20060202 Ver 1_COMPLETE FILE_20060206

O?O? W A T ?
o c
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
March 20, 2006
DWQ# 06-0202
Mecklenburg County
Mr. George Jones
Charlotte/Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Subject: Briar Creek Sewer Relief, Phase I
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Jones:
You have our approval, in accordance with the attached conditions and those listed below, to impact
625 linear feet of Briar,Creek (130 linear feet are permanent) and its tributaries in order to construct a sewer
line in Mecklenburg County, as described in your application received by the Division of Water Quality (DWQ)
on February 6, 2006, and subsequent information on March 10, 2006. After reviewing your application, we
have determined that this project is covered by Water Quality General Certification Number 3374, which can
be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certification allows you to
use Nationwide Permit Number 12 once it is 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:
All wetlands, streams, surface waters, and riparian buffers located on the project site where impacts are not
allowed shall be clearly marked (example- orange fabric fencing) prior to any land disturbing activities.
2. 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.
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.
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.
Noe Carolina
?tura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
5. Continuing Compliance. The applicant (Charlotte/Mecklenburg Utilities) 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 of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
1
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Central Files
Laurin Kennedy, CDM
File Copy
-- 1 `viA

Triage Check List
Date: 2/09/06 Project Name: Briar Creek Relief Sewer Phase I
DWQ#: 06-0202
County: Mecklenburg
i
Alan Johnson, Mooresville Regional Office
To:
60-day Processing Time: 2/06/06 - 4/06/06

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!
CDM
301 South McDowell Street, Suite 512
Charlotte, North Carolina 28204
tel: [phone]
fax: [phone]
20060202

February 3, 2006
Mr. John Dorney
North Carolina Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260

Subject: Charlotte-Mecklenburg Utilities
Briar Creek Relief Sewer - Phase I
Pre-Construction Notification for Nationwide 12/GC 3374
CDM Project No. 1363-47842
Dear Mr. Dorney,
Charlotte-Mecklenburg Utilities proposes to construct a new sewer along Briar Creek in
Mecklenburg County. The Briar Creek Relief Sewer is needed to increase capacity in the
sewer system to minimize system surcharging and overflows. The overall project is being
designed and constructed in three separate phases, and this application addresses only Phase I.
Phase I of the Briar Creek Relief Sewer project involves the installation of approximately
23,500 lineal feet of 72-inch and 60-inch pipeline. The project will begin just south of Monroe
Road and follow Briar Creek downstream to west of Park Road. Briar Creek will be
temporarily impacted by installation of the sewer pipe across Briar Creek and its tributaries at
13 locations. In addition, four existing aerial sewers crossing Briar Creek or its tributaries will
be removed. No wetlands will be impacted by this project.
Please find enclosed seven copies of the Pre-Construction Notification Application for the
project and a check in the amount of $475 for the permit fee. If you have any questions, please
contact me at [phone].
Very truly yours,
Laurin ennedy, P.E.
Camp Dresser & McKee
c: George Jones, CMUD (w/ attachments)
File 310 (w/ attachments)
VABriar Creek ReliefTermitting\401 & 404\BCRS DWQ coverltr.doc
consulting • engineering • construction • operations
r

Office Use Only: Form Version March 05
j 2 0 0 60 2 0 2
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1.
II.
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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide 12/GC 3374
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: ?

1. Owner/Applicant Information
Name: George Jones
Mailing Address: Charlotte Mecklenburg Utilities
5100 Brookshire Blvd
Charlotte NC 28216
Applicant Information
Telephone Number: 704-391-5133 Fax Number: 704-398-9180
E-mail Address: [e-mail]
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: Laurin Kennedy
Company Affiliation: CDM
Mailing Address: 301 S. McDowell St. Suite 512
Charlotte NC 28204
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 14
II][. 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: Briar Creek Relief Sewer - Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A (linear project)
4. Location
County: Mecklenburg Nearest Town: Charlotte, NC
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The proposed Briar Creek
Relief Sewer - Phase I project (the first of three phases) begins just south of Monroe Road
and follows Briar Creek downstream west of Park Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.) See Attachment B
Decimal Degrees (6 digits minimum): ON °W
6. Property size (acres): Phase I of the Briar Creek Relief Sewer project involves the
installation of approximately 18,000 lineal feet of 60-inch sewer and 5,500 lineal feet of 72-
inch sewer.
7. Name of nearest receiving body of water: Briar Creek
8. River Basin: Catawba
(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: The project site is located in a developed, urban area that
consists primarily of residential and commercial land uses.
Page 6 of 14
10. Describe the overall project in detail, including the type of equipment to be used: Charlotte
Mecklenburg Utilities (CMU) proposes to construct a new sewer along Briar Creek in
Mecklenburg County. The overall Briar Creek Relief Sewer project includes the installation
of approximately 10.8 miles of 12-inch to 72-inch pipeline and will be separated into three
construction contracts and will be phased over 10 years. This permit application is for Phase
I of the Briar Creek Relief Sewer project which includes installation of approximately
23,500 lineal feet of 60-inch and 72-inch sewer from south of Monroe Road along Briar
Creek to west of Park Road. Construction equipment will include track hoes, trucks, paving
equipment and other trenching and excavation equipment.
Explain the purpose of the proposed work: The Briar Creek Relief Sewer - Phase I project is
needed to increase capacity in the sewer system to minimize system surcharging and
overflows. No new service area is being added as part of this project; however, the increased
capacity as a result of this project will allow the build-out population of the Briar Creek
sewer shed to be served by the sewer system. The service area is expected to increase in
nooulation by approximately 14 percent by 2030, the year the service area is expected to
reach the built-out level.
IV. Prior Project History
V.
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. No 401/404 permits have been 'previously requested or issued for this
project
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.
This hermit represents the first of three phases of work on the overall Briar Creek Relief Sewer -
Phase I project The other two phases will be designed permitted, and constructed separately.
An Environmental Assessment has been approved for the overall project (all three phases). The
other phases will be permitted and constructed at a later date.
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. Each impact must be
Page 7 of 14
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: The proposed impacts include
the installation of sewer pipe across Briar Creek and Tributaries of Briar Creek at 13
locations. In addition four existing aerial sewers crossing Briar Creek or its tributaries will
be removed. No wetlands are impacted by this project.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
cPnnrately lict impacts clue to both stnicture and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A - 0 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Page 8 of 14
Stream Impact Perennial or Average Impact Length Area of
Number Stream Name Type of Impact Intermittent? Stream Width (linear feet) Impact
(indicate on ma) Before Impact (acres)
Excavation, Installation
j UT of Briar of 72-inch pipe,
1
Creek
restoration of original P 15 40 0.014
banks
Excavation, Installation
2 Briar Creek of 72-inch pipe, p 40 40 0.037
restoration of original
banks
Remove existing 10-
3 Briar Creek inch aerial sewer that P 30 25 0.017
crosses the Creek,
restoration of banks
Excavation, Installation
4 Briar Creek of 72-inch pipe, P 25 40 0.023
restoration of original
banks
Remove existing 8-inch

5
Briar Creek aerial sewer that crosses
P
30
25
0.017
the Creek, restoration of
banks
Excavation, Installation
6 Briar Creek of 72-inch pipe, p 40 40 0.037
restoration of original
banks
Excavation, Installation
7 Briar Creek of 72-inch pipe, P 20 40 0.018
restoration of original
banks
Excavation, Installation

8 UT of Briar of 12-inch pipe,
P
10
40
0.009
Creek restoration of original
banks
Excavation, Installation
9 Briar Creek of 60-inch pipe, p 25 40 0.023
restoration of original
banks
Excavation, Installation

10 UT of Briar of 60-inch pipe,
P
15
40
0.014
Creek restoration of original
banks
Remove existing 27-
11 UT of Briar inch aerial sewer that P 15 25 0.009
Creek crosses the Creek,
restoration of banks
Excavation, Installation

12
Briar Creek of 60-inch pipe,
P
20
40
0.018
restoration of original
banks
Page 9 of 14
Excavation, Installation
13 UT of Briar of 60-inch pipe, p 10 40 0.009
Creek restoration of original
banks
Remove existing 27-
14 UT of Briar inch aerial sewer that p 10 25 0.006
Creek crosses the Creek,
restoration of banks
Excavation, Installation
15 Briar Creek of 60-inch pipe, p 25 40 0.023
restoration of original
banks
I
Excavation, Installation
16 Briar Creek of 60-inch pipe, p 35 40 0.032
restoration of original
banks
Excavation, Installation
17 Briar Creek of 60-inch pipe, p 20 40 0.018
restoration of original
banks
Total Stream Impact (by length and acreage) 625 0.324
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)
N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.324 (temporary impact)
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.324 (temporary impact)
Total Stream Impact (linear feet): 625 (temporary impact)
Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Page 10 of 14
8. 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
Current land use in the vicinity of the pond: N/A
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. The sewer was designed to
cross streams at near-perpendicular angles. After construction, disturbed stream banks will be
restored to their original contours. Rip rap will be placed below the high water mark, and stream
banks above the high water mark will be revegetated with woody plantings.
VIII. Mitigation
i
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
Page I I of 14
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newet]ands/strmaide.html.
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.
Disturbed stream banks shall be restored to their original contours, and all pipelines shall be
installed in compliance with the Nationwide No. 12 conditions (with the exception that
because of the width of Briar Creek, the sewer will contain joints across the stream). Stream
banks above the high water mark will be reveizetated.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five 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)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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 ?
Page 12 of 14
3. 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 ? See
Attachment C
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", 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.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 N/A 3 (2 for Catawba)
2 1.5
Total I I I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A - The project will not affect impervious
area because the entire sewer will be installed underground and beneath stream beds. No
impervious area will be added as part of this project Pavement on existing roads or parking lots
that are damaged during construction will be repaired to original condition.
Page 13 of 14
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.
Wastewater flow generated from the proposed project will be conveyed by this relief sewer and
the existing collection system to CMU's existing Sugar Creek WWTP, where it will be treated
and discharged.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This project will not expand the existing wastewater treatment service area. The project
addresses wet-weather capacity inadequacies in the system. The increased capacity as a result of
this project will allow the build-out population of the Briar Creek sewer shed to be served by the
sewer system. The service area is expected to increase in population by approximately 14
percent by 2030, the year the service area is expected to reach the build-out level.
i
XV. 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).
NIA
3/v 6
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
Attachment A
USGS Topographic Map/Vicinity Map
Locations of Stream Crossings
topo:one
co" 'DAF= MW a to aft k
0 a b 8 10 k m L:
t?
a 5 cog pal -- r . 13
G=0.11
Figure 1
Briar Creek Sewer Improvements Vicinity Map
UTM 17 517359E 3892971N (WGS84/NAD83)
- - ,. N 1 - ROBE _- l
A -?
O
H + DR N N
i
No. 15
_ 9 O No.Iaer Q
RADCLIFFE
P N
10 11 ?'R0 _lD NICE
No:1
O
t ?
mN ?: CoLONy
N .7
No. 5 N?.
0.4
?l
No - JN .2
.
Legend
No.
PROPOSED BRIAR CREEK RELIEF SEWER
EXISTING SEWER
- - \\ - CREEKS & STREAMS
U SUGAR CREEK WWTP
- INTERSTATES
q STREETS
v
? ---- O BRIAR CREEK BASIN
Figure a
Locations of Stream Crossing,
Attachment B
Latitude and Longitude for Stream Crossings
Stream Crossing Approximate Latitude and Longitude
1 Latitude 35° 09' 31"
Longitude 80° 50' 54"
2 Latitude 35° 09' 37"
Longitude 80° 50' 46"
3 Latitude 35° 09' 45"
Longitude 80° 50' 35"
4 Latitude 35° 09' 46"
Longitude 80° 50' 34"
5 Latitude 35° 09' 52"
Longitude 80° 50' 30"
6 Latitude 35° 09' 52"
Longitude 80° 50' 30"
7 Latitude 35° 09' 51"
Longitude 80° 50' 28"
8 Latitude 35° 09' 50"
Longitude 80° 50' 27"
9 Latitude 35° 10' 27"
Longitude 80° 49' 59"
10 Latitude 35° 10' 51"
Longitude 80° 49' 38"
11 Latitude 35° 10' 51"
Longitude 80° 49' 38"
12 Latitude 35° 10' 57"
Longitude 80° 49' 18"
13 Latitude 35° 11' 09"
Longitude 80° 49' 01
14 Latitude 35° 11' 09"
Longitude 80° 49' 01"
15 Latitude 35° 11' 24"
Longitude 80° 48' 54"
16 Latitude 35° 11' 42"
Longitude 80° 48' 46"
17 Latitude 35° 12' 08"
Longitude 80° 48' 42"
Attachment C
SEPA Approval Documentation
JUi9-L.-LUU4 I i : is l`KUM- - 7-970 P.002/005 F•-051
ctalY
?0 G North Carolina Department of Envkonrnentuanud Naatural Resources
Alan W. Klimek, P.E. Direcior
(] .? Division of Water Quality
October 15, 2002
Ms. Kelly Reiser Boone
Camp Dresser & McKee
5400 Glenwood Avenue, Suite 300
Raleigh, NC 27612
Subject: Charlotte-Mecklenburg Utilities Brier Creek Sewer System Improvements
Dear Ms. Boone:
The NC Environmental Policy Act review for the subject project is complete, Refer to the attached letter
from the Department of Administration. No comments were received during the course: of the State
Clearinghouse review.
i
Charlotte-Mecklenburg Utilities may now proceed with permit applications covering activities associated
with this project. The applications should be consistent with the Finding of No Significant Impact issued
by the Division of Water Quality on August 27, 2002 (attached).
If there is anything I can assist you with, please give me a call at 919.733.5083 ext. 555.
Sincerely,
J. 'Todd Kennedy
NC Environmental Policy Act Coordinator
Attachments
cc: Kim Colson
John Domey
Dave Goodrich
Steve Zoufaly
Rex Gleason
Reader File
,t;su?
A??
N C. Civislon of water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] NCUE
Customer SBrvicL
1 600 623-7748
JLIN-2:-1004 11:10 FR01,1-
.y?1.
Forth Carolina
Department of Administration
Michael F. Easley, Governor
October 14, 2002
Mr. Todd Kennedy
NC PEI-1NR, Div. of Water Quality
Parker-Lincoln Building
1617 MSC;
Raleigh, NC
T-970 P 003/005 F-051
Gwyiua T. Swinson, Secretary
Deai-;Mr. Kennedy:
Re: SCH File # 03-E-4300-0073: Environmental Assessment./Finding of No Significant Inipact;
Charlotte-Meclclenburg Utilities - Proposed Improvements to the Briar Creels Sewer System;
10.8 miles of Sewer Lines and a 68 MGD Pump Station at Sugar Creek WWTP
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
No cominenis were made by any state/local agencies in the course of this review. Therefore, no further
environmental review action on your part is required for the compliance with the Act,
Best regards.
Sincerely,
Ms. Cloys Baggctt
E-nvirotunental Policy Act Coordinator
cc: Region F
Mailin„Addrzts: Tdlcrphone: (919)807225
1302 Mail Servicc Ccnter FIX {919)i33-9.571
R?Icigh, NC .7699-1302 State Courier n51.01-UU
C-Mr,H Cris UQ(ge fi ,n email. net
An Fgrial Opporrunt r),mfj rmurivc, Icrlon Fmp/pyt r
Loaurion Addrr.s:
I IC, WCSt luncs strCet
Raleigh, North Corulino
JUN-25-2004 11:20 FROM-
FINDING OF NO SIGNIFICANT IMPACT
T-970 P. 0041005 F-051
ENVIRONIVLENTAL ASSESSEiVIENT FOR THE 13RIER CREEK SEWER S'YS ovi
IMPROVEMENTS, MECKLENBURG COUNTY
August 27, 2002
Project Applicant: Charlotte-Mecklenburg Utilities
Project Number: SCH 02-E-4300-0374
DWQ 4 13101
Responsible Agency: NC Depanment of Environment and Natural Resources
Division of Water Quality, Water Quality Section
Pursuant to the requirements of the North Carolina Environmental Policy Act (N.C.G.S, § 1 13A-1, er
seq.), an environmental assessment (EA) has been prepared for sewer system improvements along Brier
Creek in Mecklenburg County. The project includes approximately 10.8 miles of 12- to 60-inch relief
and replacement sewer, a 68-MGD wastewater pump station, and some rehabilitation of the existing trunk
sewer along Brier Creek. The proposed improvements will increase capacity in the system to minimize
system surcharging and overflows and will accommodate build out of the service area. The project will be
phased over a 10-year period.
The existing Brier Creek sewer system has experienced increased wet-weather flows that have resulted in
system surcharging and overflows. Four alternatives and the no-action alternative were considered as pry:
of the EA process. The four alternatives included (1) off-line flow equalization storage facilities with
relief and replacement sewer, (2) wet weather pump station and force main with relief and replacement
sewer, (3) single replacement and/or relief sewer, and (4) priority area or comprehensive collection sewer
rehabilitation. A single replacement and relief sewer with a receiving pump station was chosen as the
preferred alternative based on cost-effectiveness, reliability, operation and maintenance, cnvircnmental
impacts, and overflow reduction. The preferred alternative would remove four existing aerial sewer
crossings and has been designed to provide capacity for wet-weather flows at build out.
In recent years, the Mecklenburg County Department of Environmental Protection has observed high
levels of fecal coliferm bacteria in Brier Creek. This project wiil help improve water quality in the area by
aunrrruzing sewer overflows, a source of fecal coliform.
The proposed improvements begin upstream of Quiet Cove Court and follow Brier Creek downstream to
the existing Sugar Creek Wastewater Treatment Plant in west Charlotte, An expansion of the plant is not
planned in conjunction with this project. The proposed 68-MGD pump station will be constructed at the
existing Sugar Creek Plant to receive wastewater from the 14,000-acre Brier Creek service area. No new
service area is being added as part of [his project.
The Brier Creek service area is located in the Catawba River Basin and is under the local government
jurisdiction of the City of Charlotte. The project applicant, Charlotte-Mecklenburg Utili[ies, is a joint
city-county public water and wastewater utility. The proposed sewer is routed through t primarily
residential areas with pockets of commercial and light industrial-developmerrt. The Brier Creek service
area is nearly built-out. Most of the remaining development will occur as infill development and
redevelopment.
JUN-25-2004 11:20 FROM- 7-970 P ,D05/005 F-051
Brier Creek,
Page 2
The sewer system has been routed to avoid several wetland areas and the Isaac NEviLon Alexa,ider Nlill
Ruin, a site of historical importance. Sewer pipeline will be installed using typical cue and cover methods.
The pipeline will cross a wetland located off Tyvola Road and Brier Creel- at 14 locations, temporw-fly
disturbing less than one acre. At stream crossings, the pipelines will be installed at angles as close to 90
degrees as possible. Minimal, temporary impacts to aquatic species and habitat will occur due to stream
diversion and trenching at stream crossings. Riprap will be placed below the high water stage. There are
no records of known rare, threatened, or endangered species in or within 1 mile of the project area.
Disturbed areas will be restored to original contours and banks will be revegetated with woody plantings.
The wetland site will be restored after sewer installation.
Approximately 5 to 7 acres of previously disturbed woodland will be cleared. Tree removal has been
minimized due to installation within or adjacent to existing roads and right-of-ways. Clewed areas will
be revegetated with wildlife-friendly herbaceous species. Construction will be required to follow a state-
approved Erosion and Sediment Control Plan. Buffer zones will only be disturbed at the sircam
crossings. Temporary construction-related noise and air quality impacts would be minimal.
Since the proposed improvements will accommodate build out of the service area, secondary and
cumulative impacts associated with new development may result from the project. However, the Brier
Creek service area is nearly built-out and most of the remaining development will occur as infrll
development and redevelopment. The existing service area is expected to increase in population to build
out by 2030 (approximately 14%). No new service area is being added as part of this project. Any
impacts related to new development induced by the project will be mitigated to a level of insignificance
through measures implemented in Charloite. Naturally vegetated buffers, ranging in width from 35 feet
to 100 feet depending on the size of the drainage basin, are protected by city ordinance. Brier Creek
requires a 100-foot buffer. These buffers will help protect stream stabilization and restoration projects
along Brier Creek, and stream channels from future development impacts. In addition, ocher local
programs will mitigate impacts including water quality monitoring, stream restoration, floodplain
restrictions, storrnwaier ordinances, voluntary water conservation, and a reclaimed water program. These
measures are described in more detail in the EA.
The Division of Water Quality has concluded that the proposed project will not result in significant
impacts to the environment. This decision is based upon information provided in the EA and review by
governmental agencies. This EA and Finding of No Significant Impact (FONSI) are prerequisites for the
issuance of a Non-Discharge permit and 401 Water Quality Certification by the Division of Watcr
Quality. An environmental impact statement will trot be prepared for this project. This FONSI completes
the environmental review record, which is available for inspection at the State Clearinghouse.
North Carolina Division or Water Quality
August 27, 2002
NOV-21-2005 02:14PM FROM-
T-710 P 0021002 F-0V

