20061328 Ver 1_COMPLETE FILE_20060816

project issued
Subject: project issued
From: Joanne Steenhuis <[e-mail]>
Date: Fri, 15 Sep 2006 08:07:55 -0400
To: Ian McMillan <[e-mail]>, Doug Huggett <[e-mail]>, "David
L. Timpy" <[e-mail]>, Jon Giles <[e-mail]>, Bev
Strickland <[e-mail]>, Rich Weaver <[e-mail]>
The following project was issued 9/14/06
Summerhouse on Everett Bay - DWQ # 061325 Onslow County - CAMA issued GC 3490
1 of 1 9/15/2006 8:37 AM
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
Mr. Isaac Hinson
City of Charlotte, Stormwater Services
600 East Fourth St.
Charlotte, NC 28202
Subject: Jefferson CIP Phase I, Charlotte
OCT 1 8 2006
WET ?sMDSTri TFR BRka
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Hinson:
October 13, 2006
DWQ# 06-1328
Mecklenburg County
You have our approval, in accordance with the at conditions and those listed below, to impact
274 linear feet (If) of unnamed tributary to McAlpine Creek for maintenance and 462 If for stream restoration in
order to complete the stream improvement project in Mecklenburg County, as described in your application
received by the Division of Water Quality (DWQ) on August 16, 2006. After reviewing your application, we
have determined that this project is covered by Water Quality General Certification Numbers 3494 and 3495,
which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. These General Certifications
allow you to' use Nationwide Permit Numbers 3 and 27 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 Certification will expire when the associated 404 permit expires 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.
In addition to the requirements of the Certification, you must also comply with the following conditions:
1. Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable
instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be placed in the
streambed, unless approved by the DWQ.
2. 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
associated with this project shall meet, and/or exceed, those requirements specified in the most recent
version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no
violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within two months of the date the Division of Land
Resources has released the project.
N ehCarolma
Noaturally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: ncwaterqulaity.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
4. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion' form to the 401/Wetlands Unit of the NC Division of Water Quality.
5. Continuing Compliance. The applicant (City of Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
Certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
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 1508 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 by the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Barry Love in the Mooresville Regional Office at 704-663-1699
or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
C Z<-
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Central Files
File Copy
401 approvals attached
Subject: 401 approvals attached
From: Barry Love <[e-mail]>
Date: Fri, 13 Oct 2006 15:42:16 -0400
To: Ian McMillan <[e-mail]>
Barry Love - [e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
06-1328000JeffersonCIPPhaseIMeck.docl Content-Type: application/msword
Content-Encoding: base64
Content-Type: application/msword
06-0506GrossBelmontReserveGast.doc'
Content-Encoding: base64
I of 1 10/16/2006 8:40 AM
Triage Check List
Date: 8/23/06 Project Name: COCharlotte: Jefferson CIP Phase I
DWQ#: 06-1328
County: Mecklenburg
Alan Johnson, Mooresville Regional Office
To:
60-day Processing Time: 8/16/06 -10/14/06
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Charlotte-Mecklenburg
?JTOR1?/f Charlotte Storm Water Services
- WATER Charlotte, 600 E. Fourth 2 Floor
NC 28202 28202-284A
Services
August 15, 2006
Ms. Cyndi Karoly ?iiZ?l^ arp.,?
NCDWQ 401/Wetlands Unit
2321 Crabtree Boulevard `-G ti
Raleigh, North Carolina 27604
2 0 0 6 1 3 2 8
Subject: COMPLETION OF PERMIT SUBMITTAL
Pre-Construction Notification Pursuant to Nationwide Permit Nos.
3 & 27 and Water Quality Certification Nos. 3494 & 3495
Jefferson Capital Improvement Project Phase I
Charlotte, North Carolina
Dear Ms. Karoly:
The City of Charlotte Storm Water Services (CSWS) is hereby submitting to the North
Carolina Division of Water Quality (NCDWQ) the 7th and final copy of the permit
application for the Jefferson Capital Improvement Project Phase I. Six copies of the
permit application package, along with the permit application fee and 7 half-size copies
of the complete plan set, have been forwarded to your office in a separate package. The
other package was sent out on the same date and therefore should arrive at approximately
the same time. This copy of the permit application was mistakenly not included with the
others, and CSWS is therefore submitting the 7th and final copy of the permit application
to complete the submittal.
Please do not hesitate to contact Isaac Hinson at 704-336-4495 or email at
[e-mail] should you have any questions or comments regarding this
project.
Sincerely,
Isaac Hin n
Wetland Specialist
City of Charlotte Storm Water Services Division
Desk phone [phone]
[e-mail]
Fqk_L:?Rod1RD
AUG 1 6 2006
DENR WATER OUALiTY
UtD STC*"-4 !; R MINCH
To report drainage problems: 704-336-RAIN http://storm water. charmeck. org
PRE-CONSTRUCTION NOTIFICATION PURSUANT TO
NATIONWIDE PERMIT NUMBERS 3 & 27
JEFFERSON CAPITOL IMPROVEMENTS PROJECT PHASE I
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
ESI Project No. ET05005.02
August 11, 2006
For
CHARLOTTE STORM WATER SERVICES
600 East Fourth Street
Charlotte, NC 28202
704-432-0966
BY
ENVIRONMENTAL SERVICES, INC.
9401-C Southern Pine Boulevard
Charlotte, NC 28273
704-523-7225
www.enviromnentalservicesinc.com
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Table of Contents
Executive Summary --------------•----------------•- •-----•-•••-• ......1
Existing Conditions 2
Current Land Use 2
Jurisdictional Determination 2
Agency Correspondence ---------- ---------------------------------------•-••• 3
Cultural Resources
--•-•-• ..............•---•----------------•----•----------------•--.....------- 3
-...--------------------------••-•----•--•---.
Protected Species ................... --------•---------------------------------•------- ........... ................. -------••-•-------••-•--•_ 4
Purpose and Need for the Project ............................................................ ...... .............. ................... 4
Avoidance and Minimization 4
Proposed Impacts to Jurisdictional Waters ............................................. ............. ...........................
Compensatory Mitigation .................................. ------------------------- -••----•-••....5
References 6
List of Attachments
Attachment A - Figure 1. USGS Site Location Map
Attachment A - Figure 2a. Soil Survey of Mecklenburg County (SSURGO database)
Attachment A - Figure 2b. Soil Survey of Mecklenburg County (SSURGO database) aerial photo
base
Attachment A - Figure 3. Jurisdictional Boundary Field Map
Attachment B - Pre-Construction Notification Application - Nationwide Permit Numbers 3 & 27
Attachment C - Routine On-Site Data Form
Attachment D - Request for Jurisdictional Determination Form
Attachment E - Stream Classification Forms
Attachment F - Representative Photographs
Attachment G - Jefferson Phase I Drainage Complaints
Attachment H - Proposed Impacts
ii

1 Executive Summary
' Phase I of the Jefferson Capital Improvements Project (CIP) is located in the City of Charlotte,
near the intersection of Providence Road and Fairview Road in Mecklenburg County, North
Carolina. The project is generally bounded by Guildbrook Road to the west and Providence Road
' to the east (Attachment A - Figures 1, 2a, and 2b). The Jefferson CIP is located within a portion
of the McAlpine Creek watershed. The purposes of this project are to address erosion and
flooding problems in a neighborhood setting, as well as enhance the natural benefits of the existing
' waterway. Problems will be addressed through a combination of pipe system upgrades and
replacements, pipe system outfall protection, and stream restoration. Environmental Services, Inc.
(ESI) has been contracted by Charlotte Storm Water Services (CSWS) to provide permitting
services for this project.
The results of the on-site field investigation conducted by ESI indicate that there are two
' jurisdictional stream channels (Stream A and Stream B) within the Jefferson CIP Phase I limits.
Both streams are Unnamed Tributaries (UT) to McAlpine Creek. Stream A enters the project
study area from an existing 36" corrugated metal pipe (CMP) between the residences at 1215
Brockton Lane and 7408 Folger Drive. Stream B enters the project study area directly east of the
residence at 5208 Guildbrook Road and represents the main channel to which Stream A flows
(Attachment A - Figure 3). On behalf of CSWS, ESI is submitting a Pre-Construction
' Notification application in accordance with Nationwide Permit (NWP) Numbers 3 and 27
(Attachment B).

Existing Conditions
7
I
Introduction
Phase I of the Jefferson CIP is located in the City of Charlotte, near the intersection of Providence
Road and Fairview Road in Mecklenburg County, North Carolina. The project is generally
bounded by Guildbrook Road to the west and Providence Road to the east (Attachment A -
Figures 1, 2a, and 2b). The Jefferson CIP is located within a portion of the McAlpine Creek
watershed. Two jurisdictional stream channels, both UTs to McAlpine Creek, are present within
the project site. Stream A consists of a deepened, straightened, and partially piped channel that
flows west between the residential parcels along Brockton Lane, Folger Drive, and Turnbridge
Road. Stream B is a second order UT to McAlpine Creek and flows south behind the residences
west of Guildbrook Road. The purposes of this project are to address erosion and flooding
problems in a neighborhood setting, as well as enhance the natural benefits of the existing
waterway. Problems will be addressed through a combination of pipe system upgrades and
replacements, pipe system outfall protection, and stream restoration. ESI has been contracted by
CSWS to provide permitting services for this project.
Current Land Use
The project study area and surrounding vicinity is comprised of residential land use. Mowed
lawns to the edge of stream banks were common in riparian areas. Vegetation associated with the
subject streams includes maintained lawns and fragmented natural areas with loblolly pine (Pinus
taeda), sweetgum (Liquidambar styraciflua), eastern red cedar (Juniperus virginiana), Chinese
privet (Ligustrum sinense), red maple (Acer rubrum), greenbrier (Smilax rotundifolia), multiflora
rose (Rosa mulitflora), and Japanese honeysuckle (Lonicera japonica).
According to the Soil Survey of Mecklenburg County (1980), on-site soils consist of Mecklenburg,
Monacan, and Wilkes (Attachment A - Figures 2a and 2b). These soil types range from somewhat
poorly drained to well drained.
Jurisdictional Determination
On June 19, 2006, ESI's Jeff Benton and Carrie Allison reviewed the onsite jurisdictional waters
of the U.S., as defined by the U.S. Army Corps of Engineers (USACE), utilizing the Routine
Onsite Determination Method. This method is defined in the 1987 Corps of Engineers Wetlands
Delineation Manual (Environmental Laboratory, 1987). Based on this approach, there are no
jurisdictional wetland areas within the project study area. A Routine Onsite Data Form
representative of onsite 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) and USACE guidance. The results of the on-site field investigation
conducted by ESI indicate that there are two jurisdictional stream channels (Stream A and Stream
B) within the Jefferson CIP Phase I limits. Both streams are UTs to McAlpine Creek. Stream A
enters the project study area from an existing 36" CMP between the residences at 1215 Brockton
Lane and 7408 Folger Drive. Stream B enters the project study area directly east of the residence
at 5208 Guildbrook Road and represents the main channel to which Stream A flows. A non-
2
' jurisdictional channel (Channel C) is also located within the project limits. Channel C is located
directly south of the residence at 1137 Turnbridge Road (Attachment A - Figure 3).
' McAlpine Creek is part of the Catawba River basin (HUC 03050103) (NCDWQ 03-08-34), is
classified as "Class C" waters by the NCDWQ (NCDWQ 2005), and is included on the North
' Carolina 303(d) Impaired Waters List (NCDWQ 2006). The Stream index number for McAlpine
Creek is 11-137-9. ESI is requesting written verification of the jurisdictional determination of
Streams A and B (Attachment D).
' Stream A, Stream B, and Channel C were evaluated using the NCDWQ Stream Classification
Form and USACE Stream Quality Assessment Worksheet (Attachment E). On the NCDWQ
' Stream Classification Form, a score of 19 is needed for the stream to be considered at least
intermittent in nature, and a score of 30 is needed for the stream to be considered perennial in
nature. The USACE Stream Quality Assessment Worksheet was developed as a guide for
' determining general stream quality using qualitative measures of flow, structure, aquatic habitat,
and aquatic life variables.
' At a point directly below the outfall of an existing 36" CMP between Brockton Lane and Folger
Drive, Stream A scored a 24 out of a possible 71 points on the NCDWQ stream classification form
and a 40 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet.
' Based on this information, we believe that the feature is an important, intermittent stream at this
point (Attachment E - SC1). At a point further downstream and directly below a concrete flume,
Stream A scored a 30.5 out of a possible 71 points on the NCDWQ stream classification form and
' a 37 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet. Based on
this information, we believe that the feature becomes an important, perennial stream at this point
(Attachment E - SC2). At a point directly west of the residence at 5316 Guildbrook Road, Stream
' B scored a 42.5 out of a possible 71 points on the NCDWQ stream classification form and a 63 out
of a possible 100 points on the USACE Stream Quality Assessment Worksheet. Based on this
information, we believe that this feature is an important, perennial stream (Attachment E - SC3).
' At a point approximately ten feet north of the project boundary, Channel C scored a 17 out of a
possible 71 points on the NCDWQ stream classification form, indicating that the feature is an
ephemeral drainage channel (Attachment E - SC4) (Attachment F - Photo Plate 5). At a large
' headcut located approximately 20 feet outside of the project limits, Channel C becomes a
jurisdictional intermittent stream.
' The NCDWQ Stream Classification Forms and USACE Stream Quality Assessment Worksheets
representative of Stream A, Stream B, and non jurisdictional Channel C have been included as
Attachment E. Representative photographs depicting the streams and on-site conditions are
' included as Attachment F.
Agency Correspondence
Cultural Resources
¦ ESI personnel visited the North Carolina Office of State Archaeology and the web site of The
National Park Service on July 5, 2006, to review the archaeological site files in order to determine
' the presence of any areas of architectural, historic, or archaeological significance that would be
affected by the project. No recorded archaeological sites or National Register listed properties are
located within 0.5-mile of the project study area.
Protected Species
ESI personnel visited the North Carolina Natural Heritage Program (NCNHP) offices on July 5,
2006 to determine the presence of any federally-listed species or designated critical habitat located
within the project vicinity. Based on the review of NCNHP records, no federally listed species or
designated critical habitats are located within 1 mile of the project study area.
Purpose and Need for the Project
The purposes of this project are to address erosion and flooding problems in a neighborhood
setting, as well as enhance the natural benefits of the existing waterway. Problems will be
addressed through a combination of pipe system upgrades and replacements, pipe system outfall
protection, and stream restoration. Improvements will be achieved by; 1) stream restoration, 2)
Class I rip rap outfall structures and Class I stone where needed, and 3) CMP and RCP pipe system
replacements and upgrades. Residents living within the project study area have expressed
numerous complaints regarding erosion, channel obstruction, and flooding (Attachment G). When
the neighborhood was developed, Stream A was channelized to follow the back property lines
between Brockton Lane and Folger Drive. When investigated by CSWS in 2002, the existing
channel was found to consist of silted-in rip rap and in some locations, a concrete flume. Upsizing
of storm drain pipes upstream of this channel to alleviate road and house flooding, as well as
numerous drainage complaints requesting repair of the channel, resulted in plans being prepared to
restore the drainage channel to adequate capacity for design flows and restore the rip rap to a
stable condition. There is a point along the channel where the original rip rap and concrete
stopped, and from that approximate location extending downstream, restoration techniques are
being proposed to improve the channel. This project is intended to address resident's concerns in a
manner which benefits both the residential and natural community.
Avoidance and Minimization
Impacts to on-site jurisdictional waters have been minimized to the maximum extent practicable.
Pipe extensions are only being performed in two areas, one of which is necessary to keep outlet
flow properly aligned with. the existing outlet channel (Attachment F - Photo Plate 4). The other
area of pipe extension is necessary to prevent interference with an existing utility pole. All
measures are being implemented in order to enhance storm water conveyance (i.e., reduce
flooding), stream bank stability, stream channel geometry, adjacent properties, and habitat
resources (both aquatic and terrestrial). The proposed on-site stream restoration will utilize
Natural Channel Design principles, creating approximately 21 linear feet (If) of new channel and
aquatic habitat, as well as a permanent 30 ft (total width) easement and vegetated buffer. The
proposed site plans were also designed to avoid impacts to the jurisdictional. stream segment
located just downstream of non jurisdictional Channel C. In addition, all proper sediment and
erosion control measures will be implemented to avoid adverse impacts downstream during the
construction process.
4
Proposed Impacts to Jurisdictional Waters
Proposed impacts to Stream A will consist of approximately 462 if of stream restoration (NWP
27), approximately 193 if of Class I rip-rap installation below an existing 36" CMP outfall (NWP
3), upgrade and extension of an existing 48" RCP with a 54" RCP for approximately 32 if at the
outlet (NWP 3), approximately 32 if of Class I rip-rap apron installation below a 54" RCP outfall,
and upgrade and extension of an existing 48" RCP with a 5'x 3' RCBC for approximately 7 if at
the inlet (NWP 3) (Attachment H). On behalf of CSWS, ESI is submitting a Pre-Construction
Notification application with attachments in accordance with Nationwide Permit Numbers 3 and
27 (Attachment B).
Table 1. Summary of Proposed Impacts
Jurisdictional NWP Plan Sheet
Area Activity Impacts No No(s).
Attachment
Stream A SR-4 (Details
(important, Stream Restoration :1,4621f 27 SR-1 to SR-3)
perennial)
Stream A Install Class I rip-rap
"
SR-5 (Cross
(important, below existing 36 ±203 if * 3 Sections SR-6)
intermittent CMP outfall
Stream A Upgrade and extend
(important, existing 48" RCP with ±321f 3 5
perennial) 54" RCP at outlet
Stream A Install 32 if Class I rip-
(important, rap apron below 54" ±321f 3 5
perennial) RCP outfall
Stream A Upgrade and extend
(important, existing 48" RCP with ±71f 3 5
perennial) Y x 3' RCBC at inlet

TOTALS ±462 If (NWP 27)
±274 If (NWP 3
Please note that this impact total does not include rip-rap to be installed within a segment of channel that currently consists of a
concrete flume (concrete flume will be removed and replaced with rip-rap).
Compensatory Mitigation
ESI believes that this project is self mitigating given the water quality improvements that will
result from construction of this project.
T.TH
5
References
Environmental Laboratory. 1987. US Army Corps of Engineers Wetlands Delineation Manual,
Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg,
Mississippi.
NC Division of Water Quality (NCDWQ). 2005. Basinwide Information Management System
(BIMS): Stream Classification. http://h2o.enr.state.nc.us/bims/. Downloaded April 2006.
NC Division of Water Quality (NCDWQ). 2006. Draft 303(d) List.
http://h2o.enr.state.nc.us/tmdl/documents/2006303dListPublieReviewDraft.pdf. Downloaded
April 2006.
US Department of Agriculture. 1980. Soil Survey of Mecklenburg County, North Carolina.
US Geological Survey. 1974. Hydrologic Unit Map, State of North Carolina.
6
ATTACHMENT A
Figures 1- 3

7

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4,
Source: USGS Digital Raster Graphics, s 3 f'O
WeddingtJn Quadrangle, 1988. t ° ;f t• y 3 Lr • ;?" e
GCS: NC State Plane NAD83, FIPS 3200 '' - ,, •? ' f 4 , - +?F ? r
Disclaimer. Irdormatlon represented on his map was derived i Y4'- a a
*am secondary data scarves rid is to to used for yenenl :.pk'OV1 Cfl i r 1 n- t `
pianningpurposesorly.No vwmntiaorrepresentatbnsaf
aeeu eywo xpressedorimpiied• '<3 + Y,1•t 1 r \ A s? 3 _ 41

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- ?'
ceoz? DSL NAME, FULLNAME
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0Ap9 Appling sandy loam
L2A Appling sandy loam
\ WkB R 7" 0CeB2, Cecil sandy day loam
OCeD2, Cecil sandy clay loam
OCuB, Cedl•Urban land complex
L2CuD, Cedt-Urban land complex
_ MkB GDaB, Davidson sandy clay loam
" e V4 E ; ODaD, Davidson sandy clay loam
t wtcD wkD , DaE, Davidson sandy clay loam
K =nB, Enon sandy loam
vz"
=EnD, Enon sandy loam
CeB2 UGeB2, Georgeville slaty sit loam
ILL o Ere 1MGeD2, Georgevlle slaty silt loam
MkB C3GoB, Goldston silty clay loam
I , =GoD, Goldston silty clay loam
to
?CeD.. \? „ • y `.,, , D I=HeB, Helena sandy loam
13HuB, Helena-Urban land complex
01rA, Iredeil fine sandy loam
--WkB r? w "„ !"' - • ,} ry =Ir6, Iredell fine sandy loam %
C31uB, Iredell-Urban land complex
E3LgB, Lignum gravely sift loam
UMO, Monacan soils
- V F E ?4: • - fr ?`. -
fMS,MonacansoitsandArents
?VkB WkD: MeB G3MeB,Mecklenburg line sandy loam
Q Project Boundary GIMeD,Mecklenburg fine sandy loam
MMkB, Mecklenburg-Urban land complex
Streams CEP63, Pacoletlldorthents complex
Roads -wuD ?--? CeB2; ceD2 oPaE Pacoletsandy loam
? L:2PaF, Pacofetsandy loam
C3K Pits
0 500 1,000 MkBL- . ., CUF CRUL. Udorthents, loamy
e' MUO, Udotther/s, sanitary landfill
' j 13Ur, Urban land
Feet
feet OVaB, Vance sandy loam
t inch equals j 1.+i e OVaD, Vance sandy loam
Sources: NRCS Soil Survey, !. / Cep, ]WkB, Wilkes loam
MecklenburgCounty1980. x - / f VykD,Wilkesloam
GCS: NC State Plane NAD83, FIPS3200 ®WkE, Wilkes loam
Ds;dahm .. Infomgdon represented on his inap was derived Ce621} • "' (? _ 1. E]WkF, Wilkes loam
from seeonday data sources and is to be used for general V r D2 f ©WUD, Wilkes-Urban lard complex
pfanrengpurposesonty. Nox tiesorreprssentationsd / CeB2 mow
jJ
racy as expressed orirnplied. ?, Wager
accuracy
ENVIRONMENTAL /// Project: ET05005.02
SERVICES, INC. NRCS Soil Survey
gs0l-C Scuthem Pine Blvd. Jefferson CIP Phase I Date: Aug 2006
Chadode, NC 28273
QD523-7225 Dlwn/Chkd: MCS/JB
(7041) 523.7228 FAX Mecklenburg County, North Carolina
wwaeemiam/erltabsrvkeamm Figure: 2a
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Soils (Labeled)
Streams
Roads , WkD
%
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If 4 ? 1? ?. ? ? ? ? 3 R? .F
Feet'' f i_. ?'' L •? # r. `(?
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Sources: NRCS Soil Survey,
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GCS: NC State Plane NAD83, FIPS 3200
_w. ,Mrr,,wkE''w.r
Disclaimer: Intlnnation represented on this map was derived - ' t ,
R,
tom secondary data sources and is to be used for general
t ?, ., Ilie62
planringpurposes ony. No warrantiesormpreeenationsof of
accuracy am expressed or implied. { _ .:?' *Ik'f.,l ' "emu l,? r.
W_ k_
ENVIRONMENTAL Project: ET05005.02
SERVICES, INC. NRCS Soil Survey
"01•C Southem fine Blvd. Jefferson CIP Phase I Date: Aug 2006
Chadotle, NO 28273
t(i0 isn7723FAX Mecklenburg County, North Carolina Dr
Figure: : MCS/JB
re: 2b
Note: Jurisdictional waters of the US were Investigated by
Envrlonmerdal SeMces, Inc. (ES), on 19 June 2006.
JursidictIorlal areas have not been delineated nor verified by
the US Army Corps of Engineers.
SC1
SC3
QJD

Stream B
Important, Perennial
0
Stream A
Important, Intermittent
Stream A
Important, Perennial
Channel C
Ephemeral
SC4
10
0 150 300
Feet
1 Inch equals 300 feet
sources: GIS Layers provided by
Mecklenburg County Land Use
and Environmental Services, Inc. (2006)
GCS: NC State Plane NA )W, FIPS 3200
Disdonw. Inbrmatim represented w Nis map was derived
som secondary data sources and is to be used far general
11 planting purposes call. No wrrantin or representations d
rmrary are expressed orimplied.
F;1 Photo Documentation
?v Point
A SC points
Q JD point
Q Project Boundary
® Pipe Systems
Q Lake
Perennial Stream
---- Intermittent Stream
..... Ephemeral Channel
Roads
ENVIRONMENTAL Project: ET05005.02
SERVICES, INC. Approximate Jurisdictional Boundary Field Map
9,91-CSWNem fne9wa Jefferson CIP Phase I Date: Aug 2006
Chadotb. NC 38273
(704) 523-77225 FAX Mecklenburg County, North Carolina Figure: : Dr MCS/JB
®?,Ew
wwwsmsaurredarreMosamm re:
,u3eoGm%PmieelsWlimeChadETr20051Er0590519021GISYrocMO v5lmrd. 08/112008.9:00 am
ATTACHMENT B
Pre-Construction Notification Form
Nationwide Permit Numbers 3 and 27
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 2 0 0 6 1 3 2 8
(If anv particular item is not annlicable to this nroiect. please enter "Not Annlicable" or "NA".)
' I. Processing
1. Check all of the approval(s) requested for this project: L-LL ?' Ll?
Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit Numbers
' 3 and 27
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
' 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check Eliqwi R
\J D
II. Applicant Information AUG 1 6 2006
' 1. Owner/Applicant Information R - WATER QUALITY
Name: City of Charlotte Storm Water Services, Contact IsB8 1 9n5a1AT( PMMT,R BRANCH
' Mailing Address: 600 East Fourth Street
Charlotte, NC 28202
Telephone Number: [phone] Fax Number: [phone]
' E-mail Address: ihinsongci.charlotte.nc.us
2. Agent/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:
Company Affiliation:
' Mailing Address:
Telephone Number: Fax Number:
' E-mail Address:
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Jefferson CIP Phase I
2. T.I.P. Project Number or State 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): Old Farm
Directions to site (include road numbers, landmarks, etc.): Heading south on HWY 16
(Providence Road) in Charlotte, cross over HWY 51 (Fairview Road). Continue traveling
south for approximately one mile, then take a left onto Brockton Lane. The project study
area is located along Brockton Lane, Guildbrook Road, Turnbridge Road, and Folger Drive.
5. Site coordinates, if available (UTM or Lat/Long): 35° 08' 24"N, 80° 47' 13"W
(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).
f 6. Property size (acres): ±47 acres
7. Nearest body of water (stream/river/sound/ocean/lake): McAlpine Creek
' 8. River Basin: Catawba (HUC 03050103) (NCDWO 03-08-34) (SIN#: 11-137-9)
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
' at the time of this application: Two jurisdictional stream channels (Streams A and B) are
present within the Jefferson CIP Phase I limits. Both streams are UTs to McAlpine Creek.
Stream A consists of a deepened, straightened, and partially piped channel that enters the
I
s
i
i
i
i
i
IV.
roiect studv area from an existina 36" CMP between the residences at 1215 Brockton Lane
and 7408 Folger Drive. Stream B is a second order UT to McAlpine Creek that enters the
project study area directly east of the residence at 5208 Guildbrook Road and represents the
main channel to which Stream A flows. The project study area and surrounding vicinity
consists primarily of residential land use.
10. Describe the overall project in detail, including the type of equipment to be used: Flooding
and erosion problems within this residential area will be addressed through a combination of
pipe system upgrades and replacements, pipe system outfall protection, and stream
restoration. A trackhoe, in addition to other typical excavation equipment will be used for
this project.
11. Explain the purpose of the proposed work: The purposes of this project are to address
erosion and flooding?yroblems in a neighborhood setting, as well as enhance the natural
benefits of the existing waterway. Problems will be addressed through a combination of pipe
system upgrades and replacements, pipe system outfall protection, and stream restoration.
Improvements will be achieved by-, 1) stream restoration, 2) Class I rip rap outfall structures
and Class I stone where needed, and 3) CMP and RCP pipe system replacements and
upgrades. Residents living within the project study area have expressed numerous
complaints regarding erosion, channel obstruction, and flooding. When the neighborhood
was developed, Stream A was channelized to follow the back property lines between
Brockton Lane and Folger Drive. When investigated by CSWS in 2002, the existing channel
was found to consist of silted-in rip rap and in some locations, a concrete flume. Upsizing of
storm drain pipes upstream of this channel to alleviate road and house flooding, as well as
numerous drainage complaints requesting repair of the channel, resulted in plans being
prepared to restore the drainage channel to adequate capacity for design flows and restore the
rip rap to a stable condition. There is a point along the channel where the original rip rap and
concrete stopped, and from that approximate location extending downstream, restoration
techniques are being proposed to improve the channel. This project is intended to address
resident's concerns in a manner which benefits both the residential and natural community.
Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A

V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Phases II and III of the Jefferson CIP are currently under design. These additional phases will
address erosion and flooding problems in areas adjacent to this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
t 1. Provide a written description of the proposed impacts:
Proposed impacts to Stream A will consist of approximately 462 if of stream restoration (NWP
27), approximately 193 if of Class I rip-rap installation below an existing 36" CMP outfall (NWP
' 3) upgrade and extension of an existing 48" RCP with a 54" RCP for approximately 32 if at the
outlet (NWP 3), approximately 32 if of Class I rip-rap apron installation below a 54" RCP
outfall, and upgrade and extension of an existing` 48" RCP with a 5' x 3' RCBC for
approximately 71f at the inlet (NWP 3).

F

u
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (es/no) (linear feet)

N/A
* List each impact separately and identify 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://-,4rww.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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
1

1 3. Individually list all intermittent and perennial stream impacts below:
n
n
t

s
Stream Impact Length of Average Width of Perennial or
Site Number Type of Impact* Impact Stream Name** Stream Before Intermittent?
(indicate on ma) (linear feet) Impact (please seci )
Stream A Stream Restoration ±4621f ' UT to McAlpine ±5 feet Perennial
(Sheet SR-4) Creek
Stream A Install Class I rip- UT to McAlpine
(Sheet SR-5) rap below existing
" ±203 if Creek ±3 feet Intermittent
36
CMP outfall
Upgrade and extend
Stream A existing 48" RCP
±32 If UT to McAlpine
±5 feet
Perennial
(Sheet 5) with 54" RCP at the Creek
outlet
Stream A Install Class I rip- UT to McAlpine
(Sheet 5) rap apron below 54" ±32 If Creek ±5 feet Perennial
RCP outfall
Upgrade and extend
Stream A existing 48" RCP
±? If UT to McAlpine
±5 feet
Perennial
(Sheet 5) with 5'x 3' RCBC at Creek
inlet
* 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
ww'v.usas.aov. Several intemet 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: ±736 if ±462 if in stream
' restoration)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
' Ocean and any other water of the U.S.) below:

Open Water Impact Area of Name Waterbody Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) 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.
' 5. 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
' VIL Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
' site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
' Impacts to on-site jurisdictional waters have been minimized to the maximum extent practicable.
Pipe extensions are only being performed in two areas, one of which is necessary to keep outlet
flow properly aligned with the existing outlet channel. The other area of pipe extension is
' necessary prevent interference with an existing utility pole. All measures are being,
implemented in order to enhance storm water conveyance i.e., reduce flooding), stream bank
stability, stream channel geometry, adjacent properties, and habitat resources (both aquatic and
' terrestrial). The proposed on-site stream restoration will utilize Natural Channel Design
principles, creating approximately 21 if of new channel and aquatic habitat, as well as a
permanent 30 ft (total width) easement and vegetated buffer. The proposed site plans were also
' designed to avoid impacts to the jurisdictional stream segment located just downstream of non-
jurisdictional Channel C. In addition, all proper sediment and erosion control measures will be
implemented to avoid adverse impacts downstream during the construction process.
VIII. Mitigation
' 1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
' a separate sheet if more space is needed.
ESI believes that this project is self mitigating given the water quality improvements that will
' result from construction of this project. 4h --- -, ' is `'01: ' the
". @f?SE}-}#} t;r rPCnnrces ac a racnlt of thin cxrnr?r to o?rn edit. ?' T.}A
' 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
' to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/=/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
Amount of Riparian wetland mitigation requested (acres): N/A
' Amount of Non-riparian wetland mitigation requested (acres): N/A
'
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No F]
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 El No
3. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)

r

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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes E] 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
(s uare feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular fiom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Amount of Coastal wetland mitigation requested (acres): N/A

i
i
i
i
i
i
MI.
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
Stormwater (required by DWQ)
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.
Sewage Disposal (required by DWQ)
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.
N/A
XIII. Violations (required by DWQ)
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
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 following the receipt of the appropriate permits.

- -- vi o C
Ap ant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
ATTACHMENT C
Routine On-Site Data Form

i
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 CE Wetlands Delineation Manual)
Project/Site: Jefferson CIP - Jurisdictional Determination Date: 6/19/06
Applicant/Owner: Charlotte Stormwater Services County: Mecklenburg
Investigator: Environmental Services, Inc. State: NC
Do normal circumstances exist on the site? Fa Yes No Community ID: mixed pine/hardwood
Is the site significantly disturbed (atypical situation)? ? Yes No Transect ID: n/a
Is the area a potential problem area (If needed, explain)? Plot ID: upland
? Yes [-.;] No

VEGETATION
DOMINANT STRATUM INDICATOR DOMINANT STRATUM INDICATOR
PLANT SPECIES PLANT SPECIES
1. loblolly pine tree FAC 7. wild onion herb FACU-
Pinus taeda Allium canadense
2. sweetgum tree FAC+ 8. wild strawberry herb FAC-
Li uidambar styraciflua Fragaria virginiana
3. eastern red cedar shrub FACU- 9. ebony spleenwort herb FACU
Juniperus virginiana Asplenium platyneuron
4. flowering dogwood shrub FACU 10. christmas fern herb FAC
Cornus florida Polystichum acrostichoides
5. Chinese privett shrub FAC 11. poison ivy vine FAC
Li ustrum sinense Toxicodendron radicans
6. american holly shrub FAC- 12. greenbrier vine FAC
Ilex o aca var. opaca Smilax rotundifolia
Percent of dominant species that are OBL, FACW, or FAC (Excluding FAC-): 33% Fac Neutral Test:
(includes FAC+ and wetter)
Remarks The hydrophytic vegetation criterion has not been met.
¦
HYDROLOGY
RECORDED DATA (DESCRIBE IN REMARKS): WETLAND HYDROLOGY INDICATORS
Primary Indicators:
? Stream, Lake, or Tide Gauge ? Inundated
? Aerial Photographs ? Saturated in Upper 12 Inches
? Other ? Water Marks
? Drift Lines
0 NO RECORDED DATA AVAILABLE ? Sediment Deposits
? Drainage Patterns in Wetlands
FIELD OBSERVATIONS Secondary Indicators (2 or more required):
? Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0" ? Water-Stained Leaves
? Local Soil Survey Data
Depth to Free Water in Pit: >18" ? FAC-Neutral Test
? Other (Explain in Remarks)
Depth to Saturated Soil: >12"
Remarks: The hydrologic criterion has not been met.
t
Cr)TT C
\L?P UNIT NAME (Series and Phase):
M=Yed as Mecklenburg Series DRAINAGE CLASS: well drained
TAXONOMY (SUBGROUP):
Chic Ha 'udalfs FIELD OBSERVATIONS: Confirm Mapped Type?
? Yes No
PROFILE DESCRIPTION
Dc^pih (inch:) Horizon Matrix Color
(Munsell Moist) Mottle Color
(Munsell Moist) Mottle
Abundance/Contrast Texture, Concretions,
Structure, etc.
0-7 5YR 3/4 sandy loam
-15 5YR 4/6 clay
15-18- 5YR 416 7.5YR 5/8 common distinct clay

HYDRIC SOIL INDICATORS:
? Histosol
? Concretions
Histic Epipedon -
?_ Hizh Organic Content in Surface Laver in Sandy Soils
u Reducing Conditions
LJ Aquic NSoi ure Regime
?? Sulfidic Odor
? Organic Streaking in Sandy Soils
? Listing on National Hydric Soils List
? Listed on State or Local Hydric Soils List
? Gleyed or Low Chroma
? Color
? Other (Explain in Remarks)
Remarks: The hcdric soil criterion has not been met.
tl'FTr a\r) nPTFR\11\TA 11C)NT
H; droph}tic Vegetation Present? ? Yes ? No Is this Sampling Point
Within a Wetland? ? Yes El No
Wetland H}-droloLyv Present? ? Yes ? No
H,,dric Soil Present? ? Yes El No
Remarks: Datapoint is non jurisdictional.
ATTACHMENT D
Request for Jurisdictional Determination Form
' REQUEST FOR JURISDICTIONAL DETERMINATION
i
' DATE: August 11, 2006
COUNTY Mecklenburg County, NC TOTAL ACREAGE OF TRACT ±47 acres
' PROJECT NAME (if applicable) Jefferson CIP Phase I
PROPERTY OWNER/APPLICANT (name, address and phone):
' Charlotte Storm Water Services
POC: Mr. Isaac Hinson at [phone]
600 East Fourth Street
' Charlotte, North Carolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
' Environmental Services Inc.
POC: Mr. Paul Petitgout at [phone]
9401-C Southern Pine Boulevard
' Charlotte, North Carolina 28273
STATUS OF PROJECT (check one):
' ( ) On-going site work for development purposes
(X) Project in planning stages
' (Type of project: NWP 3 & 27)
( ) No specific development planned at present
' ( ) Project already completed
ADDITIONAL INFORMATION REQUIRED:
' Check items submitted - forward as much information as is available. At a minimum, the following first
two items must be forwarded.
(X) USGS Site Location Map (Attachment A - Figure 1)
(X) NRCS Soil Survey (Attachment A - Figures 2a and 2b)
(X) Approximate Jurisdictional Boundary Field Map (Attachment A - Figure 3)
' (X) Pre-Construction Notification Application (Attachment B)
(X) Routine On-Site Data Form (Attachment C)
(X) Steam Classification Forms (Attachment E)
' (X) Representative Photographs (Attachment F)
(X) Agency Correspondence (Report)
(X) Other: Jefferson Phase I Drainage Complaints (Attachment G)
(X) Proposed Impacts (Attachment H)
' Signature of Prope Owner or Authorized Agent
Mr. Isaac Hinson
ATTACHMENT E
Stream Classification Forms
Norm L;aroiina uivision or water t.tuanry -stream loennncauon t-orm; version a..i atream N - ol- i
Date: 6/19/06 Project: Jefferson CIP Phase I Latitude: 35.1407°N
Evaluator: ESI Site: UT to McAlpine Creek (SC1) Longitude: 80.7861°W
Total points:
Streams are at least intermittent if 24 County: Mecklenburg Other: Charlotte East, NC Quad
>=19 or perennial if >=30.
A. Geomorphology subtotal = 11.5 Absent Weak Moderate Strong
1 *. Continuous bed and bank 00 01 G) 2 03
2. Sinuosity 00 (E) 1 02 03
3. In-channel structure: riffle pool sequence 00 01 (D 2 03
4. Soil texture or stream substrate sorting 00 01 Q 2 03
5. Active/relic floodplain 00 G) 1 02 03
6. Depositional bars or benches 00 (E) 1 02 03
7. Braided channel E) 0 01 02 03
8. Recent alluvial deposits 00 E) 1 02 03
9*. Natural levees 00 01 02 03
10. Headcuts (D 0 01 02 03
11. Grade controls 00 0 0.5 01 01.5
12. Natural valley and drainageway 00 00.5 Q 1 01.5
13. Second or greater order channel on existing USGS or NRCS
map or other documented evidence.
O No = 0
O Yes = 3
'Man-mace ditches are not rated, see discussions in manual
R Hvrirnlnnv cuhtntal = A
14. Groundwater flow/dischar a 00 1 02 03
15. Water in channel and >48 hrs since rain, or Water in channel
- dry or growing season
00
01
(E) 2
03
16. Leaflitter G) 1.5 01 00.5 00
17. Sediment on plants 00 G) 0.5 01 01.5
18. Organic debris lines or piles (wrack lines) 00 00.5 Q 1 01.5
19. Hydric soils (redoxomorphic features) present? (D No = 0 Q Yes= 1.5
C Rinlnew suhtntnl = R 5
20*. Fibrous roots in channel 03 t) 2 01 00
21*. Rooted plants in channel Q 3 02 01 00
22. Crayfish E) 0 00.5 01 01.5
23. Bivalves U O 01 02 03
24. Fish G) 0 00.5 01 01.5
25. Amphibians 00 G) 0.5 01 01.5
26. Macrobenthos (note diversity and abundance) 00 Q 0.5 01 01.5
27. Filamentous algae; periphyton 0 0 00.5 01 01.5
28. Iron oxidizing bacteria/fungus 00 E) 0.5 01 01.5
29*. Wetland plants in streambed 0 FAC 0 FACW 0 OBL 0 SAV Q Other
0.5 0.75 1.5 2.0 0
-items zu-n rocus on me presence or upiano piams, Rem Le rocuses on me presence or aquauc or weuanu pidi-
otes: This evaluation was performed on an approximate 100 ft reach directly below the
outfall of an existing 36" RCP between Brockton Lane and Folger Drive (Stream A -
SC1).
North Uarolina Uivision of Water Uuality - Stream Identitication Form; Version 6.1 stream H - JU/-
Date: 6/19/06 Project: Jefferson CIP Phase I Latitude: 35.1399°N
Evaluator: ESI Site: UT to McAlpine Creek (SC2) Longitude: 80.7870°W
Total points:
Streams are at least intermittent if County: Mecklenburg Other: Charlotte East, NC Quad
>=19 or erennial if>=30. 30.5
A. Geomorphology subtotal = 17 Absent Weak Moderate Strong
1 *. Continuous bed and bank 00 01 02 O 3
2. Sinuosity 00 01 02 03
I In-channel structure: riffle pool sequence 00 01 E) 2 03
4. Soil texture or stream substrate sorting 00 01 0 2 03
5. Active/relic floodplain 00 01 0 2 03
6. Depositional bars or benches 00 01 0 2 03
7. Braided channel Q 0 01 02 03
8. Recent alluvial deposits 00 01 02 03
9*. Natural levees 0 0 01 02 03
10. Headcuts 00 01 02 03
11. Grade controls 00 00.5 01 01.5
12. Natural valley and drainageway 00 00.5 0 1 01.5
13. Second or greater order channel on existing USGS or NRCS
map or other documented evidence.
Q No = 0
0 Yes = 3
-man-maae ancnes are not ratea; see aiscussions to manual
R_ Hvdrn1mv suhtntal = 7
14. Groundwater flow/discharge 00 C) 1 02 03
15. Water in channel and >48 hrs since rain, or Water in channel
- dry or growing season
00
01
(D 2
03
16. Leaflitter 01.5 01 00.5 00
17. Sediment on plants 00 00.5 01 01.
5
18. Organic debris lines or piles (wrack lines) 00 00.5 O 1 01.5
119. H dric soils (redoxomorphic features) present? 0 No = 0 Q Yes = 1.5
C. Rinlnnv suhtntal = 6 5
20*. Fibrous roots in channel 03 G) 2 01 00
21*. Rooted plants in channel 03 (D 2 01 00
22. Crayfish 0 0 00.5 01 01.5
23. Bivalves 00 01 02 03
24. Fish G) 0 00.5 01 01.5
25. Amphibians 00 G) 0.5 01 01.5
26. Macrobenthos (note diversity and abundance) 00 (D 0.5 01 01.5
27. Filamentous algae; periphyton 00 0 0.5 01 01.5
28. Iron oxidizing bacteria/fungus 00 G) 0.5 01 01.5
29*. Wetland plants in streambed G) FAC 0 FACW 0 OBL 0 SAV 0 Other
0.5 0.75 1.5 2.0 0
-items 20-29 torus on the presence of uptana plants, item zd focuses on me presence of aquatic or wenana plants
lotes: This evaluation was performed on an approximate 100 ft reach directly below a
concrete flume between Brockton Lane and Folger Drive (Stream A - SC2).
Noun carouna utvision or vvater uuanry -stream ioenTITICaTlon rorm; version J. i otream D - ot,J
Date: 6/19/06 Project: Jefferson CIP Phase I Latitude: 35.1396°N
Evaluator: ESI Site: UT to McAlpine Creek (SC3) Longitude: 80.7898°W
Total points:
Streams are at least intermittent if County: Mecklenburg Other: Charlotte East, NC Quad
>=19 or erennial if>=30. 42.5
A. Geomorphology subtotal = 24 Absent Weak Moderate Strong
1*. Continuous bed and bank 00 01 02 Q 3
2. Sinuosity 00 01 Q 2 03
3. In-channel structure: riffle pool sequence 00 01 02 Q 3
4. Soil texture or stream substrate sorting 00 01 02 03
5. Active/relic floodplain 00 01 (E) 2 03
6. Depositional bars or benches 00 01 Q 2 03
7. Braided channel 00 01 02 03
8. Recent alluvial deposits 00 01 02 03
9•. Natural levees 00 01 02 03
10. Headcuts 00 01 02 03
11. Grade controls 00 00.5 01 0 1.5
12. Natural valley and drainageway 0 005 01 (E) 1.5
13. Second or greater order channel on existing USGS or NRCS
map or other documented evidence.
[} No = 0
I
{ Yes = 3
i I
-rman-mace aacnes are not rates; see aiscussions in manual
R_ Hvrlrnlnnv cuhtntal = in
14. Groundwater flow/discharge 00 01 02 Q 3
15. Water in channel and >48 hrs since rain, or Water in channel
- dry or growing season
00
01
02
0 3
16. Leaflitter 01.5 Q 1 00.5 00
17. Sediment on plants 00 (E) 0.5 01 01.5
18. Organic debris lines or piles (wrack lines) 00 00.5 (E) 1 01.5
19. Hydric soils (redoxomorphic features) present? 0 No = 0 Q Yes= 1.5
C_ Rinlnnv suhtntal = A 5
20*. Fibrous roots in channel (E) 3 02 01 00
21 *. Rooted plants in channel 0 3 02 01 00
22. Crayfish (E) 0 00.5 01 01.5
23. Bivalves 0 0 01 02 03
24. Fish 00 G 0.5 01 01.5
25. Amphibians 00 (E) 0.5 01 01.5
26. Macrobenthos (note diversity and abundance) 00 0 0.5 01 01.5
27. Filamentous algae; periphyton 00 (D 0.5 01 01.5
28. Iron oxidizing bacteria/fungus 00 Q 0.5 01 01.5
29*. Wetland plants in streambed 0 FAC Q FACW 0 OBL 0 SAV (j) Other
0.5 0.75 1.5 2.0 0
`items 2u-Zn tocus on the presence or upiana plants, item z`J tocuses on the presence of aquatic or wenano prams
otes: This evaluation was performed on an approximate 100 ft reach directly west of the
residence at 5316 Guildbrook Road (Stream B - SC3).
Nortn GarOhna uivision of vvater uuaiity - Jtream loentiticatlon rorm; version 3.1 t nannel t, - J1?4
Date: 6/19/06 Project: Jefferson CIP Phase I Latitude: 35.1383°N
Evaluator: ESI Site: On-site drainage channel (SC4) Longitude: 80.7856°W
Total points:
Streams are at least intermittent if 17 County: Mecklenburg Other: Charlotte East, NC Quad
>=19 or rennial i1>=30.
A. Geomorphology subtotal = 9 Absent Weak Moderate Strong
1*. Continuous bed and bank 00 01 E) 2 03
2. Sinuosity 00 0 1 02 03
3. In-channel structure: riffle pool sequence 0 0 01 02 03
4. Soil texture or stream substrate sorting 00 0 1 02 03
5. Active/relic floodplain 00 0 1 02 03
6. Depositional bars or benches 00 0 1 02 03
7. Braided channel 0 0 01 02 03
8. Recent alluvial deposits 00 0 1 02 03
9*. Natural levees E) 0 01 02 03
10. Headcuts 00 0 1 02 03
11. Grade controls 00 0 0.5 01 01.5
12. Natural valley and drainageway 00 (D 0.5 01 01.5
13. Second or greater order channel on existing USGS or NRCS
map or other documented evidence.
No = 0
Yes = 3
Than-mane ancnes are not ratea; see alscussions in manual
R Hvrirninnv cuhtntgl = d
14. Groundwater flow/discharge 0 0 01 02 03
15. Water in channel and >48 hrs since rain, or Water in channel
- dry or growing season
E) 0
01
02
03
16. Leaflitter 01.5 O 1 00.5 00
17. Sediment on plants 00 Q 0.5 01 01.5
18. Organic debris lines or piles (wrack lines) 00 00.5 (E) 1 01.5
19. Hydric soils (redoxomorphic features) present? 0 No = 0 (] Yes = 1.5
C Rinlnnv suhtntni = d
20*. Fibrous roots in channel 03 02 Q 1 00
21 *. Rooted plants in channel 0 3 02 01 00
22. Crayfish 00 00.5 01 01.5
23. Bivalves G O 01 02 03
24. Fish 00 00.5 01 01.5
25. Amphibians 0 0 00.5 01 01.5
26. Macrobenthos (note diversity and abundance) E) 0 00.5 01 01.5
27. Filamentous algae; periphyton (E) 0 00.5 01 01.5
28. Iron oxidizing bacteria/fungus Q 0 00.5 01 01.5
29*. Wetland plants in streambed 0 FAC 0 FACW 0 OBL 0 SAV 0 Other
0.5 0.75 1.5 2.0 0
'Items 2o-21 focus on the presence of upiana plants, item za focuses on me presence or aquatic or weuano pianos
otes: This evaluation was performed on an approximate 50 ft reach of channel located
directly south of the residence at 1137 Turnbridge Road, at a point approximately 10
feet north of the project boundary (Channel C - SC4).
' USACE AID#
M
DWQ #,
Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
I Provide the following information for the stream reach under assessment:
1. Applicant's name: Charlotte Storm Water Services
3. Date of evaluation: June 19, 2006
5. Name of stream: UT to McAlpine Creek (Stream A)
7. Approximate drainage area: _pprox 32 acres
9. Length of reach evaluated: 100 feet
11. Site coordinates (if known): prefer in decimal degrees.
2. Evaluator's name: Environmental Services Inc.
4. Time of evaluation: 1:30 pm
6. River basin: Catawba
8. Stream order: 1"
10. County: Mecklenburg
12. Subdivision name (if any): Old Farm
Latitude (ex. 34.872312): 35.1407°N Longitude (ex. -77.556611): 80.7861 °W
Method location determined (circle): GPS o o Shee Ortho (Aerial) Photo/GIS Other GIS Other:
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): Heading
south on HWY 16 (Providence Road) in Charlotte, cross over HWY 51 (Fairview Road). Continue traveling south for approximately
one mile, then take a left onto Brockton Lane. The project study area is located along Brockton Lane, Guildbrook Road, Turnbridae
Road, and Folger Drive.
14. Proposed channel work (if any): Culvert pipe upgrades and stream restoration.
15. Recent weather conditions: No rainfall within last 48 hours.
16. Site conditions at time of visit: Slightly entrenched and channelized with minor undercutting along banks.
17. 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)
18. Is there a pond or lake located upstream of the evaluation point? YES ® If yes, estimate the water surface area: NIA
19. Does channel appear on USGS quad map? YES ® 20. Does channel appear on USDA Soil Survey? YES
I 21. Estimated watershed land use: 85 % Residential % Commercial % Industrial % Agricultural % Forested % Cleared / Logged 15 % Other (Inst)
22. Bankf ill width: Y 23. Bank height (from bed to top of bank): 2'
24. Channel slope down center of stream: 4 Flat (0 to 2%) Gentle (2 to 4%) Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Occasional bends Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic
cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section.
Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the
stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total
score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 40 Comments: This evaluation was performed on an approximate 100 ft reach
directly below the outfall of an existing 36" RCP between Brockton Lane and Folger Drive (Stream A - SCO.
Evaluator's Signature Date June 19, 2006
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 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 06/03. To Comment, please call
919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET I
CHARACTERISTICS ECOREGION POINT RANGE SCORE
Coastal Piedmont Mountain
4 I Presence of flow / persistent pools in stream 0-5 0-4 0-5 2
(no flow or saturation = 0; strong flow = max points)
2 l Evidence of past human alteration 0-6 0-5 0-5 1
( (extensive alteration = 0: no alteration = max points)
f j I Riparian zone 0-6 0-4 0-5 2
} (no buffer = 0: contiguous. wide buffer = max points)
4 f Evidence of nutrient or chemical discharges 0-5 0-4 0-4 4
(extensive discharges = 0: no discharges = max points)
?- ' 5( Groundwater discharge 0-5 0-4 0-4 1
:., (no discharge = 0. springs, seeps, wetlands, etc. = max points)

6 Presence of adjacent floodplain
0-4
0-4
0-2
1
(no floodplain = 0; extensive floodplain = max points)

7? Entrenchment / floodplain access
0-5
0-4
0-2
1
r (deeply entrenched = 0; frequent flooding = max points)
g Presence of adjacent wetlands 0-6 0-4 0-2 0
i I (no wetlands = 0; large adjacent wetlands = max points)
i
t 9 Channel sinuosity 0- 5 0- 4 0- 3 1
(extensive channelization = 0; natural meander = max points)
10 Sediment input 0-5 0-4 0-4 3
(extensive deposition= 0; little or no sediment = max points)
11 Size & diversity of channel bed substrate NA* 0-4 0-5 2
(fine, homogenous = 0; large, diverse sizes = max points)
Evidence of channel incision or widening
0-5
0-4
0-5
2
(deeply incised = 0; stable bed & banks = max points)
? Presence of major bank failures (severe erosion = 0; no erosion, 0
5 0-5 0-5 2
- 13 stable banks = max points) -

14 Root depth and density on banks
0-3
0-4
0-5
2
E?
(no visible roots = 0; dense roots throughout = max points)
Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
4
1? (substantial impact =0; no evidence = max points)
16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 3
(no riffles/ripples or pools = 0; well-developed = max points)
E I Habitat complexity
0-6
0-6
0-6
1
(little or no habitat = 0; frequent, varied habitats = max points)
22
Q
Ig Canopy coverage over streambed
0-5
0-5
0-5
3
(no shading vegetation = 0; continuous canopy = max points)

I9 Substrate embeddedness NA* 0-4 0-4 2
(deeply embedded = 0; loose structure = max)

20 Presence of stream invertebrates (see page 4)
0 - 4
0 - 5
0 - 5
1
(no evidence = 0; common, numerous types = max points)

v. I I I Presence of amphibians 0-4 0-4 0-4 1
O ( - 1 (no evidence = 0; common, numerous types = max points)

O f
?? Presence of fish
0-4
0-4
0-4
0
I
(no evidence = 0; common, numerous types = max points)
23 Evidence of wildlife use 0-6 0-5 0-5 1
(no evidence = 0; abundant evidence = max points)
1 Total Points Possible
I 100 100 100
TOTAL SCORE (also enter on first page) 40
I *These characteristics are not assessed in coastal streams
USACE AID#
M
DWQ#,
Site #
STREAM QUALITY ASSESSMENT WORKSHEET
on attached map)
Provide the following information for the stream reach under assessment:
1. Applicant's name: Charlotte Storm Water Services 2. Evaluator's name: Environmental Services Inc.
3. Date of evaluation: June 19, 2006

f

7

5. Name of stream: UT to McAlpine Creek (Stream A)
7. Approximate drainage area: approx 36.5 acres
9. Length of reach evaluated: 100 feet
11. Site coordinates (if known): prefer in decimal degrees.
4. Time of evaluation: 1:30 pm
6. River basin: Catawba
8. Stream order: I"
10. County: Mecklenburg
12. Subdivision name (if any): Old Farm
Latitude (ex. 34.872312): 35.1399°N Longitude (ex. -77.556611): 80.7870°W
Method location determined (circle): GPS o o Shee Ortho (Aerial) Photo/GIS Other GIS Other:
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): Heading
south on HWY 16 (Providence Road) in Charlotte, cross over HWY 51 (Fairview Road). Continue traveling south for approximately
one mile, then take a left onto Brockton Lane. The project study area is located along Brockton Lane, Guildbrook Road, Turnbridge
Road, and Folger Drive.
14. Proposed channel work (if any): Culvert pipe upgrades and stream restoration.
15. Recent weather conditions: No rainfall within last 48 hours.
16. Site conditions at time of visit: Slightlv entrenched and channelized with minor undercutting along banks.
17. 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)
18. Is there a pond or lake located upstream of the evaluation point? YES ® If yes, estimate the water surface area: N/A
19. Does channel appear on USGS quad map? YES ® 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 85 % Residential % Commercial % Industrial % Agricultural
% Forested % Cleared / Logged 15 % Other (Inst)
22. Bankfull width: 2.5' 23. Bank height (from bed to top of bank): T
24. Channel slope down center of stream: q Flat (0 to 2%) Gentle (2 to 4%) Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight J Occasional bends Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic
cannot; be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section.
Where; there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the
stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total
score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 42 Comments: This evaluation was performed on an approximate 100 ft reach
directly below a concrete flume between Brockton Lane and Folger Drive (Stream A - SC2).
Evaluator's Signature Date June 19, 2006
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 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 06/03. To Comment, please call
919-876-8441 x 26.
i
STREAM QUALITY ASSESSMENT WORKSHEET
CHARACTERISTICS ECOREGION POINT RANGE SCORE
Coastal Piedmont Mountain
I Presence of flow / persistent pools in stream 0-5 0-4 0-5 3
(no flow or saturation = 0; strong flow = max points)
i Evidence of past human alteration 0-6 0-5 0-5 1
i 2 (extensive alteration = 0: no alteration = max points)
Riparian zone 0-6 0-4 0-5 3
f ' (no buffer = 0: contiguous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 4
(extensive discharges = 0; no discharges = max points)
5 1 Groundwater discharge 0-5 0-4 0-4 1
(no discharge = 0: springs, seeps, wetlands, etc. = max points)
Presence of adjacent floodplain
6 1 0-4 0-4 0-2 1
(no fl oodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0 - 5
0 - 4
0 - 2
1
r f (deeply entrenched = 0; frequent flooding = max points)
1
8 Presence of adjacent wetlands
0 - 6
0 - 4
0 - 2
0
(no wetlands = 0; large adjacent wetlands = max points)
9 Channel sinuosity 0-5 0-4 0-3 2
(extensive channelization = 0; natural meander = max points)
10 I Sediment input 0-5 0-4 0-4 2
(extensive deposition= 0; little or no sediment = max points)
` 1 I Size & diversity of channel bed substrate NA* 0-4 0-5 4
III (fine, homogenous = 0; large, diverse sizes = max points)
12 ? Evidence of channel incision or widening 0-5 0-4 0-5 1
L (deeply incised = 0; stable bed & banks = max points)
Presence of major bank failures (severe erosion = 0; no erosion, 0-5 0-5 0-5 2
I3 stable banks = max points)
d
14 Root depth and density on banks
0-3
0-4
0-5
3
Ey
(no visible roots = 0; dense roots throughout = max points)
Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
4
15 (substantial impact =0; no evidence = mar points)
16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 3
(no riffles/ripples or pools = 0; well-developed = max points)
Q
1 Habitat complexity 0-6 0-6 0-6 1
(little or no habitat = 0; frequent, varied habitats = max points)
p
Q
18 Canopy coverage over streambed
0-5
0-5
0-5
3
w (no shading vegetation = 0; continuous canopy = max points)

14 Substrate embeddedness NA* 0-4 0-4 2
(deeply embedded = 0; loose structure = max)
'0 ( Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 0
` (no evidence = 0; common, numerous types = max points)

21 Presence of amphibians
0-4
0-4
0-4
0
Q (no evidence = 0; common, numerous types = max points)
rte.
,r
22 Presence of fish
0-4
0-4
0-4
0
(no evidence = 0; common, numerous types = max points)
} 23 ? Evidence of wildlife use 0-6 0-5 0-5 1
f (no evidence = 0: abundant evidence = max points)
i Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 42
*These characteristics are not assessed in coastal streams
USACE AID# DWQ # Site # (indicate on attached map) LAW
.,.,,
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Charlotte Storm Water Services 2. Evaluator's name: Environmental Services Inc.
3. Date of evaluation: June 19, 2006
5. Name of stream: UT to McAlpine Creek (Stream B)
7. Approximate drainage area: W12rox 1600 acres
9. Length of reach evaluated: 100 feet
11. Site coordinates (if known): prefer in decimal degrees.
4. Time of evaluation: 2:00 pm
6. River basin: Catawba
8. Stream order: 2nd
10. County: Mecklenburg
12. Subdivision name (if any): Old Farm
Latitude (ex. 34.872312): 35.1396°N Longitude (ex. -77.556611): 80.7898°W
Method location determined (circle): GPS o o Shee Ortho (Aerial) Photo/GIS Other GIS Other:
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): Heading
south on HWY 16 (Providence Road) in Charlotte, cross over HWY 51 (Fairview Road). Continue traveling south for approximately
one mile, then take a left onto Brockton Lane. The project study area is located along Brockton Lane, Guildbrook Road, Turnbridge
Road, and Folger Drive.
14. Proposed channel work (if any): N/A
15. Recent weather conditions: No rainfall within last 48 hours.
16. Site conditions at time of visit: Bedrock controlled channel with moderate flow.
17. 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)
18. Is there a pond or lake located upstream of the evaluation point? ES NO If yes, estimate the water surface area: 3.25 acres
19. Does channel appear on USGS quad map? ©E NO 20. Does channel appear on USDA Soil Survey? ES NO
' 21. Estimated watershed land use: 85 % Residential 10 % Commercial % Industrial % Agricultural
% Forested % Cleared / Logged 5 % Other (Govt/Inst)
22. Bankfull width: 15' 23. Bank height (from bed to top of bank): 4'
24. Channel slope down center of stream: q Flat (0 to 2%) Gentle (2 to 4%) Moderate (4 to 10%) Steep (> 10%)
25. Channel sinuosity: Straight Occasional bends Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic
cannabe evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section.
Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the
stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total
score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 63 Comments: This evaluation was performed on an approximate 100 ft reach
directly west of the residence at 5316 Guildbrook Road (Stream B - SC3).
Evaluator's Signature Date June 19, 2006
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 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 06/03. To Comment, please call
919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
1 CHARACTERISTICS ECOREGION POINT RANGE SCORE
Coastal Piedmont Mountain
1 Presence of flow / persistent pools in stream 0-5 0-4 0-5 4
(no flow or saturation = 0; strong flow = max points)
1 Evidence of past human alteration 0-6 0-5 0-5 3
3 2
I (extensive alteration = 0; no alteration = max points)
3 Riparian zone 0-6 0-4 0-5 2
(no buffer = 0; contiguous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 4
(extensive discharges = 0; no discharges = max oints)
> 5 Groundwater discharge 0-5 0-4 0-4 4
(no discharge = 0; springs. seeps. wetlands, etc. = max points)
Presence of adjacent floodplain 0-4 0-4 0-2 2
6 (no flaodplain = 0; extensive floodplain = max points)
< ! Entrenchment / floodplain access
:
0-5
0-4
0-2
2
. 7
?f ( (deeply entrenched = 0; frequent flooding = max points)
g Presence of adjacent wetlands 0-6 0-4 0-2 0
I (no ??etlands = 0; large adjacent wetlands = max points)
l
9 Channel sinuosity 0-5 0-4 0-3 2
(extensive channelization = 0; natural meander = max points)
10 Sediment input 0-5 0-4 0-4 3
(extensive deposition= 0; little or no sediment = mat points)
I I Size & diversity of channel bed substrate NA* 0-4 0-5 4
1 (fine, homogenous = 0; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0-5 0-4 0-5 2
(deeply incised = 0; stable bed & banks = max points)
Presence of major bank failures (severe erosion = 0; no erosion, 0-5 0-5 0-5 2
..7 13 ( stable banks = max points)
Root depth and density on banks
0-3
0-4
0-5
3
'r 14 I
(no visible roots = 0; dense roots throughout = max points)

15 Impact by agriculture, livestock, or timber production

0-5

0-4

0-5

4
(substantial impact =0; no evidence = max points)
16 i Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 3
(no rifflesiripples or pools = 0; well-developed = max points)

1 Habitat complexity 0-6 0-6 0-6 3
(little or no habitat = 0; frequent, varied habitats = max points)
p
18 Canopy coverage over streambed
0-5
0-5
0-5
2
(no shading vegetation = 0; continuous canopy = max points)
19 Substrate embeddedness NA* 0-4 0-4 3
(deeply embedded = 0; loose structure = max)
? Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 3
0 I
(no evidence = 0; common, numerous types = max points)
1 Presence of amphibians 0-4 0-4 0-4 3
(no evidence = 0; common, numerous types = max points)

?.
22 Presence of fish
0-4
0-4
0-4
2
(no evidence = 0; common, numerous types = max points)
., 23 Evidence of wildlife use 0-6 0-5 0-5 3
(no evidence = 0; abundant evidence = mat points)
( Total Points Possible
f 100 100 100
TOTAL SCORE (also enter on first page) 63
' `These characteristics are not assessed in coastal streams
ATTACHMENT F
Representative Photographs
I
Y?
_S
r...f
T
Photo 1: View of Stream A as it enters the project study area from an existing 36 inch CMP
between the residences at 1215 Brockton Lane and 7408 Folger Drive.
?qt? if1 !'

ENVIRONMENTAL Project: ET05005.02
SERVICES, INC. Site Photographs
9401-C South- ?oe8oulevari] Jefferson CIP Phase I Date: Aug 2006
Charlotte, North Carolina 2h273
[phone] Mecklenburg County, North Carolina Drwn/Chkd: JMB/SPP
[phone] Fax
a,?,•, Photo Plate: 1
www_anvbonmonlnlservicesino cool
' 10500502ipho;oplatet cdt
Photo 2: View of Stream A below the pipe system outfall, looking downstream.
i
i
i
i
i
i
i

•,•S?i1
rµ
-'•f
w ..
Photo 3 View of the concrete reach of Stream A to be replaced with rip-rap (no new impact).
•tl r
ENVIRONMENTAL
SERVICES, INC.
5401-C Soulhem Pine Boulevard
Chadotte, North Carolina 28273
[phone]
[phone] Pax
. en won m onl alse rvrc;esinc. corn
?Y ; l 4
I
'l s X
Site Photographs
Jefferson CIP Phase 1
Mecklenburg County, North Carolina
Project: ET05005.02
Date: Aug 2006
Drwn/Chkd: JMB/SPP
Photo Plate: 2
E T05005.02phoWlate2.cdr
Photo 4: View of the perennial break in Stream A, directly below the concrete reach.
EWIRONMENTAL Project: ET05005.02
SERVICES, INC. Site Photographs
9401-CS.Wh-,P-B-1-r° Jefferson CIP Phase I Date: Aug 2006
Ch.11-. N.hh Carolina 28273
[phone] Mecklenburg County, North Carolina Drwn/Chkd: JMB/SPP
1704)523-7220 Fax
n
www. environmenlnfseivrcesinc. com Photo Plate: 3
Photo 5: View of the proposed restoration reach of Stream A.
Photo 6: View of Stream Ajust before it enters into a pipe system under Guildbrook Road.
s,

Photo 7: View of Stream A as it exits a pipe system (proposed to be extended) under Guildbrook
Road.

f3 a, f
A
Photo 8: View of Stream B just below the confluence with Stream A.
ENVIRONMENTAL Project: ET05005.02
SERVICES, INC. Site Photographs
540'-CSoulhen PineBoulevenl Jefferson CIP Phase I Date: Aug 2006
ChnAone. Yorth C..fi-28273
0°4)523-225 Mecklenburg County, North Carolina DrwnlChkd: JMB/SPP
(704)523-77226 F- Photo Plate: 4
w nvironmaNnlsarviceslnacom
1 4 1 - - '

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?' ' T ?•
ti
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'-$,'^!6 Im'r 1^t
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1 J,€ilA, 12
1

Phutu ?j: View of non-jurisdictional Channel C as it exits a pipe system under Turn bridge Road.
? ro
IF s.
Photo 10: View of non-jurisdictional Channel C at a point approximately ten feet north of the
project boundary (SC4).
ENVIRONMENTAL Project: ET05005.02
SERVICES.INC• Site Photographs
Date
e, Norh m?ine Carolina Boulevard 28273 Jefferson CIP Phase I : Aug 2006
Chad. u Nor,hano
(70"'523-7225 Mecklenburg County, North Carolina Drwn/Chkd: JMB/SPP
(704) 5237225 Fax
www.anuronmenfalserviceslnc.cpn Photo Plate: 5
ATTACHMENT G
Jefferson Phase I Drainage Complaints

Jefferson Phase 1 Drainage Complaints

Daisle , Susan
1336 Brockton Lane Can garden on Guildbrook be
saved?
1st Public Meeting
Proctor William P 1215 Brockton Ln Flooding Blocked creek causing flooding. 336-Rain
1223 Brockton Ln Backyard Questionnaires
1237 Brockton Ln Backyard Questionnaires

Edmonds Joseph M
1329 Brockton Ln
Erosion Channel suffering from heavy
vegetation and erosion causing
336-Rain
1331 Brockton Ln Questionnaires

1215 Brocton Ln
Behind House Drain backs up and runs down
drivewa
Questionnaires
1235 E. Barden Rd Rear of prop. Questionnaires

1412 E. Barden Rd

Back and The storm drains from
Farmland dump directly into
backyard and cause flooding

Questionnaires

Jennings Jc
1401 East Barden Rd
Erosion Erosion throughout channel. Minor
blockages.
336-Rain

Brackett Charles W

1411 East Barden Rd

Erosion Channel has erosion and overgrowth
throughout. Several trees are being
undermined

336-Rain
Tolman James P 1412 East Barden Rd Flooding Flooding in back and 336-Rain

Medlin Ho
1414 East Barden Rd
Blockage Severe erosion along creek.
Channel blocka e. Sl.ndin water.
336-Rain

Trabelsi Mohamed
1509 East Barden Rd
Blockage Channel erosion throughout with
blockages
336-Rain
Proctor Bennett J 6510 Fol er Dr Blockage Flooding in backyard due to 336-Rain

Sawyer Clyde L
6541 Fol er Dr
Erosion Yard eroding b/c of runoff from other
yards.
336-Rain

Creasman John T
6549 Fol er Dr
Storm Water Other Carport collects water due to blowout
of slab inlet.
336-Rain

Fsrin Murray
6721 Fof er Dr
Erosion Channel erosion, growth over
drainage ditch
336-Rain
Marcus David A 6731 Fol er Dr Erosion Channel has erosion. Some 336-Rain

Hatle Betty T
6901 Fol er Dr
Floodin Erosion due to debris in channel.
Also floodin b/c channel is too
336-Rain
Lubbers Frank 6953 Fol er Dr Flooding Ditch too shallow causin Floodin . 336-Rain
Kartsonis Pete 6979 Fol er Dr Erosion Severe channel erosion in back 336-Rain

Lindsey Roger
7001 Fol er Dr
Erosion Standing water and erosion in creek
on property
336-Rain
Welfare John S au h 7201 Fol er Dr Flooding Erosion and flooding tail ditching. 336-Rain

Welfare John Spau h

7201 Fol er Dr

Floodin RCP discharges in backside yard.
Silt slowing water flow in ditch
causing flooding.

