12. THE CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROAD W BACKEILL DETAIL
SIMULTANEOUSLY WITHIN THE SAME AREA. H (NOT TO SCALE)
13. AT THE END OF EACH WORKDAY, THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL
UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN
OPEN TRAVEL LANE THAT HAVE A DROPOFF OF MORE THAN 3" (SEE DETAIL A, SHEET TC1).
14. WHEN PERSONNEL AND~OR EQUIPMENT ARE WITHIN 3' OF THE EDGE OF AN OPEN O
TRAVEL LANE, THE CONTRACTOR SHALL REFER TO THE TRAFFIC CONTROL PLAN OR NCDOT ROADWAY STD. DWG. N0. 1101.02 FOR THE APPROPRIATE LANE CLOSllRE AND STD. DWG. U
1101.11 FOR THE APPROPRIATE TAPER LENGTHS AND SIGNAGE SPACING. V
w
15. AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE CONTRACTOR SHALL PLACE w
DRUMS 3' FROM EDGE QF TRAVEL LANES.
h
ro
L PRELIMINARY - M Do Not Use For Construction ~ H o H

e
-
TRAFFIC CONTROL PHASING NOTES
THE PROJECT SHALL BE DIVIDED INTO THE FOLLOWING WORK AREAS FOR CONSTRUCTION OF FOR PROPOSED STORM DRAINAGE PIPES CROSSING A STREET THE CONTRACTOR MAY CLOSE
DRAINAGE IMPROVEMENTS: THE STREET IN THL IMMEDIATE VICINITY OF THE PROPOSED STORM DRAIN CROSSING USING MAY CLOSE PHASE II: ING USING
WATCH DIAGRAM 2f~, "DETOUR PLAN FOR CLOSED ROAD (USE FOR MINOR STREETS ONLY
WORK AREA NO. 1: LABURNUM AVENUE INGRESS AND EGRF`~S MUST BE MAINTAINED TO I NDIVIDUAL HOMES AND BUSINESSES DURING >-S ONLY)." TFIr CONTRACTOR SHALL INSTALL STORM DRAINAGE, CURB 8c GUTTER, AND DRIVEWAYS USING SES DURING WA ICH DIAGRAM 6, "WORK AREA IN TRAVEL LANE MAINTAINING 2-WAY TRAFFIC
WORK AREA N0. 2: BAY `~TREET CONSTRUCTION. ( )
WORK AREA N0. 3: CHE`~IERFIELD AVENUE C~~N [-RACTOR SHALL USE WATCN DIAGRAM 9, "TWO WAY, ONE-LANE TRAFFIC (FLAGGER
WORK AREA N0. 4: THE f'IAZA (INCLUDES SHENANDOAH FROM STA. 13+75 TO 76+00) WORK AREA 3 C(~N ~ROL)" WHEN A 10 FOOT MINIMUM CLEARANCE CANNOT BE MAINTAINED IN THE LANE
WORK AREA NO. 5: SHENANDOAH AVENUE (STA. 8+50 TO 13+75) A(~J;~CENT TO CONSTRUCTION. THE CONTRACTOR MAY USE WATCH DIAGRAM 4, "WORK ON
PHASE I: SH~?ULDER (MINOR ENCROACHMENT ON PAVEMENT)" FOR AREAS WHERE ONLY CURB ~ GUTTER ' o W U NO
THE CONTRACTOR MAY NOT CLOSE MORE THAN ONE STREET IN ONE LOCATION AT A TIME. THE CONTRACTOR MAY WORK CONCURRENTLY WITHIN THE DIFFERENT WORK AREAS. THE SEWER THE CONTRACTOR `HALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO TH IS fNSTALLED. ~ Lv~ z~N
REPLACEMENT iN AREA 1 MUST BE COMPLETED BEFORE WORK IN AREA 2 CAN BEGIN. THE BEGINNING OF WORK. 'RIOR TO THE ~ ~ ~ FOR PROPOSED STORM DRAINAGE PIPES CROSSING A STREET, THE CONTRACTOR MAY CLOSE E' "`~Q
MAJOR CULVERT CROSSING IN WORK AREA 3 MUST BE COMPLETED BEFORE WORK IN AREA 5 TNI STREET IN TH U ~ E IMMEDIATE VICINITY OF THE PROPOSED STORM DRAIN CROSSING USING yy