North Carolina Dep==t of £nVi==t and 2ts Ir tl IicstnIrces
Alan VV- Mn2l;, P1i. `I'n-r!^1
28 October 200$
Ms. Kelly Boon, P.B.
CDM
5400 Glenwood Avenue, Suite 300
Raleigh, NC 27612
Subject CMU Brier Creek Seaver System Improvements Project, DWQ #13101
Dent Ms. Boone:
The Division of Water Quality (DWQ) has reviewed your 24 October 2005 correspondence (attached for
refmv ice), writtca on behalf of the Charlotte-Mecklenburg Utilities CMU), mga diL ig the subjeci. sL
An Environmental Assessment (S.A.) was prepared for the project in August 2000, ,-nd subset ! ?n }' ' ^ Fit:?l;
No Significant Impact was issued by DWQ on 27 August 2000.
The sewer hue was described in the EA as approxi=tely 10.8 miles of 12 to 60-inch pipe11r1i; f G! w;,l
relief and repl===t sewer) along Brier Creek from Quiet Cove Court to the Sugar Creelc :.Y ast'?; LvaLta "pc??_...:.
plant (WW7?). The project also includes rehabilitation of some of the existing fturt!:
Further, the EA stated that the project would be separated into four phases constructed over 10 Sears.
According to your letter, CMU now proposes to modify the project by constructing it in three ph: ses- fu,-5r- Clnr-
is to be amended such that it begins at the most downstream portion of the project, extending frern the l fVr "T`T 9t
just upstream of Randolph Road. Additionally, CMUpropOSas to increase the sia.e oftlle F!-51se One=1j1pc%
5460-inch w 60-72-inch pipes.
We concur with your conclusion that the proposed changes do not constitute a significant cbnge f : T" t??' 111"'
2000 EA and FONSI. CMU may proceed to submit the appropriate permit applicatioiis fot the proje-!.
Should you have any additional questions OT need further assistance, I can be reached at (91 S) 733-5^ ? Y
alex.IIlar}[e-mail].
Sincerely,
ex ks, AICP
Enviromnental Speci$list
CC: Me:Iha McGee, DENR (w/ attach)
Marie Doklovic, DWQ (w/ attach.)
Rex Glcason, DWQ (vvl attach.)
File
North Ch=Ua Division arWatcr Qualkyl?1wning Suction 1617 W1 5cMce Center Rakish, NC 27699-1617 P'h=c (919) 733-SOR3
ht:ptAv vw-h2o.enrsmte.ne.us 512 Noah Salisbury S[. PiOdgh, NC 27604 PAJC [phone]

If.t i
Office Use Only: Form Version March 05
,2.,0 © 60 2'0 2
USACE Action ID No. DWQ No
(If any particular item is not applicable to this project, please enter "Not Applicable or "N/A".)
S ^I 't
L Processing °.
J 1
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 ? Express 401 Water Quality Certification
i
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12/GC 3374
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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
f 1. Owner/Applicant Information
I Name: George Jones
Mailing Address: Charlotte Mecklenburg Utilities
5100 Brookshire Blvd
Charlotte, NC 28216
Telephone Number: 704-391-5133 Fax Number: 704-398-9180
E-mail Address: [e-mail]
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: Laurin Kennedy
Company Affiliation: CDM
Mailing Address: 301 S. McDowell St., Suite 512
Charlotte NC 28204
Telephone Number: [phone] Fax Number: [phone]
'E-mail Address: [e-mail]
Page 5 of 14
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: Briar Creek Relief Sewer- Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A (linear project)
4. Location
County: Mecklenburg Nearest Town: Charlotte, NC
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The proposed Briar Creek
Relief Sewer - Phase I project (the first of three phases) begins just south of Monroe Road
and follows Briar Creek downstream west of Park Road.
5. Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON
attach a sheet that
See Attachment B
ow
6. Property size (acres): Phase I of the Briar Creek Relief Sewer project involves the
installation of approximately 18,000 lineal feet of 60-inch sewer and 5,500 lineal feet of 72-
inch sewer.
7. Name of nearest receiving body of water:
Briar Creek
8. River Basin: Catawba
(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: The project site is located in a developed, urban area that
consists primarily of residential and commercial land uses.
Page 6 of 14
10. Describe the overall project in detail, including the type of equipment to be used: Charlotte
Mecklenburg Utilities (CMU) proposes to construct a new sewer along Briar Creek in
Mecklenbur,g County. The overall Briar Creek Relief Sewer project includes the installation
of approximately 10.8 miles of 12-inch to 72-inch pipeline and will be separated into three
construction contracts and will be phased over 10 years. This permit application is for Phase
I of the Briar Creek Relief Sewer project, which includes installation of approximately
23,500 lineal feet of 60-inch and 72-inch sewer from south of Monroe Road along
Creek to west of Park Road. Construction equipment will include track hoes, trucks, paving
equipment and other trenching and excavation equipment.
Explain the purpose of the proposed work: The Briar Creek Relief Sewer - Phase I project is
needed to increase capacity in the sewer system to minimize system surcharging and
overflows. No new service area is being added as part of this project; however, the increased
capacity as a result of this project will allow the build-out population of the Briar Creek
sewer shed to be served by the sewer system. The service area is expected to increase in
population by approximately 14 percent by 2030, the year the service area is expected to
reach the built-out level.
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. No 401/404 permits have been previously requested or issued for this
project.
V. Future Project Plans
VI.
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.
This permit represents the first of three phases of work on the overall Briar Creek Relief Sewer -
Phase I project. The other two phases will be designed, and constructed separately.
An Environmental Assessment has been approved for the overall project (all three phases). The
other phases will be permitted and constructed at a later date.
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. Each impact must be
Page 7 of 14
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: The proposed impacts include
the installation of sewer pipe across Briar Creek and Tributaries of Briar Creek at 13
locations. In addition, four existing aerial sewers crossing Briar Creek or its tributaries will
be removed. No wetlands are impacted by this project.
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A - 0 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Page 8 of 14
Stream Impact
Perennial or Average
Len
gth
Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width (linear
feet) Impact
(indicate on ma) Before Impact (acres)
Excavation, Installation

I UT of Briar of 72-inch pipe,
P
15
40
0.014
Creek restoration of original
banks
Excavation, Installation
2 Briar Creek of 72-inch pipe, p 40 40 0.037
restoration of original
banks
Remove existing 10-
3 Briar Creek inch aerial sewer that P 30 25 0.017
crosses the Creek,
restoration of banks
Excavation, Installation
4 Briar Creek of 72-inch pipe, P 25 40 0.023
restoration of original
banks
Remove existing 8-inch
5 Briar Creek aerial sewer that crosses P 30 25 0.017
the Creek, restoration of
banks
Excavation, Installation
6 Briar Creek of 72-inch pipe, P 40 40 0.037
restoration of original
banks
Excavation, Installation
7 Briar Creek of 72-inch pipe, p 20 40 0.018
restoration of original
banks
Excavation, Installation
8 UT of Briar of 12-inch pipe, p 10 40 0.009
Creek restoration of original
banks
Excavation, Installation
9 Briar Creek of 60-inch pipe, P 25 40 0.023
restoration of original
banks
Excavation, Installation
10 UT of Briar of 60-inch pipe, P 15 40 0.014
Creek restoration of original
banks
Remove existing 27-
11 UT of Briar inch aerial sewer that p' 15 25 0.009
Creek crosses the Creek,
restoration of banks
Excavation, Installation