336-Rain
7424 Fol er Dr Backyard Questionnaires

Kirkland Walter fir
7424 Fol er Dr
Flooding Channel too shallow causing erosion
and and flooding.
336-Rain
7500 Fol er Dr Backyard Questionnaires
Gras Susan 7500 Fol er Dr Flooding Flooding and erosion in back and 336-Rain

7508 Fol er Dr Along side of
creek
Lots of land lost due to runoff
Questionnaires

Williams David M
7508 Foi er Dr
Flooding Flooding, blockage, erosion in
backyard.
336-Rain
Wlliams, Pat 7508 Fol er Drive Erosion Erosion caused b runoff. 1st Public Meeting
5216 Guildbrook Rd Rear of prop. Questionnaires
Newsome Ton D 5424 Guildbrook Rd Flooding Runoff entering driveway. 336-Rain

5434 Guildbrook Rd
Drivewa Driveway and retaining wall
roblems from water flow
Questionnaires

Hynes Dale E

5434 Guildbrook Rd

Blockage Trees and debris blocking creek
causing creek to erode and sewer
lines to break.

336-Rain
Halley, Robert 5225 Guildbrook Road 1st Public Meeting

Naho , Dot
5308 Guildbrook Road Concerned about culvert/ditch
between 5308 and 5316 Guildbrook
1st Public Meetin

Deese William Max
1123 Tunbridge Rd
Erosion i t u -up in itch line causing
slow water flow and minor erosion.
336-Rain
ATTACHMENT H
Proposed Impacts
(Plan Set)
ENVIRONMENTAL SERVICES, INC.
9401-C SOUTHERN PINE BOULEVARD
CHARLOTTE. NORTH CAROLINA 28273
704-523-7225 • FAX [phone]
www.environmentalservicesinc.com
20061328
August 11, 2006
J[q(r-z1@flW' Division of Water Quality
401/Wetlands Unit "UUU'J
Attention: Ms. Cyndi Karoly AUG X 6 2006
2321 Crabtree Boulevard ociVR WATcR
Raleigh, NC, 27699-16506SMosrA?BICH
RE: Jefferson CIP Phase I
Environmental Permitting Document (NWP 3 and 27) " r
City of Charlotte Storm Water Services Department
Charlotte, Mecklenburg County, North Carolina
Dear Ms. Karoly:
On behalf of the City of Charlotte Stormwater Services Department (CSWS),
Environmental Services, Inc. (ESI) is pleased to provide you with seven copies of the
final environmental permitting document for the aforementioned project. Should you
have any questions regarding this project, please contact the permiee:
Mr. Isaac Hinson
Charlotte Storm Water Services
600 East Fourth Street
Charlotte, NC 28202-2844
Phone: [phone]
Fax: [phone]
Email: ihinsonnci.charlotte.nc.us.
In advance, we certainly appreciate your prompt review of the environmental
documentation provided, and we look forward to hearing from you soon regarding this
project.
Sincerely yours,
ENVIRONMENTAL SERVICES, INC.
S. Paul Petitgout
Vice President
Enclosures
JACKSONVILLE 0 ST. AUGUSTINE • COCOA 0 JUPITER • DESTIN 0 SAVANNAH • ATLANTA • RALEIGH • CHARLOTTE • ASHEVILLE
PRE-CONSTRUCTION NOTIFICATION PURSUANT TO
NATIONWIDE PERMIT NUMBERS 3 & 27
JEFFERSON CAPITOL IMPROVEMENTS PROJECT PHASE I
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
ESI Project No. ET05005.02
August 11, 2006
For
CHARLOTTE STORM WATER SERVICES
600 East Fourth Street
Charlotte, NC 28202
704- 432-0966
BY
ENVIRONMENTAL SERVICES, INC.
9401-C Southern Pine Boulevard
Charlotte, NC 28273
704-523-7225
www.environmentalservicesinc.com
AUG 1 6 1006
L)Eron - WATER Gu; f , T'1
WETLmos AND STCR.gWAT9 MMCH

' Table of Contents
Executive Summary ..................................... ••••----- -----_.1
Existing Conditions 2
Current Land Use 2
Jurisdictional Determination 2
Agency Correspondence 3
Cultural Resources
.-
----------------------------------------------------------- ...-------- .. 3
.
--- ------- --------•-•
Protected Species ...................................................................................................................... ----
4
.......
Purpose and Need for the Project ................... •-----------------------•-----•---•-••••---•-••-•. ...
4
Avoidance and Minimization
Proposed Impacts to Jurisdictional Waters_ 5
Compensatory Mitigation ............................................................................................... 5
.............
References ..........

List of Attachments
e
Attachment A - Figure 1. USGS Site Location Map
Attachment A - Figure 2a. Soil Survey of Mecklenburg County (SSURGO database)
' Attachment A - Figure 2b. Soil Survey of Mecklenburg County (SSURGO database) aeria l photo
base
Attachment A - Figure 3. Jurisdictional Boundary Field Map
t Attachment B - Pre-Construction Notification Application - Nationwide Permit Numbers 3 & 27
Attachment C - Routine On-Site Data Form
Attachment D - Request for Jurisdictional Determination Form
' Attachment E - Stream Classification Forms
Attachment F - Representative Photographs
' Attachment G - Jefferson Phase I Drainage Complaints
Attachment H - Proposed Impacts

i

1

' ii
C'
1 Executive Summary
' Phase I of the Jefferson Capital Improvements Project (CIP) is located in the City of Charlotte,
near the intersection of Providence Road and Fairview Road in Mecklenburg County, North
Carolina. The project is generally bounded by Guildbrook Road to the west and Providence Road
' to the east (Attachment A - Figures 1, 2a, and 2b). The Jefferson CIP is located within a portion
of the McAlpine Creek watershed. The purposes of this project are to address erosion and
flooding problems in a neighborhood setting, as well as enhance the natural benefits of the existing
' waterway. Problems will be addressed through a combination of pipe system upgrades and
replacements, pipe system outfall protection, and stream restoration. Environmental Services, Inc.
(ESI) has been contracted by Charlotte Storm Water Services (CSWS) to provide permitting
' services for this project.
The results of the on-site field investigation conducted by ESI indicate that there are two
' jurisdictional stream channels (Stream A and Stream B) within the Jefferson CIP Phase I limits.
Both streams are Unnamed Tributaries (UT) to McAlpine Creek. Stream A enters the project
study area from an existing 36" corrugated metal pipe (CMP) between the residences at 1215
' Brockton Lane and 7408 Folger Drive. Stream B enters the project study area directly east of the
residence at 5208 Guildbrook Road and represents the main channel to which Stream A flows
(Attachment A - Figure 3). On behalf of CSWS, ESI is submitting a Pre-Construction
' Notification application in accordance with Nationwide Permit (NWP) Numbers 3 and 27
(Attachment B).

1
Existing Conditions
Introduction
Phase I of the Jefferson CIP is located in the City of Charlotte, near the intersection of Providence
Road and Fairview Road in Mecklenburg County, North Carolina. The project is generally
bounded by Guildbrook Road to the west and Providence Road to the east (Attachment A -
Figures 1, 2a, and 2b). The Jefferson CIP is located within a portion of the McAlpine Creek
watershed. Two jurisdictional stream channels, both UTs to McAlpine Creek, are present within
the project site. Stream A consists of a deepened, straightened, and partially piped channel that
flows west between the residential parcels along Brockton Lane, Folger Drive, and Turnbridge
Road. Stream B is a second order UT to McAlpine Creek and flows south behind the residences
west of Guildbrook Road. The purposes of this project are to address erosion and flooding
problems in a neighborhood setting, as well as enhance the natural benefits of the existing
waterway. Problems will be addressed through a combination of pipe system upgrades and
replacements, pipe system outfall protection, and stream restoration. ESI has been contracted by
CSWS to provide permitting services for this project.
Current Land Use
The project study area and surrounding vicinity is comprised of residential land use. Mowed
lawns to the edge of stream banks were common in riparian areas. Vegetation associated with the
subject streams includes maintained lawns and fragmented natural areas with loblolly pine (Pinus
taeda), sweetgum (Liquidambar styracijlua), eastern red cedar (Juniperus virginiana), Chinese
privet (Ligustrum sinense), red maple (Acer rubrum), greenbrier (Smilax rotundifolia), multiflora
rose (Rosa mulitflora), and Japanese honeysuckle (Lonicera japonica).
According to the Soil Survey of Mecklenburg County (1980), on-site soils consist of Mecklenburg,
' Monacan, and Wilkes (Attachment A - Figures 2a and 2b). These soil types range from somewhat
poorly drained to well drained.
i
' Jurisdictional Determination
On June 19, 2006, ESI's Jeff Benton and Carrie Allison reviewed the onsite jurisdictional waters
' of the U.S., as defined by the U.S. Army Corps of Engineers (USACE), utilizing the Routine
Onsite Determination Method. This method is defined in the 1987 Corps of Engineers Wetlands
Delineation Manual (Environmental Laboratory, 1987). Based on this approach, there are no
' jurisdictional wetland areas within the project study area. A Routine Onsite Data Form
representative of onsite 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) and USACE guidance. The results of the on-site field investigation
conducted by ESI indicate that there are two jurisdictional stream channels (Stream A and Stream
' B) within the Jefferson CIP Phase I limits. Both streams are UTs to McAlpine Creek. Stream A
enters the project study area from an existing 36" CMP between the residences at 1215 Brockton
Lane and 7408 Folger Drive. Stream B enters the project study area directly east of the residence
' at 5208 Guildbrook Road and represents the main channel to which Stream A flows. A non-
2
jurisdictional channel (Channel C) is also located within the project limits. Channel C is located
directly south of the residence at 1137 Turnbridge Road (Attachment A - Figure 3).
McAlpine Creek is part of the Catawba River basin (HUC 03050103) (NCDWQ 03-08-34), is
classified as "Class C" waters by the NCDWQ (NCDWQ 2005), and is included on the North
Carolina 303(d) Impaired Waters List (NCDWQ 2006). The Stream index number for McAlpine
Creek is 11-137-9. ESI is requesting written verification of the jurisdictional determination of
Streams A and B (Attachment D).
Stream A, Stream B, and Channel C were evaluated using the NCDWQ Stream Classification
Form and USACE Stream Quality Assessment Worksheet (Attachment E). On the NCDWQ
Stream Classification Form, a score of 19 is needed for the stream to be considered at least
intermittent in nature, and a score of 30 is needed for the stream to be considered perennial in
nature. The USACE Stream Quality Assessment Worksheet was developed as a guide for
determining general stream quality using qualitative measures of flow, structure, aquatic habitat,
and aquatic life variables.
At a point directly below the outfall of an existing 36" CMP between Brockton Lane and Folger
Drive, Stream A scored a 24 out of a possible 71 points on the NCDWQ stream classification form
and a 40 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet.
' Based on this information, we believe that the feature is an important, intermittent stream at this
point (Attachment E - SCI). At a point further downstream and directly below a concrete flume,
Stream A scored a 30.5 out of a possible 71 points on the NCDWQ stream classification form and
' a 37 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet. Based on
this information, we believe that the feature becomes an important, perennial stream at this point
(Attachment E - SC2). At a point directly west of the residence at 5316 Guildbrook Road, Stream
' B scored a 42.5 out of a possible 71 points on the NCDWQ stream classification form and a 63 out
of a possible 100 points on the USACE Stream Quality Assessment Worksheet. Based on this
information, we believe that this feature is an important, perennial stream (Attachment E - SC3).
' At a point approximately ten feet north of the project boundary, Channel C scored a 17 out of a
possible 71 points on the NCDWQ stream classification form, indicating that the feature is an
ephemeral drainage channel (Attachment E - SC4) (Attachment F - Photo Plate 5). At a large
' headcut located approximately 20 feet outside of the project limits, Channel C becomes a
jurisdictional intermittent stream.
The NCDWQ Stream Classification Forms and USACE Stream Quality Assessment Worksheets
representative of Stream A, Stream B, and non jurisdictional Channel C have been included as
Attachment E. Representative photographs depicting the streams and on-site conditions are
' included as Attachment F.
' Agency Correspondence
Cultural Resources
ESI personnel visited the North Carolina Office of State Archaeology and the web site of The
National Park Service on July 5, 2006, to review the archaeological site files in order to determine
the presence of any areas of architectural, historic, or archaeological significance that would be
3
affected by the project. No recorded archaeological sites or National Register listed properties are
located within 0.5-mile of the project study area.
Protected Species
ESI personnel visited the North Carolina Natural Heritage Program (NCNHP) offices on July 5,
2006 to determine the presence of any federally-listed species or designated critical habitat located
within the project vicinity. Based on the review of NCNHP records, no federally listed species or
designated critical habitats are located within 1 mile of the project study area.
Purpose and Need for the Project
The purposes of this project are to address erosion and flooding problems in a neighborhood
setting, as well as enhance the natural benefits of the existing waterway. Problems will be
addressed through a combination of pipe system upgrades and replacements, pipe system outfall
protection, and stream restoration. Improvements will be achieved by; 1) stream restoration, 2)
Class I rip rap outfall structures and Class I stone where needed, and 3) CMP and RCP pipe system
replacements and upgrades. Residents living within the project study area have expressed
numerous complaints regarding erosion, channel obstruction, and flooding (Attachment G). When
the neighborhood was developed, Stream A was channelized to follow the back property lines
between Brockton Lane and Folger Drive. When investigated by CSWS in 2002, the existing
channel was found to consist of silted-in rip rap and in some locations, a concrete flume. Upsizing
of storm drain pipes upstream of this channel to alleviate road and house flooding, as well as
numerous drainage complaints requesting repair of the channel, resulted in plans being prepared to
restore the drainage channel to adequate capacity for design flows and restore the rip rap to a
stable condition. There is a point along the channel where the original rip rap and concrete
stopped, and from that approximate location extending downstream, restoration techniques are
being proposed to improve the channel. This project is intended to address resident's concerns in a
manner which benefits both the residential and natural community.
Avoidance and Minimization
Impacts to on-site jurisdictional waters have been minimized to the maximum extent practicable.
Pipe extensions are only being performed in two areas, one of which is necessary to keep outlet
flow properly aligned with the existing outlet channel (Attachment F - Photo Plate 4). The other
area of pipe extension is necessary to prevent interference with an existing utility pole. All
measures are being implemented in order to enhance storm water conveyance (i.e., reduce
flooding), stream bank stability, stream channel geometry, adjacent properties, and habitat
resources (both aquatic and terrestrial). The proposed on-site stream restoration will utilize
Natural Channel Design principles, creating approximately 21 linear feet (10 of new channel and
aquatic habitat, as well as a permanent 30 ft (total width) easement and vegetated buffer. The
proposed site plans were also designed to avoid impacts to the jurisdictional stream segment
located just downstream of non jurisdictional Channel C. In addition, all proper sediment and
erosion control measures will be implemented to avoid adverse impacts downstream during the
construction process.
4
Proposed Impacts to Jurisdictional Waters
Proposed impacts to Stream A will consist of approximately 462 if of stream restoration (NWP
27), approximately 193 if of Class I rip-rap installation below an existing 36" CMP outfall (NWP
3), upgrade and extension of an existing 48" RCP with a 54" RCP for approximately 32 if at the
outlet (NWP 3), approximately 321f of Class I rip-rap apron installation below a 54" RCP outfall,
and upgrade and extension of an existing 48" RCP with a 5' x 3' RCBC for approximately 7 if at
the inlet (NWP 3) (Attachment H). On behalf of CSWS, ESI is submitting a Pre-Construction
Notification application with attachments in accordance with Nationwide Permit Numbers 3 and
27 (Attachment B).
Table 1. Summary of Proposed Impacts

Jurisdictional Plan
Sheet
Area Activity
Activity Impacts No No(s).
Attachment
Stream A
SR-4 (Details
(important, Stream Restoration ±462 if 27 SR-1 to SR-3)
perennial)
Stream A Install Class I rip-rap
"
SR-5 (Cross
(important, below existing 36 ±203 if * 3 Sections SR-6)
intermittent CMP outfall
Stream A Upgrade and extend
(important, existing 48" RCP with ±32 if 3 5
perennial) 54" RCP at outlet
Stream A Install 321f Class I rip-
(important, rap apron below 54" ±321f 3 5
perennial) RCP outfall
Stream A Upgrade and extend
(important, existing 48" RCP with ±71f 3 5
perennial) 5'x 3' RCBC at inlet

TOTALS ±462 If (NWP 27)
±274 If (NWP 3
* Please note that this impact total ooes not induce rip-rap to be instanea witnm a segment of channel that currently consists of a
concrete flume (concrete flume will be removed and replaced with rip-rap).
Compensatory Mitigation
ESI believes that this project is self mitigating given the water quality improvements that will
result from construction of this project. 13etEf2 t
z3'xef:cusp in atie res fees as Yesult of tWg worlr aa »-
5
References
Environmental Laboratory. 1987. US Army Corps of Engineers Wetlands Delineation Manual,
Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg,
Mississippi.
NC Division of Water Quality (NCDWQ). 2005. Basinwide Information Management System
(BIMS): Stream Classification. http://h2o.enr.state.nc.usibims/. Downloaded April 2006.
NC Division of Water Quality (NCDWQ). 2006. Draft 303(d) List.
http://h2o.enr.state.nc.us/tmdl/documents/2006303dListPublicReviewDraft.pdf. Downloaded
April 2006.
US Department of Agriculture. 1980. Soil Survey of Mecklenburg County, North Carolina.
US Geological Survey. 1974. Hydrologic Unit Map, State of North Carolina.
6
ATTACHMENT A
Figures 1- 3
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Project Location
1
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• ey _ ;,,?5_%, (?• ? a? - , xrW 'S•?" ,II" rM' ?y, ?`S? t'. :f. _. !h?C /???U !t ,il . -
1-4
"r _- '-^'-? ,f -"• I r , -"°.//-ry.'"''?... J.?` v'lS^ a ss ti? /?, f•J t, C ! i I !1f _ I
Project Boundary r;? 1 r
X?,•
0 1,000 2,000 V ) r?1 •?, ???, _ SerMtts ' 's_ K{tA0 -_
Feet
1 inch equals 2,000 feet
Source: USGS Digital Raster Graphics, -r, 4- • Q?,j . 'r' -
Waddington Quadrangle, 1988. •???
GCS: NC State Plane NAD83, FIPS 3200
Disclaimer Infunnalion represented on this map xras delved ?y I ', ,.'P•O ,
from secondary data sources and is to be used forgeneral .pPU\rIt2CI1Q6'
plannin g purposes only. No--reties or representations of
accuracy are expressed or implied. -? - T
.J. s..
ENVIRONMENTAL Project: ET05005.02
SERVICES, INC. Project Location Map
9401-C Southern Pine Blvd. Jefferson CIP Phase I Date: Aug 2006
Charlotte, NC 26273
[phone] Drwn/Chkd: MCS/JB
[phone] FAX Mecklenburg County, North Carolina
www.errvronmartlaBarcicas.com Figure: 1
P:\GeoCx \Pmiects\Offices\Char(ET)\2005\ETO5005\02\GIS\mxd\6g1 _v2oud, 08102/2006. 9:00 am
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HeB WkB
WkB
wuD Project Location CuB CuD
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• M kB
WkD
WkB
CuB
MkB CeB2 NRCS Soil Survey
CeD2
WkD DSL_NAME, FULLNAME
. „- ., ',_..ApB, Appling sandy loam
:ApD, Appling sandy loam
Wkg - 'CeB2, Cecil sandy clay loam
CeD2, Cecil sandy clay loam
CuB, CecikUrban land complex
CuD, Cecil-Urban land complex
MkB 'DaB, Davidson sandy clay loam
Wk E _WkD Da, Davidson sandy clay loam
WkD DaE, Davidson sandy clay loam
EnB, Enon sandy loam
w WkE EnD, Enon sandy loam
GeB2, Georgevllle slaty sift loam
CeB2
EnB GeD2, Georgevllle slaty silt loam
MkB 'GOB, Goldston silty clay loam
MO GoD, Goldston silty clay loam
CeD2%,oe ,d l WkD HeB, Helena sandy loam
=t4.- HuB, Helena-Urban land complex
w IrA, Iredell fine sandy loam
WkB ' IrE3 Iredell fine sandy loam
MO WkE IUB, Iredell-Urban land complex
LgB, Lignum gravelly sift loam
WkE MO, Monacan soils
WkD MeB MS, Monacan soils and Arents
ProectBoundar VYkB 7 j McS,Mecklenburg fine sandy loam
Boundary 1 MeD, Mecklenburg fine sandy loam MkB, Streams ?D CeD2 PB3, Pacolet Ud rtherbancland o pleomplex
E CeB2 PaE, Pacolet sandy loam
Roads PaF, Pacolet sandy loam
0 500 1,000 K Pits
MkBi. CuB e- LrUL, Udorthents, loamy
y I !.U NS, sanitary landfill
Feet WkE / `Ur, r, Urban rban land
VaB, Vance sandy loam
1 inch equals 1,000 feet MkB VaD, Vance sandy am
Sources: NRCS Soil Survey, WkB, Wilkes loam
Mecklenburg County1980. CuD CeD2 WkD, Wilkes loam
GCS: NC State Plane NAD83, Fl PS 3200 WkE, Wilkes loam
Disclaimer: Infoenabon represented on this map was denied CeB2 WkF, Wilkes loam
from secondary data sources and is to be used fw 9eneral WuD, Wilkes-Urban land complex
planning purposes only. No -ties or representations of CeB2 CeD2
accuracy are expressed orimplied. ?• w, Water
W
ENVIRONMENTAL Project: ET05005.02
SERVICES, INC. NRCS Soil Survey
8401-0 Southern Pine Blvd. Jefferson CIP Phase I Date: Aug 2006
Chado"" NC 28273
[phone] Drwn/Chkd: MCS/JB
[phone] FAX Mecklenburg County, North Carolina
www '_nmentatservlcea.com Figure: 2a
P:1GeoGra\ProiectslOffices\Char(ET)k2005\E 05005\002\GIS?m,oifig2a v2mxd.08f02/2006,9:00am
P:\GeoGma Pmjecls\OMces\Char(ET)\2005VET05005\002\GIS\mxd\fig26_v2.mxd, 00/0212006. 8:00 am
Note: Jurisdictional waters of the US were investigated by
Envnonmental Services, Inc. (ESI), on 19 June 2006.
Jursidictional areas have not been delineated nor verified by
the US Army Corps of Engineers.
N--/?S, C1

SC3
I5l, StreamA
?? ASC2 Important, Intermittent
Stream A
Important, Perennial

' ' •' ' -LL Channel C
-? Ephemeral
Stream B
Cant, Perennial] SC4®
101
# Photo Documentation
- Point
SC points
Q JD point
Project Boundary
0 150 3009/
Pipe Systems
Feet Lake
1 inch equals 300 feet- .
Sources: GIS Layers provided by Perennial Stream
Mecklenburg County Land Use
and Environmental Services, Inc. (2006) Intermittent Stream
GCS: NC State Plane NAD83, RIPS 3200
Disclaimer: lnformadon represented on this map was derived Ephemeral Channel
from secondary data sources and is to be used for general
planning purposes only. No warranties or representations of
accuracy are expressed or implied, Roads
ENVIRONMENTAL Project: ET05005.02
SERVICES, INC. Approximate Jurisdictional Boundary Field Map
Jefferson CIP Phase I Date: Aug 2006
9401-C Southern Pine Blvtl.
Charlie' NC 28 28273
(700523-7225 Drwn/Chkd: MCS/JB
[phone] FAX Mecklenburg County, North Carolina
wwwemmonmentalsenices.com Figure: 3 -J1
P 1GeoGnlProiectsl0rficeAChar(ET)k20051E 05005\002\GISNudKfig3_v5.mxd, 08/112008, 9:00 am
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0

I

I

ATTACHMENT B
Pre-Construction Notification Form
Nationwide Permit Numbers 3 and 27

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. . 2 0 0 6 1 3 2 8
I
(If any particular item is not applicable to this project, please enter "Not Applicable" ,'V, /t??-)°
??
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit Numbers
3 and 27
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information i@ WR
Q
p
AUG 1 6 2006
1. Owner/Applicant Information
Name: City of Charlotte Storm Water Services, Contact Isaa?,Mn_MTER QUAUTY
S YYA1tF BRANCH
Mailing Address: 600 East Fourth Street
Charlotte, NC 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ihinsongci.charlotte.nc.us
2. Agent/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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
' E-mail Address:
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Jefferson CIP Phase I
2. T.I.P. Project Number or State 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): Old Farm
Directions to site (include road numbers, landmarks, etc.): Heading south on HWY 16
(Providence Road) in Charlotte, cross over HWY 51 (Fairview Road). Continue traveling
south for approximately one mile, then take a left onto Brockton Lane. The project study
area is located along Brockton Lane, Guildbrook Road, Turnbridge Road, and Folger Drive.
5. Site coordinates, if available (UTM or Lat/Long): 35° 08' 24"N, 80° 47' 13"W
(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. Property size (acres): ±47 acres
7. Nearest body of water (stream/river/sound/ocean/lake): McAlpine Creek
' 8. River Basin: Catawba (HUC 03050103) (NCDWQ 03-08-34) (SIN#: 11-137-9)
(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/mays/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
' at the time of this application: Two jurisdictional stream channels (Streams A and B) are
present within the Jefferson CIP Phase I limits. Both streams are UTs to McAlpine Creek.
Stream A consists of a deepened, straightened, and partially piped channel that enters the
roiect studv area from an existine 36" CMP between the residences at 1215 Brockton Lane
and 7408 Folger Drive. Stream B is a second order UT to McAlpine Creek that enters the
project study area directly east of the residence at 5208 Guildbrook Road and represents the
main channel to which Stream A flows. The project study area and surrounding vicinity
consists primarily of residential land use.
10. Describe the overall project in detail, including the type of equipment to be used: Flooding
and erosion problems within this residential area will be addressed throuah a combination of
pipe system upgrades and replacements, pipe system outfall protection, and stream
restoration. A trackhoe, in addition to other typical excavation equipment will be used for
this project.
11. Explain the purpose of the proposed work: The purposes of this project are to address
erosion and flooding problems in a neighborhood setting, as well as enhance the natural
benefits of the existing waterway. Problems will be addressed through a combination of pipe
system upgrades and replacements, pipe system outfall protection, and stream restoration.
Improvements will be achieved by; 1) stream restoration, 2) Class I rip rap outfall structures
and Class I stone where needed, and 3) CMP and RCP pipe system replacements and
upgrades. Residents living within the project study area have expressed numerous
complaints regarding erosion, channel obstruction, and flooding. When the neighborhood
was developed, Stream A was channelized to follow the back property lines between
Brockton Lane and Foleer Drive. When investigated by CSWS in 2002, the existing channel
was found to consist of silted-in rip rap and in some locations, a concrete flume. Upsizing of
storm drain pipes upstream of this channel to alleviate road and house flooding, as well as
numerous drainage complaints requesting repair of the channel, resulted in plans being
prepared to restore the drainage channel to adequate capacity for design flows and restore the
rip rap to a stable condition. There is a point along the channel where the original rip rap and
concrete stopped, and from that approximate location extending downstream, restoration
techniques are being proposed to improve the channel. This project is intended to address
resident's concerns in a manner which benefits both the residential and natural community.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
' project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
' certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
' construction schedules.
N/A

V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Phases II and III of the Jefferson CIP are currently under design. These additional phases will
address erosion and flooding problems in areas adjacent to this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
' mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts:
Proposed impacts to Stream A will consist of approximately 462 if of stream restoration (NWP
27), approximately 193 if of Class I rip-rap installation below an existing 36" CMP outfall (NWP
3), upgrade and extension of an existing 48" RCP with a 54" RCP for approximately 32 if at the
outlet (NWP 3), approximately 32 if of Class I rip-rap apron installation below a 54" RCP
outfall, and upgrade and extension of an existing 48" RCP with a 5' x 3' RCBC for
approximately 7 if at the inlet (NWP 3).
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma) (acres) (es/no (linear feet)
N/A
* List each impact separately and identify 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:/h,?tiwv.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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
l
1 3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width of Perennial or
Site Number Type of Impact* Impact Stream Name** Stream Before Intermittent?
(indicate on ma) (linear feet) Impact (please seci )
Stream A Stream Restoration ±462 If UT to McAlpine ±5 feet Perennial
(Sheet SR-4) Creek
Stream A Install Class I rip- UT to McAlpine
(Sheet SR-5) rap below existing ±203 If Creek ±3 feet Intermittent
36" CMP outfall
Upgrade and extend
Stream A existing 48" RCP
±32 if UT to McAlpine
±5 feet
Perennial
(Sheet 5) with 54" RCP at the Creek
outlet
Stream A Install Class I rip-
" UT to McAlpine
(Sheet 5) rap apron below 54 ±32 if Creek ±5 feet Perennial
RCP outfall
Upgrade and extend
Stream A existing 48" RCP
±7-]f UT to McAlpine
±5 feet
Perennial
(Sheet 5) with Y x 3' RCBC at Creek
inlet
* 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
wNvw.usas.Pov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: ±7361f (±462 if in stream
' restoration)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
' Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) 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.
' 5. 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
1
Size of watershed draining to pond: N/A
Expected pond surface area: N/A
VII.
Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts to on-site jurisdictional waters have been minimized to the maximum extent practicable.
Pipe extensions are only being performed in two areas, one of which is necessary to keep outlet
flow properly aligned with the existing outlet channel. The other area of pipe extension is
necessary to prevent interference with an existing utility pole. All measures are being
implemented in order to enhance storm water conveyance (i.e., reduce flooding), stream bank
stability, stream channel geometry, adjacent properties, and habitat resources (both aquatic and
terrestrial). The proposed on-site stream restoration will utilize Natural Channel Design
principles creating approximately 21 if of new channel and aquatic habitat, as well as a
permanent 30 ft (total width) easement and vegetated buffer. The proposed site plans were also
designed to avoid impacts to the jurisdictional stream segment located just downstream of non-
jurisdictional Channel C. In addition, all proper sediment and erosion control measures will be
implemented to avoid adverse impacts downstream during the construction process.
VIII. Mitigation
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
ESI believes that this project is self mitigating given the water quality improvements that will
result from construction of this project. rt it the if'tTentio of °` :'_ L_ U:5.F, t.1V
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at.
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wry/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
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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
' (federal/state) 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 (required by DWQ)
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
(Meuse), 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 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
i
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 (required by DWQ)
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 nearbv impervious cover include roads. drivewavs. and rooftops. This proiect will
not cause an increase in the impervious coverage of the protect area.
XII. Sewage Disposal (required by DWQ)
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 (required by DWQ)
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
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 following the receipt of the appropriate permits.

ApplicWnt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
ATTACHMENT C
Routine On-Site Data Form
DATA FORM
ROUTINE WETLAND DETERMINATION
(19R7 CF. Wetlands Delineation Manuall
i
Project/Site: Jefferson CIP - Jurisdictional Determination Date: 6/19/06
Applicant/Owner: Charlotte Stormwater Services County: Mecklenburg
Investigator: Environmental Services, Inc. State: NC
Do normal circumstances exist on the site? P Yes No Community ID: mixed pine/hardwood
Is the site significantly disturbed (atypical situation)? ?Yes No Transect ID: n/a
Is the area a potential problem area (If needed, explain)? Plot ID: upland
? Yes F,-/] No

I VEGETATION

DOMINANT STRATUM INDICATOR DOMINANT STRATUM INDICATOR
PLANT SPECIES PLANT SPECIES
1. loblolly pine tree FAC 7. wild onion herb FACU-
Pinus taeda Allium canadense
2. sweetgum tree FAC+ 8. wild strawberry herb FAC-
Li uidambar styraci ua Fragaria vir iniana
3. eastern red cedar shrub FACU- 9. ebony spleenwort . herb FACU
Juni erus virginiana As lenium laryneuron
4, flowering dogwood shrub FACU 10. christmas fern herb FAC
Cornus Florida Polystichum acrostichoides
5. Chinese privett shrub FAC 11. poison ivy vine FAC
Ligustrum sinense Toxicodendron radicans
6. american holly shrub FAC- 12. greenbrier vine FAC
Ilex opaca var. opaca 1 Smilax rotundifolia
Percent of dominant species that are OBL, FACW, or FAC (Excluding FAC-): 33% Fac Neutral Test:
(includes FAC+ and wetter)
Remarks The hydrophytic vegetation criterion has not been met.
HYDROLOGY
i
? RECORDED DATA (DESCRIBE IN REMARKS): WETLAND HYDROLOGY INDICATORS
Primary Indicators:
? Stream, Lake, or Tide Gauge ? Inundated
? Aerial Photographs ? Saturated in Upper 12 Inches
? Other ? Water Marks
? Drift Lines
Q NO RECORDED DATA AVAILABLE ? Sediment Deposits
? Drainage Patterns in Wetlands
FIELD OBSERVATIONS Secondary Indicators (2 or more required):
? Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0" ? Water-Stained Leaves
? Local Soil Survey Data
Depth to Free Water in Pit: >18" ? FAC-Neutral Test
? Other (Explain in Remarks)
Depth to Saturated Soil: >12"
Remarks: The hydrologic criterion has not been met.

chit c
\LAP U`\ IT NA-ME (Series and Pha_s ):
\ir; Yed s \l.:klenburz Series DRAINAGE CLASS: well drained
T.-1.\O\O\iY (SUBGROUP):
CItic. Ha ludalfs FIELD OBSERVATIONS: Confirm Mapped Type?
? Yes Q No
PROFILE DESCRIPTION
Dep:h (inc ) Horizon Matrix Color
(Munsell Moist) Mottle Color
(Munsell Moist) Mottle
Abundance/Contrast Texture, Concretions,
Structure, etc.
0-7 5YR 14 sandy loam
-15 5YR 4/6 clay
15_18- 5YR 4/6 7.5YR 5/8 common distinct clay

HYDRIC SOIL D\DICATORS:
-- His osnl
? Concretions
? Histic Epipedon
? High Organic Content in Surface Layer in Sandy Soils
U Reducing Conditions
? Aquic \ioisture Regime
? Sulfidic Odor
El Organic Streaking in Sandy Soils
? Listing on National Hydric Soils List
? Listed on State or Local Hydric Soils List
? Gleyed or Low Chroma
? Color
? Other (Explain in Remarks)
Remarks: The hydric soil criterion has not been met.
UIP-11 AI:n nF rFtz?ttvA rrn?t
Hydrophytic Vegetation Present? ? Yes Q No Is this Sampling Point
Within a Weiland? ? Yes ? No
Wetland Hydrology Present? ? Yes Q No
Hydric So ii Present? ? Yes No
ernarks: Data point is non jurisdictional.
ATTACHMENT D
Request for Jurisdictional Determination Form
i
i
i

REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: August 11, 2006
COUNTY Mecklenburg County, NC TOTAL ACREAGE OF TRACT ±47 acres
PROJECT NAME (if applicable) Jefferson CIP Phase I
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Isaac Hinson at [phone]
600 East Fourth Street
Charlotte. North Carolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
Environmental Services Inc.
POC: Mr. Paul Petitgout at [phone]
9401-C Southern Pine Boulevard
Charlotte. North Carolina 28273
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
(X) Project in planning stages
(Type of project: NWP 3 & 27)
( ) No specific development planned at present
( ) Project already completed
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first
two items must be forwarded.
(X) USGS Site Location Map (Attachment A - Figure 1)
(X) NRCS Soil Survey (Attachment A - Figures 2a and 2b)
(X) Approximate Jurisdictional Boundary Field Map (Attachment A - Figure 3)
(X) Pre-Construction Notification Application (Attachment B)
(X) Routine On-Site Data Form (Attachment C)
(X) Steam Classification Forms (Attachment E)
(X) Representative Photographs (Attachment F)
(X) Agency Correspondence (Report)
(X) Other: Jefferson Phase I Drainage Complaints (Attachment G)
(X) Proposed Impacts (Attachment H)
Signature of Pro Owner or Authorized Agent
Mr. Isaac Hinson
ATTACHMENT E
Stream Classification Forms

Norm L;arouna uivision of vvater uuainy - stream wennncauon r-orm; version 3.-i stream H - sL,i
Date: 6/19/06 Project: Jefferson CIP Phase I Latitude: 35.1407°N
Evaluator: ESI Site: UT to McAlpine Creek (SC1) Longitude: 80.7861*W
Total points:
Streams are at least intermittent if 24 County: Mecklenburg Other: Charlotte East, NC Quad
>=19 or perennial if >=30.
A. Geomorphology subtotal = 11.5 Absent Weak "Moderate Strong
1 *. Continuous bed and bank 00 01 0 2 03
2. Sinuosity 00 0 1 02 03
3. In-channel structure: riffle pool sequence 00 01 0 2 03
4. Soil texture or stream substrate sorting 00 01 0 2 03
5. Active/relic floodplain 00 0 1 02 03
6. Depositional bars or benches 00 01 02 03
7. Braided channel (D 0 01 02 03
8. Recent alluvial deposits 00 0 1 02 03
9*. Natural levees 0 0 01 02 03
10. Headcuts 0 0 01 02 03
11. Grade controls 00 00.5 01 01.5
12. Natural valley and drainagewa 00 00.5 0 1 01.5
13. Second or greater order channel on existing USGS or NRCS
map or other documented evidence.
0 No = 0
0 Yes = 3
-man-made aitcnes are not ratea; see aiscussrons in manuar
B. Hvdroloav subtotal = 6
14. Groundwater flow/discharge 00 0 1 02 03
15. Water in channel an >48 hrs since rain, or Water in channel
- dry or growing season
00
01
0 2
03
16. Leaflitter Q 1.5 01 00.5 00
17. Sediment on plants 00 00.5 01 01.5
18. Organic debris lines or piles (wrack lines) 00 00.5 0 1 01.5
119. Hydric soils (redoxomorphic features) present? 0 No = 0 0 Yes= 1.5
C. Bioloov subtotal = B.5
20*. Fibrous roots in channel 03 (E) 2 01 00
21*. Rooted plants in channel (D 3 02 01 00
22. Crayfish 0 0 00.5 01 01.5
23. Bivalves O 0 01 02 03
24. Fish 0 0 00.5 01 01.5
25. Amphibians 00 00.5 01 01.5
26. Macrobenthos (note diversity and abundance) 00 (E) 0.5 01 01.5
27. Filamentous algae; periphyton 0 0 00.5 01 01.5
28. Iron oxidizing bacteria/fungus 00 E) 0.5 01 01.5
29*. Wetland plants in streambed 0 FAC 0 FACW 0 OBL 0 SAV Q Other
0.5 0.75 1.5 2.0 0
-hems to-.4tows on the presence of upiano piants, nem ?a rocuses on the presence of aquauc or weuano punts
otes: This evaluation was performed on an approximate 100 ft reach directly below the
outfall of an existing 36" RCP between Brockton Lane and Folger Drive (Stream A -
SC1).
Norm t;aroiina mvision or vvaier uuallty - Stream mentaiGation corm; version J.l Jtream A - 5UZ
Date: 6/19/06 Project: Jefferson CIP Phase I Latitude: 35.1399°N
Evaluator: ESI Site: UT to McAlpine Creek (SC2) Longitude: 80.7870*W
Total points:
Streams are at least intermittent if County: Mecklenburg Other: Charlotte East, NC Quad
11>=19orperennialif-30. 30.5
A. Geomorphology subtotal = 17 Absent Weak Moderate Strong
1*. Continuous bed and bank 00 01 02 tD 3
2. Sinuosity 00 Q 1 02 03
3. In-channel structure: riffle pool sequence 00 01 02 03
4. Soil texture or stream substrate sorting 00 01 02 03
5. Active/relic floodplain 00 01 0 2 03
6. Depositional bars or benches 00 01 02 03
7. Braided channel 00 01 02 03
8. Recent alluvial deposits 00 01 02 03
9*. Natural levees 00 01 02 03
10. Headcuts 00 (E) 1 02 03
11. Grade controls 00 00.5 O 1 01.5
12. Natural valley and drainageway 00 00.5 01 01.5
13. Second or greater order channel on existing USGS or NRCS
map or other documented evidence.
0 No = 0
0 Yes = 3
moan-mane ancnes are not rates; see aiscussions in manual
R. Hvdroloav subtotal = 7
14. Groundwater flow/discharge 00 0 1 02 03
15. Water in channel and >48 hrs since rain, or Water in channel
- dry or growing season
00
01
02
03
16. Leaflitter 01.5 (E) 1 00.5 00
17. Sediment on plants 00 O 0.5 01 01.5
18. Organic debris lines or piles (wrack lines) 00 00.5 (E) 1 01.5
19. Hydric soils (redoxomorphic features) present? 0 No = 0 0 Yes= 1.5
C_ Bialoov subtotal = 6.5
20*. Fibrous roots in channel 03 G 2 01 00
21 *. Rooted plants in channel 03 0 2 01 00
22. Crayfish 00 00.5 01 01.5
23. Bivalves 0 0 01 02 03
24. Fish cJ 0 00.5 01 01.5
25. Amphibians 00 (D 0.5 01 01.5
26. Macrobenthos (note diversity and abundance) 00 (E) 0.5 01 01.5
27. Filamentous algae; periphyton 00 (E) 0.5 01 01.5
28. Iron oxidizing bacteria/fungus 00 O 0.5 01 01.5
29*. Wetland plants in streambed (E) FAC Q FACW 0 OBL Q SAV 0 Other
0.5 0.75 1.5 2.0 0
-items zu-n Tocus on me presence or upiana pianos, item za Tocuses on me presence or aquatic or weuana pianos
otes: This evaluation was performed on an approximate 100 ft reach directly below a
concrete flume between Brockton Lane and Folger Drive (Stream A - SC2).
i
Nortn uaronna uivision of water uuauty - Stream wentitication corm; version :i.1 Stream ti - Dui
Date: 6/19/06 Project: Jefferson CIP Phase I Latitude: 35.1396*N
Evaluator: ESI Site: UT to McAlpine Creek (SC3) Longitude: 80.7898*W
Total points:
Streams are at least intermittent if County: Mecklenburg Other: Charlotte East, NC Quad
>=19 or perennial if >=30. 42.5
A. Geomorphology subtotal = 24 Absent Weak Moderate Strong
1*. Continuous bed and bank 00 01 02 (D 3
2. Sinuosity 00 01 (E) 2 03
3. In-channel structure: riffle pool sequence 00 01 02 (E) 3
4. Soil texture or stream substrate sorting 00 01 02 03
5. Active/relic floodplain 00 01 02 03
6. Depositional bars or benches 00 01 (D 2 03
7. Braided channel (D 0 01 02 03
8. Recent alluvial deposits 00 01 02 Q 3
9*. Natural levees 0 0 01 02 03
10. Headcuts 00 01 02 03
11. Grade controls 0 0 00.5 01 0 1.5
12. Natural valley and drainageway 00 00.5 01 (E) 1.5
13. Second or greater order channel on existing USGS or NRCS
map or other documented evidence.
0 No = 0
( Yes = 3
-man-mane ancnes are not rates; see oiscussions in manual
B_ Hvdroloov subtotal = 10
14. Groundwater flow/discharge 00 01 02 (E) 3
15. Water in channel and >48 hrs since rain, or Water in channel
- dry or growing season
00
01
02
(E) 3
16. Leaflitter 01.5 G) 1 00.5 00
17. Sediment on plants 00 (' 0.5 01
5
01.
18. Organic debris lines or piles (wrack lines) 00 00.5 (E 1 01.5
119. Hydric soils (redoxomorphic features) present? O No = 0 Q Yes = 1.5
C. Bioloav subtotal = 8.5
20*. Fibrous roots in channel 0 3 02 01 00
21*. Rooted plants in channel 03 02 01 00
22. Crayfish 00 00.5 01 01.5
23. Bivalves 00 01 02 03
24. Fish 00 00.5 01 01.5
25. Amphibians 00 0 0.5 01 01.5
26. Macrobenthos (note diversity and abundance) 00 Q 0.5 01 01.5
27. Filamentous algae; periphyton 00 (E) 0.5 01 01.5
28. Iron oxidizing bacteria/fungus 00 00.5 01 01.5
29*: Wetland plants in streambed 0 FAC 0 FACW 0 OBL Q SAV Q Other
0.5 0.75 1.5 2.0 0
-items zu-zl Locus on the presence or upiano plants, item zv rocuses on the presence or aquatic or wevano plants
otes: This evaluation was performed on an approximate 100 ft reach directly west of the
residence at 5316 Guildbrook Road (Stream B - SC3).

Nortn L;aronna uivision or vvater utuauty -'tream wentitication t-orm; version s.1 unannei G
Date: 6/19106 Project: Jefferson CIP Phase I Latitude: 35.1383°N
Evaluator: ESI Site: On-site drainage channel (SC4) Longitude: 80.7856°W
Total points:
Streams are at least intermittent if 17 County: Mecklenburg Other: Charlotte East, NC Quad
>=19 or erennial if>=30.
A. Geomorphology subtotal = 9 Absent Weak Moderate Stron
1 *. Continuous bed and bank 00 01 (E) 2 03
2. Sinuosity 00 (E) 1 02 03
3. In-channel structure: riffle pool sequence 00 01 02 03
4. Soil texture or stream substrate sorting 00 0 1 02 03
5. Active/relic floodplain 00 (E) 1 02 03
6. Depositional bars or benches 00 (E) 1 02 03
7. Braided channel (] 0 01 02 03
8. Recent alluvial deposits 00 G) 1 02 03
9". Natural levees 00 01 02 03
10. Headcuts 00 01 02 03
11. Grade controls 00 0 0.5 01 01.5
12. Natural valley and drainageway 00 (` 0.5 01 01.5
13. Second or greater order channel on existing USGS or NRCS
map or other documented evidence.
Q' No = 0
O Yes = 3
'Man-made ditches are not rated; see discussions in manual
B. Hvdroloov subtotal = 4
14. Groundwater flow/discharge 0 0 01 02 03
15. Water in channel and >48 hrs since rain, or Water in channel
- dry or growing season
Q 0
01
02
03
16. Leaflitter 01.5 CD 1 00.5 00
17. Sediment on plants 00 CE) 0.5 01 01.5
18. Organic debris lines or piles (wrack lines) 00 00.5 O 1 01.5
119. Hydric soils (redoxomorphic features) present? 0 No = 0 (D Yes = 1.5
C. Bioloav subtotal = 4
20'. Fibrous roots in channel 03 02 G) 1 00
21*. Rooted plants in channel G) 3 02 01 00
22. Crayfish 0 0 00.5 01 01.5
23. Bivalves 00 01 02 03
24. Fish 0 0 00.5 01 01.5
25. Amphibians 00 00.5 01 01.5
26. Macrobenthos (note diversity and abundance) (E) 0 00.5 01 01.5
27. Filamentous algae; periphyton 0 0 00.5 01 01.5
28. Iron oxidizing bacteria/fungus 0 0 00.5 01 01.5
29*. Wetland plants in streambed Q FAC Q FACW Q OBL 0 SAV 0 Other
0.5 0.75 1.5 2.0 0
-items zu-n rocus on me presence or upiana plants, item zd rocuses on me presence or aquatic or weuana prams
otes: This evaluation was performed on an approximate 50 ft reach of channel located
directly south of the residence at 1137 Turnbridge Road, at a point approximately 10
feet north of the project boundary (Channel C - SC4).
' USACE AID#
„N„
5. Name of stream: UT to McAlpine Creek (Stream A)
STREAM QUALITY ASSESSMENT WORKSHEET
on attached
' Provide the following information for the stream reach under assessment:
1. Applicant's name: Charlotte Storm Water Services 2. Evaluator's name: Environmental Services Inc.
I

3. Date of evaluation: June 19, 2006
7. Approximate drainage area: approx 32 acres
9. Length of reach evaluated: 100 feet
11. Site coordinates (if known): prefer in decimal degrees.
Site #
4. Time of evaluation: 1:30 pm
6. River basin: Catawba
8. Stream order: I"
10. County: Mecklenburg
12. Subdivision name (if any): Old Farm.
Latitude (ex. 34.872312): 35.1407°N Longitude (ex. -77.556611): 80.7861 °W
Method location determined (circle): GPS o o Shee Ortho (Aerial) Photo/GIS Other GIS Other:
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): Heading
south on HWY 16 (Providence Road) in Charlotte, cross over HWY 51 (Fairview Road). Continue traveling south for approximately
one mile then take a left onto Brockton Lane. The project study area is located along Brockton Lane, Guildbrook Road, Tumbridge
Road and Folger Drive.
14. Proposed channel work (if any): Culvert pipe upgrades and stream restoration.
15. Recent weather conditions: No rainfall within last 48 hours.
16. Site conditions at time of visit: Slightly entrenched and channelized with minor undercutting along banks.
17. 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)
18. Is there a pond or lake located upstream of the evaluation point? YES ® If yes, estimate the water surface area: N/A
19. Does channel appear on USGS quad map? YES ® 20. Does channel appear on USDA Soil Survey? YES

21. Estimated watershed land use:
i
85 % Residential % Commercial % Industrial % Agricultural
Forested % Cleared / Logged 15 % Other (Inst)
22. Bankfull width: 3' 23. Bank height (from bed to top of bank): 2'
24. Channel slope down center of stream: 4 Flat (0 to 2%) Gentle (2 to 4%) Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Occasional bends Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic
cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section.
Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the
stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total
score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 40 Comments: This evaluation was performed on an approximate 100 ft reach
directlv below the outfall of an existine 36" RCP between Brockton Lane and Folger Drive (Stream A - SC 1).
Evaluator's Signature Date June 19, 2006
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 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 06103. To Comment, please call
919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET I
CHARACTERISTICS ECOREGION POINT RANGE SCORE
s Coastal Piedmont Mountain

1 Presence of flow / persistent pools in stream
0 - 5
0 - 4
0 - 5
2
(no flow or saturation = 0; strong flow = max points)
( Evidence of past human alteration 0-6 0-5 0-5 1
1 - ( (extensive alteration = 0; no alteration = max points)
3 Riparian zone 0-6 0-4 0-5
2
(no buffer = 0: contiguous, wide buffer = max points)

k ? Evidence of nutrient or chemical discharges
4?
0-5
0-4
0-4
4
(extensive discharges = 0: no discharges = max points)
5 Groundwater discharge 0-5 0-4 0-4 1
(no discharge = 0: springs. seeps. ,vetlands. etc. = max points)
j '
6 Presence of adjacent floodplain
0 - 4
0-4
0-2
1
no flood lain = 0; extensive flood lain = max
( P P points)

.., 7 Entrenchment / floodplain access
0-5
0-4
0-2
1
f ( (deeply entrenched = 0; frequent flooding = max points)
8 Presence of adjacent wetlands 0-6 0-4 0-2 0
(no wetlands = 0; large adjacent wetlands = max points)
! Channel sinuosity
9
0 - 5
0 - 4
0 - 3
1
(extensive channelization = 0; natural meander = max points)
10 f Sediment input 0-5 0-4 0-4 3
i (extensive deposition- 0; little or no sediment = max points)
11 I Size & diversity of channel bed substrate NA* 0-4 0-5 2
(fine, homogenous = 0; large, diverse sizes = max points)
j Evidence of channel incision or widening
1 0-5 0-4 0-5 2
1 -
(deeply incised = 0; stable bed & banks = max points)
13 Presence of major bank failures (severe erosion = 0; no erosion, 0-5 0-5 0-5 2
,.2 I stable banks = max points)
E 11 Root depth and density on banks 0-3 0-4 0-5 2
(no visible roots = 0; dense roots throughout = max points)
v1 Impact by agriculture, livestock, or timber production
5
0
0-4
0-5
4
15 (substantial impact =0; no evidence = mar points) -
16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 3
(no riffles/ripples or pools = 0; well-developed = max points)
C
17 Habitat complexity
0-6
0-6
0-6
1
(little or no habitat = 0; frequent, varied habitats = max points)

E?
is Canopy coverage over streambed
?
0-5
0-5
0-5
3
.. (no shading vegetation = 0; continuous canopy = max points)
19 Substrate embeddedness NA* 0-4 0-4 2
(deeply embedded = 0; loose structure = max)
20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 1
(no evidence = 0; common, numerous types = max points)

V
21 1 Presence of amphibians
0-4
0-4
0-4
1
(no evidence = 0; common, numerous types = max points)
Presence of fish 0-4 0-4 0-4 0
M (no evidence = 0; common, numerous types = max points)
23 ( Evidence of wildlife use 0-6 0-5 0-5 1
(no evidence = 0; abundant evidence = max points)
Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 40
'These characteristics are not assessed in coastal streams

I USACE AID# DWO # Site # (indicate on attached man) I
IN7
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Charlotte Storm Water Services 2. Evaluator's name: Environmental Services Inc.
3. Date of evaluation: June 19, 2006
5. Name of stream: UT to McAlpine Creek (Stream A)
7. Approximate drainage area: approx 36.5 acres
9. Length of reach evaluated: 100 feet
11. Site coordinates (if known): prefer in decimal degrees.
4. Time of evaluation: 1:30 pm
6. River basin: Catawba
8. Stream order: 1"
10. County: Mecklenburg
12. Subdivision name (if any): Old Farm
Latitude (ex. 34.872312): 35.1399°N Longitude (ex. -77.556611): 80.7870°W
Method location determined (circle): GPS o o Shee Ortho (Aerial) Photo/GIS Other GIS Other:
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): Heading
south on HWY 16 (Providence Road) in Charlotte, cross over HWY 51 (Fairview Road). Continue traveling south for approximately
one mile, then take a left onto Brockton Lane. The project study area is located along Brockton Lane, Guildbrook Road, Turnbridge
Road, and Folger Drive.
14. Proposed channel work (if any): Culvert Ripe upgrades and stream restoration.
15. Recent weather conditions: No rainfall within last 48 hours.
16. Site conditions at time of visit: Slightly entrenched and channelized with minor undercutting along banks.
' 17. 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)
' 18. Is there a pond or lake located upstream of the evaluation point? YES ® If yes, estimate the water surface area: N/A
19. Does channel appear on USGS quad map? YES ® 20. Does channel appear on USDA Soil Survey? YES
' 21. Estimated watershed land use: 85 % Residential % Commercial % Industrial % Agricultural
% Forested % Cleared / Logged 15 % Other (Inst)

22. Bankfull width: 2.5' 23. Bank height (from bed to top of bank): 2'
24. Channel slope down center of stream: 4 Flat (0 to 2%) Gentle (2 to 4%) Moderate (4 to 10%) Steep (>10%) .
25. Channel sinuosity: Straight Occasional bends Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic
cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section.
Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the
stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total
score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 42 Comments: This evaluation was performed on an approximate 100 ft reach
directly below a concrete flume between Brockton Lane and Folger Drive (Stream A - SC2).
Evaluator's Signature Date June 19. 2006
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 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 06/03. To Comment, please call
919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
CHARACTERISTICS ECOREGION POINT RANGE SCORE
i Coastal Piedmont Mountain
1 Presence of flow / persistent pools in stream 0-5 0-4 0-5 3
(no flow or saturation = 0; strong flow = max points)
{ 2 Evidence of past human alteration 0-6 0-5 0-5 1
(extensive alteration = 0; no alteration = max oints)
Riparian zone 0-6 0-4 0-5 3
(no buffer = 0: continuous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges 0- 5 0- 4 0- 4 4
(extensive discharges = 0. no discharges = max points)

>• ? Groundwater discharge
0-5
0-4
0-4
1
;, i (no discharge = 0: springs, seeps, wetlands, etc. = max points)
j Presence of adjacent floodplain
6 I
0-4
0-4
0-2
1
(no floodplain = 0; extensive floodplain = max points)
< / ( Entrenchment / floodplain access 0 -5 0 -4 0 -2
1
%1 (deeply entrenched = 0; frequent flooding = max points)

g Presence of adjacent wetlands
1
0-6
0-4
0-2
0
I (no wetlands = 0; large adjacent wetlands = max points)
9 Channel sinuosity 0-5 0-4 0-3 2
(extensive channelization = 0; natural meander = max points)
1
10 Sediment input 0-5 0-4 0-4 2
(extensive deposition= 0; little or no sediment = max points)
11 Size & diversity of channel bed substrate
NA*
0-4
0-5
4
(fine, homogenous = 0; large, diverse sizes = max points)

12 Evidence of channel incision or widening
0-5
0-4
0-5
1
(deeply incised = 0; stable bed &: banks = max points)
13 Presence of major bank failures (severe erosion = 0; no erosion, 0-5 0-5 0 - 5 2
stable banks = max points)

14 Root depth and density on banks
0-3
0-4
0-5
3
H (no visible roots = 0; dense roots throughout = max points)
Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
4
15 (substantial impact =0; no evidence = max points)
16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 3
(no riffles:ripples or pools = 0; well-developed = max points)
< 17 Habitat complexity 0-6 0-6 0-6 1
(little or no habitat = 0; frequent, varied habitats = max points)
p
d
18 Canopy coverage over streambed
0-5
0-5
0-5
3
w (no shading vegetation = 0; continuous canopy = max points)
19 Substrate embeddedness NA* 0-4 0-4 2
(deeply embedded = 0; loose structure = max)
1 -)0 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 0
i - (no evidence = 0; common, numerous types = max points)

21 Presence of amphibians
0-4
0-4
0-4
0
(no evidence = 0; common, numerous types = max points)
O ?? Presence of fish 0-4 0-4 0-4 0
(no evidence = 0; common, numerous types = max points)
.. 23 Evidence of wildlife use 0-6 0-5 0-5 1
(no evidence = 0; abundant evidence = max points)
Total Points Possible 100 L 100 100
TOTAL SCORE (also enter on first page) 42
*These characteristics are not assessed in coastal streams
' USACE AID#
Site # (indicate on attached
Im -?w
STREAM QUALITY ASSESSMENT WORKSHEET
' Provide the following information for the stream reach under assessment:
1. Applicant's name: Charlotte Storm Water Services 2. Evaluator's name: Environmental Services Inc.
3. Date of evaluation: June 19, 2006
5. Name of stream: UT to McAlpine Creek (Stream B)
4. Time of evaluation: 2:00 pm
6. River basin: Catawba
' 7. Approximate drainage area: approx 1600 acres 8. Stream order: 2nd
9. Length of reach evaluated: 100 feet 10. County: Mecklenburg
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): Old Farm
Latitude (ex. 34.872312): 35.1396°N Longitude (ex. -77.556611): 80.7898°W
Method location determined (circle): GPS o o Shee Ortho (Aerial) Photo/GIS Other GIS Other:
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): Heading
south on HWY 16 (Providence Road) in Charlotte, cross over HWY 51 (Fairview Road). Continue traveling south for approximately
one mile, then take a left onto Brockton Lane. The project study area is located along Brockton Lane, Guildbrook Road, Turnbridge
Road, and Folger Drive.
14. Proposed channel work (if any): N/A
15. Recent weather conditions: No rainfall within last 48 hours.
16. Site conditions at time of visit: Bedrock controlled channel with moderate flow.
17. 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)
18. Is there a pond or lake located upstream of the evaluation point? ES NO If yes, estimate the water surface area: 3.25 acres
19. Does channel appear on USGS quad map? ES NO 20. Does channel appear on USDA Soil Survey? ES NO
21. Estimated watershed land use: 85 % Residential 10 % Commercial % Industrial % Agricultural
% Forested % Cleared / Logged 5 % Other (Govt/Inst)
22. Bankfull width: 15' 23. Bank height (from bed to top of bank): 4'
24. Channel slope down center of stream: 4 Flat (0 to 2%) Gentle (2 to 4%) Moderate (4 to 10%) Steep (> 10%)
25. Channel sinuosity: Straight Occasional bends Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic
cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section.
Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the
stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total
score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 63 Comments: This evaluation was performed on an approximate 100 ft reach
directlv west of the residence at 5316 Guildbrook Road (Stream B - SC3).
¦ Evaluator's Signature Date June 19 2006
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
I United States Army Corps of Engineers 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 06/03. To Comment, please call
919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET I
CHARACTERISTICS ECOREGION POINT RANGE SCORE
Coastal Piedmont Mountain
+? l ( Presence of flow / persistent pools in stream
0-5
0-4
0-5
4
{ 1 (no flow or saturation = 0; strong flow = max points)
Evidence of past human alteration 0-6 0-5 0-5 3
y (extensive alteration = 0; no alteration = max points)
3
3 Riparian zone 0-6 0-4 0-5 2
i (no buffer = 0. contiguous, wide buffer = mat points)
4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 4
(extensive discharges = 0; no discharges = max points)
} ! 5 Groundwater discharge 0-5 0- 4 0-4 4
i (no discharge = 0: springs. seeps, wetlands, etc. = max points)
j "
6 Presence of adjacent floodplain
0-4
0-4
0-2
2
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0-5
0-4
0-2
2
` (deeply entrenched = 0; frequent flooding = mar points)
g Presence of adjacent wetlands 0-6 0-4 0-2 0
1
1 (no wetlands = 0; large adjacent wetlands = max points)
l
9 Channel sinuosity 0-5 0-4 0-3 2
1 (extensive channelization = 0; natural meander = max points)

10 Sediment input
0-5
0-4
0-4
3
(extensive deposition= 0; little or no sediment = max points)
j 11 Size & diversity of channel bed substrate
NA
0-4
0-5
4
(fine, homogenous = 0; large, diverse sizes = max points)
Evidence of channel incision or widening 0-5 0-4 0-5 2
(deeply incised = 0; stable bed &- banks = max points)
Presence of major bank failures (severe erosion = 0; no erosion, 5
0 0-5 0-5 2
,.a 13 stable banks = max points) -
d
14 Root depth and density on banks
0-3
0-4
0-5
3
F
(no visible roots = 0; dense roots throughout = max points)

F- Impact by agriculture, livestock, or timber production
0 - 5
0 - 4
0 - 5
4
15 1 (substantial impact =0; no evidence = max points)
16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 3
(no rifflesiripples or pools = 0; well-developed = max points)
1 Habitat complexity 0-6 0-6 0-6 3
(little or no habitat = 0; frequent, varied habitats = max points)
p
d
18 Canopy coverage over streambed
0-5
0-5
0-5
2
(no shading vegetation = 0; continuous canopy = max points)

19 Substrate embeddedness NA* 0-4 0-4 3
(deeply embedded = 0; loose structure = max)

, Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
3
0 (no evidence = 0; common, numerous types = max points)

1 Presence of amphibians 0-4 0-4 0-4 3
O (no evidence = 0; common, numerous types = max points)
O Presence of fish 0- 4 0- 4 0- 4 2

22 (no evidence = 0; common, numerous types = max points)
23
' Evidence of wildlife use 0-6 0-5 0-5 3
j - (no evidence = 0, abundant evidence = max points)
Total Points Possible 100 100 100.
TOTAL SCORE (also enter on first page) 63
`These characteristics are not assessed in coastal streams

Jefferson Phase 1 Drainage Complaints
Can garden on Guildbrook be
Daisle , Susan 1336 Brockton Lane saved? 1st Public Meeting
Proctor William P 1215 Brockton Ln Flooding Blocked creek causing flooding. 336-Rain
1223 Brockton Ln Backyard Questionnaires
1237 Brockton Ln Backyard Questionnaires
Channel suffering from heavy
Edmonds Joseph M 1329 Brockton Ln Erosion vegetation and erosion causing 336-Rain
1331 Brockton Ln Questionnaires
Drain backs up and runs down
1215 Brocton Ln Behind House driveway Questionnaires
1235 E. Barden Rd Rear of prop. Questionnaires
The storm drains from
Farmland dump directly into
1412 E. Barden Rd Backyard backyard and cause flooding Questionnaires
Erosion throughout channel. Minor
Jennings Jc 1401 East Barden Rd Erosion blockages. 336-Rain
Channel has erosion and overgrowth
through-out. Several trees are being
Brackett Charles W 1411 East Barden Rd Erosion undermined 336-Rain
Tolman James P 1412 East Barden Rd Flooding Flooding in back and 336-Rain
Severe erosion along creek.
Medlin Ho 1414 East Barden Rd Blockage Channel blockage. Standing water. 336-Rain
Channel erosion throughout with
Trabelsi Mohamed 1509 East Barden Rd Blockage blocka es 336-Rain
Proctor Bennett J 6510 Fol er Or Blocka a Floodin in back and due to 336-Rain
Yard eroding b/c of runoff from other
Sawyer Clyde L 6541 Fol er Or Erosion yards. 336-Rain
Carport collects water due to blowout
Creasman John T 6549 Fol er Or Storm Water Other of slab inlet. 336-Rain
Channel erosion, growth over
Ezrin Murray 6721 Fol er Dr Erosion drainage ditch 336-Rain
Marcus David A 6731 Fol er Or Erosion Channel has erosion. Some 336-Rain
Erosion due to debris in channel.
Halle Betty T 6901 Fol er Or Flooding Also flooding b/c channel is too 336-Rain
Lubbers Frank 6953 Fol er Or Floodin Ditch too shallow causing flooding. 336-Rain
Kartsonis Pete 6979 Fol er Or Erosion Severe channel erosion in back 336-Rain
Standing water and erosion in creek
Lindsey Roger 7001 Fol er Or Erosion on property
Welfare John S au h 7201 Fol er Dr Flooding Erosion and flooding tail ditching. 336-Rain
RCP discharges in backside yard.
Silt slowing water flow in ditch
Welfare John S au h 7201 Fol er Dr Flooding causing flooding. 336-Rain
7424 Fot er Dr Backyard Questionnaires
Channel loo shallow causing erosion
Kirkland Walter fr 7424 Fol er Or Floodin and and flooding. 336-Rain
7500 Fol er Or Backyard - Questionnaires
Gras Susan 7500 Fol er Or Flooding Flooding and erosion in back and 336-Rain
Along side of
7508 Fol er Dr creek Lots of land lost due to run-off Questionnaires
Flooding, blockage, erosion in
Williams David M 7508 Fol er Or Flooding backyard. 336-Rain
Williams, Pat 7508 Fol er Drive Erosion Erosion caused b runoff. list Public Meeting
5216 Guildbrook Rd Rear of prop. Questionnaires
Newsome Toni D 5424 Guildbrook Rd Flooding Runoff entering driveway. 336-Rain
Driveway and retaining wall
5434 Guildbrook Rd Driveway problems from water flow Questionnaires
Trees and debris blocking creek
causing creek to erode and sewer
Hynes Dale E 5434 Guildbrook Rd Blockage l ines to break. 336-Rain
Halley, Robert 5225 Guildbrook Road 1st Public Meeting
Concerned about culvert/ditch
Naho , Dot 5308 Guildbrook Road between 5308 and 5316 Guildbrook 1st Public Meeting
Silt build-up in do me taus--?
Deese William Max 1123 Turnbridge Rd Erosion s low water flow and minor erosion. 336 -Rain
..INDEX OF SHEETS
,,
e9rriptlon Sheet Number
Cave Shed ......„._.,,_,
._.__...._ ._....._........,_.__ 1
Geaenl Nohe & Abbrcvietloee.__„„._,„..,„_____,_,,,„„_„__,,,,,„,,,„_w, q
Droluge Strneben Sehduie.__..._..,..,.__.Y_.._._._.._._..___„._..„._ 7
Dnluge Meee & Preflln.........__._,»_.__.....„._._........._......_.._ 49
Strom Aerkntloa DekBe __..._......,.__.._...___......._._„..__.__.. SRISR7
Strom Retkntloa Pkm # Pntlke ___„_,?_._...._.._........,.„.„„, SR4SR6
Vegemtln??aa _.._._._..__ .._._......___......._..___......._.. VI
DeteW _.___.._._ ._....._...__. _............_...__ Dl-DS
Stlwdunl DemOe._._.._.__..._».........._____......._....._.__......._._. S1S11
Croq Stctlee DemIN .,„„_____._....„.„..,_.„„,...__.__„___.„„„.._....... CSI
Tra1Re Coetral Pkee._____..___.__.,_.,„,_,__„__-.,_„?,,,?__.Tl-T4
Erodon Control Plur ._......_.._„.._„_.,_,...._.______. . ERI-ER8
?
unary Coordhatloa PWe ._....._..._....._._._......_._....
.._.. UC1, UC2
Paremem Aepkao?tPhu __.,„_._....._ __.....____...__.._„Pt
Water- Sewer Relwlka Pkele ..---.........?...._.__..._?_..._._... ut-us
TomlSkeb _.__...._.__.?__._
._...___._...__....._....... 53
y ?
.; ,y,,. Seryices
PLANS PREPARED I3Y:
7101 ,qHN HImPNRIE9 WIND
RALEIGH, NC 27612
®I??? [phone]
®? Olfice Lacolimr
community Infraetruolun aned{auk Norm Carolha Gewgla
e Soulh Carding Flaka
etereectlon o[
rovldence Road,
alrrtow Road, and
erdie Road
Ara
d-?
rt,;
„:?
,?jr? ,a?. ?±
ENGINEERING & PROPERTY
MANAGEMENT

ALIGNMENT D--?-1?\`Y//3
0

BENCHMARK 0
LOCATION °
SHEET SR-4
ALIGNMENT-
SHEET 9
ALIGNMENT -F-
cuanaracrc R. GPS 1
GPs pz A
SHEETS SHEETS
ALIGNMENT-E- ALIGNMENT-&
SHEET4
ALIGNMENT-A-
Na NOR7WN0 EASTNO ELEVA7Nk! ----
DESCRIPTION
1 SIe1w.2191 1481@ISI211 821.1079 Mlq NAIL WMASHER, SE7IN PAVEIAEM AT SwO
OUe0BR001(ROAD
2 370TM.8W8 1486224.0574 8130152 NAGNAa WMASIER, SET IN PAVEMEMAT
Ca RNE R OF SROd(TON LONE 8 OI1N?BROOK ROPD
J 571291.2m1 1488281.Bm7 Sb.7792 MAONAE WAYA9HER 9ETIN PAYEAEM AT
LYMiNER Cf BR00(TON IAIE 8 PRD410ENCE RMD
2002 STANDARD SPECIFICATIONS
II,®CATION MAP
NT9
GRAPHIC SCALES '
z;
95% SUBMITTAL 12-21-2005
?Cd Poi
PROYm

SHEET 6
SHEET SR-S ALIGNMENT-C-
ALIGNMENT-H-

I?
il, ,??.
I
a
,i !?;h
.. . ,.^i:
2OO6132t?
RECOMMENDED
...FOR CONSTRUCTION
ContraM AdminlFtratlon
Storm water Conetractlon
Storm Water-ProJeM Manager
Landdeape Managemat
3rorm water - Water Qaatlty
CDOT -Design
CDOT- Tral®e control
rMu

CONVENTIONAL 51GNS
F.rktle Pr ? ??
g openly dine _.._...... ---
-----------_..?.
?sktlng Strudurm.._._ prm ?rmnrr?lp?
Proposed Edge otPavemeet......,_.,,_„_,„
Pena.?.__ M_
Skpe 3mbe I.ioe __.._,,..._,,,,,
_
,_,_
EektlegPobtleDnieageEawmrot....__ ---?- ---,----, --_
EilrWgSaoilary Sewer Eaeemnt..,_ -- we---ac--
Tempanry Conetrocnoe Earemeot ___,-„ --a -e-e._
Permunt Drelnage Paremeet - a -_
Utlllry Eu?eot...,,__„_?._
Eiletlng Ca Ilne _..?.,.__,,,
Eileneg Weter Llne.,_.,..,_...._ ._-.-

Edrtleg 8aolhry 9ewe._.„, - _
?
._
Eaktlag Overhad Utlury -? -.