CAN BEGIN. ~ H ~ ~ WA Li;H DIAGRAM 26, "DETOUR PLAN FOR CLOSED ROAD (USE FOR MINOR STREETS ONLY). ~ Q
PHASE II: pq a ~ ~ 1N~;hESS AND EGRESS MUST BE MAINTAINED TO INDIVIDUAL HOMES AND BUSINESSES DURING oz
WORK AREA 1 TH ` - E CONTRACTORHALL INSTALL STORM DRAINAGE, CURB & GUTTER, AND DRIVEWAYS USING i ~ Q ~ ~ Cc,N.~TRUCTION. W
WATCH DIAGRAM 6, "WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)." -WAYS USING =o ~ Wz
PHASE I: CONTRACTOR SHAH USE WATCH DIAGRAM 9, "TWO WAY, ONE-LANE TRAFFIC (FLAGGER W(~RI~ AREA 5 0,~; ~
~GGER
THE CONTRACTOR SHALL f I ACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE CONTROL)" WHEN A 10 FOOT MINIMUM CLEARANCE CANNOT BE MAINTAINED IN THE LANE BEGINNING OF WORK. ADJACENT TO CON' , I RUCTION. IE LANE PH~'1~~E I: ~ ~ ~ t/~ ~ Q
~
PHASE II: FOR PROPOSED Sl(II~M DRAINAGE PIPES CROSSING A STREET, THE CONTRACTOR MAY CLOSE THI CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE Py MAY CLOSE BE~~INNING OF WORK. ~
THE STREET IN THI IMMEDIATE VICINITY OF THE PROPOSED STORM DRAIN CROSSING USING NG USING 0
THE CONTRACTOR SHALL IN':~TALL PROPOSED SEWER LINE USING THE TRAFFIC CONTROL DETAILS WATCH DIAGRAM 2s DETOUR PLAN FOR CLOSED ROAD (USE FOR MINOR STREETS ONLY ONLY)." vi
ON SHEET TC3 (DETAIL A AND B). TRAVEL LANES MUST BE A MINIMUM OF 10 FEET WIDE. INGRESS AND EGRf MUST BE MAINTAINED TO INDIVIDUAL HOMES AND BUSINESSES DURING DES DURING PHA`~I II: ~
INGRESS AND EGRESS MUSI BE MAINTAINED TO INDIVIDUAL HOMES AND BUSINESSES DURING CONSTRUCTION.
CONSTRUCTION. THE ~~ONTRACTOR SHALL INSTALL STORM DRAINAGE, CURB & GUTTER, AND DRIVEWAYS USING
WORK AREA 4 WAT~'ll DIAGRAM 6, "WORK AREA IN TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)."
WORK AREA 2 CON I FACTOR SHALL USE WATCH DIAGRAM 9, "TWO WAY, ONE-LANE TRAFFIC (FLAGGER
PHASE I: PHASE I: CON l IDOL)" WHEN A 10 FOOT MINIMUM CLEARANCE CANNOT BE MAINTAINED IN THE LANE
ADJA~'ENT TO CONSTRUCTION. CONTRACTOR MAY USE WATCH DIAGRAM 4, "WORK ON z
THE CONTRACTOR '~I iALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THI THE CONTRACTOR SHALL FI ACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF WORK, 0 'RIOR TO THE SHOUT DER (MINOR ENCROACHMENT ON PAVEMENT)" FOR AREAS WHERE ONLY CURB ~ GUTTER ~
BEGINNING OF WORK. a IS IN' ~ BALLED. x
v
PHASE II: FOR PROPOSED STORM DRAINAGE PIPES CROSSING A STREET, THE CONTRACTOR MAY CLOSE Q
THE GREET IN THE IMMEDIATE VICINITY OF THE PROPOSED STORM DRAIN CROSSING USING
THE CONTRACTOR SHALL IN`, IALL STORM DRAINAGE, CURB ~ GUTTER, AND DRIVEWAYS USING WATT ~I I DIAGRAM 26, "DETOUR PLAN FOR CLOSED ROAD (USE FOR MINOR STREETS ONLY)."