12
Briar Creek of 60-inch pipe,
P
20
40
0.018
restoration of original
banks
Page 9 of 14
Excavation, Installation
13 UT of Briar of 60-inch pipe, p 10 40 0
009
Creek restoration of original .
banks
Remove existing 27-
14 UT of Briar inch aerial sewer that p 10 25 0
006
Creek crosses the Creek, .
restoration of banks
Excavation, Installation
15 Briar Creek of 60-inch pipe, P 25 40 0
023
restoration of original .
banks
Excavation, Installation
16 Briar Creek of 60-inch pipe, p 35 40 0.032
restoration of original
banks
Excavation, Installation
of 60-inch pipe,
17 Briar Creek
restoration of original P 20 40 0.018
banks
Total Stream Impact (by length and acreage) 625 0.324
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred?,,inz, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)
N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the r)roiect:
Stream Impact (acres): 0.324 (temporary impact)
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.324 (temporary impact)
Total Stream Impact (linear feet): 625 (temporary impact)
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Page 10 of 14
8. 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
Current land use in the vicinity of the pond: N/A
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. The sewer was designed to
cross streams at near-perpendicular angles. After construction, disturbed stream banks will be
restored to their original contours. Rip rap will be placed below the high water mark, and stream
banks above the high water mark will be revegetated with woody plantings.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
Page 11 of 14
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr. state.nc.us/ncwetlands/strm gide.htm1.
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.
Disturbed stream banks shall be restored to their original contours, and all pipelines shall be
installed in compliance with the Nationwide No. 12 conditions (with the exception that
because of the width of Briar Creek, the sewer will contain joints across the stream). Stream
banks above the high water mark will be revegetated.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five 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)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes E] No [__J
2. 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 ?
Page 12 of 14
3. 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 ? See
Attachment C
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", 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.
I Zone* I Impact I Multiplier I Required
(square feet) Mitigation
1 N/A 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A - The project will not affect impervious
area because the entire sewer will be installed undereround and beneath stream beds. No
impervious area will be added as part of this project. Pavement on existing roads or parking lots
that are damaged during construction will be repaired to original condition.
Page 13 of 14
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.
Wastewater flow generated from the proposed project will be conveyed by this relief sewer and
the existing collection system to CMU's existing Sugar Creek WWTP, where it will be treated
and discharged.
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. Cumulative Impacts (required by DWQ)
i
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/newetlands. If no, please provide a short narrative description:
This project will not expand the existing wastewater treatment service area. The project
addresses wet-weather capacity inadequacies in the system. The increased capacity as a result of
this project will allow the build-out population of the Briar Creek sewer shed to be served by the
sewer system. The service area is expected to increase in population by approximately 14
percent by 2030, the year the service area is expected to reach the build-out level.
XV. 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).
3/v 6
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
Attachment A
USGS Topographic Map/Vicinity Map
Locations of Stream Crossings
UTM 17 517359E 3892971N (WGS84/NAD83) I
v 2 4 b 8 10 l. 'm
1 3 4 5 mi
Briar Creek Sewer Improvements V
t,q*
G
P913
G=0.11
are I
Map
tonne
CO" +p04 MKe. Y ada rc
Attachment B
Latitude and Longitude for Stream Crossings
Stream Crossing Approximate Latitude and Longitude
1 Latitude 35° 09' 31"
Longitude 80° 50' 54"
2 Latitude 35° 09' 37"
Longitude 80° 50' 46"
Latitude 35° 09' 45"
3 Longitude 80° 50' 35"
4 Latitude 35° 09' 46"
Longitude 80° 50' 34"
5 Latitude 35° 09' 52"
Longitude 80° 50' 30"
Latitude 35° 09' 52"
6 Longitude 80° 50' 30"
Latitude 35° 09' 51"
7
Longitude 80° 50' 28"
8 Latitude 35° 09' 50"
Longitude 80° 50' 27"
9 Latitude 35° 10' 27"
Longitude 80° 49' 59"
10 Latitude 35° 10' 51"
Longitude 80° 49' 38"
11 Latitude 35° 10' 51"
Longitude 80° 49' 38"
12 Latitude 35° 10' 57"
Longitude 80° 49' 18"
13 Latitude 35° 11' 09"
Longitude 80° 49' 01
14 Latitude 35° 11' 09"
Longitude 80° 49' 01"
15 Latitude 35° 11' 24"
Longitude 80° 48' 54"
16 Latitude 35° 11' 42"
Longitude 80° 48' 46"
17 Latitude 35° 12' 08"
Longitude 80° 48' 42"
Attachment C
SEPA Approval Documentation
Ju14-4J-LUU4 I I : I rKuhl-
?G?"r vG
Ms. Kelly Reiser Boone
Carne Dresser & McKee
5400 Glenwood Avenue, Suite 300
Raleigh, NC 27612
7-970 P.002/U05 P-051
?JrLI L't dl?/
Worth Careiina Departmcni of Environment and Natural Resources
October 15, 2002
Subject: Charlotte-Mecklenburg Utilities Brier Creek Sewer System Improvements
Alan W. Klimek, P.E. Director
Division of Water Quality
Dear Ms. Boone:
The NC Environmental Policy Act review for the subject project is complete. Refer to the attached letter
from the Department of Administration. No comments were received durin- the courss of the State
Clearinghouse review.
Charlotte-Mecklenburg Utilities may now proceed with permit applications coveting activities associated
with this project. The applications should be consistent with the Finding of No Significant Impact issued
by the Division of Water Quality on August 27, 2002 (attached).
If there is anythinb 1 can assist you with, phase give me a call at 919.733.5083 ext. 555.
Sincerely,
J. Todd Kennedy
NC Environmental Policy Act Coordinator
Attachments
cc: Kim Colson
John Domey
Dave Goodrich
Steve Zoufaly
Rex Gleason
Reader File AiA
N. C. Division of Water pualiry 1617 Mail Service Center Raleigh. NC 27699-1617 NCLENR
[phone] Customer Service
1 800 623-774a
JUN-Z:-2004 11:20 FR014-
North Carolina
Department of Administration
Michael F. Easley, Governor
October 14, 2002
Mr. Todd Kennedy
NC DEIINR, Div. of Water Quality
Parker-Lincoln Building
1617 MSC
Raleigh, NC
Deax Mr. Kennedy:
T-970 P.003/005 F-051
Gwyiul T. Swinson, Secretary
Re: SCH File # 03-E-4300-0073; Environmental Assessment/Finding of No Significant Impact;
Charlorte-Mecklenburg Utilities - Proposed Improvements to the Briar Creelc Sewer System;
10.8 miles of Sewer Lines and a 68 MGD Pump Station at Sugar Creck WWTP
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Enviromnental Policy Act.
No comments were made by any statedocal agencies in the course oCthis review. Therefore, no further
environmental review action on your part is required for the compliance with the Act.
Best regards.
Sincerely,
Ms. Cluys Baggctt
Environmental Policy Act Coordinator
cc:' Region F
Nladin,^, AddreTy,
1302 Mail Servict Ccnter
Raleigh, NC : 7699-1302
Telephone: [phone]
Fax [phone]
$ralc Couricr 1161.01.UU
e-marl Chry1 .U0,g9et, Cri ncniadner
do 6y:101 npporrunigJAJ/i?muriv Acucn Frnploya r
Lucarion Addreis:
I 16 WCSI Juncs sired
Raleigh, North CdrNlin..S
JUN-25.-2004 11:20 FROM- T-970 P 0041005 F-o51
FINDING OF NO SIGNIFICANT IMPACT
ENVIRONMENTAL ASSESSL'MENT FOR THE BRIER CREEK SEI",ER S'VS I-Ervl
INIPROVEMENT'S, MECKLE,N.BURG COUNTY
August 27, 2002
Project Applicant: Charlotte-Mecklenburg Utilities
Project Number: SCH 02-E-4300-0374
DWQ # 13101
Responsible Agency: NC Depanment of Environment and Natural Resources
Division of Water Quality, Water Quality Section
Pursuant to the requirements of the North Carolina Environmental Policy Act (N.C.G.S. § l 13A-1, er
Se
V, an environmental assessment (EA) has been prepared for sewer system improvements along Brier
Creek in Mecklenburg County. The project includes approximately 10.8 miles of 12- to 60-inch relief
and replacement sewer, a 68-MGD wastewater pump station, and some rehabilitation of the existing trunk
sewer along Brier Creek. The proposed improvements will increase capacity in the system to minimize
system surcharging and overflows and will accommodate build out of the service area. The project will be
phased over a 10-year period.
The existing Brier Creek sewer system has experienced increased wet-weather flows chat have resulted in
system surcharging and overflows. Four alternatives and the no-action alternative were considered as part
of the EA process. The four alternatives included (1) off-line flow equalization storage facilities with
belief and replacement sewer, (2) wet weather pump station and force main with relief and replacement
sewer, (3) single replacement and/or relief sewer, and (4) priority area or comprehensive collection sewer
rehabilitation. A single replacement and relief sewer with a receiving pump station was chosen as the
preferred alternative based on cost-effectiveness, reliability, operation and maintenance, envircrtmental
impacts, and overflow reduction. The preferred alternative would remove four existing aerial sewer
'crossings and has been designed to provide capacity for wet-weather flows at build out.
,In recent years, the Mecklenburg County Department of Environmental Protection has observed high
,levels of fecal coliferm bacteria in Brier Creek. This project wiil help improve water quality in the area by
minimizing sewer overflows, a source of fecal coliform.
The proposed improvements begin upstream of Quiet Cove Court and follow Brier Creek downstream to
the existing Sugar Creek Wastewater Treatment Plant in west Charlotte. An expansion of the plant is not
planned in conjunction with this project. The proposed 68-MGD pump station will be constructed at the
existing Sugar Creek Plant to receive wastewater from the 14,000-acre Brier Creek service area. No new
service area is being added as part of this project.
The Brier Creek service area is located in the Catawba River Basin and is under the local government
jurisdiction of the City of Charlotte. The project applicant, Charlotte-Mecklenburg Utilities, is a joint
city-county public water and wastewater utility. The proposed sewer is routed through primarily
residential areas with pockets of commercial and light industrial-development. The Brier Creek service
area is nearly built-cut. Most of the remaining development will occur as infill development and
redevelopment.
w
JUN-25-2004 11:20 FROM- i-9i0 P.005/005 F-051
Brier Creek
Nge 2
The sewer system has been routed to avoid several wetland areas and the Isaac Ntviton Aleaa;nuer Mill
Ruin, a site of historical importance. Sewer pipeline will be installed using typical cut aitd cover methUds.
The pipeline will cross a wetland located off Tyvola Road and Brier Creek at 14 locations, temporarily
disturbing less than one acre. At stream crossings, the pipelines will be installed at angles as close to 90
degrees as possible, Minimal, temporary impacts to aquatic species and habitat will occur due to stream
diversion and trenching at stream crossings. Riprap will be placed below the high water stage. There are
no records of known rare, threatened, or endangered species in or within 1 mile of the project area.
Disturbed areas will be restored to original contours and banks will be revegetated with woody plantings.
The wetland site will be restored after sewer installation.
Approximately 5 to 7 acres of previously disturbed woodland will be cleared. Tree removal has bcc:n
minimized due to installation within or adjacent to existing roads and rioht-of-ways. Cleared areas will
be revegetated with wildlife-friendly herbaceous species. Construction will be required to follow a state-
approved Erosion and Sediment Control Plan. Buffer zones will only be disturbed at the stream
crossings. Temporary construction-related noise and air quality impacts would be nunimal.
Since the proposed improvements will accommodate build out of the secvIce area, secondary and
cumulative impacts associated with new development may result frorn the project. However, the Brier
Creek service area is nearly built-out and most of the remaining development will occur as infill
development and redevelopment. The existing service area is expected to increase in population to build
out by 2030 (approximately 14°70). No new service area is being added as part of this project. Any
impacts related to new development induced by the project will be mitigated to a level of insignificance
through measures implemented in Charlotte. Naturally vegetated buffcrs, ranging in width from 35 feet
to 100 feet depending on the size of the drainage basin, are protected by city ordinance. Brier Creek
requires a 100-foot buffer. These buffers will help protect stream stabilization and restoration projects
along Brier Creek, and stream channels from future development impacts. In addition, other local
programs will mitigate impacts including water quality monitoring, stream restoration, floodplain
restrictions, storrnwater ordinances, voluntary water conservation, and a reclaimed water program. Tht:se
measures are described in more detail in the EA.
The Division of Water Quality has concluded that the proposed project will not result in significant
impacts to the environment. This decision is based upon information provided in the EA and review by
governmental agencies- This EA and Finding of No Significant Impact (FONSI) are prerequisites for the
issuance of a Non-Discharge Permit and 401 Water Quality Certification by the Division of Water
Quality. An environmental impact statement will trot be prepared for this project. This FONSI completes
the environmental review record, which is available for inspection at the State Clearinghouse.
North Carolina Division or Water Quality
August 27, 2002
NOV-Z1-2005 02:14PM1 FROM-
T-710 P. 002/002 F°00P

North Carolina Depr X=t of Envirost =t and N '11trs lltGCS
Alan N. Klin"!1:, P.13
28 October 2005
Ms. Kelly Boone, P.E.
CDM
5400 Glenwood Avenue, Suite 300
Raleigh, NC 27612
Subject CMU Brier Creek Sewer Systern Improvements Project, DWQ #13101
Dear Ms. Boone:
The Division of Water Quality (DWQ) has reviewed your 24 October 2005 correspondence (attsched for
reference), written on behalf of the Charlotte-Meeldenburg Utilities CMU), regarding the subject
An Environmental Assessment (EA) was prepared for the project in August 2000, ±nd stil.se 5t t?;' ^ Fittzl'" r>
No Significant Impart was issued by DWQ on 27 August 2000.
The sews hue was described in the EA as approximately 10.8 miles of 12 to 60-inch pipellint: (cr--h
relief and replacement sewer) along Brier Creek from Quiet Cove count to the SUgar CMIC t=Y art:: Wi LtL `pc _ _ .. :
Plant M71?), The project also includes rehabilitation of some of the existing i runl:
Further, the EA stated that the project would be separated into four phases constructed over 10 ycars.
According to ynur letter, CMU now proposes to modify the project by consm=tusg it in three phases: Phza .f- C!?-
is to be amended such that it begins at the most downstream portion of the project, extending from the l?W?711P is
just upstream of Randolph Road. Additionally, CMLJ proposes to increase the size ofthn" P}1 lSt C)ne 1:J1tiE ?_ .?}
54-60-inch to 60-72-inch pipes.
We concur with your conclusion that the proposed changes do not constitute a sigMj?cant c1 suge frorll Ll?
2000 EA and PONSI. CMU may proceed to submit the appropriate permit ppplicatim s for the ln-oje^t_
Should you have any additional questivas or need further assistance, I can be reached at (9191) 733-5" P,; alex.ulark&cmail.net.
Sincerely,
ez ks, AICP
Enviromnental Specialist
cc: Melba McGee, DENR (w/ attach-)
Maria Doklovic. DWQ (w/ attach.)
Rex Glcason, DWQ (w/ attach.)
File
Nmh Czmaa Diviaivn or Wwr Qualit)RIcrning S; coon 1617 Md1 strike CC= Faicigh, NC 2769;-1617 Pb=c [phone]
h=, Guww.h2o.enrsmte.nc.us 512 Noah Sclisbury ST. V-Oegh, NC 27604 FAX [phone]

INDEX OF DRAWINGS
SHEET SHEET ~
N0. TITLE N0. T/TLE 'C„/\ ¦
1 C- i CQVER SHEET 37 STA f 65+50A70 S7A~ 171 +50 ~
2 G-2 ABBREVIATIONS AND LfC£ND ~
38 C-34 PLAN AND PROFKf
3 G-3 LOGA170N PLAN /KEY MAP STA 171+50 TO STA 177+50
4 G-4 LOCAlfON PLAN / K£Y MAP 39 C-35 PLAN AND PROFILE ~ ~ ~ ~ ~ ~ ~ ~j ~ ~j ~ ~ ~ ~j N
STA 177+50 TO STA 183+50
5 C' 1 PLAN AND PRQFILE
STa ofoo To STA s+oo 4o C-36 PLAN AND PROF/LE CHARLOTTE , N O R T H
STA 183+50 TO STA 189+50
6 C-2 PLAN AND PROF/LE
STA 6+00 TO STA 12+00 41 C-37 PLAN AND PROFILE STA !89+50 TO STA '195+50
7 C-3 PLAN AND PROFILE
SrA 12tp0 TO SlA 18+00 42 C-38 PLAN AND PROF/LE
8 C-4 PLAN AND PROF/L£ III Imo.
STA 18+00 TO STA 20+50 43 Cr 39' PLAN AND PROF% E+50 ~ ~ ~ 'Tr""~ ~ ~ ~ ~ '7' ip"~4 I
STA 201+50 TO STA 207+50 ~ • ~~i ~Jli
9 C-5 PLAN AND PROFILE
STA 20+50 TO STA 26+00 44 C-40 PLAN AND PROFILE STA 207+50 70 STA 213+50 ~ p T T ~ ~ ~ ~ ~ TAT ~ ~ ~ ~ C
10 C-6 PLAN AND PROFILE x j~ ,~l, r r .t i STA 26+00 TO STA 32+00 45 C-41 PLAN ANO PROF/L£
STA 213+50 TO STA 219+50
i f C-7 PLAN AND PROFILE
STA 32+00 TO STA 37+00 46 C-42 PLAN AND PROF1Lf
STA 219t50 TO S7A 225+00
12 C-8 PLAN AND PROFILE
STA 37+00 TO STA 42+50 47 C-43 PLAN AND PROFILE
STA 225+00 TO S7A 231+00
13 C-9 PLAN AND PROFILE
STA 42+50 TO STA 47+00 48 C-44 PLAN AND PROFILE S7A 231+00 70 S7A 234+3f.22 y
14 C- f 0 PLAN AND PROFILE
S7A 47+00 TO STA 52+00 49 C-45 PLAN AND PROF/LE
LATERALS
15 C- f f PLAN AND PROFILE
STA 52+00 TO STA 57+00 50 C-46 PLAN AND PROf/LE 1
LATERALS
16 C-12 PLAN AND PROFILE SSA 57f00 70 STA 63+00 51 C-47 PLAN AND PROf/LE J
LATERALS
17 C- f 3 PLAN ANO PROFILE
S7A 63+00 TO S7A 66+00 52 C-48 PLAN AND PROF/LE ~ ~ T T T Le
LATERALS I \ ~ 01 ~
iB C-14 PLAN AND PROFILE 1 U
STA 66+00 TO STA 71+50 53 C-49 (BID ALTfRNArf) PLAN AND PROF/LE sra s6+00 TO STA 71+50
19 C-15 PLAN AND PROFILE ( )
STA 71 +5D TO STA 77+50 54 STA 71 B50 TO STA T 7"7+50 N AND PROF/Lf
20 C-16 PLAN AND PROFILE
ST.4 77+50 TO S7A 82+00 55 C-5f (B/D ALTERNA7f) PLAN AND PROFILE .s.
STA 77+50 TO STA 83+50 vt;/~,~ ~~i•:
~ 1 C-17 PLAN AND PROFILE ( ~f "
SlA 82+00 70 STA 86+50 56 STA 83850 TOfSrA 89+50 N AND PROF/L£ 4~~T . o~~ y • ' 1:••~. .tip;
22 C-18 PL4N AND PROFILE - -
STA 86+50 TO S7A 92+00 57 C-53 (B/D .ALTERNATE) PLAN AND PROF/L£
S7A 89+50 TD S7A 92+33.19
23 C-19 PLAN AND PROFILE ~ r :i~'.: :1... .1.'.: :1.' ,
S7A 92+00 TO STA 96+00 58 C-54 (OP7/ON) PLAN AND PROFILE ~ :.I~'.: :i~.: :1!:~
STA 130+50 f0 STA 136+50 '
24 C-ZO PLAN ANp PROFILE STA 96+00 TO SrA 101+50 59 C-55 (OPT/ON) PL4N AND PROF/LE 1'• : ~ ••:1'~
STA 136+50 7"0 STA 142+50 , llt. :1 1
25 C-21 PLAN AND PROFILE ( ~ ~ i;' ;i;• •:I .
S1'A 101 +50 TO STA 107+50 60 STA ~ 42+50 N~0 STA 14 ~ 50 OF/LE ~ 0 ~ : aAt:,::. :4 r . .
26 C-22 PLAN AND PROFILE r . L
STA 107+50 TO S7A 711+50 6/ STA 14~+50N~OPSA 149+OOOF/LE '':w . ,.Rp,:
27 C-23 PLAN AND PROf/LE
STA 111 +50 TO S7A 114+50 62 CD-1 EROS/ON h SEDIMENTATION
D£TA/LS
28 C-24 PLAN AND PROFILE i~ '{1'• i1~•
STA 114+50 TO STA 119+50 63 CD-Z rfMPORARY ACCESS ROADS o 4
29 C-25 PLAN AND PROFILE 64 CD-3 TEMPORARY STAGING AREAS ~ ~ ` STA 119+50 TO STA 1 Z5+50 A° . •1.f
65 CD-4 PRE-CAST CONCREr£ A `F
30 C-26 PLAN AND PROFILE MANHOLE (STANDARD) ` aO~ ~ ~:t i.
S7A 125+SO TO S7A 130+50 APPROVALS SEALS
66 CD-5 PRE-CAST CONCREI'f
31 C-27 PLAN AND PROFILE MANHOLE (OUTSIDE DROP) ~O l4~ 11~11u1u „
S]'A 130+50 70 STA 135+50 ~a~,~ 67 CD-6 DIVERSION STRUCTURES l & 2 ~o .r ~REgC . tit ra :..°:1•~::.;:r;:•y Q\\\\ ~~11 C~R l//~~ii ~~ti~+It~Nf11101}/~~~ 0~t~~rlii(uurrrrrry,
32 C-28 PLAN AND PROFILE PL4N AND SECTION ':i.`': ~Ii.`': :`:i~•::'t,:i.`': ~',Na.,? O 1j1~. Cry ~Il
STA 135+50 TD STA 141+50
68 CD-7 MISCELLANEOUS DETAILS 9.
33 C-29 PLAN AND PROF2E S~AI O d
STA 141+50 TO STA 147+50 69 CD-8 M/SC£LLANfOUS DfTAICS = 0 24$3$ ~ ~ 2 702
)N MAP ,9 ~ , ~ ti ~ ,
34 C-30 PLAN AND PROFILE 70 s-t srRUCru2at ofraits PROJECT LOCATION MAP
STA 147+50 TO STA f53tS0 S-1 D/VERSION STRUCTURES PLANS AND SfCrIONS NOT TO SCALE 111NII111111111 /ql~ Itt~~ 4l~ ~ 1~~~ 11NJ i11pY11111~~~1
35 C^31 PLAN AND PROFILE ~ STA 153+50 TO STA 159+50 72 CT-1 ROAD CROSSING DE~A/LS FINAL DRAWING
CI'V ~ sTiZuc.-ru a~ eatechn~ca ~ I R G
NCRIS (AS BUiI~ NCPE NCPE NCPE
36 C-32 PLAN AND PROFILE 73 CT-2 ROCK ruNNfc suPPORr nfrn~cs NOT RELEASED FOR CONSTR S7A 159+50 TO STA 165+50 74 CT-3 LAUNCH AND EX/T SHAFTS TI
SUMMARY OF SEWERS AND MANHOLES
SIZE LENGTH SIZE LENGTH
CONTRACTOR: GEOTECHNiCAL COMPANY: DESIGN COMPANY: 60 5,380
PV,NS PREPt~tED BY: CAMP DRESSER do McKEE
72 18,050
CONSTRUCTED BY: ROCK PR08ES BY: S&ME, INC. ADDRESS 301 S. McDOWELI SIREET -SUITE 512 ser c ee
ADDRESS: ADDRESS: 9751 SOUTHERN PINE ROAD CHARLOTTE, NORTH CAROLINA 28204 Camp Dresser & CHARLOTTE, NC 28273 PHONE: [phone]
TOTAL N0. OF MANHOLES; ;Dowell Street Suite S i2
PHONE; (704 523-4726 2005 DATE DESIGN COMPLETED: B~ 301 South McDowell St PHONE; ~ CherlOttC, NOrth C8tOlln DATE CQNSTRUCTION COMPLETED: DATE GEOTECHNICAL WORK COMPLETED; SURVEY COMPANY: PROJECT NAME, BRIAR CREEK RELIEF SEWER
rth Cazolina 2$204 PHASE I
Te1: 704-342~i546 Fax: 4546 Fax: [phone]
INSPECTOR: SURVEYED BY: DEWBERRY & DAMS, INC.
n„c n~ n cTnTrnm i s onnn auTr i
DATE TO SYSTEMS dt RECORDS: ' l.J V`~ ~ n •v V ` 363-47842 JOB NU: 14U-U4-b.54 DATE OF ACTIVATION:
BY; ~ CHARLOTTE, NC 28269 CDM JOB No. 1363-47 INSIDE CHARLOTTE: (d) YES ( ) N0: PHONE: [phone]
DATE AS BUILT: BY:
TOPO N0; 128, 87, 86, 53, 28, 27, 10 DATE SURVEY COMPLETED:

NOT S
V NS EGEND I A
1) CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES LOCATING 10) CONTRACTOR SHALL 8E RESPONSIBLE FOR ANY WASTEWATER SPILLS
EXISTING RIGHT-OF-WAY SERVICE TO LOCATE UTILITIES IN THE AREA PRIOR TO ANY EXCAVATION, THAT OCCUR DURING CONSTRUCTION AND ASSOCIATED FINES FROM
XISTING PROPERTY LINE E - - ALL EXISTING UTILITIES ARE NOT SHOWN ON THE DRAWINGS, CONTRACTOR STATE REGULATORY AGENCIES. CONTRACTOR IS REQUIRED TO HAVE
G Q A XI TING IRON PIN NTITY E S EIP IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, PUMP(S) AVAILABLE AT ALL TIMES IN CASE OF AN ACCIDENTAL SPILL ~ WHETHER SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTILITIES. OR EXISTING SEWER DAMAGE, THE CONTRACTOR SHALL NOTIFY THE
AFF ABOVE FINISHED FLOOR GA GAGE QTY QUA _ ~ _ ~ OWNER AND ENGINEER IMMEDIATELY IN THE EVENT OF A SPILL,
ADD ADDENDUM GPM - GALLONS PER MINUTE EXISTING OUT PARCEL LOT LINE ACCV AIR CUSHIONED CHECK VALVE GALV GALVANIZED 2) THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL SURVEY - CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM AND COORDINATES 11) ANY PUBLIC LAND OORNER, PROPERTY MONUMENTATION, OR BENCHMARK
As PROPERTY OWNER DESIGNATION NUMBER ARV AIR RELEASE VALVE G G ARE NORTH AMERICAN DATUM 1988. CONTRACTOR TO VERIFY, WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER
ALUM ALUMINUM GR GRADE R EXISTING ELECTRICAL EASEMENT _ MONUMENT IS IN DANGER OF BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, ANY CORNER MONUMENT DISTURBED
AL ARC LENGTH GND GROUND RAD OR R RADIUS 3) DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND PERMANENT OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR
AND GSP GALVANIZED STEEL PIPE ON JOINT EXISTING UTILITY EASEMENT & RJ RESTRAINED PUSH APPROX APPROXIMATE RCP REINFORCED CONCRETE PIPE PROPOSED EASEMENT CMU EASEMENT, AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE REGISTERED IN THE STATE OF NC, AT THE CONTRACTOR'S EXPENSE. BEEN OBTAINED, AND STAGING AREAS PROCURED BY THE CONTRACTOR.
ARCH ARCHITECTURAL} RED REDUCER r Y ~ ;1z CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS OF THE 12) THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY REGARDING
ASSY ASSEMBLY REF REFERENCE PROPOSED PERMANENT EASEMENT PERMANENT CMU EASEMENT, EXCEPT WHERE TREE PROTECTION IS SHOWN ~~~~°~^~^~~~r*~:~y~~`~` ANY C NF I T T , 4 t, 0 L C S HAT ARISE DURING CONSTRUCTION OF WORK SHOWN ON ON THE DRAWINGS. THE DRAWINGS,
C~ AT H REF PT REFERENCE POINT TIN A M NT 1 PROPOSED TEMPORARY CONSTRUC 0 ESE E :ASEMENT TCE e
AUTO AUTOMATIC HFAC HARNESSED FLANGED ASSEMBLY REINF REINFORCING OR REINFORCEMENT AVG AVERAGE COUPLING REQD REQUIRED EXISTING GUARD RAIL 4) EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT ALL 13) THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS e e -e WORK SITES AND STAGING AREAS. CONTRACTOR SHALL FOLLOW ALL OF ALL PERMITS THAT HAVE BEEN OBTAINED,
HDR HEADER REV REVISION LOCAL REGULATIONS REGARDING THE WORK, INCLUDING KEEPING MUO AND
H EDGE OF PAVEMENT HT HEIGHT RT RIG T DIRT OFF OF PUBLIC ROADS AND PRIVATE ENTRANCES, AND 14) ALL VAULTS AND MANHOLES SHALL BE DESIGNED FOR H2O LOADING.
HWL HIGH WATER LEVEL RD ROAD EXISTING STORM DRAIN CATCH BASIN REHABILITATING STAGING, STORAGE, OR STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING CONDITION. 15) FOR ALL TIE-IN PIPING, CROSSINGS, OR VALVES, CONTRACTOR SHALL
HWY HIGHWAY RM ROOM B HORIZONTAL R W OR ROW RIGHT of wAY SOIL BORING DESIGNATION NUMBER VERIFY ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND
HORZ/HOR / BKBV BACK BALL VALVE HP HIGH POINT 5) EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED MATERIALS PRIOR TO SHOP DRAWING SUBMITTALS, NOTIFYING THE PRIOR TO CLEARING OR PERFORMING EXCAVATION IN ANY AREA, ENGINEER OF ANY CONFLICTS.
OF PAVEMENT EXISTING GROUND PROFILE BOP BEGINNING Hg HOSE BIBB MAINTAINED DURING WORK, AND REMOVED WHEN WORK 1S COMPLETED.
BS BELL AND SPIGOT HYD HYDRANT EXISTING BRIDGE SEDIMENT AND EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH 16) ALL DRIVEWAYS, DRAIN PIPES, AND HEADWALLS SHALL BE RESTORED TO SPECIFICATION SECTION 02270, DETAILS SHOWN ON THE SHEET, THE NC EQUAL OR BETTER THAN EXISTING CONDITION, IN BOTH NEW AND EXISTING
BM BENCH MARK S XISTING BUILDING BET BETWEEN E EROSION AND SEDIMENT CONTROL MANUAL, AND APPROVED EROSION AND EASEMENT AND WITHIN ANY TEMPORARY EASEMENT AREAS, ANY
BSP BLACK STEEL PIPE SCDHEC SOUTH CAROLINA DEPARTMENT OF SEDIMENT CONTROL PLAN FOR THIS PROJECT. TEMPORARY SEEDING AND STRUCTURES OR DRIVEWAYS DISTURBED OUTSIDE THE EASEMENT OR • ~ , MULCHING SHALL BE PERFORMED WITHIN 15 DAYS OF BACK FILLING TO EASEMENT SHALL ALSO BE FULLY RESTORED AT NO COST TO THE
HEALTH AND ENVIRONMENTAL EXISTING CREEK OR BRANCH BF BLIND FLANGE
BFV BUTTERFLY VALVE IN OR INCH(ES) CONTROL EXISTING FENCE X X FINAL GRADE. OWNER,
BOT BOTTOM tNC INCORPORATION SCDOT SOUTH CAROLINA DEPARTMENT OF BLOW-OFF VALVE INDUST INDUSTRIAL TRANSPORTATION EXISTING GAS MAIN BOV G 6) CONTRACTOR SHALL CONTACT MR. BRUCE NOBLITT OF PIEDMONT NATURAL 17) TREES TO BE PROTECTED DURING CONSTRUCTION ARE IDENTIFIED BY THE GAS COMPANY (704-525-5565) AT LEAST 48 HOURS PRIOR TO SYMBOL IN THE LEGEND, ALL TREE PROTECTION MEASURES SHALL BE
BLDG BUILDING ID INSIDE DIAMETER OR DIMENSION SCMUTCD SOUTH CAROLINA MANUAL OF CROSSING ANY PIEDMONT GAS PIPELINE. ENTIRELY WITHIN THE AND EASEMENTS SHOWN ON THE DRAWINGS,
NI R TRAFFIC CONTROL EXISTING GAS VALVE INSUL INSULATION, OR INSULATED U FO M ~f 7) CONTRACTOR SHALL NOTIFY MR, ED WILLIAMS OF DUKE POWER
INT INTERIOR DEVICES EXISTING MARSH INV INVERT SAN, SANITARY {704-382-2664) AT LEAST 48 HOURS PRIOR TO ENCROACHING ON OR 18) WATER ANO SEWER LATERALS SERVING RESIDENCES AND BUSINESSES ARE
SS SANITARY SEWER EXISTING PIERS CROSSING ANY DUKE POWER RIGHT-OF-WAY. THE CONTRACTOR SHALL SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR SHALL VERIFY ACTUAL MAKE ALL NECESSARY ARRANGEMENTS WITH THE VARIOUS UTILITIES TO LOCATION AND RECORD ON RECORD DRAWINGS. CONTRACTOR IS WARNED
C ST STL STAINLESS STEEL CAP CAPACITY EXISTING RAILROAD PROTECT THE LINES AND THE PUBLIC. THE CONTRACTOR SHALL ADHERE THAT NOT ALL LATERALS ARE SHOWN, CONTRACTOR IS TO PROTECT OR
S.S.M.H SANITARY SEWER MANHOLE CI CAST IRON SCH SCHEDULE EXISTING RIP -RAP TO THE PROVISIONS OF °ARTICLE 19A -OVERHEAD HIGH VOLTAGE LINE REPLACE LATERALS WHETHER SHOWN OR NOT.
CL CENTER LINE ~ SAFETY ACT -STATE STATUTE 95-229, AS AMENDED". ALL COSTS ,y ASSOCIATED WITH THE CONTRACTOR'S RESPONSIBILITIES UNDER THIS ACT 19) EXISTING SANITARY SEWER PIPES SHALL BE SUPPORTED AS NECESSARY
JT JOINT SECT SECTION CC CENTER TO CENTER SWR. SEWER EXISTING STREET SIGN SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE BID DOCUMENTS. THROUGH CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
CV CHECK VALVE JCT JUNCTION SH or SHT SHEET EXISTING TREE CO CLEAN OUT SIM SIMILAR + CONTRACTOR SHALL COORDINATE WITH DUKE POWER DISTRIBUTION FOR ALL COSTS ASSOCIATED WITH THE REPAIR OF EXISTING FACILITIES
CLR CLEARANCE S SOUTH EXISTING EDGE OF WOODS ENGINEER AT (704-594-0000) IN REGARDS TO DISTRIBUTION LINE DUE TO ANY CONSTRUCTION RELATED DAMAGE, EASEMENTS. 20 CONTRACTOR TO PROTECT pR REPLACE NCDOT RIGHT-OF-WAY MARKERS
COL COLUMN SQ SQUARE SS 8) SOIL BORING LOCATIONS ARE APPROXIMATE. SOIL EXPLORATION WORK OR MONUMENTS PER NCDOT 806,01,
CMU CONCRETE MASONRY UNIT EXISTING ~ SAN. SWR. ~ SF SQUARE FEET _ WAS PERFORMED BY S&ME, INC, OF CHARLOTTE, NC, SOILS EXPLORATION 21) CONTRACTOR SHALL PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION,
CONC CONCRETE LB POUNDS STD STANDARD PROPOSED SAN.SWR. CONN CONNECTION/CONNECTOR LEN LENGTH STA STATION WORK IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE AND MAINTAIN PROTECTION UNTIL DISTURBED AREAS ARE STABILIZED WITH
CONST CONSTRUCTION LG LONG, LENGTH STL STEEL PROPOSED SAN, SWR. EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THEIR OWN GROUND COVER SUFFICIENT TO RESTRAIN EROSION, DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE
CONY CONTINUOUS/CONTINUATION LR LONG RADIUS STRUCT STRUCTURAL OR STRUCTURE XI TIN AN ~ ENCOUNTERED DURING THE COURSE OF THE WORK. NO REPRESENTATION 22 PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH LINES OR OTHER
E S G S .SWR, MANHOLE CTRL CONTROL LP LOW POINT SD STORM DRAIN l ~ 15 MADE OR WILL BE GIVEN BY THE ENGINEER CONCERNING ACTUAL ) CONDITIONS THAT WILL BE ENCOUNTERED, ALL BIDDERS ARE DIRECTED AREAS OF CONCENTRATED FL0161 WHERE FLOW I5 GREATER THE 2 FPS OR
CTRS CENTERS LTD LIMITED SDMH STORM DRAIN MANHOLE CU COPPER LWL LOW WATER LEVEL SPR SPRINKLER PROPOSED SAN. SWR.. MANHOLE PRIOR TO BIDDING TO CONDUCT ALL INVESTIGATIONS THEY DEEM GRADIENT IS GREATER THAN 2
CORP CORPORATION SUCT SUCTION EXISTING N R R N A NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING SUCH 23) WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY SURFACES, THE CONDITIONS. SOIL BORING PROFILE ELEVATIONS ARE APPROXIMATE AND CONTRACTOR SHALL PLACE SAND OR STONE SCREENINGS UNDERNEATH THE
UDEGOUDCBLE CORK CORRUGATED SYS SYSTEM WERE NOT SURVEYED, EXCAVATED MATERIALS,
CMP CORRUGATED METAL PIPE EXISTING UNDERGROUND ELECTRIC UE
CPLG COUPLING M cFM EXISTING UNDERGROUND FIBER OPTIC CUBIC FEET PER MINUTE MAG MAGNETIC T OF 9) ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES, OR 24) CONTRACTOR SHALL MAINTAIN AN ACCESS CORRIDOR THROUGH THE WORK EQUIPMENT SHALL BE FENCED WITH TEMPORARY SECURE FENCING AT AREA FOR EMERGENCY VEHICLES AT ALL TIMES,
CF CUBIC FEET M.H, MANHOLE TOP EXISTING UNDERGROUND TELEPHONE UT LEAST 4 FEET HIGH.
CY CUBIC YARD T/ MFR MANUFACTURER Tp TEMPORARY DIVERSION EXISTING TOWER LINE
MATL MATERIAL TAN. TANGENT
MAX MAXIMUM TK TANK EXISTING OVERHEAD ELECTRIC OE
MECH MECHANICAL TEMP TEMPORARY XI TIN TI ITY P E S G U L OLE.• BUY WIRE D MJ MECHANICAL JOINT THK THICK OR THICKNESS Rf--
DP DEEP, DEPTH ML MAINTAIN LIMITS THD THREAD(ED) EXISTING LIGHT POLE
DEG DEGREE MGD MILLION GALLONS PER DAY TYP TYPICAL
DET DETAIL MIN MINIMUM EXISTING FIRE HYDRANT T & B TOP & BOTTOM
DIA OR ~ DIAMETER MISC MISCELLANEOUS T.O.S. TOP OF SLAB EXISTING WATER METER D,B. DEED BOOK MO MANUAL OPERATOR 0
DIM DIMENSION MON MONUMENT EXISTING WATER MAIN W
DISCH DISCHARGE MTD MOUNTED XI TIN WA R VA -DQ-
E S G TE LVE DISTR DISTRIBUTION MTG MOUNTING ~
DMH DRAINAGE MANHOLE MWL MEAN WATER LEVEL PAVEMENT TO BE REPLACED DN DOWN U,O.N. UNLESS OTHERWISE NOTED D AI N LA D SE C ION ID ENTIFI T CA ION
D DRAIN U/G UNDERGROUND
DWG DRAWING PA M NT TO REPHIRED VE E BE DETAIL
DIV DIVISION N DESIGNATION SECTION DESIGNATION
DIP DUCTILE IRON PIPE NPT NATIONAL PIPE THREAD DI DUCTILE IRON V
NOM NOMINAL DETAIL 1 1
NRS NON-RISING STEM VPC VERTICAL POINT OF CURVATURE N NORTH VPT VERTICAL POINT OF TANGENCY SHEET ON WHICH SHEET ON WHICH
NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION DETAIL IS LOCATED SECTION IS LOCATED
E NTS NOT TO SCALE VER/VERY VERTICAL
E EAST OR EXTERNAL DISTANCE N0. OR NUMBER VC VERTICAL CURVE
EA EACH EF EACH FACE
EW EACH WAY EN IL SECTION F RE ERENC
ESMT EASEMENT W
ECC ECCENTRIC O.C. bN CENTERS WHS WASH HOSE STATION
EOP EDGE OF PAVEMENT OPNG OPENING WL WATER LEVEL ELB, ELL ELBOW OPER OPERATOR OR OPERATED W WIDTH/WEST
ELECT ELECTRIC(AL) OD OUTSIDE DIAMETER OR DIMENSION W/ WITH ~
B CNR I ELEV. OR EL. ELEVATION W/0 WITHOUT ~ B
EMBED, EMBEDED WM WATER MAIN m 1 DETAIL DESIGNATION SECTION DESIGNATION DET L TI 1 SEC 0
- EMER EMERGENCY SEDIMENT FENCE SILT FENCE STD. 6.62 - ~ ENCSMT ENCASEMENT ' 3/4• = 1'-0' - SHEET ON WHICH SECTION 3/4° = 1'-0" - SHEET ON WHICH DETAIL
ENC P ENCLOSE(URE) D ETE