EilrtlSg Uodergroood Tderommnolatlom -„ _
_ •
Edrtlng Uedergraned EIaMc -. _ •

Eilatlog Overbnd Eketri.- _ -

Saw Cot tine __.. _ _ _
•
CeaterBae dChaud ____„.
Eilrtlng Strom Dnicage.
Peopoaed Skrm Drilege
Propmed Eodwau.._.__........_.........„?__.. ?./
Exktlag Tra „?_„_? '`}
'?
ErWog 3hnb ®
Eilrtlog Sl?--_,._.....__........?....._.._.__
Eiletlag WateMekr __,,,,,,_
...,.._._. '"M
p
Eabtlng wakr Valve _....,___?.,„.,,,„,_„_,„, ?
Edetlag Gu Vdre._. ,_ cv
Eilrtlng Sulnry Sewe Maebole ,_ Os
Propoud 9aelmry Sewer Manhok.....__.,„„_....... O
Eilrtlag Skrm Dnla Mubole...._,„,,,„„,,,,,,,,„ `o\
Propored Skrm Dnk Maehok
Propomd ]mctloe Eot „_..,,,,,.,,_„,,,,,,,,,,,,,,,,,_._ ?
E:ktlog Tekphou llLohak _..__...._..,„,_,.,„__„__ _?y 7
Propmed Tdephooe Manbde._..._.„„..„_„. O
EaktlagEleMe Muhok ?._„„.„„„_,,,? O
Propmed Elertrk Mmbole._..._,,.,.,_„__„ O
EilNog CakS Burin......._.._.._ ..............„._ 8
Propored Pipe Plvg »____..__.......___
Propored Caleb Bade ,,,,.,_,,,__.,__._..__.
Prapomd Yard Inlet._..„....„..__...._.__.__..._..__
PropmM Doable Gkb llnln.....,„„.„,„.,„„„„.„..
Eiletlng LlghtPde......„„._..__„___„..„..._ #
Propaed Light Pole _.._„____,,,.„„_„„„.„„
Eahtlng Umlry Pde ._.._„...,,,_,,,„,„„„_._.._...
__...
__
Gy win..._....._._....
Pro
M Utlli __..._... .Q
?
por
ty Pok _._.......„.._„_.................
Iron Pin .. ...............m.„_, ()
Eiletlng Pin Hydrant.._..»,_»,__...._.._........ -a
Evktleg Mdlboi „____._....._._„_„_._...__.„._.
Propaed Flu Hydnet..__._..„___,..,,.._...._,,, ?.
Palatlog Yard lokt.,_...,,,_......... _ ?
Drakage9trnden Symbd _._......._...____._..._ O
TneProtectloa-...W....__.._W__...._._.__-_
Tree Romovil....____._._.,.,,,,.,__......_._... X
Crom 8ectloa Aeknoa._
Flow Diretlaa Retenea..„.._ _,__ ?_
Propmed Coeerete.....-•••.._......._....._. ?,?
Pnpaed Arphak ?.._ .___
Propoad RIP Rap Dlkh._ .,_.
Proposed RIP Aap »._......-...._....._......_...
Propmed Pavmut Removd
Proposed Cnvd._„.„..._..»_?,_--__,?
Progwed Modale Bloeh wall„
ENCiNEF?iNC d PNOPERry
MANAGEMENT
APPROdJEID
CITY ENGIIVEER DATE

1
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NTS
GENERAL NOTES
PROPOSED CURB ELEVATION:
THE CONTRACTOR SHALL9ET AND AOIUST PROPOSED CURB ELEVAnON3 PS NECESSAR3'TO ENSURE PROPER
LONGITIAINµ GRADE FOR DRNNAGE. THE CONTRACT SHALL RETNN EXISTNG PAVRAFIIT, ULE8907NERWISE
NOTED.
DRIVEWAYS AND SIDEWALKS:
PROPOSED DRIVLWAY ENTRANCE GMENSIONS ARE FROM E1fPANS10N JqM TO EXPANSIONJOM. MATpi
REPLACEMENT MAIERIPi3 TO THE EXISTNG SURFPDEACCORDMGLY,
-CONCRETE-SIX INCH PORTLAND CEMENT CGICRETE (JBW PSIS
-ASPHµT - 2" SF A.5 A SURFACE COURSEAND /' B 25.0 C MNOBi COURRE
-GRAVEL -SIX INCH CABC STONE
SIDEWALK 9HALl BE FOUR INCHE8IHICK AND 91X INCHES TiOCNAT ORNEWAY CROSSINGS, PFR pry STD. N0.
10.72.
DRAINAGE STRUCTURES:
GRADES, 0.EVAnON9 AND LOCATION SHOWN ARE APPROPRATE. AS DRECTED BYTME ENGINEER TFEY MAY BE
ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS WEEPHOlE8ARE 70 BE CONSIILUCIED WALL
URNNAOE BTRUCTUREB, WEEPHOlE88H0ULD BE ON 8' CENTER WIIXAMMMUA OF 1 WEEPMOIEPRi WPLL
WEEPHOLES AlE TO BE COVERED ON THE OUTSIDE OF THE STRUCTURE BYABAG MADE dF FLIER FABRIC
FILLED WITH BIB STONE. THERE WLL BE NO S@NWE PAYMENT Fpi THIS WUPoC
STAnON, OFFSETS ANO ELEYATAN9 REFER TO THE CEMER OF DROPINIEIu, MANHOLESPNDJUNCRON BOXES,
AND THE MIDPOMT OF THE ORATE FOR CATCH BASINS. UPON APPROVµ BY THE ENGMFFR CONIRACTi1R MAy
9UBSR7UTE BRICK STRUCTURES WITH PRECAST SIRUCRAE9,
ACCESSIBLE RAMPS:
ACCESSIBLE RAMPS SHµI BE RECONSTRUCTED WHEN DISPLACED BY (:ONSTRUC110N ACTM11E3 USING CALD
STD. iS31 A L 8, 10.32A L 8, 10.33 AA 8, AIIDAR 10.35 ASPPPRORUATE PROPOSED CURB 9HA118E DR'PESRED
AT INIER9ECnONS TO PROwDE TOR FUTUE ACCESSIBLEPAMPB.
SUBSURFACE PLANS:
9UBSIIRFACE INVESTIGATIONS OF A LIMITED SCOPE ARE AYALAME FOR THIS PROJECT. COMACTTHECmro
OBTAIN A COPY aF THE GEOTECHNICµ REPORT IF OE91RE0. INAWRION, THE CONTRACfgt SW+LL MANE
HIBMER OWN INVEBTIOATION AB TO THE SUBSURFACE CONDITIONS, THE CRY I9IgT REBPON&BIE Fpl
BUBSTRUCIURE CONgT10N3 ENCOUNTERED BETWEEN BOPoNG LOCATIONS.
TREES, SHRUBS, AND HEDGES:
THE CONIMCTORSHALL NOT BEHOVE ANY TREES MARKED FOR Po3NOVµPPoOR roaE MONR3BEFORE
CON9TRUCTON PER BUBLOCAnOR
THE CONTRACTOR SHALL SAVE ALL TREES AND SHRUBS WHERE TREEPROTECTION IS NOTED ON iHERAN3.
TREES AND SHRUBS THAT THE CONTRACTOR I$ REQUIRED TO REMOVE ARE SHOWN ONTIEPUVIS HLROOT
PRUNING IS TO BE PERFORMED IN ACCORDANCE WRH CITY OF CHA3LOTIE LPND9CAPECOTLRTILLICR071
STANDARDS 9ECnON 0100Q PAIn 03K.
CONTRACTOR SHALL OFFER TO THE PROPERTY OWNER µl SHRUBS ANDlOR 7REE30F TWVa9PLANTABLE SIZE.
WHICH AAE TO BE REMWEO. IF THE PROPERTY OWNER DOES NOT WANE THE9HRUBSANDARTFEE3, TIE
CONTRACTOR SHALL SAnSFACTORILY DISPOSE OF THE SHRUBS ANDAR7IEES ROOTBRIDGMG 9NA11 BE 1?
TO PREVENT DAAUGE TO TREE ROOTS FRpA EOUIRAENf.
TREE PROTECTAN FENCE SHALL BE'w51-BARRIER' HIGH OENSm POLYEIIMENE FABRIC, ORAI4Cf, FOIBi FEET
IN HEIGHT. INSTALL PER MANUFACTURERS SPECIFICAnONS WHERESHOWN ON THE PW93. TREE PRO7ECnON
FENCE SHALL BE INSiµLED BEFORE ANY DEMOLITION OR CONSTRUCTION BEGIN9INITE PREAPND SMPLI. NOT
BE REMOVED UNTIL CONBTRUCTON I$ COABN.ETED AND A9 DIRECTED BYTHE OWFBL MAMWN TREE
PROIECnON FENCE THROUGHOUT CONSTRUC7XXI.
LIVE STAKINGS NOTE:
LIVE 9TAlLHG WILL BE PLANTED ON THE &WKS OF CHANNEL, POSSIBLE TREES THAT WILL BE MTHE IRE
STAMNG9INCLUOE ELDERBERRY, SILI(Y DOGYAW, RIVER BM(:H, 9YCAMpE, L TPA µDER
MAIL BOXES:
' THE CONTRACTOR 9HNL RELOCATE µ1 MAIL BOXES AS REQURED BY SECTION 107-120F THE NCDOT
STANDARD 8PECIFICAnONB FOR ROADS AND STRUCTURES. COORDNATE THIS WOPo(WTMTIE U.S POBTµ
SERVICE,
FENCES AND WALLS:
TILE CONTRACTOR SHALL REMOVEAND RESET FENCES AND Wµl9 AS NOTEDONTHE RAN9 ANDAR AS
pRECTFD BY THE ENOMEER AW SHALL BE RESET OUTSIDE THE PoGM-0F-WAY. THE E%ACTLOCAIATI AND
OMENSpN9 TO THE8E FR3A9 TO BE REMOVED OR DISTURBED DUPoNG COPl577Po1CTIION 9HALLBE RECORDED
AND PHOTOGRAPHED BY THE CONTRACTOR PPoOR TO CON3TRUCTON. WNiWCTOR8HNI BE REpAREO TO
COORONATEWTRI HDME OWNERS FOR INSTµUTION OFTR,WOIIAAY PET PRICES,
SIDE SLOPES:
lIMTB OF PROPOSED SLOPES ME INDCATED IN THE BANS, DETMl9 MD STPNDARD DRAVAN09. 111E MAXIMUM
FlLL SLOPE SHµI NOT E%CEED A 2:1 (HOPo20Mµ TO VERnCµ) UNLESS DESIGNATED BYTHE ENGINEER CM
SlOPE3 GREATER THAN 2:1 HILL BE USED ONLY AS DIRECTED BY n1EENGBEER NIDATTMEBPEpFlC
LOCATONS SHOWN ON111E PLPNS.
SAW CUTS:
THE CONTRACTOR SHALL 8AW CUT E)05nNG ASPHALT ANDAR CONCRETE SURFACES PRIORTO RBAOVµ
LMlES3 OTHERWISE DIRECTED BY THE ENGINEER. SAW CUf WIDTH SHALL BE 1 F00T MNIMLM FROM THE
EfOSnNG EDGE OF PAVEMENT, SAW CM PAVEMENT SHALL BE RER/CEDA9 WELL ASAOORANFL PAVEMEM
REQURED TO nE-M i0 FACE OF PROPOSED CURB AND OUTIER
EXISTING SANITARY SEWER AND WATER LINE:
FOR WATER µI0 SEWER LOCATES THE COMPACTOR SHNL CALL C.M.U.AT 701.3362'94,
AN INSPECTOR FROM CHARLOTTE-MECKIENBUTG UTILm DEPARTMEMSHALI BE NDTIFlEDM HWf7.4 PPoOR TO
7ME BEONNINO OF WATERANDAR 8AMTARYSEWIRYAfBL
WHERE SANTARY SEWERS AND WATER LINES ARE ENCOUNTERED, THE CCNTRACTOR&3All USECMEIN
YARNING AROUND OR NEAR THEM. IF AN EXISTNG SEWER OR WATER UNE 6 DMV.GFD, THE CONIRVCfOR
BHµI IMMEDIATELY REFUGE THE SEWER OR WATER UNE WITH DUCTILE IRON RPE THE dXRWCTIX9 SHALL
REPLACE A MNIMUM OF 90 FEET OF SANTARY SEWER UNE ANDIOR WATER LINENTTHCUCTILE MON RPE WfiEI!
OWVN0.0E RPE CORES IwTHIN 181NCHES DF SAID LNES VERTAN.LY OR 10 HIXIRONTALLY.
ALL WATER VµVE3, WATER METER 80XE8, AND WATER VAIATS W THE COFS7RUC710NMFgpRETO BE
ADJUSTED TO THE FINISHED GPAOE BY TIE CONTRACf01t
IF THE WATER METERS ARE TO BE RELOCATED HOPoZOMµIY, THEY SHALL BE MOPED TOANPAF.ABR8NDIHE
PROPOSED CURB. IF RELOCATED METER I$ IN DRIVE 019 SIDEWµI(CONTRPCiOR PALL PROVIOEPNDIN3TW1
CONCRETE METER BO%ES.
WRIER AND SEWER LINES ARE TO REMAIN ACTIVE OUPoNG CONSTRUCIIgV. IF 7HS ISNOT POSSIBLE, TIEN
CONTRACTOR SHALL FOLLOW C.M.U. POLICES, PROCEDURES, STAIOA1tDSAND9PCGFMA1pNMAM1At-
SEWER UTERµ3 ARE TO BE RECONNECTED PERC.M.U. SPECFICAnONS.
1
STOCKPILING NOTE:
- ANY ONSITE SiOCKRUNG IS TO BE COORpNATW AND APPROVED BYACm MSPECTTJR TIE STOCIa'ILE WILL
BE PROVIDED WITH GROUND COVER IS WORKING GAYS UPDN COMPLEnON OF ANYRNSE OFNAPoC MULGI
WILL BE TACKED WRH EMUl51FlEDA3PHPIT.
GENERAL NOTES
GENERAL UTILITIES NOTES:
1. CONSTRUCTON ME1IADS MA MATERIµSSMALL SE IN ACCORDANCE WRH CHABOTTE-MECIdEFRURG
URLIRES STANDAPo)S AND SPEGFICATION$, UNLESS OlNU5M3E NOlEL1.
2. µI CONiAACTORS MARKING ON CMU PROJECTS PRE REQUIRED TOONN ACOPYOF THE DESIGN MPNUµ
AND SHµI IEEP A COPY ON iHEJOB SRE ATALL nMES.
3. CONTRACTOR IS FULLY RESPONSIBLE FOR COMACRNG µL APPROPRIATE PP1111ES ANDPSSURMG THAT
UIIUTIESARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION CALL NCONECALL
IPREwODSLY ULOCO) AT 1EW832d9/9 FOR URIITY IOCAnNO SERVICES /S HOURS PRIOR 70
COMMENCEMENT OF ANY WORX CONTRACTOR SHALL VERIFY LOCATKNI PlADEPIN OF µL EXISRNG
UTILITIES PRAR TO CON3TRUCIgA7.
0. IF THE PROPOSED WATER ANDAR SANITARY SEWER MAIN IS INSTALLEDWTTHM 17INAM pRECRIXJ
(VERTICALLY OR HOI9IZOMAILY) FROM GA9 MAINS, THE CONTRACTGi SHPLL Cµl REDMOIIT NATURAL
GAS COMPANY AT (134) 525-55B5AW INFORM THRA
5. E%IST. SANTARY SEWER UTERµ BWATER SERVICE IOCAnON3 ANEPPPRO%IMATENIO ME roBE HELD
VERIFIED PRIOR TO CONSTRUCTION. CONTRPCTIX9 TO RELOCATE PNY SEWER UTERPLSAWATER
SERVICES AS NEEDED PPoOR TO STOPoA RPE COIgTRI1CRON.
UTILITY COORDINATION:
CONTRACTOR SHALL COMACT NC oNE-CALL AT 1-0OOB17+1819FOR UIILm LOCATKXIS PRKIft ro
CONSTRUCTON. CONTRACTORSWYl µS0 NOTIFY THECm OF pIARLOTIE UDLm COOFmINATOROF
IMPENDING WORlL THE UDLITY COORgNATOR SHALL BE COMACIEDAT nE FOLLOMNG ADDRESS (48 HOURS
PRIOR TO CON9TRI1C1pNr
MR OMY STANSBURY
800 EAST FOURTHS7IIEEf
CHARLOTTE, NC 28702-7891
(704 3367587
ORGANIUnONB THAT MAY own FACILInE917AIX%AIgUTTH13RT0ECTARE
WKE POWER COMPANY
REDMOM NAi11Rµ GAS
BELL SOUTH
QUEST
nME wARAER CABLE
IGG TELECOM GRGR, rac
Mp
TEUCB
CHARLOTTE-MECILRIBIMG URLMES
NORTH CAROLINADEPARTMEM OF TRA7SPORTATKM
CHARLOTTE DEPARiMEM OF TRANBPOMA710N
THE LOCATIONS OF EXISTING UnlRIES SIAWN ON THE RANG APE FOR THE USE OF TIECGITPADTOR IN
PROVIDING PROTEGTAN9 FOR THE URLRIE3 DURRM CONSIRUC110N OPERATION, THECm, DESIGN
CON3UlTAM, ANDIOR AOEM 9Hµl NOT BE HELD RESPONSIBLE FOR THE P1Xx1RACY OR LOG1nON, SIZE, DEPTH
OR COMPLETENESS OF THE INFORMAnON. BEFORE BEGINNMG CON57RUCTKIN, THE COMPACTOR SHALL
CONTACT EACH OF TIE URLm OWNERS IN THE AREA OF COIIS7RIICTIONREUTIVETOTHEM URUTY
LOCAlAN9. THE CONTRACTOR SHALL PROTECTµL MLITIE9 FRpAMMAGE CAUSED BYCON5IRUCRON
OPERAnONSPNOIOR REUTEDW'ORI(OF1HECONTRACTOR ORHIS A,CENB. THE CONTRACTOR SHALL HOLD
THE Cltt HNfULE33 FOR ANY INCONVENIENCE OR DELAY CW9EDBY THE OPEPATKINS OF OTHERS
PERFORMING THE ABOVE WOPoC NECESSARY ADJUSTMENT OR REIOCAnON OF FJSSnNG IffIURES, EXCEPT FOR
CONTRACT ITEMS WILL BE PERFORMED SY OTFERS. TFE CONTRACTOR 8HALl COORDINATE HIS NAW(WITH
OTHER9IN ORDER TO PROVIDE BAnSFACfORY PROGfE53OF nE PROJECT.
REDMOM NATURµ GA9 (PNG) REPRESEMAnVE MUST BE PRESENT PPoOR TO PND IXXSNGAM CON5R91CilON
WfTHN THE AREA OF EXLRTING GAS MNN9.
THE CONTRACTOR SHALL COORDINATE THEAOIUSTMEM OR R0.0CATIONOF GAS MMNS WITH PNG. PNG MUBi
BE NOTIFIED TWO WEEKS IN ADVANCE OF CONBTRUCiION, µLAD.A187NENT3 µR p&OCAnON$WTLL gE
PERFORAED BY PNG
A BELL eGRH REPRESEMAnVE MUST BE PRESENT PRIOR TOAND OUPoNG PNTCOMRACRON W9IIBN THEAREA
OF EXISTING BELL 8017tH CPBLF$
THE CONTRACTOi SWLLL SUPPOM AJA PROTECT ANY EXISTING UIDRIGROUW UIIUnE& ENCOUNTERED
OUPoNG TRENCH IXCAVAnON ANDAR RPEIN37ALLAnON. CONDIRCTORT0119E E%INEAE GURION WI£N
WORgNG IN AREAS NEAR OUIE POWER TRANSMISSION LINES. THE CONTRAC70q SHML COpIONATE WORWNG
THE AREA OF THE DUIE POWER TRANSM13810N LINE3INTH ED NIWAMS OF WNE EIEAGYAT(704)787-7584.
EROSION CONTROL:
TTITµ OSTURBEDAREAS 9.B4AC.
MINIMUM EROSION CONTROL MEASURES SHALL BE CONSTRUCTEOIN ACCORDANCE WITH THE NC. EITOSIONPND
SEDIMENT CONTROL BANNING AM DESIGN MANUAL, U.3. DEPT. C£AGRLTL7IBE, U.S. SGL CONSERVAnON
SERVICE, Gtt OF CHARLOTTE ER08AN CONTROL ORDINANCE, AIO THE CFW9MELT(LAlID OEVELORAEM
STANDARDS MANUAL
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMEM P1iFA5.
STORM DRAINAGE PIPE 8 GRADING NOTES:
RTOJECT TOPOGRAPHY ANO EXISTING CONDITONB GROUND-CONDpLLE09URVEY PROw0E0 BY Cm OF
CMMLOTIE SURVEY. AOOnONµ URLInES HOI1120NTµ NID VERiMµ LOCATONS (IXOEPT SAN, SEWER),
NOTED ONPLANS, PROVDED BY ON-TARGET, INC. PDORONµ E%ISRNGTREES, STORM DRAINM,E RPES S SAN
SEWERS VERIFlCAnON WAS PROVIDED BYVM0X3G90TI.
RPE INYEM ELEYAnONS HAVE PRECEDENCE OVER SUES. HOWEVER, SLOPES SHALL NOT BE IECREPSED
FROM THOSE SHOWN ON PLAN WI7110Uf PRIOR APPROVµ FROMTHE ENGINEER
µl STORM DRNNAGE PIPE TO BE CLA38 3 REINFORCED CONCRETE UNLESSOn1ERVA3E NOTED. RPE LENGTHS
INDICATED ON RAN ARE APPROXIMATE ONLY.
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TIRENCPoNG, Gi O1HER LAND
DIS7URMNG ACnVm SHALL BE PERMITTED BEYOND LIMITS OF GRPONG VAillOff RBOR APPROVµFROM THE
OWNER AND Cltt ENGIIEEPoNG OEPf.
THE CONTRACTOR SHµL IMMEDIATELY Po:PORT TO THE Cm OF CHMLO7TE ANY OSgEPPNgES FOMD
BETWEEN ACTUAL CONOnON AND CONSTRUCTION DOCUMENTS AND &IALI WAR FOR INSTRUCTION FROM TIE
CITY INSPECTOR PRIOR TOPROCEEOING
BOTHAEPoµ AND GROUNPCONIROLLED EXISTNG COMOUi3 ARE SHOWN ON THE PUN AT 1' INTERVALS.
PROPO.RED CONTOURS SHOWN AREAT 1' INTERVµB.
ALL PROPOSED GRADES ARE FlMSH GRADES.
TRAFFIC CONTROL:
TRAFFlC CONTROL SHALT. SE IN ACCORDANCE WITH THE NOVEMBER70@ EGnON OF THE "ACIRKAPEA 1AAA1C
CONIROl HAN0900K'OYATCH)AND THEIiIAEFICCONRiOL RNL9 DN SHEETS T-1-T<.
ABBREVIATI
ONS
A1C ...................... ...........AIR CONDITIONER ?...."""...... ..............MILES PER HOUR

AD ..................
..
.
. ..._µGEBRMC DIFFERENCE MiL ................ ..............MEiµ

ASPH ....................
.........ASPHµT N................._. ..........NORRVNORDSNG

APPROX ..............
...........APPROXIMATELY NM1D 83........... .._....NORTH AMEPoCAN

BN :........................
.........BACK OFCURB DATUM 1883

B R ................... .
... ...........BITUMINOUS NT9................ _......_NOTro SCALE
BM ........................ ...........BENCHMARK OM................. ..........DVRI HEAD
SOC ...................... ..........BOTTOM OF CHANNEL OC.......,..._...... ....,....ONCENTER

BRO ....................
...........BEARING PAYT ............... .........PAVEMENT

CB .........................
..........CATCH BASIN PC ................... .........PRESSURE pAA4

CLO ......................
..........CURB AND GUTTER PERM._........... .........PERMANEM

CL .......................
..........CLEARANCE PG................... .........PAGE

CA FENCE..........,
_........CHAIN LINK FENCE R ..................... .._....PGM OF OR

CMP ........
.........CORRUGATED A/R RPE ? ???

CMLD ..............._..
......-..CHPALO7TE MECNLENBURG pp ....... .........POYIER POLE

LAND DEVELOPMENT PROP._........... ._...._.PftOP09ED

CMUD ICMU_ ......
...........CHAALO7iE MECIO
ENBURO p3E._..._...._. .........PEAM BWESMf
.
UTILITY OEPAIRNEM pT,,,,,_.............
M........_..._... ,...._.PgMOF UNGENCI'
........PGM OF VFInIM
CMPA ................... ..........CORRUGATED MTL PIPE ARCH PUE PERM URIm ESLTf
CONC ................... ..........CONCRETE .._............ ........,

CONST.....,...,.. .....
...........CONSTRUCTION r.................... .......RADIUS

GCB
DOUBLE CATCH B
S RCBC.........._.- ...._..REINFORCEp CONC BOX WLVERT
....................... ...........
A
IN RCP........_._._. .........RENFORCED COIICRFE
DB .........................
DBL ................_....- ..........DEED BOOK
..,,..,.DOUBLE RD...._........_.. ._.....RON

DI ..........................
.........DROP INLET R0.0C............ .........RELOCATE

DIA .....................
........DIAMETER RT......_............. ....._.ILGM

ow...,....__ .............
.........oRIYEwAr AAMIROW..... ...._...RAM OFWAY

GM ......................_
........,.oIMENSIDN s..............._.?..
sW1................. ..?..sounl
......saBTATLr
E ............................

EA ..................._..... ....._...EASLEASTMG

._.-.. EACH
SD ....................
... ....9TG OA 01 W N

ELEV ......................
..........ELEVATION 9F................... ....._.30UAPoE FOOT

EDP .......................
..........EDGE OF PAVRAENT 9M FFNCE...... ...._..9PLR RAL FENCE

MT .....................
..........EASEMENT SS........_......_ ._. SNIRARYSEWER

ETCB .............-......
...._....ELIXIGATEO7HROAi LATCH BASIN STA.................
STD................. .......STATKM
.......STANDARD
ERCP ..................... ........ELLIPTICAL REINFORCED CONCRETE RPE SW,,,,,,,,,,,,,,-,.
_....
_. SDEWµK
E%1ST .................... ........E%1371NG 9Y.................... ....._.SWAREYMD
FA ......................... ........FACE OFCURB TPN_...._.......... .......TAI90ENf
FES ........................ ..........FLARED END SECTON iCE................ .........TEMP CGIBT ESAIf
FH .......................... .........FIRE HYDRANT TFAP.............. ........TEMPORARY
FOG ........................ .........FIBER OPTIC CABLE TP....._.............. .......7RAVERSE PpM
GV....._....... ........... .........GASVAVE TAY................... ..._..lE5TW1RE
HORI2 .................... ...._....HgTIZONTµ IYP._............... ..__TYRGL
INS .......................... ........IMERSECTION WG.................. ._. 117AER GROUA
INV ......................... .........INVERT VC.................... ......VERTICAL CURVE
IP ........................... ........IRON PIN SET VRTT........ V1iRRCµ
JB .......................... ........JUNCTION BO% ....._
VCP,..._............ ._......
.......VRPoflEDCUYPIPE
JCC_ ....................... ........JEWISH COMMUMtt CENTER W YJEST
L ................._......,,.. ....... LENGTH .._._,....._...... ....._

LF ...........................
.........CHEAP FOOTAGE Wl........_.......... ......WITFI

LT ...........................
.........LEFT WM ................. ......WATFR METER

b .............................
.......P W NO WVAULT.......... ...._..WATER VNJLT
LP ........................... ........LIGHT POLE WV.................... ......WRIER YµIE

LM .........................
........LPNE n ..................... ......YPADINLE'f
MA%..._............_ ..... .........MA%IMUM WE................_.
' _....SIXTYPENNY NAR SEf
MH_....._ ..............._ ......._NAHHOLE .................._._... ..-.f00T
ulu u,uo,?,.,
..........._._........
"
....JNCH
STATION DESCRIPTIONS
SHEET DESCRIPTION SHEET NUMBER STATION ID
GULDBROOK CLOSW SYSTEM 1 lllE-At-
GUILDBROOKCUIVERT $ LBEA1
TURNBRIOGE EAST S LINE-01-
BROCMON 7,5
UNE-01•
O.D FARM/TURNBRA7GE WEST 8 LWES{7-F1-
91REAM RESTORATION DETAILS 9R7 i09R3
OUILDBROOK REACHI $Rl UNE-01-
GUILOBROOK SWAlE SR-S, SR-0 LME 411-,432-
DUILDRRODKMILItt P3 LME 41•
GULDBROOK STREAM UTILITY W LINEJI-
BROCMON UTIIItt US LINE-N1-
STANDARDS
THE FOLLOWING STANDARDS AND THE UlE3T REVL4pN THERETO ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF TIESE PLAf9S.
NCDOT STANDARDS SHALL BE USED, CHARLOTTE ML-GQENBURG LAND DEVELOPMENT
STANDARDS MAY BE USED IF THERE E NOT AN APPLICABLE NCDOT STANDARD,
NCDOT:
STD. NO.: TITLE:
838.80 PRECAST CONCRETE ENDWALL
890.01 BRICK CATCH BASIN
840.54 NCDOT PRECAST MANHOLE
840.88 DRAINAGE STRUCTURE STEPS
840.Y2 PIPE COLLAR
CHARLOTTE-MECKLENBURG:
STU. NO.: TITLE:
10.178 CURB AND GUTTER
10.19 CURB TRANSITION
10.22 CONRETE SIDEWµKS
1017 RESIDENTIAL DRIVEWAY (TYPE I)
10.29 CATCH BASIN FRAME IN VALLEY GUFTER
20.03 DOUBLE CATCH BASIN
20.07 BRICK JUNCTION BOX
20.07 RIPRAP LINFA CHANNEL
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NCOOT CATCH BASIN NCD0I ENONALLS rl i
pDANITIFB FONpxA1NACE CLASS AI RC. PIPEgNLEBS NOTFD p7xE0WISE3 8700.1b'EO gg .
TWEOFGMTE pINLESBNGTEB R a w ? Z
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m ? Q ? W ? C QQq W ? > ) ? F f F F',P ? 9 W ? 6 $W qW QLW? `?
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STATION • _ I 1 1 ? YL
S
LME Al 12 ??
0+1182 4 CL 4 OIJT 59150 588.58 58850 I 0.94 58 _ _ - -_ 13
- - - 1 1 _ -- _- --.. - --
4 _ 80375 598.00 59130 1 0.75 - 81 - --? - 5
0+8987 4 CL 3 ?- 1 -. - -- -?-
1?60.28 4 CL 2 3 619.50 807.00 BD0.00 1 5 2.5 52 _- _.-_--- -- --- ?' f o
1 2 822.30 616.80 814.10 1 0.5 • Q r g
CL - ?a frgi
2+12.32 4 -?- -- - - pp
- - W c Y„ ?89
- o?.R s
UNE S1- 17 I 8 1
0+85.31 5 Cl 9 OUT - 585.73 585.73 11 173
1+02.02 5 Cl 8 9 593,70 585.82 585.73 1 2.88 166 g 94 1 1
gy 2 97
1+87.94 5 CL 7 7 803.50 597.50 59703 1 ? 0.84
3+80.92 5 CL 8 598.50 597.70 91
4+71.94 5 CL 5 8
8 I 27
21 2 2
UNE-01- -
0+21.05 5 CL 10 7 604.70 597,13 597.4D 1 1,97
1 COL=PPE COLLAR
- -- _ 1
UNE?C1- 15 -_ - - COL=PIPE COLLAR
2+82.78 8 CL COL FES 629.00 629.77 - - - -- - - ? 8
-- 1 1 - -- - - - 6 -
1 1 - -5 ---
4N8.38 8 CL 13 COL 641.75 633.25 63720 1 038 73 - i - - 1 _ _--_ -- - _
4+9135 8 CL 12 13 643.08 83770 838.20 „ ; 42 - -- - - - - ? -- -
5+33 83 6 CL i t 12 643.53 638.67 - - .. _- _-. - _ _ _ ? °?
- - - -- - - 32 1 1
_ _ 5 1 _?.
LNE -01 42 7 1 ?
7 CL 19 20 625.20 620.00 819.50 1 0.2 ? 7 .?
0+41.71
1+25.33 7 CL 16 19 827,30 fi20.70 620.20 1 1.8 141 g 191 1
216830 7 CL 17 18 630,00 622.00 62D.90 1 3 8g 121 1 g 10 1 g
4+74.97 8 CL 18 17 639.82 630.25 82377 1 4.57 14
4+88.74 8 CL 15 16 64D.00 832.23 631.92 1 2.77 5 1
g CL 14 Ex C8 641.3D 635.50 832.41 1 0.8
5+61.OD
35 1
LINE -02 1 011 35 ? kf
0+35.22 7 CL 21 19 626.82 821.70 621.00 ??'
1 1 5 1
LNlE-03- 23
0122.89 7 CL 23 17 83D.80 625.10 82498 1 0.5 20
OH2A7 7 CL 22 23 829.40 628.50 628.4D 1 -_
1
LINE -0/ 11
0+10.11 8 CL 24 23 62980 825.80 625.64 i
5 1
5 31
LINE £1• 1 2 -_ _ --- - ---
1+88.60 9 CL 26 OUT 805.53 800.73 yt 1 1 - _ - -- - --
2+19,14 9 CL 25 28 805.81 801.22 60D.80 1 - - _ -_
r
1 1 5 1 2l W o 0
LINE F1 2 5 ? 7. ? ? ? ?'
p?pp 9 CL 28 OUT 617.13 812.18 - 1 27 M °
0+2893 9 CL 27 28 817.70 613.23 612.18 1 i
1
UNE 42 9 a
+ SR-5 CL 29 OUT 623.90 820.D5 620.OD 1 I 2 1 p p 4 143 1 3 1 687 7 2 3 1 1 2 1 ?
0 1300
26 25.5 3.3 42 225 91 124 159 11 83 43 0 14 g8 121 0 298 0 9 12 ?`
TOTAL
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I
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1 I I 18721517
I ' HYNES DALE E
1 " I ? 50.T4EGU1075955gq '?.
1 l
_ i _ LDBRD01(RD ___ ??I
? I ? ? ?-. -
NO_ TES:
_ _
" ? ?•
"uN nalse CONTRACTOR SHALL NOTIFY gryp
COORDINATEALL WATE
nst '"au,'-'eae°s INTERRUPTI OH R d SEWER
?LOTTE
MECKLENBURG UTILIT
? IES.
2.
?
?E
ytEY 'sue
Lo sm
TREES AND BUSHES OUTSIDE OF
CONSTRUCTION EASEMENT SHALL NOT gERARY
DISTURBED.
3• DRIVEWAYS ARE TO BE REP
CMLD STD 10.27
qp?s ? ER
DRIVEW

N .
AY
CURRENTLY NONSTANDARD ANDSH
ALL BE
REPLACED BACK TO TH

"`° EIR ORIGI
DIMENSIONS AND LOCATIO NAL
ONLY) ? (THIS SHEET
END LINE-A1?
8TA • 2.7z.32 4.
CONTRACTOR SHALL COMPLY
CFR. PART 1928 SUBP WITH OSHA 29
28 CFR PART 191D,148p RMITXREQ?TIONS,
IRED
CONFINED SPACES AND
ter-z?51s
CARTER,IAMEB L,IR dW ALL OTHER
REGULATIONS.
saz3 aulio ? 5• SEE SHEET P1 FOR MI
LIMITS. LLING/RESURFACING
??' `'?---_ 8. CON
TRACTOR TO MAINTAIN INGRESSIEGRESS
TO RESIDENC
ES.
BEEOE7µ®
ronowxtwAYr??, 7? INSTALL PERMANENT LINER ON 2;i GRADE
xnucroRTOry?rL? surAORr,Aro STEEPER WffHIN THE OR
E+rvxaERwcEArExuiixoWAr??x. STRUCTURES2AND3.??B?EN
8. VALLEY CURB WILL REQUIRE C
TRANSITION qT PROPOSED CATCH
PER CMLD 10.29 UNLES BASINS
S OTHERWISE NOTEp t
187-21518
RDBERTS CGURTNEYW
DEED; 05??
5133 GUILD8R001(RD
?iM

585 ?-
-1+00
2+00 " I
2+50
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0 5
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Scale I' . 3?
NEnncu
NOTE
ALL PIPE SLOPES COMPUTED FROM
CENTER OF STRUCTURE TO CENTER OF
STRUCTURE BY STATION CALL. PIPE
LENGTHS THEN ROUNDED TO NEAREST
FOOT.
? 585
3+00
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- / e° 4? , I ? ? I STATION
?//TT ? r ? I . I EQUALITY:
i e.?,' .d ,. 'I nFA10ve,wDRERgcE E)neT ? i`I. I n g ? 187-213-01
I ', B TURnETAUBH ' LINE -B1- A+ -
li eevoFEnsrzdva?v ?•? g ? ?,I ?.?,. ;,? AROLD 1 4 I
' F -- ?, ,. ? _ DEED:,5515@8U 2 -LINE -G1- 0+00
? 1 I? ! cuRe PER Lx+LOSro tatre. 1337 BROCKTON LN
e ? 0 SEE oETAR I is ° w I I,
?? I'I ? ® ? Il ---
,. a ,
e I I ? ? I ? I I ? ?, -----
e - L? 107-21&07 I I ??- \ x, i °sa?
?'?'?? ? NAHORY WILIVIMF ? h ` ? 80'RO ? ? ? I
II i
? ? ??. ? ? 1 DEE0:02784-074 I ? - I I ? -_?? I I -l
_ 5308 GlNLDBR00K RD ®® /. ?? e I ? Li??9- ?-
A .-? , I occwoa? ? INSTALL Y160F ?
OUTLET GRgDINO PLAN I ? ?? ?"'?®tsrx I? ?? ? "°°
120' I °? nal ? F A I w o ? I? _
wt°assai ?1?D aeza,w 1 ?, I I ? I ? ?EMOVES!71FGF ' v Is, ?.
I I `n I ? iz METPL I ? y5z._ - __ -. _ REMOVE ANN RE
I r/?-t??Ra9° PROM -T09E ? LNE? 7- / ? •? \ ' ? •E%IST/E'CMP ? r r/?p=sse.of V RAGE E%IST Ee IF OF FJ(18T2V I
l eronste ? Nt7W?lIDLFOF ? ? ?• I ? 1 « r-s°.:z '????c?tmsrotatre.sEENO,E3 NOTES:
aPUCE IN7p lF OF PC kp j /? BEOIN LINE -82? II f ., ?
I dP ?? teen - ' /?a? ?v STA=Or00 l `h ' t ?? S
i ? ? nuevs?RUxe'?. tmtr ousr ast•acrim _. ?_ ? Nvmi.»e:+e 61 ? , r " 1.
? e? Npe ° "" e14p1 rao vnr?Fre? ??} ? ? ?"R ? I I ,, S ? ° ' ' ? "?? ? CONTRACTOR SHALL COORDINATE ALL WATER 8 SEWER
'A'?. 9 mae?orE. r ? ? ," ''°? rwo ? -_}c . v mff rev tea :.e ll w? END - INT
? I wwFOR I ? uao utorsatns.bNL oNELSae? ?e° c„dee. ? ? I ? i I w"" clEV-ew.,° LINE-B2 ERRUPTIONS WITH CHARLOTTE MECKLENBURG
1 "v 1=hssas? Or2t.05 8
? ° PaoP psrAUgLroi RERrtm?? ?'w'M.ae >?? N? I II ? II ? I cxteas°s.ee STA= UTILITIES.
°?N0 a 'RCVOo.stx e-=e e e e- ?e•f--e--- -ye-e -ems ?e ""Ntav.eo..s conrRACroRroaooROru1E ® 2• PLEASE REFER TO THE REPORT OFSUBSURFACEI
%?? P ,as sEENOrE eeepppooorrr 'e' N°1`1'9918 wlntPlmNONrlgnstuap sEESxEEruet I PREPARED BY FROEHLINGBROBERTSON IN NVESTIGATION
i ??a>en' _ ° ? I ??9,g?P' --tyy I w "I I __ _ PoR?ooarroeoFExlsnxo FOR?m?oceraR I SUBSURFACE 0(F6R),FORALL
it I F a? .? rt ° _ _ ya a '? •?__?-?' SCE-?'? ? ? ; ? ? unLmes LOCAT RECOMMENDATIONS. SOIL TEST BORING
?? , ??- - '-' ? -r-? ? - - IONS SHOWN ON PLANS ARE APP
ROXIMATE. SEE F8R FILE
? I a \ \ l fie' 8(M 7E&TBORING 612 LME-01-
?Rtatov>;eolweReFRGia '^ I wcoy--` s a- ?``T`2r-?"-°-?°-9-g 4?tt _ RFwrEertFa ° ? e NO.E83.345GDATEDMARCH31,2005.
ANNELANDIaIENCINfO te' / / ? , ;
? __?._???. I_ .?.?i.'?'• ? • •'.':L881'« .__?__,___2f5D ,? _epe FJaerlCtxPe ? ?7
MAe. DUWEiERRCCK FIXLCW , -o- _?---- ---'----"- ' ': ? ? REPIACExnteoii?- a - 3. VALLEY CURB WILL REQUIRE CURB
--??? REnaovEeattaF - .. ?s,axeG eeex ? I TRANSITION AT PROPOSED
cNtnsroaoxaFORPUCeEENr a/? ` EwsraecNP 0? CATCH BASINS PERCMLDSTD10.29U
0F8T0NE C00R01N^?x^TM b` ,,(a??.. ?,,},,?__?$' 'p I " ?? NLESS OTHERWISE NOTED.
ENOINEBl FGR EXAG7 UYgR. \? /Y?" '.-t??e '
i - e ynE v i °?A9 '•gE' .I.?•' ;•J•;,,, •?•.f. •.'••, • o LINE EI- ? a u{oresl
I '•'y...... 1,.,. ?,•, '
' , • • • • .'.':.•' . • : •','. •'?' INSrAUeaLFOf _ _ -- - -o-z 4. CONTRACTORSHALLSHORETRENCHAS
I ?l ? ; e a - ? ; ? iw.Ni ? /""? l ' •• ' • • • • • -"-"L'?.••••' .. • • t . m • e Sr. RCP ostx _ - .c`oy` _ ? NECESSARY TO PREVENT
?? _? , ?xvFxt. o e- - e ate'. ? ,. pQ? ? I U) DAMAGE TO STRUCTURE FOUNDATION
i ° o ?, a -' ?`'UE "x? a e I s? a"c?ou" I I ? ? ` ion„ e ? S.
?„e1 si" 1 I?I ? " ' °aw°°0 e--e? o W 5. TRANSPLANT TREEAFFECTE
$' ? / ? o °. a - 1 P 8 - `? c o"F ?e SP D BY TRENCH EXCAVATION PER THE
' ?op0?. °? , ? ,iao?ou, I I ? k? ?- I ,? I ____, ?? W ECIALPROVISIONS.AFTERCONSTRUCT
%??-• e ?.?„ ? ,?/ / / ?'? 7 vl l ??I; ?? ? 1- a .? ? '? - 1? I CONTRACTOR SHALL REPLAN ION IS COMPLETED
I I i i i ? ? ? ?ce ? L ? ? _ - ? T TREE BACK 70 ORIGINAL
e ? ? _'i '-
owoo° o? o°x
BEGIN uNE ?91• ? I ? ? ° 1 I ? ?/>B . 16e? ? - __ ? - / ? ? ?°? - -? '?'e .?- NOO - W 8. SEE SHEET P-i FOR MILLINGIRE
STA•or00 ? l ? ? ?I Y?o - ? ?-? - ? „"I (? SURFACING LIMITS.
-? s ?o
'?
??? ? I I C!R / - til „ I I ? ,r PIeF?
I' L '? , ?, ' , ",, i i l l III DEEOd 11901.8(3 - - ? _ ? ? ? ? ?=a,? o aras'r` 1 III • gt "w't _- W 7. TREES AND BUSHES OUTSIDE TEMPORARY
„a ? 9 1 I ? 115618GWItPI?OdK(tD.?_, ? FoROgRtwax Z of ? ? ? ?J I?? I HAepHO°0 ?/. ?;?1°, ??'?"- -"'',?°? ? Z EASEMENTS CONSTRUCTION
I t mArumoN eif ? ? 1 , i / ? ° I h a ? ?°?°, HALL NOT BE DISTURBED.
I I ? ? ? & r d ? cw++NEY ? l ? ? / l J _ ??ARRaN ? ? _ - V I O I ? i ? ? sc -I
I ? ?? ? r _ Salo ? EMEryf __ Q I I 1?" saE ? Z
I a I ? ? I _ ? ? J ? ,? / 7 / ? 4:7 7 ? 7 t EEEOeras ® I I ? I I ?<,???oc?'I ? see&t°0a - ?? ??,;,,?_y ? 8. MANHOLE COVERS, FRAMES, GRATES, d H00D
\ II e ? I A ? ci ?,? ? I I ? ? I I w I e ffT ? ?+? --?? ouv ? REPLACED BACK TO EXISTI S SHALL BE
V RaA!)VEANOREPUCE c,„ ? sJRycruRetsEN? ? F" NGELEVATK)NS.
I ? ? FErutoorErx twaraFOOSr L° 7" ? ? ?? ?I I' ? ?MN ?' / I ? Q
RnooPUUN nwvEwnr ?NOVEAbR? ?? I'I ? „ 7 -'?; e,? oRw luex I 9. SEE SHEE
„? ! a,r /} ? "'B'? ENDUNEAI- ` ? TUC•1FORUTILRYRELOCATION.
PM i°i' o axnsrotoa `wt L'////? tnsvoF??"„ ?- I I ? n°0Y ?rt;lssnw ?
I Fh lx=sews w„ Asalutr PnvENEA'r ,er I _Q 'I ?rx maease, 1. xv roASSen 1 STA=IN1.84 I
_ _ tncunxzu _ _ J ???e srfrwree ? I I
?? ?I k 1 I
ou, warts. ?,.,,,.. ?„ ?'?- ?h atwssi° ? l ? e? e
__ _ _ -- - - -- (`? - - _- "uc '4?-w t?l I: ? 1 ?, L ? `e _e'"?o. sseeN? e ? {?} 1 1t
Ti,.7 ?"°?? e " nm? _ v ICI wM. q ? I-- q br' °- 'W'
tl?FEMA 10a1'FM ` - "'"?`??=_ W Abe. 'W.- Q 11 src"u0rt[
RooowAr 1 I---?----- - ----;? I ??` I 1 ? ? suirt Rr???' e
- - ?',? I: e\0 J ?I ? ? RELOCnnoN 187.213-02
a ? ? ? ? I s9f.l j ?. GIBSON JAMESJ
o?xaerz °Pivf___ ? ? .?.? Is u" DEED: 08806.521 enPii uew?s
I _ _ _ _ _ _ _ ?: ? I ? _ _ _ _ _ _ ._ __? _ _ 1228 TURNBRIDGE RD "u
??11?' y? I ?I
t
f
l1
1
??
NOTE:
ALL PIPE SLOPES COMPUTED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE BY STATION CALL. PIPE LENGTHS THEN
ROUNDED TO NEAREST F00T.
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\ - - --' '?
_ _ ? v3+: w ? ? ? ? v ? -e-"-"-'- ? I V ?, ? I A\ NOTES: d" 7? ? ?
? ? ??<c n
??' ???????r?'o?r"'?wo???? b? vv ? ???-"°?`? ? ? ( ? ? V / ?? ? OR SHALL NOTIFY AND
T ? ?? ? 1J?E at- ? ? ? ?? ^ ? ` ` ? I I ? I a ?. 1. Cpp{tOINATE ALl WATER & SEWER ??,
o aE ? Y ?. II C OTTE
3T?`? ? v ?? II 1;? w CHARL
I I I ? ,e INTERRUPTIONS WITH
?. ? v ? ? ? I I I MECKLENBURG UTILITIES.
o ans ? ?? ? v I? I II
BLUEBERRY LANE ??' ? ?,, ? v
_? _ v v ???? ? v ? I e ? „ ? \ I ?V I I . A I 1 ?, peaz CATCH BASIN INSTALLATION WILL REQUIRE 10
_"°? = ? ? ? ? ? ? `? ? ? v ? 1 \?I I V I q1°`eu91 ?' TRANSITION ON EACH SIDE OF
- - \ \ \ ? i I I ?x.eax OF CURB
\? \ °'q\\ ? ?\ ? ? ?? ? ? . II \ I 1 ihar•e>sn LF STD1O.19TO
?(`? THE STRUCTURE USING CMLD
V`. v ? o ? ? `? `?" ? I I ? ?- CURB.
I . /.? / ? '? > ?? ??\ V,"•?"`? `? teT-ztsm ?R?H I II (?'sr ' _ _ _ TIEINTOIHESAWCUT
gggveMID PFSET ?o / 1 ? i ? ! A ?_? 8E RMELISSA6U \ s?o?l A 1 AMp gE%fce7D m
ramp ? I / / ?o \ 1 \ -' orezretctuaMUMZ DEED:t/34t-306. . ?? rz.yvwir CONTRACTOR SHALL SHORE TRENCH AS
- a,r?-? 1, ?i.l ? ? A ?? A ?xwebw,cc ? ??toeE?ovEOArm TURNBRIDOERDI aurtF.rtr9taypy?p pp?
?""a I ?, A y° \ ?EDna+c>NerwoF ? 10 ?sw?r II ? re AUwrtov 9 NECESSARYTOPREVENTDAMAGETO ? d
i 1 1 ? .' I ? \ V o ---- _ nlrMrcwv++er. aeermht. ? + eu+e ?cr- .A ra
- - I aaoa?sivor mMtattonw6oAtar STRUCTURE FOUNDATIONS. ?
V ? ? ? A\?+r I ? ????1?? ts•rtcr®rAlx V I ? wzo'
o % ? ? 1 ( I 1' (: ?ax+st?? SPI pORMILLINGIRESURFACING ?
?,
- i? A I ?` I I ? SEE SHEET ? ??
_ i ? ?? ? ? ? - -- v 1 1 I I wren ctaau 4 ? T?? pp
?% ?? o i '? I LIMITS d ee
?? .o _ ? 1 A 1°I . `v EN0UH6.ct- Y ? ?5C
i
zr? ae?ma / I ? 1 o I .5x3363 SIDETEMPORAR s
i t67-fit ? - -? ? 6rA TREES AND BUSHES OUT E s?
- M P ? ? ? 1 / ? a ? I ? ? I Pc sb6 S' BEMENT SHALL NOT B ? [?
/LVnuWN??in ,? ? V ? I ? ?? I I ? 6r?M??aF ? CONSTRUCTION EA
etr etuo- ? ??.:.??, _ 1,, ? ? °? I
tgptlF,BERR1' ? 11 , ? i ) ? ? ? ? _ I _I .1 wiwu DISTURBED.
i ?? ? ? ?? 1 ? i l _ _ __ _ _ ?---i- - I I• ? "1AM"N°?? STOBEREPLACEDBACK
- / i -?--'? ??w \ o / / _ _ __ _ _ __ _ - -- ? ° ? ?? g, ALL RIM ELEVATION E, RIM
i , / _ ,. w.AO _ 0 11 .------ ? ArvoE+W? of 1 JI TO ACTUALFXISTINGGRAD
----' ,4xwowoao / wapa?"a aewsTZa'vruzt'o?R Is.o I "c"?" TIONSAREAPPROXIMATE.
e ' ? tSWJODPlWACY I ELEVA
? ? - - / 16alF 0FO? Pp1 CA/Jf 3TD 10.170.
1 r
?? ,o.- - 1 rF3m6rp???? ? I I j I A? III I
? - ? ? ? .v `? I ( . I GFENCESWYTHINTHETEMPORARY
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CONTINUATION FOR THE STATION EQUALITY:
GUILDBROOK STREAM LINE -D1- 0+00 =LINE -H2- 4+95
STABILIZATION PLANS
MATCHLINE SEE SHEET SR-5
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NOTES:
1. CONTRACTOR SHALL NOTIFY AND COORDINATE
ALL WATER 6 SEWER INTERRUPTIONS WITH
CHARLOTTE MECKLENBURG UTILITIES.
2. TREES AND BUSHES OUTSIDETEMPORARY
CONSTRUCTION EASEMENT SHALL NOT BE
DISTURBED.
3. SEE SHEETP-1 FOR MILLINGIRESURFACING
LIMITS.
4. CLEAR PLANTER BEDS WITHIN EASEMENTS ONLY
AS NECESSARY. COORDDNATE WITN ENGINEER
PRIOR TO CLEARING.
5. CONTRACTORSHALLSHORETRENCHAS
NECESSARY TO PREVENT DAMAGE TO
STRUCTURE FOUNDATIONS.
8. ALL RIM ELEVATIONS TO BE REPLACED BACK TO
ACTUAL EXISTING GRADE.

---
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x:06281.288
5321 PRONDENCE RD
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NorES:
1. CONTRACT
OR SHALL NOTIFY AND
COORDINATE ALL WATER 14 SEWER
INTERRUPTIONS WITH CHARLOTTE
MECKLENBURG UTILIT)ES.
2. TREES AND BUSHES OUTSIDE TEMPORARY
CONSTRUCTNNVEASEMENTSHALLNOTBE
DISTURBED.
3. SEE SHEET P-1 FOR MILLINGIRESURFACING
LIMITS.
4. ALL RIM ELEVATIONS TO BE REPLACED
BACK TO ACTUAL EXISTING GRADE.
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NOTE
ALL WORK AT THIS
LOCATION SHALL BE
COMPLETED WITHIN THE
RIGHT-OF-WAY AND SEWER
EASEMENT
m a
Scda?,
HpiIICNTA?
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Soda ,•-5'
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NOTES
1. CONTRACTOR SHALL NOTIFY 8
COORDINATE ALL UTILITY
INTERRUPTIONS WITH
CHARLOTTE MECKLENBURG
UTILITIES.
2. CATCH BASIN INSTALLATION
WILL REQUIRE 10 LF CURB
TRANSITION ON EACH SIDE OF
THE STRUCTURE USING
CMLD STD.10.29 TO TIE INTO
' rHESawcurcuRe.
3. SEE SHEETS Pi FOR
MILLING/RESURFACINGLIMI7S.
d. ALL RIM ELEVATIONS TO BE
REPLACED BACK TO ACTUAL
EXISTING GRADE.
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SR-2 STORM DRAINAGE ~p~ ~
IMPROVEMENT PROJECT CADFlIE PAIN oe STREAM RESTORATION M~' YY1~ DICKSON
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GUILDBROOK SWA+E 0
STA. 2+20.10 TO STA. 4 20.4
TYPICAL SECTION
:4•«?+
Pow
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3.0'
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TYPICAL LEFT MEANDER POOL
morrow"=
SEC.A-A
GUILDBROOK SWALE
STA.1+00 TO STA. 2+20.10
TYPICAL SECTION
LE TYPICAL SECTIONS
GUILDBROOK SWA_ _--
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slr3 LINE - H2 -STA 1+00 TO 4+96.15
M TYPICAL SECTIONS
GUILDBROOK STREA ___________- -
13
SR3 LINE - G1 -STA 0+00 TO 4+86
1.0' t??O'Jr
-3.0' rZ.5 MA%
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TYPICAL RIG?T?M? DER POOL
NOTE:
NOTE: GRADING NEAR STATION 4+35
GRADING NEAR STATION 0*SD nES INTO RIGHT BANK TO AV010
TIES INTO LEFT gANKTO AVOID LARGE ELM TREE,
TELEPHONE POLE.
0.5' 0.5
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TYPICAL RI_____FRE DESIGN,
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TRANSITION DETAIL
NorroxxF
SEC. C - C
GUILDBROOK SWALE
STA. 4+20.40 TO STA. 4+96,15
S
{ GUILDBROOKOROSS-SECTION ? T
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Ij1?: l / I I j I ? ? ri ???? ??' s' 1 ? ?t.?? ? ? PERSPECIALPROVISIONS.
STATION EQUAL , ? r ,,??, - _ _
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? 18T-2126 a 1? I I I r^ 1 '? - - - -- -' ? cr eE ? ?? ' ? '9 TOP OF BANK. S ?:
DOODALL JAMES R ? / \ _ ? DEED: U283 726 _ _ ._. '^?`r / cai ?, ? ? f+ ? ? ? x'c?F '?::'
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„", ?' ? - - - - - -° -?' 3. CONTRACTOR TO COORDINATE
( -
SHEET 5 FOR THE n o n, s -
SEE o? 13)1 gRDCKTON IN ? ? ( ? ''? ? IC -? RG 9ENER1AiBp?L.10 BE
} ? I o , ? '° "? o -- -- ,,? _ " /'; ?j WITH HOME OWNERS FOR
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GUILDBROOK CULVERT , , ? ?' - 2 PERMANENT DOG
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IMPROVEMENTS r? ?_, OFE)?NG8h14fM ,rte ? ? _ ?' r _ - - - s - "'1 tr
RESErssuFOF' a_-- REQUIREMENTS. 8
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?VAM A DIR;EUA9_ - ? ? \ \ ? ? ? ? ? ? I? - _._- ! -1- ? CHAIN LMNFENCE 2' nuE mr -" ? ffWfitG1EN11 Z 6
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} i e ? ? , 6,6LaGF ou t r 6 NECESSARY. _
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W I ? ---woP ??usnHOeEwFnta>Enu ?- _/ /?'
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? __ _ _ _ `?OO -.; r''r - _ - ?1 l ?' / END LtN 1-
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? ?? , _-- ,_ ? _ qx?' \ i v6% rh .q ? ! ! ? LATERALS ARE NOT SHOWN ON
I - - ?- --- _ `^'? sw - I ? / ? ?'? ? PLANS.
U ? , - - - mf ? ? -
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__ _ __ _ - _ ! TEMPORARY CONSTRUCTION
_ _ _ _ _ ? LI MINIpE
- _ ?f /' j O?Ry?rn EASEMENT SHALL NOT BE t,}
- - ?- ? - _ _ ??? ? /e/° i / st ? DISTURBED. Gz-
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? 5NC n - - _ - ?'fr , / r ?, er-213-08
," . t 6'ela ?° ? - ?'???? ?,??E ?'?I `? °?A'n gun , ?? ?" LIAMSDAVIDM S. CONTRACTOR SHALL NOTIFY ??"
„ a t "x:44 \- . -- '__ _ ? -". ? / ? .. -' / / / QED: Mi65A78
I ? ap ?? uNOewcxatibu i / _ ? °?- ?'? -"'sue ? ? py?''I ? ° I / TSOBFOLGERDR AND COORDINATE ALLWATER&
r ?? o6w e ? e +'-?G ?? ?? s ? i9?"='- ,+q°? ?? '? ?'a Ir e6P ?? - SEWER INTERRUPTIONS WITH
? -a ° E e N ?"^ ???'?e ?° ??a?-''?- ?% ° ??` ? ? CHARLOTTE MECKLENBURG
rl?. ?? ??, -- ? „E -? - _ -
1? ? a em ea.u °?'e-`°? esuN ^,y ?`-=s biej°/ r? / s?61K /"? ?? UTILITIES.
CC 1 m ih lN•691.96 tfi 9UU $? £ ih N?60265I °J ? ? ?f,?/ /
F/? W1-59).65 ? ? 6/L IXR-601. /
Jr ` ? ° / _ _ ° ? contra aucE ? ' S. CONTRACTOR SHALL SUPPORT , t
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u ?? ? N ?? ?,E„? ,5 , ? ° ? - ,6 - fro of - ? / 8 PROTECT SEWER LINES 6 2; .
i ! cuss e ? / / 6?A1F° 6'MABO`? "` ?? ° ° ?? / ouw ?nNO?n- - - ' ? \ ? ' LATERAL SERVICE LINES FROM
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?,? ? ?? DREY WILLIAMG ?' ANDER60N DEBRA - 6?E?Nr ? -RILES MADINA _ y?
DU CQFI$Ri17CTIGN" 17 _ p?ARHOEE6UlfiMU ? ? J' / i / ! ? ? o
t r DEED: 18B61?46 DEED:1T803469- ? ?°, wRna1 ---DFEQ'682L11?$,-? /
??i ?"; ,?? ?-?s?tnan 1226TURNBPoDGERD ° ? I' ? / ? EXCAVATION3GRADING.
?1 _ { 214 TURNPRWf+'E 187213-06. `"7516 FDLGER BR_ /?
? ' " BELN DAVID MITCNEL , ? ? - -, A?? ? ? i / / ? R TION FOR THIS
__
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_____
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615 ? W
--------- U1
815
W
_ R0. M M000

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- MSTAL CLA98

b' RIP

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- ? N. V.
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2+0
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2+5
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NOTES: dab ?`?? ,°r,+,

1. CONTRACTOR SHALL NOTIFY AND `? i?,
COORDINATE ALL WATER & SEWER ` ?.?
INTERRUPTIONS WITH CHARLOTTE , ` Ja,
MECKLENBURGUTILITIES. ?,,,;

2.
TREES AND BUSHES OUTSIDE ? ?" - ?° 1i
?'
??,:
TEMPORARY CONSTRUCTION EASEMENT r??y +?
? k?;'
SHALL NOT BE DISTURBED. '; ? ? i
1 '!
3. CONTRACTOR SHALL SHORE TRENCH AS ,
NECESSARY TO PREVENT DAMAGE TO
STRUCTURE FOUNDATIONS.
4. CONTRACTOR SHALL SUPPORT d ? 6
PROTECT SEWER LINES 6 LATERAL
SERVICE LINES O d
FROM DAMAGE DURING m
SWALE EXCAVATION 6 GRADING. ? `V'??
i
4
5. ALL SANITARY SEWER SERVICE
LATERALS ARE NOT SH F
2
K # 8E

8. OWN ON PLANS.
EXISTING FENCES WITHIN a
? V
s??
?
THE a _:g
q
TEMPORARY EASEMENT AREA SHOULD ? F
? `j
p
?
BE RE V
MO ED ONLY AS NEEDED FOR E
`
:?°
? b5

g
CONSTRUCTION. FENCES ARE TO BE ??
REPLACED BACKTOORIGINAL LOCATIO N.
FENCES ALONG CHANNEL SHOULD BE
REPLACED ALONG THE TOP OF THE
PoPRAP CHANNEL.
7. CONSTRUCTION FOR THIS SHEET SHALL
BE ACCESSED THROUGH 1228
TURNBRIDGE ROAD AND 1215 BROCKTO N
LANE. ? '
0 a7 tl
Sods 1' . ZO'
NORI20NTAL
S?o
Scdr. 1' - 5'
VERTICAL
NOTE
ALL PIPE SLOPES COMPUTED FROM
CENTER OF STRUCTURE TO CENTER OF
STRUCTURE BY STATION CALL. PIPE
LENGTHS THEN ROUNDED TO NEAREST
FOOT.
3
'm ?
0
°n? ?? ?o
N <
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8 ?u
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STA =,+7
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: STA =2+7
B E: a.=815.2
STA=1+5 _-__
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STA-!=2+5 --

- B a=814.2
i
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-
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CLA99 , - ?? -
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STA =1+0 - ?- -`

B EL -610. : aAss t
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B a .aia. a aASS ,
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STA
CIA =??
EL .61
eca=
GUILDBROOK SWALE CROSS SECTIONS
LINE-H2- --
Q - 0 ? :

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4A.61 PoPRW. STA =4+7 ?y,
_. _ EL .619 ? (z4" t1Pon
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- a =619: aA? f
y ??,

STA =4+2 _ ptppSp
_ _B a =820.

.. '

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-. BLOCK WI1

(!+'?.... - ROP0.'iFD
CURS I .
PoPI
zr
..
: STA =4+0 _.