WATCH DIAGRAM 6, "WORK AREA IN A TRAVEL LANE (MAINTAINING 2-WAY TRAFFIC)." THE INGRI ~;S AND EGRESS MUST BE MAINTAINED TO INDIVIDUAL HOMES AND BUSINESSES DURING
CONTRACTOR SHALL USE W ~ !CH DIAGRAM 9, "TWO WAY, ONE-LANE TRAFFIC (FLAGGER CON' ~ 1 RUCTION.
CONTROL)" WHEN A 10 FO(~ I MINIMUM CLEARANCE CANNOT BE MAINTAINED IN THE LANE w
ADJACENT TO CONSTRUCTI~~N.
W
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LEGEND LEGEND ~I
1 ® NEB / L 1 ® secs / oRUUS r , 1 V
l T gas I r ~ l T gas I F~
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a+ M ROAD MCI r ~ ~
ROAD WORK w M+~M AIEID
1 " - ~ vua[s ~ ' j a~ zoo' pp•' zoo = ~
- ' _ ~ ~ ~ ~ xy I I, L ~ 0001 ( i ~ (~ao~ ~ V 1
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ai i 5 f `~=,r LABURNUM AVENUE (60'R/W) ® 1 ~ t { 5 ~ - c_ ~f A 0 F-~
I ~ ~ 1 I® II i ® i I I ~y
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WORK RDAD NFib ~ ` ~ - - ~ ~ ~ it h', ~ ~ ~~,c I ~ N I W q M W
N2t-4 NRO-4 W2U-7a - U
DETAIL A LABURNUM AVENUE PHASE I , Z U O Ca ~ ~ ~ i~1 ~ t4 U N ~ 0 W
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LEGEND I O ~ Q Q ® cages ~ o~ws p Z Y W ~ J ~
RDAD ROAD WORK T i O O NO y a O p T sas ~ ~ W a
RFAD H /1 ~ ~ ~ MRtt4 ` ~ ~ ' ~ WLo-7a { 4 ~ H >wc e euuec,~oc ~ O ~ IZ 0. ~ I
~i I _ ~ ~ 8 g ~ 1 1 ~ ~ ~ i ~ ~ ~ ~ L - (wu)'' , 1 ~ ~ to ~ I 2 a d ~a _ I`
I I i . ~ ~ ~ ~ ~ ~ ~ I I ~I i i i ~ 1 I ! y l I ~ ~,w I ~ ~ L-__ _
~ - ~ '~i ~ i ~ ~ i ~ } j to ; ~ ` ~ ~ ~ _ ~l ~ ICI ~ ~ ~ x- -X- _ X ~ % ~ G
~ ~ ~ 1 ~ I> ~ ° ~ ' ~ ~ I 0 D~ - ~ s ~ ~ ~ l ~ g~
i ~ 1 I r i ~ i
® ® ~ LABURNUM AVENUE (0' R/W) A;~~~ ® ® ® ~ I JE 0' R/W ~ ' H
i 0
io' nxu~uuu ~ 1` ~^I~ - - thin ~ z
i ~I i ~ ~ ~I ~
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i~ G-- - ~ ~ ~ i ~ i ~ ~ ~ < i ~ J ~ I I
i ~ o~ I ' ~ ~ ~ ~ ~ I I ~ ~ i ~ ~i t2ii ~ ~ ~ ~ ~ '~1 F~
1 _ ~ s.