~ ENT ENTRANCE PCCP PRESTRESSE CONCR TEMPORARY SEDIMENT TRAP STD.6.60 ' ` IS TAKEN IS TAKEN
CYLINDER PIPE Y EQ EQUAL YD YARD
u~ EQUIP EQUIPMENT PG PAGE cv EXIST. PVMT PAVEMENT YH YARD HYDRANT TEMPORARY DIVERSION STD. 6.20 ~ IF SECTION OR DETAIL IS DRAWN
EXISTING P PEAK WATER LEVEL ~ EXP EXPANSION WL ON THE SAME SHEET THAT IT IS TAKEN FROM, THE SHEET NUMBER
°o EXT EXTERIOR % PERCENT T AIL MAY BE REPLACED WITH A HYPHEN. 10 SHO
PE PLAIN END TEMPORARY STREAM CROSSING STD. 6.70 cv ~ PRC POINT OF REVERSE CURVE IF THE SECTION IS REFERENCED ON MULTIPLE SHEETS, THE SHEET NUMBER
~ PC POINT OF CURVATURE IIII SHOWN SHOULD INDICATE THE FIRST
~ FABRIC INLET PROTECTION STD. 6,51 PT POINT OF TANGENT SHEET THE SECTION IS TAKEN FROM,
F PVC POLYVINYL CHLORIDE Fo FACE OF PCF POUNDS PER CUBIC FOOT TREE PROTECTION STD. EP-3 NOTE 18 / 1
~ FT FEET OR FOOT POJ PUSH ON JOINT Camp Dresser & McKee
N FPM FEET PER MINUTE PSF POUNDS PER SQUARE FOOT V
FPS FEET PER SECOND PSI POUNDS PER SQUARE INCH LIMITS OF S75 EROSION CONTROL MATTING- ' ~ ~ ~ - 301 South McDowell Street, Suite 512
o FPT FEMALE PIPE THREAD PWR POWER ° FRP FIBERGLASS REINFORCED PLASTIC PL PROPERTY LINE OR PLATE Charlotte, North Carolina 28204 o~~me Tel; 704.342.4546 Fax: [phone]
Q FIG FIGURE LIMITS OF STREAM BANK STABILIZATION - ~ PRESS PRESSURE
~ FIN FINISH(ED) PROJ. PROJECT
= FH FIRE HYDRANT PROP. PROPOSED LIMITS OF RIP RAP CHAR OTT - URG L E MECKLENB
~ FLG/FL FLANGE ~ FES FLARED END SECTION ~ ~ '7C° ~C ~ ~ '7C° 7C ~
~ FLEX FLExIBLE TEMPORARY RIP RAP DIVERSION CHANNEL -
FTG FOOTING ca ENGINEERING DIVISION , ° RO ~i
- FM FORCE MAIN ~ ° CALL NC ONECALL o .~'~ss CHARLOTTE, NORTH CAROLINA \ . 9 i BEFORE YOU DIG
FDN FOUNDATION N 0 140-04-634
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~ 3, • • ABANDO~EXISTIN EWER _ ~
r ~ ~ ` ' FROM MH 02~Z20 ~ ~ ~ / ~ • ~
o, ~ ~ / ~ TO MH 02-680 r ~ Cam Dresser & McKee P
n / i i • , o H -030 i ~~1f 1, rllt J ~ , 301 south McDowell Street, sulfa 512
~ ~ / i ~ ~ / ~ ~ ~ A ~~I~ ` ` a,,,,,,, Charlotte, North Carolina 28204 0~ ~ • ° ~ ~ ~ ova Tel: [phone] Fax; 704-342.2296
~ ~ I • ¢ H 05-020 • . t ~ . •FEaflO ~ ~
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~ r ~ MH • ~ k" ~ ~ • '%R~a EERTNG DIVISION a. icy ~ ENGIN
'~~u'nln+~~~` E NORTH CAROLINA CHARLOTT ,
- ~ - PLAN
~ • • ~ / , Y.~ 140-04-634
o - ~ ~ ~ t = 200 SEWER File No. RELIEF Job No, CREEK BRIA R 0 EXISI'11rG SANITARY R IyIANHOLE
L ~ ~ 9 0 i • jd ~ / ~ 100 0 200 00 Scoles 5E I z PHA
i PLUG & ABANDON e ~ " V P • PROPOSED ITARY ER I~ANI~oLE ~V 1 -2oa PLAN
EXISTING 27 C PROFILE
> ~ UPSTREAM OF MH Hor, -
'r'-' nnrrocin~i ~ 02-680 _ ~ ~ „e~? - G-4
vi r u x.#I -I,
ST RE / 2 LOCATION PLAN KEY MAP
D 03-300 As Built Dote Sheet Of
/ MH 03 90 ' D & D CMK/LBK DKP LBK JMN 1-06
4 70 No. Dote By Revision Surveyed By Designed By Drown By Project-Engr Approved By Dote -
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18+00 18+50 19+00 19+50 20+00 20+50 PROFILE FI CALL NC ONECALL
L BEFORE YOU DIG
1" = 20'
20 1-800-632-4949 ' M = 4~ AVOID UTILITY DAMAGE
\ MECK ESB iR ZOU V C \ \ ~~j ~ER~: 1• ~ 4•
4
\ 4951 038 \ i ~ 1 1`\\ \ \ \ \ \ \ 198 \ \ 1 I I I 2~ \ ~ REBAR /CAP ~ ~
LOTS 1- 8 \ ~ \ \ ; \ \ 1 1 1 1 1 \ \ 1 \ \ \ \ \ ~ \ E 5448048.8588 \ ' 1
C TEM 1 Y1\ ~ I I I I I I I I 1 1 1\\ \ ELEV = 595.96 ~ \
Se4~`, co-+SKT 1 I~I I ~ ~ 11 `1 1\\\ \ ~ ^
~ r PORAR ~ ~ I ~ I ~ ~ 1 I I ~ ~ ~ ~ 1 ~ ~ ~~w~~ ~ \ \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ r,orES: NOTES;
1, CONTRACTOR SHALL CONSTRUCT A TEMPORARY ACCESS
EAS MENT l I I I ~ I I I ~ ~ I I ` \ ~ ~ ~ 1a ~ I ~ ~ eo~~~ut~c~ ~v ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 co 518148.9968 ~ ~ ~ ~ l ~ 83,SSE' ~ ~ ~ ncce so a s. \ .CROSSING OVER CREEK WITHIN PERMANENT EASEMENT FOR
ACCESS TO UPSTREAM SEWER CONSTRUCTION, TEMPORARY
1448138.890 ~ ~ 1 ~ ~ \ ~ ~ TE ~'A~ \ \ ~ ~ ~ ~ cRO U I I I I I f 1 I ~~Yf~~l. ~ ~ ~ \ ~S~IYCT ~ ~ PW THE CROSSING SHALL BE DESIGNED IN ACCORDANCE WITH FLOOD
PLAIN DEVELOPMENT PERMIT NO AND SUBMITTED TO
THE ENGINEER FOR APPROVAL, ALL COMPONENTS SHALL BE
~1~ ~I~I I p~ ~ / ~ I 11 4~'\P~ ~ \ A~M ~T\ ~ \ COM N 518154.9 73 I I II ~ ~ ~ ~ I ACCE d R~Ou ~ a N 1 ~9~. O\\ \ 2. COVE E 1448158. ~ s ~ ~ ~ ~ ~ ~ ~ sE~ NC~r / ' ~ ~ ~ ~ ~ • ~ \ \ ~ ~ 11 1 ~ 1 ~ ~ ~ \ a o~sT o' ~ I ~ I III ~ U / ~ oar, ~ ~ ~ 1 , I I PROf~O E`Q~ \ ~ APPR COMPLETELY REMOVED AND AREA RESTORED AFTER COMPLETION OF THE WORK,
2. COVER ALL DISTURBED AREAS WITHIN THE LIMITS OF
DISTURBANCE WITH EROSION CONTROL MATTING S75 OR
APPROVED EQUAL,
1?PN~/e
ARO ~~~i
i ~
~ / -'1// ~~J a~ , f ,o~ ~ \ x s,. ~ ~ ~i:z~ 1 E 1 ~ 2 1 ~~8 ~y e
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iii 9. K~
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Camp Dresser & McKee
~I PERMANENT I I II 1I L!Ml. OF I.NCf ` N °~,p/ J , ' C I~ 1~ ` 1 \ ~A E~ ~ o °0'*'b'p 301 South McDowell Street, Suiie 512
SEWER ~ SEE I~IOrE 2 a ~ ~ o Charlotte, North Carolina 28204 anemdkn
EASEMENT I ` 1 ~ ~ ~ ~ ~',x~~~ ~ ~ A ~~~o I I`' ~ I ~~a ; awe Tel; 704-342-4546 Fax: [phone]
ST EAM BANK ~ I `I 1 1 ~9s ~ ~ l ~ ~ URG NB ECK OT C ARL
= RESTORATION I Q REBAR /CAP ~ ~i ~ r~~.~-~' RlP RAP DIVERSION H
1 ~ ~'~I ~ N siazss.sos4 ~ ~ ~ ~ , p.~5~ CHANNEL NO f' co-~ ~ 'T'
3 CONSTRUCTION CORR/D ~ E iaaaisznii ~ ~ ~ 5TA Z ENGINEERING DIVISION
i LIMITED TO 40' ACROS ~ 1 ~ I ~ I ~ ~ ELEV = 583.83 ~ E CHARLOTTE NORTH CAROLINA
STREAM ~ ~ ` MAj~N SIN
140-04-634
a ~ fit` I\\\\~ ~ \ / , Job No, File No. RELIEF SEWER RIAR CREEK B
stoles PNA SE !
~ r~ \ ~ ~ \ EE PROTE l~ \ (~TYP) ~ PLAN ~ =20
PROFILE , 1 =20
Hor. ('-d
v -r Vert. 1"=4' PLAN AND PROFILE
= 20
STA 18+00 TO STA 20+50
/ NO OR FOftMN(LY 0 0 20 MECKL NBUR ZCOUL Y As Built Date Sheet Of
120 i-054 D & D CMK/LBK DKP LBK 1-06
\ 3639 SEIWYN AVE \ 8 70 No. Dote By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date - -
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6+00 6+50 7+00 7+50 8+00 8+50 9+00 ~ 9+50 10+00 10+50 ~ + . 1 00 1 1+50 12+00 PR FI L
` / ~ i i
/ TEMPORARY l / / ~ ~ , ~ ~0 / / / / /
/ CONSTRUCTION TREE PROTECTION TYP Fki / / / / / ~ s> S ~ / / / / s \ ~s \ •d ~ ~ ~ ~ / ~5~~~-~ .i NOTES,
/ ~ 1 w / / !Q EASEMENT ~ ~ , / / / / / \ / / / / / 1
e ~ S Mq~ / / \ ~ ~ 58~/~.5s3 1, ALL TUNNEL SHAFTS AND PIPE SUPPORT \ S i ~ i i5 ,--5$~-
~ Nr / /l/1/ J / ////j / \ . ~ i ~ _ I STRUCTURES TO BE DESIGNED AND
TEMPO ARY> ~ ~ / / / o~ s8 / 4 c o TEMPORARY 20 X40 , ~ ~ / ~ ~ ~ \ ~ ~ / / ~ SEALED BY CONTRACTORS NCPE AND
SILT FENC N / / ~ ~ ~ 1 ~ 1 \ o ~ D-~ _ TUNNEL LAUNCH SHAFT / ~ ~ ~ l 4 / ~ ~ ~ ~ ~ / MITT T / / / SUB ED O THE ENGINEER PRIOR TO ~ ~ ~ CONSTRUCTION, SIZES SHOWN ARE
~ ~ J / f l DIRT DRIV< ~ 20' X 20' T Y MINIMUMS, THIS APP I T A H T 1 / EMPORAR L ES 0 LL S EE S,
UNNEL EXIT SHAf7
1~ ~ ~ / / r r ~ t~, / ECS #2368 X2368 ~ \ 2, DO NOT OPERATE HEAVY EQUIPMENT OVER
_ / CHARLOTTE-NECK) ~ ~ / 0 LOTTE-MECKLENBURG \ i ~ ~ EXISTING 54" SEWER, i
Imo. - ' ~ o / / / ~ ~ / STORM WATER SEF a , a ~ , r ,.,F J ~ WATER SERVICES ~ i
, a ~ 33.04 PROPOSE 72 _ ~4NITARY .SE ~ ; ~~w . d ~ ~ / .,.u -n~ ~ / ECS ELEV = 598.; i4 i a5 3, CONTRACTOR TO REPLACE TEMPORARY _ / 5 :LEV = 598.56 \ . SILT FENCE ACROSS PERMANENT AND
~ , . r ,/n~~ f~l:~~ / O / PUBLISHED ELEV - SHED ELEV = 598.58 ~ TEMPORARY EASEMENT WHEN REMOVED TO
- . 194 FA I ITAT W C L ESE ER INSTALLATION,
: ~ r _~r f .~Ff4n ~5,. ~ / ~ ~ th I E v;, P REBAR /CAP TEMPORARY SILT FENCE TO BE MAINTAIN
~ Hrr'~: i ~ ' -.c N 517671 ED ~ .4266 - AND NOT REMOVED UNTIL VEGETATION HAS - - -a; , . / ` ~ E 1447754,6216 '
r ~ ~ . ~~x c / t~p ar s ~ zM~ / b \ PRO OSED ~ 4 V RE-ESTABLISHED, " ~ ~ ~ / ELE = 588,30
x~ ~ sTA +41.82 ~ - - - w. ~ ~ ~ ---asta-- 4, REMOVE ANO REPLACE ALL PAVEMENT
li / .P.a •t, ~ W PERMANENT / ~ ~ 5.: ~ , / / ~ ~ , a D N y, 12 a ~ -0; '~Y i ~ ; ~ ~ , ~ , ~ ' ~ ~ , s- DISTURBED BY THE WORK PER DETAIL
I / / -202 r SEWER EASEMENT / , / ~ ~ - ~ ~ t~~~ . ,~wY , .w,~ ~ , ~ N 51764.8836 ~ ~ ~ ~ E/CD-9, MILL EXISTING PAVEMENT AT
/ / / /I ~ GAS VALVE E -X447693.1138 ~ - - / „ AS i ENDS TO PROVIDE BUMPLESS TRANSITION,
/ / y N 517486.7 3~ / ~ ~ T ~ ~ ~ ~ . ~6 ~:~~~~;1~,~ ~d tit 12 _ H o1- o \~Ilk 111111/ ~'~r~ r s~~+ _ s~ ~ ~ RIM=5 .08 A~ ~
~ / / / t ~ I / DIRT DRIVE / / / / ~ E""'" ~ ~ ,.A„y+.~t. cep; ~ s ~ ~i.~, , ° o ° ~ ~ s r~c3.
E 1447375.4450 PROPOSED 3 / / ~ ~ ~7g ~ ~ # / ~ ~ ~ ca / SH 54iMV IN= - D ~ ° ° ° ° o%i fi a. / UT-580.08 ° r ti ~ S a- n,~
/ / a / ~ h ~ ~ ~ ~,,,I~ / J STA 7+38.18 / / / / l o / Mme' ,h~s , t N , N 517478.1267 - ~ / / / / l/ ~ ~ ~ ~ l / ~ ~ ~ . _ , ~ , ~ : 4 r r ~ ~.z,. - ~ ~ B-20 r~ ~ ~ s A~ a
- ~ / / ~ / .L,~~~~ l ~ 1~ 517530.6656 / / / / / / / + , ~ ~ a ~ ~ ~ ~ - 03077 :eta
E 1447380.5361 / / l / 1 ~ l E 1447410, 6 / / / / / / / ll l l }r {/~p' (~a T NN Ir , - F`~, . , ..t ~ x CALL NC ONECALL
Q , / 112 T NN r~r ~ / ,~5, / / / / / / TEMPORARY • ~ , / l / ~ ~ ` ~ I / ° . ~ ° ~A BEFORE YOU DIG ~,~P~ DANGER, ~i ~6. KEN
/ / 5 C ~ NG / / / / 1 / / ~QNS~UCTION EASEMENT - i ~ / / / / NOW OR FORMERLY k~~ 1
~ / / / J / ~ RM NEN7' ~ ~ / / / / MECKLENBURG COUNTY / , ~ ~ ~ HIGH VOLTAGE POW
i / / / / - 175-111-42 optAR ~ - ~ LINES OVERHEAD, ~-8oa-s32-494s x / ~ ~ f, ~ ~ D ~ l AVOID UTILITY DAMAGE
ACCESS EASEMENT ~ / \ 4951-038 s \ ~ / ~ ~i
o ~ ~ / ~ / / ~ / ~ 7-033 s \ l t11 N - - F EMH 01-060 / / / / / J ~ LOTS 1 18 ~ N4.W DR oRMERLY _ _ CRANFORD DRIVE TEMPORARY RIM=600.9 ~ / / / / TOP of PIP _ :o. ~ ~ TOP OF PIP - 4 ~ r`~ N E 58 .39 ~ ~ ~ ~ , ,.,ar , J r~`+; I ;
~ MECKLENBrjR6- e0lTt1TP- i 8 / I EXIST/ G S~'WE 1 ' '1 ~ -F
~ I ~ 54" INV IN=579.81 / / / N r ~ ,7,-z41-52~ _ _ _ -GRAVEL CONSTRUCTION - _ / / ~ 1 ~ / ~.45g~Dg ~ ~ 54" INV OUT-579.81 / l EASEM NT, 5~ ~z ,x O ~ ~Ci (~l i 7tY F~~.
PARK R,OAB- - - - -ENTRANCE ' ~ ' / l l ~ . ~ / ~ / ~ / / / l / SEE N TE
Camp I?ressez & ~vlcKee F 4 ~ _ ~ /
c / - ~ ~ - / / / / J / / T MPO ARY SI T FE E ~ / ~ WIRE HEIG I M ~ " • ~1°"~'p 301 South McDowell Street Suite 512 >
, CD- t , , ~ / / / w ~j / i / / / ELEV 623 8 / ~ " o EXISTING SEWER / / ' ~ / ~ l / ~ z :;1~. N, 17640.9778 Charlotte, North Carolina 28204
_ ~ / / /i i / l l l / ~ MORE 1447790.4051 ~ °m'~"1° Tel:[phone] Fax.[phone] ° SYC~ PROP S ~ ~ , ,a 0 ED MN#5
EASEMENT - ' r / / / / / l l I ~ / / / / / / / 1 / /
= I EMH Ot-050 / / / / / / CP ~ I RIM=595.79 / / / / `J/ / 4 R TEMPORARY PIPE STA 11 + 11.82 \ CHARLOTT U E MECKL NB RG
/ / / / 5 8° INV IN-584,86 / / ~ / / / SUPPORT STRUCTURE, N .~17fi43.4918
54" INV IN=579,49 / / / X ~ - - ~ - - " `54" INV OUT=579.42 / ~ ~ ' ~ j:..,,: / / / / / / a SEE NOTE 1 E 1447763.0316 ~
~ ~ ' ENGINEERING DIVISION
/ n / CHARLOTTE, NORTH CAROLINA
N ~ / ~ / V ~ o _ _ _ / / \ 193 , /w / / 1
s ~ ' ~ / ~ / REBAR CAP I % ~ - - - ' ; / / ~w ~ / EMH 01-070 / CAP / \ 140-04-634 1 2 .7445 ~ TEM OR
- / / / / / N 511508.60 I _ _ - - 1 / RIM=604.40 ~ X08.60 ~ ~ Job No, File No. RE EF SEWER BRIAR CREEK LI
_ ~ / / / E 1447611.68 - ~ x ? ` * / 8" INV IN=584.42 ~si1.s8 E 144 7 0.0 37 ~ i - ,1 C NS UCTI sco es ON A PHAS l
/ ~ y / I / s4 INV IN-579.36 ELE 597,28 / ~ ~ / ~ / / / 54" INV OUT=579.41 ~ = 597.28 I ~ ~ _ EXISTING ~ ~ T ING AREA PLAN 1-2a
~r / PEROXIDE M HOLE / / ~ CD-3 •'50 R/W 1 PROFILE . ,
o~ Q /V~'/'1 r, / ^ : - RIM EL -UNABLE/ 1 / C\
~y TU~/~O~S~ ~E~ ~PR T I TO LOCH REBAR /CAP ~ G CO TRU~TION
I PAR ,Rv TEMP RARY 190 Vert. 1.=4, PLAN AND PROFILE
~//SEE N~ '4 VEMENT~ E~ 0 , 1 u P LAN N 517404.6562 ~ ~ _ co-~£ A E ~ OT REI--bASED FOR CONSTRUCTION STA 6+00 TO STA 12+04
As Built Dote
~ TE 4 ~ ~ ~ • = 20• E 1447494.2868 3 - _ ELEV = 601.63 ~ ~ ~ r ~ D & D CMK/LBK DKP LBK 1-06 Sheet Of
No, Dote By 11 Revision Surveyed By Designed By Drown By Project-Engr Approved By Dote 6 70