_. r
? ?-
NOTE:
SEE SHEET S-1 FOR
MODULAR BLOCK
WALL DETAILS
m
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Scdx t . ,p'
6
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187-213-01
zp, oAx TURTLETAUB HAROLD >/
DEED: 15518-2Bp i
1337 BROCKTON LN e i
? z 'rom °? 'P P°"iJrs
??° crony ?,ff
T>, ? , ? ,
i ? , ? 11 , I , ?I
i - I - t=,?m, i t
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1 187-213-28
i ? GpOODALL JAMESR _ ?/ ?? i I I
?? 1?J31BBRDC-BLN ? I ? 1
ml I I I
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// ? ?I
r e¢urv I
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? LI ? 187-21326 Y?f
°\ 1 , EDMOND9 JOGEPH M ?? ?rvc
°\° 1 ? l DEED:04WT?345 ?,?
v. S 13as eamernu I u
? f!`'
E\seF .-
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ill!
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18-
GIBBGN JANIEB J i
GEED: DB805521 11
1228 TURNBRIDGE RD
11 -0I
? ? i
x811
(r^l I
?, 1 I _?I 1 I
LEGEND
VEGETATIVE ZONE A
VEGETATIVE ZONE B
NOrE:
NO YKIWYYEC?TA1gN &NPLL ff HOMED ON BENCH.
1SED CN4NNEL 6ED
/ I I ?I ?? ???? ?????d I
?/???//? ?%////? I I ? ? ??
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I I ?-' a
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? I j 13081
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?1111111?1<<1 r /
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Q 187.213.23 a
187-213-24 ____-- G ??? L7HOMASF e
SKINNER DONALD H ' D3248.111
DEEG:02831-128 + 1317 BRDCKTON LN
1323 BROCKiON LN ?. ( ? I s e
E f ? ?°
U zo?irvE 1 /e
?? roawao z - ?? e
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a,e /
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f l,.?Y^' lu' onK ?,i ?
:? >.c A
,z°
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Zone Locatbn Scerltd?icName CornmonName
B FkK1d lam Betula ni ra River Bach
B F din Platanus occidentalis S camme
B F in Alnus serrulata Ta Akler
A R' rian Butler Cano uercus hellos Wdbw Oak
A R' rian Buffer Cano uercus rubra Nord3em Red Oak
A R' rian Buffer Cano Dios os vi iniana Persimmon
A R' renBuffer Cano Fraxinus Green Ash
A R' ren Buffer SulrCa Car inns caroliniana [ronwood
A Ri ren Baiter SutrCano Ilex verticiddata Wmterbe Ho
A R rnn Butter SulrCano Asi77cna triloba Pa w
A R' rian Butter Sub-Cano Sty h lea tri olio BFaddemut
Zg
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PLANTING ZONE DETAIL
----
i
BEE NOTE?-.. -... - --9EE NOTES --..._ - --_.
--- SEE NOTE] --.. - -
A ? .., ,,, ,, .,.
. , , . , . . , . , . , , • • • TPANSRgNWPBAND-
.?.' z , . , , `,`. , . , . cAao9TD.mIE
?PR07aSE0 ? . . . . ' . , , , , .
?'?', GTCN BASM . , . . , . . , , , , . , . . ,
.
., . __.._ _M._- _ ---- . . , . , , _- -_ -- - -_ --_ . , , , _. , . .
. . , , , . ? ?.-(WppVE,N11Nf ww5
. , , . , t f.__.GROOYE JOINT . , , . , .
. ? ?--DItOOVEJ01Nf , . , . , , . , t . . , /?
. ?i I , , ? ',`.,`, ?...PIaDPO8E0 CUSTOM\:/
• ? , . Gl W 81BM
. , -GROOVE JOINT 00. , , , • --OROaIE JOMT OR ? , • CON9IR CTI011JpM , OOI?E
• , CdIBTRUC1BlN 10MYi .
. , ,
. , , ,
. .
. NSTRUCTpN.EMNf , _ __
? .. . ,
_ _ - -
III III
TWNBI11ONVAJtErcae
---. _. _.__?-__TO CUCUIl ?ID?EER?_
TDWreAIJD UTTER ---
----- - ----
-..- _._ .. SEEOETAL A APPRO.
- --- APPPAX ?- APPaD%. 9EE M
-- -.
I•- --MATCH E%19TINGNIOTX --'-? r'r 12 E1fP.JdNf -- Ia0'
r6 ? ?`- rd -?----- MATCH EXI3IMOWIDTx ----?I
?- MATW E%18Taa WIDTH ---.
Ilr EAF. A ? A q._J
A? JaNr PLAN VIEW PLAN VIEW
Y
r+r
._ __-_- _ VAWES - -__ __ -_-VAPEB--- _
RETMiN TOORNLN41.0AA0E
7-0'
.-_--_-VAPoEB-.--_. --YAMEB---
FEIURN l00RN31N1L OIWIE .. .
? SECTION A-A
SECTION A • A
CUSTOM RESIDENTIAL DRIVEWAY CUSTOM RESIDENTIAL DRIVEWAY
1 WITH CATCH BASIN TRANSITION 2 WITH CATCH BASIN TRANSITION
D1 UILDBROOK RD SEE SHEET 4) D1 NTS 5316 GUILDBROOK RD (SEE SHEET 5)
NTS 5424 G
. 'OPaoPOSeD '.', .'.
. ..............-, GTDHBASIx .
TPU+smoncuaBArvoaJrrEa ',', `, '.'
' TO VAIIEY CUPS .
CML08TD. 70LL11 . . ? ? `
laa--y AP?mL
I?EMP. r-r
JOINT
NOTES:
1. ALL CONCRETE TO BE 3600 PSI
2. AlL CURB OR CURB AND GUTTER AND
SIDEWALKS ARE TO REMOVED TO THE
NEAREST JOINT BEYOND NEW
CONSTRUCTION OR CUT WITH A SAW AND
REMOVED. SAW CUT OR JOINT TO BE
PERPENDICULAR TO EDGE OF EXISTING
PAVEMENT. CMLD STD. N0.10.17 FOR
JOINT DETAIL.
3. PAY LIMITS FOR WORK DONE UNDER CITY
OF CHARLOTTE CONTRACTS ARE FROM
EXPANSION JOINT TO EXPANSION JOINT
AND BACK OF CURB TO BACK OF
DRIVEWAY.
4. ALL DRIVEWAYS MUST MEET THE
CURRENT CITY DRIVEWAY REGULATIONS
AND NCDOT REQUIREMENTS FOR
SPACING. SIGHT DISTANCE AND OFFSETS
FROM PROPERTY LINES AND
INTERSECTIONS.
- SEE NOTES --
-9EE MOIE9-'--__ . , . . '. .
A? , . . , . , '. .'. .'.
-_ . , • • C.'l PPOPOSED .' . , . . ?? ? JOIM •
__ -__ . y . , ` ElONOATEDTHRGT __.. ? ?--01470VE . . , .
?GF7J(NEJOINf GTCN BASIN ? ,
333 . , ? . VP1lEY WRB TPANSITION ^ , LL m . .
..
,.
9EE CMDSTO. 10.18 / GROOVE JOIMGR
W I . . . , Iln ? .'. . CONBTRUC710N JdM .
. . . .
. .
OImOyE.NpMdi . , , ? `
CONSTRUCTIONJOINf _
?.?. -._
. . . .
- ?-
_- __
I ?.._.?. ?--- -- - - ..
_=_.f.. __.-. _ ? TannsrtlavAU.Erane
TO WRB AND _?-... -_ .-.--
Wpg .-.. -_. _ __ _ -----.. _. APPROK SEE DEIAE. I
eaJ_-.. _. _-- - S-0' ? MATWE%6TNOYNM
_.. ?...__ la9•---? ?'
MATW E%I9TMOVnOn1- --?
17 E%P. 12 E%P. A
A? JaNr Jaxr PLAN VIEW
PLAN VIEW

".VN0E9--." 7Jr
-_ _--VARIEB._ -__.
- 0.ETUPN i_ 0 _.OPoGIIUL GR/,DE
... ...
_
SECTION A-A
CUSTOM RESIDENTIAL DRIVEWAY
3 WITH CATCH BASIN TRANSITION
D1 1131 TURNBRIDGE RD (SEE SHEET 6)
NTS

zv
-- --YA18ES--._- _- _. _ "--VAPoEB-
RETURN TOORIGINAL faiADE
SECTION A • A
CUSTOM RESIDENTIAL DRIVEWAY
WITH CATCH BASIN TRANSITION
NTS 1215 BROCKTON LN {SEE SHEET 7)
r
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9TAIKE AT I'
IMERYAL9
Ih111=1I -- _.
Ali J_ If°?r°Ii??I. I ??III 1}?ll I'
alr?llrll- _? ? II-II=11? F T7
aII?lI11P. ?I 1.1i?F-1?
I?I II I' li?i?i7uii7v - T-
?_?u? iu-11r_??
12 ? ?
FIGURE 1
INTITIAL ANCHOR
TRENCH
0?
??
9TAPLEAT I'
MTERVAl9
EMEND N PA9i
TOPOFBAM(
TOPOF BAN(
TERMNAIN)f!
(FlQ B)
FIGURE 5
TRENCH AND CHECK
SLOT LAYOUT
D/RECTIpAyOFFt nw
TOP a BANE
PERMANANTLINER
MMENDED INSTALLATION
INSTALLATION NOTES
817E PREPAMTNIN
BTPAT NEW ORAOE AEA COA1PACf AAFA.
RgLIN CHECK REMOVE ALL ROCK3, CLODS, VEGETATION, AND C89TRUCTKNIS SOTWIT MATTING WILL
?' HAVE dRECi CONTACT WITH THE SOIL
MINMU.11'
PREPAAE SEEDBED BY LOOSENING 3 TO/INCHES aF TOPSOE ABOVE FINAL GRADE,
APRYANYIRUTMEM SUCH AS LICE OR FERTILIIERSTOTHE SgLIF NEEDED
W NOT MIACN PAEA9 WHERE MAT q ro BE INSTALLED.

9EE ER-I FORSEEDINOREpIIREMEMB.
APPLY 9EE0 TD SOIL BEFORE PLMANO M1T TINE
WHEN LWIN6 PERMANFNTLINER APPLYAWMONV.SEEDAFTER IN9TMIATIONAND
FLLMAT WTTN sot
INSTALUnaN oN sAns
EKIENO MAT 1709 FFET OVER CREST OF SLOPE ANO E%GVATE A 17A67EPMINAL
ANCHdiTRENCX. SEE FICAAE/.
AM7AR LMT IN TRENCH ON 1 F00T 9PAdNG9, dACKFILL AND WAIPACT 9qL.
O4ERUP ADMCEM MATS 7ANOANCIAR EVERY IS' ACROSS THE OVERAP. THE
NKMERELEVATKKI MA7 SHITTED BE PUCED OVER THE LOWERELEVATAN LMT.
E06E3 SHWLD BE 9MNd.ED AWAYFROAI THE FLOW OF WATER
fA%EATP UV MV L009E roALLDW CONTACTWRH 90R.
REIWAL9 WNOT STRETCHTICM.
AM1AR AUT LeINO U9NAPED WME STARES OR OEOTE%TILE %N9.
KBTALUTAN N STORM WATER CNA1A0.8
E%GVATE INFlML ANCHdi iRENCX 11X3' ACROSS THE CHA/REl AT THE LOWER ENl
OFTNE PRQECT. BEE FlOIRE 1.
PUCE S' AS'CXECK 9LD73 AT SD' IMERYAlB ALONG 11E CNMM0.. SEE FIGURE 1.
CUT /' F/'TRENCH ILONO TOP IX BANK Fqi MAT 1ERBIINA110N. EMENOMAT 7103
FEET ABOVE d1EGT IF POSSIBLE. SEE FlGURE 9.
BEdMNO ATTHE CENTER OF CMANN0. AT THE OOWN9TRFJM END a THEARUTO BE
lN/ED, PLACE TXE END OF TIE ROLL IN ANCHOR TRENCH AND 9EWREWRH USHAPED
WIRE BTPPlE3 ORGEDTE%TBE %N3. 9EE FlWRE I.
PUCEADIM:EM Rd131N THE ANCHdt TRENCH WRH A NMMLMOF 7 WEALW.
SECIRiE WITH 9iAME9 ORGEOTEXTRE %NS, BACNFILL ANCHDRTRENCN, ANO
cbAVACT solL.
UNROLL MIT OVFA COMPACTED ANCXdt THE NLH. STOP AT LENT gECq 9LOi OR
rERwwu ANCxoR
UNROLL ADMCEM Rd131N 9PME MANN:R WRH AMIMMU,1 OF T OF OVERAP.
STARE AT IS' IMERVAL9 A1.OEA OVERLAP.
Fd.O AND SECURE LMT ROlL3 TIGHRY INTO CHECNSl0T3. UYMAi IN CHECI(SL01,
FOLD BACK AGAINST IT90.F, ANCHORiXROUGX BOTH DYERS, BACKFKl AND
COMPACT 9qL, Cd171NUE ROLLING MAP UPSTREAM. 9EE FIGURE 1.
BEGIN NEW ROLL91N CXECN 9lOT, AND OVERUP EN09 NNIMLM OF I'.
9EE FNRIRE/ iqR 1ENAlIUTIONAT UPSTREAM ENO.
TEPo.SEUTAN iRENCN
(qG, I) 9EE FIGURES FOR7RENCN ANO CHEq(SLOT UYg7f.
PERMANEM IMER MUST MEET GR E%(EED THE FGLLGWING
REWIREMENTS:
MA%IMLM PEP1A33N1E BHORT-IEPM 11f1 H0.1 YT40CItt OF75 FTI3EC FOR VEGETATED
AN02T FT9EC FOR IINVE(ETATEO
-MA%kAW PEFN991BIELDN6TERM IAMB I YEIOdTYOF i/ FNSEC FOR VEGETATED
AND 70 FT5EC FdL11NVEGETATEO
?MA%MUA PERlB8310.E HEAR 9TRE990F IOLflff11 FOR VE(iETATEO ANDS ISITTI FOR
UNE(iETAiW
NTS
No?ES:
1 ANNFMIOFN FROMOM910E dM1EEER OFPPE T091DE OF
TRENCH MU9T BE ALLOWED FOR COMPACTION OF FLL IMTEPoAI
BAdff BLIND OF TREMIE3 aRW. BE 0.000MRM?
MEgA70.YAFTERTHE PME 19 W0. THE FlLLAROUNDTME
PAE SIVIIBE FUCEDIN UYEP9 NDi 10 E%CEEDB'. UNDER NO
CIRdBA3TANCE39HA1L WAIERBE PERMIREDTO RRE IN
MBUgffLLED 7RENGIEB AFTERTHE %PE FLV BEEN PLACED.
CR.BACTBINTF.OIIIREMEM39NALBE ATTAINEDBYTHE LSE OF
NECHAMI'N. TAM90NLY. EACHANIEVERY UYER OFBAf1PYL
91 W 1 BE PlACEO LOD9E AN) TIAROUOIIY CpAPACTEOINTO
PLACE,
2 ALLBACNFlLLMAIENALaHALLM1VEANIH PACE DOMPADTED
OENSffY OF A6X 9TANDARU PROCTOR TIE FlNN.7 BELDN
FBABIEO GRADE BNAlt BE Iro%BTNIDAPC PROCTdi
S. ALL TRENCMNO roERATxIN9 axALLMEETTOBNA9TAEEARm.
A AlLBM1RLL MATEPoJL aENUTXgGPNAY BINLLBE 9ElECf
NATERBLL(NCOOf4A98 RI,TYPEI?EXCAVATED EMTERMLTNIT
IEETS Oq EI(CEEDB 11MT STANDAf1D SHALL BE 119ED WHERE
AVAIAaIE. IN ARFAS OIIIBIOE 71E ROAONRY, B,M761LL 9XM1
W N919T OF EzGVATEO MAIEPoIL
I ? MIMMW SLOPE BA9E0
OUMIDE dAMETER ON OBIU BTANYgD9
_ VAREB ? - COMPACIEOAPPRlXE[
115'lil) E%GVAi®IMTERML dISE
IMTERVL IMDOfCUSa B,T
RCP
,VMATENAL IPER NCDOfN
9TANMRD 9PECFIdTTNN18)
EWPIICAL PCP
TRENCH DETAIL FOR STORM DRAIN PIPES
NTS
•?i
Zgg
0 ``
m ApU
? Y?
ro ? $!
a U6
C ???
SI ?i??'
a -€€.?
Eq ' ???
s?{;
???
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Ir
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1 Z
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m m
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=Za
a-F N
J
ODW F-
??? 0
WSW
LL?0
??o_
w ?' ?
rz I
?o ??
FIGURE 2
INTERMITTENT CHECK SLOT I
BEGINING OF NEW ROLL
FIGURE 4
TERMINAL ANCHOR
TRENCH
FIGURE 3
TOP OF BANK
TERMINATION
b' N I MIN. MIN.
\ r ..SELECT Y
MATERl4l DEB o £a£
1. THE PRECAST UNI99HPLL BE CPREFULLY POSRIONED ON THE PREPARED FOUNDATION. FEMM1LE END m 6
UPGRADE WffHMALE END Fl0.LY MSERIEDAND EACHJOBRCMECNED FORALIGNMENT. N p -SELECT SARBFACTIXtVFITTINO ANO PROPEII GRADE SHALL BE MNMAINE00.5 RE WORN PROCEEDS. ~ MATERllI j~
Z. CNIE 9NALL BE 7ANEN WPoNG BACIffBI ANO COMPACTKIN TO MAINTAIN Al1GNMEMANO PREVENT ~ r, ~ RRd DAMAGE TO THE JOIMS. UNII9 THAT BECOME MISAlIOTED, SMOW EXCESSIVE SETRERENF OR HAVE V p OTHERYASE BEEN OMNGED BY THE CONTPACTOR'S OPF1UTpN SHALL, AT THE OISCREFION OF THE 0_
BTOREFA, BE REMOVED AIltI PEPLACEO BY TFIE CONTRACTOR AT NOCOSi TOIHECItt. ~ _.G R A ALL PTECA$f UNRS SHALL BE PLACf~PRIOR TO POURING HEADWNLS. EXIERgR PRECAST UNITS LL ~
SHALL BE UNDERMINED TO ALLOW FOR IEADWALICONSTRIICTION. ~ E~ s FF~ A. UNOERCUT70 AN ADODN)1U117 MIN. AND BACI(F61W1TH FOUNDATION CONDITION MATERIPL.THE a
~i\~~/ UMIT80F TH6 UNDERCIR IXCAVATNIN 9HAIL BE AT IFABT THE LIMB OF TIE BO%CULVERTB u INCLIAJINO HfiAOWALL
--COMPACTE08l8GWNE ~FOUNDA1pN 0. MA7I:PoAL BENEATH ROADWAY BHALL BE SELECT BACIffILI MATEHNL OR UNDISTIS9ED CONDIDON LMTBBAL
WTERVL
TRENCH DETAIL FOR PRECAST ~
~ CONCRETE BOX CULVERT_ ~ D•5 NormscALE
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' GENERAL STRUCTURAL NOTES:
L FOUNDATpNy:
1. FOUNDATION DESIGN I9 BASED ON AN ALLOWABLE SOIL BEMING PRESSURES P99TATEDMABUBSURFIDE D?LdUTN3N flEPORT
PREPARED BY FROEMING AND ROBERTSON, INC DATEDMARCH 31, 2110.4.
II. SiRUCNRALCOM]ETE:
1. CONCRETE 9HNI NAVEAMINIMUM781MYCOMPRE391VE SIRENGTHOF7000 P91 UFIESS xOIEDOTHEgWISE
2. NORMOL-WEIGHT CONCRETESHALL HpVEp Mq?TMUM UMT WEIGHTOF fIS PCF, Uxf69NOT®p71EpWlSE
7. flEMFORCING 9TEEl9HN1 CONFORM TD A97M P813,GRID,INCLUOe1G RE9aA BIIPoTIFS
A. MINIMVM CONCRETE COVER SHALL BE AS FOLLOWS, UTyEgS AOTEOO7;
a UKdIMED SIIRFACESIN COMAC7 WITH TIE GPoXMR ............._......,.
r
S) FORAIEO9UgFICEB EXPOSED TO EARTH ORWFATHEIt ...-. .......
C) FdtME09UPo"ACE9 NOT EXPOSED TO EARTH OR WEATHER ...... ....... .....r
e. FlNIBHE89NALL CONFORM TO REOIEEMENM OF AG13p1. ""' "-- ._..11!!
In. M18CELLMEd13
1. 81RVCTUIVI oRAWING9ARE INTENDED TO BE USED WITH CIWL DRAWINGS CONTRACTdLISRE8PON39E Fdt COd+DINApNG
SUCH flE0U1REMENT91Nt0 THE IR 91WP DflAWBiG9 PI?11 W'OML
4. NOOPENING 9HNL BE NAOE IN NiI'BTRUCTUML MEMBERWIIHOVTWPoTTENAPPRpypI0F7HE
BTRUCIUGI{NGINEER-0FAECOfl0.
7. NDCMANGEIN 917E OR pIMEN810N OF BTHUCTURN.MENBER88NNLBE NNIE WTTHOUTWPoTIENAPPpOVN. Li THE
BTRUCfI1pAUENLBNEEROFAECOpp.
A. OPEMNOB IV'AND LE880NANOE AAE OIDB° YNOT 9NOWN ONTliE BTRL'C711P/l dIpWIXOB. REFERTO ARCNffECTURN, NNI
CML DRAWINGS FOR 9lICH OPENINGS
6. THE CONfpAC10fl 19 RE8PoN81MEFdi LOAITING THE AMOUNT OF CONSTRUCigNLONX3APR1Ep TD THE grMJpT???.
CON$fMTCTgN LOADS SHNI NOT F%CEED THE DESIGN CAPACITY OF TXE FRAIANGATTHETIME 7FELON9AIEApgIEp
e. DO NOT SCALE TNE9E DRAWINGS; 119E dMEN9pNE
7, EIEVARONSOF TOP STABS SHALL BE INTEIe4ETED AB RU90R MNUS WITH 7HEMIENf 7NATRIECONITWCT(MWLLIWVE80ME
FIFXIBEITT' INTE RELO,
GRADES, ELEVATIONSAND LOCATION 9HOYMAgE APPROXIMATE AS dpECTEpBYTHE ENGINEER iHEYMAYBEA01U51E010
AOCOMMODATE UNFORESEEN CONOITIONB WEEPHOLEB ARE TO BE CONSTRUCTED INNL DRAINAGE
ON rCENIERWITHAMINMUM OFIWEEPHOLE PER WALL WEEPHIXE9 NE TO BECOVEPFD IINTHEB? ?a BNdAD?
MADE OF FILTER FABRN: FBLED WITH tre STOLE THERE WILL BE N08EPARATEPAYAENTFOR 17#8 Wde(
BTATK)N, OFFBETBAND ELEVARONS REFERTO THE CENTER OF DROP IM.ET9, MAN1dE8AIDJUNC710N B0?8 A}A1HE WDPOINf OFTHE
GRATE FORCATCH BAMN9. UPON APPROVAL BY THE ENGINEER CONTRACTOR ANYSUBBTNUIEBPoCNSTRUCRBEB WITH PRECAST
BTRUCMIEB.
MODULAR BLOCK GENERAL NOTES:
2. IWRN'?PERFORQED PW; DRANAGE TTHE IN?M/' CADGREGATEANDFlLTERFABPoCQ
TOE, IF ftEDdREO,
7. USE MIATICOLOflEO MODUAR BLOCX UMISI3X%7LdtNExp)
A. DESIGN OF RETNNING WN199HALL SE PEflFdW®BYOIHEpB.
5. THEINBTPLI.ER8HNL8UBMIT CERTIFICATION, PRgR108TPRfOFWdO(THATTFEY
HAVE 9000 E99FULLY INSTNLED A MIM MUM OF 500,000 90UNE FEET OF IETMMM;
WAILS AND THATTHEY HAVE SUCCESSFULLY M8TNIFDAMNMUM OFSPgOJH,T
91MA-MI M HEIGHT, BOR Fxl TYPES, ERECTION IOIERANCEB, EFC TpiHE Exd1EHi
FOR RENEW.
0. THE Bi8TN1ER SHALL HAVE THE RETNNING WML pENG1EpIErypINEEq MpMipi TIE
RETNNING WALLS DUIIN61N9TALURONAND CERRFYTNEWNIH UPONCOMRETpN
W THE gETNNINC WNW. REFER TO TXE 9PEdA1 PROWSpI9,
PROJECT NOTES
1. DEBgN OFNIgETaNING WMI$18 TO BE PER NC BIADINGCODE SECTION 1810.3
2. DETNLED RETNNINO WAIL DESIGN DRAWMG9, 8EA1FD 8YAN NG LICENSED ENGNEER,
W61BE 9UBMIREp TO THE LOCaAUf110RRYPMORT000NBTRUCTIpII
7, ANC pCENSEp ENGINEER MUST PERFORM CON9TRUCipN088ERVATgH VEflIFlN01NA
SEALED LETTER 10 THE LOCAIAVTNORRY 71UT RE7NNRq WNIBAAE COH4fRUCIFD Pdi
• THE ENGINEEPoNG DRAWINGS, IN COMPLIANCE WITH 8EG110N 1810.30E 1HEIICBIIEdNO
CODE
r MIN. LdY PERMEABIE90E
1 /NOdIIAN ELOd(C1p UNR

__ BLOLBLBTANDIRDIMf
REIISOIICE08dL 24' NIT DRAINAGE FBI
(y1' CRUSED
_- __ ROd(Ofl8I0rEi
GEDTEI
F18Rx; ILLLLA???
3Ip?.____________
APPROXIMATE ??I?I?'1'e'1' TABOYEHWL HWL
uMITSOF

EXCAVATNIN _
WALL TOE PgOTECdM -
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REraNEDaoE dIBIED
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UNIT ORNNAGE FSL
(LI'CRU9HE0
4 11 1711-?itin-+i..n..iil'yl
L

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RBNFORCEDCONCREIE
GEOTEMILEF ?
C
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FOUNDATION 90L IEVELI
N
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s TYPICAL REINFORCED WATER WALL SECTION
S1 NOT TO SCUE
BAR SIZE ld (INCHES) HOOK LEG
3 17 r
? it n
8 11 71
8 ? I l
r 3i 16
n a 1e
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10 ? ?
71 ? 29

uevtIOYMENTAI IENOTH FOR STANDARD REINFORCING BARS
SENANT 1' WIDE 12 DEEP
1
BENANT 1' WIDE IT DEEP
12
1 E10STBKi
cuvERT
1' ? 17
?+ CLAVERf
JOINT FA1Eq m W,? 11M'BACNERR00 !4M aV8
DDMPARBIEWITH
9EALAM 11M'BACI(ER RODCOMPA7A7LE JONRFnLE11
WITH BEALNlf
ISOLATION JOINT B(IVVEEN WING WALL AND CULVERT pEial X
NOT TO SCALE
C CRUSHED fl04cOR
GNREINFDRCED CONCgE7E
LEVELMG PNI
?=T? e•sTEP
r.s ??I' ?
? ?
?r=11
_?
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3r
SECTNIN
LEVELING PAD DETAIL
BASE LEVELING PAD NOTES:
I. THE LEVELING PADM TO BE CON9TFNCTED
PER MANVFACTURERB DESIGN.
2. THE BASE FOUNDARON I9lU8EA^PgpyED
BY THE STE GEOTECHNICAL ENdNEER FIeOq
TO %ACEMEM OF THE LEYHING DAD,
FYMIH 1r
ADEPIk 21'
HpGHT: r
hVEIGIR: 115188
9lI1PE CUf
UNIT FAZE
\ Y / ?-8'CRUSHEDROCI(Oq
V\/ UNREINFORCEO
LEVHING PAD
STANDARD UNITIBASE PAD ISOMETRI
NorroscuE

2.rca+IMps aT rcAP LBAr
?1?-r CAP UNR rgrpgpyE
uxR
TOP OF WALL STEPS
0
r
VN
? STANDARD ELEYATKM
21'!
O A
• O
IC
9TAMTARD PfAN
`?"`?'E STANDARD UNIT
C VIEW NOTE ?
1. AUGERTHROUGH 6EOGPoOlAYT30.
2 BAF7ffILl OR CONCRETE FENCE
POET IN RACE
NOTE: •dMEN3gN99WEIGHT AIRY VARYBYgEGION
I. CXECNWITH IIAWFACTURERBPECEIOgrM)NB
ON CORRECT dflEC110N OF OPoEMATgN FOR
GEOGRIDTOOBTNN PROPEq SIpENGTH.
r of son Flu Is REanRED
BETWEEN OVERLAP%NG GE06Np
FOR PROPER AxCHgLAGE
MIMMUM WAIL RADIUS
INSIDE CLIR/E n.0 Ai BOTTOMOF WNL)
OUT910E DURVE AQ'?AT TOP OF WNLI
GEOGRID INSTALLATION ON CURVES
NOTE. IN9TALLARONOF 9TPp(FDCONCRETE
RETNNING WNL TO Fd1gyALL
MANUFACNRER9 RECOMMBUAIONB.
BACKFELANO EXTENDEDOvERTHE
FlBERGlAS9 DINS PLACE NEXTUef
PULL GMD TAUGHT ANDBN]fFEL
STAKE A9 REDUMED.
GRID & PIN CONNECTION
NOT TO SCALE
s MODULAR BLOCK RETAINING WALL DETAILS
31 NOT TO SCALE
1801ATK1N JOINT' BETWEEN APRON AND CULVERT SLAB
NOT TO BCP1E
1a,L5
9PlICES
L7RL?
TD TN irJ
7
OPfpNAL WALL OR SLAB CONSTRUCTgNJOE-7f
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s+®1z -
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MEASURED HERE
r A'-0'BOLLYE C
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i
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CONCRETE
r CONCRETE
BASE BLAB
NOTES
I. AIL CONCRETE TO BE 3e00 P91; NORTNt J01Ni8.1D'11A'
7NICIL
2. THE PoIEIING OF 809E 8V8 TO BE ALCaM%ISI{m BYFORMNG.
1 NI CATCH BASINS OVER 3d IN OEPTTI9HNIBE PIWWDEp WffH
8IEP80.T 7'.1' ON CEN7ERVERTMaL,Y.
A. CONCRETE BLOCI(Ofl JUMBO BPoCK WILLBE PBIMTTm
s. FORr-0'IN DEPTH Ofl IE8811SE 8'WALL OVTA Sd IN OEPIHI6E
1r WN! TO a R. FRGMTOP OF WNL, ANDe'WALLFDR TFIE
REMNMNG 8 FT. OF WA11
8 ALL%PE IN DROPINLETBTRUCTUHE BHNIBE 9IRUCJ(EYI3IWIIH
TIE INSIDE WNL, GRdffEDNOBPoI&IED9MWR{
4 YARD INLET
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cROUre(ztespeorr.
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? ROAD -SEE SHEET 5
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TRQ.FFIG CONTROL LEGEND
GENERALNGTES
tRAEPiC CdNT120L NOTES -
?o?m,.?? CONSi RUCTION PHASING.:
ROAD ALL TRAFFIC CONTROL DEWCES AND PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF THE
CLOSED WORKAREATRAFFIC CONRLOLHANDBOOK (WATCH), THE CURRENT EDITION pF THE MANUAL ON UNIFORM 1' PROJECT NOTES ARE NOT INTENDED TO ? USEDAS GENERAL NOTES FORTHE PROJECT. THEY CONCURRFM PNASNG:
TRAFFIC CONTROL GEVICES,7HE CURRENT EDITION OFiHE NORTH CAROLINA DEPARTMENT OF ARE iO BE USED AT SPEgFIC LOCATIONS A.S REWIRED BY T}g: DETNLS OF THE TRAFFIC
13 ROAD TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR CONTROL PLANS, THE CONTRACTOR MAY ELECT TO USE THE FOLLOWING
STREETS AND HIGHWAYS, THE N000T ROADWAY STANDARD DRAWINGS APD THE CURRENT EDITION OF 2. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO AIRENCH AT PW13E3 CONCURRENTLY TO
EXPEDITE CONSTRUCTION:
i CL05ED THE NCDOT STANDARD SPECIFICATpNS FOR ROADS AND STRUCTURES.
EXISTING GRADE, MEASURED FROM THE SIDE FACING TRAFFIC. PFi0.5E 16 N
C1B AHEAD C78 ^?^PT T? TRAFFC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER TO MEET FIELD CONORIONS TO
PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMEM, gRANGEg MAY BE REW IRED WHEN PHYSICN. 3' MN(IMUM SPACING BETWEEN CHANNEUZNO DEVICES SHALL BE 20 FT. IN TANGENT NtEAR, 20 OR
(Ri12) (W20-3) DIMENSIONS IN THE DETNL DRAWINGS, STANppRD DETNLS ANp ROADWAY DETNLS NTE NOT ATTAINABLE, FT. N TAPERS, AND 10Fi. IN RADII UNLESS OTHERWISE INDICAlEO ON THE PLANS.
TYPE III BARRICADE 48'X30' 48k 48' OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF DENCE
S. MODEICATION MAY INCLUDE: 4. WHEN USING TYPE III BARRICADES WITH 310N C18 ATTACHED, BARRICADES SHN.L BE OF PHASE N 8111
MOVING, SUPPLEMENTING, COVERING OR REMOVAL DEVICES. SUFFICIENT LENGTH TO CLOSE ROADWAY.
- THE FOLLOWNG GENERAL NOTES APPLY ATALL TIMES FOR THE DURATION OF THE CONSTRUCTON S. WHEN USING TYPE III BARRICADES WITH SIGN C19 ATTACHm, BNiRICADE3 SHALL BE OF PHASE II, IP 8 V
? ?6
DETOUR PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER SUFFICIENT LENGTH TO CLOSE 1f2 ROADWAY. CONTRACTOR 3HWL0 BE AWARE TENT WHEN 3
02 C21R A) THE CONTRACTOR SHN.L BE REWIRED TO FURNISH, INSTALL RELOCATE AN THE CONSTRUCTN]N AREA IS IN OR NEAR O
D MNNTNN ALL TRAFFIC OR O N?
(M4.9 R) 14 CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND/OR CHANNELILNG DEVICES FOR WORK SfTES AND B. A VERTICAL CREST OR HORIZONTAL CURVE, THE WOPo(AAEA SHALL $ e
30'x 24' DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE BE EXTENDED SO THAT PHASE N d V ? 3
LANE CLOSURE BEGINS IN ADVANCE Of THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS m ° ??
TRAFFIC CONTROL PLANS, THE LOCATION AND POSNIONING OF THESE BARRICADES, SIGNS, ETC. SHALL 8E ?T,
APPROVED BYTHE ENGINEER ? 0.
B) THE CONTRACTOR SHALL CONTACT GUS JORDI (33&7088) WITH THE qTY OF CHARLOTTE DEPARTMENT 7' POLICE OFFICERS MAY BE RE WIRED 70 CONTROL TRAFFIC DURING CONSTRUCTION HOURS AS PHASE N8 VI c ®£ ?"
OF TRANSPORTATION(CDOT)7W0 WEEKS PRIOR TO BEONNING ANY WORK THA7WILL REWIRE THE DIRECTED BY THE ENGINEER. d ®z y
DETOUR fNACEA?Ni OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CITY. CONTACT MUST BE IN WRITING B. WHEN PERSONNEL AN ? §
O C21L TOTHE MANAGER TRANSPOR7Al10N ENGINEERING DINSION, WITH WRRENTTL3.EPHONE CONTACT. THE DXM EWIPMENTARE WTIHIN5FT.OF EDGEOF TRAVELWAY, USE WATCH E? a ???
DIAGRAM M4. s ?_ @
a (M4-0 L) CONTRACTOR IS TO NOTIHY CDOT 10 WORgNG DAYS IN N)VANCE OF ANY ROAD CLOSURE OR 5 WORgNG PHASE N 8 NI ? ^ ? I
30' x 24' DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES. ALL 31GNN. RENSKNRS OR SHIFTS OF SIGNN. B. WHEN TRAFFIC PROCEEDS THROUGH ORApJACENT TO CONSTRUCTION ACTIVITY OR A WORK ADDITIONN. N07E3:
HFAD3 W81 BE THE RE9PONSIBd1TY OF COOT FORCES; HOWEVER, PRIOR TO REWSING TRAFFIC LANES ZONE, FLAGGER(S) AND FLA(iGER SYMBOL 31GN(3 (N20.TA) SHALL BE USEDAS DIRECTED BY 1}IE MOST DOWN3TREM1 IMPROVEMEN79
WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL, NOTIFY THE CDOT IMPLEMENTATION THE ENGINEER TO SLOW AND/OR STOP TRAFFIC AND gRECT T THRWOH THE WORK AREA MOVE TO THE NEXT IMPROVEMENT. ARE TO BE COMPLETED FIRST, THEN
SEC110N MANAGER (GUS JOIRDI1338-7088)A MINMUM OF 30 CALENDM DAYS IN ADVANCE. THE TRAFFIC SIGN W267A (C9) SHALL NOT BE DISPLAYED EXCEPT WHEN FLA66ER IS PRESENT.
LAYS 3HNl NOTEE SMFTED UNTIL THE REQUIRED SIGNN. REWSION I SHIFT 19 COMPLETE AND READY
.. _._ FOR ACTIVATION, 10 THE CONTRACTOR SFULLL MNNTNN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO OLO FAR TO??)Nf?TRA?CBON?TURNBRIDGE ROAD AND GVILDBROOK ROAD (AT
PRDPOSED PANNG OPERATION. HNL BE CONSTRUCTED SEPARATELY MATH
END C23 ROAD C)THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH ONEBEINO COMPLETED PRIOR T09TARTN6 CONSTRUCTION
CATCH BASH. ON THE SECOND
4 DETOUR (""? N ? WORK WELL-MANTNNED SIGNS, BARRICADES, WARNING ANDA7R CHANNElU1NG DEVICES. ON CONNECTING 11. INSTALL ADVANCE WARNING DEVICES FOR LANE CLOSURE ACCORDING TO WATCH DIAGRAM
ROA03, ALL BARRICADES, SIGNS, WARNING, AND/OR CHANNELIZING DEVICES SHALL BE M04ED, 11. ?' ?
_-.- 48k 18' ?? SUPPIEMENIED, CHANGED, OR REMOVED Ag REWIRED DLMINO THE PROGRESS OF CONSTRUCTION Ag LANE q.0.9URE3 FORCATOH BASINS WILL NOT BE PERMffTED ON STREETS THAT
? APPROVED BY THE ENGRNEER. 12. CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORMY PAVEMENT MARIONGSAS SHOWN ARE ?? DETWR ROUTES FOR CLOSED ROADS.
?1-0) D) THE CONTRACTOR SHALL PROVDE PROPERTY OWNERS AND TENAM3 ACCESS TO THEIR PROPERTY ON THE PLANS OR AS DIRECTED BY THE ENGINEER LANE CLOSURES WILL NOT BE ALLOWW ON PROVIDENCE ROAD DURING THE HOUR9
30k ?? TNRWGHOUTTHE PRQIECT, INCLUDING INGRESS AND EGRESS FOR BUSINESSES. OF 7A0 AM800 AM AND 4:30 PM4!:30 PM MONDAY THROUGH FRIDAY.
ROAD CLOSED 13. THE CONTRACTOR SHNl FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTUCTOR
TO E) TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND SHALL COMPLETE THE REWIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A
1HRU ?? STANDARDS SHOWING TRAFFIC CONTROL DEVICES TO 8E USED WHERE VARK7US TYPES OF CONSTRUCTION PHASE IS DNIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE
C19 CONSTLRUCTI?I ACTNTIES ARE OCCURPoNG ON THE PROJECT.IHESE DRAWINGS ARE FOR TYPICAL REWIREMEMS OF EACH STEP IN SEWENCE (EXMIPLE: THE REQUIREMEN75 OF pHA3EISHALL m
(R11JI) 3TNATION3 AND 9HWlD BE HAFTED TO THEACTUAL FIELD CONDRION3. UNFORESEEN FlElO BE COMPLETED BEFORE PROCEEDING TO PHASE II; THE REWIREMFMSOF SIEPIOF PFRASEI
SHN.L BE COMPLETED BEFORE PROCEEDING TO STEP 20F PHASE I), ALL WOPo(DESCRIBEb ?
5 807(30' STUATIONS, MAY PREVENT THE ADAPTION OF THE PRESCRIBED TYPICAL DRAWNO OR STANDARD FJUCRY IN THE PRWECT PHASING SHALL BE PERFORMED BY TES: CONTRACTOR EXCEPT WHERE R M ?
AS SHOWN. THE CONTRACTOR AT TFE DIRECTNN OF THE ENGINEER, SHALL MOVE, SUPPLEMENT, SPECIFIED FOR CERTAN WORK TO BE PERFORMED BY OTHERS. Q
CHANGE, AND/OR REMOVE THE TRAfFlC CONTROL DEVICES ASSOCATED WITH THESE TYPICAL DRAWINGS
ANDX)R STANDARD DRAWINGS TO ENSURE TWIT THE MOTIXUST CAN PASS THRWGHTFE CONSTRUCTION 14. THE CONTRACTORSHALL NOTBEALLOWEO T03TW TRAFFIC FOR MORETHgN5MINllTE9 ATA
AREA IN A 9AFE AND EFFICIENT MAHNER TIME IN ANY ONE DIRECTION.
TYPE 1118ARRICADE RIGHT LANE
F) CONS7RUCTON PHASING MAY DICTATE 7}IAT TWOOR MORE TYPICAL DRAWINGS OR 9TANDARDS BE 15. AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTMTY,THE DIFFERENCE IN ELEVATI
CLOSED USED NONE AREAOF CONSTRUCTION. CHANNELI2ING DEVCES ASSOCIATED WITH THESE TYPICALS SHALL BETWEEN LANES SHALL NOT EXCEEDIINCH. ON
BE MOVED, 3UPPL9VENTEO, CHANGED, OR REMpVED AS REWIRED BY THE CONSTRUCTION PHASING OF
AHEAD THE PLANS THE LOCATION ANO POSITIONING OF 1HESE DEVICES SHALL BE APPROVED BY THE ENGINEER 18, FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) W20-IA (C9) MAY BE REWIRED TO DIRECT
C10R TO ENSURE THAT THE MOTOLRI3T DOES NOT RECEIVE FALSE NFdRMgTION WHEN TWO OR MORE TYPICALS TRAFFIC THROUGH CONSTR
© ?p-rte) AFAfOR ROADWAY 3TANOMODRAN1NG30VERLM, UCTION ZONE DUFONG PAVEMENT pEMOLD7pry gNDpR
CONSTAUCTION ACTIVRIES,
48°x48' G) TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SIRPORTS. THESE ARE 17, THE CONTRACTOR SHALL REMOVE ?Y
NORMALLY USED FOFRSHORT-TERM OPERATIONS TO WARN ANO W IDE TRAFFIC THROUGH OR AROUND ANY CONFlJCTMG PAVEMENT MARKINGS. ?.L
_ CONSTRUCTION AREAS WITHIN A CONSTRUCTON ZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR 18. THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MMKIN0.S WHICH HAVE BEEN ?'X!
TYPE III BARRICADE TO THESTART OF OPERATIONS AS SHOWN ON THE F4AN3ORA3gRECTED BY TFIE ENGINEER SIGNS OBLffERATED BY CONSTRUCTION ACTNRIES ATTHE END OF EACH DAYS OPERATIONS.
SHALL BE MNNTAINED N PROPER FOSTION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES. INSTALL SAND
BAG BALLAST, OR OTHER APPROVED DENCE9 TO PREVENT MOVEMENT OF SIGNS BY WIND OR PASSING 19. F AN OPEN 1RENgR OR A DIFFERENCE N GRN)E BETWEEN LANES GREATER THAN 1 NCN IS TO
VEHICiPS AS NEED®, SIGNS SHALL BE REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF THE SIGN REMAIN OVERNIGHT, BACIffILL AT A 8;19LOPE UP TO THE EDQE AND ELEVATION OF EXISTNO
SHRgLL BE A MINMUM OF 1 FOOT ABOVE THE PAVEMENT SURFACE. PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE OR USE TRAFFIC BEAWNG STEEL
DETOUR H)WORK ON THE PR0.IECT ORANY SEPARATE ACTMTY THEREIN SFRALL NOT START UNTIL ALL OF THE PLATES
OO REQUIRED SIGNS, BARRICACES,WARNING,MIDIOR CFWRNELIZING DEVICES ARE INSTALLED AND 20 CONTRACTOR SHA
_ APPROVED BY THE ENGINEER LL PROVIDE AND INSTALLNl FINN. PAVEMENT MAAIONOg. CDOT SHALL
(M4-9) PROVDE AND NSTALL ALL FINAL SIGNAGE.
- 30°x24° QANY EXISTING PAVEMENT MARI(IN69 DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT 21. CONTRACTOR SHALL NOT WORK ON BOTH SIWSOF THE ROADWAY SIMULTANEOUSLYWITHN
1 WITH THE TRAFFIC CONTROL PLAN SNNl BE REMOVED IMMEDVITELY By THE CONTRACTOR PRIORTO THE SAME AREA,
© PROCEEDN6 MATH ANY CONSTRUCTION ACTMTY. ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE
CONTRACTOR SHALL BE IN PNNf. 22. INGRESS AND EGRESS SHALL BE MNNTNNED TO ALL BUSINESSES AND DWELLINGS AFFECTED
J) OTHERWISE SPEGFlED ON THE PLANS OR IN THE SPECLLL PROVISIONS. BY THE PROJECT. SPECLIL ATTENTION SHALL BE PND TO FlRE FIYDRANT3. m c
DETOUR c12R
B 23. ALL TRAVEL LANES SHALL REMAN OPEN DURING PEPo00g OF CONSTRUCTION INACTIVITY, ? ? n ?
(W42R) K)THE CONTRACTOR MUST HAVEAMINIMUM OF TWO FLAGGERS PRESENT DURING ALL PERIODS OF UNLESS OTHERWISE INSTRUCTED BY ENGINEER. ? o
C22L 38'x38' CON9TRUCTION ACTMTYTO ASSIST IN THE MOVEMENT OF TRAFFIC TNRWGH THE WORK AREA = ? n
(M4-9 L) ADDRIONAI FLAGGERS MAY BE REQUIREDAB DIRECTED BY THE ENGINEER OR CDOT. 24. DURING THEHWRS OF 7:00 AM-B:OD AM AND4:30 PM44:30 PM MONDAYTHRU FRIDAY,
30' x 24' CONSTRUCTION OR MNNTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL. LANE WILL <
L)FLAGGER3'ATRRE SHALL INCLUDEAFLWRESCENi gRANGE VEST, SHIRT, OR JACKET WORN AS TFE NOT BE ALLOWED IXJ THORWGHFARE STREETSEXq:PT FOR EMERGENCY 3TNATION3 OR WITH n
OUTER LAYER Of CLOTHING. THE FIAGGER SHALL BE EWIPPED WITH A STOP1SlOW PADDLE (SEE MUfCO, APPROVAL FROM CDOT. ?
PART IV, SECTION BF-2, PAGE BF-1). RED FLAGS WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN 9?
EMERGENCY SITUATIONS ONLY. FLAGGERS, PROPERLYEWIPPED AND INSTRUCTED, MILL BE PRWIDED 25. THE CONTRACTOR SHNI LIMIT CONSTRUCTION TO ONE S7IREET ATA7IME UNLESS OTHERWISE U
DETOUR BYtHE CONTRACTORS ANO STATIONED AT THE LOCATIONS SPECIFIED OR AS DIRECTED By THE ENGINEER INSTRUCTED BY THE ENGINEER THE CONTRACTOR SHNLDMIT CONSTRUCTION TO ONE BLOB( ?' r
O ARUORESCENT ORANGE CAP MAY BE REWIRED. m m
EACH DAY TO DECREASE THE AMWNf OF BACKFAL ? °z z ? m
C22R e M) DO NOT WORK SIMULTANEWSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME S m = ? ? H'
(M4-B R) ? ® LOCATION,ONATWO-UWE,TWT}WgYROAD. I ° m m gggg
30' z 24' ? g
m °1
N) DO NOT INSTALL MORE THAN IX4E LANE CLOSURE, N ANY ONE DIRECTION, ON ANY ROAD.
? O)ENSURE DLL NECESSARY SI6NINp13IN PLACE PRIOR TOALTERING ANY TRAFFIC PATTERN,
IW20'Tp) P) IN THE EVENT ATIE-IN CAM10T 8E MADE IN ONE DAYS TIME, BRING TFB:TIE-IN AREA TORN APPROPRIATE (-
1? ROAD 48'x48' ROADWAY ELEVATION, A3 DEIERMMEO BYTHE ENGINEER PLACE BLACK ON ORANGE MOOSE GRAVEL' ? L) Z
SIGNg(W8-7)ANb BLACK ON ORANGE'PAVEMEM ENDS"SIGNS('N8-3)500 fT (1Wm)AND 1000 FT (300m) W W W Q
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?? ALONG UNPAVED AREAS, Q Q 0 ?
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AMENDMENTS ,
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STANDARDS IPE OUTLETS
LAND DEVELOPMENT CHARLOTTE•MECKLENBURG

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STANDARDS RIPRAP DITCHES LAND DEVELOPMENT SEEDING SCHEDULE
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EROSION CONTROL NOTES
1. REFER TOOENERAL NOTES ON SHEET2
2. DISTURBED AREAS:
STORM DRAINAGE IMPROVEMENTS
GUILp8R00K a05ED 028 AC
NRNBRIDGE EAST O.N AC
BROCKTON 0.78 AC
apFARM 008 AC
NRNBRIDGE EAST p,pg AC
GUILDBROOK CULVERT 0.8/AC
STREAM 9TABLIUTpNIMPROVEMEN?S
GUILOBROOK STREAM 0.90 AC
OUBDBROON CHANNEL 082 AC
TO7AL 3.7B AC
3. NOONSITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED,
/. ANY OMDNG BEYOND THE CONSTRUCTION LMRS SHOWN ON THE PUN R A VpUTION OF THE NgrTH CABANA
EROSION CONTROL ORDINANCE, AND R 9UB,ECT TO A ENE.
5. PLEASE REFERENCE THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS FOR EROSpN CONTROL DETAILS.
8. THE CONTRACTOR SHIU.L BE RESPONSIBLE FOR MAINTAINING ALL EROSgN CONTRA MEASURES RELATED TO THE
CONSTRUCTON 317E
7. AT A MNMUM, EROSKN CONTROL MEASURES SHALL BE INSTAlIEp M ACCORDANCE WITH APPLICABLE STATE AND
LOCAL REWUTIONS. ADDRIONAL EROSION CONTRA MEASURES MAY BE REOIARED BY LOCAL GOVERWNOABENCIES.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MMEDIATE REMOVAL OF ANY SqL TRACI?D NTO THE PUBLIC
RN;HT-0F-WAY.
9. THE LOCAT10N3 OF SOME EROSION CONTRA MEASURES MAY HAVE TO ff ALTEPFJ) FROM TFIOSE 9HOWR1 ON THE
PUNS IF DRAINAGE PATTERNS CHANGE DURNO CONSTRUCTK7N.
CONSTRUCTION SEQUENCE:
1. REFER TO ABOVE NOTES AND GENERAL NOTES ON SHEET 2.
2.OBTAIN GRApMG PERMIT FROM NCDENR-LAND OUALIN SECTION.
3. CONWCTPBE-CONSTRUCTION MEETING INCLUDING OWNERA:NGNEER, ASSOCIATED CONTRACTORS AND OTHER
AFPECTED PARTE3.
4. PRIOR TO CONSTRUCTION, STA81U2ED GRAVEL EN174ANCEIEXIT ROA0.S AT THE LOCATION OF THE SITE SHALL BE
NSTALLED A3 SHOWN ON THE PLANS AND DETAAS.
5. AFTER ESTABLF3HMENT OF THE CONSTRUCTION ENTRANCEiEXIT, ALL PERIMETER ER0910NCONTROL MEASURES SHALL
BE INBTALLEO PRIOR TO CLEAR810 ANp GRUBBNG.
8. PRIOR TOaEARING AND GRUBBINOA:ONSTRUCTION, THE CONTRACTOR SHALL RE W EST PN OTLSITE INSPECTION.
UPON RECEIPT OF CERTIFICATE OF COMPLIPNCE, TIRUBBNGICOLI3TRUCTIONMAV BEON.
7. PERFORM GRADNOOPERATIONS IN AMANNER ANO SEQUENCE 90 AS TO REDUCE UNNECESSARY DISTURBANCE OF
Sl6iFACE COVER
MAINTENANCE PLAN:
1. All TEMPORARY EROSION CONTRA ANO SEDIMENT CONTROL PRACTICES WILL BE INSTALLED A8 NOTED ON 1HE
EROSION CONTRA OETANB. ANY NEEDED REPARS WILL BE MADE IMMEDIATELY TO MANTAIN ALL PRACTICES AS
DES%JNED.
2. TRAPPED SEDMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURESAND PROPERLY
D6POff0 OF.
VEGETATIVE PLAN
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MNMANED UNTIL PERMANENT VEGETAl10N IS ESTABLISHED,
THE CONTRACTOR SHALL NSPECT EROSgN CONTRA MEASURES AT THE END OF EACH WORIUNG DAY TO INSURE
MEASURES ARE FUNCTIONING PROPERLY,
2 DISTIRBED AREAS NOT AT FINAL GRADE, LEFT IDLE FOR TWOOR MORE WEEKS, SHALL BE TEMPORARILY VEGETATED.
UPON COMPlET10N OF FlNAL GRADMG, PERMANENT VEGETATNN SHALL BE ESTABLISHED WITHM SD(WEEKS. 3EEDIN0
SHAll BE N ACCORDANCE WITH THE CHARLOTTE MECIO.ENBURG LAND DEVELOPMENT STPNDAROS 30.1TA AND 30178
3. ALL OTHER DISTURBED AREAS WLL BE STABILIZED BY PERMANENTLY VEGETATING WNH SEED AND MULCHAS
RECOMMENDED BY THE PERMANENT SEEDING SPECFICATgNS DUE TO TFff RESTRARTB ON THE LENGTH DF
IMPROVEMENTB ANDIOR DURATION OF E7?OSED DI9NRBE0 A1tEA8.
4.ONCE PERMANENT VEOETATN)N G ESTABLISHED, THE CONTMCTOR 9FIAlt SCHEDULE AFINAL INSPECTION N ORDER
TO OBTANACERTIFICATE OF COMPLETION, AFTER APPROVAL, ALL REMAINING 7EMPg1ARY EROSION CONTROL
MEASURES MAY BE REMOVED,
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LNG RELATED TO STREAM RESTORATION SHALL BE PE DIRO EhC1ETpEDTOTHERWISEE 7HE
1. CLEAR
STAKE LINE OR THE RIGHT-0F-WAY OR IEASER???E PROJECT INSPECTOR PRIORTO
CONTRACTOR SHALL OBTAIN PERMISS TARE NECESSARY FOR
REMOVING ANY TREES IN THE EASEMENT AREAS??L BECLEARED. THE CONTRACTOR SHAT-L
SUCCESSFUL CONSTRUCTION?CL.FTMAERED OAMINIMUM.
ATTEMPT TO KEEP THE AREAS
Y CONSTRUCTION EASEMENTS WILL BE SELECTIVELY CLERR?'? WAY CIMEN
2.TEMPORAR
TREES LEFT BTANDING AS STIPULATED IN SPE Y BE P?ERVFORMED EXCEPT UNDER
AGREEMENTS. NO CLEARa ?ORNGSPECTOR. M
SUPERVISION OF THE PR
UCTION FOR THIS SHEET SHALL BE ACCESSED THROUGH 1 MAINTAINING THE OAD
3.CONSTR
AND 1215 BROCKTON LANE. THE CONTRATMCITA R H? ??TI?? ?D PASSABLE AND DO NOT
RWTES TO BE USED IN SUCH A MANNER ND
RIBUTETOOVERALLSITEDEGRADATIONOREROSION. TMNANCCAL?EDIMENTA
CONT
FURTHER BE RESPONSIBLE FOR THE ED ?? ? CN ???CENT TO THE ROUTE AS DIRECTED
EROSION CONTROL MEASURES; I.E. S
BY THE ENGINEER.
TRACTOR SHALL SET UP STAGING AREAS WITHIN DESIGG NE D? uNMESS THE
4. THE CON
NO OTHER AREAS MAY BE UTILIZED UNLESS D? WNER FOR USE OF PRIVATE PROPERTY AS A
CONTRACTOR HAS NEGOTIATED WITH A LANDO
AND INFORMED THE ENGINEER. ALL EARTHWORK MATFARYIAMU? BED ?BRIS
STAGING AREA
THAT CANNOT BE UTILIZED OR DISPOSED OF DU S? TME SCm??C ? SHALL NdSTALL AND
TEMPORARILY STOCKPILED IN THESE LOCAT 0
EROSION CONTROL DEVICES AROUND THESE STAGINGISTOCKPILINGRREAS UNTIL
MAINTAIN
SUCH TIME THAT THEY WILL NO LONGER BE NEEDED.
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187-213-09
GRANTHAM WILLIAM J
DEED: 04150-222
7500 FOLDER DR
f"') II
6�A 0 . ° o` D
187-213-19 BLOCK 6 GRAVEL OiIET I
37-213-18
DETWEILER NELSON BWF SEDIMENTFRTER 1DENCEC
DEED: 03790-047 CMLD STD �� MADDEN CECIL G
1231 BROCKTON LN ^Y�';: PIftE DEED: 03134-038
} 1223 BROCKTON LN
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BERGAMINO ROSS
DEED: 03355.232
FOLGERDR
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1. CLEARING RELATED TO STREAM RESTORATION SHALL BE PERFORMED TO THE SLOPE
STAKE LINE OR THE RIGHT-OF-WAY OR EASEMENT LINE UNLESS DIRECTED OTHERWISE. THE
CONTRACTOR SHALL OBTAIN PERMISSION FROM THE PROJECT INSPECTOR PRIOR TO
REMOVING ANY TREES IN THE EASEMENT AREAS. ONLY AREAS THAT ARE NECESSARY FOR
SUCCESSFUL CONSTRUCTION OF THE PROJECT SHALL BE CLEARED. THE CONTRACTOR SHALL
ATTEMPT TO KEEP THE AREAS CLEARED TO A MINIMUM.
2. CONSTRUCTION FOR THIS SHEET SHALL BE ACCESSED THROUGH 1228 TURNBRIDGE ROAD
AND 1215 BROCKTON LANE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE
ROUTES TO BE USED IN SUCH A MANNER THAT THEY ARE STABLE AND PASSABLE AND DO NOT
CONTRIBUTE TO OVERALL SITE DEGRADATION OR EROSION. THE CONTRACTOR SHALL
FURTHER BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL SEDIMENT AND
EROSION CONTROL MEASURES; I.E. SEDIMENT FENCE, ADJACENT TO THE ROUTE AS DIRECTED
BY THE ENGINEER.
3. THE CONTRACTOR SHALL SET UP STAGING AREAS WITHIN DESIGNATED EASEMENT LIMITS.
NO OTHER AREAS MAY BE UTILIZED UNLESS DIRECTED BY THE ENGINEER OR UNLESS THE
CONTRACTOR HAS NEGOTIATED WITH A LANDOWNER FOR USE OF PRIVATE PROPERTY AS A
STAGING AREA AND INFORMED THE ENGINEER. ALL EARTHWORK, MATERIALS, AND/OR DEBRIS
THAT CANNOT BE UTILIZED OR DISPOSED OF DURING A SINGLE WORKDAY MUST BE
TEMPORARILY STOCKPILED IN THESE LOCATIONS. THE CONTRACTOR SHALL INSTALL AND
MAINTAIN EROSION CONTROL DEVICES AROUND THESE STAGINGISTOCKPILING AREAS UNTIL
SUCH TIME THAT THEY WILL NO LONGER BE NEEDED.
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KIRKLAND WALTER ILI / nccK
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1 I ? 4,/ TURTLETAUB HM ? ?E I t,,J 137-21325 r !'? e/ mr a prc - n W'" Y? ? ;
e °?\ LOCA1gN ? ? EDMONDS J03EPH M ?;.J 1 waeE
11 ?. ?p?a•? x0'on,; DEED: 7554&281 ? DEEP, 0450734b x s iz'viuE ? Ip
I I 1 ?.,, 1337 BROCKTON I \ ° I 1328 BROCKTON IN r,a?^?.ucx.u ? y. e/ ? e? aiyr 'e ? ?? //?
II ,? ? a mx a ?r Pm? °\ so rcux e, LJ ?s e .z a ? `?e/t!
I ? ?m "uoa ? r? ?e ? e\ I ie ? ei.e
I e ? ` a?°? e a r'euu. e\ e?e e?° ""i c° " ??1? pp ??
? ? " e-/ e' vc4 I r uuuau wui a ? ? J1 F
I ?? e eanr 1 ? ® ' e ? m. ? _?
I 1 `? ? '? _ o ce -? _ g
1 ? LJ p?g? ?Pi/e? xnuwia uurr-w ? a 'e R
11 +h ? ?»? °"'r __ ?0?<"raer me. lOUtif? e ' ?[? ? 1 ?s e'ieM ? 2 ®r Y
I ro +g ' -? ?C va eixe ?urxra z Mrar ? '?
I E '?. '^ ? ? LOCA1KKi „ee ? e
1 I I ? ???a -. ?. 1n'r ° o? ? s E ??
r4oY?, `? M e' wn cis[ I + ' eneakv ? 4 F? jj
I 1 S '" ? ` N? ,? ? ?Y-eWryQS YCPM q? ? ruxmiaoo ? ? ? ` / SEYFe uic4/L!!/ 6 ??
IGV a AP e0ell
I e4l MI 4 _ ? ? e? _ `? I I!' ! pW
1 P w (e?'?? J w w __ +?}_ `?t3l?a ® °\ ?f ? uu? J+W e
e BEMnx
.n ?? °r yY?e 4?9e„ ?'? ; ae ? w cmnn ? - pr ??,? ud{ nv one ? ¢ un r ?. e
°" ` ,_a
0 1 ?, wi w \,w `? ? _? \? 0.E M1'? ? uA s ?'p
s ® ?ei ?? >. ? /
t`e ?n ", zsp "r cur "?_ r ?? ?y??'_-_ a?? ?\ I <sr?m s e wu-eiiu e
°\e ?'0?sv y ? ? ??"..e ? ? La-_,_ ??w C6 ?/? vh ?mio oy as
e C-_? N I UhAAI ?? ?? DnQ? `? _ \W e" Onx . d ? ???
R i ?'?e_ ? s
'Y ?
TB e1fOi r+r e e ? ?? ? '? /9 ? ct
1 Exler a + r ? tl?_g ?? w ?' ,e/ / '? : 6
?, u8o6 ) L?so?x eg ? a° rope e' e \ \. _ ? _ __ s? ,?? /°
f ? PROPU?ERO '-- ? w / e
'cxa nouno r II e? - ? ? e/
? , TELEPHONE ro BE ?. I e_ uMEatlquxo Ulutt ? ` 1\ ` /
? ?%r 1 uIONEOUaa ? e?„8.? r ?`??,? :" ? s ,,.?j' /e/ \ ° st
'? °'"k 1 M ? 4`? rl I ??q w xw? w e? ems.- '?, 'Ke ? ? / e Deus LIAMSID?
g r e n e xe ? e \ AVID M
m
? I w?runr i ? i ?rh x?.?ne?ice °?e? ??0` ?? yam eqw/e/ ??^^ Q DEED: M105-076
1 1 ?a r f vn wnm.?.es ? e e e? wu ??..? ? _?..?? / e ? a u' uev? mss 7508 FOLDER DR ? ..
I I ? ?i ?/'?{ ra rx ewe umu-ea i? /° ? o
(, ?_ e r ?,J a ? ? ? ,? rA x-oozes /° sa xic zr ae ?
?? 1 ?l l r 4 Q ?u?c rs (( ?? ?Q\ '? eh wt.w2?s e r /
I R raerzo e??eao? me l ? e /
rK OIBSON JAMESJ I r? °AX 187-21307 wau o.n mesc mess ? ? e ?? ?e ° r ?
DEED:08805521 , ?Ir ? DEED: 18B37.845P ,ti ANDER90N
1223 TURNBRIDGE RD T !r l ? ? 1220 TURNBRIDGE RD ?B? ? I ? 137-21
? a 1 -r? ?' DEED: 11803498 . ? ? ? ?
r `? 17
? ?? 1 \ \ o ; ? ? 114 TURI?6RIDGE / p ? ?I? ? l ?¢q
/ ? ? 18T-213-08 pppp?gly EED:OBZI11-077
? I / I ? 1q 4UM BELK DAVID MRCHEL ? w1? EA9B?B1T 7516 F01-GER DR a
r AI! / s cuu DEED: 0858&835 ?f
6 r 1200 TURNBRIDGE RD ? ?r 3ta'
r e7 ? I
j I ° \
? F! 1 rWR ?PO1VNt PgOP I \
?"v"?/ j r I? Y I I POLE WC.ITION WIiX ? ? 1?1
n / I I I Y%7 POLE EA9EMENf I ? ?
1 a ? ??
e I? r i 7 I
rr ? ?
rte. \ - ?? \
LEGEND:
NOTES:
PROP OVERHEAD UTILITY ou
1. PLEASE SEE SHEETS 5 AND SR-4 FOR GENERAL NOTES. PROP UNDERGROUND UTILITY uu
2. 5EE SHEET 5 fOR STORM DRAINAGE CULVERT AND SHEET SR-4 PROP UTILITY POLE J! ,.
FOR STREAM RESTORATION WORK „ ?
EXISTING UTILITY POLE p R ? ? `? °rv o
3, TREE REMOVAL TO BE COMPLETE PRIOR TO UTILffY
RELOCATIONS. PROP UTILITYEASEMENT -as
THIS SHEET IS ?
4. STORM DRAINAGE EASEMENT SHALL BE STAKED PRIOR TO BELL EXTNNG UTILITY EASEMENT -a>E ?
souTH PLACING PROP BuRIEO CABLE. INTENDED FOR UTILITY
k
COORDINATION PROP GUY EASEMENT °?
5. UNDERGROUND UTILITY LINE TO BE BURIED DEEP ENOUGH TO
AVOID CONFLICT WITH PROP CULVERT INSTALLATION. PURPOSES ONLY EXISTING OVERHEAD UTILITY OE "g a m m
I z
Sg i io
EXISTING UNDERGROUND UTILITY ur m ' g
q EXISTING LINE TO BE REMOVED - pO10YE s
f
F..
? ? U
WW' _JZ
1 Qa°? ??
e m b ??d ?Q
1 ? ?- Y
em°r=m Z ? Z Q Z
Naa¢ana ? o w 0 O
Q' W m O
I?,O? ?0
uLLlv?i? JU
? a ?
? ?
- i
FI N
?U ?U
? ?
" ? ? " ? I
m07zzn our
187-21321 ? WN?EABBAENf
'p rIAREr1EDwARD ? ?
I
. - I Inww z?iEi 1301 BDROCKTON LN ? ??
? ??i rA ix-elzm I
rh WI-ausl '19111}20- a Rman+o unurv
-e-e-e °-° °-°°-°-B-° BLUM1£NT?AL RO ERi WRRHEN 1 mox?Anoa?x
a ?L ?i/ DEED.02T?-01B C E ImENSa ura
?e' cE Es TO?PgylP 1237 BROCKTON W
n w?, 9ELLSartn
18 - BDP Stq = 0+00 raEroPeAUN e
HAHN JOHN D JR sEwEx ulmnc E
DEED:05034252 ? a PIPE. els.l irYSSE?rRae I x ?? __ _ __ -__
1309 BR0CKi0NL _ _ _ _ __ - 9;Ad urtxa 0`'p' qq ?_
?,___--.?mm? -_---' --2 0 - rsEPE ur E
,? e'atw¢ Ip,
'-_-
--?----
STA=100 __a - -?71f??-- ° o
. ,. __ ._
___ __ - ,
I? -_ -?-_-_ _ - ?----?----- ? _
I
[ V 61A61 IW PI ? IBM
s ulw.u \ a I ?'
Ic unm gD = 4? i "R a rsE - elate ??
H v
//?}? I I s
t ? ?,! ? 6' 0.u51 I I e? e? nCNCAv
X \ I? 1 ? -RI.If
??. zt• xic?r I T/L e-e e w
V @ ?e? ?I I ° °-°-- -I??MR
e ^
e
2 7 ?a o? a ?? ? I
J N °-e
? W o E? n??nr ?? o
?? ? e i i uE 8
?? LNG ? ?? I ? E ? I
? w ? II I_ _____ _ I
(Q ?--?_--'- I I ___---
? ? / ? ? I
?I , J I
--' ? ?? i I i I s ???
187-213-09 J ? g l I I 187-21310 I
GRANTHAM WILLIAM M?
I DEE0:61150-222 I I BERGMIINO ROSS (
7500 FOLGER DR p ? ? I I ? DEE0:03355232
I i/ I FOLDER DR NP
«c ?? 1?11?1 ? ? ?? ? Aa I me / "
SRP o I 4 /
/ i l i I ? 9 ??
I I q? ri??! I I L,, ? I ?`?
I I ?_? ? t Alai ? i I ??? -?-? ?? I
I f'?5 I
NOTES:
1. PLEASE SEE SHEETS TAND SR-5 FOR GENERAL NOTES.
2. SEE SHEET 7 FOR STORM DRAINAGE CULVERT AND SHEET SR5
FOR PROPOSED CHANNEL WORK.
3. TREE REMOVAL i0 BE COMPLETE PRIOR TO UTILITY
RELOCATKXVS.
1
i
I
I
I
???
I ?, ? o ? I_ __ I 1
PR0P71r11'0UV I/ I
` ? r? le u.rrE ?? o' a ., WIPE EASEMENT I >!
I
°? ? ti??4?3 wK `? , ?-I
?,
BEO.SWIH lazes ? I
s `..movPaeuocanoP.ro ? o Q 1B7 1317 I
a0serwmlxexmA - til
( LCI/I P I
18T-21318 semno DEPP7 TO " 1 181.213.18 i1 ?OC WI AM M e I
ER NELSON 6WF INSUPEraESraelurv P' MADDEN CECILG `ODE :MB1 17
DETWEIL "E I ';1{
DEE0:03790-047 Buema ExeavanoN 7oP .? ? DEm:03134O38 121 RLN '1 i I
, 1231BR0CKT0NLN PETUNROwaa 17238R0CKT0NIN a (a. ,) I
1 o i -?,r-? . ° II Z,.n ? ? +1 °
>r 'P vIT?-? ?e--._ EHL900P1 7q"?'y?l
'? ? ° vaor LouraN.roBE I /
e ?
°?e??. ? END LINE -H2- ? ?P? I
4 1? e
STA=0113 B7aAr??0URING ? I I
_ IX?GYATIONFORPL'BC. I I
r_ °`?_ ?i? ? K.
?,?P?
a J `?.: -- ?-e J I
?...s„ w.?? a _. u? '4ef I ? i / 187-21318
% ueosca?y ?y ?-- °?+a y m 8? i . I a 8WE BEY ?W ? ANNE M ?
??--uq "ws ? ?? / 12078R0CKT0NLN
"F ,jI
x ? +e?? ?' _ ? _ I NFE Nt
a unc w to CREPE umrtf? \ -_ ?"--?qq? __ __?11 I
/ °?'rt4?-eJ ? a ? _etr g I I
`?
r?rt a ?_ o a
f`? a wyi ? `oq io 4 , 1,?-?ylq• ?4 ?
? ° ? °' 4er °?? ,o srceuanE ? 1 i '- e
?I
ix uu avel i?? •pe?n-- °?°?e ° I -'
?r
? ?? ? I cer ENO LME -H1- ?°\° I A e
(? a " I J ?,
e od,Gnao A ? ? h STA=h95 o?xlawr !-- -a- ?H
??? ? __ \? ?' I e o 7
?ap"? o.
,? _ ' *E ? ? I I s
?o,M,>>? ?P? ?f' ?^
187-2131 ? ? ? I
? ?? ? ? 19MRH ROBERT ? ` nv E ?E \ ?! ? I s
I DEED:05575- R ? Iy it '$?' MU31L CHERYLIR0LLER I
I T118 F0LGER0 d? I 2?$ I
??V I ? II 1 ? a 0EED:09486.271
i r?? ? II '"" I I 0?.a IIOB FOLGEROR 181.213U
`/ ?'e?0 MCALLISTER MARRY P
187-21311 I oE? ? 'i ?r ?' DEED:04488.393
NIRIO.AND WALTER IJR;? cmc I 7 . ??/ ? i ? 7100 F0LGER DR
DEED: 07334-31D ? ? I (
?j24 FOLGER DR - / I ? /? I I
?i? I ._ ? ? ? ?i I ! 1 i. 1
THIS SHEET IS
INTENDED FOR UTILITY
COORDINATION
PURPOSES ONLY
LEGEND:
PROP OVERHEAD UTILITY ou
PROP UNDERGROUND UTILITY uu
PROP UTILITY POLE d
EXISTING UTILITY POLE ?
PROPUTILffYEASEMENT -OIIF---
EXITING UTILITY EASEMENT
PROP GUY EASEMENT
EXISTING OVERHEAD UTILITY -=s-
EXISTING UNDERGROUND UTILITY ---?-•-
EXISTINGLINE TO 8E REMOVED -REMOVE
Z6
O?
m N li
? Y?
? p ??
a U#
n 5
m Qy=?
a
a{?y? ?$?
sdE
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N
m ?
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V1 N
U
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og
I
n
m mg
a< 'm
?g
U
WWW

QQ? JZ
1-?
a?
a ??-
Q
zRF YZ
w 0_
oo
??? ??
W?> m?
e?
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W W ? o0
U
. 2B
sc?? ,
NORlzanrk -? d
? ?
0
?N
=V ?N
?U
N ?1
WRAY MINDAAO " ' SEE SHEETS 4-9 FOR
EspsM ~ xsDrM WORK DETAILS - YNMBIE
- _ Ird Ira Cd RE/dOVEANDREPUCE NOPAWMEM (MIN.) i1'd IPd 1'a 1'd
rd zd ~ aaN)
x PPETRENCN
f REFUGE E%ISTIN091DEWAlN ~ rd WHEN PRE9EM AND CAllEO FORONPUNB 1 NOTE:'J('IESS7NW 7d
REFUGE ExISTINO W RB ® 7.9 A9PMALT CONCPEIE MANAGE COLR9E TYPE Bpi AB CALLED FOR ON PUNB a PROP09ED STORM ®1'A9PI41LT CONtliElESA9EOWPPE, TYPE Bri® • sFtECTAWTERVI Z6
DRAINAGEPIPE 8EE SHEET 9 ® ~
DETAIL N0. A m ~ ~ r1 PAVEMENT REPLACEMENT DETAIL FOLL ROADWAYREPUCEMENf ~ ~ t
~ M>,
o~ a U ~ NAD 9T ~J~ W n G OR ~ ®r ~
G ER D. § ® g~ G Ed E
O~ QPRAY F~ Q f PIIIRAfIAQ ~ dID O L9 (AEIO e
#DE~R PROPOSED STORM
~SNEE SF EET TES 77d REMDYEAIO REPIACE VArRVdB1.E ® MAL AND REFUGE IAIf MINI EMBTINOPAVEFEM rd 1'a
11'd II'd ® zd zd N MNI
® o 'X' PIPE TRExCII ~
/ rd AEPIACF EASrilxisnRWAIX r` G T NOTE: R'1E99 TNANrd THEN AIL f ~N) r4 KHEN PRE6ENT ANDGVIW FORON PLW9 a1 ,IV N Rev ® ®I.6'ASPIWLTCONCRETEMAFACECWR9ETYPE~.SB REPUCEEAI9TINOCIIRB
q ~ 1'A9PNALTCONdIEiESA9ECWR9E TYPE97S® AB CALLED Fqi ON AANB O eEIECT ANTEPoM
G~ o
Q~' ~ DETAIL N0. B , , C' PAVEMENT REPLACEMENTDETNL ~~+ADEI~.FNLL
R1 xro w PROPOSED STORM
DIWNAGE PIPE SEE slur 9 ~
® 'g WRINMIMMR.S
~ Er Nl9
Ird Ira YARMME - sa -
MElANDREMALE NITRNi PAW3iENf MINI - ,.:u~ 11'd Il~p ra 1'a r! za zd Ip MM _ .'~~yy~
1~~ ~Ji
REFUGE Ewsnw sIDFWPrx Q 1.6A9PNRLT CONCRETE MRIFACE CgXl9E, TYPESR® WHEN PRESENT ANDCALLED FORONPUNS
®1'A9PNALTCMMIEfESA9E Ct7UP9E, TYPE S7b® REFUGE EID9TIND GII! AB CALLED FdI ON PUNS
' TUR NBR/pGEROAD
' PROPOSED CIAVERT ~81~6 DETAIL N0. C
PAVEMENT REPLACEMENT DETAIL ~~~I_~ PULL ~ADNAY IIL Nf8
mg
I'd rd $ ~ ~ ~ $ ks' ~ SIi ~ N D
PROPOSED STORM DRAINAGE SYSTEM SEE SFIEET R Pff 1AENG1
a rd ~
s PROPOSED STORM O 9EMiCi MATERW, DRAINAGE SY9TEA1
SEE 9FIEEf 1 _ ~ m m FQR?t1ATIDN COIdTI0NN0 MATERDL AS DIRECTEDSYENgNEFR 15 2 ~ 4T
DETAIL N0. D s ° p o TRENCH OETAF ro
PAVEMENT REPLACEMENT DETAIL Nle
TURNBRIDGE R m,9A9PNALTDGNTAETF9UPFACEWUReE,TYPE~IS D GUILDBRO OK RD AND BROCKTO LN rA9PHALTDONpIE7ESA6E ~ ® COOR9E, TYPE97dOB
SCALE: 1"=100' ~ U
z w FALL ROADWAY REPUCEMEM
~~o g t iza
z z~~ WW
~..I xNf RERACE.ILLLFMRL 0 ~ W W 4:'. I W
~~W QU NOTE: SELECT MATERIAL SHALL BE PLACED IN PIPE EXCAVATNlN3 THAT O: CROSS THE EXISTNJG OR PROPOSED ROADWAY OR AS DIRECTED. SELECT ~ Q 0 d
i L LCL L Put RoAnwArMlu MATERIAL SHALL NOT BE USED TO BACKFILL PIPE EXCAVATIONS THAT ARE W N d, W ~ OUTSIDE THE ROADWAY OR PARALLEL TO THE ROAD BENEATH THE d a,
PROPOSED CURB AND GUTTER. TH09E PEE SYSTEMS SHNl BE BACKFILLED WITH LOCAL MATERAL (SURABLE MAl'ERW. E%CAVATED
DURING THE PIPE 1 STRUCTURE EXCAVATION OR SUffABLE UNCLASSIFIED ~TUE EXCAVATION) UNLESS OTHERWISE DIRECTED.
I E E w T
y =d ~4.