DETAIL B -LABURNUM AVENUE PHASE II toad- ~ ~ ~ `l j
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1 W
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PRELIMINARY
U U Do Not Use For Construction

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a
DIAGRAM 2 DIAGRAM 4 DIAGRA DIAGRAM 6 Rh,
WORK AREA ON SHOULDER WORK AREA ON SHOULDER ROAD Ram WORK ~ WORK AREA IN TRAVEL LANE
6' OR MORE FROM PAVEMENT MINOR ENCROACHMENT ON PAVEMENT ~K ( ) ( ) MAINT~ ( MAINTAINING 2-WAY TRAFFIC ) ono Row
W21-4 LEGEND ARRO NF1D
® cons / 0auus 00wxs~nu sNm (aenouu~ rAPER eurrtx uv[x > >
T ~avs w vAmcs zoo ,oo• zao' zoo
s' wuuuuu N iu surtOCaoE (.fo0') (mo') (+oo') (+009 I l~E NOIE 3) OOMNSiNEAV AIIR 70PQt &iFFA TAPER ~ M
I ®woaK AAeA ® ® ® ~ ~ I i ~o wuuiuvu f1FAAANCE 100' VAOn 200' 100• 7A0' 200' W O ~ ~ (.wo7 (zar7 (roo7 I+o°'1 N NON W
aRROw RANEL i i / (w1 z~~
~ ~ E ~ ~ Q z
(wim+u) =e ~Z~o
2V ARROW PANEL (W') 10'MIWIUM
qS°`"Y LEGEND pc u~0) ®a pa Ei 10'IPNMUM ~ ~ O ~ ~
® mxES / Davos 20, W ~
T s0xs ~ ~"''1 LEGEND ~ w OZ ® coN[s l avws t 1 ~
NOTES: H z~' ®w~R AREA C~ \,J O T i. a w
~i~ H}/~Yp'P'IE~ w o H 1++ NOR 4P.9~IC~DE (~1 ~ O ~ ~
1. NO ADVANCE SIGNING REQUIRED IF 6' OR MORE OF Roao ~ 200' 3W' 100' unnYS 100' (wo7 (AOO9 (200' (zao') ®xoxN a,~ ~ ~ Z
CLEARANCE IS MAINTAINED FROM EDGE OF PAVEMENT. "'~K NFIO W21-4 ~ . ARItOYI PANEL a Row ono C\
2. TYPE III BARRICADE REQUIRED ONLY IF WORK ZONE IS LEFT
UNATTENDED OVERNIGHT. nRRO o
NOTES: R4-7
armow PANEL O OISPUY (IG UEID) O
1. IF TRAFFIC ENCROACHES INTO OPPOSING LANES, O
ADDITIONAL TRAFFIC CONTROLS ARE REQUIRED (SEE DIAGRAM 6 NOTI NOTES:
OR DIAGRAM 9)
1. 1. IF CLOSURE IS LONG TERM (SEE SECTION XVII) CENTERLINE
2. SPACING - 35 M.P.H. OR LESS PAVI PAVEMENT MARKINGS SHALL BE REVISED TO MATCH TRAFFIC PATTERN. CENTERLINE DRUMS ARE NOT REQUIRED IF
(SPACING) -ABOVE 35 M.P.H. PAT PAVI 0 PAVEMENT MARKINGS ARE REVISED.
i~- a
3. IF AN EXCAVATION IS TO BE MADE WITHIN 4' OF THE EDGE OF THE PAVEMENT, THE LANE ADJACENT TO THE 2• 2. SPACING - 35 M.P.H. OR LESS U
EXCAVATION SHOULD BE CLOSED USING OTHER APPLICABLE (SPACING) -ABOVE 35 M.P.H. w
DIAGRAM. q
3. 3. IF AN EXCAVATION IS TO BE MADE WITHIN 4' OF THE
4. TYPE III BARRICADE REQUIRED ONLY IF WORK ZONE IS EDGE EDGE OF THE PAVEMENT, THE LANE ADJACENT TO THE
LEFT UNATTENDED OVERNIGHT. EXCi EXCAVATION SHOULD BE CLOSED USING OTHER APPLICABLE
i LLU' ILLUSTRATIONS.