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= _
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_ - _ - - - - - - - - - - - - - - - -r-~-- _ - - - 3 +oo
+o0 28+so 29+00 + 0 31+00 31+5D 2 + 30+00 30 5 29 50
+ 27+50 28 6+50 27 Oo 26+OO 2 NOTES; FI PR L
~ - ~ CALL NC ONECALL ~ ~ BEFORE YOU DIG R T OF EXISTING STORM DRAIN
SS SS ~ 20 1, DISCHARGE LOCATION AND OU E HOR,
i ~ i 42 S\ NOT DETERMINED. CONTRACTOR SHALL ASSUME PIPE CROSSES N .5 X89 WER AND SHALL REMOVE AND REPLACE PIPE PROPOSED SE
~ ~ 205 1~, 0 20 E 1448 8 3 94 1-aoo-s32-49x9 RF R WITH THE WORK, 9 a ~ ~ WHICH INTE E ES
PROPOSED 10 SEWER ~ i ~ MAG NAIL AVOID UTItJTY DAMAGE
~ / i ~ ~ ~ N 518889.0169 i i ~ , E E 1448737.6783 6' SECURITY FENCE, , XI TIN ~ 2, CONTRACTOR TO DETERMINE INVERT ELEVATION OF E S G .3 - 0 ti4- ~
FENCE R ~ / s5 ~ - 6 SECURITY i 0 G ELEV. - 596.23 ~ ~ SEE NOTE 6 / SEWER AND FINISHED GRADE ELEVATION BEFORE ORDERING
IM 95.6 1 ~ ~ G ~ 6 - 10 INV IN ~ ~ MANHOLE, LEAVE EXISTING SEWER IN SERVICE UNTIL \ ~ _ ~ $ \ DIVERSION IS AUTHORIZED, THEN SAW CUT EXISTING SEWER AT
SEE NOTE PROPOSED MH 10 A ~ ~ _ _ # ~ ~ ~-45 10" I OUT 58 p ~ ~i \ \ SNOW OR FORMERLY INSIDE WALL FACES IN MEW MANHOLE AND REMOVE EXISTING
\/`(,L~ 0 V OUT 5 ~ / / / / ~ - ~ _ ~ ~ SELWYN GROVE HOMEOWNERS ~ ~ _ / ~ SEWER, PLUG END OF EXISTING OUTLET SEWER ,AND FORM
\ GRA E 4. ~ ~ ~ ~ PROPOSED MH 10-8 - - S NOTE 3 \ i 16 iNV 590.21 ~ 1. ASSOCIATION- EE PROTECTION 9 N R T B NCHING TO GUIDE FLOW TO NEW SEWER, - - 5-113-39 \ ~ CO C E E E " -,,,17 R F RMERLY
I ~r X18" 0 ~ 5 9.97 ~ ~ ~i`~-~ - - - " X S`~E~NOlE ~ - - - - 12980-729 ~ TYP NOW 0 0
~ - - CITY OF CHARLOTTE L N T A SS WORK VIA LILA WOOD CIRCLE - 28-123_ 175_113_38 3, CONTRACTOR SHALL 0 CCE - - - - - COMMON AREA ~ ~ _ AND SHALL INSURE ACCESS OF RESIDENTS AT ALL TIMES,
- / / / 1 CIND 9~/ ER B~oc?c IDeR a ~ ~ 28 123 T REMOVED AND REPLACED Loc?c > ~ _ \ LOT 7 \ PAVEMENT IN SHADED AREA 0 BE
„ / 1N~ i /i ..%5 wq~ W ~ \ ~ ~ 5309 LILA WOOD CR R P ALL CRACKED TEMPORARY ~ \ PER DETAIL A/CD-9. REMOVE AND E LACE
~ 2 i / ~ \ ~ ~ i i ~ ~ ~ ~ ~ \ ~ PAVEMENT AND STONE BASE IN SHADED AREA PRIOR TO
/ 1 .U~~ ~corvsrRUCrr ~ ~ ~ ~ RFA COURSE. \ ~ ~ D PLACING SU CE
1 ~ ~ ~ ~ ~ ~ Q SED MH 11 / EMENT ~ ~ EAS ~ \ ~ ~ ~ \
~ , TEMPORARY PIPE ~5 . ~ r~.. C> ANITARY 47.37 ~ A TO THIS SEWER TO BE ONLY FROM NEW S ~ \ 3~f / 4. CCESS N 51~ 4.01 = T N ST
~ ~ Ma.. ~ i ~ n. a -~r ~:a o I our 652.9 ~ -SUPPORT STRUCTURE \ \ SEWER ROUTE, DO NOT USE EXISTING EASEMEN 0 EA : ~ ~ 02.551 \ 1 64. 014 / 1448 ~
. . f ~ . ~ t \ ~ SIDE OF CREEK, ~ ~ ~ ~ ~ ~ E 1 X8977. 3 / -
' .c~ ~ / z o-}'r~'' t+f'J ~c Yi.. • . r > ';t ~ ~ x,, ~ rT? 5, COVER ALL DISTURBED AREAS WITHIN THE LIMITS OF
- . APO ~ f. r~ ~ ~ MATTING S75 OR SE~Q`~'z x ~ ~,r n4S;.>; ~ ~ • ~ ; r. ~ f DISTURBANCE WITH EROSION CONTROL
NOW OR FORME L - ,w,,,. ~ E STO M R I NLE ~ ~ r~~~ « CITY OF CHARLO `~i'~r. x.>- ~ ,~s~ ~ w _ SA ~ ~ ~ > , ~ f ~ ; ROVED EQUAL. NAT r ~ ~ APP ARC-, ~ ~ ' ~
- / krt 'a>'fr. .xx a~-^Y, 4* f. r:x ~ .`,il.. ;A 0 175-113 4o w - TECT r~ - 0~~ / ~ , ~v=: , { M1,;. i.. .7 ~f. y ~y A~; ,s~,~}:,F•~ +CF~h' , ,,~iCy ~.~~.T~'''A I/~ ~ ;J ER .b, _ - -
0 2a-12 K ;..Y. / ~s:. / B .~.r~,e;r~,ti:.."?~. `I.:"r< r ~n{:. ~ ,5'i.~ /rV_8 i:.. X LOT , , ~ 9 ~ \ ~ r~.~+ ,,xSO,, . , ~ ,;.4.•: ~ ~ ,~,~-:`sue . r,, ` "'s ~ 6, CONTRACTOR SHALL PLACE A 6' CHAIN LINK SECURITY FENCE r J ..,5 'I. v, i 7~~0~... 2fb'lr v.V'i}M?`5_ 7 E .l~Kl I~r.~ ( ~ S8 .
, F r ~ 5335 LIL WOOD R . ~ ~ ~ ~ ~ ~ ~ R ~S?, ~ < . ; _ ~o. ~ =r•' WITH FABRIC AROUND CONSTRUCTION AREA OFF LILA WOOD . ' _ { , ~d.t : , CIRCLE AS SHOWN ON DRAWINGS, CONTRACTOR SHALL
' ti ~ Tjy'~,~`t'. / ~ ..'.rte ' i . A.. . ~ } - a ~ ~ - n ~ ~ ~ . } Y,~.,, a ~ ~ ~ - S LANE ALONG LILA WOOD } F~ ~s r ~ ~ - ~ O MAINTAIN A MINIMUM 9 WIDE ACCE S
~ EXlS IN S~OR 16 wv o r s.9 ~ ~y i INSTALL: - z\~ Q ~ ;f`` g ~ „ --578 ~ ~ L ~f p - . -,~#Ri ''~Y~~t^P'•, ii,k~.if'fj drd ar r- ~ `?r ,:~ru ~ s,;:. . ,x•=~ ~ ~ ~ _ , . ~ ~.,z~ _ ~ r~r'~ TIM S R AT ALL E , s ,h , ~ ~k,, O Cl CLE - ~
~ DRAIN PI , ~ - ~ ,1 O PLUG ~ \ ~ , . _a . x r~k 5~ 1 y 4 ~t, 5 1 1 _'s~ _ ~
~s: ~ ~ R MOV - LL E P SAD PIP E TO 'S ~ :.,,r'~ - 4 ~ . E ~~,7. INSTALL MASONRY PLUG. SCHEDULE ANp SEQUENCE OF PIP 'L?S`+~G4 , ~ n '~$~.er ,
w SEE NOTE ~ ,SEE NOTE 7 . Q ~ ~ ~ e - ~ L -587 ~ ~ ~ ~ ~ ' ~ ~ } ~ OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON R MO x v. 1 ~ _ x , { .
~ / ~ - ~ ~ ~ BA K SAC BAN R MO ~ _ ~ - : ~ ~y.'~- ~ ~ ~ < ~ ~ - ~ . EXISTING SEWER SHALL BE SUBMITTED FOR REVIEW AND ~ Y l ~ 1 ~ r Sx .ffi~
N 518695.19 ~ ~ s ,.:.f.; " ~ /i/ IDES D 00 1N S A - . ~ / ALL P ~ . , o ..~,f ~ / , S A = ~ - ~ ~ ' - APPROVAL BY OWNER AND ENGINEER BEFORE PROCEEDING. RAR x r~
~ E 144865, 0. 9 t ~ ~ ~ . RESTORE STREAM BANK T ILT FENCE N
~ Q P r ~ ~ PLUG ENDS OF SEWER PIPE PIPE _ 581 ~ _ - - 1
~ , s~~~ ,x~~ .i 1, . ~ TEMPORARY , f/{~'1~ t . ~ ~ zoo SEE NOTE 4 ~ NOW OR FORMERLY ' PERmH1~ENT SE - Cam Dresser &McKee _ P
f iy Y` %d / d~ ~ T" / R BAR CAP ~'ON T UCTION 2 ~ ~ ~ ~ ~ E / ~ SELWYN GROVE - ~ \ - _ ; .TEMPORARY
~.,R / ~t r~ f~ ~ ~ ; x~ 1 7 '~57 ~ ~ N 5187 5.549 i s ~'NOMEOWNERS ASSOGATION `'EASEME ~ ~ 87- a 301 South McDowell Street Suite 512 .COI~STRUC~ION - 175-113-39 - \ \ ~ ` 8~ °/~"a'f'~,,,9 Charlotte, NorthCamlina 28204
~ ~ ~ ~ ~ E 1448678.0800 - ~ . / B NK ~ _ 12980-729 • • - _ _ \ E S T ~ Te1:704-342.4546 Fax: [phone] \
~ .a ~ STREA . S ~ V, - 593.92 ~i 57s . ~ ~ v i x ,~j / ELE - vv 28-123 -~s~ 58 _ - Brl ~ ,.C MMON AREA 76 ` - ar .31875.1
RESTORATION - - i / Cr P eek
~ r / / ~ / i / E • 14 4.615 - G' R B E C T OT L HA ~ C ~ \
z - - , ~ / ~
~ , - . 1. ~ ' ~ I OF NOW OR FORIv(ERLY ~ ~ i A
/ - - r~- ~ ~ r~~ / ELWYN GROVE HOMEOWNERS ~ \ VA ~ ~ ,r. ~ ~ / URBANCE 1NS,TAL PLUG AND ~ v ~ ~ ~ ~ ~ 9 ~i ASSOCIATION / \ ; 'Qj 0~ ~ ~ V A . ENGINEERING DIVISION \ EXISTI VLG 42 - ~ .
C~ h ~ 175-113-39 ~ ~ ~ ~ ~ NOTE 5 iREFORM CONCR TE \ \ \ ~ ~ OTTE NORTH CAROLINA \ -TRUNK SEWS • - ~ - _
- ~ ~ ~ _ \ - ~ i 12980 729 ~ / \ ~ \ : 26-, 23 BENCHI G \ v \ ~ ~ \ \ - - - - - ~ ~ - 140-04-634
~ ~ , ~ TEMPORAR / ~ ~ / COMMO AREA d / ~ _ - - ~ _ w R E E .I N , EL1EF S \ \ No Fe o EK R
- U TI N ~ r CONSTR ~ ; / / R Job A R CRE BRI x \ ± e>~ w CARO ®ri~ ~ ~ ~ _ e°° ~ . ° ° a.r/ ~i Scoles S/C
v _ EASEME T O . 0 V Ir PHA
~ ~ ~ / / ~ ss 5~ ~ / _ ~ ~ ` _ ® PLAN
~ / ~ / ~ / / i 5 _-,1 ~ PROFILE 1„-20'
~ ~ w ~ - ~ ~ ~ ~ ,-4~ ~ i , ~ _ ~ / ~ _ 5
ffar" SS .F v Vert, 1
518646'0 6 7~ f / LEM" N / RIM 595.E PLAN AND PROFILE
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.5714 1 10" INV OUT 1.41
657.8781 mow 20 As Built Dote Of D & D CMK/LBK DKP LBK 1-06
10 0 Z( / zo Sheet 0 - No, Date By Revision Surveyed By Designed By Drawn By Project Engr Approved By Date 10 - 70