Intereectlon of Provkience
Road,
Falrvlew Road, end
Sardis Road
c?'
CHARLOTTE-9?ECF?LEt?IBU RG
IJTII
TI
CHARL®TTE, N®R`fH CAR®LIN
A
ENGINEERIi?IG DIVISION
SANITARY SEWERAGE SYSTEM IMPROVEMENTS
JEFFERSON PHASE 1
STORM DRAINAGE IMPROVEMENT PROJECT
INDEX OF SHEETS
SHEETN0.1 COVER SHEET
SHEET N0.2 PERMITS
SHEET N0.3 STA 6L00 T01t14
SHEETN0.4 STAOFOOTOOW5
SHEET N0. S STA 6L00 i01?01
_;
Sheet U•3
ALIGNMENT -I-
NOTES:
1. CONSTRUCTON AND MATERIAL33HALL BE IN ACCORDANCE WITH
CHAFiLDTTEALECKLENBUR6 UTILRYDEPARTMENT STANDARD 9PECa1CATHXIB.
2. ALL CONTRACTORS WORKING ON CMUD PROECTS ARE REQUALED TOOWNA
COPYOF THE DESK?N MANUAL ANp SHALL I(EEP A COPY ON THE JOB SITE AT

DE$IGN?' CGNPANY: W.K DICKSON ALL TIMES.

RANSPIi?AR®BY. W.KDICK50N 3. CONiRACTORq FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE
PPRTIE9ANDASSURWG7HATUT0.ITIESARELOCATEDPRIORTOTFE
ADDRESS: 3101 JOHN NIIMPHRIES WYND coMMENCEMENr of consTRUCTmN. cALL NC ONE cAU tPRenousLY

PHONE: (BiB) TS2-04B5 1A000) AT 1-SOP832-4B4S FOR UTILITY LOCATING SERVK;E348 HOURS PRpR
TO COMMENCEMENT OF ANY WOPoL. CONINACTORSHALL VERIFY LOCATION
DATE DESIGN COMPLETEQ 11f2005 AND DEPTH DF ALL EXISTING U1ILRIES PRIOR TO CONSTRl1CTpN,
SURVE® W
K DICKSON 4. IF 7HE PROPOSED WATERANDAR SANRARY SEWER IS INSTALLED 12 WRHW
. IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM GAS MAINS
THE
SURVEYED BY: W.K.DICKSON ,
CONTRACTOR SHALLCAILPIEDMONTNATURALG?SCOag'ANYAT7WSy5b505

ADDRESS: fi18COLONNADEDRNE AND INFORM THEM.
PINE: ?B4)334.534$ 5. SANRARY SEWER UTERNS ARE TO BE INSTALLED ATAOEPTH NO GREATER
THAN (5) FEET WHERE PRACTICAL AT THE PROPERTY LME UNLEBS INDICATED
DAZE SURVEY COAPLETED: ON THE PLrWS TO BE INSTALLED AT "MINIMUM SLOPE'. THE CONTRACTOR

DEVELOPER curcorEau SHALL COORDINATE WITH THE DEVELOPER TO ENSURE THAT ALL LITERALS
°??? ARE ADEWATE DEPTH TO SE FUNCTIONAL FOR THE LOT IN QUESTION Q,e.

ADDRESS: STOP BASEMENT LOTS, ETC.1.

PHONE: laooanAwe S. WATER MAWS SHALL HAVE A XNNIMUM COVER aF AT LEAST 38'.
rmunmuw?
CONTRACTOR: -
INSPECTOR: CONSTRUCTION SHALL BE IN ACCORDANCE
BiSIDECtWiLO1TE:(>DYES(INO: WITH CHARLOTTE MECKLENBURG UTILITY
?? DEPARTMENT STANDARD SPECIFICATIONS.
7. DUCTILE IRON %PE (RED BRASS FOR Y WATER PIPE) REQUIRED FOR BOTH WATER
AND 9MLRARY SEWER LINES ARE THE FOLLOWING CLEARANCES ARE NOT MET.
WATER LWE CROSSING UNDER SEWER LINE (FOR ANY CLEARANCE).
18' VERTICAL SEPARATION FOR WATER LWE INSTALLED ABOVE SEWER LINE.
(OR 1g' VERTICAL SEPARATION IN SEPARATE DITCHES).
WATER LINES SHALL HAVE 12' CLEARANCE WITH STORM DRAINS, GAS MAWS,
TELEPHONE Dl1CTS, AND UNOERCii0lW0 CABLES,
B. THE CONTRACTOR R RESPONSIBLE FOR PROVIDING EXACT LOCATIONS OF SEWER
AND WATER SERVICE CIXXNECTK)NS TO WKOICKSON, INC. FOR A38UILT RECORDS,
9. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, qRE TO BE REPUCED ACCORDING TO
NCD07 AND CMUD STANDARDS.
10. SNORING SHALL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1928
SUBPMi P, OR AS AMENDED.
11. CONTRACTOR 6 RESPONSIBLE FOR PUCING BARRICADES, USING FUGMEN, ETC. AS
NECESSARY TO INSURE THE SAFETY TO THE PUBLIC.
12. SIZE ANp LOCATION OF EXISTING WATER AND SEWER LINES TO BE VERIFIED BY THE
CONLRACTIXL
13. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND OR REPUCEMENi OF ANY
UTILITY DAMAGED DURING CONSTRUCTION. THE COMRACTOR SHALL USE ExTRFA1E
CARE WHEN WORKING NEAR ALL UNDERGROUND MLD OVERHEAD UTILITIES.
---
CONVENTIONAL SIGNS ®--?
Existlng Property Une ........................
Existlng Structures ......................................... F?[zzz ??

Proposed Edge of Pavement .......................... ??,
Ferlce ................................................................
-
Exlatlng PuNlc Dreinage Easement ............. -- - •--
- E -. _ __
Temporery Constructlon Easement ............. 2
PennanentDreirlageEasemerd ......
.............. -.- sDF-----
PermaLlera Conaervatbn Easement ............. ..-. ...-pcL -----
Extatlng Gea Une ........................................... e
Exiatlng Water Line ....................................... w
Edetlng 3edtary Sewer ................................ ee
Exlatlng Underglourd TelecamnNtlCatlorls ur
Exlatlng Underground Electric .....................
--?
Centerline of Channel ......
Existlng Storm Drelnage ..
Proposed Storm Drainage
Proposed Endwall ............
Exhtlng Tree ........................................................................................... ?''?
Exls6ng water Meler ..................................... ................ p
........................
Exlatlng Water Valve ..................................... ........................................ o""a
Existlng Gas Valve ..................... °V
Exlstlng Sanitary Sewer Manhde .................. ....................................... O
Proposed Sanitary Sewer Manhde ............... ........................................
Exiadng Stone Drain Manhde ....................... ... o?
Exlatlng Telephone Manhde .......................... ....................................... 0
EzislNg Electric Manhde ............................... ...................................... O
Exlstlng Catch Basin ...................................... ........................................ B
Exbtlng Ught Pole .......................................... ....................................... #
Exiatlng Utlllty Pole ......................................... ....................................... 0.
Guy Wire ......................................................... ......................................--?
Iron PM ............................................................ ........................................
Existlng Fire Hydrant ...................................... ...................................... ?
Proposed F(re Hydrant .................................... ......................................
Exlatlng YeM Inlet ........................................... ......................................
Tree Prolectlan ..................................
Tree Removal .................................................. ....................................... /?
APPROVALSISEALS) _ APPROVALS(SFALS)
__
KCJLLS(ASBUITJ X,C.P.E N.C.RLS.l,19 BUET? N.CP.E.
SUMMARY OF WATER MAINS $ FIRE HYDRANTS SUMMARY OF SEWER MAINS $ MANHOLES
SIZE LENGTH SIZE LENGTH SIZE LENGTH SQE LENGTH
- 8' 27G - .

.
"""w"A'°?`?
?? TOTALNO.OFRREHIDRANTS: - TOTAINO.OFMNVH
S
V?
®I?IW®N TOTALNO.LOTSSBiVEa - TOTALNO.LOTSSERVED
rommeeNy Inhosl?uclure cnnsuuu?Ls ,;;,? ;; PROJECTNAME: PROJECTNAAIE JEFFERSONC.I.P.PHASEI
SS RELOCATION
CHARLOTTE, NORTHCAROIJNA
JOB NO: - ?? .
DATE OF ACTNATION

N0
0818
? DATE OFACTNATION:
' P°"1H" DATEASBUILT:
BY:
DATEASBULT: BY:

VICINITY MAP
NTS
SANITARY SEWER AND WgTER MAIN R€PLACEMENT APPLICATIONS
APPLICATION FOR NON-0ISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CNARLOTiE?MECKLENBURG UTILITY DEPARTMENT
PROJECT NAME JEFFERSONP!{ASEISTORMORAINAGEIMPROVEMENipRpJECT
CMUD PROJECT No.:
PROIECTTYFE ? NEWCpRSiRUCTION ® RELOCATION
No. ? MODIFICATgNOFFfRMi
? OTHER _
YOLUA? OFWASTEWATER GENERATED BY TMS
BASED ON 1B0 PROJECT: OOPD-_GALLONS PER DAY
ABI•MaYAigb irbnity haueelpld x
135 palJdeylnad&fa,apl,urylx '-.-ddea
----?_uN6 a ie based vn:
WASTEWATERTREATMENf -?-
MANf ??9 WASTEWATER
® MrALPB1E CR (N00024910) ? IRWM CR (N00024845) ? MaDOWELL CR
? suGARCR.INCaoz4a3rl ? MAUAROCR(ND?1o MCro3ez7,
I
NANREOFWASTEWATER 10p %DOMESTIC
-_ %INDUSTRIAL
'__ %COMA£RCUU. __ %OTHER
ORIGIN OFWASTEWATER --
® SUBDMSN)N ? COMMERCIAL
? SCHOOL ? INDUSTHMJ.
? APARTMENfS?ONDO'S ? OTHER -_
LIST AN1'PARAMETER ANp RS CONCENTRATION THAT WILL BE GREATER THAN DOMESTIC
IEN:L3:
IF WASTEWATER IS NON- DOMESTIC DESCRIBE LEVEL OF PAEIREATNENf:
IFPRETREATMEHTISAEQUMED,HASONEBEBVIS?IED ? YES
? NO
HAS ENGINEER DETERMNED THAT DOWNS
?? SEWERS ARE CAPABLE TO HANDLE THIS FLOW?
® YES ? NO
PERMR Na FOR SEWERS IMMEDIATELY DOWN STREAM
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM
HAS ENGINEER DETERMINED TIiAT NC DEM AND CMUD MINNUM DESIGN STANDARDg PRE
PROJECR ®YES ? NO MET BY THIS
COMPLETE HAMS AND ADDRESS OF ENGINEERING DESNRd FIRM
WK DICKSON
3101 JDHN HUMpHRIES WYNp
RAIEIG NC27B12
TELEPHONE B19 - 192 0495
PROFESSN)NAL ENGINEER5 CERTIFICATION
I, SCOTTS=_,A?STTHATTHISAPpLICATIONFOR SEy?ERRELOCq
JffFERSON PHASE 1 STORM '? F? T?
DRMNAGEINPROVEMENTFRQIECT
'----------__. HAS BEEN REVIEWED BY ME AND IS ACCURATE AND
BEST OF MY KNO'M.EDGE. (FURTHER ATTEST THAT TO THE BEST OF MYNNOWL COAPlE1ElO THE
DESIGN HAS BEEN PREPARED IN ACCORDANCE EDGE THE ppOpp3Ep
CERTAIN PORTIONS OF THIS SUBMITTAL P ? THEAPPL?ABLE REGIAATI0N3. ALTHOUpI
ACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFE3SN)NALg,
kdCI.USION OF THESE MATERIALS UNDER MY SIGNATURE AND SEAL SIGNIFIES THAT I
MATERM! AND NAVE JUDGED R TO BE CONSISTENT ?? RENEWED THIS
W'RH THE PROPOSED DESIGN.
NORTH CAROLB4APROFES310NAL ENGMEER5 SEAL, SIGNATURE, AND DATE:
CMUD PROJECT Na.:
'?--_,_,_ ISSUED:
PLANE FLOWALLOCATIONRECORDED BY:
PERMRAPPROVEDBY: _ --
BARRYD.SHEAWN,P.E.,CNP.E.,CN- IEFENGINEER
m DICKSON
?ry asw?m,? «,?wc?,is
APPLICATION FOR PERMIT FOR WATER MAIN EXTENSIO
N
PROJECT NAME
CMUD PROJECT No.:
PROJECT DE3CRIpTIpN; _
DESIGNED BY: FIRM;
ENGINEER
ADDRESS:
PHONE;
THLSAPPUCATNIN IS MADE IBAERAND IN FUIl
ACCORD WITH THE PROVISRINS OF CHAPTER 130A-317 OF THE
NORTH CAROUNAGENERAL STATUTES, AND SUCH OTHER STATUTES AS RELATED TO
CMUD HAS BEEN PUBLIC WATER SYSTEMS.
NCAC18C.1801. THE?APpL?AYT01S3lIEFfRMITSFOREXTEN310NOFWATERMANVSF1IRSU
ICANTAGRFE3 THAT NO SIGNIFICANT '? T015 A
ANO SPEC8ICATIONS APPROVEDBY CMUD WILL BE CHANGE OR DEVIATNNd FROM THE FLANS
CMUDORITSAURpRDEpgEpgE3ENFATNE.APROFESgpRAL TMEWRRIENCONSENTAINApPRpyAIOF
NORnICM?INA3HAU,SUBMRA3TATEMENf E?NEERLICENSEDTOPRACTICEMTHESTATEOF
COMPLETIpROF REFLECIINGTLNTADBalATEOBSERVATH)NSD
CONSTRUCTIpRINDICATESTTLATCONSTRUCTI0ryWA3 URBIGAIJDUPON
APPROVEDPlAN3ANpSPECIFICATpry3. C?ETEDBJACCORDAHCEWITH
PERMITNo.
APPROVED
BARRY SIIEARIN, PE., CHIEF ENGINEER ?? ----?_
CHARL07TE MECIO_ENBURG UTILITY DEPARTMENT
5100 BROONSHIRE BLVD.
CHARLOTTE, NORTH CAROLINA 28218
Mm.m.ryam is wta
• CHARLOTTE_MECKLENB
UTI URG
LITIES
® ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
_?; ?? Faew, JEFFERSDNPNASEI
__
s
PL ? STDRMDRAINAGE
?? ?
aH
w?om, n,u PRA
Me
IMPROVEMENT PROJECT
Hp.
Vdt
PERMITS
Aeat ay
l+? xim as sAa

SEE SHEET 5 FOR THE
CULVERT PLANS
e II
I I IsJEPs / I �� 1 3 5 -.1I I I
I I .I I Ltn - ''III'
187-218-07
NAHORY NIWAF '°" D'R� I I I I I / I c
DEED: 02794-074 I
5308 GUILDBROOK RD 0�
ue nam SPLICE N 30 LF OF PC s- oocwnOo cwo I 1 I 1 • ��51 ���� I
rn w-su.z� 350 DIP SANITARY oEcx I I I J---JJJ�Nkkk,,n - - - -
FhGUT-seJ.99 SEWER LINE TO �' I I sss.o2
9 III I I Fn 4-!w.-
#1
1J_sa..zz
EMS NO MANHOLE I "� 2�
#1001. MAINTAIN ceA IH E¢wewsA I I rRE�
o e zr oAR
EXISTING SLOPE
GRnIE ELFV_e0{.5, I I I ^I ` _ ---
cRLRRr INv a-5 'I
() 94b I 1. � _-
I PIE ' I EGIN4 E-11- ---- - oJO f
( )-591.9, N
_ { ouA I ST 000 I I l Nv W-599.88 187-213-01 0 7
GRAiE EEEV-801.9) 1 e
e—e—e a—e—e—a—ee—e— a—e,- —e=e—e I I INV (0-597,93 TURTLETAUB HAROLD
(D 9 ROCK PROBE _ I I I i I DEED: 15540-290
wIRE j LOCATION 50E I I 80. I I a 1337 BROCKTON LN
E en-��F -�--�- -. — I I � -L ---°----- PLUG EXISTING B" VCP \
INSIDE wow 1 MANHOLE a
39 LF OF 8' PC 350 DI SS
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M ADWALL — YI I I , p :
VERT_588.,8 o — OAK J" OOGwpOp A
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' \ , e 24' OA STAA�, O+�/jJ°.BO- �' I p \ cw000 DBL 10" OAK
'_- --
PROPOSED MAp1HOLE
° 187-216-06 COOT STD #�#�t11525.01
8 _JII88 LF
WHITLEY ROBERT L JR / $ _ I Pc iso DI sS I 1r PINE
s / DEED: 12901-843 20-2a. o s I,REE9� I I - K.
e" ^PCE AROwooD
/ 5316 GUILDBROOK RD
rro
Al!NPLUG EXISTING B'VCPss $.- - ---
?zO
•�AJ " I I 1 ``' RisM neuosoxA.un u,wNae e�
°°:I. My mks98.sD °�-a-�
tel- 0 c" A.
2° Fit ian.ez �I 3110. e' s�`'�_
, I I i R wr R I Flt our-e9z.Je JO•—le-M&68-ED MANHOLE 4 7
e—e—s fir'
Q I STA
LINE+07 NCDOT STD. # a .01 z svcnNORE
------------------ �K- J O 187-213-02
GIBBON JAMES J ,O" - 1r
I CONCREIE DRIVE - - �Kg1 eau DEED: 09805-521 NU Dn NAPLES
- - - _ _ - _ - 1228 TURNBRIDGE RD�
I
:uV 1+50
0 20 40
HORIZONTAL
0 5 10
saws -s
VERTIm
CALL NC ME ALL
UFFORE YOU DIG
STOP
1-800-632-4949
VOID UDLI" DAMAGE
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
WK
DICKSON
wrrWnaRy Infr°e4uehef °onnAtmle :� M1 ;
NOTES:
1) CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2) ALL CONTRACTORS WORKING ON CMUD PROJECTS ARE
REQUIRED TO OWN A COPY OF THE DESIGN MANUAL AND SHALL
KEEP A COPY ON THE JOB SITE AT ALL TIMES.
3) THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTKMI.
4) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA
TRENCHING STANDARDS PART 1926 SUBPART P. AS AMENDED
TO DATE.
5) ANY NECESSARY LANE CLOSURES SHALL FOLLOW
GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND/OR C.D.O.T, WORK AREA TRAFFIC
CONTROL HANDBOOK.(WATCH)
8) IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY
DIRECTION (VERTICALLY OR HORIZONTALLY) FROM A GAS MAN,
THEN THE CONTRACTOR SHALL CALL THE
APPROPRIATE GAS COMPANY AND INFORM THEM.
7) ALL DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY
VEGETATING WITH SEED PERMANENT SEEDINGSPECIFICATIONS DUCH E TO THE RECOMMENDED
ESTRAINTS ON
THE LENGTH OF IMPROVEMENTS AND/OR DURATION OF EXPOSED
DISTURBED AREAS.
8) PLEASE REFER TO THE REPORT OF SUBSURFACE
INVESTIGATION PREPARED BY FROEHLING 6 ROBERTSON,
INC.(F&R), FOR ALL SUBSURFACE RECOMMENDATIONS. SOIL
TEST BORING LOCATIONS SHOWN ON PLANS ARE
APPROXIMATE. SEE F&R FILE NO. EftU53 DATED
MARCH 31, 2005.
9) SANITARY SEWER LATERAL LOCATIONS ARE APPROXIMATE AND ARE
SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ALL 4"
SANITARY SEWER LATERALS SHALL HAVE A MIN. 1% SLOPE.
10) ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO NCDOT AND CMUD STANDARDS,
11) THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR
REPLACEMENT OF ANY UTILITY DAMAGED DURING CONSTRUCTION.
THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING
NEAR ALL UNDERGROUND AND OVERHANGING UTILITIES.
0 CHARLOTTE-MECKLENBURG
U-"1 LITI ES
® ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
J& L�= Flo Ne JEFFERSON PHASE 1
s STORMDRAINAGE
PROFILE PLA —' "—°- IMPROVEMENTPROJECT
_
"eL - V-
- GUILDBROOK RD
vac r -s
SANITARY SEWER
A. &M- —F.6 PLAN & PROFILE
VA0 TN RFIPI SA.4 SMM 121017 S0se1 IX
sa9.1+a By9y �P�d ey - Omm 9y-P,gscFEly, --q�ored ey - �, _ w us

CUSSA 12°
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3699 P.9.1. I
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PIPE LINE
CONCRETE ENCASEMENT
SEE SHEET SR-4 FOR THE
STREAM RESTORATION
PLANS
gar. x? °xr??.
eFral rcu oic
STO P
I?8?00 n632-1949
r?rr °"="ra
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
a? I
Z ??? I
r ?i?,j??3 _ _ _ - - ?
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REMptrE LF O?EXISTI?G
SANITARY EWER rc
. er ss
??u 1B - -
"'94;V HAHN JOHN
•,ee DEED: 05DJa
? I? ? 1308 BROCKTI
k ia` crn.x __??yE
3 '?
9eE 9eE-?-? PROP. 441E OF CONC.
PRO CO g PFLOP.TOP ENCASEMENT 3'avn
INVE OF BANK a ? e x
308:3F ?,..
?' ? ??? ? ? nPLE
nac ' ? q
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LFO 'PC
50 @I SS y0E
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DIP SANITARY SEWER LIN 1
MAINTAIN El03TI
e?°
? ? e o
?n e
s
X44 ??• a e?x
e .? 25 LF OF 8'PC 350 "
?"e D1 S3 STA 0+25
PROPOSED HL?E
GIN LINE a1- NCDOTj4TD.U11 01
STA•MW ?ti«? 1 I ai
?? 1
I
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six
sl I
• 7-213-08 I
N1 S DAVID M C01C
D .04105-078
7 acER DR
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______ ?
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80
NOTES
S) PLEASE REFER TO THE REPORT OF SUBSURFACE
1) CONSTRUCTION SHALL BE MACCORDANCE WRH
I INVESTIGATION PREPARED BY FROEHLINGS
-
? I ? _ - - - CHARLOTIE?MECIGENBURG UTIIJTY DEPARTMENT STANDARD ROBERTSON, MC,(F3R), FOR ALL SUBSURFACE
--- ?
??/?
?'
? ? I 1 / SPECIFICATIONS. RECOMMENDATWNS. SOIL TEST BOPoNO
-
-------
- ( o --" --- ) `Ot' LOCATIONS SHOWN ON PLANS ARE
I :,, ( I J I i 2) ALL CONTRACTORS WORKING ON CMUD PROJECTS ARE APPROXIMATE. SEE FBR FlE N0. E81345G
? ?1.).
I ? REQUIRED TOOWN ACOPY OF THE DESIGN MANUAL AND
- _ _ _ DATED MMCH 31, 2005
_
SHALL KEEPACOPY ON 7HE JOB SIZE AT ALL TIMES
I rh x.erzes 301 RR
Ply x.ers.a7
Fh W1-Bi117
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PROPOSED MANL?LE
u
NCDOT STD.91525.01 z aePP,
TIE IN EXISTING LINE s '"'??/G
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SPLICEIN 30lF t>F pC 9) SANITARY SEWERUTERAL LOGTIONSARE
350 DI BS SANRARY ? ? I 3) THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF APPROXIMATE AND ARE SUBJECT TO RELOCATK7N
SEWER LINE. MNNf -1 ? I ALL UNDERGROUND UTILRIES PRIOR TO CONSTRUCTION. DUE TO FIELD CONDRIONS. ALl t' SANRMY
' EXISTING SLOPL o SEWER UTERN.S SHALL NAVE AMM.1%SLOPE.
{ REMOVE 37 LF BT !) ALL 9HOFLING SHALL REIN ACCORDANCE TOO6HA
Q SEWER LITERAL TRENCHING STANDARDS PPRT 1923, SUBPART P, AS AMENDED 10) ALL PAVEMENT CUTS, CONCRETE OR ASPHALT,
SERVICE LINE S INSTALL Q ARE TO BE REPUCED ACCORDING 10 NCD07 AND
3--2D a 37 LF OF 4" PC 350 d. 187-213• TO DATE. CMUD STANDARDS.
0 8LPIMENT?AL R T ?IARREIS DETWEILFR NEL:
DEED: 02739-019 pEEp: 0375
1237 BROCKTON LN 5) ANY NECESSARY LANE CLOSURES SHALL FOLLOW 11) THE CONTRACTOR IS RESPONSIBLE FOR REPAIR
y, 1231 6ROCKT OUIDELMES OUTLMED IN THE MANUAL OF UNIFORM TWIFFK: ANDIOR REPLACEMENT OF ANY UTILITY DAMAGED
STA=10+3T? e e ?rT4 CONTROL DEVX:E9 ANDKN2 C.O.O.T. WOFUf MFA TRAFFIC DURING CONSTRUCTION. THE COHiRACTOR SHALL
e ?,,, CONTROL HANDBOaL (WATCH) USE EXTREME CARE WHEN WORKING NEAR ALL
? ? r i?uiee? s,. ?ye??a. UNDERGROUND AND OVERHANGING UTILRIES.
,a ? ?w ?"a,? -. C t?„/ I ??`En•? 3) IF THE PROPOSED SEWER MAIN 191N9lALLED WRHIN 171N
".rn r ANY DRECTKIN (vERTIC/V.LY OR HORQONTALLV) FROM A GA3
-- °`"'°'^? MAN,THEN THE CONTLUCTOR SHALL CALL THE
?.--w- °? crFxrss S1f? APPROPRIATE GA4 COMPANY AND INFORM THEM.
--?-_- t
7) ALL DISTURBED AREAS WLL BE STABILIZED BY PERMMIENRY
VEGETATING WRH SEED AND MULCN AS RECOMMENDED BY
LF OF C .?+r rz cr°nx TFE PERNNIENT SEEDING SPECIFICATIONS DIIE TOTFE
RENT \ RESTRA1NfSON THE LENGTH OF IMPROVEMENTS ANDAIR
1N6PII W reor ? a1MTI0N OF EXPOSED DISTURBED AREAS
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o CHARLOTTE-MECKLENBURG
UTILITIES
e>e® ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
_ - JEFFERSON PHASE 1
'?? ??" STORMDRAINAGE
s?lee
PLAN ±'_?' IMPROVEMENT PROJECT
P11oF1LE?• 1''a' GUILDBROOKSWALE
"°" 1?'s SANITARYSEWER
A.? - o?..-- PLAN&PROFILE
seen a
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\ BACKWATER CONDITION PREVENi®BY
- BLOCKAGE BACKWATER VALVE
TYPICAL SEWER SERVICE REQUIRING
BACKWATER VALVE
NOT TO SCALE
TYPICAL SANITARYSEWERBERVICE BAGMNATERYALVE STYLES: -__Y
VALVE
1YPICAI BACKWATER VALVE INBTAWTXNI9:
HOUSE
BASEMENT OR CRAWL SPACE
YARONAIAT INSTALUTION FOR
HOUSE BUII.OINGS BOLT ON 9lAB AND
OTHER LOCATIONS V6iEPE VALVE
CANNOT BE MSTALLED M
BASEME?'OR CRAWLSPACE
CBSD 4 METER BOX
OR SIMILAR BOXNAILT
OF APPROPRIATE SIZE
ro uLOw REGUAR
MAINTENANCE
woTES:
1. INBTALUTN3N3 OF GREATER iHMI1' IN DEPTH MAY REQUIRE MANHOLE.
2. VALVES MUST BE MSTALLED IN A LOCATION AT WHICH THEY CAN BE
CLEANED AND SERVICED REGIAPRLY.
a
BACKWATER VALVE INSTALLATION
MATCHLINE SEE SHEET U-4
p. a,a?. o T r ? V I i I I,
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" i I ? v 621?? SEE SHEETTfOR ?? __??-----'-"? III a I I
? 'i PROPOSED v I I II 1) CONSTFt11CTI0N SHALL BE MACCORDANCE WffH
a ? __ STORMWATER DE7NLS-----?- II I II giAFB.OTTEJAECKLENBURG UTILRY OEPARIMENT STANDMD
1 ? "a I C ?- I I I I I I y SPEdFlCAlIONg.
- e i i >ecn ??- @? ? I ? I I I I $ 9.
°
?i °?\ _
fl ?.g II ? Z I) ?,?.?€ 2) ALL CONRtACTOP3 WORKINOON CMUD PROJECTS ME
e m i i fi ei ^ 1 ?_ ?, •' I 1 t;a l p I (` ? :e RO-0URED TO OWN ACOPY OF TFE DESIGN MANUAL AND SH4L
% ?? v?vruv( v.eeuex U1u? 187-213-17 _- -' I?EEPACOPY ON THE JOB BRE AT ALL TIMES.
?{ . wan-ex.u i nfT1 PLUG EXI3111[?`@'VCP \ PROCTOR YAWAM P II IF- WI I ? wtc
INSIDE MANHOLE _ ? I Y Z
I - E,M DEED: 01611 J17 B I I( N DEPTH OF ALL
?? ____ _ i It `e - 1215 BROCKTON LN II IU QI I ____ 3I ?GROIMDTDUf0.?RIEg PRaRTO?CONSTRUCnoN.
?-__-,a_ ,_ ? ? ? I II IOJI??
_ - _r i ? \ ? SPLICE IN 30 LF OF 8' I I I I ? I ? ? 4 ALL SHORING SHALL BE M ACCaRONiCETO OSHA
?-- ___- - 'm rTnu "° ? \ \ PC 350 DIP SANRARY I 4 m I '? w )
p - I 7 I ?°r'V II D so'wu TRENCFANG STANDNNB PART 1928.9UBPPRTP, AS MAENDEO
.__ S ITARY SEWER UN-3Ef01 - ^ ? i MSTALL UNDERGROUND R \I I ?SSEWER UM NEE T.E I vyl I®? TO DATE.
,_ ___,_ ? VAULIWITHBACKWATER A PROP I ?? I°
-- EDMK1dpINTAM I ? VALVE I I 41010. MAINfAM ((1-ew..+? l
w ore EXISTING 9LO1rF'i CONTRACTOR 0-,.0.I I 2 ? ? ANY NECESSARY LANE CLOSURESSWVI FOLLOW
:r?i; 4'PC 350 DI SS®1.0%- FlELO VERIFY I I EXISTING SLOPE I w I°?e i WIDEUPES OUTLINED IN THE MANUPL OF UNIFORM TMFFIC
.?: z.;;v1'IC, ?. SLOPE TO PROPOSED ?? I I I II ? CONTROL DEWCES ANDAORGD.O.T. WORK AREA TRAFFIC
'\w -.y _,,. ? \EXISTINO ' ? I .+
u \„\.i i ?t:"a,, MALIHOLE -?. 11 I I I ? CONTROL HANDBOOK (WATCH)
wiyit,u u i ??r?, wev? ? ???=- ----' II II 8) IFiHE PROPOSED SEWER MNNIS INSTALL?WfTHIN 12'IN ANY
rti wrriem c? i i e_?:,??ta, A,eaa n¢?ru 0 ._ _ II II P1f DIREC710N(VERTICALLY OR HOR20NfALL1')FROM ACAS MAIN.
I i axc I II THEN THE CONTRACTDR SHALL CALL THE
0.
STA O.OD i BB "y' *--- ' ?' 71 - ? I I MPROPRIATEOAS COMPMIYNOINFORIA IHEM.
HOLE Gc a ,Yti C.. I w I i, I I
EwsnNGMAN r? ?? • _
-.? ?- __
BEGM CONSTRUCTION "?" - -??:;< I "^ i sx e;:., ____ _ ______ _ _ ? u T) ALL gSTURBEO AREAS WILL BE STABILD]D BY PERMANENRY
• _..- ??.. i.. . ?...
o ui xwt ? _ ?" ^T ?-?T _ _ _ - - <) I naxi VEGETATING WITFI9EED AND MILCHA3 RECOMMENDED BY IHE
, ?
-w-?-- ? -' - - - ? PERMANENT SEEDING SPECIFICATWNS DUE TOTHE RESTRNNTS ON
x a« a• a.e ___ ?-. tom' n? '\ s ?n____® __°_ ____,_____,__ ? ? ? I1e' v 0 :., C 1HE LENGTH OF IMPROVEMENTS ANDKM DIIRATK)N OF EXP09FJ)
ST 1 ? DIS111RBED AREAS.
9 NCDOT STD. M1 S01 51 LF pl Sg r un nroa ?w w? I I w? er
350 au-en.'e I rA w suer n• uu? 8) PLEASE REFER TO THE REPORT OF SUBSI1TiFACE
PROPOSED CONFLICT g• g?L Th x.euU I I I rh b:a INVESTIGATION PREPARED BY FROEHLING 8 ROBERTSON,
,? tl OOnx BOX SEE DETAIL ENCASEMENT rh auo-°30?r° r I? I INC.(F6R), FOR PLL SU&RURFACE RECOMMETmATN)NS. SOL
se 7EST BORING LOCATIONS SHOWN ON PLANS PRE
187-213-13 ?? ez?nro STRUCTURE ? a I 1 I I I I I APPROXIMATE, gEE F8R FILE N0. E83-3/5G DAT®
MUSIL CHERYL ROUfR `" S7Ai.31 ST0. - ? I 0.?1I I I I MMCH31, 2005.
DFED: 09483-271 EXISTING MAN XI
???^^^ ? r SP11QE M LF e•
1406 FOLGER DR PROPOSED MANIIOIE END CONTRU Q 1 ? 19 I PC D30 DIP ARY
NCDOT STD. M1525.01 \ I 9) SrWRMYSEWER LATERN. LOCATIONSARE APPROfOMATEND PRE
187-213-18 I I 3E UN TO SUBIECT TD RELOCATION DUE TO FIELD CON]RN)NS.ALL 4'
? ' -"°'?-? \ SWEENEY GARY W 1 I` I NG H 9ANRARI'9EWER UTEPALg gHILL NAVEAMM.1%9LOPE
?? DEED: 03891-9 I I I I Al 1 . MAI AI
\1207 BROCKTON I I .al ll I EX NO 10) AIL PAVEMENT CUTS, CONCREIEOR ASPHPLT,ARETO BE
° I I I ? I I I REPIACID ACCORDMO TO NCDOT AND CMUD STANDARDg.
' r
{?° ? b
,?,J a r--------?„nms L''- -------? 1 I II
wumm,w I I r:E 11) THE CONTRACTORIS RESPONSIBLE FOR REPAIRANDNR
16 % -14 ?1?I II caxc ih ix-eii?T 111 I REfl.ACEMENT OF ANY UTLITY DAMAGED DURING CONS11iUCTION.
v
?? I 1 I 1 THE CONTRACTOR 6HALL USE EXIF83,£ CME WHEN WORgNG
MCAWSIER HARRY P Th auT.m.w
DEED: 04488-393 I I I I I I NEAR ALL UNDERGROUND AND 04ERFWXTING UTILRFB.
I ,.?Maae -?- ------- III I II '
7400 FOLGER DR '?---?-
_ `-------- ' III I II
_---__ __ I I I I ?-, w
111_ - - - - - III I I t` ^ ?.rr'
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a 5 to mnwuRy hhaaNuchn tm?ltab
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VERTIC!l
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STOP
1 g800-632-4949
.v o uourr onuwcE
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
B CHARLOTTE-MECKLENBURG
UTILITIES
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
JEFFERSONPHASEI
Jab Nu FW Na STORMDRAINAGE
Bute
PUW -+'•? IMPROVEMENT PROJECT
Pb?Hu. -'''??. BROCKTONLN
"°'L 1?•B- SANITARYSEWER
- PLAN & PROFILE
N BJt DeY _
- _ 8bu IX
Y11m N91 RIN SAS SMV 17/!095
BuYeYdW ._DdPd BY Drawl BY CE'P' AoPmad BY Dwe Ud U3
____._.__ BACKWATER CONgTION INOBULgNO
WITHOUT BACKWATER VALVE
? EC NAT X111 F1EVATKN
_ _? EFAOF EC MAT
iN TO 7q OF L00
D WAETER CAN BE E150SEp
B'NIN. PRIXgRED BED
REHAB 37'MNIMUMDWEIER
T MN. IENGIH (TYP.
?OUCKBILL AIICTIOP8 AUIY ?,
USED A9 A 61.HSTRUIION.
- ? ?--MINMUN OF7J0 OF lOG
- ,DDMEIFABEDOEp BELOW
?:,' Fl(19TN0 CMANELINIERI
APRAR A'.1P A'T0 ?' LOOl0EPR01ECTI0N
?' iB'MINMUN LOOpW,ETgI
RTPd
6mrole• em.
xoGwTERruTrvE
) LOG TOE PROTECTION • TYPICAL DETAIL
R-1 roTrosarE
` ? kE1'In PFRNWIPALTUIERB
INNAUCDpq AR FRCN KE1'N PFA A{WIFACNIBIl
NSTWM,TWNBB?FgpN
?\ ? 1CPOFINA{ TDPDFBMN -

? \
`
` AWI6ULL
ELEVATpN

? /
?
/
??
P?P0SE0 ? ? i/
.?
\
FRD91Dx ?
? - --- "J /?-
CDNTADL FIAT- I
C?/It EGAtaT B.F r
'
-------- IEYN EC.1UT 0d'
BELO,yTCp DFpAyL
._.Cit
CP OF BWIK PRCPpgD
CNNL'g
60TTOM
NOTE
LNEALLC1
1AMp W1q lYiN FRCBIONCIX1FAOl IMTRq.
z EROSION CONTROL MATTING
R9 NOT iOBGAIE
COMPP^c'®u uNCOAaACTEDBacAD1u
(17 UF78) 1J1'MgMUM ? ?BWIfFULL ELEVATAN
L`. m
NEW CFUUIFLfl BEO9HALL
BE TRFA1 ED AB SPECIFIED
N PUW9

;?-
s CHANNEL PLUG -DETAIL
sR9 NormscaE
AlvaTr
RWTWAO
;0.75 FEET -
COMAETER
-ROOD RAIN
EC MAT
EC LN7 i0P OF BANK-.
_. -. BANKFIAL STAGE
70.15:FOOT BOLE
>8'DUMETER -.
,? ?
"? ? BASFAOW ?'
'ty`? _ J
r/
`/

BOULDER `-FOOTERIW
IASDIRECTED > 17 DUAIE7ER
BYENEER) NBTALIEDBELOW 9TREMI BED
BWLOER IB' NN.OMAETER
ROOT WADS -CROSS SECTION VIEW
T \
ROOT WAD
RooT wa
BYE ?Eq)
/ /
ROOT AD-- PLAR WEW
DRIVE POMT METHOD ROOT WADS ? PLAN VIEW
TRENCHI?_
DN\E PgNTMEIIAb
BHN8B1 TIE END OF THE LAO W11 H A CI W NSAW Aff ORE NJRIWNO'
RIMO iFENYIK OREM R001 WADS IVSTgEAN SO THAT THE
STREAM FLOW AEE78 THE ROOT WAD AT A R)-0EOREE A1K3LE,
D6lECHNOTHE WATERAWAY {RpATHE BAlAL
THENCHINGMEIIAp
E THE ROOT WAD CAMIOT BE DRR'EN MO THE BANK OR THE BANK
NEEDS TORE RECONBTRUCTEp,TNF TRENCMNGMETH009FId11D BE
USED. THIS MEDAO REWIRES THATA TRENCN BE E%CAVATED FOR
THE L00 PpffpryOF THE ROOTWAp. W 6TNIRD OF THE ROOTWAp
SHOIILO REMAN BF10W NORMAL BASE ROW CpA11ANg,
a ROOT WAD REVETMENT
r?l-?-
NOTE
ACCEPTABLE 6PECES MCLUDE BLACN W7LLOW (BALI% NIGRA) A!A SLKY DOGMV 00
(WRN113 AIAMOAIUNf, CUfTIN0.R BUNOLEBPAE TO BE IN9TNIE0(PFTER 90DMAi
FAl9 BEEN RACED) BY ORRLNOANAPPRO%NgTE1.YPT0 B' DUWIEIER HOIE BACK
INTO THE97RF/NSANK Ai ELEVATAN BAWffULL, INSEATNO TNECUTRNG9 AND
7KHDLYBMJffRLAA WHH TOPSdL WILLOWCUTDNGS SXOULp BE RINSW AT
SCURAA POINTTOALLOW BETTEq RWTMQ IEOER TRAFI9PLANTSCAN BE
BSffIUTEp FOR CUfTBIG9 BUNDLE4 WITH APPIAVAL OF ENEEA
ELEVA
CUTTINGS BUNDLE TYPICAL PROFILE
a PUMPAROUNDDETAIL
?, ,? ? -
ROH
`NVi0i N06E
f/ ? PJP
N07E: HOSE BHOULp BE
HEFT OUT9PoE aF L.O.C.
p INSTR6WICHECK
OAH
91LLInO B0.A;N 011917
&A LOCY,TIIXI
FABRIC
AB1ACfE.11ED
RNFA F}LAYAI®
AOL
AtaE OUnBr
AITRICD,KE
A LIN
fMMIAAFp®1N
BECTNNH
b
- CUTTINGS BUNGLE
SO,C.9PACINO

CUTTINGS BINDLESO.C.
RMA OUTSIDE OF BANffULL
EfEVATAX
1EAmDER BEFA

?3TREIEA BwIN L A
`-- --? .
CURINGS BUNDLE TYPICAL SECTION
s CUTTINGS BUNDLE • DETAIL
?? NOT i05GAlE
9TNLmO BA91N
BTIBR®WfFN1 ?
QASBARMPAP IOMIN
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awac
=nbA
tAA {b COW.RTER
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STWN01WMp.@1ND1N RIEAFAPAOC
IrIgA .yy Y Y
Iml Fol ? 14
w 1o a EAAIRAB CALAIBT.y
o: N.1 u r
vu
au g
N N10 L 11
1e1A b
rare FTxuM ueN erg ro ee ADAAIEp Frv
Nn1FeBFB1l4eEflgY
Fw6,N ImLLr STRUCTURE- SECTM)NA•A'
B?IRF?AA1? IS MEIDEI
PAERT I R?K
I ROW--.__?
B MA%ITY7J
FOOTER ROCK
RIERCLOTX WELLWIAOEO MLY
Of N1TUW, 8fOFE FlLTER FISRIC
CLASS ABB FORORANA({E
ROCK DROP 9TRUCTIIRE • PROF0.E VIEW
(A SEQUENCE OF FWR SHOWN)
NOTES:
1. DDP9IRDINFRTOgM-BTIMW MIMIEItltlmINEfWFRROF
1rtD Br FOA NF/DDB ND B'ro M• FOR romEaa
2 N3pLRiB1F,?9lORERLLIB7CIKaRESIgICRAE
NARINOATBEOpM81RFq BO, NDD61 NYAEIfE111IA4T
R ODARB%11BMIHEB?NAFBM-MOFBItff fB'f.
OI UPSIIEAV9DERDOP PoRTWIHI RTpBA'IIRILEILL
H09TAEWMML 9fMCMEWA46ElA&H611EA7t
/ trrmasvKNDR.?ER>DI?R.iagFraruorRSLIEmF
L Dmiroa
9R MBIAUCRBE? R1LMiWOMgIENOSOPF
l SERSNFEMTXECAVAIBIMATHVL
7. ISECU5BAN00/SBBSfDEroFLLON80NI.PSIIEW63LH
L N1&NLNOIE Kq BEHI
R''L£D,RLLM?ELP9HEW9DEBF
HEYAH%IOFIIERIPOFTIEAIEI?E0.?? f07fE
R RRRHH6CSW1MHT8PRNArpN0pRT1?ELMmTRiBI
FAH1C
7 ROCK DROP STRUCTURE -DETAIL
sal NrnroscuE
NOTES:
1. E%CAVATAN SHMLBE PERFOMREp NONLY dtYBECTIW90F CHANNEL
Z. IMPERWOW DME98HOUID BEUSEDTO gOIATE WORI(ARFAS FROM STREAM ROW.
S 7NE CONTRACTOR SNAIL FAT DISTMq MORE ARFA1HAm CAN BE STABIREDmOFE
WORNNOOAY. AMAXNUAF 6 7000 FEET MAV BE OgTUNBFDAi ANYONE TIME.
1. ? M1AROIIWIPUIIP 8NgA0ADE0VAlELY WNVEY AANIMUM 160 WLLON91
6. PERFORNANCEA.IMIOPM ONLY
9EOUENCE OF CON8TRU4910N fORTYPICM PUAAARgNp
1. mSTALL STRUNG Bl31N AN09TABB0'ID OUTF/IL USMO QA38ARM RAP AT THE
DOWNSTREAM END OF TNEOFHgNATEO PROJECTWORANOAREA
Z. TXE CONTRACTOR WRL AI9TALLTHE PUAp gRgAA PUMP ANO7HETFAPp1ATlyppNO
TFMT WiLL CONYEYTHE Bl9E ROW FRpA UPBTRENI Of 7NEWOINBRE TOTIE
SPECIAL SHLLINO BASIN OR SRT BAfi
9 MSTALL LIP8fRE1A1 BAPEfi'AU9 DAfEAAABEGM PUMPm00PCi AHONg FORBTPENA
ONERSIW.
/. msiALL THE OOYMSREAIA NI+ERYTOUg OAE ANDPUAWNO APPARATUS IF NEEDEDTO
OEWATER TNEENRFAPPEDAREA, THE PUMP AND NOSEFORTHI9
OFSUFFICENi91ZET0 DEWAIERTHENANIXMEA THq WATERWRL ALSO ?BE
Af f0 7HE OUTFALL STABR®W77H CUSS A WP RM.
'+ ME CONTRACTOR NYL PERFORM SFRFJAI RE9TORATAN
THE PLAN AND FOLLOYNq THE GEFEML CCNBTRIICHON 9EOLENCE ?
e. THECONTRACTORyALLE)(CAYATEANYACCUMUATED SRTNA DEWAERBEFORE
REMOVPL OFTME BIPERWL%IS OIIE. REMOVE BAFERYlOV9 DAE9, PUMFS, PND
1ENPORNW FIF.7OBLE IA9ETIPAA 3TMTINO WIRI 7 HE OORm87RF.AN OIIE FNSf.
7. ONCE 7 FE WORpNG AREA q COM PLEIED, PEAIOVE TIE S71LLM0 BAHm9 AND
STABRUP DISNRB? AREAg WRN SEED AAO NLLCN.
AOE ROCA($ FOR
BI CHANNEL
ERT OF CLRVERT
i PIPES
?I?
Z6
of
m
N P
Y? ?
a U
m ???
a o??4
? '?
s ??#
,?-
? ???

_? o
s
? m
m
gz ?? ??'
o ? s ? o
ro y
F- Z
.- U p
??W ?
aa°? ?
??a OJ
z?Z cnQ
(f? ? W ?c W
W G
??p w
WfJO.' ?
? a ?
m n
;oJ ° W
I` N F
aa?rtl o
x N
?? o?
"? ?
ROCK DROP STRUCTURE-RAN VIEW
(A SEQUENCE OF FOUR $NOWN)
INDEX F,SHEETS . -T ?
GONVEI+TIONAL SIGNS
/SUBMITTAL 12-21-2005
95
..e.? wd
Shed DeverVilon Sheet Number xxistift Property use
Cover Sheet 1 - ?.... ---- -----°-
Caenl Nets & A6emletbu E Exidag Structures tai
8ddale..,.. . Proposed Fdge of Pavement
Dra cage Structure 3
-
Drainage Plans A Prof es H Face
ShamAe2bntln Deh9e _ SR1SR3 Slope Stake JLe.„,.,_„ ...............
stream Pedorado°Phu&Promm SR44MG : - - .®
------
Vegetative Pin Vi - - Existi"Salaq$ewerEssemnt__,.
DeteW D1-DS
BlnearnlDelnBs 81$11 Temporary CmNrnttlnEnrmmt- -e-e-e- EiRq
-a-.-
Permanent Drainage Easement
C?BeetlonD? _C81 ENGINEERING & PROPERTY umuyEmemmt Control MANAGEMENT F-b", GnLos
ErodonCentral Phn ERt-ERaf _ Ellrtlegweterune, ,...w.....:......,? --.
UtftCoordination Plans uo,UCE Z"IftSanitary Sewer
-.-.-
' mn UI-06 Construction Plans of Proposed Existing Existing; dun Tee®mladone - ?- ?'
w tee
TotaiSheeb .. 93 ?-
.-
erhmd..,.
JEFFERSON PHASE 1 STORM DRAINAGE IMPROVEMENT PROJECT EdENnxiHig g Overhand El? Underground Electric
Saw cut
PROJECT NUMBER: 671-01-005 ?`"°e0r` Drainage
N Proposed Simon Drainage
ftovislence 2024 intersection Project Features Eadwall v
Fairview Road, and Existing Tree
Sar&r Road THIS PROJECT CONSISTS OF: GRADING, DRAINAGE PIPE & STRUCTURES, PAVING, CONCRETE FLAT
WORK, CHANNEL IMPROVEMENTS, UTILITY RELOCATIONS & STREAM RESTORATTON Existing Shrub 0
Meted,
"b 0.v
Exbd Water Meter 0
ExiEtiopwatervelve D-0
GV
Zxbdng CAN Valve
Z I Existing Smeltery Sewer Manhole
8
? Proposed Sanitary Sewer Manhole
E26der Storm Drain Manhole
a
Proposal Storm Drabs Manhole
p Proposed Junction Box
VICINITY MAP Project Ara?o ErhtlegTelephone Manhob0 [.y
NIS ? SHEETd Proposed Telephone Manhole (D
SHEET SR-5 ALIGNMENT-C- Existing Electric Manhole 0
Proposed Electric Manhole
SHEETS7&S A3 ALIGNMENT-H- 0
ALIGNMENT D• ExidingGteBBasin B 0
® 19
Proposed Pip Plug
Proposed Catch Basin
O _ Proposed Yedmlrf Hy
F-1
_ Proposed Double Catch Basin
rioting Light Pole
SHEET 9 proposed ldghtPole
SHEETSR4 -F - -run uBBtypole _ .Q
ALIGNMENT G ALIGNMENT k&'7 Prouy Wire __<
posedUditPole Tor.
T$ y
Iron Pin 0
b AUG 16 2006 -stir Fin Hydrant .6-
ExinagMxilMi
Proposed Fin Hydr 0 ;-
DENR-WATERQUALITY EdNgYAW
D NS GPs #t WETLANDS AND STO WATER9RWH m,anagestr.ran Symbol
20061 3.2 Q
True Protection
SPIEET 9 SHEET 5 Trm Removal X
BENCHMARK Q ALIGNMENT -E-- ALIGNMENT-& SHEET D"Itefereace
LOCATION ALIGNMENT-A- Cron Section Reference pq
:. : Flaw Direction Reference
IVA
STORM
WATER
H. NORTHING BASTING ELEVATION DESCRIPTION
1 400059.241 148301&1214 62LI029 MIANAIL WIWASHEL BET IN PAVEMENT ATSM
GUILOBROOK ROAD
2 510740.3018 14067/.3524 813.0162 MAONAIL WAVA8IELSET N PAVEMENT AT
CORER OFBROCKTONLANE BGUIIDBROOK ROAD
e 811230740t i4emet8301 Bar= MAO HAS. WMT,9IER,SETN PAVEMENT AT
CORER OFBROCKTON WE B PROVIDENCE ROAD
Proposed Cantroto
Proposed Asp MB
LOCATION MAP
Proposed ft Rep Ditch C)
NTB Prop 1111011AP
C''

Services

r?ECOM?E`,ENQ
?"rr
r

Proposed Grad

l
- -.. ? ? C? t7a R ri Q .?

r ProposdModdvBlackWall-
-,
rr ,,
am
..d ,
,... l
9
?' ®® CGMndAdmlaietntlaH
PLA?1S PC EPAIE0 By; :n HIG SCALES
Storm Waterco°Btrncna
Bid Set No
. a
? storm waht-Project Manager _J *Moon

' Phu View ...... Ludsenpe Mmag-nt y
IYND
3101 JOHN HUMPNRES
ll? ®A? RALEIGH, NC 27812 1'pp 4D
- 1V 3"
60

-

?
-
[phone] Horn ProRle..... Storm Water-water Qaaft "GGFVENT
.
C A?
®ICKS®N OtRce L.otlme
4NroNUllity hId'O11111Chre tnnsdtana North C-11n. Gea918
- I IB