m
4. LEFT 4. TYPE III BARRICADE REQUIRED ONLY IF WORK ZONE IS LEFT UNATTENDED OVERNIGHT. w
F
Q
0 z
DIAGRAM 9 DIAGRAM 26
TWO-WAY, ONE LANE TRAFFIC DETOUR PLAN FOR CLOSED ROAD N
(FLAGGER CONTROL) (USE FOR MINOR STREETS ONLY)
zoa' W a ti
o w w
zar ~a ~
~AOO~ ROAD ~ M
zo0~ p~ IAtF WORK x w Row ~o-a
~ NFA~ zoo ~ ~ R,I-2 ~ ~ ~ z
vAraES W!D-To W20-4 wJ1-4 (+00') (A0o') w' zao' zao' zx ~ ~ ~ ~ ~ ~
(ADO') ,w,a'; ~ :«.e. H z a~ V~
~ ~a a r
vl~cn' w ~ ~o
• ~ , 1~ N 2W. A o DETWR z
ROAD WORK jj ~0 w-~a ~y
AIF10 A 0 rm-4 ~ a
CLOSET IEfODR DETOUR QE lAl~ NfhD AHEAD W-,OR DETOUR ~ x W-1dl o
RDA f ~ ~-z ~SEENO,E» ~a~ V Row ao~D
wm~ R71-2 Vl
LEGEND ROAD ® caES l ornlus CLOS:D a ® Row aosm
w1D-7c T vws R71-2 To Rif-2 THRU 1RAFFlC
~ w~ AxEn LEGEND ® caiES / oRiws ROAD CLOSED Row aosm R"~`
C TO i0 mRU mA~c v ~
~ NOTES: T ~~5 n,RU mA~c H ttpE a eANracnoE T R,1-4 R„-4 ~ T ~ w U q M w .a ~ ~ w o
® pva¢ Rau YHBI.a 1. BUFFER SHALL EXTEND BACK TO THE BEGINNING OF THE N4-9Ra U ~ ~ CxJ Q
CURVE OR HILL TO PROVIDE ADEQUATE SIGHT DISTANCE FOR s . ~ o w t x ~ iU
APPROACHING TRAFFIC. r o x
DETOUR 16h10R DETOUR ~ d w,-,~R w-~R o a
2. SPACING - 35 M.P.H. OR LESS u+-,ol T ~ ~a 200' ~ w
(SPACING) -ABOVE 35 M.P.H. a 01 w 0
N q O
3. ON LOW VOLUME, RESIDENTAL STREETS WHERE THERE IS O U
ADEQUATE VISIBILTY, A SINGLE FLAGGER POSITIONED AS SHOWN NO ~ q ~ ~ i O ~ Q q
MAY BE ACCEPTABLE. ~ ~ o z Y w~
4. IF WORK ZONE IS WITHIN 50' OF AN INTERSECTION SEE N q (p Y d D O D61pR D~ O O p a x
DIAGRAM 10 AND DIAGRAM 11. NOTES: w-~a ~ p N ~ 0. ~y~, = a d
1. SPACING - 35 M.P.H. OR LESS OR LESS
(SPACING) -ABOVE 35 M.P.H. M.P.H.
2. DEPENDING UPON DISTANCE BETWEEI NCE BETWEEN DETOUR POINT AND ROAD-CLOSED POINT, w
ADEQUATE ADDITIONAL WARNING IS REQUI NG IS REQUIRED ON APPROACH TO ROAD-CLOSED BARRICADES. (1 E"+
TO 3 SIGNS) 0
3. DEPENDING ON CONDITIONS, SOME S )NS, SOME SIGNS MAY BE REQUIRED ON CROSS STREET a
APPROACHES. 0
4. ALL ADVANCE WARNING SIGNS AND a SIGNS AND DETOUR SIGNS MAYBE SUPPLEMENTED WITH FLASHERS
AND/OR FLAGS. h
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PRELIMINARY ~ o en
Do Not Use For Construction ~ F F

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t-~ b ~ \ i / I N`~~ ~ . ~ ~ ~ ' / \ - ~ _ ~ ~ V A V i s ~4~
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o ~ ~ ~ ~ ~ ~NCR~ 8D~(XILVERf _ _ j PROP. 18' i ~ ~ F., _ - ~ ~ P ~ o ~ I 0.~
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N
EROSION CONTROL NOTES
1. DISTURBED AREA: 1.84 ACRES
2. SOIL TYPES: CuB, Ur, HeB, HuB and MO 3 a
ri o W
3. NO ON-SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED. 6. INSTALL THE PROPOSED IMPROVEMENT; AS NOTED ON THE PLANS. NO MORE THAN 250 L.F. MAY BE DISTURBED AT ANY ONE TIME. INSTALL CHECK DAMS AND DIKE AS PER CONSTRUCTION WITHIN CREEK BANK DETAIL ON SHEET EC2. AS DOWNSTREAM !E ~ w ~ Q w
4. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLAN .S A VIOLATION OF THE NORTH CAROLINA EROSION CHANNEL SECTIONS ARE STABILIZED. REMOVE CHECK DAMS AND DIKE FROM DOWNSTREAM SECTION AND INSTALL CHECK DAMS S ~ ~ ~ ~ Q ~ W
CONTROL ORDINANCE, AND IS SUBJECT TO A FINE. AND DIKE ON NEXT SEGMENT TO BE IMPROVED. THE CHANNEL SECTIONS MUST BE STABILIZED IN ACCORDANCE WITH THE CHANNEL DETAILS ON SHEETS 2_ BEFORE CONTINUING CHANNEL GRADING OPERATIONS. TREES DESIGNATED FOR LEGEND: ~ ~ ~
5. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WILL BE STABILIZED WITH THE APPROPRIATE REMOVAL THAT ARE OUTSIDE OF ACTIVE CHANNEL IMPROVEMENTS MAY BE CUT AND REMOVED IN ADVANCE OF CHANNEL ~ N x
PERMANENT VEGETATIVE EROSION CONTROL MEASURE(Si WHEN A MAXIMUM OF 250 LINEAR FEET OF PROPOSED GRADING AS DIRECTED BY THE E~'v ~iNEER. HOWEVER, THE STUMPS MAY NOT BE GRUBBED UNTIL THE CHANNEL CONSTRUCTION HAS OCCURED OR WITHIN 30 DAYS OF DISTURBANCE, WHICHEVER PERIOD IS SHORTER. IMPROVEMENTS ANA STABILIZATIC,". PROGRESS. " F 0 ~ a a
PROPOSED TEMP. INLET PROTECTION N W
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED IN THE FIELD BY THE CONSTRUCTION 7. INSPECT ALL ERASION CONTR'.. " EASURES WEEKLY AND MAKE ANY NEEDED REPAIRS. INSPECTOR. o I w
8. ONCE THE PROPOSLG G7tv'~C-i.~C-~DN ACTIVITIES HAVE BEEN INSTALLED, REMOVE ALL TEMPORARY MEASURES AND INSTALL THE 7. ALL STOCKPILE AREAS DEEMED NECESSARY BY THE CGNTRACTOR WILL BE REQUIRED TO HAVE EROSION CONTROL MEASURES APPROPRIATE PER".!aNEN~ :~:="-DIVE STABILIZATION TO ALL DISTURBED AREAS. IE o Q cv U
SURROUNDING THE AREA IN ORDER TO TRAP EROSION AND SEDIMENT. THE STOCKPILE AREAS MAY ONLY BE LOCATEC WITHIN 0 PROPOSED ROCK CNECK ~ ~ ~ ~
THE CONSTRUCTION LIMITS. APPROPRIATE EROSION CONTROL MEASURES CONSIST OF TEMPORARY SILT FENCE, TEMPORAR~ DIVERSION DITCH AND SEDIMENT ~~RAP. ETC. Q Q
MAINTENANCE PLAN o mw caw ~ a ~ 6 a O
8. TEMPORARY CONSTRUCTION ROAD.. ~~~AY BE CONSTRUCTED WITHIN THE CONSTRUCTION LIMITS TO LIMIT THE AMOUNT OF SEDIMENT ENTERING THE CHANNELS. EROSION CONTROL MEASURES WILL BE REQUIRED TO PREVENT EROSION ACROSS A 1. ALL TEMPORARY" ER-^~N CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED ON THE EROSION PROPOSED CONSTRUCTION LIMITS ~ ~ o ~ ~ ~ ~
TEMPORARY CONSTRUCTION ROAf~~. REFER TO THE TEMPORARY CONSTRUCTION ROAD DETAIL- CONTROL DETAILS. ~;N" NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ~ ~ a 4
9. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED 2 TRAPPED SEDIMENT =~~ALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND DISPOSED OF.
REPAIRS WILL BE MADE IMMEDIATE~~ PROPOSED CONSTRUCTION ENTRANCE
10. ESTIMATED DURATION OF PROPOSED PROJECT IS 12-15 MONTHS. VEGETATIVE PLAN
1. THE PROPOSED CHANNEL DETAILS AND PLANTING PLANS REFER TO SPECIFIC STABILIZATION TECHNIQUES FOR THE CHANNEL
IMPROVEMENTS.