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301 South McDowell Street, Suite 512
Charlotte, North Carolina 28204
WL
PROPOSED MH#14 opwaVIm Tel: [phone] Fax: [phone]
STA 38+35.02
Ii N 519462.4506 CHARLOTTE -MECKLENBURG
E —1 44A942Z 722J
T,_T = 1E T T
ENGINEERING DIVISION
:: • / ��
------CHARLOTTE, NORTH CAROLINA
140-115•
4-634
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NOTES;
~ 10 0 20
NOW OR FORMERLY o q' NOW OR FORMERLY ROBERT C. PARNELL CHRISTOPHER M. TROTTER RM R I F WER 1-800-632-4949 TEM ORARY 1, PRIOR TO WORK ON EXISTING MH, CONFI EL E SE AvoiD umin DAMAGE
AND SARA ELIZAB H PARNE L ~ P SED MH 1 AND ANN HAWES TROTTER ~ PRO 0 175-102-45 C STRUCTIO DOWNSTREAM OF PROPOSED MH #15 IS IN SERVICE, AND
2 0 4 175-102-20 54-46-758 aY:. '4~ BYPASS PUMP FROM UPSTREAM EMH TO PROPOSED MH #15, EASEMENT , r1,.,? ~
377 -90o STA 43+49.54 I 20-845 - 501 • • ~ RI H F R NEW 8 SEWER AT INV ELEV, • , ti CORED L~ 12 OLE 0
LOT 2 ~ .~V 519902.619 LoT , 2 N 519950.1737 3227 SUNM(MEDE LN N 519859.71 , ~ ~ 586,55, PATCH WITH EPOXY BONDING COMPOUND AND
34 WINDSOR DR E 89.14 4 N ~ 1 7.2530 ' ~ C~ NON-SHRINK GROUT ALL AROUND (TYP), INSTALL PLUG IN E 449959.75 7
E 1449671.1724 EMH E 14 4, 2820 _ s~' EXISTING MH OUTLET SEWER AND BREAK OUT AND REFORM q - z, -r~-~ . ~ CONCRETE BENCHING,
RIM=595.80 a.. 8" INV IN=586.57 16 ~ = 5~ ~ PRO OSE r~' t~ x
8" INV OUT=586.5 n 8984 ~~;~~a~.~: 0 6 ; ?0 2. CONTRACTOR TO REPLACE TEMPORARY SILT FENCE ACCROSS
~ PROPOSED 8 EWER TEMPO N 519890 ~ o o_ • STA 4 ~ ~ - ? PERMANENT AND TEMPORARY EASEMENT WHEN REMOVED TO
3 N CONST E 14498 0,2417 " SEE NOTE 1 7 N N 519 37 FACILITATE SEWER INSTALLATION, TEMPORARY SILT FENCE TO BE i
c-qs EASEM 14 1214 MAINTAINED AND NOT REMOVED UNTIL VEGETATION HAS E .r , .
y r RE-ESTABLISHED,
- ~ -g f ~r i,,. iw ~r ' t 3„;W AF w ~ 5P{~, ! ~ + ~ ~-PP _ ~ ~ ~
INSTALL PLUG ~ _ ~ - ` ~ ~ ~ ~ , ~ ~ r r-.~ 1',~ "emu ~ s~ o a~ s r~yy~xcm l~rs : ~ r , , ' y, tr,.y}I~ ~(,a,~ S l'. Q r~'~'~kM Y ~ i3tt ~ 0 ~ ~ , ' ~ ~ 3. CONTRACTOR SHALL CONSTRUCT A TEMPORARY G o .err ~ ° p . y'
- SEE NOTE 4 = ~ .~;;a ~ ~ ~ , «;,-~:R OPOS£D m~2~>SAN/TA :W ~y - w ~ -N.. ~~r ~ :~S - j':,;. ACCESS CROSSING OVER CREEK WITHIN PERMANENT
. o , / ~ ~ ,,.-,;~u EASEMENT FOR ACCESS TO UPSTREAM SEWER , r. -
~ ~ ae ~.~'~'f; .r~k'-~ ~ CONSTRUCTION, TEMPORARY CROSSING SHALL 8 s~ P I N _ DESIGNED IN ACCORDANCE WITH FLOOD LA
~z;. ~ \ ..-_-V1---__ i v :<se: is i z . ~ ; ~ f. l1 fT< Yf r ~ ~ ' x +~cz: / - - ~ , zA t ~ ~ ~,r,=S72 35~~6 9 ~4 ~ 1 t - ~ ~ ~ • ~ ~ PM P RMIT NO AND SUBMITTED TO DEVELO ENT E
-ca._ r u a, w ~ : N ice.. \ ~,f. ~ - ,A ~&.`R - ~ r" t Z W` ~~l,~N N; Y ~ ~ ~r ~ ' - ~ THE ENGINEER FOR APPROVAL. ALL COMPONENTS
i+ ~ t ~W F.r ~ irf~° ~ !di~ ' : F32~ ~ ~ o.r. ~4.0 ~,,fr ~ d ~ . , . r n,~~. ~ ~ • ~ fi,~~ ~ : ~ w,~ ~ / SHALL BE COMPLETELY REMOVED AND AREAS
~ ,'g ~ is :4s v)~wv~ ~r~t r x r 1`°p`` ~,r, r+Gr ~ b _ , _ ~ - -58 r~~ ~ a ~ ~ r ~ ~ / ° ~ ~ / - • ~ /j ~ RESTORED AFTER COMPLETION OF WORK,
~ ~ --r.~ ~ / i. / ~ , i /
STREAM BANK . - r ~ ,RIP-RAP F ~ ~ INSTALL RIP 4, INSTALL MASONRY PLUG, SCEDULE AND SEQUENCE
~ 7 c = ~ ~ c TEMPORARY / - ~ cD~ / - RESTORATION n - - ~ ~ \ DITCH TYP _ 'PORARY Q PERMANENT / T WAT R FLOWS AND
/ coy ~ c-g-~ SI T FENCE ~ , ~ a4, ~ \ ~ 5 - ~-E---1-44~7~7~ a ~ RAP DITCH OF OPERATIONS TO DIVERT WAS E E r FENCE SEWER i/ R / / ABANDON EXISTING SEWER SHALL BE SUBMITTED FO
/ TYP - - v _ ~ - ~ _ ~ / / ~ / ~ - ~ ~ ~ _ Vim-- - - ~ - _ i / / ~ EASEMENT / / / REVIEW AND APPROVAL BY OWNER AND ENGINEER / ~
~ fir- ~ ~ - ~ A ~ N ~ ' a - - ~ ~ ~5 _ ii PR IN.
~ ;r ~ - - _ ~ ~84~. \ \ i i BEFORE OCEED G \ ~ ~ ~
/ r°~°!.~~ ~ ~ TEMPORARY ACCE - --5e2 = A o o ~ , ~ ~
o ~ - - ~ ~ ~ CROSSING SEE NOTE 3 - \ _ \ N ~ o ~ - A
h 0 \
~ _ - ~ , ~ s ~ ~r--.._ ~ --f 214 - , ~ Camp Dresser & McKee
~ , , CONSTRUCTION CORRIDOR B . r~cr REBAR /CAP
~ i ~ ~ LIMI TED TO 40 ACROSS _ ek N 519785.0931 ,1 ~ ~ ~ 301 South McDowell Street, Suite 512 E 1449922.0378 / / ~ ~ Charlotte, North Carolina 28204
/ ~.5~ 1M - . ELEV. = 590.58 ~ ~ i as Te1:704.342-454b Fax: [phone]
o ar~~ - 0 ~ \ ~ \ \ ~ ~ /
i / - - U R G
f~-i ~ AA ~ A~ ~ ~ A V NB LE CK ME TTE RLO CHA Ji ~i~ itt illtt
/ ~ ~ ~ \ DWI IAM R LE\ ` \
~ REMOVE ALL EXPOSED SEWER Mq ~~w ~ ' ~ ~ ~ ' ~D AYE . R uLE, `I ~ / . ~ ~v vv \ rC ,~:•4,:. 175=102-27.. T ~ ~ \ -o ~ / ~ ~ VA \ . - = - P ENGINEERING DIVISION EAL . ~ CHARLOTTE NORTH CAROLINA
/ PIPE TO 15 FT BACK IN EACH CAN o, 62-, ~ \ - ~ - - Sj - ~r ~ ` ~ / _ 0070 '
N REMOVE ALL PIERS AND A \ \ ~ BA K. 4Z ~ ~ ~s ~ EXISTING SEWER \ - _
RESTORE STREAM BANK. PLUG \ ~.9', 140-04-634 - \ • ~ ~ N File No, F SEWER ~ Job a. ELIE
r EASEMENT \ - ~ EMH 01-275 ~ E ENDS OF SEWER AND ABANDON \ CREEK R BRIAR EXISTING 36 N B• ~ llll~l f 11~1~\ Scales
I » RIM=596.4fi l REMAINING SEWER AS SPECIFIED EXISTING 42 - 36~ INV IN=584.64 ~ _ ~ ?II PHASE 1 _ TRUNK SEWER ~ PLAN i"=20
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TRUNK SEWER 4r INV OUT 583.7 ss ~ ~ PROFILE ,
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i 1 = 20 N 519767.8492 ss Sheet Of
E 1449730.6352 ss ss 10 0 20 SS D & D CMK/LBK DKP LBK 1-06 13 70
ELEV. = 590.80 _ No, Dote By Revision Surveyed BY Desi9ned By Drawn BY Project-Engr Approved By Dote - - ~ S ~
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PR FI L . I~ ~ ~ ~
NOTES;
_ ~ ~ ~ ~ ~9 x 217 - / i / ~ 1, DONT "
REBAR CAP % ~ ~ ~ 10 0 / ~ i i i M ~ ~ ' ~ ~ / ~ 0 OPERATE HEAVY EQUIPMENT OVER EXISTING 36 /33 SEWER, _ / i f ~
N 520305.1022 vERT: 1 / / iiga2= ~ / i~ i ~ 2, CONTRACTOR TO REPLACE TEMPORARY SILT FENCE ACROSS PERMANENT AND
E 1450459.1116 j kii ~ , , _ i ya EIEV, - 591.38 2 / / ~ ~ ~ , - _ TEMPORARY EASEMENT WHEN REMOVED TO FACILITATE SEWER INSTALLATION, ~ ~
/ j / ~ - TEMPORARY SILT FENCE TO BE MAINTAINED AND NOT REMOVED UNTIL
N F . S~ / / / / / OW OR ORMERLY / ~ ~ ~ i j _ , - - VEGETATION HAS RE-ESTABLISHED,
MICHAEL W. APPLEBY ~ / / ~ AND JENNIFER APPLEBY ¦ ~ / / / ~ ~ l / SOW ~ORMERLY - - - / /r- JA ES ESTES- ~ 3, CONTRACTOR SHALL CONSTRUCT A TEMPORARY ACCESS CROSSING OVER CREEK
~ ~ ~ 175-102-44 ~ / / / ~ 13242-433 / / / / / » / SOUTH PA SENIOR tJVING LLG _ WITHIN PERMANENT EASEMENT FOR ACCESS TO UPSTREAM SEWER CONSTRUCTION, EXISTING 33 ,
~ / / / i - - 20-845 / / / / / ~ / _ 18249-~ _ ~ TEMPORARY CROSSING SHALL BE DESIGNED IN ACCORDANCE WITH FLOOD PLAIN
LOT / ~ / / / I / •ti~ ,205, SUN EDE LN ~ ~ / / /TRUNK SEWER.. -2s-asa _ ~ ~ 1 DEVELOPMENT PERMIT NO AND SUBMITTED TQ THE ENGINEER FOR - . • ~ ~ ` 2101 RUNNYMEDE N/~
~ - ~i / ~ ~ APPROVA i ~-.-SEE NOTE 1 L, ALL COMPONENTS SHALL BE COMPLETELY REMOVED AND AREA
i / / / ~ ~ .,o N 2017.227 ~ ~ ~ ~ / / ~ ~ ~ / ~ - ~ ~ ~ - " / RESTORED AFT ~ - f / ER COMPLETION OF WORK, f?i~ EMH 01-320 SS
1450 .0961 , ~ ~ ~ ~ / / ~'i~ ~ j RIM-598.36 ~
/ 15 INV IN=5~ I 4, PIPE SUPPORT STRUCTURES TO BE DESIGNED AND SEALED BY CONTRACTOR S 33~ 1~1 r~r .~a§`a~ ss NCPE AND SUMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 51ZES SHOWN
5° P ~ EMP .TREE PROTECTION TYP EMPORAR .INV our=Ses.D1 ARE MINIM M U S,
a: / w~. obi _ / / / / c~- I T ;D- ~ ~ I T FENCE ss - 1
~ ~ S ~ / . ~ x T~" ARY / ~ e EXISTING 36 Z. 5. INSTALL MASONRY PLUG, SCHEDULE AND SEQUENCE OF OPERATIONS TO DIVERT
\ WASTEWAT R F S Pl E LOWS AND ABANDON EXISTING SEWER SHALL BE SUBMITTED FOR s ~ REVIEW AND APPROVAL BY OWNER AND ENGINEER BEFORE PROCEEDING,
- ~ .t N R % •ar ~ :y , CTl ~1 i TRUNK SEWER_ ~ S M NT-~ _
i ~ SEE NOTE 1 1 ~ ~ ~ ~ ~v ~ N ~ 6, ABANDON W R H ...,r x, SEE S ALL BE FILLED WITH PLOWABLE FILL, MANHOLES SHALL BE
~ CONSTRUCT16N CORRIDOR / ~ / ~ ~ ` REMOVED TO A MINIMUM 3 BELOW GRADE AND FILLED, SEWER ENDS SHALL BE
\~~5= ~ / ~ M1T D TO 40 ACROS , ~ =84 4"` ~ / / gS ~,,f,. . ~ r~ ~ ~ . ~ , Vii.. ~,f,,.,..; , SEALED WITH MASONRY PLUGS PER SPEC SECTION 02665,
R AI~ENt - - . ~ ~ ~ ~ ~ ~ _ STREAM ~ ~ } i -l Pr ~ ~ f 1 y - f~1.
SEWS ~ 580 ~ ~ / /j/ ~ 1N 7, CONTRACTOR TO DETERMIN INVERT ELEVATION OF EXISTING SEWER AND FINSH
SCI ~ ~ i . ~~i ~ i SS / ~ GRADE E ATI N ~ ~a~,~,~, ? ~ ~ ~ ~ LEV 0 BEFORE ORDERING MANHOLE, LEAVE EXISTING SEWER IN fi'~~~,'~hf. ~ ~ ~ ~ - SERVICE UNTILDIVERSION IS AUTHORIZED THEN SAW CUT EXISTING SEWER AT
P EASEMEN - ° ~ ~ ~ i i / r eh.'+. ~ ~ ~ ~ t .g ~ ~ ~ .'f' ~ i ~ r ~ - 6,~ INSIDE WALL FACES IN NEW MANHOLE AND R MOV XI TIN W R P N
~ r fl ~ % / , ~ / ~ 6" RAP ~ a ~ ; , . tin , , ~ , _ 2:: ~ E E E S GSE E , LUG E D ~.N. ~ ,~;„B~Z:1O;~j 0 of EXISTING OUTLET SEw R AN F RM E D 0 N R T N N T " ~ CO C E E BE CHI G 0 GUIDE FLOW
STREAM BANK c o . 3 ~~~:,n ~ TO NEW SEWER, .v x - s ~ ~ Fk~(- ~ ~ .ux.~~ ~ . , .
I~: ~ RESTORA TIDN CD-1 . E ss `r \ ~ / RIM 591.5 (APPROX) ~ ~ k r,.'~ n~"~. ~ ~ 1
10" INV IN UNKNOWN , , t~ r R ~ ~ .
~ \ / 3" INV IN 58 4 SS MED ~ ; ~ rx ' ~ \ 4 36 INV~OUT 585.47 ASSUMED ~ ~ ` .~,~f ~~'x' ~ z'S , ~ , > ; mss w ~5 ~ . r ~ TEMPORARY PIPE
O A ~ OW OR FORMERLY ~ ~ ~ ? ~ at~m'; ° ' a C r # N Y x.~~ i ~~4~t" 3. 'v {v ~ t'~ r ' w,.,.,~, ; ; , ~ SUPPORT STRUCTURE
d 8S\ \~A SETH A. COLLINS TEMPORARY ~
i~ 02-32 .,AND. \V ~ ~ '°f' .Oh..aR,`f'.°.~~G. f ,-6 pt., Sri' n'ri1Nn~' , .a: ~ \ \ ~ r ,dam D \ 689 -5~ ACCESS CROSSING ~ ~ E f~ \ ~ . 3w::4 S , ref . , SEE NOTE 4 v~~` ~a
s ~ N, ~ \ 41 ~A~MS R D M?~` r ; P r~ 4~ . EF.OR CONCR~r~-M,BENCHING . ~ 0 ~ ~ SEE NOTE 3 ~ ,m,~,~ , r P ~ t, , it1~~; EX STING SEW R o ~ / ~
\ S \ ~ ~ ° - X5.7. f N x ,r: N r° a f tv:fh-, r ¢cl}~L _ 'i ;yr f EASEMENT 1
rj5 ~ $a(krt ,~kk- 1S 3~i' .7n h x~v - ] ? ti \ \ ~r'Wr'4 Ira. r+~ ~t al ~ Y. a> 'tea-s~~n 1` n;'.>~~~ 5(K+y.:µ1., vr.,c~1~ ~ f ~ a ss EAL m m Camp Dresser & McKee / _ 0307 ~ ~
e % ~ °"1Bf~''a 301 South McDowell Street, Suite 512 EXISTING 1.S'' ,r ~ n d7j6i'IB91hp
TEMPORARY PIPE :;se~,», ~ oq ~-';x,, ~ ~ o G,~ . GI , ~ aonenw~bn Charlotte, North Catohna 28204
o - \ ~ _ ~ \ SUPPORT STRUCTURE ~ ~ ~~}x,~ t ~ SANI TAR SEWER , iii ~N " ° T'e1.704-342.4546 Pax. 704.342-2296 ~ B, KE ,aa~ N OR FORMERLY ~ / /
\ , ~~f." ~ ,ti rH ; _ .mac' I ~ ~ r~r~ ~ ~ f~ ~ PERMANENT SEWED NT SEWER JAMES ESTES ~
EMH Ot-310 \ ~ \ : ~ ~"a _ . ~ ~ A ti~'`e-.., _ XISTIN ~ v SEE NOTE 4 ~ o, ~n; I 1 RIM=597.50,E ~ ~~i'j~, ;:'r'te . ;r . TF`,P S~IOR LIVING LLC O _ e 75--102=3 r'1
v ~ v EASEMENT D- g \ 10'~ INV IN=585,07 ~ - a . TRUCK E E 5 ,r, r.a ~ . r~t r 18249-65D i1's
33^ INV IN=585.1D, \V ? ~ ~ . ~ \ \36" INV OUT 585.08 \ \ 28-8~4 2101 RUNNYME E LN \
~ - _ PROPOSED MH 18 Y >~1 0• e A vvv - # =~r~ . ~ vvv , ~ ~ ~ ~ _ ~ ys.. TEMPORARY \ P RY N ENGINEERING DIVISION M ORA CONSTRUCTIO
- \ STA 53+80.50 ~ ` ABANDON EXISTING \ 15021 v r~, A ~ ; EASEMENT ~SEMENT CHARLOTTE, NORTH CAROLINA
~ \ ~ ~ ~'1;~~.~. FLY ~ N 520193.5320 SEWER, SEE NOTE 6 \ \ \ \ \
~ o ` , N 520176.9224 s - ` ~ o E 1450576.4730 ~ ~ . ~ _ SAGA1 4 tao-oa-s3a
E 1450463.5377 ~ ~ ~ a ~ ~ ~ ~ ~ \ N 520184. 76 c 45 -I SAGAMORE RD TEMPORARY CALL NC ONECALL _45 9EfORE YOU DIC Job No, File No, BRIAR CREEK RELIEF SEWER
\ ELEV. - 594.51 175. 47 / ~i~; \ GRAVE P \ i ~:,,r 1450594.2 3 GRAVEL CONSTRUCTION soles PHASE 1
5 89. / ENTRY' ~ ~ M 1 \ \ ENTRANCE i- PLAN t =20 \ 1-800-632-4949
AVOID UTILITY DAMAGE PROFILE
SEE NOTE 7 \ Vert 1 =4 LO ! r PLAN AND PROFILE
i STA 52+00 TO STA 57+00
As Built Dote
i D & D CMKABK DKP LBK 1-06 Sheet Of
J No. Dote B Revision 15 70 By Surveyed By Designed By Drown By Project-Engr Approved By Dote