VertProtile.... >s
CDOT-
swte Gaulle. Ratio
1 10 CWT - Trams Control
APPROVED
2002 STANDARD SPECIFICATIONS Cross section ... lnnn?
CMU CITY ENGINEER DATE
PsopadPavematRemovxi
PROPOSED CURB ELEVATION:
THE CONTRACTOR SHAM SETAM ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TOENSURE FROM
LONGITUOIHALWAOEFORDWNAOE TIECONBRACTBHALRETANF708TSDPAVBOW U MOTIEINABE
NOTED.
DRIVEWAYS AND SIDEWALKS:
PROPOSED DRIVEWAY ENTRANCE OWOSIONS ARE FROM EXPANSION "ITTOEXPANSION JORL MATCH
REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY.
•CONCRETE • SIX INCH PORTLAND CEMENT CONCRETE MW P81}
_
-ASPHALT • rSFPbASURFACE COURSE ADC9260CBINDER COURSE
-GRAVEL - BO(NCHCABCSTONE
SIDEWALK SHALL. BE FOUR INCHES THICK AND S( INCHES THICK AT DRIVEWAY CROSSING% PER CITY SM. NO.
1822
DRAINAGE STRUCTURES:
ORMOE& ELEVATIONSAND LOCAMNBHOYN AAEMPIROOMATE. AB DIRECIEDBYTNEENOMffRT EYMAYBE
AWU6TEDMA000MMODATEIXFORF9LEENLDNDTHON6 WEFPFIq.EBARETOKEIXNSIRUCIEDNAU
DIWNAOE8IRIICRBE4WEBPHDLEe BIIOULD eEONrc6trERWmNAMNMUMOFIWB3Np08PeewAl.
WEEPIIOLEB ARE RG EE COVERED dl THE OUTSIDE O TFE BTRUCi1BE BY A BAO MADE O FLIBt FABRIC
FlLLEDWITHDBBTONE THEREYALL BE N08EPAtATEPAYMBNf FORiNBWOPoC
BTATION,oFFBErBUD ELEVATXINB REFEIR701HECBRTEROF DRONER&MMIIOUBADJLMCTIONBOE6,
lINDTXE MIDPOINT OF iHEGRATE FOR CATCH BASIIS. UPONAPPROVABYIIEENCNEBR,CONIPACTUIMAY
8UB8TRUIE BftlC(81R1IC11IE8 YAM PR&A9T81AICITXEA .
ACCESSIBLE RAMPS:
ACCESSIBLE RAMPS SHALL BE RECONSTRUCTED WHEN DISPLACED BYCONSTRUCTION ACTIVITIES USING CARD
STD. 10.81 AILS, 1092 ALB, 10.99 AMB. ADIOR 10.96ASAP PRORIATE, PROPOSEDCURB SHALL BE DEPRESSED
AT NIERBEC1pN8 TO PROVIDE FOR FUTURE ABLE RAMPS.
SUBSURFACE PLANS:
SUBSURFACE INVESTIGATIONS OFALIMITED SCOPE AREAVAILABLE FORTHIS PROJECT. CONTACT THE CITY TO
OBTAIN ACOPY OF THE LEOTECMSCALREPORT IF DESIRED. NADDITIOKTHECONTHACI(IRSHALM A E
N64BLOWN INVESTIGATION AS TO THESUBSURFACE CONDITIONS. THE CITY IS NOfFFSPOSBLEFOR
SUBSTRUCTURE CONDITIONS ENCOUNTERED BETWEEN SORNGLOCATIONB:
TREES, SHRUBS, AND HEDGES:
THE CONTRACTOR SIULL NOT REMOVE MY TREES MARKED FOR REMOVAL PRORTO ONE MONTH BEFORE
CONSTRUCTION PER SUB40CAMM
INS CONTRACTOR SHALL SAVE ALL TREES AND SHRUBS WHERE TREE PROTECTION IS NOTED ON THE PLASM
TREES N O %MOBTHAT TNE CONTACTOR S REQUIRED TO REMOVE AHESHOWN ONTHEPLANB. ALL ROOT
.
PRUNING S TO BE PERFORMED INACCORDANCE WITH CRY OFCHARLOTTE LANDSCAPE CONSTRUCTION
STANDARDS SECTION 0100%PART 09A
CONTRACTORS AL OFFERTO THE PROPERTY OWNER ALL SHRUBS ANIDRTREES OFTRANSPLANTABLE 9i
WHICH ARE TO BE REMOVED. IF THE PROPERTY OWNER DOES NOTWANTTHESHRUSSADORTTEE&THE
CONTRACTOR SHALL SATISFACTORILY DISPOSE OF THE SHRUBS ANDOORTPEES. ROOTBNOGMSK-LLBEIBED
TO PREVENT DAMAGE TO TREE ROOK FROM EQUIPMENT
TREE PROTECTION FENCE SHALL BE'VIBFBARIUEN' HIGH DENSITY POLYETHYLENE FABRC.ORAD& FOUR FEET
N HEIOR. INSTALL PER MANUFACTURERS SPECIFICATIONS WHERE SHOWN ONTHEPLAE. TREE PROTECTION
FENCE SHALL BE INSTALLED SWORE ANY DEMOLITION OR CONSTRUCTIONBEGINS NTHEAREA ADSHALL NOT
.
DE REMOVED UNTIL CONSTRUCTION S COMPLETED AND AS DIRECTED BY THE OWNER MAINTAIN TREE
PROTECTION FENCE THROUGHOUT COSTMICIIOOL .
LIVE STAKINGS NOTE:
LIVE sTmm WILLBE PLANIFD ON THE BANKS D CHANNEL POBBBIETIEEE TmTYALLBENTNEUVE
STANNOB INCLUDE FLOEREERRK SILKY DOGWOOD. RNBIBRI26 SYCAMORE, &TAGALDER
MAIL BOXES:
THE CONTRACTOR SHALL RELOCATE AL MAIL BOXES AS RLDNRED BY SECTION 107-12 OF THENCDOT
STANDARD SPECIFICATIONS FOR ROAD$AND STRUCTURES. COO DINATETISWOWLYAMTHEU8 POSTA
BERICIL
FENCES AND WALLS:
THECONTRACTOR SHALL REMOVE AND RESET FENCES AND WALIDASNOTED ON THE PLANSADIORA9
DIRECTED BY THE ENGINEER AND SHALL BE RESET OUTSIDE THE NONROF-WAY THE WOTLOCATION NO
DIMENSIONS TO THEN ITEMS TO BE REMOVED OROSTU SED DUEDCOSTRUCIIONNDD.BE
AND PHOTOGRAPHED BY THE CONTRACTOR PRIOR TO CONSTRICTION CONTRACTOR SNNLBEREQIAPIDTO
COORDINATE WITH HOME OWNERS FOR INSTALLATION OF TEMPORARY PETFENCE&
SIDE SLOPES:
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS. DETAIw Am EITA GALD DRAWINGS. THEMAOAM
FILL SLOPE MALL NOT EXCEED A2:1(HORIZONTAL TOVERTICAL) UNESB DESIGNATED SYTHEema m cur
SLOPES GREATER THAN 2:I WILL BE USED ONLY AS DIRECTED BYTHEENGINEER AN)ATTHESPECIFIC
LOCATICS SHOW" ON THE PANS.
SAW CUTS:
THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TOREMOVAL
UNLESS OTHERWISE DIRECTED BY THE ENGINEER SAW CUT WIDTH SHALL BE I FOOT MINIMUM FROM THE
EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WB.LASADOTIONALPAVEMDNT
REQINRED TOTEM TO FACE OF PROPOSED CURT AND GUTTER
EXISTING SANITARY SEWER AND WATER LINE:
FOR WATER NO SEWER LOCATES THE CONTRACTOR SHALL CALL CMU.AT781-3IB2MM.
AN INSPECTOR FROM OMRLOTTE•MECID.ENSU G UTILITY DEPARTMENT SHALL BENOTNED 48 HOURS PRIORTO
THE BMIW41M OF WATER ANCIOR"WARYSEW SEWER WORK I
WHERE SANITARY SEWERS AND WATER UNE8AREBDOUNPFAED, THE CONTRACTOR SHALL ESECAEN
WOUONOAROIBDORNEARTHEM. FANEM811WWWERORWATERLMISMMWMIMOOMPAL'IDN
SHALL IMMEDIATELY REPLACE THE SEWER OR WATER LINE WITH DUCTILE ION PM THECONTRMCFORSHALL
REPLACE AMINIMUM OF ICI FEET OF SANITARY SEVER LINE ANDIORWATER LINE WITH DUCTILE IRON PIPE WHEN
DRAINAGE PIPE COMES WITHIN 18 INCHES OF SAID LRESVERTICALLY ORIWHOIDONTALLY.
ALL WATER VALVE% WATER METER BOXES, AND WATER VAULTS N THE CONSTRUCTION AREA ARE TO BE
ADJUSTED TO THE FINISHED GRADE BY THE CONTRACTOR
IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED TO AN AREA BDEDTHE
PROPOSED CURE. IF RELOCATED METER B IN DRIVE OR SIDEWALK OONTPAC ORWLLP ROVDEANDI STALL
801Ea.
CONCRETE METER
WATER AND SEWER LINES ARE TO REMAIN ACTIVE DURING CONSTRUCTION. IF INS IS NOT POSSIBLE, THEN
CONTRACTOR SHALL FOLLOWC.MD. POLICIES. PROCEDURES, STANDARDS AND SPECIFICATION MANUAL
SEWER LATERALS ARE TO BE RECONNECTED PER CAU. SPEDNKATIONEL
STOCKPILING NOTE:
ANYONSTE STOCKPILING B TO BE COORDINATED AND APPROVED BYACITY INSPECTOR THESTOCKPILE WI L
BE PROVIDED WITH GROUND COVER 16 WORKING DAYS UPON COMPLETION OFA YPHASEOWORK MULCH
WILL BE TACKED WITH EMUIIFED ASPHALT.
ABBR
GENERAL UTILITIES NOTES:
1. CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH CNARLOTTE-MECKLENBURG
UTILITIES STANDARDS AND SPECIFICATIONS, UNLESS CITNERIMSE NOTED.
2 AL CONTRACTORS WORKING ON CMU PROJECTS ARE REQUIRED TO OWNACOPY OF THE DESIGN MANUAL
AND SHALL KEEP ACOPY ON THEJOBS M AT ALL TBE&
& COWRAC70RUFULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING THAT
UTILITIES ARELOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCnON. CALL NC ONE-CALL
(PLEVIOSLY lXACO) AT 1•MOr4M FOR NUTY LOCATING SERVICES 48 HOURS PRIOR TO
COMWENCEMENTOANYYAMONIR/DTOR SHALL VERIFY LOCATION AND DEPTH OF ALLEMSTRD
UTILITIES PRIOR TO CON STRUC KXL
L IF THE PROPOSED WATER ANDIOR SANITARY SEWER MAIN SINSTALLED WITHIN 1r14 ANY DIRECTION
(VERTICALLY OR HORIZONTALLY) FROM GAB MANS. THE CONTRACTOR SHALL CALL. PIEDMONT NATURAL
GASCONPPNYAT )5253M0ADNFOPMnB
6 EXST.MANTARYBEYERLTENAI.SWATEILBER 6 LOCATKMAEAPPROXIMATE ADAIETO 13E FIELD
VERIFIED PRIOR TO CONSTRUCTION. CONTRACMMRELOCATEANYSEWERLATFRALSMWATFR
UTILITY COORDINATION:
CONTRACTOR SHALOONTAICr PiCONECAU AT 1.800492•INBFORURL WUrATIONBPFWRro
CONSTRUCTION. CONTRACTOR SHAM ALSO NOTIFY THE CITY OF CHARLOTTE UTILITY COORDINATOR OF
IMPENDNGWORK, IHE UTILITY COORDINATOR SHAM BE CCINTACTEDATTHEPMOMMADDRESS(48 HOURS
PRIOR TO COSTRIX11010
Wt. GARY STANSBURY
500 EAST FOURTH STREET
EN(HARLZI?N0 28202-20" .
ORGANIZATIONS THAT MAYOWN FACILITIES THRouamffTmpRojeCrAM'
DUKE POWER COMPANY
PIEDMONT NATURAL GAO -
SELL SOUTH
TMEWNUERGOUP
KXt TELECOM GTIOIF, ITC .
MC
NORM CAROLINA DEPARTMENT OFTRANSPOWIANION
CA d,OTTE DEPARTMENT OF TRANSPORTATION
THE LOCATIONS Or EMSTING UTILITIES SHOWN ON THE MANBAAE FORTHE USE OF TIECONTRAOTCRIN
PROVIDING PWMCM48 FOR THE UTILITIES DURING CONSTRUCTION OPERATION. THE CITY, DESIGN
CONSULTANT, ANOM AGENT SHALL NOT BE NED RESPONSIBLE FOR THE ACCURACY OR LOCATION, S= DEPTH
ORCOMPLETENESS OF I-INFORMATION. BEFORE BEGINNING CONSTRUCTION. THECONTRACTOR SHALL
CONTACT EACH OF THE UTILITY OWNERS IN THE AREA OF CONSTRUCTION RELATIVE TO THEIR UTILITY
LOCATDNB THE CONTRACTOR SHALL PROTECTALL UTILITIES FROM DAMAGE CAUSED BY CONSTRUCTION
OPERATIONS ANDIOR RELATED WORK OFTHE CONTRACTOR OR HIS AGENTS. THE CONTRACTOR SHALL HOLD
THE CITY HARMLESS FOR ANY INCONVENIENCE OR DELAY CAUSED BY THE OPERATIONS OF OTHERS
PERFORMING THE ABOVE WORK NECE88ARYADFIBMENTORRELOCATION OF EXISTING U MMES,EXCEPTFOR
CONMAOTREMS,WILLSEPERWI&AEDBY01FER6 THE CONTRACTORSHALOOOmOHATE NBWORICWIM
OTHERS NORDER TOPROVIDE SATISFACTORY PROGRESS OFTHEPROJECT.
PIEDMONT NATURAL GAS (PNO) REPRESENTATIVE MUST BE PRESENT PRIOR TO AND DURING ANY CONSTRUCTION
WITHIN THE AREA OF EXISTING GAS MAINS.
THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OR RELOCATION OF GAS MAINS VAT" PHIL PNG MUST
BE NOTIFIEOTWO WEEKS N ADVANCE OF CONSTRUCTION. ALL ADJUSTMENTS AND RELOCATIONSWILL BE
PERFORMED BY PHIL
A BELL SOUTH REPRESENTATIVE MUST BE PRESENT PRIOR TO AND DURING ANYCONTRACMINWITHNTHENEA
OF E108TNG BELL SOUTH CADEE.
THE CONTRACTOR SHALL SUPPORT A DPROTECTANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED
DURING TRENCH EXCAVATION ALDIORPIPE INSTALLATION CONTRACTOR TO USE EXTREME CAUTION WHEN
WORKING IN AREAS NEAR CARE POWER TRANSMISSION UNEB THECONTRACTOR SHALL COORONATEWORIONG
THEAREA OF THE DUKE POWER TRANSMISSION LINES WITH ED WILLIAMBO DUE DOW AT (M) 952.2014
EROSION CONTROL:
TOTAL DISTURBED AREA S IM W_
MINIMUM EROSION CONTROL SEASURESSHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Mr- EROSION AM
SEDIMENT CONTROL PLANNING AND DESIGN MADAI, U.S. DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION
SERVICE, CITY Or CHARLOTTE EROSION CONTROL ORDINANCE, AD THEOLAAMEO(LAD DEVELOPMENT
STANDARDS MANUAL.
CONTRACTOR SHAM "O' DISTIAS ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS,
STORM DRAINAGE PIPE S GRADING NOTES:
PROJECT TOPOGRAPHY AND E708TINCICOMMONS GROUND-CONRDUIDMNVEYPROVIDED BYCITY O
CHARLOTTE SURVEY. ADDITIONAL UTILITIES HORIZONTAL AM VERTICAL LOCATIONS (EXCEPT EAK SEWER).
NOTED ON PLACE, PROVIDED BY ON-TARGET, INC. ADDITIONAL EXISTINGTIEE& STORM DRAINAGE PIPES GSM
SEWERS VERIFICATION WAS PROVIDED BY WKDICKEL
PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVERSLOPEB. HOWEVER. SLOPES SHALL NOT BE DECREASED
FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER
ALL STORM DRAINAGE PIPE TO BE CLASS 9 REINFORCED CONCRETE UNLESS OTHERWISE NOTED. PIPE LENGTHS
INDICATED ON PLAN ARE APPRO)CENIATE ONLY.
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC. TRENCHING, OR OTHER LAND
DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF GRADING YAHDUT PRIOR APPROVAL FROM THE
OWNER AND CITY ENGINEERING DEPT.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF CHARLOTTE ANY DISCREPANCIES FOUND
BETWEEN ACTUAL COMMON AND CONSTRUCTION DOCUMENTS AND SHALL WAIT F'ORNSTRUCT10N FROM THE
CITY INSPECTOR PRIOR TO PHOCEEDN&
BOTH AERIAL AND OPUtDCONfROLLED EXISTING CONTOURS ARE SHOWN ONTHEPLAN ATT INTEF
PROPOSED CONTOURS SHOWN ARE AT TROERVALS.
ALL PROPOSED GRADER ARE FLASH GRADES .
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE NOVEMBER 2002 EDITION OF THE "WORK AREA TRAFFIC
CONTROL HADSOW(WATCH) AND THE TRAFFIC CONTROL PLANS ON BIEEM T-1-T-4
ABARD ...... ............... ..ABARWNEU
AC ............................ ..AIR CONDITIONER MTL._.._._._.-METAL
AD ............................... . ALGEBRAIC DIFFERENCE
ASPH.... ....................... . ASPHALT HAD S&.»...----- ORTH1AMERICAN
APPROX.,.,......,...... ..,.APPROXIMATELY DATUM 1861
Sc ........................... .. BACK OF CURB Nre...... .............. NOTOSCAE
BR........... .................... ... BITUMINOUS . OR.._................. OVER HEAD
SM ............................... ..BENCH MARE OC....,.......:....ONCENTER
SOC...,......................... .. BOTTOM OF CHANNEL PAW ------------ PAVEMENT
SRO.............................. ... BEARING PC................. PRESSURE CLASS
CS CATCH BASIN PERM. .................PBNANENT
CEO,,.,.,.,.......,......... ..CURBANDGUf1ER - PO..._...... .......... PAGE
CL ............................. ..CLEARANCE PL.........,._.....POINTOMf -
CL FENCE ............... ... .. CHMiLIM FENCE PK------- .------ BNM.SEF
CMP ............................. ... CORRUOATEDMMPIPE W._,._-„_._.POWERPOE
CMD........................... ... CHARLOTTE MECKLENBURG PROP ........ .......... PROPOSSO
LAND DEVELOPMENT PBE...__.......PERM SWEAMF
CMO%CMU................... CHARLOTTE MECKLENBBURG PT --------------- RaNTOFTANGENCY
UTUY DEPARTMENT PN._.....,.,,....JPOSTOFVETM
CMPA .......................... ... CORRUGATED MR PIPE ARCH PUS..-...---.....PERM UTILITY ESMT
CONC ........................... ... CONCRETE r......._...._.....RAOIUS
CONST.............. ..CONSTRUCTION RCEX..... _-.-......RENFOREDCONC BOX CULVERT
DCB ........... ...... ....DWSIE CATCH BARN RCP,_....-_-..-..REBEORCED CONIC PEE
DB ................................ ... DEED 800K RD.__--.---._AOAD
DBL .................... .. DOUBLE RELOC.................. RELOCATE
D.................................. .. DROP INLET FIT,.-_.... .............. JSGHT
CIA ............................DIAMETER RAYIHOW......... RIGHTOFWAY
DW ............................ ....DRIVEWAY
DNA ............................. ...DIENSSION SNL,_-..--.--...SANITARY
E ................................... ...EASTIEASTINO BD........._._.._.,BTOAMDRAIN
EA .............................. ...EACH FOOT
ELEV............................ .... ELEVATION SIR FENCE----....SPLIT RAIL FENCE
EDP ........................... ..EDGED PAVEMENT SB-,„._---- _--AAITMWSEWE R
ESMT,...................... ...EASEMENT STA--------- .,-.STATION
ETCB ......................... ..ELONGATED THROAT CATCH BASIN BID......... .... ........ STANDARD
ERCP,........................ ... ELLIPTICAL REINFORCED CONCRETE PIPE SW.....:._._.....SIOEWAX
EXIST ......................... ..EXSTING 8Y._.„,...-„.,_BCMPEY/AD
TIC ........................... ..FACE OF CURB TAN ------------- TANGENT
FES ............................. ....FLARED END SECTION ICE--....--------- TEMP OCNSTESMT
PH ..............................-.FIRE HYDRANT TEMP...--._,___.TEMPORARY
FOC ........................ ...FIBER OPTIC CABLE POINT
DIV GAS VALVE
H ORR.....,........,......... ..,HORRONTA - TYP------- .-..._TYPICN.
INT ........................... .. ... INTERSECTION UD---------------- UNDER GROUND
INV .............................. ...INVERT YC......_....._...YERIICALCIRVE
P .................................. ..IRON PIN SET VERT....._........AERTCAL.
JB ................................ ..JUNCTION BOX VCP------....-...VffMFIED CLAY PIPE
IOC,.C .......................... .. JEWISH COMMUNITY CENTER
L .................,.,..........., ..LENGTH
LF .......................... ...LINEAR FOOTAGE
LT..„...,....,,,.. ............. ...LEFT - WVAA.T-_------ WATER VAULT
b.........,,,..,.....,,..,., ,.POUID WV....... _-__,WATERVAVE
LP.... ........................ ..LIGHT POLE YL---------- _--YADNIET
IN. .......................... .JANE 00--..._._-_---SIXT'YPENNY NALSET
MAC.....,.,...,..,,,.., .,.MAXIMUM '......
.... _____FOO'
NTH ............................... .... MANHOLE .
... JHDH
' ICI 7 ;° fP

R STATION b
!?I :11R11 " ?i
I

SHEET DESCRIPTION SHEET NUMBER STATION ID
GUBOBROO( CLOSED SYSTEM L
•At• .
LINE
GUBDBROOKCU.VERT 5 UNE-Gi-
TORN9RBOEEAST 5 LNEL'1-.
BROCKTON - 7,8 LNE-G1-
OLDFARM ITIMBSRDOEWEST - 9 - LINES -E1•,i1-
STREAMRESTORATION DETAILS CHI TO SR-3
GULOBR00K REACH I SR- LNE-G1-
GUILDBROOKSWAE SM. SR-6 LIE4"-r4t2-
GUILBBROOKU7ILIIY U-3 LW41-.
GULOBROO( STREAM UTILITY W LNEJt•.
BROCKTONNA.ITY U-6 LNER1-

? A r
I r > Y
STAN

THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS.
NCDOT STANDARDS SHALL BE USED. CHARLOTTE MECK ENBURG LAD DEVELOPMENT
STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCOOT STANDARD.
NCDOT:
STD. NO.: TITLE:
SUM PRECAST CONCRETE ENDWALL
640.01 BRICK CATCH BASIN
640,51 NCDOT PRECAST MANHOLE
640.66 DRAINAGE STRUCTURE STEPS
840.12 PIPE COLLAR
CHARLOTTE-MECKLENBURG:
SM. NO.: TITLE:
10.178 CURB AND GUTTER
10.19 CURB TRANSITION
10.22 CONRETE SIDEWALKS
10.27 RESIDENTIAL DRIVEWAY (TYPE 1)
10.29 CATCH BASIN FRAME IN VALLEY GUTTER
20.03 DOUBLE CATCH BASIN
20.07 BRICK JUNCTION BOX
20.07 RIPRAP LINED CHANNEL
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ME 432
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+18.38 6 CL 13 COL 641.75 63325 63720 1 3.5 1 1 8 COL PFE COLLAR
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+88.74 8 CL 15 16 640.00 63223 631.92 1 2.77 14 1 9 10 1

+61.00 8 CL 14 Ex C6 641.30 635.50 632.41 1 0.8 5 1

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+22.89 7 CL 23 17 630.60 625.10 624.98 1 0.5 23 1 1 5 F
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1 1

NOTES:
- - - 1. CONTRACTOR SHALL NOTIFY AND
+
•
• COORDINATE ALL WATER 6 SEWER
W/1]111
?
°'a
°'
f°`
INTERRUPTIONS WITH CHARLOTTE
e REIKMAro x
en
ae
lI f81SYOFOW °n.enn MECKLENBU2GUTILITIES.
A9AVLTIA
/1 I
2.
TREES AND BUSHES OUTSIDE OF TEMPORARY

11 CONSTRUCTION EASEMENT SHALL NOT BE

DISTURBED.
IWMOYEA1p f3fP
e O OPEx6rra
fArtrelPm ?
3.
DRIVEWAYS ARE TO BE REPLACED BACK PER.
CMLD STD 10.27. DRIVEWAY APRONS ARE
CURRENTLY NONSTANDARD AND SHALL BE
( - /
I !I
7 N REPLACED BACK TO THEIR ORIGINAL
DIMENSIONS AND LOCATIONS
(THIS SHEET 0
\
' .
ONLY
OR SHALL COMP
I
29
CONTRAC
OS
ENDLINE•A1•
`- 4. T
LY W
TH
HA / ,
STA•2+12.32 CFR, PART 1928 SUBPART P, EXCAVATIONS, U
I 29 CFR PART 1910.146. PERMIT REQUIRED
CONFINED SPACES AND ALL OTHER Q g
Ij `? 1s7zt61s
'
'
' REGULATIONS. + 3t
a
DE ?
83
4 5. SEE SHEET PI FOR MILUNGIRESURFACING
/ 5423GUILDBR00NRD LIMITS.
6. CONTRACTOR TO MAINTAIN INGRESS/EGRESS
1rNCP0a00% TO RESIDENCES.

?•'• •' • '•' //
F®
7. INSTALL PERMANENT LINER ON 2:1 GRADE OR
WITHIN THE AREA BETWEEN
STEEPER
/ C
0 PORDRIVEEwAYTRAN91110R
SUwoatAND
CONTRACTOR TOPROTECT ,
STRUCTURE32AND3,
r .
ANMNNE9MCEAT E70"MWATERMAIN. -
VALLEY CURB WILL REQUIRE CURB
8
.
TRANSITION AT PROPOSED CATCH BASINS
! / I
1? PER CMLD 10.29 UNLESS OTHERWISE NOTED.
I r I I r! l
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187.216.10
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DEED: 06982-M
6199 GUNDBROOK RD
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187.21007 I _
NAHORY WILLIAM F
DEEED.027A4074
5300 GUILDBROOK RD
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OF STORE. COORDINATE WITH F??
ENGINEER FOR BULT LAYOUT
187-213-01
///''II III lr /
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F@M100TF/R 1. j--- ?r j ?? \ 'wu DEED: M05MI uUL-uAn
1 FLOOOwAY. ,228TURNBRIDGERO
STATION EQUALITY:
LINE -81- 4+72 = LINE -G1- 0+00
NOTES:
i. CONTRACTOR SHALL COORDINATE ALL WATER S SEWER
INTERRUPTIONS WITH CHARLOTTE MECKLENBURG UTILITIES.
2. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY FROEHLING 6 ROBERTSON, INC. (FNNR), FOR ALL
SUBSURFACE RECOMMENDATIONS. SOIL TEST BORING
LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE FRR FILE
NO. EOS-34M DATED MARCH 31, 2005.
3. VALLEY CURB WILL REQUIRE CURB TRANSITION AT PROPOSED
CATCH BASINS PER CMLD STD 10.29 UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL SHORE TRENCH AS NECESSARY TO PREVENT
DAMAGE TO STRUCTURE FOUNDATIONS.
5. TRANSPLANT TREE AFFECTED BY TRENCH EXCAVATION PER THE
SPECIAL PROVISIONS. AFTER CONSTRUCTION IS COMPLETED
CONTRACTOR SHALL REPTANT TREE BACK TO ORIGINAL
LOCATION.
6. SEE SHEET P-1 FOR MILLING/RESURFACING LIMITS.
7. TREES AND BUSHES OUTSIDE TEMPORARY CONSTRUCTION
EASEMENT SHALL NOT BE DISTURBED.
S. MANHOLE COVERS, FRAMES, GRATES, 5 HOODS SHALL BE
REPLACED BACK TO EXISTING ELEVATIONS,
9. SEE SHEET UC-1 FOR UTILITY RELOCATION.
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NOTES
1. CONTRACTOR SHALL NOTIFY AND
COORDINATE ALL WATER d SEWER
INTERRUPTIONS WITH CHARLOTTE
MECKLENBURG UTILITIES.
2. CATCH BASIN INSTALLATION WILL REQUIRE 10
LF OF CURB TRANSITION ON EACH SIDE OF
THE STRUCTURE USING CMLD STD 10.18 TO
TIE INTO THE SAW CUT CURB.
3. CONTRACTOR SHALL SHORE TRENCH AS
NECESSARY TO PREVENT DAMAGE TO
STRUCTURE FOUNDATIONS.
4. SEE SHEETS P1 FOR MILLINGIRESURFACING
LIMITS
5. TREES AND BUSHES OUTSIDE TEMPORARY
CONSTRUCTION EASEMENT SHALL NOT BE
DISTURBED.
6. ALL RIM ELEVATIONS TO BE REPLACED BACK
TO ACTUAL EYJSTING GRADE. RIM
ELEVATIONS ARE APPROXIMATE
7. EXISTING FENCES WITHIN THE TEMPORARY
EASEMENT AREA SHOULD BE REMOVED ONLY
AS NEEDED FOR CONSTRUCTION. FENCES
ARE TO BE REPLACED BACK TO ORIGINAL
LOCATION UNLESS OTHERWISE NOTED.
FENCES ALONG CHANNEL SHOULD BE
REPLACED ALONG THE TOP OF THE RIPRAP
CHANNEL.
° EEaa
. Sede ,' - rO'
"OrMONTAL
0OM
Soda 1' - 5'
VERTICAL
m
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DEED: 69466271
7408 FOLMR OR

167.21 14
MCAW6TERHARRY P
DEED. 04406-M
7400 FOLDER DR
(D
CONTINUATION FOR THE
GUILDBROOK STREAM
STABILIZATION PLANS
STATION EQUALITY:
LINE -D1- 0+00 = LINE -1-12- 4+95
NOTES:
1. CONTRACTORsHALLNo-4yANDCOORDINATE
ALL WATER & SEWER INTERRUPTIONS WITH
,y_,?v { CHARLOTTEMECKLENBURGUTILITIES.
6°I' 1
B I '" I I II j \ I b _\_\ \, - ?_ 2 TREES AND BUSHES OUTSIDE TEMPORARY
A
1\'tl 1 jll ?ejZ II \ii ?? ?y??y??- - ----- CONSTRUCTION EASEMENT SHALL NOT BE
ro DISTURBED.
\?T\\ I ZIIV .?? TP4axTM6181 LINE
?I ewenxeUHnawwll.
wl I I \ I Y I ? ONC OPE. Tx+ 3. SEE SHEET P•1 FOR MILLING/RESURFACING Z E
213 OF I-)'
GLASS ROP II IO -it $ I? -t-- lmE-0} -' --- -- UMTf3. O
Q
F,r 6F
INST
I ° j 4 (n I I II u c ee v 4. CLEAR PLANTER BEDS WITHIN EASEMENTS ONLY N
I II III vo' 4 vuFlxe AS NECESSARY. COORIDNATE WITH ENGINEER
?}gE \ i >•°ui?°In \ rr,, I ° \\ \.,, ?' PRHM TO CLEARING. Y Q
-f - I 1\ j?y.sun I >a;l? 'IGMOYEE%19TAVOF V i
N 5. CONTRACTOR SHALL SHORE TRENCH AS
N I ?T%? v
mowkopEwnw
noAiAV \ NECESSARY TO PREVENT DAMAGE TO Q r
A• °f l \ I \ aa
:
I CATCII7RkBNOIONplD 167212•it STRUCTURE FOUNDATIONS.
-+-Jr?? '••?. i ems a+EACxeroE. WI1TMANJAMES F
p \ u ae DEW. 02017-419
a
\ 1216BROCKTON LN 5. ALL RIM ELEVATIONS TO BE REPLACED BACK TO € I4
UK 4- ACTUAL MOSTING GRADE. $
\• PAOPflONOIU skB
I n THROAT CATCH "A"
MAN O[veues sue' fl - '
_ em.en.es
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REPLACE i
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MATCHLINE STA. 3+87 SEE SHEET 8
0 20 40
ALL PIPE SLOPES COMPUTED FROM H=ZONTAL
CENTER OF STRUCTURE TO CENTER OF n e IS
STRUCTURE BY STATION CALL. PIPE
LENGTHS THEN ROUNDED TO NEAREST scale: 11' . V
FOOT. VERTICAL
-Alt
ffi
6
U
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19
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630
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so
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-? ® Cn WA? -------- ------
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CONCRETE
,NOTAWt WE CMBtROtIn
PRO?DENCE ROSKEWAIX CA IIe ?" '------? ----
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189
MASON OOR GORBYC ? - _ .? -- -
DEM. 08261-M IAR60NBGARYtEE "'r=r--- -
5=1 PROVIDENCE RD t63 6417 t - _t -•.- yz •- - -I I- - - - - --"? "*
r+, t IDUSTINGPLIMED
. SI,?, I I 1154
0) PIPE AND 2C r1CP N el- Fn wRl• n ?-. \
---
I I $ NOTE.

ALL WORK AT THIS
LOCATION SHALL BE
COMPLETED WITHIN THE
RIGHT-OF-WAY AND SEWER
EASEMENT
SCdc 1' - 2C
HORIZONTAL .
0 5 10
SCdc 1' • 5
vmnm
ALL PIPE SLOPES COMPUTED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE BY STATION
CALL. PIPE LENGTHS THEN ROUNDED TO NEAREST
FOOT.
NOTES
1. CONTRACTOR SHALL NOTIFY AND
COORDINATE ALL WATER R SEWER
INTERRUPTIONS WITH CHARLOTTE
MECKLENBURG UTILITIES.
2 TREES AND BUSHES OUTSIDE TEMPORARY
CONSTRUCTION EASEMENT SHALL NOT BE
DISTURBED.
S. SEE SHEET P-1 FOR MILLING/RESURFACING
LIMITS.
4. ALL RIM ELEVATIONS TO BE REPLACED
BACK TO ACTUAL EXISTING GRADE.

616 616

610 ------810
R N
Cp

e rf
686 - a .696
--
------
---------- -
-

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630 ------- 630
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167-216-12
a i O \ 6
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FP rr
I; DEED. 04222 7 /'/ s e 1111 nV? /OL? au[aeaa7?\\ ?7?eh?// NOTES i 11.•\??.. ` i ]I
\5511// 1` ?,?
1 +1
• A 1\ _ / o I 1. CONTRACTOR SHALL NOTIFY 8
?e 11 ? __h i' ?A?AIr
?.1' TA?1o 11
COORDINATE ALL UTILITY 1 i /y' ' \ 1 \ \i I ill
INTERRUPTIONS WITH
lei-21611 'X11 // 1 CHAIRLOTTEMECKLENBURG o E J
PARImtP131AL1'>`?F UTILITIES, -? 1gZ8,?'
DM10:117

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0 1 1 REPLACE V M311F
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i I 111
t
SAUUL iC RY8
5218 GUN11606-010
ROOOK RD
1 / I
I I
OLD FARM
LINE - E1-
/ 2. CATCH BASIN INSTALLATION
,y I WILL REQUIRE 10 LF CURB
p i TRANSITION ON EACH SIDE OF
p THE STRUCTURE USING
1 212-01 CMLD STD. 1029 TO TIE INTO
I I I' V BORIS i THE SAWCUT CURB.
1 1. .07941.488 f
1 Ia1 / r 1339 FARM RD 3. SEE SHEETS P1 FOR
t o / a e1 p OF MILLINGIRESURFACING LIMITS.
1? P81QED
\ \ 10 171L
4. ALL RIM ELEVATIONS TO BE
\ 1 8< 101E2
1 1 REPLACED BACK TO ACTUAL
1 l EXISTING GRADE.
111 1 11 1 5. CONTRACTOR TO PROTECT,
SUPPORT, AND MAINTAIN
1 1 1 7 i SERVICE TO EXISTING WATER
MAIN AND SERVICES.
IV •
uaD?n?
y_ ama??Ra---\?---
TURNBRIDQE RD
?` // u1es+•?
REHOWVLFOF
r
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--- -pFll'eCr '??;
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vAY II 11 j`?
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PROTECT MASONRY
i 111 x
1 II1 181 e0°F 8. TREES AND BUSHES OUTSIDE NN ea
el _1pV 111__-I / '.' CONSTRANY
CONSTRUCTION EASEMENT
/ 11 ow
SLF
.00 SHALL NOT BE DISTURBED. I
r 11 Y Y ? / 187-215-14
I
9 11 NOT r.
11
I
11 11
II BvKow 11
e 111 jl 1
I
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LODEWYK MK21AEL P I
DEED.'11184458
1227 TURNBRDGE RD
ALL WORK ON THIS SHEET
SHALL BE COMPLETED
WITHIN THE RIGHT-OF-WAY
a 40
a?
sea« - 20
NOADOIITN.
0 S 10
kds 1• - S'
.T.
NOTE:
ALL PIPE SLOPES COMPUTED FROM
CENTER OF STRUCTURE TO CENTER OF
STRUCTURE BY STATION CALL. PIPE
LENGTHS THEN ROUNDED TO NEAREST
FOOT.

1-- 1-/`\ / 1 I I I
10
I 1 1 1 1 1 187.213-04
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UI701DOFLOO
DIAMIETER CAN BE EXPOSED
OF MN PROPOSED BED
REIN! SOPNNNOMOUAETER
aMIN. LENOIN(TYP.)
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8 EROSION CONTROL MATTING
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PLAIN -!DIAMETER
ED MA TOPOF BANMW
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BOUIDERIIrMN.DIAMEIER -
. ROOT WAOS- CROSS SECTION VIEW

IZIAII . VIEW ROOT WADS- PLAN NEW
DRIVE POINT METHOD TRENCHING METHOD
DRIVE POINT METHOO:
SHARPEN THE SS OF THE LOG WITH A CINNSAW BEFORE'DRIVING
ITINTO TEBANK. ORIENT ROM WADSUPSIRFAM80THAT T7E
STREAM FLOWMEETS THEROOTWAD ATA ANGLE.
DEFLECTING THE WATER AWAY FROM THE RANK
TRENCHING METHOlk
IF THE ROOT WAD CANNOT BE DRIVER INTO THE BANK OR THE BANK
USED THIN MERECDWRpO REQUIRES REB EQUI TNT TWATATRENCH BE MXCAVCCAVATEDED FOR
THE BE
HEL PORTION OF THE ROOTWAD. O "E-TH MCONDFMEROOTWAO
8F10UL16D REMAIN BELOW NOFNAA. BABE FLOWCONMTIORS
ROOT WAD REVETMENT
t NOTTOSCNE
®a PUMP AROUND DETAIL
t NolroePUE
FA7TF:
ACCEPFABIEaPECESW=MM P=%V-LCWMAMNORA)AMB"Yo00YA08
(COR(USAAMOM1.1% CUTRNGeBUNDLES AM TO BE INUALLEX) (AFTER SOD MAT
HAS SEEN PLACED) BYDRILLING A APPR0%WTKYPTOfMAW" HUE BACK
KM THESRI6W BAN AT ELEVATION BANFULL INSERTNGTHECUTHNSMD
TIGHTLY BACKRUBNiWITH TOPSOIL VALLOMCUrrR BN10UDBE RINSED AT
CUTTING PONT TO ALLOW BETTER ROOTING. ALDER TRANSPLANTS CAN BE
SUBBTITUTEDFORCUITES9 BUNDLES WITH APPROVAL OF ENGINEER
GaNPMEa6-41MAL IRALFR/ SIYGRILL
(IT LOFTS) ,DTNNMUM IM
II If / /
NIPi1.EIBVATION
14EWCHANBAEDSHALL
SETREA7W ASSPE IRED
N PLANS
BANKROLL -
CUTTINGS BUNDLE BQC. ELEVATION
MONO OUTSIDE OF
MEANDER BEND
A Y
?_BIPFIAA BAR(
CUTTINGS BINDLE TYPICAL PROFILE
CU
®s CUTTINGS BUNDLE-DETAIL
NOT roSCME
NOTES: - ROW
I. EXCAVATION SHALL. BE PEPFOMEDNOLYDOWSECIIONSOFCHANEL -
I. IMPERVIOUS DIKES EFpUDBEIN®ro1B0UTENGKKNEASFROM STREAM R.OVV
B TNECONTRACFOR&VUNDtMtL40MOREAREATHMCM EBFABL? NOME
WORKING DAY. AMAEMIYOF IODD FEET MAY BE DISTURBED AT ANY ONE TIME
4. THENMPAROUDPUMP SHOULD A06MKTMYCONVEY MINIMUM /BBGALLONS I
MITE Ry
E. PERFORMANCE Q-460 GPM ONLY
SEQUENCE OF CONSTRUCTION FOR TYPICAL, PUMP AROUND
1. INSTALL SILUNGBASIN ANDSTAIMED gITFALL USING MASS A FOP RAP AT THE
DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA,
L THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING
THAT WILL CONVEY THEBASE FLOW FROM U STIEAMOFTIEWORKSITETOTHE
SPECIAL STLLMRAMORSILT BAD. WON(
0. NSTALUPSTREAM IMPERVIOUS DAEANIBEGIN PUMPING OPERATIONS FORSREAA AREA CHECKDAM
DIVERSION
1. INSTALL THE DOWNSTREAM IPNNgUBDIKE AroPUMPING APPARATISIF NEEDED TO
DEWAERTHE ENTRAPPED AREA. TIENLiANDHOSE PORTNBNBPOSENMy.BE q yippENpgE
OF BUFF%IEMRBIZETODEWATERTHEWpB(APFA THISWAXERWILLALSO FLOW
.
NTOTTECUTFALBTAB0.®WINOAN ARP RAP. NOTE HOSE SHOULD BE
0. THE CONTRACTOR WILL PERFORM STREAM RESTORATION MDM(NACCORDANCE WITH
IDPTWIBIOEOfIA.C.
THEPLAN ANDFOLLOWN40THEGEIERAL WMEIRICIgNSFAUENCE.
0. TNECOINRACTORWLLE7SAVATEA(YACCUALATEDSLTNDOE1WTER
RBpVALOF TIEIMPERVIOUS DIE. REMOVE IMPERVIOUS MGM MAPS AND
TEMPORARY FLEXIBLE HOSFRIPNOBIARINOWITH THE DOWNSTREAM DOW FOW.
1. ONCE THEWORONGAREA 6COP(EIED6 REMOVE THE STRUNG MM AND CNNO(
STANIMDMTUMMAPGSWffHWWANDFALCN _ DAN
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-TOP OF BAN( Ipwq
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INVERT OF CULVE1

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F001®RROCK (A SEQUENCE OF FOUR SHOWN)
FILTER CLOTH WELLGRADEDMIX
OF NATURAL STONE FILTER ASSISI
CIASSABB FOROPAINAGE
NOTES:
ROCK DROP STRICTURE -PROFILE MEW t

(A SEQUENCE OFFOLIR SHOWN) L DAWRFIDRRrDMKWIiWNNRM MTENMEMOF
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THE FTHE FOF
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FtEGAYAlToRBIMETIEPOr.
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A MACE THE PLANT IN THE "OLE.
F. FILL HALF OFTFEROLEWITH SOLRN.ESOIL REMOVED
BACKPLL?
L WATER TFEBOLTOMMAWPOCIEIBRNNLTFEPEST
OF REHOLE W MTIEBNNNSOSOL:
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NmroerALE
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pu
= fWDEWM110L ROIX
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Row-?
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(SEE PROFILE) -
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SURFACE ELFVAT
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A
11
FILTER . 9
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CLASS IRIP RAP
RIFFLE GRADE CONTROL-PROFILE &E _ .
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MMDErA" ELEVATION
INVEST MIT
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TIMN O.W IN O1A11E1ER PREFERFD)
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RIFFLE 1D WINGUIOIE _
POOL ROCK CROSS WEIR - SECTION AA
VWTHOUT FURE GRADE CONTROL
rAem 0.151o 025
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NOTroECME clq co
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SEC. B - B
GUILDBROOK SWALE
STA. 2+20.10 TO STA. 4+20,40
TYPICAL SECTION

NOTE:' NOTE:
GRADING is GUILDBROOK STREAM TYPICAL SECTIONS TIES INTO LLEEFFTT BANK aTONa80 AVOID T1ESIES INTO PoGHTRIGHT BANKTOAVAKTOAV
® TIES INOID
TELEPHONE POLE. LARGE ELM TREE
i m
LINE - G1- STA 0+00 TO 4+86
0.5' 0.5' _ V Z
1A,
MAX J,0' 411 JA' 1.0' MIN J' 6.6 MIN S (j) w O 0 _
2.5 SLOPE 25 'MAC Ir SLOPE 78 M V
1 BIOPE / O fn MAX SLOPE1 1.50' 1 LOPE _1_1, COPE IF ??. a Q< CC
.
SL SLOPE ao N
z z- U)
OW W
TYPICAL LEFT MEANDER POOL TYPICAL RIGHT MEANDER POOL TYPICAL RIFFLE DESIGN W Ix W O
N CL
0
Lh
c
STATION EQUALITY:
LINE -81- 4+72 = LINE -G1- 0+00 I\ arcK
787.27328
SEE SHEET 5 FOR THE D80011111L EJAME
B
GUILDBROOK CULVERT - ' 1331 BROCKTOP
II
IMPROVEMENTS Ir , EXISM
BEGIN LINE t- v,ylgi _
1 I N III GUIGROOK CRO"CTIONS
I
2. LINE ALL CHANNEL BANKS WITH
EROSION CONTROL MATTING
1 1 I I ae ?r a 1 _-
! I I _ _ - - Q \ 187.27323_ ? ? - - - ? ' PER SPECIAL PROVISIONS.
/ I • a CARMOMELTHOAOGSI UNROLL THE MATTING SUCH
Sea, I I 187.213-24 \ DEED: W248.441 THAT IT REACHES
??+ I I I DEER X83 H oFr APPROXIMATELY 9.0' FROM
j I I 323 LN TOP OF BANK.
•wx2. o
I I `
_ _ SPxetuTBGlr6eE
Td „uF V-
3. CONTRACTOR T0COORDINATE
e SLtP _ vo M _ _ ----peSrjmNn WITH HOME OWNERS FOR
PERMANENT DOG
r \\\ \.\ \ I----- - __- - / tea CONTAINMENT FENCE
^ xmc \` -- - cxuRURRw • rxu°.as-- E"" - REQUIREMENTS.
767.213•!\ ,a<` rm?xytlix, 1 ems--- ''43• .Y ?? Z'
h EDAIHDBM - '; '1 -' 1-4
1 ^. -ems 4. IF EXISTING SEWER LATERAL IS
ENCOUNTERED ON LOT FOR
1329BROCKSON LN O
\ ?\ \ - - - - - P 1323BROCKTONLN.RELOCATE
?\ \ 20Pwx AND LOWER APPROX. 50LFOF i p
Y
\ \ \ \ \ 6eESxEt76Re - Y - - - - ` °r `Aawue , uuy -.18HO ERebSTING (? 4' DIP. CLASS 350, IF ?e
f s
\ ToPcStxetD rmSU?we4aee_ 'r`ep r AuExr' NECESSARY. U
BE 2?
PROASSLFO°r - - - .,-
%xE r
5. PLACE SAFETY FENCEAROUND \ \ - - aRrSrte \ _i' )? I ALL SEWER MANHOLES AND
\ - - - • - f uuKUxr - _ S " /'
e t eu^o?xxa\\ \ i \ `\?` o // sro?-' TELEPHONE POLES. PLACE VA
a w e a // / LF OF SAFETY TAPE ACROSS BACKYARDS ALONG
-SK sm-
?? r -/ !7 / • END 7• TEMPORARY CONSTRUCTION
U
TmvL \\ \ \ ? - --- -- ---- s". 1 ! /? BTAf A EASEMENT LINES.
G. _ ? ?/? '- r/uH•?J j // ° // /?/ ? 8. ALLSANRARYSEWERSERVICE
' ?E t4 . I ` rti / r ! I LATERALS ARE NOT SHOWN ON

R _

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"1

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63
lir
4 SEND
-
REY HILUAMa
- I'r / l• ^ -eG-21pR DEED: 1MR-945 ,
1229 TUR147RUOE RD /
`
M
\
1
1I
\ `OaveumRre
LF vaPeatr RAIL FENCE
etc9
\
If !
o f ` 0 2t • e a /- Ir I I PLANS.
ION
_ _< • ! 7. TBUSHES OUTSIDE
TEMPORARY CONSTRUCTION
" \ '' o rs%e/ tt I EASEMENT SHALL NOT BE
'„ - _ - •?? ??.?? ?'"wc _/ N 87.213-06 DISTURBED.
DAVIDM
w
DEED: 041054M 8. CONTRACTOR SHALL NOTIFY
?e - ?t?_ `? ?? y 11 7606FOLGERDR AND COORDINATE ALL WATER&
SEWER INTERRUPTIONS WITH
e se X10' ° 2rer CHARLOTTE MECKLENBURG
h e ??if i ' - r6 x/04Htl21! e/ '.. zr ' i'v \
rAa?r.en12 ey UTILITIES.
Amw?oes[is 1e ey_i `_ Sx J •/ D00 / i
reo+o IN THESE mres OF B. CONTRACTOR SHALL SUPPORT SHolk 1101 ANDtERb soR DEBRA TO DAVAGE 7 n?i 167-213-07 / `" e' - _'' -- q & PROTECT SEWER LINES &
DtED 77003494 i 31 RILf7fLAD91A' .' l y?_ LATERAL SERVICE LINES FROM
t214TURNWJWEgb ?toT -213-M. oe 5
?ERB? DAMAGE DURING SWALE
DE D: ILl / / a`__
z„r 1e• tlu ,% ?' BEl!(?CND TFIEL •, .? \. ?=?, / / ?,' ? EXCAVATION & GRADING.
MI
TURNBRRD
10. CONSTRUCTION FOR THIS
SHEET SHALL BE ACCESSED
THROUGH 1228 TURNBRIDGE
ROAD AND 1215BROCKTON
LANE.
g g
N

U
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tl
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1908BROCKTON
N DM
N
W
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1
53
GRANTHAM NALLUBA J I f °- ; I j- I
DEED:04150.222
1. 75WFOLGERDR p II^'? IJ/I
/ I I j I / 1
I? I I4.??t?ll 114? -?/
STATION EQUALITY: SEE PROFILE
LINE -G1- 5+10 = LINE -H2-1+00 CHANNEL LIN
DESCRIPTIC
0
r SCI' W
RCR 1-•fo• oa
1PEES Q
N
;'tersf3•te I
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CLASS I PoPRAF PlO r c
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4
LINK
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W O =
izd ?F
AN a. - YZ
oNOTE N 2 IX Z
W co 0
i
M 8
ALL PIPE SLOPES COMPUTED FROM LL 0 - Q
CENTER OF STRUCTURE TO CENTER OF LL co)
STRUCTURE BY STATION CALL. PIPE
d
LENGTHS THEN ROUNDED TO NEAREST 2
FOOT.
Lo

NOTES:
1. CONTRACTOR SHALL NOTIFY AND
COORDINATE ALL WATER 3 SEWER
INTERRUPTIONS WITH CHARLOTTE
MECKLENBURG UTILITIES.
2. TREES AND BUSHES OUTSIDE
TEMPORARY CONSTRUCTION EASEMENT

0 SHALL NOT BE DISTURBED.

r SD
71 3. CONTRACTOR SHALL SHORE TRENCH AS
E NECESSARY TO PREVENT DAMAGE TO
EMMIST STRUCTURE FOUNDATIONS.
2
Z
THLEPHON
PEDESTAL 4. CONTRACTOR SHALL SUPPORT 3
PROTECT SEWER LINES & LATERAL
0
SERVICE LINES FROM DAMAGE DURING m N $
HEADWALL SWALEEXCAVATION BGRADING. Y
5. ALL SANITARY SEWER SERVICE
LATERALS ARE NOT SHOWN ON PLANS.
V
S. EXISTING FENCES WITHIN THE Oz ?
TEMPORARY EASEMENT AREA SHOULD
BE REMOVED ONLY AS NEEDED FOR
POSED INLET CONSTRUCTION. FENCES ARE TO BE H
GRADING REPLACED BACK TO ORIGINAL LOCATION.
FENCES ALONG CHANNEL SHOULD BE
REPLACED ALONG THE TOP OF THE
RIPRAP CHANNEL.
7. CONSTRUCTION FOR THIS SHEET SHALL
BE ACCESSED THROUGH 1228
TURNBRIDGE ROAD AND 1215 BROCKTON
LANE.

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LEGEND
VEGETATIVE ZONE A
VEGETATIVE ZONE B
LBSTS OF DISTURBANCE
PLANTING PLANTING PLANING PLANTING
ZONES ZOMA _I ZONEA ZONEBIDNE
1I /.
IJTYPMFOROULDMVWf I
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PROPOSEDgNte.BED
PLANTING ZONE DETAIL

5eDAVD
SIDE MWUJAM DAVID M
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'DEED. 04105-M
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B F in Betula ni a River Bich
B Floodplain Platanasoccidentalis Sycamore
B F it Imes serrulata T Alder
A Riparian Buffer (Canopy) ercus hellos WGowOak
A Riparian Buller ercusrubra Northern Red Oak
A Butler
Riparian Dio os v' 'niana Pereimwn
_
A Riparian Buffer (Canopy) Fraxinus Green Ash
A Riparian ' Buffer (Sub-Canopy) inns carolintana Ironwood
A Riparian Buffer (Sub-Canopy) Hex verficillata Winterberry Holly
A Riparian Buffer (Sub-Canopy) Asimina triloba Pa w
A ian Buffer (Sub-Canopy) S lea fri olio Bladdemnt

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- SEE NOTE3 SEE NOTES
A? Awl
PROPOSED
GCNBABM
:alaoYEJOnIr $ I~
GIJDONEJpNfdi
CONSTNUCTIONJpIR GROOVE JOINT OR
I OONBIRUC1gNJOM

iRANlIK31VA "CURS
TnaEmANo UTTER
I?ATTRDIL ?PRPIkI
7d ITS Sd
?
MATCH E15BTIXNWDTH
I
F--?IWTCHE111511NOYADTII
A? IR?w. A?
PLAN VIEW

VARIEe VARIES
RETIIRNTOaIEORJV.ORAOE
SECTION A-A
CUSTOM RESIDENTIAL DRIVEWAY
1 WITH CATCH BASIN TRANSITION
D1
NTS 5424 GUILDBROOK RD (SEE SHEET 4)
SEE NOTE3
A?
•
' TRANSITION CUTSIAM '
GUTTERTOVNJEYCDAS

I .
0iDST0.10.13
' .. --GROOVE JOINT
• I PROPOSED CUSTOM
GROOVE JOINT OR DpRIEGTCN&SN
CONSTRUCTIDNJOINT

VVJU CURB ill i llll i 11 IIIIIIIIIIIIIII
_ IT
APPRm8 DETAIL c
?MATCH EXISTING WIOTN tl'2? 1?IXP,JOMf ItlO --?{.
A?
PLAN NEW
J!O
VARI68
REn3aJ?ooRaINAL U ?y
SECTION A-A
CUSTOM RESIDENTIAL DRIVEWAY
2 WITH CATCH BASIN TRANSITION
D1
NTS 5316 GUILDBROOK RD (SEE SHEET 5)
SEENOTE 3
A?
1
• •@?PROP08ED 3 . -Wtomio NT
IIBASIN !
' CAT,
TRANSITION CURB AND GUTTER
TOVALLEYCIAB
.. CMLDST0.10.1S I JOINT OR
CONSTRUCTION JOINT
IIIIIIIIIIII T vALLEYOIE51
ISO NATCIIEfOBINOWpIH
1 APPIg1L
I/CEW 1'd A?
JOINT
PLAN VIEW
20 V
VAMFUESS
RETURN 70 ORIGINAL GRADE
SECTION A-A
CUSTOM RESIDENTIAL DRIVEWAY
3 WITH CATCH BASIN TRANSITION
D1 1131 TURNBRIDGE RD (SEE SHEET 6)
NTS
SEENOTE3

Aa-I
• 1
VALLEY CURB TRANSITION
SEECMDBR/ 10.10 ?T
?. ELONGTEOTHROAT
GTCNBASIN
O I I

dS70JEJOINTOR
CgIBiR11ClIdIJDM

IAANSi1 ONVAREYCURS
ANDSUM
Ian --.I ?A e?.c rurOI11DD3Tlxonpnl?
IM'EXP. 17 EP. A?
JOINT JOINT
PLAN VIEW
20
VARE9 V
' r- RHiUN-^OPoOINIL GRADE
SECTION A- A
CUSTOM RESIDENTIAL DRIVEWAY
4 WITH CATCH BASIN TRANSITION
D1
NTS 1215 BROCKTON LN (SEE SHEET 7)

4j
Zi!
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N
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D.

NOTES;
1. ALL CONCRETE TO BE 36W PSI
RR
2 ALL CURB OR CURB AND GUTTER AND
SIDEWALKS ARE TO REMOVED TO THE
NEAREST JOINT BEYOND NEW
CONSTRUCTION OR CUT WITH A SAW AND
REMOVED. SAW CUT OR JOINT TO BE Z
PERPENDICULAR TO EDGE OF EXISTING

PAVEMENT. CMLD STD. NO. 10.17 FOR O
JOINT DETAIL. N
Y
3. PAY LIMITS FOR WORK DONE UNDER CITY jf
OF CHARLOTTE CONTRACTS ARE FROM
EXPANSION JOINT TO EXPANSION JOINT I 1
v
AND BACK OF CURB TO BACK OF j
DRIVEWAY.
4. ALL DRIVEWAYS MUST MEET THE
CURRENT CITY DRIVEWAY REGULATIONS
AND NCDOT REQUIREMENTS FOR
SPACING. SIGHT DISTANCE AND OFFSETS
FROM PROPERTY LINES AND
INTERSECTIONS.

191E F -A SMXOFCUM
N FACE OFgNM?
aFBUrra"EaF
PLAN VIEW
TIC
IW Imo-
I r
4r ? „a . 5
Lam- n,C N rtl:
SECTION A-A SECTION B-B SECTION C-C
NOTES
1. TPAMMONMNOTTOBELOCATEONTNNTIECOPBRAMXL
LNLTRAM MMENWMAMAFFPMUTE
CURB TRANSITION 2'-6" CURB AND GUTTER TO
1 2'-0" VALLEY GUTTER
D2 NTS CMLD STD. 10.19
Iv IM „a "!
N?T?T?4
apcOFalM
FACE OFgEIJ
OFOUIIWROP
PLAN VIEW
Fl ,W tom- - r
n@ N HC
SECTION AA SECTION B-B SECTION C-0
NOTES:
t. TPAMM0NlSMWT08ELOGATWMRFPNTMCBMRADW..
2 ALL TPAMRMNLENOOMAREAFPr4CM 1TF-
CURB TRANSITION 2'-6" CURB AND GUTTER TO
3 2'-0" VALLEY GUTTER
D2 NTS T-6" TRANSITION
TAT $N z
eMacaFare C B A
?g o
x ; L FACE OFCLM i F a 81,
a
LP OFOUIIEMEOP
C. BOfH
PLAN VIEW
F el!?
tIC "
41 . 4 a.. ? r
SECTION A-A SECTION S-B SECTION C-C
NOTES
1. TRAMRIONM"OFTOBELOCATWNTNENT"EOUMRAOEM.
2. MLTRAW" LLEWM AMAPPRWOMTE
CURB TRANSITION 2'-6" CURB AND GUTTER TO All
h
2 2'-0" VALLEY GUTTER
D2 NTs T-2" TRANSITION
TA Q eAaaFaEm
N
- ` I FAClOF CUMJ I?
LZ:A --c
OFOUfTEIOWP
PLAN VIEW
t,Q m g
B o(i
N
r
m m
SECTION AA SECTION B$ SECTION C -C
m
NOTES:
. TpAmmoNm"OTTOBELOCATWWRINTHEam RAmm.
L ALL TRANMM LENWW AMAPPRWMMIE
CURB TRANSITION 2'-6" CURB AND GUTTER TO Lu W Wi
4 2'-W VALLEY GUTTER = 0 0
D2 a
1'-2" TRANSITION CL I- J
NTS 0 in W f -
W IX W
L 0
u Of
N t?
?o ?o
191
, F/CFOFWA9J ? &
L-A
- WP OFGUTTE"ROP
PLAN VIEW
-foil` N NlQ
SECTION A A SECTION B-B SECTION C-C
NOTES:
1. TPANSMONISNOTTOEELOCATEOINMNTMCt=RAD M.
f. AUTEANOMCOILMWWAMAPPMMMV-
CURB TRANSITION 2'-6" CURB AND GUTTER TO
2'-0" VALLEY GUTTER
D3 5'-0"TRANSITION
NTS

12 m g
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to
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M
16 L9
to
Tr --I r ?-
FIGURE 1
INTITIAL ANCHOR
TRENCH
START NEW
ROLL IN CHECK
SLOT. OVERLAP
MNMIMr
FIGURE 2
INTERMITTENT CHECK SLOT/
BEGINING OF NEW ROLL
D1Rl6 7FMrn
.. _. _
M
INSTALLATION NOTES:
SITE PREPARATION
GRADE ANDOCIMPACTARFA
REMOVE ALL ROCKS CLODS. VEGETATION, AND OBSTRUcroNs so THAT MATTING WILL
HAVE DIRECT CONTACT WITH THE SOIL.
PREPARE SEEDBED BY LOOSENING 8TDA INCHES OF TOPWE.ABOVE FM4.GRADE
APPLY ANY TREATMENT SUCH AS LIME OR FERTWERS TO THE SM F NEEDED.
DO NOT MULCH PLEAS WHERE MAT IS TO BE INSTALLED.
S?FatSEEDING REODUB3ENTS.
APPLY SEW TO WE BEFORE PLACING MATTING.
WHEN USING PERMANENT LIMP APPLYADNXTHBUL SEEDAFTEt INSTALLATION AND
FILL MAT WITH SOL
RETALLAilO1101BANE
EXTEND MAT2TOEFEET OVER CREST OFSLOPE AIDEXCAVATE A IrxrTEMENAL
ANCHOR TRENCH. SEE FKIURE,L
ANCHOR WT IN TRENCH ONI FooTSPACRAE, SACIOLLANIDCOEACTSOL
OVERLAP ADJACENT MAT$ r AND NMADR EVERY Ir ACROSS THE OVERLAP. 7HE
HIGHER ELEVATION MAT SHOULD BE PLACED OVER THIS LOWER ELEVATION MAT
EDGES SHOULD 13E SHINGLED AWAY FROM THE FLOW OF WATER.
LAY MAT LOOSE TO ALLOW CONTACT WITH 804.
STAPLE AT V
NTEWWA
ANCHOR WTUSING USINPkOWIRE STAPLES hcGN11EXINE PINS.
,J . INBTALLATDNMSTOM WATERCNMATE!
0 EXCAVATE WtIAL ANCHOR TRENCH 12-M ACROSS THE CHANNEL AT THE LOWER END
OF THE PROJECT. SE FIGURE 1.
r
PLACE rxrCHECK SLOTS ATStlS11EINWALONG 1/ECHANNEL. BEE FNRAE2
CUT4'x4-TFENCMALODTOP OFBMM FOI WTTWUNATIOL EATENDMAT2T08
FEET ABOVE CREST F POSSIBLE BEE FORGES
- BEGININGATTIECENTEROFCHANNEL AT THE DOWNSTREAM END OF THEARFATOBE
+. LINED. PLACE THE END OF THE ROLL IN ANCHOR TRENCH AND SECURE WITH U4MAPED
WOE STAPLES ORGEO7FXTLEPNE. BEE FIGURE I,
FIGURE S PIACEAOLACELTROLLS IN THEANCHOR TRENCH WITH AMNALEOFTOVERIAP.
TOP OF BANK - SECURE ANW?NAPIES OROEOTExnE PN4 SACIOLL ANCHOR TRENCH. AND
TERMINATION FIGURE4 UNROLL MAT OVER CONPACTEDANCHORTRENCII STOPATNEXTCHECXSLOTOI
TERMINAL ANCHOR TERMNMANDmR
TRENCH
UNROLL ADJACENT ROLLS IN SAME MANNER. WITH AMINIMUM O rOFOVEPLAP.
STAPLE ATir INTERVALS ALONG OVERLAP.
FOLD ANDSECURE MATRO LSTIOIRYINTOCFEOROTS. LAY WT IN CHECK SLOT.
FOLD 610L AG1NET ITSELF, AHCHOI TEDU H BOTH LATE". BAOOLL AND
EXTEND __PAST COMPACTSOL. CONTINUE ROLLING MAP UPSTREAM SEE FIGURE I
Top OFBANK BEGIN NEW ROLLS IN CHECK SLOT. AND OVERLAP EMS NAMAM OF V.
TOP OF BANK SEE FIGURE 4 FOR TERMHATDN AT UPSTREAM END.
TERMHAIXN TRENCN
Pq,O BLE fDUE6 FdtTPENdINDCHCCNSLOTUVa1L

.. MlNIMUMOF

r OVERLAP

PERMANENT LINER MUST MEET OR EXCEED THE FOLLOWINU
REQUIREMENTS:
CHECKSLOT MAXIMUM PERIASSIS ESHORT-TEIW1l112 RLEVELOaTYOF 20 FTMEC FOR VEGETATED
MG, 2) AND 2D FTMEC FORUNVEETATED
. MAXIMUM PEMA83ELE LONG.TEHBA LSD ME.) VELOCITY OF 14 "mw FOR VEGETATED
AND 10 FTREC FOR UNVEETATED
.MAM MPEMASSEIEMIFMNRE" OF 1OLWn FOI%VEGEMEDANDOLWn FOR
INWEGETATE2
TOP OF EARN w
TERMNATION ImuALANCHOR
ma 3)
FIGURE 5
TRENCH AND CHECK
SLOT LAYOUT
1
D-4
PERMANANT LINER
MMENDED INSTALLATION
NTS
NOTES:
1 AMNFIIMCFWFDAIOUIMDEDIMEIEIOFPPETOSM OF
TRENCH MUST BE ALLOWED FORCOMPACTION OF PILL MATERIAL
BAp FLLMOFTTENC EBBwM1LSEA000WLMNED
BB,EpATELYAFIFATHEPFEIBLAD. THEIR LMdRaTLE
PIPE SHALL BE PLACED N LAYERS NO TO EXCEED r. UNDER NO
-
CgCUETMDEG SHALL WATER BE PEMETTED TO RISE IN
UMAOFllPD TRENDIES AFTER TIE PIPE We BEEN PLACED.
CdiAMMIEQUWdNEOBENYLSEATTAMOBYT1ElEECF
MECHANICAL TAMPS OLY. EACHANDEVERYLAYEROFRACIOBL
SHVLSEPLACFOLODBEAWTNOIDUDLLYCOFACT®MO O
PLACE
2 ALL LACDNLMATERIAL SHALL HAVEAN IN PLACE COMPACTED
DBDRYOFEBTLBTANBNDPIIOCf01LTIE FvLALr BELOW
FINISHED GRAM W LLSE IBMSTAIMFDPROCIOL t`
S. ALL TIBrAWDOPERATNXESHALL ROM011HASTMLWDB. _ Bf
L ALL BACKPILL MATERIAL BENEATH ROADWAY SHIALLSE SELECT
WTEPNLRDOOfCLA68 BB,TYPE2).ENDIYATEZ
PD BWILBEUBEDERIALrT L Q ?.
1?18oRExCLEdtWTGIMWIEPE
AVAILABLE. IN AREAS OUTSIDE THE RCADWAY,BAOFBLMWL R
CONSIST OF EXCAVATED MATERIAL. OUTSIDE DIAMETER ON MINIMUM BUOPESASED
aOM STANDARDS WryNIE OMIEIER
i
A.,
COMPA 'i
l(E)WA-VATEMATERLLLOLBEST VARm
MATERIAL Qi000T CRABS B, TYPED
a'
RCP FOUNDATION WTEPoALNCOOED ELLIPTICAL RCP .
STANDARD SPECFICATDND -
2 TRENCH DETAIL FOR STORM DRAIN PIPES yy..
p 4 NTS P?
mg
i R?
6
4?.
m 0
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LU
aa?
a-d
z z
00ui W
w0W O
w
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GENERAL STRUCTURAL NOTES:
1. FOUNDATION&
J. FOUNDATION DESIGN IS BASED OMAN ALLOWABLE SOL BEARING PRESSURES ASBTATEDNASUSSURFACEORDM1NINRFPORf
PREPARED BYFROEHINS AND ROBERTSON, INC. DATED MARCH 31.211011,
ff. STRUCTURAL CONCRETE'
1. CONCRETE SHALL HAVE AMINIMUM 2I-0AY OOAPRESBNE STRENGTH OFBDOPSL UNLESS NOTED OTHERWISE
I NOIJALWDGHTCONCRETE SHALL HAVE AMAIOMIIM U14TWBOMFOF115 POP LMESSNOTEDOBERWISE
S: REINFORCING STEEL SALLCONFORMroMTMN140RSD NOIDNGTIENDSIIEPI
1, MINIMUM CONCRETE COVER SIA LBEAS FOLLOW& UNLESS NOTED OTHERWISE:
N
D) FOIUEDSURFACES EXPOSED TOEARTH ORWFATHER.................. ,„._.------------- ...------ .»---- .-r
------------ - - - -----------------
C) ORAEDBUFACFANOfEP08E0ro FARTx UiwFATHER.._».......». IVI
S. FIN::8110 01rU EDAReEN TOPAas1.
NL MISCELLANEOUS
1. STRUCTURAL DRA,WTN(MIARE INTENDED To BE USEDWITH CML DRAWINGS. COMNACTORMEBPoEBLEFORoooRNNTNG
SUCH REOUIREAENTS INTO THEIREgPOMNSOSA DWORK'
L No OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL OF THE
STRUCTURAL-RDINEEROFAECORD.
L NO CHANGE IN BIg ORDNENSON OFSTRUCTURAL MEMBERS NM1LEMADE WITHOUT WIVTTENAPPPOVALOFTHE
8TRUCNM4ENUNEBi4FECORD.
4. OPENINGS 14• AND LESSON ABIDE ARE GENERALLY HOTSHOWN ON THE STHUCMULDRAWEM."R9WSTOMdNECM1ALND
CIVIL OR
AWINGS fOR SIlO10P W ND&
S. THE CONTRACTOR 13 RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOADS APPLIED TOTSESTRUCTURAL PRAMING.
CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THEFRAMING ATTIETIME TSELOAM A EAPPLED.
L DO NOT SCALE TEE DRAWSD&USEDIMENSIONS.
7. UEVATIONS OF TOP BASS SHALL EINTERPRETED AS PLUS OR MINUS WITH TEKUMTHAT TFECONTRVCTORWLLHAVESOME
FLEXIBILITY IN THE RELD.
GRADES. ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE ASEECTEDBYTERMIEtnEYMAYEADAWWTO
ACCOMMODATE UNFORESEEN CONDITIONS. WEENIOLSARETOECONSTRUCTED INNLDRAINAGE SRIUCTUELWISPIOLESSIDUIDE
ON SCEMDLWITH AMINIMUM OF 1 WEEP HOLE PERWAAL WEEPHOLE8NUTOMODYBEDONTEOUHIDEO'TESTF=TUEBYABAG
MADE OF FLTER FAMW FILLED WITH PR SFONL THM WLLE NO OMARATE PAYMDU POR THM WDRK
STATION, OFFSETS ANDELEVATKM REFER TOTECENTER OFDROP INUEM MAN OLESNOMETONBODIG,NOTEAEPOINFO'THE
ORATE FOR CAM BASINS UPON APPROVAL BYTEENGIEEK CONTRACTOR LAYNIETIMEBWO(STHICWIOM WITH PRECAST
STRUCTURES,
MODULAR BLOCK GENERAL NOTES:
t. INSTALIATIONOALL E PERLWNFACTURFABBPBCINCADNIL
L WRMr PERFORATED PVC DRAINAGE TILE IN 3W AGGREGATEAND FILTER FABRIC AT
TOFF REOUMED.
G UEMLTDOOED MODULAR BLOCK UNITS pCOERNDOT
4. DESIGN OFRETAINING WALLS SHAILEPERFORMED BYOTHERS.
S. TIE INSTALLER SHAM.SUBMIT CERTFICATION, PLICR70STARTOFWORK 71NTTIEY
NAVE SUCCESSFULLY INSTALLED A MINIMUM OF 5110,000 SOLIME FEET OF PETNWD
WNLL AND TAT THEY HAVE SUCCESSFULLY INLTNLD A LNAILA OF S PROJl'CT
BLLEAR IN HEIGHT, SOL FLLTWPE, EIECIIGNTOLEROXE,ETC. TOTEE NGFEPR
FOR REVIEW.
L THE SMALLER SHALL HAVE THE RETAINING WALL MONITOLTE
RETAINING WALLS DURING INSTALLATION AND CERTIFYINEWALIBUIRONCOMPLETION
OF THE RETAINING WALLS. ROPER TO THE SPECIAL PROVISIONS.
PROJECTNOTES:
1. DESIGN OF ALL RETAINING WALLS 18 TO BE PER NO BUILDING CODE SECTION IS=
L DETAILED RETAINING WALL DESIGN DRAWINGS. SEALED BYNNO UENOWENGIEE.
WILL ESUBMITTED TOTH LOCALAUTIOMYPFWRTOCDNff" CFON
L ANCLOENBED ENGINEER:=PERFORM CONSTRUCTION CBBENVA11O,VDUIGNA
SEALED LETTER TOTE LOCAL AUTHORITY THLTRETABENGWNLBARE00ELWCTEPER
THE ENGINEERING DRAWINGS, IN COMPLIANCE WITH SECTION 16%3 OFTHE NO BUILDING
OWE
r MIN. LOWPERMEABLE SOL BLOCKCAPUIT
I i I mil V Ali L?
BLDOIBTA DNOINT
RDNWRCESOIL 7A' OU HEDEFlLL
Rd?acoRNONq
GEOTEXTIA L--
FNRIC
1 AIO HWIL HIW
APPROXIMATE V
UNITS or WALLTGEPBOECIIGN
EXCAVATION OPoDIVIFI NWI.
BLEO
RETANEOSOL GRACE
IRMOWNNE iJp)Yf I??', I1ill-,iHitin-+wiyl
pCRUSIED I-GEOTEXTIIEFAB=
G?TFX111EF? PoUNDATONBOL
z TYPICAL REINFORCED WATER WALL SECTION
S1 NOT TO SCALE
BAR SME Ld ONCHES) HOOK LEO
Y 11 7
Y
4 17 0
R N 11
e BL u
7 YF Is
e D M
o D n
O 16 YB.
W W Ye

SPNANTt•WIDEt?OEFP
1Ar
CLVBIT
t•
1 EXISTING
NEW I1N•BACERROD
JOINT FLEA WNOWML COMPATHLEWIIH
I SEALANT
ISOLATION JOINT BETWEEN WING WALL AM CULVERT DETAIL X
DEVELOPMENTAL LENGTH FOR STANDARD REINFORCING SARK NOT TO SCALE
V CREHEOROOLOl
UNREINFORCED, CONCRETE
Ix Fy
ELEVATION \-Ir STEP
Lr? j
SECTION -
LEVELING PAD DETAIL
BASE LEVELING PAD NOTES:
MD
t. THE LEVELING PAD IS TO BE CONSTRUCTED
PER MANUFACTURERS DESIGN.
OEP
E THE SAW FOUNDATION 19 TO BE APPROVED
BY
TO PLACEME THE LEVELING THE SITE GEGEODAIECHNIGALNGI EEtPWdt
BLCPECUr V-UNIT FACT
r CN aMROC
UNL EW ?EOONdEIB
STANDARD UNIT/BASE PAD ISOMETRIC VIEW
NOT TO SCALE
NOTE: *DIMENSIONS AWEIGHT LAVVABYBYREGION
I. CNECAWIINMALIIFAGTURERBPEFICAiDE
ON CORRECT DIRECTION OF ORIENTATION FOR
OEOGRIDTO OBTAIN PROPERSTENOTH. TOFSDR iILLWR10UAMID
BETWEEN
FOR PROPER ANCHORAON
I.BxU/
SPLICES
t{?
-
IEALANFYNIDEtIfOEEP
-Tt-
CULVERT 1.BxLL
BLAB BLAB
IiMBACKER FR"W PANE - JOINTFLER
WITH SEALANT
HOLATKIN JOINT BETWEEN APRON ANDCULVERT SLAB
TN TA TN
NOT TO SCALE T
OPTIONAL WALL OR SLAB CONSTRUCTK)N.KXHT
CCqq PCAPUNITS OR 'CAP UNIT
(tI-ff'w NIT rSTAMWO
UNIT
TOP OF WALL STEPS
NOT TO SMUT-
A
STANDARD SMATIOI
?0
Y14 D
0'
1r?
STANDARD PLAN
STANDARD UNIT
NCTTO SCALE
1. NDERTIROONEOOPoDLAYIBffi
Y. BACIPSLORCOCEMFQOE
NOTE INSTALLATION OF STAC EDCONCETE
RETAINING WALL roFOLLOWILL
MANUFACTURERS RECOMMENCATONS.
MINIMIMWABLR/OUS pp F-BEirM PULLGRIC
IOUUMMIDECUM- IAA'gT T0lMwAaWWNU STAKE AS
GEOGRID INSTALLATION ON CURVES
s MODULAR BLOCK ETAINING WALL DETAILS
51 orT
TPVCWPEOf
cDNTDE
1 CUBIC FOOT
Of atom
WEEP HOLE SeCTM
DETAIL Y
NOTTO SCALE
1 STANDARD DETAILS
S1 NOT TO SCALE

a "7
Z
D O
ull
rL
?F?E dll
1Agtr
O.CJLw.
RIM OF YARD MET
MEASURED HERE
r }JY 8011YE r
OONCREM YrxrOPEN
BLNTOP THROATEACH _
SIDE, TYPICM. -
rBROKBLOW - now
OR PRECAST
ATE
CONCRETE
r H41EBLAB
T
NOTES
1: ALLCON;RETE70E30110PSE MGRTARJOMB•T?LUr
TNIOL
L. THE POUIBNOOFSAESLAB TOEAOOOMPUSEDBYHORILNG.
B.. ALL CATCH BASINS OVERSJF IN DEPTH SHALLEPIDYIDECOMM
STEPS ATYSIN FENTERVE LIICJLLY.
t. CONCRETE BLOCK ORABEDBRNILWILEPERMITTED
.
& IORBaIN DEPTNORLEE USEr WALL OVERSJPINDEPTMUSE
1r WALLroS FT. FROMTOPof WALLN0rWALLFORTHE
REMALEIOSFLOFWALL
S. ALLWPEINDROPIMOTRCrJMSMLLEBTRME MMTK
nEINNGEwALL O0.0UIFDNOTLi1M®WIOOIK
i ? YARD INLET _
31 NOT TO SCALE
91.
m8
_
IZZ
m
H
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W LU
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cl)
z 9'' f' Q
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UJ
0
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wNa .