CONSTRUCTION SCHEDULE 2. ALL OTHER C'~STURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED AND MULCH AS RECOMMENDED BY BY a
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. THE PERMANENT SEEDING SPECIFICATIONS DUE TO THE RESTRAINTS ON THE LENGTH OF IMPROVEMENTS AND/OR DURATION OF EXPOSED DISTURBED AREAS. )F 0
2. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. a
3. THE CHANNE_ DETAILS AND PLANTING PLANS SHALL BE STRICTLY ADHERED TO FOR STABILIZING THE PROPOSED CHANNEL 3. FLAG THE CONSTRUCTION LIMITS ANG MARK THE TREES FOR PROTECTION- IMPROVEMEN?=
4. INSTALL TEMPORARY STABILIZED ~ ~)NSTRUCTION ENTRANCES WHERE REQUIRED. z
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5. INSTALL ALL OTHER EROSION GI~NrRvL MEASURES REQUIRED FOR THE PROPOSED CONSTRUCTION ACTIVITIES, CLEARING ONLY AS NEEDED TO INSTALL THE ERt'iSlr_,N CONTROL MEASURES, v ~
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PRELIMINARY
W W Do Not Use For ConstructioDal,

#5 WASHED STONE
SILT
0
STORAGE AREA
CATCH
TEMPORARY INLET PROTECTION
NOT TO SCALE
V
MIN.
U NIIN.l
W RADE
T 1 -\ RIP RAPT
I
NOTE: MINIMUM H=2/3
PIPE DIAMETER
4" #5 WASHED STONE
1 F R OF FILTER FABRIC
SECTION I=B
SECTION A -A
STONE
RT
IE
NOTES:
1. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END
3. THE WIDTH OF THE END C" THE APRON SHALL BE EQUAL TO THE BCTT061
WIDTH C= 'HE RECEIVING CHANNEL, MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
4. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% CP GREATEP,
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL
8E PERMITTED.
RIP RAP APRON ENERGY DISSIPATOR
NOT TO SCALE
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
TEMPORARY DIVERSION DITCH
NOT TO SCALE
WOVEN I
F
0
0
0
3
0
I 1
t7 N z
(6' MAX.)
STEEL POST
ANCHOR SKIRT 6" MINIMUM
IN LIEU OF BURYING SKIRT, 6" OF
#5 WASHED STONE MAYBE USED
OVER TURNDOWN.
NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH
AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
SPACING.
2. WOVEN FILTER FABRIC SHOULD BE USED WHERE SILT FENCE IS
TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT
FENCE IS USED ADJACENT TO A CHANNEL, CREEK OR
POND.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS
MAY BE USED.
STEEL POST
FILTER FABRIC
z
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LOW MAINTENANCE AREAS
STEEP SLOPES, STONY, SHALLOW OR DRY SOIL
H U
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-
16"
ANCHOR SKIRT 6" MINIMUM
IN LIEU OF BURYING SKIRT, 6" OF
#5 WASHED STONE MAYBE USED
OVER TURNDOWN.
NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH
AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
SPACING.
2. WOVEN FILTER FABRIC SHOULD BE USED WHERE SILT FENCE IS
TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT
FENCE IS USED ADJACENT TO A CHANNEL, CREEK OR
POND.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS
MAY BE USED.
STEEL POST
I
i
ANCHOR SKIRT 6" MINIMUM
i
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY IHE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE
PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND
THE BARRIER STILL IS NECESSARY, THE FAHRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED At IER EACH
STORM EVENT OR SILT FENCE SHOULD BE 1Z1 PLACED.
THEY MUST BE REMOVED WHEN DEPOSITS K1ACH
APPROXIMATELY HALF THE HEIGHT OF THE HARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN Pt ACt AFTER
THE SILT FENCE IS REMOVED SHALL BE DRI ,SED TO
CONFORM TO THE EXISTING GRADE, PREPARI P AND
SEEDED.