F r
cb P
4

GRID & PIN CONNECTION
Nar TO SCALE
tra•
DEPRESSED TOP OF CURB USE NOWT .
- GUWERLINE 1' - SID.BW.00
b to
TOP I SLAB

M08Bow..

r CMUBOND BEAM FLED 000 1-4r EA
WAYBaR ir r CMUBOND BEAM FILLED

W13ODDPSIPFAGPAVEL .
-
Wry 3000 PSI PEA GRAVEL
GROLRBM/Beem.. GROUT SMIBOBOTT.
- r CMUBOND BEAM FLED rCMU BOND BEAN FILLED
W13MOPSIPEAGMVEL W/3000PO PEAGRAVEL
GNOIRBM000007T GROUr&(2)060BOTT
i
-' 10VERT.00d' O.C. 0 VERT. A O•rD.C.
'
'
•PWVIDEZr W 00
. PROWDEr-0
HOOK0 TOP - HWNOTOP

DOWEL 0 PL VERT- MATCH
SUE AND SEE SCHEDULE
FOR LAP0TOPAVM Or
HOOKS SOTT. MrJ
TOP I FM
. SIE10 y
T ? p.,

IeOYaaG ta•
EA WAY, TOP
ABOTTOM

SECTION B-B
tra

_ TmI SLAB
Baas b

r
emu sow BE
BEAM FELFD FLLED - bOT?'FA
WAYBOTT. V CMU BOND BEAM FILLED
W/30WPMPEAGRAVEL
A
/3
W
ORpRBM160BOTf.
GROUT&M10000TT.
A VERT.0010 OG (OVERT. 6V•r0.G
-PROVIDE ra'9r
. PROVIDE 7a W HOONO TOP
HOOK0 TOP
V CMU BOND BEAM FLED V CMU BOND BEAM FILLED
W13OWPSIPEAGRAVEL W13000PMPEAGRAVEL
GROUTBMIIOemr. GROUTAMBBOBOTT.

rCMU(IYP.)
DOWEL0 EA VERT- MATCH
STAND SEE SCHEDULE
FOR LAP0 TOP BSID.9
HOOK0 BOTE T7..)

IRV N&70 4

Asa 1'd O.C.
pa.
14• EA WAY, TOP
BBOTTOM
Ira'

SECTION C-C
DBL CATCI

m?
C r----------------------
I C
I I
I I ? Za
I
?m*) --- I --------- O
I
I i I ? N
----- - - - -
j I ----- OF
I
A i i f A De?4?
? ? N L?' ' I \l X111
I I I
I I T\
I I I I \?\
I I t I \\
I I I I \\ ?Y?
I I I \\
I I ?\
I I I
I ?\ I
I f\ \ I
----------------------
\
mss '?i
re•
tra•
P
USE NCDOT
9.TD.8IDDD ra;
nOr.roD.
TOP/BLAB _
ero.M
r CMUBOND BEAM FLED -
W13000POFEAGBAVEL
BROUTBMIBOWif.
V CMU BOND BEN, FILLED Mb Oeo3r• OPMINOBlfDTBI
WINCOPSIPEAGRAVG. rtmu(IYP.)
GROUT 3(2)430SM..
m
#5VERT.0 rdD.C. 05VERT 00daG
•PROVDE Y-0'Sir ' -PROVIDE ra'0r -0 OJ
HOOKS TOP - RDOROTOP
VCMUBOND BEAM FILLED 50 N
W/3000PSIPELGRAVEL _x
6
GROUT BMIBOI30Tr. WIr CMU BOND BEAM FILLED
ISNOPO PFAGRAVEL
GROUTAM/EOBDT .
' • -----------
14
DaAFLO FA N91T•MUCII
BM AM SM SCHEDULE
FORLAP07OPBBIaO•
HOOK a so". (rm)
wLM 4 ------ co 0 0 Q
'Ilk lip
a d
aZa. co
?EEavwD.C.
L
14' - EA WAY, TOP Z Z r Q
aBOTTom 0 Q W
2 2 U
tra• NJN III
W?; LL?
5316 GUILDBROOK SECTION A-A w co W
:E SHEET 5 me
N ??
MANHOLE RING AND COVER
NCDOT BTD.I84QU

r•r r rr

Bona
FAWAYBDIT.
A ?!
b Aa
- r CNU BONA BEAM FUED WI yy

3000 PSI PEA GRAVELGROIRa S
(08100OT aw.)
05VERT.02d0.C. 05 VENT. ZCO.C. -
• PROVIDE Td IO' - PROVIDE "W
HOOROTOP HOORo TOP
DRAINAGE STRUCTURE
STEPS NCCOTGTD, remumv.)
- DOWB.O EA VERT-N1TCH DETAILS"
On AND SEE SCHEDULE
_ FORw0TOPA STD. Or
HOOKS 90TT (M.)
- -- -
e1TEp 4

p? SSO YdCLQ
EA WAY. TOP
BBOTTON

SECTION B-B
9
trr
r -?
PLAN VIEW
MANHOLE
1,d
r$
r-0.
IEO& 110 P-0' EA
T-0
WAYB'-0" WAY SOT..
TOPIS B I ova
S02A ? - 100.00 5 ? ?
VC NU BONDBEMAHlED YS ?J? e m g
3000PSIPEAGHAV&GROUTa ? O
(2)180107T•(7WJ - N
16VFRT.0rd0.0 bVIRT.OTd O.C. rCNU BOND SEM FILLED W1
13 VERT.0Td O.C 3000 PSI PEA GRAVEL GROUT A
o M#50e0Ti.(TYP.) - -
•PROVIDE Td Ir PROVIDE Td W
HOONo TOP HOOKS TOP
DRAINAGE STRUCTURE STEPS NCI=
BTD. DETAILS" I5 V6U. OTdO.C.
Gown,@FAVERf•NMdI rCNU(TYP.) DownOUrert•MATCH •PROVIDE rd00
M AND BEE SCHEDULE HOORO TOP
SAND SEESCEpAE FOR LAP OTOP18T0EO' r
PDRw O TT Pa$ID.ID HOORO DOTT.(TYP) p
HOORO BOTT.(IYP.) 9
rCw(mt 1
TOP I FM 14
00700 § ? s eA.3E 4 ` s.
ISo 1'd O.C. t'4 950 TrOC t4 t'? uwAY•10P
EA WAY, 70P
a BOTTOM aBOTTOM
trr 1rx
U
r-
SECTION C-C SECTION A-A N 0 00
? co
0- ? F D J
N?W ?W
JUNCTION BOX @ 1228 TURNBRIDGE w oc j 0
ROAD - SEE SHEET 5 w N
33 SCALE:R P a
f
? M r..
r?
ENDWALL
gq SCAM ASSHOM
Z'
m 4
Y
MNLONG. U
B ?
eBa a S?Y?
EEOrdanVEO.
• DRILL&EPCXYBTO
PROP. CONgtEIE
CULVERT.
LEOrdO.Q MOTdO.C.
TOPaBOHOM TOPaBOTTOM
EETBONE .+`?
SECTION A-A
SCALE. 117 . p.p
a
'IV ELEV. VAHFB ewaL
w @ rd B.C.
LOND. EA FACE
m
- ?. ? r-r D.C. EA
' DrnNa 0EA. VERT-MATCH
?
5 SI AND SEE SCHEDULE
FOR LAP HOCK BOTT.
TOP APRON-REF.
SECTION AA FORREIHF.
TOP/FM
EaeEO
Luw J
rd la
zaza D-i
NinW U I Q -
SECTION B-B W ?mm
w w W in
SCALE: 314" = P-0" p
M+?Pmd?L a w uFi a

T-0'
PROP. lrRCP
I
I

r- t
---
I- I
--
---------
--
PRECASTCONCREIE
I I I I CULVERT- SEE OWL UWGS.
I II II ?

I I
I - ---- --------
--
I
I I.
I I
I I

-? e
ENDWALL
SCAM ASSHOAN

SECTION A-A
SCAM trr•ra
M
BRICK
Hp P$O.C.
LONG. FA FACE
mg
N
.: AVERTpZ4rO.C.EA
FACE
6
DOWEL EXVERT-MATCH
SDEANOSEESCHEDULE
FOR LAP p TOP asm..ow
HOOK0 BOTT.
APRON-REF.
SECTION FOR REINF.
• • F
a ; ' V
. W W' J
• QQ?
cl)
3: Z 0-
Q?
a. D
R f'Q
2'4r 10" Z N ? o W W
LL0?
O ?A?
FD ?
SECTION B-B ' O
SCALE: 314" = T-0"
MANHOLE RING AND COVER -
NCDOTWO../NON

ra r 7d

f10T4rEA
- WAYEOTT. '
IS

?.
.
7- q
6
e7t.ta
rCmu8ONOEEAniPUm xt
SIN I" PEA OMYE (f iO11T a
m041 aeort.(M..)
DIVERT Of4OC.•PROVIDE f1VERT.Ofa DID.
rrW NOdtO TOP DRAINAGE STRUCTURE -PROVIDE r•C Sr
STEPSNCOOTSM HOOK* TOP
DOWEL0 EIVERT•MATCH DETAEf1O11
SME AND SEE HIDEOUS rD1M(m)
FOR LAP0 TOPaSM.
HOOK BOTT.(TYP.)
TOP I Fm
mo.aE 4 1

r?. 1501'ao.D. ri•
EA WAY. TOP
. a BOTTOM
13'•10•

SECTION B-B

#Il V ),FA
WAYIDTT
r, wso
raRHBOND eewRlun wi
3000 PIN PEAOPAVBOPWTA
mf5090n.(TYP.)
aVERT. OP-0` O.C.-PROVIDE 05VERT.Otr4r000
r-0. 1O' NOOKO TOP .PROVIDE r4rW
HOOK 0 TOP
DOWELO E. VERT-MATCH
SMEAND SEE SCHEDIAE rcMU(rw
)
FORLAP0 TOP ASM. OW - .
- HOOK OBOTT(WP)

=. §
JIL

R
PLAN VIEW
tra ' ? t 8
? Ro
MANHOLE
f
rr
N FZ
Y 1101'-0' EA
. WAY SM.
TOP I SLAIII OIL
b °"m 9 "
fevPR
PROVIDE VIDE 27O.C. m ° S'CMU BOW SEAMFMED W/
mo
O ryIP DRAIIAOefil11C1I1H1! seem.0 VELOROIRI
HOOK 0
/llPBNCWT8ID. mf/Ofo,T,mp.)
DOWELOFA VERT-MATCH ?OETAKBaas
SIZE AND FEE SCHEDULE dd
FOR AOOPISD.IM 15 YPM.Ofdo.O
.PROVIDE r-0' Or U
NoOKOSon. OYPJ - NCOKOTOP - r.
§ Q W7 J
020.00
=?Z(L
4701L'OC. 1'{ 1?• EIOrD'OD. 14' d L? J
EA`AYE SWAY. TOP Z Z rr' Q
13'.tr 13'-fO' N Q w y I'
lwww W o
F- 0 W
SECTION C-C JUNCTION BOX @ 1216 BROCKTON SECTION A-A me LL
?&a Kdmn Pk w co)
LANE - SEE SHEET 7
sa ecME:Yt•r -
^ O
c6h
MANHOLE RINGAND COVEN
NCDOTBm.#BWM
,ar
r-0' r rr
88
f
#5 I-Ar EA
16VENT. Oxeoa wereDTr.
.PROVIDE x-'90'
RIDDED TOP 0
YO 6211.7
PLEDNE BEALTOBEIDFD
TO BEALOPELBNG FOR STEEL
SLEEVE MP. BOTHSIDFB) V CMUBOND BEAM FILLED WI
i s 9000 PEI PEA GRAVEL GROUT A
D)1e4BOTf (MVP.]
rDPSEWERLATELUL DRAINAGE STRUCTURE 05 VERT.Or-'aC
STEPSNCDOTBM •PROVDE rWW
-- - _.. - - - - HOOKOTOP
-? - ?? - APPROKELEV-SEE

DOWEL EA. VERT- MATCH ?? . NOTE
ORE AND SEE SCHEDULE
FORLAPOTOP08Ta9r
HOOKA BOTT.
Siam 4

. p,A. MOT-'O.C. - r0 STEEL SLEEVE
. EA WAY. TOP CASINO PIPE WRHMIN,
a BOTTOM WALL THKA94 8OF02W

SECTION B-B
tam
CONTRACTOR TO TIE PROP r DIP 80 LATERAL AT ERQEANOUf INV
ELEVATION AND LAY LATERALAT 1% SLOPE. ELEVATIONS OFC LATERAL
_ PASSING THROUGH JUNCTION BORWOLSEDFPENDANTONDOBWf3
- - - ELEVATIONS FOUND IN THE FIELD DURING CONSTRUCTION.

-'s I'-OP EA

TOPISLAA
679M WAYBOTT.

SD
rN STEEL SLEEVE
CASING PIPEWRHNIN.
WALL THICKESSOF02W r CMU BOND BEAM FILED WI
]NDPBIPEAORAYaOIDIRL
(ap6090TT•(WP•)
95 VERT.0 x-'aC.
PROVIDE r4l'W
HOOKO TOP 16VERLOrd0.C.
.' -PROVIDE r-' 9r
IDOKO TOP
DOWEL® EA. VERT- MATCH
SMAND SEE SCHEDULE
-

r om (MOP
)
FOR LAP O TOPSSTD. 9V .
HOOK 0BOTT. (TYP)
TOP I Fm
Y =70 ¢

r-. 1e0raaa r-.
EA WAY. TOP
& BOTTOM

SECTION C-C
r..
PLAN VIEW
r
a-'
MANHOLE
N
TOPI
N6.00 `. s
V a SLEEVE CASIN3RPEWITHMN IFTS
HOOK A CMLIBOT?BEAMFN?WI WALL THICKESS OF02V. 8000POPEAORAVELORgRa g VERT.OrdO.O
PROVIDE T•r 9r
HOOKOTOP 16VEL11.0rraa PROVIDE r-'9r
HOOKOTOP
DOWEL0 EA VERT-MATCH
SIZE AND SEE SCHEDULE
FORIMlOPe81DBr PoICIIBE
Oeor.,..) m. raRFRYP.)
TOPIFTO 6 V
aaro
4 -.4
1'{• dLWgd',TaOOP = Z d co
BBOTTOM (L ? F ? LJ
0 W U co
A-A W o w 0
JUNCTION BOX @ 1216 BROCKTON
LANE -SEE SHEET 7 1")doBdBiEb nko n pk w co
a
$T OOAIE:R',,
c
co
MANHOLE RING AN DOVER a MANNdE
NCDOr8TD. 411"

8Ra' M 2-.

asoT-WEA
WAY BOP.
aeYlRT.OTS0.0
o - DIEVNAlR81RUC1UPB
ar
r
• PRO..4 NODOT&M
8TEPS
HOMO TOP _ DETAa.eam
DOWMOFAYBR.
MATCHaIZANDIMS
a IEWMPD LAPpra
aeTD.erHDacpwTr.
TOP I "a
moo

r? 956"a.C
EAWAY,TOP
asarroaa

SECTION B-B

aep T-0'FA
WAY BOR.
OLOO

aeY90.p230.0
-PROVIDE Z4rW
NDacp TDP
DOWELOB VERT-MAroH
SIZE AM WE SCHEMILE
FORLAPOTOPBSRALr
HOOK 907T UW-)

aam 4

aaora
O.C.
EA WAY, TOP -
aEOTTOM
MIR

SECTION C-C
L
aaae0
V CMU BOND BEAM FILLED W
SNOPSIPEAORAVEI.OROUT
am#50sOTT.Pm.)
al.VERP. 02.rO.Q _
• PROVIDE 2.rW
HOOILO TOP ?-
rau(am.)
PROP. 40
r CMU BOND BEAM FILLED W/ DRAINAGEBRIUCIURE BIEPBHCDOT
aaN PM PEAdUWS ORWPa -BTD.DETAaemea
(2)PEpBOTL RTPJ
65V4BT.02d0.C.
a5YEU..02dOC.. .PROVIDE ZWgr A
?
. PROVIDE Erar HOOK 0TOP
//1\
SECTION A-A
JUNCTION BOX
sa SCALE; •T
rDO
i
z
0
rauaaaeEAMFeaam Y2
3000 PSI PEAGRAVEL OROIRA " m g
{paepeoar.prP.) e ? y ? ' ?
al O
aaVE T.02d0.C.
. PROVIDE 2d' OD' -
HDDRpTOP a
rCMU(FY .)
m ?
Tom; ? V
fWA(1?p J
a?F
°oW
Ww> ?w LL 0 Ile
« W N a N
,x
,gCURB N0GUTTER roBiPADFORWRINTHESE U"B
tx -
ra _ tx x - -
z- i,mlN? „xNN ?r effTA+ 0 I rr 0
MmDllaE A NEYYO ., :: 4 xa pyTNHIE r - - - - -
xaTfNE I _I - -
r e4 rr I I _ - x
---- r
---24.1 MIN. 241 WL
r
4a g
,t7MNALMCO'.9l 11rrLtNWVE, • r eP fa 84 - J 3
VARIABLE ALL r4
PIPE
IF
GUTTER:
won,
pNME . r / -11
ttaLENL1UNW191 ua
I--MLOEEL:TDIE
FRONT VIE TOP VIEW
r
trr
(3)
-L No.4Naw
?? WONCENEI
TACK a r
;7o 1w, WIM ° T C TOP SLAB STEEL REINFORCING
NaeaAE
roC M. BEE OETAL et? 41r.
y1 ,d 6,2
-NO 11-0,M 46ASS
./? TYR
Typ.
S. S-Im
r T 4 -? r r
raa
ALLOW
r4ro CONCRETE
rO.CM. -
?•? NaNarE RACIER
• --
vMl zosm. ^.
r , 'a /LLaMeIE
• 7'?? CONNR DNT
r - _ OWN
TDRMNAOH 708E
rrE r 3140 SEAMADBACOUID r,,AL. fa -
IfME PRMTOPIA0N0BUFACM
DETAIL'A"
ALLORECTIOE -
END VIEW Tw.
TACKWROPFWffLOHGMKXMALffARW1TH
- iR'NN.TAC"fo IPONIMroNLirMlN6rEaMy
FRONT
DETAIL OF TOP MAT
arEiF.AOxr
TOPYL/f ?rCONa90BMUI 1
NOTES: I Ir.
,. wNWETIRDTIONOFTECTCIBABEWNaNNBtNedORMASORYCItWaEAWNMMMYEEUBM FORWNIYEIETEWNUNE
[e-mail] MBeCNOaBE ARE
roEeN.Tllp(MYNwNMAPENfOPCNAe7E8/RAOrolA-PER-. FOR ?E
roRewwAeoxRBTIELTYPEaFOSEWAO)ol
1 THE BOTfOM BVEOF TEWXSHALL EANNNIM Ore N THICKdNBAOMCFUF WMARiro"CMUBImLmrACFBLimmtm aR F
EE MAYELOW NLEUOFSTEEL BARS PW CWABFraMOF02DKPERFLNET. d law
S. FORCONSTRICTION OFCATCH EMNIDCLASS MORBETTER CONGEIBSHALL BBIEEOWIMREINFORCING NELAS*M I
a MORTAR SHALL ETIR"NTL
S. FOEENFOTHESE ITEMS MAYBE PRECAST NERTONDMLATON MLEIOF013143C4a1NPLACE TEUBEOFMCADWIEwEL"OTRELva
TECONTraEOOROFTEEBPtltlBLTYOFO"PNDMTIMC,ORYND"LDIONaBEfEENbORNYNOSFORPEAWSTRU NOPON
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PONTdrLFAafNDBPNNrATM0W fl y,
e. RNDORCNOSTEEL SMALL EEFOPEDAN7BH"iWNFORMTOANTONN, OFAEO. WIEL6NIEYLLOONOHILTOAWHIONEMOMM". DETAIL"B" - r[Q
7. FBTRDMEOEMERCEEfer.ET".NEPBMETOEPLI?ONWML EEDE/ORAWIIONCDDT6D.04M i0 ° S
0. MINI RIBNECE6WYroP1/CEACATCXE&H NAPAOAE.IIEFACFOFTEGTWBARTOPEYLLOCHIom olm CtOONTN.OANATEEOF
-
TEAO,yLNERgNBW/@ITIERADIUBENOIETORLBa 0TBW11E.TEtOPEWLE"BCFMIOUIMMMBG4EC= NMLGBE. N0.1FARE
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f. fEENWOrDO.ea.NLNAVmo ro"fEN1oFErEnewTDNaWIaI
1a LFTHOIELNYEPLAC®AeHREBSARY. ALL LIFT HOLES NTTELO eNLLMGI%O®BHITNeC,rooOMNEWNOFTENEELDON
11. IMCONTMCtPMMFORTIECAYMBAEIBB"MLNCL,DETEfDfroFRM4M ALLENTE ANCYDOMMffAroTEWIEEDTCE - r
OFTEBTRCTrECOWLMIMPLAMA"9EWTLNCUDMTEWEM000CNLNAWCaMDEYIII"TEDMOYOBPBCFM W
out U)00 J
QQ 10
aZw H 5Q
FRONT 0 a w U H
DETAIL OF BOTTOM MAT w m w ? 0
ELONGATED THROAT CATCH U. 0 p
BASIN @ BROCKTON LANE ' N 0.
s9 scALeYr•r me kqd" doill WORE *
fie'
cn

S MANHOLE
1°'

,l

e0ra FA
°
- - WAY 907r. rCMUBOND BEAM FILED MT
. 30M PSI PEA GRAVEL GROUT A

EVERT 01VrOD.

i: DRAINAGE BTRUOTUE

-

ROVID. 014.O.a
P
05
.PROVIDE x?O'D' -
•PR
0 DE xwr9r -
.. ,IDOMOTOP STEP$NCOCrem.
DErAILGaN xoat° TOP
. r CMUBOND NAMFEIM WI r CM0001D BEAM FILLED Mt
- 3DD PE PEAGRAVEL OROW M 3DDPM PEA GRAVE.GROUT A
DgMMO80Tr. (2)050wff..

rcMu(m.)
DO'WELOEAVEr•MATCII
am AND SEE SCHEDULE
FMLAPOTOPMB,D.OV
HOOK 0 WIT. OW.)
TOP/irm
PRpP,ArRCP
I
I
I I
I
I I
I I
I I
I I
I I ?W
I I
I
I
I I
C LL--------11
I ?
I
I {?
I (`

R I
I
I GROUT AROUND
I MANHOLE FRAME
I L
I
I I
I I
I I

\ 1
\ W\
r•?r \ \
1 l
ird
I
i
¢I
EO rdaa t.{
EA WAY, TOP
MBOT OM -
A
SECTION B-8 \\ \\
PLAN VIEW '?
MANHOLEIMNOANDCOJFR
r•1P
rr r rr rtr
#8 T4r FA
WAY 8M.
-08 1-4r FA
WAYBOT. ,
--?- ?
Toplam OIL
b aaMe2 r
V CMUBONOWAMFILLED Wl CCEDBOND BEAMF0IED NY
3DOO PEI PEAGRAVEL GROUT - - 3000 PIN P&oRAVE.OROIRM m
(2)080BOTr.mv.) R)tiBaBD1LfFYPa •'
a VERL0 r-C 0.a - - N
. PROVIDE "gr 05 VERT.0 r-0oa 0VERT.0 ra•oc Oe VERL O rr am
SV
NOOROTOP - -PROVIDE X4rW - .PROVIDE r-0•W FlpVDE"Er Y? N
_ NOOAO TOP H"a TOP NO080TOP
. DRAINAGE STRUCTURE
BIP.PBMCDOTBD. - 9
WA FILLED IM DETA461000 - c7
rCMUBOND rCMOBOND RAVELGIDWI paE DONDBEAM FILL OW/ r?? WAM ?W
' 3oDOPB pEAORAVBGROUTA UDUT6 9WOPBIPFAORAV80ROUfl 70M 0D F P&ORAVILGMVELOROUfM
E0DOPEIPGOMVE,OROIrt6 d ?p`?yy
W110801E 1 i S
(2)050BOR. (D)MEOlarr. M0OO Barm
raA,(rYS.) rciD(m.) ?
DOWEL FA VERr•MMdI DOWELOEAVERr.M.TC11
6REANDBC Bp®IRE FOR LAND TOP A TD.W
FORIAPO TOPMBTUW HDOOOTT
'(hP') -
NOODOEDTT•(TYP.) ONO BOTT (TW)
"P 4 wr § w w W J
I.r 50 f4r? ILA' "• rir TOP tI' = Z Of aBOTTON 6FgfT011 a '^ VPJ!
tr$ 1r-0' Z Z r Q
Oow UH
SECTION C-C SECTION A-A w w- w W 0
JUNCTION BOX @ BROCKTON AND
t PROVIDENCE SEESHEET8
S10 acA,E:1?•r
a? W N cf)
a.
O ?
d ? vh
2
EAet. DI'ROP EM. 2C RCP
- ZD
01
II ? II ?
rr ; r ; rW
N?rE? DOW. i, a p I.------- .?;; ---------- I p ? dIE?
E' CMM DOIDE&VgLGEO Nt I
aDDD PeI PaDRAYarour e
(n15OWTTtfYP.1 A
05VERT.0 rdQa ? )4 l? .A•I
PROVIDE r4ar Or
HOOKOTOP 15VE7R. 0"O.a 6 b ;. M1 I n
- PROVIDE i.
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JEFFERSON STORM DRAINAGE IMPROVEMENTS PHASE 1? g
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PROJECT NUMBER: 671-01-005 0 DRUM
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ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO THEREOUIREM0 OF THE 1. PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY CONCURRENTPHSNG.
7
ROAD WORK AREA TRAFFIC CONTROL HANDBOOK (WATCHI.THECURRENT EDITION OFTHEMANUN.ONUMFORM ARE TO BE USED ATSPECIFIC LOCATIONS ASREQUIRED BYTHEDETAILS OFTHETRAFFIC
CLOSED TRAFFIC CONTROL DEMO, THE CURRENT EDRKJNOFTHENORTH CAROLINA DEPARTMIR CONTROL PLANS. THE CONTRACTOR MAY ELECT To USE THE FOLLOWING PHASES CONCURRENTLY To
13 ROAD TRANSPORTATION (NCDOT)SUPPLEMENT TOTHEMANUAL ONUNFORMTRAFFIC CONTROL DEVICES FOR EXPEDITECONSTRUC110Pt
STREETS AND HIGHWAYS. THE NCDOT ROADWAY STANDARD DRAWINGS AND THE CURRENT EDITION OF 2. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 6 FT. TOATRENCH AT
O . CLOSED THE NCDOTSTANDARD SPECFICATKNS FOR ROADS AND STRUCTURES. EXISTING GPACC MEASURED FROM THE SIDE FACING TRAFFIC. PHASE 16 N _
ADAPT THE TRAFFIC CONTROL MANS, WHEN DIRECTED BYTHEENGNEER,TOMEET FIELD CONDITIONS TO 3. MAXIMUM SPACING BETWEEN CHANNELMM DEVICES SHALL BE20FT.NTANGENT AREAS, 2D OR
C18 AHEAD C18 PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL FT. IN TAPERS, AND IOFT. N RADII UNLESS OTHERWISE INDICATED ON THE PLANS.;
(R112) (W20G) DIMENSIONS IN THE DETAIL DRAWINGS. STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, PHASEIt&IN
TYPE INBARRMADE 485X48'. OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF DEVICES MODIFICATION MAY INCLUDE: 4. WHEN USING TYPE I"BARRICADES WITFISNTNCIsATTACHED. BARRICADESSHWJ.BEOF Z
MOMSUPPLEMENTNG,COVERNGORREMOVAL DEVICES . - SUFFICIENT LENGTH TO CLOSE ROADWAY. OR
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMED FOR THE DURATION OF THE CONSTRUCTION S WHEN USING TYPE III BARRICADES WITH SIGN CIO ATTACHED, BARRICADES SHALL BE OF PHASE N. BBV o
,A
PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN. OR DIRECTED BY THE ENGINEER. SUFFICIENT LENGTH TO CLOSE I2 ROADWAY. CONTRACTOR SHOULD BE AWARE THAT WHEN
DETOUR THE CONSTRUCTION AREA IS IN OR NEAR - OR 4 vI
a4RB A) THE CONTRACTOR SHALL BEREQUIRED TOFURNISH, INSTALL, RELOCATE, ANDMAINTAIN ALL TRAFFIC - - L Y `
O -
(MR) CONTROL DEVICES. SIGNS BARRICADES, WARNING ANDIOR CHANNELIZING DEVICES FOR WORK SITE$ AND B. AVERTICAL CREST ORHORIZONTAL CURVE, THEWORK AREA SHALL 13EEXTEfDED80THAT - PHASE N6V _ i
30'x24• DETOUR ROUTES ASSHOWHNTRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE LANE CLOSURE BEGINS INADVANCE OFTFECURVE AMMINIMUM STOPPING NIGHT DISTANCE 18 X
APPROVED TRAFFIC CONTROL PLANS. THELOCATION ANDPOSITIONING OFTHESE BARRICADES, SIGNS, ETC. SHALL BE MET. OR
BY THE ENGINEER. - - R
7. POLICE OFFICERS MAY BE REQUIREDT0CONTROL TRAFFIC DURING CONSTRUCTONHOURS AS PFNSENBVI `e
B)TLECONTRACTOR SHALL CONTACT GUSJODI(336.7066) WITH T14E CITY OF CHARLOTTE DEPARTMENT DIRECTED BY THE ENGINEER
OF TRANSPORTATION (COOT) TWO WEEKS PRIOR TO BEGINNING ANY WORK THAT WILL REQUIRE THE d!!6
PLACEMENT OF SIGNS OROTHER TRAFFIC CONTROL DEVICES BY THE CRY. CONTACT MUST BE IN WRITING S. WHEN PERSONNEL ANDAOR EQUIPMENT ARE WTTHN 5 FT. OF EDGE OFTRAVELWAY, USE WATCH, PHA8EN8VI
DETOUR TO THEMANAOERTRANSPORTATONENGINEERING DIVISION, WITH CURRENT TELEPHONE CONTACT. THE DIAGRAM 04. - -
O C21L CONTRACTOR is To NOTIFY CDOT 10 WORKING DAYS N ADVANCE OF ANY ROAD CLOSURE OR 5 WORKING
(" L) DAYS PAMT'OCLOSING ONEORMORE TRAVEL LAEES.NJ.SIGNAL REVISIONS ORSHIFTS OFSIGNAL 9. WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY ORAWORK ADDITIONALNOTE&
3(r x24' HEADS WILL 13ETHERESPONSIBILITY OFCOOT FORCES: HOWEVER, PRIOR TO REVISING TRAFFIC LANES ZONE, FIAGGER(S)ANDFIAGGERSYMBOL SKTNI(8(W247A)SMALL BEUSED ASDIRECTED BY THE MOST DOWNSTREAM IMPROVEMENTS ARE TO BE COMPETED FIRST. THEN
WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THECDOTIMPLEMENTATION THE ENGINEER TO SLOW ANDORSTOP TRAFFIC ADDIRECT IT THROUGH THEWORK AREA. MOVE TO THENEXT IMPROVEMENT.
SECTION MANAGER (GUS JORDI 1338-7088) A MINIMUM OF SO CALENDAR DAYS IN ADVANCE. THE TRAFFIC SIGN W20•TA(CO)SHALL NOTBEDISPLAYED EXCEPT WHEN FLAAOERISPRESENT.
LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVEUONISHIFT 18 COMPLETE AND READY N ORDER TO MAINTAIN TRAFFIC ON TURNBRDGE ROAD AND GUILDBROOK ROAD (AT
FORACTNATION. 10. THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO OED FARM ROAD), EACH CATCH BASIN SHAILBE CONSTRUCTED SEPARATELY WITH
PROPOSED PAVING OPERATION. ON? COMPLEIEDPRORTOSTARTROCONSTRUCTION ONTfESECOND ROAD C) THE CONTRACTOR$HALL MARK ALL HAZARDS WITHNTIE LNR8 OF THE PROJECT WITH
END WELLMAINTAINED SIGNS, BAF6iCMES.WARNING AND/OR CHANNELIZINGDEVICES .ONCONNECTING 11. INSTALL ADVANCE WARNING DEVICES FOR LANE CLOSURE ACCORDING TO WATCH DIAGRAM M
q @ WORK ROADS. ALL BARRICADES, SIGNS. WINING.ANDIORCHANNELL7INGDEVICES SHALL BEMOVED. It LAWCLOSURES FORCATCH SASNSWLLNOT13EPERMITTED ONSTREETS THAT
DETOUR 4et18? AHEAD SUPPLEMENTED, CHANGED. OR REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS ARE AC71VE DETOUR ROUTES FOR CLOSED ROADS.
APPROVED BY THE ENGINEER. 12. CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MAFMM AS SHOWN
C2 ON THE PLANS OR AS DIRECTED BY THE ENGINEER LANE CLOSURES WILL NOT 13EALLOWED ON PROVIDENCE ROAD DURING THE HOURS
. Ox1? _ D) THE CONTRACTOR 94ALL PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY OF7,00AM*WAMAND400PM-8=PMMONDAYTHROUGH FRIDAY.
THROUGHOUT THE PROJECT. INCLUDING INGRESS AND EGRESS FOR BUSINESSES. 13. THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR
RDADCLOSED - SHALL COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE N SEQUENCE. WHEN A .
70 E) TRAFFIC CONTROL PLANS M) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND CONSTRUCTION PHASE ISDIVIDED INTO STEPS, THECONTRACTOR SHALL COMPLETE THE
THM TRAFFIC STANDARDS SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF REQUIREMENTS OF EACH STEP INSEQUENCE(EXAMPLE: THE REQUNRENENTS OF PHASE I MALL
C19 - CONSTRUCTION ACTIVITIES ARE OCCURRING ON THE PROJECT. THESE DRAW'INGSAREFORTYPICAL BE COMPLETED BEFORE PROCEEDSOTOPHASE I; THE REQUIREMENTS OF STEP I OF PHASEI
SRUATIONSANDSOUDBEADAPTEDTOTHEACTUALFIELDCODITIONS. UNFORESEEN FEW SHALL BECOMPLETED BEFORE PROCEEDNG70STEP2OFPHASE q.ALLWORK DESCRIBED
(R11?) SITUATIONS, MAY PREVENT THEADAPTIONOFTHEPRESCRIBED TYPICAL DRAWING ORSTANDARD EXACTLY IN THE PROJECT PHASING SHALL BEPERFORMED BYTHECONTRACTOREXCEPT VA40MIT 18
O 60')97. AS SHOWN. THE CONTRACTOR. AT THEDIRECTION OFTHEENGINEEP4SHALL MOVE, SUPPLEMENT, SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS.
CHANGE, MOM REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE TYPICAL DRAWINGS
ANDIORSTANDARD DRAWINGS TOENSURE THAT THEMOTORIST CANPASS THROUGH THECONSTRUCTION 14. THE CONTRACTOR SHALL NOTBEALLOWED TOSTOP TRAFFIC FORMORE THAN 5MINUTES ATA
AREA IN ASAFE AND EFFICIENT MAN NEFt TIME N ANY ONE DIRECTION.
TYPE IN BARRICADE - RIGHTLANE - F)CONSIRUCRONPHABNOMAYDCTATETHAT TWOORMORE TYPICAL DRAWINGS ORSTANDARDS BE 15. AT NIGHT AND DURING PERIODS OF CONSTRUCTION NACTIVITY,THEDIFFERENCE NELEVATION
CLOSED USED NONEAREA OFCONSTRUCTION. CHANNEJLNODEVICES ASSOCIATED WITH THESE TTPICALSSHALL BETWEEN LANES SHALL NOTEXCEED IINCH.
BE MOVED, SUPPLEMENTED, CHANGED. OR REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF
AHEAD THE PLANS. THE LOCATION AND POSITIONING OF THESE DEVCESSHALL BEAPPROVED BYTHEENGINEER 16. FLA3GER(S)AD PIAC#RMEAD SYMBOL SION(S)W20.7A?MAYBEREQUREDTODRECT
C10R TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWOORMORE TYPCALS TRAFFIC THROUGH CONSTRUCTION ZONE DURING PAVBBNTDEMOLITION ADIOR
(ce) ANWORROADWAY STANDARD DRAWINGS OVERLAP . CONSTRUCTION ACTIVITIES.
- ?x
O 485C4S' G)TEMPORARYOPERATIONN.SIGMAREGBM;tAlLYMOUNTEDON PORTABLE SUPPORTS. THESEARE 17. THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS.
NOf*A4LLY USED FOR SHORT-TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND
CONSTRUCTION AREAS WITHIN ACONSTRUCTION ZONE. OPERATINALSIGNS SHALL BEINSTALLED PRIOR 18. THE CONTRACTOR SHALL REPLACE ANYEXISTING PAVEMENTMARKINGS WHICH HAVE BEEN
TO THE START OFOPERATIONS AS SHOWN ONTI EPLANSORASDIRECTEDBYTHEENGINEER. SIGNS OBLITERATED BYCONSTRUCTION ACTIVITIES ATTHEENDOFEACH DAY'S 0PERATIONS.
TYPE IN BARRICADE - SHALL BE MAINTAINED IN PROPER POSITION AMKEPT CLEAN ANDLEGIBLE ATALLTIMES. INSTALL SAND
SAO BALLAST. OROTHER APPROVED DEVICES TOPREVEO'MOVEMENT OFSIGNS BYYWINDORPASSING 19. FAN OPEN TRENCH ORADIFFERENCE NGRADE BETWEEN LANES GREATER THAN iINCH IS TO.
. VEHICLES AS NEEDED. SIGNS SHALL BEREMOVED WHEN NOTAPPUCABLE.THEBOTTOM OFTHESIGN REMAIN OVERNIGHT, BAgffILL ATA&1 SLOPE IPTOTHEEDGE ANDELEVATION OFEXISTING
SHALL BE AMINIMUM OF 1 FOOT ABOVE THE PAVEMENT SURFACE. PAVEMENT IN AREAS ADJACENT TO AN OPENXDTRAVE.LANE OR USE TRAFFIC BEARING STEEL
PLATES
O DETOUR H) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SWILL NOT START UNTIL ALLOF THE _
7 REQUIRED SIGNS. BARRICADES, WARNING. AND/OR CHANNE.RNG DEVICES ARE INSTALLED AND 20. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS. COOT SHALL
APPROVED BY THE ENGINEER PROVIDE AND INSTALL ALL FINALSIGNADE.
_
37x24° I) ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT 21. CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY WITHIN
WITH THE TRAFFIC CONTROL PLAN SHALL BEREMOVED IMMEDIATELY BYTHECONTRACTOR PRIOR TO THE SAME AREA.
Q PROCEEDING WITH A ANY CONSTRUCTION ACTIVITY. ALLTEMPORARY PAVEMENTMAWONGSAPPLIED BY THE
CONTRACTOR SHALL BE IN PAINT. 22 INGRESS AND EGRESS SHALL BEMAINTAINED TOALLBUSINESSES AND DWELLINGS AFFECTED
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. BY THE PROJECT. SPECIAL ATTENTION SHALL BEPAID TOFIRE HYDRANTS.
M7 y a
J)OTHERWISE SPECIFIED ON THE PLANS OR IN THESPECIAL PROVISIONS.
® DETOUR _ C12R - 23. ALL TRAVEL LANES SHALL REMAIN OPEN DURING PERK= OF CONSTRUCTION INACTIVITY, _ - - a
K) THE CONTRACTOR MIST HAVE AMINIMUM OFTWOFIAGGERSPRESENT DURING ALL PERIODS OF UNLESS OTHERWISE INSTRUCTED BYENGINEER.
CONSTRUCTION ACTIVITY TO ASSIST IN THE MOVEMENT OF TRAFFIC THROUGH THE WORK AREA.
C22L 3ft 3(r ADDITIONAL FIAGGESMAY13EREQUIRED AS DIRECTED BY THE ENGINEER OR CDOT. 24. DURING THE HOURS OF7:ODAM-BAOAMAM4.30PM$SOPMMONDAYTHRUFRIDAY.
r?
U W" L) CONSTRUCTION ORMAINTENANCE WORK WHICH INVOLVES CLOSURE OF ATRAVEL LANE WILL
2
3(r x24' L)PlAGGER9'ATTIRE SHALL 94CLWEAFLUORESCENT ORANGE VEST, SHIRT, ORJACIETWORN ASTHE NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT FOREMERGENCY SITUATIONSORWITH
OUTER LAYER OF CLOTHING. T7ERAGOEiSHALL BEEQUIPPED WITH ASTOPISLOWPADDLE (SEE MUTCD, APPROVAL FROM CDOT.:
PART N, SECTION SF•$PAGE GF-l} RED FLAGS WILL BEACCEPTA.BLEINLIEU OFTHEPADDLE IN
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EMERGENCY SITUATIONS ONLY. FLAOOERS,PROPERLY EQUIPPED AND INSTRUCTED. WILL BE PROVIDED 25. THE CONTRACTOR SMALL LIMIT CONSTRUCTION TOONESREEETATATBTEUNLESS OTHERWISE
BY THE CONTRACTORS AND STATIONED AT THE LOCATIONS SPECIFIED OR AS DIRECTED BY THE ENGINEER INSTRUCTED BY THE ENGINEER THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE BLOCK _ ® fl
DETOUR - AFLUORESCENT ORANGE CAP MAY BE REQUIRED.. EACH DAY TO DECREASE THE AMOUNT OF BACKFLL S {p g G
0 1 'S
C22R , M) DO NOTWORK SIMULTANEOUSLY. ON BONN BIDES OF AN OPENTTUIVEI.WAY, NBR9N THE SAME b
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LOCATON,ONATW04ANE,TW'O-WAYROAD.
37"x u ,
N) DO NOT INSTALL MORE THAN ONE LANE CLOSURE, IN ANY ONE DIRECTION, ON ANY ROAD.
0)ENSURE ALL NECESSARY SIGNING B IN PLACE PRIOR TOALTERNGANY TRAFFIC PATTERN. (-.
(W-0-TA) P) LATHE EVENT ATIE4N CANNOT BE MADE IN ONE DAYS TIME, BRING THE TIE-IN AREA TO AN APPROPRIATE V Q
485X47 ROADWAY ELEVATON,ASDEIERMIINEDBYTHEENGINERER.PLACE BLACK ONORANGE 'LOOSE GRAVEL' - - - W W 7 J
ROAD SIGNS (WSd)ANDBLACK ONORMI#-PAVEMENT ENDS' SIGNS (W")500Ft(I50m)AM1000FT(30DM) N 0
ALONG A Or THE UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY = Z a 0
RESPECTIVELY IN ADVANCE 4 CONSTRUCTION
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CHARLOTTE-MECKLENBURG CHARLOTTE-MECKLENBURG BLOCK AND GRAVEL CFU1ftLOTTE•MECaENBURG
TEMPORARY STREAM CROSSING
LAND DEVELOPMENT TEMPORARY SILT FENCE LAND DEVELOPMENT LAND DEVELOPMENT
STANDARDS 30M STANDARDS STONE INLET SEDIMENT FILTER 30.m STANDARDS 30.14
PIAW BOTH l lMlE - GENTLE SLOPES STEEP SLOPES..
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APPROVED DATE - APPROVED DATE _
APPROV D DATE
CHARLOTTE -MECKLENBURG CHARLOTTE -MECKLENBURG CHARLOTTE -MECKLENBURG
LAND DEVELOPMENT TEMPORARY ROCK CHECK DAM LAND DEVELOPMENT STABILIZED CONSTRUCTION ENTRANCE LAND DEVELOPMENT SEEDING SCHEDULE
1TA
STANDARD 30.10 STANDARDS MODIFIED FOR W MIN. LENGTH 30.1TA STANDARD
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e PoPRAP RIPR,P wA:amuwowLre,aRE
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-
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CHANNEL INTERSECTIONS APPROVED DATE
APPROVED DALE
.
APPROVED DATE -

MECw ENBURO CHARLOTTE-MECKLENBURG
SEEDING SCHEDULE
CHARLOTTE-MECKLENBURG
LAND DEVELOPMENT RIPRAP APRON AT PIPE OUTLETS CHARLOTTE-
LAND DEVELOPMENT
T RIPRAP DITCHES LAND DEVELOPMENT (SEASONAL)

STANDARDS
gpy7
STANDARDS
qDn ?) STANDARDS
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W ?W
EROSION CONTROL NOTES:
1. REFER TO GENERAL NOTES ON SHEET2
2. DISTURBED AREAS:
DRAINAGE IMPROVEMENTS
STORM
GURDBROOK CLOSED 028 AC
TURNBRDOE EAST 0.44 AC
BROCOTON 0.78AC
OLD FARM 0.08AC
TURNBRDOE EAST 0.06AC
OUILDBROOKCULVERT 0.64 AC
STREAM STABILIZATION IMPROVEMENTS
GULDBROOK STREAM Q90 AC
GUILDBROOKCHA4NEL 0.62AD
TOTAL &TBAC - ar-snm 1
3. NOON-BITE BURIAL OF V E G E T A T I O N OR CONSTRUCTION DEBRIS WILL BE PERMITTED.. • I w i llFFP
Few•m.
4. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLAN ISAVIOLATION OF THE NORTH CAROLINA Rbrau
R.erae.
arwmw
EROSION CONTROLORONMICE, AND 6 SUBJECT TOA FINE I
I
a PLEASE REFERENCE THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS FOR EROSION CONTROL DETAILS.
- S THE CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING ALLEROSION CONTROL MEASURES RELATED TO THE
JJ?
CONSTRICTION SITE
T. ATAMINMUM, EROSION CONTROL MEASURES SHALL BE INSTALLED N ACCORDANCE WITH APPLICABLE STATE AND
LOCAL REGULATIONS. ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED BY LOCALGOWINNGAGENCIES.
1
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF ANY SOIL TRACKED INTO THE PUBLIC

RIGHT-OF-WAY. I

9. THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM 71108E SHOWN ON THE
PLANS IFDRAINAGE PATTERNS DIUWDEDURING CONSTRUCTION. {

,
- - I I r
I

CONSTRUCTION SEQUENCE:

NOTES AND GENERAL NOTES ON SHEET 2.
REFER TO ABOVE
1 IS' OAIf ??
+

S? I w a?_--
.
.
- SDE-Sm
I I + ® 4* Ds Ir ax[
2. OBTAIN GRADING PFJRMIT FROM NICOENR-LAND QUALITY SECTION
N
EERASSOCIATED CONTRACTORS AND OTHER
S. CONDUCT PRE-CONSTRUCTION MEETING NCUDBi00W4EAIFID
AFFECTED PARTIES ( n o'au
4. PRIOR TO CONSTRUCTION, STABILIZED GRAVEL ENIRANCESM RDADSAT THE LOCATION OF THE SITE SHALL 13E _
INSTALLED AS SHOWN ON THE PLANTS AND DETAILS.
TOWPORARY04MOAMA
5, AFTER ESTABLISHMENT OF THE CONSTRUCTION ENTRANCEIEXIT, ALL PERIMETER EROSION CONTROL. MEASURES SHALL I STD3ILIG
USE CIAS8IRPRM
BE INSTALLED PRIOR TO CLEARING AND GRUBBING.
S. PRIOR TO CLEARING AND GRUBBINGICONSTRICTHIN, THE CONTRACTOR SHALL REQUEST AN 014SITE INSPECTION.
UPON RECEIPT OF CERTIFICATE OF COMPLIANCE, GRUBBMKX*WFK)CrION MAY BEGIN.
A
- T. PERFORM OWING OPERATIONS N A MANNER AND SEQUENCE 80 AS TO REOU.EUNNECESSARY DISTURBANCE OF ' - 187.21817
SURFACE COVER HYNES DALE E
DEED: 07596884
5434 GUI DBROOK RD
MAINTENANCE PLAN:
' 1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL. BE INSTALLED AS RIOTED ON THE -
- EROSION CONTROL DETAILS. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACMES AS
DESIRED.
L TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND PROPERLY
DISPOSED OF.
VEGETATIVE PLAN:
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORIONG DAY TO NORM
MEASURES ARE FUNCTIONING PROPERLY.
LDISTURBED AREAS NOTATFINAL GRADE. LEFT IDLE FOR TWO OR MORE WEEKS, SHALL BE TEMPORARLYVEGETATED.
UPON COMPLETION! OFFINAL OWING, PERMANENT VEGETATION SHALL BE ESTABIBIIEDWOMN SIX WEEKS. SEEDING
SHALL BE N ACCORDANCE WITH THE CHARLOTTE MECK ENBURG LAND DEVELOPMENT STANDARDS 30.1 TA AND 30.170.
3. ALL OTHER DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED AND MULCH AS
RECOMMENDED BY THE PERMANENT SEEDING SPECIFICATIONS ME TO 71 IERESTRABRSONTHE LENGTH OF
IMPROVEMENTS ANDIOR DURATION OF EXPOSED DISTURBED AREAS.
4.ONCE PERMANENT VEGETATION E ESTABLISHED, THE CONTRACTOR SHALL SCHEDULEA FN& INSPECTION N ORDER
TO OBTAIN ACERTIFICATE OF COMPLETION. AFTER APPROVAL, ALL REMAINING TEMPORARY EROSION CONTROL
MEASURES MAY BE REMOVED.
Z?
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OE CARTER JAMES LR &W
aun ?' "j - DEED: 02701488
_ GM GUILDBROOORD
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_ mm
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(SEE3OL-1AFORDETAL) -
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CHECK DAM
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ENTPANCEMOT
TREE PROTECTION q ?P $
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UAEdMeIRPI?P \ - - - - - - - LIMITS OF DISTURBANCE _
-`\? '?, I' I O I '' -•--••---•- B®MBR FENCE(SI.T FENCE)
LYAUmMAR4EY M P \ \ I n. «d ( ®S SEEDING (PERMANENT)
DBLUEBERRY R12T eLOacaNwAVELIraET
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WER . GREGORY CHARLES B /•-'n"1`\ n Om1
--
DEED•O5123408 \ \ wc«Omr--.? a i__ ;(_ T =---- ------ -
552OPROVIDENCE RD \ + sE - -,e''P?D?"' - I •_ 1
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.- .____ LIMITS OF OWURBANCE
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m
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187-213-02 I ill. e 0 187,21589 187.21344
18i-218•N' I1 ` // / ?, f SJ i iJI OLOSiERJM168?C DEEDPORTER FNB.F
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II
I DEED, 1INS-oi0 II I1
5216GLIMOSROOKFID II II III I a
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"°` '' 1 Ili ill ALL WORK ON THIS SHEET
SHALL BE COMPLETED
I I I, i WITHIN THE RIGHT-OF-WAY
OLD FARM
LINE - E1-
I
187.21514 I
187.218.15 )
LBDE4 9
40
DEEED:D: 11 1118844 - DEED.
I
1727 TURNBRA)GE RD 1221 TURNBRIDLIE RD
187.21512
SAVA$ KEITH
DEED. 88920.281
I
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TURNBRIDGE WEST
LINE - F1-
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- - - - - - - LIMITS OF DISTURBANCE
" '?••?' SEDIMENT FENCE (SILT PENCE)
SEEDING PERMANENT)
® PERMANENT LINER
® PERAANENT LIVE STAIGNG
(SEE SB141A FOR DETAIL)
-CHECK DAM
-024 I TEMPORARY GRAVEL CONSTR.
ENTRANCE/EXIT
??
X . TREE PROTECTION
TREE REMOVAL
INLET SEDIMENT FILTER ,
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ETAUB HAROLD I II
1UDEED: 155 .200 I O
EED:15541Fi80
n , II I .aoo I I 1337 BROC KTON W - /A
9 11 ? I ---- ? ' I tV/ ?!!
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B I - " - I I i I I ------01
iv unFic 1 19 tlDTS OF 0181IAiBANCE
?_?=_•'?r-_?'a-.'S?S=-r= _'i-_•a 1 B?AEMFENCE (SILT FENC?EI
I T ® BLOCK&GRAVEL BAET
\
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F? o ./ PERMANFM Ln1ER
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I •' / /? s____ f _____,_- +- ___ ____ _ .... ' x I a\ OF smraaFO (Sff 39R-1APOR lIE7Ay 7--- DNnl$tDANCE
A axr ,?- ........... .'.'A. .. , H. AIRRD%.477RBF CF[i7fOAM
i yp}1J - • our s' oociwm W - MEMS4 I. TEMPORARY GRAVEL CONSTR.
p! o i -L- o •nawoo o = ENIRANfFJE707
24 -we ?'?.'"'((?9' -o e'er=5?"? W - ?? TREE PROTECTION
C fie.
m• our ° ° I1 1 --'-- - a N
DECK /\ TREE REMOVAL
/? 1 S
?? ' 1 wro oa?io•o?•? -° 'I'-? ©
W INLET SEDIMENT FILTER
W GRAVEL 1 "_?Ay00 ?_ Z
's" °/ 4,JtSFi1S0S / A -- BIDnILIIA 1 I I I I C [ s ---i'
WHITTLEY @t
ROBERTIJR 20*-" moos of 1`. II II"--- asw Sot 1 i
DEED' -843
5316
11 O Ij 14-..DJ oo t or SIX
O111LDBR00KeTtl1E.BffROIE ° o• ` It,,
CLAY
OUTLET
aAn ,ro"x o II ?` II ° I` le ?t
? ?S
tO
\ WLxISNx3nx B II I I wnm: /l iJ%y-? °
io' ou
k TEPORARYCHNMIMN ( 1 I I *`rx?as F/L.3s°y --yam A'J--
o CEID8W3DiO (1?e o. ww{ o ar I I O I I FlNfiM1.N
"x . \ CLASSCREPA° a oA wrwx?s _ d I I Or:
I I \? =.1..?J._i- Q
•W? ?src.?uw[
NL' - -nom uS _ _ _ LI m I I rtrOPARY - S S I
\ NOTE: I----¢----- ---------- II O II 01re80N = J
REMOVE BOULDERS FROM CHANNEL AND I II , I OLAOMM111 .-- DEED: 09805-521
I BREAK INTO 18" MAX, DIAMETER ROCK. I I I (9 tine TuRNBRIDGE RD
'
\ I FOLLOW CMLDSTD20.23FORPLACEMENT I - - - - - - - - - - - - I I I
0
OOF STONE. C INATE WITH ENGI L_ - _ - _ - {' ®71 I MCKYE mw I S1?A?TMVKM r?uA 9
IFREXACTL?T lA. w 0 II I ---?\\
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1 I \I BSLxWM,Sxx = Z ?.Z
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aFFfiFm, u 00 W O
I ` NOTE: - - - ?0/
1-•-'-- 1 RFBCnVF RCNn nFRR FRIWr#IANMR Ali i - UJ W LL O
OUTLET G SING PLAN LL Q 0 Q
LLJ?a w
J
?W
00
?W $W
1 aet I\ to ? ( I ? I I ??1111L 7? ua I 4,?t'? ???
/ \`? / I I 40 I CARMICHAELTH060ISF \
1 \ 1 326 187.213.24 DEED.* 03246a 41 ------ L .
GODCALLJAMESR 8KINNERDONAID Ulf-BROCKTOWN"
?? -
I \\ 1 - / ?? I I I DEED'.02831420 ' - -
y 0 2 I -- - - -
{ U0 I I 1323 BROCKTON LN
W ,--
_
TEMPORACHECKOW
- - - - - --
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87-21348
s0F?.?„-. SUE
DEED, 04105-M
?11 / / d w naoia. J°?* 12 waie nxt ? / / / 7606 Fq.OERDR
(/ / ,e• dpl AY.1eIo?6N
//?// rp a ti.? ° / W
r . ix /mc a' newt nc n ??ti - \ , _ /
161-20:'0b/
aronn m nrtx m¢S 4, , , _ _ /
DEM. 18887.616 ANDMION 30T '----``„ '''?/ •,
O?D:tT80348p. / / / `?` -pAEI?LE?YMADI t6'/'' - - '
/ - _ 12201URNBRDGERD n - - - -
"?J''
2141I7RN§REIGE //16741` 6ft6}?'OLR?DR_
(( .'met \ '? _ / ?? \
NOTES:
1. CLEARING RELATED TO STREAM RESTORATION SHALL BE PERFORMED TO THE SLOPE
STAKE LINE OR THE RIGHT-OF-WAY OR EASEMENT LINE UNLESS DIRECTED OTHERWISE. THE
CONTRACTOR SHALL OBTAIN PERMISSION FROM THE PROJECT INSPECTOR PRIOR TO
REMOVING LMB OFDISTURBANCE
SUCCEESSFU SSFUL CONST CONSTRUCTION IN THE TION E THAT THE RE CONTRACTOR SHNTRACTORSH a--.--.- e®eeJrFetcE(eLTFErx
SUCCESSFUL OFF THE PROJECT SHALL ONLY B BEE CLEARED. THE
ATTEMPT TO KEEP THE AREAS CLEARED TO A MINIMUM.
2. TEMPORARY CONSTRUCTION EASEMENTS WILL BE SELECTIVELY CLEARED WITH SPECIMEN
TREES LEFT STANDING AS STIPULATED IN SPECIAL PROVISION ANDIOR RIGIfr-OFWAY ® PEFfAA rLrM
AGREEMENTS. NO CLEARING OR GRUBBING MAY BE PERFORMED EXCEPT UNDER
SUPERVISION OFTHEPROJECT INSPECTOR. ® PERMAILIVE STARINO
-.?-_?? a1EacDALL
(S3. CONSTRUCTION FOR THIS SHEET SHALL BE ACCESSED THROUGH 1228 TURNBRIDGE ROAD
AND 1215 BROCKTON LANE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ?,,,-? J
ROUTES TO BE USED IN SUCH A MANNER THAT THEY ARE STABLE AND PASSABLE AND DO NOT "°1 1 TELtPORMYGRAVEL CONM
ENIRANCEA907
CONTRIBUTE TO OVERALL SITE DEGRADATION OR EROSION. THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL SEDIMENT AND ?---? TREE PROTECTION
EROSION CONTROL MEASURES: I.E. SEDIMENT FENCE. ADJACENT TO THE ROUTE AS DIRECTED X
BY THE ENGINEER. TREE REMOVAL
4. THE CONTRACTOR SHALL SET UP STAGING AREAS WITHIN DESIGNATED EASEMENT LIMITS. © NAEETBEDMIENT FILTER
NO OTHER AREAS MAY BE UTILIZED UNLESS DIRECTED BY THE ENGINEER OR UNLESS THE
s1DPE6TU?tiEIDRAOr1oTtEw1
CONTRACTOR HAS NEGOTIATED WITH A LANDOWNER FOR USE OF PRIVATE PROPERTY AS A
STAGING AREA AND INFORMED THE ENGINEER. ALL EARTHWORI(, MATERIALS. AND10R DEBRA
THAT CANNOT BE UTILIZED OR DISPOSED OF DURING A SINGLE WORKDAY MUST BE
TEMPORARILY STOCKPILED IN THESE LOCATIONS. THE CONTRACTOR SHALL INSTALL AND
MAINTAIN EROSION CONTROL DEVICES AROUND THESE STAGINGISTOCKPILING AREAS UNTIL
SUCH TIME THAT THEY WILL NO LONGER BE NEEDED.
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187.21321 I
yi HAREN EDWARD I 0 I _?J c le•RPnf s u• oaR
aw laz DEED: 16108369 ?'`?,) tuffs
Fit W-6132 1301 BROCJRTON LN I `^.' Y /^\ 4r^?,S !y,?I.
rtiao-nxa Q '4? `?'Y Qp
F aur.nZ27
P+6?-'8- r ;z7? umTM 187.21319a 161.21318
BL
DEM. W N AT DENYEBERNEL80R &VW BEpBRR7FR MADDEN CECIL G
TO
f +r 9 ;Y 'n?fs ?J t2976R0f?2(TONI9 1pp19p11N° DEED: 09780097 y DEED, 89194098 I
® I .e. 12316ROCK7GN LN 14
nlf 1223 BROCKTON W .
1 "ewyk - ® ® 6
HNINJOHN DJR ? le Pxf Z'
'At DEM. 05034-M 11R a PAVE a W a +aaf I w ewx °j' a• I i
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r MAR 1909 erloaDDN +/.?. ?•a!±!±.. _ `t].Ll'B my rc°Pmf ue10tiaai 1L1. ° 31 4 .. 0 _ vesanvn'
!CE
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24' HICKORY
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(nf X
TREE REMOVAL
187 21 I I 8 ?7 t87$t3t INLET SWMWFLtet
GRANTHAM IlLVWJ p I I I ucK `4 \?`
187.21340 ?MiH R87.2 p e4 ® RPRMUNEDDI7Cx
DEED.a160.222 I II BERG.AMINOROSS 116 GE
78W FOLDERDR a DEED: 03353232 / 74
I me ° ?/? FOLGERDR QL j
I %. I inc / / " ie7.213t1 l1?/ au«
KIN.?J9DWAL-34 LJR
I 1 I / DEED: 07334 W cvc ! I
I I { a ?? 1 I G,,- ?? I Fa6ERDR I I
f S 1 I 4 J Ili I
NOTES
1. CLEARING RELATED TO STREAM RESTORATION SHALL BE PERFORMED TO THE SLOPE
STAKE LINE OR THE RIGHT-0F-WAY OR EASEMENT LINE UNLESS DIRECTED OTHERWISE. THE
CONTRACTOR SHALL OBTAIN PERMISSION FROM THE PROJECT INSPECTOR PRIOR TO a
REMOVING ANY TREES IN THE EASEMENT AREAS. ONLY AREAS THATARE NECESSARY FOR g m g
SUCCESSFUL CONSTRUCTION OF THE PROJECT SHALL BE CLEARED. THE CONTRACTOR SHALL
ATTEMPT TO KEEP THE AREAS CLEARED TO A MINIMUM. "
2. CONSTRUCTION FOR THIS SHEET SHALL BE ACCESSED THROUGH 1225 TURNIBRIDGE ROAD
AND 1216 BROCKTON LANE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE
ROUTES TO BE USED IN SUCH A MANNER THAT THEY ARE STABLE AND PASSABLE AND DO NOT
CONTRIBUTE TO OVERALL SITE DEGRADATION OR EROSION. THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL SEDIMENT AND SW. I" . 2W 20
EROSION CONTROL MEASURES; I.E. SEDIMENT FENCE, ADJACENT TO THE ROUTE AS DIRECTED HO ONTAL m m
19 z g
BY THE ENGINEER. 0 2 w § q a
FD
3. THE CONTRACTOR SHALL SET UP STAGING AREAS WITHIN DESIGNATED EASEMENT LIMITS. sedc I'
NO OTHER AREAS MAY BE UTILIZED UNLESS DIRECTED BY THE ENGINEER OR UNLESS THE VERMAL
CONTRACTOR HAS NEGOTIATED WITH A LANDOWNER FOR USE OF PRIVATE PROPERTY AS A
STAGING AREA AND INFORMED THE ENGINEER. ALL EARTHWORK, MATERIALS, ANDIOR DEBRIS
THAT CANNOT BE UTILIZED OR DISPOSED OF DURING A SINGLE WORKDAY MUST BE
H
TEMPORARILYSTOCKPILED INTHESE LOCATIONS. THECONTRACTOR SHALL INSTALL AND U
MAINTAIN EROSION CONTROL DEVICES AROUND THESE STAGINGISTOCKPILINGAREAS UNRL W J J
SUCH TIME THAT THEY WILL NO LONGER BE NEEDED. Q
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coft A. 187.218.28 o •.
// nrb m• r m• ouc m¢s 1 _ _ \ ?n?S H"? /
1 4 DEED:09216441
i °
,y r,1 RR I \ - \\67. 1836 / \x' I I acr 1187-213-24
/ r •Wq,R ??? _ I I SXINN
ft- ro ERDONUD \ I 1817 BROCNTON LN
? •/ -
II /-/. ar•W11at I ?? _ • •, I DEED: 02831-125
II / o - 1 13$1BROCKTp2lN I i 1s1BROCKTO7ILN o I /e/ - 7i .
e ° z R lpyY IINE
I x? s
vow
1 1 I x\ I I I ? s/ Q. ZD
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xefe u r*
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phm \ \ Qf , I 14• M rJr' 11' hxF Y gINWFxiM. • 6 wR • 0
187. 1325 ;;; ^^^??? Y(? llyyJJ ? m
O 187.213-01 I EDMONDS JOSEPH M ? I r rx , ((L "
u
I I \ 1URTLETAUB e ` LOCATION (D MED.'04507-U6 2'M-EN' I
1 2r 2p' oxr; DEED:1661F211 I 1 BROCKTON LN I w ,L'4,1 s' a s/ ? 112'
a i
133TBROCXTON r=•: I • e` 2Crccrr, I a r•/
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II *?" aX r x V M'6 R M°? y J. Pef 10 RXfN1 yt '°/ T? / Ofe
Q-A SOUTH POLE
IATEIM
11 + r 8 a LOCATION v + ran J I Sr N / mar eoe1
w e enaxm. I u I12
j? AMC \ " .?v "_ 7r. 3.
oo O s" "? + e
HAND
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I I ?oo -- k y - o ® Pa Tw ' / js 4 /
I ?'ekps°4e J w `r w?r-. -- w 'T,• ',- '4'rLg ° --r1Y mm 12 w ® •?e`e dM1'_'°-• rrow
rr4 o J• ° 'J'" w naw
ar '"mow - • - •gV.,tdm \ 4A? 4 ?\ /• relaua /?
W _ w - -- • "+r.y?. \?I.1.- 2.r nsr l' ° T? "rh ° to
1+3D C6
'AA rem 'a?° I'I r .off -•-"?---r-_-- e•we / • 8 P• yf \ /
1\ ?? {,'}\ + I I? 0• •°"" °•°?" --- ??` / /• e/ \ ".\ 87.213-M
L Pnwwae4Oaouro I I °?e•? UNCERG XO'"'r" >e'rannr DANOM
°•4Y T967IOfe!TOBE DEED:61105-0T6
y ??\\?. i I llll 4 wn2w" e e_ - ??`_`.r -x_aF ° 4pgo?1/° Ivnu•urr¢>.. - 78018 POLOEROR
3 I
EASEMENT
dRe,?`r3Rro•. 8 r ?r waa.« e? • wu _ /° \
I x.. - IIl • are2aeua ? ° e ° w nam
\ "PT!'pr a u
pAI ?? AIN.100.14 M• OrX \
IB'
21. y
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I 1 V AE-E
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I L 1 x4. LwetEO a rao,T e _
1 1B7 363 aww IN mfsf THE
16 - er 'p
I RIO. OIBSONJMAESJ 1 r? U100?Y 0 n
I _ DEED,OBBSSd21 I f?? DEED* IOW-945 DEED?178IBAA S
6 1 37 \ RIEYMMNNA
1229 TURNBRIDGE RD ; , r'?? fh1
r 1220TUR18RIDGE RD 214 TURNBRDOB :O7 ?j
(l i •? } s 1 1VID \ ??'?' 7516 7618 FOLGER LDER O DR ?"i,
EASEMENT
BELK DAVID MIT MRCFEL ? LDt°a'J
II 1 - la•wx DEEM. 08588-835 12•
1 I I I 12ao 7uRNBwooE RD ?\ ° \ \
cat
4 •II !Wn 11 \\ \
=PROP
1
rrcPOLEFASMENr
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1 ja • i ? 1 I \?? ? `?
LEGEND:
PROP OVERHEAD UTILITY Ou
NOTES:
PROP UNDERGROUND UTILITY w
1, " PLEASE SEE SHEETS 5 AND SR-4 FOR GENERAL NOTES.
PROP UTILITYPOLE / m 8
2. SEE SHEET 5 FOR STORM DRAINAGE CULVERT AND SHEET SR-4
FOR STREAM RESTORATION WORK EXISTING UTILITY POLE d
3. TREE REMOVAL TO BE COMPLETE PRIOR TO UTILITY
RELOCATIONS.
4. STORM DRAINAGE EASEMENT SHALL BE STAINED PRIORTO BELL
SOUTH PLACING PROP BURIED CABLE.
5. UNDERGROUND UTILITY LINE TO BE BURIED DEEP ENOUGH TO
AVOID CONFLICT WITH PROP CULVERT INSTALLATION.
PROP UTILITY EASEMENT
EXITING UTILITY EASEMENT -Cum
PROP GUY EASEMENT
m 'm
EXISTING OVERHEAD UTILITY nE
EXISTING UNDERGROUND UTILITY ITT
EXLSHNG LINE TO BE REMOVED - REMOVE-