TEMPORARY SILT FENCE
NOT TO SCALE
FLOW
# 5 WASHED STONE
B
A A
�n
B RIP
PLAN
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
F,l i
1.5' MAX.�4 1' MIN. BELOW LOWEST
BANK LEVEL (MIN)
RIPRAP
NOTES:
USE CLASS I RIP RAP
SECTION A -A
EXISTING GROUND
SECTION B -B
TEMPORARY ROCK CHECK DAM
NOT TO SCALE
PUBLIC STREET
�SOIL
UNDER
T#5ILWASHED STONE
50' MIN.
k w
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1
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5 WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
7. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
STABLIZIED CONSTRUCTION ENTRANCE
NOT TO SCALE
— # 5 WASHED STONE
H
FLOW
TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS
DATES
FILTER FABRIC
RATET_
U
LOW MAINTENANCE AREAS
STEEP SLOPES, STONY, SHALLOW OR DRY SOIL
NQ
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I
i
ANCHOR SKIRT 6" MINIMUM
i
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY IHE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE
PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND
THE BARRIER STILL IS NECESSARY, THE FAHRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED At IER EACH
STORM EVENT OR SILT FENCE SHOULD BE 1Z1 PLACED.
THEY MUST BE REMOVED WHEN DEPOSITS K1ACH
APPROXIMATELY HALF THE HEIGHT OF THE HARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN Pt ACt AFTER
THE SILT FENCE IS REMOVED SHALL BE DRI ,SED TO
CONFORM TO THE EXISTING GRADE, PREPARI P AND
SEEDED.
TEMPORARY SILT FENCE
NOT TO SCALE
FLOW
# 5 WASHED STONE
B
A A
�n
B RIP
PLAN
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
F,l i
1.5' MAX.�4 1' MIN. BELOW LOWEST
BANK LEVEL (MIN)
RIPRAP
NOTES:
USE CLASS I RIP RAP
SECTION A -A
EXISTING GROUND
SECTION B -B
TEMPORARY ROCK CHECK DAM
NOT TO SCALE
PUBLIC STREET
�SOIL
UNDER
T#5ILWASHED STONE
50' MIN.
k w
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J
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1
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5 WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
7. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
STABLIZIED CONSTRUCTION ENTRANCE
NOT TO SCALE
— # 5 WASHED STONE
H
FLOW
TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS
DATES
TYPE
RATET_
AMENDMENTS
LOW MAINTENANCE AREAS
STEEP SLOPES, STONY, SHALLOW OR DRY SOIL
JUNE 25 -FEB 15
TALL FESCUE
100 LB/ACRE
AMENDMENTS SHALL BE APPLIED AT THE
RATE OF 4000 LB/ACRE OF GROUND
FEB 15-JUNE25
SERICEA LESPEDEZA
30 LB/ACRE
AGRICULTURAI LIMESTONE AND 1000
KOBE LESPEDEZA
10 LB/ACRE
LB/ACRE OF 10--10-10 FERTILIZER. DRY
v7 Q
SOIL AND GRASS LINED CHANNELS SHALL
USE 3000 LBjACRE OF GROUND
AGRICULTURAE LIMESTONE AND 500
LB/ACRE OF 10-10-10 FERTILIZER.
GENTLE SLOPES, AVERAGE SOILS
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JUNE 25 -FEB 15
TAIL FESCUE
80 LB/ACRE
FEB 15 -JUNE 25
SERICEA LESPEDEZA
20 LB/ACRE
VL Q
KOBE LESPEDEZA
10 LB/ACRE
= O
HIGH MAINTENANCE AREAS
MODERATE TO STEEP SL';PES, SOILS WITH AVERAGE OR
BETTER MOISTURE, COOL. SITES
ALL DATES BLEND OF TWO TURF TYPES 200-250 LB/ACRE
TALL FESCUES (907) AND
TWO OR MORE KENTUCKY
BLUEGRASS VARIETIES (10%)
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS
ALL DATES BLEND OF 50% KY -31 TALL 200-250 LB/ACRE
FESCUE AND 50% MIXTURE
OF TWO OR MORE TURF
TYPE TALL FESCUES
DISTURBED AREAS WITHIN :HANNEL SANK
ALL DATES
VEGETATIVE STRAW WITH NET LINING OR APPROVED
SECURE ACCORDING TO MANUFACTURER'S
Clio
EQUAL
SPECIFICATIONS
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MULCH
ALL DATES
GRAIN STRAW 100 LB, LOCO FT TAi,K WITH 0 1 GAL/YD' OF ASPHALT
PRELIMINARY
Do Not Use For Construction
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