C.)
LIT LIU
LU
Q¢3 J Z
p: 0

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UL 0 > 00
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r N

i
I u 14'WPIE pPiIppP 2= GW M' PINE /I/ I 1
II 1871 I YAIlEASE ENT ?'`?? I?J?y? r wlRE
. X FUWEN EDWARD 0 ° C . U t o t......F re s u' or e1
aw?i ei DEED: 16406859 (?' l A I l
PA N•nzsx 1301 BROd00N LN I Q `r.m°.POLE m. A. r
rA e•nzex N 3ETN7M7F.XiM 187 1 317 r
PA ai•nxxr ? 1BI?1 20- a ll? unrm 187.21318 SEmAiDEPtxro 19T-21318 P I J
u- POLE DEER 02739-019 eT DETWEM.ERNELSON BNIF W&EPwE rnxF MADDEN CECIL 6 0C 17
c SIX Tls=m DEER 03790-017 ge1N4EXGVATX)NTIONMR Fde DEED: 0913/-038 121 IN j !
re' ¢ u• ' PxFS
Ewa. 1237 BROl2RON W 1231 BROCKTON LN RETAINING WALL 1223 BROCKTON LN e r
?y 1'nNF e ° °
HIAHNJOHNDJR e!wwumru? B[W Stn = 0ti00 Rat?ro N e ° ?''?? x•P ?°"?e '' nDNmeE i / I
1909 DEE0:050042SM ¢PPE. 615,11 _ TZ I r,•am _ --- Is m•..0 END LINE -H12- ° BE7 7EXTRAeETINn r
MEUEEPdE e
1OtOCN10N __ _` . . f¢PF xm ?SO N mP a PPE u uea" -"-?_? / ST •M13 ?7FOnPonRC1C.
+-
!s Y¢ uw Ip " -a f?
eBTA•I+00 e' O. °"" __. "-._.1{--• m•wx OFFS-, ,3'•-4, ?e -° // r
a Y r r A. ' 0
"¢ v e i S i a SWEENEYGARY WAWFANNE M 1
x uY°scvE ?` - ¢toyp r j / DEEED::03N1-038
W n nn +?114L wews -` • r i 1207BROONTONEN ?/
? 1 i
e¢oar a¢ wmr aruvP?F=nAre ° ! ??' `YU r 'I °
PROP
w? - 0--
4-u LIT xllr¢IY fAeNmA50 ° S 2
e°FUl-° e e ° e
?e x a Taa ?trPey, , o
Z -! a- 4 I i i a ?Qk y? le' %'xMlcplrlo. D -- Ib'a-
?I aAr W'VIC-
«oeY ° Y w¦ a tee` e ////?'? ? - -
V = * ° I I I Aar a ro' xlpmr ° \ ; 1
f N u•u II ? i x.w I \\ ??? ! a END LINE-Ht- ? °\e r • e
Q II ! I J PEEL \ 5 S7A•4w96 xn HIMMY
to x -_./ i _ \?J ma?ivtF \ u jl/ I nle?b'
/ • A '! I
BEIM
187.21309 h r I i 1 ¢a lsMI1H ROBERT u• wutE \ ; `e 4 !
GRANTHAM WN.LUM J _ I I 187.21310 41c / \ \ ! DEED: 0W5- Y ; 187,21313
DEER 04150-222 1 i r BERGAMINO ROSS I / J 7416FOLGER DR MU91L CHERYL ROLLER If
75MFOLGERDR DEED. 03355-M DEED, 094W271 - Q.
1 I Ft1LGFRDR Q ?'? 4 ww¢ it 7408FOLGEiDR
187.21314
MCALLISTER
F¢c b F'^"j !`II me / 18131311 J I ¢ac ?> - f
p14YF
DEED:
/ I
Rl.AN TER
DW7 U 1 1 i 74W FOLGEROR
I
I I ° II ; I I L J ! _ 4 FOLGERDR J ! +°?/ r !
LEGEND:
NOTES: PROP OVERHEAD UTILITY ou
1. PLEASE SEE SHEETS 7ANDSR5FORGENERAL NOTES. THIS SHEET IS
INTENDED FOR UTILITY PROP UNDERGROUND UTILITY nD
2. SEE SHEET 7FORSTORM DRAINAGE CULVERT ANDSHEET SRS COORDINATION PROP UTILITY POLE
FOR PROPOSED CHANNEL WORN
PURPOSES ONLY EXISTINGUiILffYpOLE 7i
3. TREE REMOVAL TO BE COMPLETE PRIOR TO UTILITY
RELOCATIONS. PROP UTILITY EASEMENT -o?---
EXITING UTILITY EASEMENT
PROP GUY EASEMENT
EXISTINGOVERHEADUTILTTY - -_-
EXISTINGUNDTRGROUNDUTILITY -•-•-•- y m g
EXISTING LINE TO BE REMOVED - REmOYE-
o,
D
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m
N?? 5 z
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a ? PO
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WSW m12
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HMONTAL 7 N a D
? c7
V ?V
SEE SHEETS 49 FOR
WADV n=TAI1 C
TURNBRIDGE RD, GUILDBROOK RD, AND BROCKTON LN
SCALE: 1"=100'
FM ROADWAY REAA GWENT
L
HALF RIPPLAIX-NALIF MILL
NOTE: SELECT MATERIAL $HALL BE PLACED IN PIPE EXCAVATIONS THAT
CROSS THE EXISTING OR PROPOSED ROADWAY ORAS DIRECTED. SELECT
MATERIAL. SHALT. NOT BE USED TO BACKFILL PIPE EXCAVATIONS THAT ARE
B LLLLL FLLROADWAYMIL OUTSIDE THE ROADWAY OR PARALLEL TO THE ROAD BENEATH THE
PROPOSED CURB AND GUTTER. THOSE PIPE SYSTEMS SHALL BE
BACKF LI ED WITH LOCAL MATERIAL (SUITABLE MATERIAL EXCAVATE)
DURING THE PIPE I STRUCTURE EXCAVATION OR SUITABLE UNCLASSIFIED
TRENCH DETAIL EXCAVATION) UNLESS OTHERWISE DIRECTED.
E
WRWMWAM
Caro f aaN,
VARM"
1ra Ira ra
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R910YEANDREPIACE 1PAY961f a ra
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VICINITY MAP
NTS
INDEX OF SHEETS
SHEET NO.I COVER SHEET
SHEET NO.2 PERMITS
SHEET NO.3 STA. 0400 TO 1+24
SHEET NO 4 STA M TOOM5
SHEET NO.5 STA. O+ODM OT
z to
NOTES:
- 1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
T. DUCTILE IRON PIPE (RED BRASS FOR7 WATER PIPS) REQUIRED FOR BOTH WATER
CfWROr1EMECKLENSURG UTILITY DEPARTMENT STANDARD SPECIFICATIONS. AND SANRARY SEWER LINES ARE THE FOLLOWING CLEARANCES ARE NOT MET.
WATER LINE CROSSING UNDER SEWER LINE (FOR ANY CLEARANCE)
-I ALL CONTRACTORS WORKING ON CMUD PROJECTS ARE REQUIRED TO OWNA 18• VERTICAL SEPARATION FOR WATER LINE INSTALLED ABOVE SEWER LINE.
COPY OF THE DESIGN MANUAL AND SHALL KEEPA COPY ONTHE JOB SITE AT - (OR Ir VERTICAL SEPARATION N SEPARATE DITCHES}
ALLTRES. WATER LINES SHALL "AVE 17 CLEARANCE WITH STORM DRAINS, GAS MAINS,
DESIGN COMPANY: WRDH36SOFI TELEPHONE DUCTS, AND UNDERGROUND CABLES.
.
RM PREPAREDBY: W
K
DICI" a CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING AL APPROPRIATE
PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE S. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EXACT LOCATIONS OF SEWER
.
. COMMENCEMENT OF CONSTRUCTION. CAL NO OrECALL PREVIOUSLY AND WATER SERVICE CONNECTIONS TO W90010090N, INC. FORASBU0.T RECORDS.
ADDRESS; 3101JOHNHUMPHRBESWYND ULOCO)AT1400-0Yl-AWSFOR UTILITY LOCATING SERVICES 48 HOURS PRIOR
PHONE: (919)752-M TOCOMMENCEMENT OFANYWORK. CONTRACTOR SHALL VERIFY LOCATION S. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARK TO BE REPLACED ACCORDING TO
DATEDESGNCONRETED: 1U2005 AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. NCOOT ADCMUD STANDARDS.
4. F THE PROPOSED WATER ALDiORSANITARY SEWER IS INSTALLED I7WITHN 10. SHORING SHALL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1928
SURVEYCOMPANY: WJL DiGGSON MANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM OAS MANS, THE SUBPART P. OR AS AMENDED.
CONTRACTOR SHNICALL PIEDMONT NATURAL GASCOMPANY ATTSV17b68E
SURVEYED W. WK DO" AND INFORM THEM. - 11. CONTRACTOR IS RESPONSIBLE FOR PLACID BARRICADES, USING FLAGMEN, ETC. AS
ADDRESS: 016 COLONNADE DRIVE NECESSARY TO INSURE THE SAFETY TO THE PUBLIC.
L BANRARYSEWER UTEaus ARE TO BE INSTALLED ATADEPTH NOGItEATER
PHONE: (!04)3345316 THAN(6)FEET WHERE PRACTICAL AT THE PROPERTY LINE UNLESS INDICATED 12 SIZE AND LOCATION OF EXISTING WATER AND SEWER LINES TO BE VERIFIED BY THE
DATE SURVEYCOMPLETED: ON THE PANS TO BE NSTALLEDAT'MNSIUN &OPE•. THECONTRACTOR CONTRACTOR
SHALL COORDINATE WITH THE DEVELOPER TO ENSURE THAT ALL LATERALS
CALMOMAL
DEVELOPER: 1p0A? ARE ADEQUATE DEPTH TO BE FUNCTIONAL FOR THE LOT N OLNESTION PA 1S. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF ANY

ADDFESS STOP BASEMENT I=, ETC.} UTILITY DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL USE EXTREME
CARE WHEN WOPXINO NEAR A L UNDERGROUND AND OVERHEAD UTILITIES.
.
•. -
PHONE [phone]e
?wounmoww 8. WATER MANS SHALL HAVE A MINIMUM COVER OF AT LEAST 38•.
*NTRACTOR: .
NSPECTOR CONSTRUCTION SHALL BE IN ACCORDANCE
tiBM0iARLOTTE:00YES()lq: WITH CHARLOTTE MECKLENBURG UTILITY
"o0 N0: DEPARTMENT STANDARD SPECIFICATIONS.
+ V
A SIGN
i ...... ...............
l
Obtirg Prop" Line ...........................»...... - -
ExiBBng Structures .........................................
Proposed Edge of Pavement ...................».....
Fence ..............................................................
ExleftPublic DrebageEasement ......».....
Temporary CarroWdlarEasement ....».....,. e
Permanent Drainage Easement ...................... SDE
Permanent Conservation Easement ...... PCE
Existing Gas line ....................................».... a
Existing Water Line .: .........»...... w
EASUngSanNery Sewer ».» s
Existing Underyround Telecommunications uT
Existing Underground Electric ............»....... re
Cenbrlhe of Channel ................................... _
Existing Storm Drainage ...............................
Proposed Sloan Dralnepe ............»........»...»,
.
.
Proposed Endwell .... ..........
..... .......... ........
Existing Tree ..,......... ................................................................ 10
Existing Water Meter ..............................................................»...........» U
Existing Water Volvo ............................................................................. t>4
Existing Gas Valve ....................................................... .........»...».»....... ooa
Existing Sanitary Sewer Manhole ..........................................»::.........
Proposed San wy Sewer Manhole .......................................................
Exist1rV Stain Drain Manhole ............................................................. ??1
Existing Telephone Manhole .».......» .....................................»...»......... O
Existing Electric Manhole ......................................»............................. 0
Existing Catch Basin ..........................................................»................. 8
Existing tight Pole ...............................................................................
Existing Utility Palo ..................................................................»......».... Ll
Guy Wire ..................... .......................... .................»»......»..--(
Iron Pin ........................................»................................ .»........»... 0
Existing Fire Hydrant ...................... .................. 6
Proposed Fire Hydrant .........................................................................
Exbdng Yard Inlet ..................................................................».........». ED
Tree protection ........................... ............ ..... . N _ J
Tree Removal ......................................................................................... X
APPROVALS (SEAS) APPROVALS(SMS)

KCALS(ABBILi) KCPE KCRL8.09BULT) N.CPE
SUMMARY OF WATER MAINS dFIRE HYDRANTS SUMMARY OF SEWER MAINS & MANHOLES
so LENGTH S0 LENGTH SIZE LENGTH SIZE LENGTH

g
V& SON TOTAL NO. OF IN HYDRANM
TOTALNO.LOTS SERVVED- - TOTAL NO.OFMANHOLE& S
TOTAL NO. LOTS SERVED: -
-unity hemtruCt-C-Nit-tn r?..m r4r.
CCNittte PRDECENAI
PRDE NAME: - PRMWNME' ,EFFERS011C.IP.IMASE1
SS RELOCATION
CHANZITF
110M CAtCIINA
JDBNO: ,
JOSW. •
DATE OFAMATO: DATE OFACTNATNIN:
B? By RMNar DATEASBIA.T: BY., DATE ASSUILT BY:
I 0' Providence
Road.
Felrview Road, and
Sardis Road
Project Area
ENGINEERIh1I ®I% /ISIto"all N
SANITARY SEWERAGE SYSTEM IMPROVEMENTS
JEFFERSON PHASE 1
STORM DRAINAGE IMPROVEMENT PROJECT
Sheet U-3
ALIGNMENT 4-
SANITARY SEWER AND WATER MAIN REPLACEMENT APPLICATIONS
APPLICATION FOR NON-DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE-MECIQENBURG UTILITY DEPARTMENT
PRMCTNAME JEFFERSON PHASE I STORM DRAINAGE IMPROVEMENT PROJECT
CMUD PROJECT ft:
PROJECTTVPE: ? NEWOONSTRUCTION 0 RELOCATION ? momncATm OF PERMIT
No.0 OTHER
VOLUME OF WASTEWATER GENERATED BY THE PROJECT: 0MADDITIONAL GALLONS PER DAY
BASED ON19oWiLld A ft*hmsebWx hmmhftor
135gWJ9gAmM4a*udlx udbarIsbm9arc
WAS7EWATER7REATNBIfRANT.NdYk WASTEWATER
M MAPIECR(NC0 4M) ? IRMCR(NCOD24M) ? McDOWELLCR(HC0o3B M
? SUTARCR 1) ? MALIAROCR(MI;M10)
NATLM OF WA87EWATO 100 %DOMES11C _ % INDUSTRIAL
_ %COWIAR AI. %OD6t
ORIGINOFWASIEWATER M SUBpryjI ? 00M%ER k
? SCHOOL ? "X%TRUI
? MMiMENf3AON10OS ? OTHER
LIST MY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN DOMESTIC LEVELS:
IF WASTEWATER S NM DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT.
IF PRETREA7ME?fr IS REQUIRED. HAS ONE BEEN ISSUED 13 YES 13 NO
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW?
M YES ? NO
PERMIT No. FOR SEWERS IMMEDIATELY DOWN STREAM
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM r
HAS ENGINEER DETERMINED THAT NC DEM AID CMD NN9AUN DESIGN STMDARDS ARE NET BY THIS
PRDJECR ® YES ? NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM
WKDICSON
3101 JOHN HUMPHRIES WIND
RALEIGH. NC 27912
TELEPHONE 919 . 792 • 0495
i
PROFESSIONAL ENGINEERS CERTIFICATION
I, S00TTSIGMON,PE ,ATTESTTHATTHSAPPLICATIONFOR SEWBLRELOCATIONFORTHE
JEFFERSON PHASE I STORM DRAINAGE IMPROVEMENT PRDJECT
HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
BEST OF MY KNOWLEDGE I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE
DESIGN HAS BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH
CERTAIN PORTIONS OF THE SUBMITTAL PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS,
INCLUSION OF THESE MATERIALS UNDER MY SIGNATURE AND SEAL SIGNIFIES THATI "AVE REVIEWED THIS
MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH THE PROPOSED DESIGN.
NORTH CAROLINAPROFE9910NAL ENGINEER'S 9EAL SIGNATURE, AND DATE
CMUD PROJECT No.: ISSUED:
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED Br.
BARRY D. SFEAAIN, P.E., CHIEF ENGINEER
APPLICATION FOR PERMIT FOR WATER MAIN EXTENSION
PROJECT NAME
CMUD PROJECT No.:
PROJECT oE$mFrK)N.
DESIGNED BY.' FIRM:
ENGINEER
ADDRESS:
PHONE:
THBAPPLICATION18 MADEUTAERIWD W FULLACCORD WITH THE PROYSDNS OFCHAPTER 130A•317OFTHE
NORTH CAROLINA GENERAL STAMM AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER SYSTEMS.
CMUD HAS BEEN GRANTED AUTHORITY TO ISSUE P@D9B FOR EXTENSION OF WATER MAWS PURSUANT TO 15 A
"CAC 19C.1801. THE APPLICANT AGREES THAT NO SIGNIFICANT CHANGE OR DEVIATION FROM THE PLANS
NO SPECIFICATIONS APPROVED BY CMUD WILL BE MADE WITHOUT THE WRITTEN CONSENT AND APPROVAL OF
CMIUDORI SAUTHORIZ D REPRESENTATIVE APROFESSIONAL B40 NM LICENSED TO PRACTICE IN THE STATE OF
NORTH CAROLINA SHALL SUBMIT ASTATEMENT REFLECTING THAT ADE DATE OBSERVATIONS DURING AND UPON
COMPLETION OF CONSTRUCTION INDICATES THATCO7STRUCTION WAS COMPLETED IN ACCORDANCE WITH
APPROVED PLANS AND 3PBXFICATI0N8
PERMIT No,
APPROVED DATE
BARRY SHEARIN, PE., CHIEF ENGINEER
CHARLOTTE MECKLENBURG UTILITY DEPARTMENT
5100 BROOKBMRE BLVD.
COWS OTTE, NORTH CAROLINA 28218
N1m.nurren?m /A601
,wrn.,wwr
DICSON
-unity lnftwt ucture cmwltmlc
Ho. Dft By RNMkn
CHARLOTTE-MECKLENBURG
UTILITIES
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
JEFFERSON PHASE I
go" STORUDR41NAGE
PUN "n IMPROVEMENTPROJECT
PFWM
Nw.
VOL PERMITS
As -?
t a
wRm NN rHN Me tv+M ta>mos
0 II II ? ^,.41 I ??? ? I III ? I i NOTES:
1 I _ i/ I T I L' , Il T_---- a ) I 1) CONSTRUCTION SHALL BE IN ACCORDANCE WITH
I s _ I II I TI I c CHARLOTTE-mECIQEN8UR0 UTILITY DEPARTMENT STANDARD
187-218-07 Ii7 ewQ? I I I I I II I I i SPECIFICATIONS.
NAHORY YAWAM F I I I I I
DEED: 02794-074 0 I a•oocwao II II II I 2) ALL CONTRACTORS WORDNG ON CMUD PROJECTS ARE
6308 GULDBROOK RD 0 I II II REQUIRED TO OWNACOPY OF THE DESIGN MANUAL AND SHALT.
0 aaoowoao I ex is, I ,rv KEEP ACOPY ON THE JOB SITE AT ALL TIES.
SPLICE IN 30 LFOF PC I I I ,n w.ap,o, f4,.
w 3W DIP SANITARY RM II II Fn 4^-p+.xx o I `v.J 9 UTHE CONTRACTOR NDERGROUND MALL PVERIFY RIORTOCONSTRUC DEPTH OF ALL
an e'°°1'ro SEWER LINE TO I II - II II io•nw'ou rues f `w? ) IRpERGRUND UTB1TEi3 RpR10 CONSTRUCTION.
Fnouaetb MaSTRN3MANHOLE °u¢peveotiH II II jWf
. #1001. MAINTAIN wv}see.b I I I N `t...? I 0 {) ALL SHORING SHALL BE IN ACCOIIDMICE TO OSHA
EDSTHGSLOPE Ou NV ro},w°01ew 1 I .ro
N TRENCHING STANDARDS PART 1918, SUBPART P. AS AMENDED
e• ar I EOIN -11- 187 .213-01
S otoo ixv aI-asap
II I pvx) I 0 TO DATE
i0•uw? - I II 4ei le.N. TUtTLETAUBFAROLD
ve +pp
DEED: 15516-1D0 I
ED IN TH MNSHALL FOLLOW
BROCKfON LN M GNYNECESSARY LANE
1337
ROCK PROBE I I p, I - PLUG EXISTING IF VCP CONTROL INE DEVICES VNES MOIOR NDIOR EMAUA AREA TRAFFIC TRAFFIC
` C.D.O. T. WORK AREA TRFFIC FK;
> 0 -???pj _-,?L...v' - p?_ I-?r¦ \ INSIDE MANHOLE CONTROL HANDBOOK (WATCH)
2* s 39 LF OFS PC 3W DI 38. S) IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12' IN ANY
DIRECTION AL Y)FROMAOAB MAIN,
---''---?'_ ? ix'an+:lax TE GAS COMPANY ANDTEEN THE CONTRACTOR SHALL BFiAtI. CALL THE
`-- APPROPRIATE INFORM THEM.
e ¢r'?
. _ aw ao_vaua -. 80E--?-I 0.w I - II ?\ °\ /sr aY'•\`.." Frf'T" 7) ALL DISTURBED. AREAS WILL BE STABILIZED BY PERMANENTLY
I IP-_C950_-.DI-83 II j'_____' MARCH 31, 2095.
s 87-218-08 / b I e• an 7 'nurovvro -----
IqN
ROBERT L A 20-24 o mFes 10-°" pwa
?• /. 8316(, OOKKRRO d , I?I? O II ?9) & ITARY Or TO RELOCATION OLLETOFlNEL000Nari AUr
/ J?'1 0 I O I ?r HAR0M?0D p'x, PLUG EXIBT810?p- -pIr cLAY SANITARY SEWER LATERALS SHALL HAVE AMIN. 1%SLOPE.
Iwf o 0
j •0? I I ? I I ?'p. - ?, 18) ALL PAVEMENT CUTS. CONCRETE OR ASPHALT, ARE TO BE
J"??z•owx II II slll 42°NNQE ese REPLACED ACCORDING TO NCDOTAAD CMUD STANDARDS.
rrv. aseao eye
4 ( o II \? II 002
} io oxn II Q II rxxxaa Fti w00.1-uix ?81? 1 i.e11) THE CONTRACTOR IS RESPONSIBLE FOR REPAIRADIOR
0 REPLACEMENT OF ANY UTILITY DAMAGED DURING CONSTRUCTION.
p - W {?^<?,y ?rou, o•wcxoal II Q II I Fn as nsnxm•?"uawe?PR MANHOLE
rorr II -I e e---e--e NCDOTltTD.1N .01 is srewowE THE CONTRACTOR SHALL USE EXTREME CARE WHEN WOWING
m N LINE-U- a NEAR ALL UIDERGROUNDAND OVERHANGING UTILITIES.
---? ---.-------? I III. Q 18TA.1 0 187-213-02
-- 0---------- 'M41 I J I GIBSON JAMES J 8 w-+r
II j I ea DEED: 09806-821 uunntuwcs
I oxxoart owe _ _ ?. ??I I Q ? ? I i 1228 7URNBRAIGE RD?
Y `---------'w?---
SEE SHEET 5 FOR THE 615
CULVERT PLANS
610 610
605 605
o dD 4D
600 HORMMffAL
o e w
ears
velmvL
595 595
-Tmr 7o
590 5"6
woIK m, DIG
0+50 0+00 0+50 1+00 1+50
STOP
1-800-632-4949
I-IA
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY CHARLOTTE-MECKLENBURG
DEPARTMENT STANDARD SPECIFICATIONS.
UTILITIES
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
TrNw JEFFERSON PHASE I
ib N& ??/y '"°.? eaw STORMDR41MGE
R
?VILKSON AN IMPROVEMENTPROJECT
6anrnRY btaMeabe aanpNash «'io°"p. ewe EHor. 1'•m GUILDBROOK RD
Vert 1 -I SANITARY SEWER
A Blm D PLAN k PROFILE
Mm LIH MN SA3 9AH t17N96 6'W o, tq Deb BY Rexbbn 81enwk DesgdBy Dme BY R EnP Mpewd By db W
CIABOA 1r
CONCRETE
35W RILL
Bj I {
N-k
I
e e • e___._.i LFO?FXOSTI?O °? J"?, W"N..i
SAINT A"7 ,r ea-
DEED:
V Ly 1309 BRwn, n.
12• MM
a ,r,.. b >rt WL.- - -PROP. 44LFOFCONM
tt -A Co PROP. TOP n ENCASEMENT a, a
S A.- Nip' OF BANK
16 "? a.'.
I PIPEUW nun um n xuic ,..
NILE a' _
CONCRETE ENCASEMENT aU
n mx
LF 'PC
®I e L
W77 _LfOFPC
DIP SANITARY BDYYBL
MAINTAIN
? e!e o
z??244 °..--ems
25LFOFIrPC36o a
DISS STA0+25
a PROPOSED
INL 1- 'w! NCOOT PqDl#1 Al
A?OHIB loos \ ( 2rO
1
A.
_08
S DAVID M I ms
WI
. 04105-
7 DR
SEE SHEET SR-4 FOR THE 1 I
STREAM RESTORATION
PLANS

I
EIDUNE41-

A•1,T7.8A M
- 183
It HAREN EDW
I
pu_22
DEED 1640
rh n.naaa 301 BROCK1
Fh x
.21
Fh +4..61227
e-e
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INE 42-
22:
?
t urm umw
i2 r'v a xvE • e,a,e
30L SOME
Far L

NOT ES:
S)
PLEASE REFER TO THE REPORT OF SUBSURFACE
I) CONSTRUCTION SHALL SE IN ACCORDANCE WITH INVESTIGATION PREPARED BYFROEHUNGe
- I I ( _ CHARLOTTE-ECKLENBURG UTILITY DEPARTMENT STANDARD ROBERTSON, MC.(F&RN FOR ALL SUBSURFACE

! SPECIFICATIONS. RECOMMENDATIONS. SOIL TEST BOPJNG

p -____ ______- LOCATIONS SHOWN ON PLANS ARE
.,
I 2) ALL CONTRACTORS WORKING ON CMUD PROJECTS ARE
REQUIRED TO OWN ACOPY OF THE DESIGN MANUAL AND
- APPROXIMATE, SEE FBR FILE NO. E63-94BG
DATED MARCH 31
2006

o
SHALL KEEPACOPY ON THE JOB SITE AT ALL TIMES. ,.
.
f SPLICE IN 30 LF OF PC - SANITARY SEWER LATERAI. LOCATIONS AM
350 DI SS SANITARY 2~LE I =1 NNE 3) THE CONTRACTOR04ALL VERIFY LOCATION AND DEPTH OF APPROXIMATE AND ARE SUBACT TO RELOCATION
SEWER LINE MAONT
EXISTING SLOPE 7?)
I ALL UNDERGROUND UTI.TTES PRORTOCONSTRUCTION. DUE TO FIELD CONDITIONS. ALL 4SANITARY
SEWER LATERALS SHALL HAVE A MIN. 1%SLOPE.
I REMOVE 37 LF6T
4)
SEWERLATERAL RLSHORNOT NDARD WART ISM, SUB RT.A
SHALL BE TO
T
E71fgAN09ADAAD8PMT1918 9UBPNLT P. AS AMENDED
10)
ALL PAVEMENT CUTS, CONf22ETE0RASPHALT,
7 REPLACED ACCORgNO TONCOOT AND
ARE TO BE
I e 620 _
BLPILENI?AL ROBERT OlARR7P e 37 rPC360DI 8
213• TODATE UDSTADA DS.
CM

CLAY PIPE6
DEED: 02739-019
1237 BROCK70N W DETWEILER NELS
DEED; 0379
ANY NECESSARY LANE CLOSURES SHALL FOLLOW
11)
THE CONTRACTOR B RESPONSIBLE FOR REPAIR
INSTALL 45 OFWPC ,a 1231 BROCKT (ONES OUTLINED N THE MANUAL OF UNIFORM TRAFFIC AND/OR REPLACEMENT OF ANY UTILITY DAMAGED
350 DI g
CONTROL DEVICES ANDDRCA.O.T. WORKAREA TRAFFIC
DURING CONSTRUCTION. THE CONTRACTOR MULL
A 8r SS
OF8'
- A•0,37 e
° - CONTROL HANDBOOK (WATCH) USE E.XTREJECARE WHEN WORKING NEAR ALL
6
L? u•ax '. • UNDERGROUND AND OVERHANGING UTSGES.
I
' mm u,uu ?,?,/ e) IF THE PROPOSED SEWER MAN IB INSTALLED WITHIN 1r IN

• aeFE em
' roBVrmc.eiau O ANY DIRECTION (VERTICALLY ORMORQONTALLY) FROM AGAS
ueu
a
- ro.

,
•
MAN,IHEN THE CONTRACTOR SHILL CALL THE
.?.+„? o
rFRgB A1E?
oBx
to, APPROPRIATE GAS COMPANY AND INFORM THEM.

S IJ2ED BY PFRMIVNENTLY
- 4 7) ALL DISTURSmARFASWRL BE TAB
ap.D21E -- J VEGETATING WITH SEED AND MULCH AS RECOMMENDED BY
THE PERMANENT SEEDING SPECIFICATIONS DUE TO THE
PROP.IB LF OF $/r remeo RESTRAINTS ON THE LENGTH OF IMPROVEMENTS ADIOR
DURATION OF EXPOSED DIS'TURBEDAREAS.
uSei,.eu" EINCASEMENT. \. m5°P au .Gamr
19
` t11• eoE $K WE a0E 1' ABM. O.YOIU t.
PROPOSED MANHOLE I uWUe?n ,,f{ Tn
1W or M . MI. -? END IN LINE -13-
m,lo re ;UJ. .14 ar x[xmr BT A•MW Fh x / I
e ieeruT-e-•--e.-e.?e? rA wEbiaae e
f?e?e I EXIST SEWER W
9EtnM rtt
STA. 0+45.00 LATERAL TO BE. +?r, a W.
NC
TIE IN EXISTING LINE DOTSTD.#1626.01 > 2.O?Exar I° it uawTx ?\ Z
r A? _
a TI N ; to
ean? ?
53
I
187-03-09
Ilb I I 187-213-10 ) oEa
RANTHAM VA
DEED: I BERGAMINO ROSS I
7500 DR a? ?I I 0 DEW: 0fO33 DRR2 Q Q
157- 3-11
IV +° I ?x / I KIRKLAND ALTER I
I
I I F; a ?? I j C, I X24 OfOL?

i
625 ------629
S
XL F1
29

r -- - 620
- -

All
r
a ------ LL

RA7P eee °
610. ro EW 3WJfT 610
w7eu

603 605

8 625 -
- --
effi r

_ R
w
r

-
r 010
NB r z z

?
010
MOVEn UFOF
nA
a
'C

805
W5
7E -- --

2, 00
NC ONECN
BEFORE YOU 010
STOP
I-wo-6Yl-1949
W UMM DANA
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
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CHARLOTTE-MECKLENBURG
UTILITIES
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
JEFFERSON PHASE 1
Jebxa fMNa STORMORAINAGE
PLAN eWe 1-2r IMPROVEMENTPROJECT
PlelrzJ V.w GUILOBROOKSWALE
,VOL '•'8 SANITARYSEWER
An BA Dale PLANA PROFILE
BrN a
M1m pIX TAS sAS eHM t784eH
w u5
yunraa SIT m~ft Rolla APpwwft Dow
.e raaA »a ,?D.e.ww
MATCHLINE SEE SHEET U-4
uaWr o u i i- \ I 'I I ? I
u w'RrcugR i o m''14- a III III
(D II 116.•
saw 1.
o
w•MO I i W. aim II 11 I I NOTES: _
SEE SHEET T FOR I )I
PROPOSED STORMWATER II I 1 1) CONSTRUCTION SHALL BE NACCORDWfEWIIH
mn L-1 ' a '' r 1 •„ i 1111 . •?y CH?ARLO?TTEMECIQENSURG UTILITY DEPARTMENT STANDARD
SLOCKAGE BACKWATER CONDITION INTO BINDING u u 1 P• eiR I I I 9 I I I -
Z
187-213 17 I ??4 V x) a1 COHmACroRB WORKING oN CMw PRaECrSAJiE
WITHOUT BACKWATBRVALVE REQUIRED TO OWN ACOPY OF THE DESIGN MANUAL AND SHALL
1 PLUG EXSf#gt VCP
- L ca ai n i I y, KEEP ACOPY ON THE JOB SITE AT ALL TMM
twonew
mom=
------------ ----
nReer Vawwnwae
eeKer Te,:exrwt
eenra
t -nww
Fww
BACKWATER CONDITION PREVENTED BY
BLOCKAGE BACKWATERVALVE
TYPICAL SEWER SERVICE REQUIRING
BACKWATER VALVE
NOT TO SCALE _
TYPICAL SANITARY SEWER somm BACKWATER VALVE STYLEL
SCREWCARS
-4 > na nwv
VALVE
TYPICAL BACKWATER VALVE INSTALLATIONS:
HOUSE
RAIMENT OR CRAWL SPACE
I ,. w INSIDE MANHOLE DEED. ' 046111 317 j I I I Y Z I mw
1210 BROCKTON I I I o Q1I _ 9) SMALL VERIFY
PRIORTOOO UCTK*LIH OF ALL
UND URLME mEO PRIOR TO aNS7 NBIRUC1aN. I I,
j , I. \ \ I jl 110 Jl1 UNDERGRO
8' 1
SPLICE 3600NIP?8AIFND?AAY I o 1I iIm II y 4) ALL SHORN08HALL BE IN ACCORDANCE TO OSHA
0 1••1 \ PC
fft2nF ?•? M I INSTALL UNDERGROUND 1 1 SEWER LINE TO AjI II®E 0 io'uwt TRENCHING STANDARDS PART 10n, SUOPMTP, AS AMENDED
___ ATYSEWERLINETD - i VAULSWITH BACKWATER 4 I I EXISTING MANHOLE I I i I TO DATE
,____ PROP TE m
E)wn I I? 4-PC 350D88 01.
VAVE .FIB II 0E)0010. MAKT E II Io 01 C NECESSARY LINE CLOSURES SHALL FOLLOW
MANHOLE \ I I I II GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
w\w\ i SLOPE TO PROPOSED FJUS71NG RE
I io•arcRRr CONTROL DEVICESADIOR CJ).O.T. WORKMFATRAFFIC
?`?P umaa°0wN0Pro III A l l I I CONTROL HANDBOOK MATCH)
a
FA 0.n 'MA°1dA i eunn vA"iK V ----1------ 11. I II 333 S) IF THE PROPOSED SEWER MAIN SI INSTALLED WITHIN I2' IN ANY
'0 II II I Up MAPU DIRECTION (VERTICALLY OR NORRONFALLY)FROM A OAS MAN,
FA wn-wo.a T ° R>, w cWC _ 11 I II THEN THE CONTRACTOR SWILL CALL THE
8T0. GM Goa C. YS.
. I • ` II APPROPRIATE GAS COMPNNMDNFORM THEM. -
-= -_ ---- 1
BEGIN CONSTRUCTION - ----'_----.-___ --_,_- I D II
- -? - - _' - _ -I ° n ALL DISTURBED WITH SEED M MULCH PERMANENTLY
Fwsnxo MANHOLE
VEGETATING
eu
`--'- awi-- ?,-_ _ 0- a7 ax - q)y B,I?iC w PERMANENT SEEDING SPECIFICATIONS DIE TO THE RESTRAINTS ON THE
•0µ - _-,- _--- '
U
a __--''_--_'--
? 'orx 1S' 'Y ie• ----- aA2 I I 0 I o THE LENGTH OF IMPROVEAQNTBMSINOR DURATION OF EXPOSED
PROPOSED - • tY Px I DISTURBEDNEA&
SA NCDOT STO. St 1 n?OF Mrw? exA
^ PROPOSED CONFLICT 350 DR SS r w arenas I IIFF°Ae?w a a•uuu S) PLEASE REFER TO THE REPORT OF SUBSURFACE
B'STEEL FA weals I IIFA .an. INVESTIGATION PREPARED BY FROEIILING&ROBERTSON,
Q w 21 BOX 80 OETPA. ENCASEMENT FA W- se N
III I c.(FMq,FORALL SUBSURFACE RECOMMENDATIONS. 500.
MUSLI YL 1RD3LLER aE'?196- STRUCTURE P I I II I TEST BORING LOCATIONS SHOWN ON PLANS ARE
I APPROXIMATE SEE FAR FILE NO. EBS3RSO DATED
7408 F09485 OR PROPOSED 1MANHOtLEE EXSTINO I I ON I I I MARCH SL 2006
j BPIbDE I NJ, S'
NCOOTSTD.S152A01 END CONiRII A 111 i o DIP
187-213-15 1 I I I? I TO S) SANITARY SEWER LATERAL LOCATIONS AEAPPROXIMATE ANDARE
SWEENEY GARY W 1 I I I SUBJECT TO RELOCATION DIE TO FIELD CONDITIONS. ALL 4'
DEED: 03891-9 I I- I #1 SANITARY SEWER LATERALS SMALL HAVE AMIN. 1% SLOPE.
r^? X1207 BROCKTON I I wd ll I 10) ALL PAVWENTCUTS, CONCRETE ORABRRALL ARE TO BE
t,J e r----------- Li- __ I 1 I I II 6 REPLACED ACCORDING TO NCDMANDCMWSFMS>MDB.
HOUSE YARDIVAULT INSTALLATION FOR
BUILDNIS BUILT ON SUB AND
OTHER LOCATIONS WHERE VALVE
CANNOT BE INSTALLED IN
BASEMENT OR CRAWL SPACE.
CBSO4AEIER BOX
OR BMSMBOXNA0.T
OFAPPROPRIATE 812E
TO ALLOW REGULAR
MAINTENANCE
NOTES:
1. INSTALLATIONS OF GREATEN THAN WIN DEPTH MAY REWSRE MANHOLE.
2. VALVES MIST BE INSTALLED NALOCATION ATWHICH THEY CAN BE.
CLEANED ANDSERVICED REGULARLY. _
BACKWATER VALVE INSTALLATION
a
w ws I I II 11) THE CONTRACTOR IS RESPONSIBLE FOR REPAIR MAd!
FrLewaataim 1 I) x REPLACEMENT OF ANY UTILITY DMAKi®DURING COISTIi1M110N.
WNC FA WT, ?II I II I THE CONTRACTOR SHALL USE EXTREME CAFE WHEN WORKING
I Rf...Y --- - TEAR NI UNDERGROUND AND OVERHANGING UTILITIES.
L IIII 1 II I
_ III I II
?_ I I I1
1 20 a
Ye PWJYx.}Yw.l
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i-BOD-W2-49/9
r D UMi Dune
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
CHARLOTTE-MECKLENBURG
UTILITIES
e„eerr? ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
J ft FSRNw JEFFERSON PHASE I -
so" STORMDPAINAGE
PLAN IMPROVEMENT PROJECT
PROFILE
V.L SANITARYSEWER
M Ik* DeY PLANAPROFILE
WKD RN SHIN SAS BIM 121@06 Biel
Bw"ofBN Dn"By DW BY PmOdap AW1w1\4BF DWI -
s
MCALUSIFA HARRY P
DEED: D4408-393
7400 FOLDER OR
III I (U -->v
95% SUBMITTAL 12-21-2005
Sheet Description Sbeet Number
Cevesheer 1
General Nola k Abbreviation 2
DromagBa.ear6Sehedre 3
Drainage Plans &PEoAW 4-9
Stream Reabntlen Demur SRI-M
Strum Reeraatlen Ptah dt Proma SR4-SR6
VagmtiroPraa VI
8trodmlDemW 8148111 CHARIOFTA ME
CamBaMoiDetalls CS1 ENGINEERING & PROPERTY
Trome Control Flow Tl-T4 MANAGEMENT
Erode* Control Flow -13U4MB
Utility Coordination Plus ....................,.UC1,UCt
w'?` n?,n Dl-US Construction Plans of Proposed
TOW shata.,,...... . S3
JEFFERSON PHASE 1 STORM DRAINAGE IMPROVEMENT PROJECT
PROJECT NUMBER: 671-01-005
N
rot° ?, Project Features:
Fairview Road, and
Oro Sardis Read THIS PROJECT CONSISTS OF: GRADING, DRAINAGE PIPE R STRUCTURES, PAVING, CONCRETE FLAT
WORK, CHANNEL IMPROVEMENTS, UTILITY RELOCATIONS & STREAM RESTORATION
K
V
I VICINITY MAP
NTS
Project Area
BENCHMARK
LOCATION
ALIGNMENT-E- ALIGNMENT-111-
He NORTHM EASTnO ELEVATION DESCRIPTION
1 e10380.2711 146nIa12M 62&10° MAONALWMABIER,SETIN PAVEMENT AT MW
O°LDma)DN ROAD
t 610146.31HR 14erM-MM 61x0/62 MAONALWAVABIELSETIN PAVEMENT AT
GORIER OF BROMON LANE 6 OUILDBROOK NOW
a 511250.3411" 14$=IAWt 6067207 MAONALWIWABIER,SETIN PAVEMENT AT
CORER OF BROCNToN LANE d PROVIDENCE ROAD
I
SHEET 6
ALIGNMENT-C-
ALIGNMENT-M
LOCATION MAP
NTS
p r= l? ? Ll 1:?` 15
AUG 16 2006
WETIA pBM- ST EEIUATER BRANCH
20061328
r ContractA41hnldielntloR
;L, 2
I"ibIRMPHIC SCAI~6
r . StornsWaterConiredion

Storm Water -PmjeetMunger
20 40 60
Plan VieTe.••.„ .. Landscape Management
276
3101 JOAN
HUMPHRIES
2 AO 40 60

?p/?/
1
AI
K
12
ALEIGH, NC C 2701
RA
R
[phone] HomProfile ..... storm WSW-Water Quaty
®
?
CK$o? Office L-atone: !6 ?S
aernmlalky Infiutrlehae consultants Nash C-11ne Gl gla
Vert PLroRk CDOT-Deeigo
S-th Caalina Florida
.... ._
?0 ?s CDOT-Tn(acCoMrd
4 2002 STANDARD SPECIFICATIONS Cross Section
......
CBII)

Existing prop" Line ----------------
Eatatingstracmra
PropaedEdgofPnment
Pena _
give StaheLine
EstatlgPuHkDrainage Emment? -
mxbftSankaE sowwEmment --------^-------.
-?e-:u-
-
Temporary Cen°netlenEsteemed ._ -e-e-e-
PemanentDnmage Entamt ---.-
unay Easement
ExisWIgGuLine...?...?...
. Existing Water Use ^-
ErirtlBBSnitary Sewer -•
•
Existing
Utility-
Falsting Undwground TelemmmunlcWom _
Existing Underground Electric
-
Existing Overhead EmBhte..,..•......?.
Saw Cat Line
Centatlneofchnnel -
EabtlagStormDainage.
Propose& Sterm Dmm.g
?ropo-"w dadl
Existing Tree (D
EaletlagShrub 9
E>ieWgSlp a

EabtlngWatwmekr M
[
Edrtlq Water Wtre X
Erb°n{Gas Valve u
Exkft Sanitary sewer Mnhok
proposed Sanitary Sewer Manhole
Existing Storm Drain Manhole
Proposed gkm Drain Manhole i
Proposed Junction Box
Rxkd- Telephone Manhole,
hgimed Telephone Manhole
Existing Electric Manh
Proposed Electric Manhole
Existing Catch
Proposed Pip Ping
Proposal Catch Batts
Proposed Yard lal
Proposed Double Catch Bain
Existing Light Pole
Proposed Light Pole
Existing Ud t role .0.
Guy Wire -C
Proposed UtOky Polo AD.
Iran IL 0
EuMmgFire Elydrnt -6-

Proposed }
Z3&Bft Yard
DabugeStructure Symbol
V
Tree Protection
Tree Removal >

Detail Reference ???
lll
tp
Cron Beetles Reference `--iS
Flow Direction Referoem
Proposed Cos
Proposed AephaN
Proposed Rip Rap Ditch ERE
Proposed Rip Rap
Proposed Pavement Removal
7' ProposedGned
. Proposed Modular Block
Bid Set N
APPROVED _
CITY ENGINEER DA
74
Z?
MANHOLE MNDAIDC01'Flt O G
NCOOTLD.S81S81 C
----------------
WAYBOTT. •s ? ??
b BN30
B CMU BOND SEW FLED IN
7000 PM PEA GRAVEL OROIITS _
(P)88ason. (nP.) 4
OBVERT. Ord Oa -PROVIDE - - 88VERT. Q{'dD.C. 6
7d00'1400110 TOP DRAINAGE STRUCTURE -PROVIDE 7d 00'
STEPS NCDOTSM HOOKS TOP
OOWELQEA.VERT-MATCH DETAILS"
SAND SMSCHEDULE POAIU(RW.)
FORLAPOTOPSSID.ST
TOP I 4.. HOOKS SOTT• ITYP.)OYP.) T , . I., I I GRotrrAmum
020.00 MANHOLE FRAME
- - - - - - - - - - - - -
14• 18QTdOG
EA WAY, TOP -
a BOTTOM
- - - - - - - - - - - - - - -
SECTION B-B
•
PLAN VIEW ism
MANHOLE N
tr-r N ? ss
b0 V47 1o G Y 00 O ( 0.47 ?
M 7
WAY - WAY SM.
0
TOP I B m
t b 0110 . .1 ?0190? 1
8'LSAOSOND BFAMFLID YS
7000 PM PFAOMYB.QRdRt
rBVERi.Ordaa•PROMOE - 08VERT.OrdD.C
88VERL Or-0'O.a . PROVIDE 7-0'88 S' CMU SOM SEAMPLED YW
7d8o'NO01(O TOP -PROMOE 7dR HOOKS TOP WIOESIRllCTUE 7000 PSIPEAORAVBOPOUIB
/?--DSIPFNPB NCDOTBN.
DOWEL QEAVE HED LE x00KO tw DOWEL AN MSCHWCN OOrSOBOTT.(IYP.)
DETNLBN.m
SIZE ORAP0 TSEE OP SC& Ett1E OIRLAN0 STD. W 88VERT. Ord O.C.
HOOK BOTT. P) r aluprP.l FOR LAP TO &
FOR LAP
STD. 7.0" or
F'
HOOKS BOTF.(TYP.I x00K 1( 0 GOTT1D.000 BOTT. (rtPJ NOOKO TOP
??i TOPI W W
e70m § m. 7 620.w 4 61 0
co
rr eordaa ra' n1 BEOIdoa '? . I Z 4 = J
EA WAY.
BOOM T ?a WAY, TOP
BOTTOM Z F r Q
18'-1P t9'•iC 0 W I?
LLOW
SECTION C-C JUNCTION BOX @ 1216 BROCKTON SECTION A_A a F 0
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? LANE -SEE SHEET 7 ? ?
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- - - -
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- -- ----------------- ------------------ ----------
24:1 NN. r DEPRESSOR
11 24:1 MM. s _ I
r F
ALLOPETIONE ° 34r 4W 4 Sw I I I D
1M1L?OAPILIS IOIMNCS OYER ?'?r ?\ a vARVeE ,1rILC0M
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FRONT VIEW TOP VIEW
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er aro
N.4BARS - ,• • • a r
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NN NBeeNE - C.°
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-=1 w ivr
Trro T ALLOWABLE
BIM CONCEIT
IAYSIOIE rO.OM. .? PLACEMENT
VMl T - rom M. •. a_ A. - NLCNAE,E
T-I--° CONSUL Jow
l29Q.INOHMK.OPEMNOFOR
PIPE a 31101W A4ACEIOBE
roM • • ad
FALLDAIDCINGIS D rnMt
.tEMIS rABatroPLACIDMEBACNO I
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,.,D•LBCONISI JI 9Q Br - -
ALL DIRECTIONS , 1zo.0
END VIEW '"•
,e NN. TM,"IFOM PO"ro /LL TP"%WM BA m
FRONT
DETAIL OF TOP MAT
MT•Or.JOxr
I. mg
Holm
r • T •B y
E N8181OSE$ FORCONOWMTHEWMMAFtE r
MAM 3
,.. TO 6Igl"UCOON N OFOEGTp ING1 SAM INLPER r. FOR 118CKOB W
TORE AKASANINTHERf,01E$ MHOFOANPBIFr. RCK7iFE1YIWNETOBEeU11N%11Exn91ENOeBIBICMMe
TO RMAIF ABSHOWN fOR ET1MtTrAeaFCaMIRLTON
L THE BOTTOM BW OFTIE BOX MWL BE A MNSAM OFe N THICK CLASS ACONLBE 7ENOHAREMLRQlD81EELM61OF021NNNFr. WNW z
MESH MAY BE IBFO N LEAN OF NfFL BARS PRCJDEO AWRAMOFO IN. PER Fr.ISMET. .__ [.
6
- S. FoBCONBfMICTONOFCATCH BNN LDCLASS MORIETIMICONCRETE SHILL BEUSED WITH PBMBMOSTEEL MMp18l 6, Oill"T"m
1: MORTAR SHALL BE TYPE 8ORM' pS
S. MOFeEEOTHESE ITEMS MAYWPRECMPRIOR TOINSTALLATION NLEIOFOEM CASTNNME IIEIBEOFPPJX'/BILMBNLLNRRSETE
THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SATISFACTORY NTMLATDIb AMWMDNWDRANODMORMFfJBTSTRU=F BFCR I? m
ADDITIONAL DETAILS ADBRfAGiC16 Zf
8. IENORCNOSTEM WALL INS DEFORMED AND SHALL CONFORM TOAMRO M31, GRAM BB VNMAIM 8144LL ONeIMMTOAIM"OM BAMUX". DETAIL "B"
i. "STRUCTURE DEPTH EMEMSar. METAL STEPS ARTOBEPLACEDONWILL 8ENEPDFNANONDOT=MAE.
D
B WHEN BBNT CURBW ro NACEAGTC"&BNNA RADRJB. TEFACE OTMMCORpMroOflEO"TMOBN?OIIIEOF
TRMllCBTgREMLNTE MOMe B eNLLOWTH OR LESS. SABALIGN YB 7MTFACE.TOPMVLLMRECMMLLeERECTMDUMMNBGAAMOfEOpf816 NMLGVB. _ NO. ty?
l1EBACK OFTE CATCH BASIN 1OP8NOlADP71d"TEINiNDNBFTFMB
S' D.C. TYP. S-IF
B SEEN'OOTSTO.BD.MDSATNG FOROETALOFELWDLEGBRMANOCCINt 0XINOMANNALT
HI. LETNOLES MAY MPLACED AS NECESSARY. ALL LIFTMOLM N THE LID MVLLMOIW1B781OTPMMMOOWIERO"OFTIENTMLATION
N. THIS COMIINCTRNEPoRTRCATCH SABERS SHALL NCIWETHE C09TOFWNMELOMLIN7EWBMDNOTNNQHIIMWTECOMTRUCBM U
OFTMSTFIL B OORVWMNKACEASMORN,NCLIM)MTBCtMAMOMELNMCOIVWM M7MWAMMOPEXiDODNS. r
Ftlil ilid. CWAOF'0 `J
0--n ?J
-j- z 17- g
FRONT v0i a w W
DETAIL OF BOTTOM MAT U w w a
ELONGATED THROAT CATCH IL 0 0 F-
1 BASIN @ BROCKTON LANE ' co a N
9 SCME:Xr.1• Roo,
' - VJ t? ^
0) T-
a
n
I
a
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11
V1--'"' ` 167-216•,2 aM1 _ ; ,? fl• ig ENDL
nu i b
1 GUILDSROOK j1 a / aura r> r i'/dn"1 / NOTES
/ AID
v,+"c / ya 1 1?\ ge r N% I. CONTRACTOR SHALL NOTIFY d
' ir,
COORDINATE ALL UTILITY
INTERRUPTIONS WITH ;. \ ?+ ?^ I ill
181.21611 11 ` ??j \?' rl CHARLOTTE MECKLENBURG \ 1\ i .4
4 1
I
4
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2. CATCH BASIN INSTALLATION -
1 ' 11 O 1 / I WILL REQUIRE 10 LF CURB
1 -01,_ "' 1;1 /'I(' ( p{ I_ r TRANSITION ON EACH SIDE OF `-, - - - -
11 1 1 UNEEt- 1 11 \ II I? I I ' THE STRUCTURE USING -CONCRETE
0
61 1 Pzaru?a 1 ; 11 dA E °'" / I I 1 j I I t •212-01 CMLD STO.10.29 TO TIE INTO
11 REPACEWH311F 41 111 / I I i VAI BORIs THESAWCUTCURB. -i_ U-11a --
-t- - - - - - -
1 1
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1339 FAA
1 ??1 1 t o 1 1j1 1 l o l / / 3. SEE SHEETS P1 FOR
_ TURNBRIQqE RD
1?1 @?0I11 REMOVE 6 ?LF II S ?4? MILLINGIRESURFACING LIMITS. OFVA "M \
i EE txoix 4. ALL RIM ELEVATIONS TO BE UNEft•
2W A. 11 I (r. I I REPLACED BACK TO ACTUAL r EXWI Re
-E w 1 1 EXISTING GRADE.
--- - E ""°" -
. IC \\ I i a I? I I, 1 5. CONTRACTOR TO PROTECT, J - Ia -
0@ I 1°I 1 1 / SUPPORT, AND MAINTAIN
1 t16u..'?" / - uwoa or ro I ?auo'r
SERVICE TO EXISTING WATER _ _ M?aa w
MAIN AND SERVICES. ENDLIN
PamECrMASONRY
28' W-
./ /wax / / JJ i i l II ?ua 1
( I III Prm1
II
I I 1e1-210-10
a I 1OEM. tOUlDBR001(AD
I
I r 115218 4,.f
11 ?. , , r?//r .RPa ./
OLD FARM
LINE - Et -
I' 11 1 l l 181 Door S. TREES AND BUSHES OUTSIDE MANJ f
1 tll %I II ll----TEMPORARY
-4"\V 1 CONSTRUCTION EASEMENT
I SIF SHALL NOT BE DISTURBED. I
111 NOT r. DO / LODEN1 YKMI tMAiAEL P I
\\ 11 Y• DEED: 11184466
1 11 II 1221 TURNBRIDOE RD I
ORPMEWAY
• 1111 III ? I
II
s t 11 III 1
I II II
187-21344
ft Qm N 9lc PORTER EARL F
BEEO:11284181 DEED:0820"11
?-?710TU RD I I ??F I I 1214 TURNBFJDOE RO
WIN 10 OF
Ha- e• - .tAxeON SIDE GTCN61&m.I I Z'
? ?Qry _-' ? p?48fpP j ? I .ey I
611 ! I l ( O
EITA 0400 b - -?
L6E•Ft- 11 f- I I l uv, e
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=12,
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GRAM WVyWN
15 y
2w m
REMDYEAR@11DE10LPOF f em .
r? cVv E xmtmlF
C1AD61D7614
I
III III I
ALL WORK ON THIS SHEET
SHALL BE COMPLETED
WITHIN THE RIGHT-OF-WAY '
o? w 40
Scolc I' - 26'
HORIZONTAL
a n 10
Scdc 1' - V
YtAROAL
161.21313 I
BOWER DANIEL 8
DEED: 01 -
1221 TURNBRIDW RO
187.216.12
SAVAS KEITH -
DEED: 09928-M
121STUMMMD EFW
TURNBRIDGE WEST
LINE - F1-

626 826

`
-
62D

616 616

- s
610 ---- 610
-- -

-6-06----- ------LKE
0100
NOTE:
ALL PIPE SLOPES COMPUTED FROM
CENTER OF STRUCTURE TO CENTER OF
STRUCTURE BY STATION CALL. PIPE
LENGTHS THEN ROUNDED TO NEAREST
FOOT.

kI ICI
f-
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eEerDTEa
A
- Oa PROPOSED
CATCHSASIN
?GroOYEJaaN
GROOVE "ITOR-
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aae
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SECTION A-A
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1 WITH CATCH BASIN TRANSITION
D1
NTS 5424 GUILDBROOK RD (SEE SHEET 4)
GEE 140M3

::..; A-?-I
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IIIIIIIIIIIIIII VAB"CURS

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tar
1
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PLAN VIEW
4
rd
VANEB?
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ORME
77
SECTION A-A
CUSTOM RESIDENTIAL DRIVEWAY
3 WITH CATCH BASIN TRANSITION
D1 NTS 1131 TURNBRIDGE RD (SEE SHEET 6)
4
NOTES:
aeexDTEa 1. ALL CONCRETE TO BE 3800 PSI
t •'-?,:
A? 2. ALL CURB OR CURB AND GUTTER AND
SIDEWALKS ARE TO REMOVED TO THE
TRYJSNDNCURIA D NEAREST JOINT BEYOND NEW
1 LNRTERTOVAIEEYCUIB CONSTRUCTION OR CUT WITH A SAW AND
aEBela 10.10
REMOVED. SAW CUT OR JOINT TO BE f
PERPENDICULAR TO EDGE OF EXISTING
PAVEMENT. CMLD STD. N0.10.17FOR
-aaoovE Jaxr JOINT DETAIL. O
`N
. OPOSEGamaN? 3. PAY LIMITS FOR WORK DONE UNDER CITY Y 4
aROavEJOwrDR PRPROPOSEDCUSTOMIx OF CHARLOTTE CONTRACTS ARE FROM / 1 f
-T-JOINT EXPANSION JOINT TO EXPANSION JOINT u
AND BACK OF CURB TO BACK OF
TRANSIPIONVALLEYCURB DRVEWAY. oY
TOCmAID (IIIIIIIIIIIIIII IIIIIIIIIIIIIII' ALL DRIVEWAYS MUST MEET THE
I.MATCH E NOWDTH rT -{ veew.JaeR aa? CURRENT CITY DRIVEWAY REGULATIONS
AND NCDOT REQUIREMENTS FOR
A
SPACING. SIGHT DISTANCE AND OFFSETS
PLAN MEW FROM PROPERTY LINES AND
INTERSECTIONS.
ra
VANES vAn
r
REnaaroaNNxAL GINNIEy
SECTION A -A
CUSTOM RESIDENTIAL DRIVEWAY
2 WITH CATCH BASIN TRANSITION
D1 NTS 5316 GUILDBROOK RD (SEE SHEET 5)
?a
BEE NOTE]
..
O PROPOSED
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D1 NTS 1215 BROCKTON LN (SEE SHEET 7) a 0 UJ
LL t; 0
uj W
., - I - e2e 48T-21 _1---
_ - •?? -HBREN WA11?
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r r
I r

NOTES:
1. CONTRACTOR SHALL NOTIFY AND
COORDINATE ALL WATER 8 SEWER
INTERRUPTIONS WITH CHARLOTTE
MECKLENBURG UTILITIES.
2. TREES AND BUSHES OUTSIDE
TEMPORARY CONSTRUCTION EASEMENT
SHALL NOT BE DISTURBED,
D
S. CONTRACTOR SHALL SHORE TRENCH AS
SDE NECESSARY TO PREVENT DAMAGE TO
EXIST STRUCTURE FOUNDATIONS.
P TBLEPHON
4,
CONTRACTOR La
J PTESTAL
1 PROTECT PROTECT SEWER LINES R LATERAL ER
ERAL
O a
SERVICE LINES FROM DAMAGE DURING
HEADWALL SWALEEXCAVATION &GRADING.
5. ALL SANITARY SEWER SERVICE /U
., LATERALS ARE NOT SHOWN ON PLANS.
6. EXISTING FENCES WITHIN THE S c
TEMPORARY EASEMENT AREA SHOULD c
BE REMOVED ONLYAS NEEDED FOR . 6
POSED INL ET CONSTRUCTION. FENCES ARE TO BE
GRADING REPLACED BACK TO ORIGINAL LOCATION.
FENCES ALONG CHANNEL SHOULD BE
REPLACED ALONG THE TOP OF THE
RIPRAP CHANNEL
T. CONSTRUCTION FOR THIS SHEET SHALL
BE ACCESSED THROUGH 1228
TURNBRIDGE ROAD AND 1215 BROCKTON
LANE.
)
SEE SHEET 7 FOR THE
- BROCKTON LN PROPOSED
CLOSED SYSTEM

m
N
G
0? 20 40
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SMK I' . S' m
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NOTE: w w w co 0
ALL PIPE SLOPES COMPUTED FROM 0 _ Q
CENTER OF STRUCTURE TO CENTER OF LL LL R N a
STRUCTURE BY STATION CALL PIPE
LENGTHS THEN ROUNDED TO NEAREST
FOOT. -
to ?p
T
STATION EQUALITY:
LINE -B1- 4+72 =LINE -G1- 0+00 ?lbc bEn
187.21328
SEE SHEET 5 FOR THE\ '-i ° JAMESMR
-
GUILDBROOK CULVERT = I 1331BROCKTONLN
II
M
IMPROVEMENTS LOWERED. RIM OF EftLWO
ppj
l
ROCRO88REIR RE LEGRA E ROOT WAD Tum"AO' EIPENA M curnmEEUN0IEE
H ODRDiOL 10 3 d?amo °
SEE DETAL SEEDETAL EEEDETAL CfM STD. 30.14 SEEDUAL
CKNOMPLUG LoOWE ® ROCKCRONVA7PAUflE
GRADE CTRL ROCK STEP POOL
E 1 H
A T BTAdROAREA
EEEDETAL BEEDETAL BEEOEFAL BEEOEfNI
I
GUILDBROOK CROSS3ECTIONS
i
2. LINE ALL CHANNEL BANKS WITH
' EROSION CONTROL MATTING
/ PER SPECIAL PROVISIONS.
UNROLL THE MATTING SUCH
THAT IT REACHES
OF* OF. ?j APPROXIMATELY 9.0' FROM
TOP OF BANK.
3. CONTRACTOR TO COORDINATE
WITH HOME OWNERS FOR
-- , i' PERMANENT DOG
CONTAINMENT FENCE
J ip REQUIREMENTS. S
(A 4. IF EXISTING SEWER LATERAL IS
?(1• ENCOUNTERED ON LOT FOR O
1323 BROCKTON LN, RELOCATE
p 1 AND LOWER APPROX. 50 LF OF Y
r " 4- DIP, CLASS 350, IF
NECESSARY. u
f/ 5. PLACE SAFETY FE NCEAROUNDOY
ALL SEWER MANHOLES AND
if u m / TELEPHONE POLES, PLACE 950 s [
i
s I
e LF OF SAFETY TAPE ACROSS
BACKYARDS ALONG
END UN I TEMPORARY CONSTRUCTION
I I STAR EASEMENT LINES.
/
Fhw 8. ALL SANITARY SEWER SERVICE
r r I LATERALS ARE NOT SHOWN ON
f f PLANS.
T. TREES AND BUSHES OUTSIDE
TEMPORARY CONSTRUCTION
/ EASEMENT SHALL NOT BE
SRI DISTURBED.
87219-08
l ! / 041105-M 8. CONTRACTOR SHALL NOTIFY
DEED: 75M FOLGER DR AND COORDINATE ALL WATER 8
SEWER INTERRUPTIONS WITH
CHARLOTTE MECKLENBURG
UTILITIES.
y 9. CONTRACTOR SHALL SUPPORT
d PROTECT SEWER LINES E
i LATERAL SERVICE LINES FROM
DAMAGE DURING SWALE
EXCAVATION d GRADING.
r \ 10. CONSTRUCTION FOR THIS
SHEET SHALL BE ACCESSED
THROUGH 1228 TURNBRIDGE p
SEE SHEET SR-5 FOR LANE AND 1215BROCKrON
CONTINUATION FOR THE RF
GUILDBROOK SWALE
IMPROVEMENTS
625
620 m
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CHARLOT1E81ECNLENBUR0 Uf1UTY DEPARTMENT STANDARD ROBERTSON, NC.(FBRA FOR ALL SU,
I I - SPECIFICATIONS.. RECOMMENDATIONS. SOL TEST BQ.
LOCATIONS SHOWN ON PLANS ARE
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--? REQUIRED TO OWN ACOPY OFTHE DESIGN MANUAL AND DATED MARCH 31, 2WS.
SHALL KEEP A COPY ON THE JOB SITE AT ALL TQEB. 9) SANITARY SEWER LATERAL LOCATIONS
3) THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF APPROMMATE7E AND ARE SUBJECT TOR
I sr nc
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MUSE, CHERYL ROLLER
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tt
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NOTES
MATCHLINE STA. 3+87 SEE SHEET 7 1. CONTRACTOR SHALL NOTIFY AND
-------------------- -- COORDINATE ALL WATER 6SEWER
( 77- INTERRUPTIONS Wm1CHARLOTTE
I Try ,I / !? I {? r 0 (D MECKLENBURGUTILmES.
te?21316 I I -j I '?' //??`'2 TREES AND BUSHES OUTSIDE TEMPORARY
I I • I .f / / IIi I ! °a? CONSTRUCTION EASEMENT SHALL NOT BE
ELL EED: 09791- gg 1 ` DISTURBED. .
1BROaRON
Ir j ?/ ?' : •? - / 3 SEES.EETP-1 FOR MILLINGIRESURFACING
LIMITS
0ep a I0 1 -ndareico?lyr: 181.214.19
i ff r l /'I I / I IIEPPLAC CE ENIIII141E rytA - 4. ALL RIM ELEVATIONS TO BE REPLACED
?/ / / I h I OF3CRTi0Z2NV p , BACK TOACTUAL EXISTINGGRADE.
SPLICE IN 30 It OF PC iiO -T
tf`?s 1R1R?9 NN{! t
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ALL PIPE SLOPES COMPUTED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE BY STATION
CALL. PIPE LENGTHS THEN ROUNDED TO NEAREST
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