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\ ( 1 tl \ ~S F E ~RIf~G.E. \ \ \ I ~ 1 ' / NOTES;
- \ \ I l ~ \ ~ / D ~ IS, ~ GE OR Z`AR`T \ \ ~ ~ \ / 1, EXISTING BITUMINOUS PAVED GOLF CART PATH SHALL BE
PA l~R POS1< ~OF-E~.IMI TS \ \ ` ~ I \ \ \ ~ ~ RM E OVED AND RECONSTRUCTED BETWEEN CONSTRUCTION
11\ \ ~ ~ \ / \ \ \ ~ \ ~o / zo 20 EASEMENT LIMITS PLUS ANY ADDITIONAL DISTURBED AREAS,
.3 \ / r \ \ / \ 1 1 ~ \ \ _ ~ SEE DETAIL B/CD-9, DO NOT USE GOLF CART PATH FOR
1,37 \1 ` \ \ ~ ~ ~ \ ~ \ ~ i \ TEE BOX J \ \ \ \ _ \ \ / / ~ ~ ~ ~ ~ _ - ~ NOW bR FOR RLI~ \ \ ~ - \ \ \ \ ~u - 01.41 ~ ~ 1 IDOR ~ ~ \ \ - \ \ \ ANY PURPOSE,MAINTAIN ACESS FOR GOLF CARTS AT ALL ~ ~ TIMES,
\ \ ~ ~ ~ IRS PACK CLU INS - ~ , - ~ \ \ ~ ~ , . ~ / GPS~~. - _ N 523827.76
11 / L~MI ~0 A~E~ ~ ~ ~ \ ~1a5-051 ~5 \ / ~ ~ - - - _ 1 \ - ~ \ ~ ~ ~ ~ ~ \ \ \ ~ ~ - ~ N 5238.87 1 \ ' ~ q l}I 2415 RQSiNELL AVE V ~ ~ N 5238.~8790~ 2, E 1452372.75 GOLF COURSE HAS UNDERGROUND SPRINKLER SYSTEM NOT
\ \ _ f~ROP 1 Q \ \ 0 ~8---- t 1 ~T-R Alb/` \ ~ ~ \ ~ \ \ ~ ~ _ _ ~ ~ ~ ~ , ~ ~ X \ E 132354.5 E 1gFf22354.5150 SHOWN ,GOLF R COU SE OWNER WILL DISABLE AND SALVAGE
11 \ \ \ ~ ~ $T \ \ \ \ EV. = 629 ~ 1 GAD ~EV. = 629#- PARTS OF TH E SYSTEM WITHIN EASEMENTS PRIOR TO a
1~ \ \ \ ~ ~ \ \ \ 1 \ \ ~ _ -BAND UPST M` R \ ~ .~JV 5 2 I ~ e CONSTRUCTION, CONTRACTOR TO REMOVE AND DISPOSE OF
\ \ ~ - \ \ \ ~ Q PLUG ON SHEEfi ~ ~ , ~ 1 I I \ ~ \ \ \ \ \ 1. 4 x 1 1 ~ i ~ e REMAINING PIPE, CABLES, AND APPURTENANCES, COORDINATE
\ \ \ \ SE R E EM NT W~' C-~S- N E ~ I \ ~ ~l 1 i i ~ / , • ~N- ~2.~827.51 e ~ WITH OWNER ON TERMINATIONS AT EASEMENT IMIT ~ ~ ~ ~ TEMPORARY a L s,
242 \ , r-"'7 ~'q OF THIS P RMA~IENET \ , ~ ~ i i ~ I ~ E 1452392.75 ~ RESTORATION OF REMAINING SYSTEM, ETC. ~ - ~ " CONSTRUCTION - _
i~ s #z~ EASEME'`NT L IT - _ ~ ~ - ~ }#r: *;ru 9Y My „ Y s.a a, tl ' ~V I ' z d~~.'} t L"~}i ,~•S{'s ~i ,r'~. T ~,x
N 523444,4 \ V ` V - ~ ~ ~ w~, \ ~ e 4 ~r • N _ ' ~ t~ . .I u7 ` ~,n .ate .x-~ e'~fl` { 1 I~ E 1452426.99 VA VA \ rRiM~s1~~2~ . ~ - , , ~,...r ; ~ ~ r ~ ~ ~ 1 ~ y,.;. ~4~ } , ~ EASEMENT 1 3, REPLACE RIP RAP IN DISTURBED AREAS TO MATCH EXISTING w~ ,d. ~~,r :v~f 1 RIP RAP.
I VA ELEV, - 610,1 1 ~ ~7~. W
\ \ t ~ Q.duNYc~V.!2$~4:53 ' ' I ?u"~*, 't?ic. avf.~K'r- ~rl .3~~, + y, a 1 p,, m-~ ~ ~,5 ~ ~ / r, ~ *1~~ , ~ 4, THE SEWER R T - ; n~~r „ k; ~ ~ - ~I OU E BETWEEN COLONY ROAD AND SHARON SAND; JRAP , x, ~
- ~ p: ^ , ~ \ ~ - ~ ~ I.., ~ s; ,:ti. , ;a,; ~ O ROAD IS IN MYERS PARK COUNTRY CLUB, CONSTR TI N . ' ~ h ACTIVITIES ARE ONLY ALLOWED ON THIS PROPERTY TW
1~ A TA _ ~ ~ . ;.a ~ ~ ~ t _ . C ~ r„ ~ ~ s . K ~~,~~ss 55 Q'. ~ ' A .LU =.-a ~ +,'~"A'i~',~?)r'• ~J ~„ei,'o,:25rya~!-,d,' ~ .fr a:r n: p ~ ~~r BE EEN ~ t • OCTOBER 1, 2006 AND MARCH 1 2007, WORK X
_ QOPQ ~ ~ b ..r . 1 1 - : 0. A PIA d' ~ _ f~ahdb ax~ar r r i r ~ s.G a5. +,+I;~A +ai'' ~i _ 1 7~. - Hit ~r, f r.+'; i',. ~.a~~ ~ ~'•?~k t'--~ r~ _ a ^ E CEEDING - sf~ t• ~ ~ THIS TIME FRAME IS SUBJECT TO LIQUIDATED DAMAGES. ALL r~ ~ ~ , f ~ ~ _ . ~ O
, h- 1 ~ ~ 6. ~ ~ ~ _ ~ _ xr Y~r~ ~1~ yt~ as ~ " - ~ CONSTRUCTION ACTIVITIES SHALL BE STRICTLY CONFINED TO s>
r ~ ,,<b~ r'=, i~~~ti ~ t , ~ ~ THE D I N ,41 - z~ 1 ,r ~ ~ ~ ~ NOO: , ~ ES G ATED SEWER AND CONSTRUCTION EASEMENT 3 ~ ~a__,h "}`r r -u +Fi~ T,.` ,+~w .F+. e ~ „ Si JEE
v , v.. ~3 ~ ~ v ~ ~d' A \ :,~u,.., , b' ~ A, ~~j K tit' rrs;. ~ - ~ ~ ~ A p \ aim ~ i . ~ . ~ . I a~ . 4 -~-7r e . ~ ;4 d. i ~ P r ,I,,_;~ ~r~a r:~~~.~~ h ~S,Z- ~ 1 ~ Q S ECIFICATIONS FOR USE AND RESTORATION REQUIREMENTS. (az~ „t'iy taw 1 ~'.~:~t k~ri ~ ~ ;,_r~
n,k ~ r = 5. DO NOT USE EXISTING SEWER EASEMENT IN THIS AREA
~ 1~ ~ - - ~ o A V 1 ~ I i 1 I EMP \ T 0 ~ ~ R ~o Y PIPE _ ~ ~ ~ , f; _ ' ' ~ W UNLESS WORK IS BEING PERFORMED TO ABANDON
\ ~ v \ 1 I T I ~ \ ~ \ \ SUPPORT STRUCTURE \ ~ \ \ ' / SEWER MANH ~~y / ~ ~ ~ / OLES, DO NOT DISTURB ANY VEGETATION IN THIS
~ ,o \ \ \ \ \ \ 1 Q co \ \ \ f~Ml4 1~ Ih~' R ~ \ \ ~ ; \ SEE NOTE 6 \ \ \ \ \ YP R J EA M NT l ? TEMPORARY ~ ~ ~ ~ / ` I sE E , I~ y \i)
~ \ \ \ ~ \ \ t \ \ \ \ \ ~ \ \ E S N
~ P \ \ ~ \ 1 t 1 1 1 1 1 o RIP \ \ \ 1 r \ PERMANENT SEWER \ 1 I 1 ~ I CONSTR ' ` \ ~ ~ 1 UCT~ON ~ 1 6, PIPE SUPPORT STR T R 1 / ) \ UC U ES TO BE DESIGNED AND SEALED
a \ \ 3 \ \ DO NOT USE EX`I TING ~ ~ 1 1 i I t \ TE \ \ \ N4 \ ~5 9. 1 1 ~ ~ \ ~ BY CONTRA T ' EASEMENT ~ \ 1 C OR S NCPE AND SUBMITTED TO THE ENGINEER l ~
E \ \ EASEMEN I I t l \ SE ~ 11 1\ ASEMENT EAST ~ 1 \ \ 11 ~1 \ 1 1 4311. 711 ~ \ 1 1 ~ \ Q PRIOR TO CONSTRUCTION, SIZES SHOWN ARE MINIMUMS, I 1 ~ ~ GREEN / / )
0 1 1 ~ TH !MIT, SEE NO 5\ ~ 1 1 ? I 1 I ~ \ / /
1I ~ 1 1 t N \ TEMPORARY \ ~ 1 1 1 ~ \ \ ~ s \ \ 1 1 1 1 I I I 1 1__- MYERS PARK COUNTRY U l • 1 _ _ - - - - ~ 4 B ~0 F COURSE, •
m \ ~ ~ 1 1 r \ \ SUPPORT STR \ \ ~ \ 1 1 t ~...r ~ ~ ` _ _ _ _ ~ r~ ,~1NI11I IIJI~~ ~ / CALL NCO ;
1 \ \ ~ \ ~ 4B. ~ t ~ \ \ \ ? 1 \ \ ~ ~ I \ \ 1 \ \ \ \ \ \ \ \ ~ i i.~~SN CAR BEFORE YOU DIG
~ STREAM BANK t \ \ \ \ , 1 \ I t 1 \ . ~ ~ D 'TRAP' \ ~ _ , ~ _ _ ~ i 0 . ~E$$~ ° T '
\ \ RESTORATION 1 1 i ~ Camp Dresser & McKee ~ ~ ~ ~ r . ~ , - : ` i -500-632-4949
\ \ \ I i 1 t 11 1 o \ \ \ 1 ~ \ \ \ \ / ~ \ \ _ \ \ ~ ~ , " ~ ~ ' AVOID UTIDTY DAMAGE ` ~ . . , ~ 3017 'la 301 South McDowell Street, Suite 512
N \ \ EX \ \ \ 1 t \ a 4 Isrl \ 1 . ~r ~ ~ ~ a ~ ~ ~ ~ • • ,S~ _ • ' ~l'. E` Q,,'~, ~ Charlotte, North Carolina 2$204
\ 1\1 ~ i \ \ \ ~ \ \ 11 1 \ \ ~ ~ h ENT EA \ \\\1 \ \ \ ~ ~ ~ , ~ \ ~ ~ ~ 0 TRAP.. ~9 :yGIN'G 0 ~ opemtlale ~ \ ~ i~G ~ Tel; 704.342#546 Fax: [phone]
\ \ \1 ~ ~ ~ BANDON \ \ \ \ \ \ \ \ \ EXISTING \ \ 1 \ z ~lHl \~y \ ~ \ ~ ~ i 11
\ ~ \ X ~ \ \ a \ A~ \ 1 \ 1 ~ .r` \ \ \ \ SEWER \ \ \ .i f!s ~ ~ \ \ ~ \ ~ ~
\ \ \ \ _ ~ \ \S1L~ ~FE ~ \ \ \ SE \ \ \ NOTE 5 \ ~ CH AR LOT T E • ME . CKLE NBU RG ~ ~ ~ \ ~ ~ ~ \ NOTES CONT D;
~ \ \ ~ \ \ / D 1 \ \ \ ~ ~ \ \ \ \ ~ \ i ~ ~ \ ~ • _ ~ ~ ~ ~ ~ \ ` _ _ _ - ~ ~ ` 4, INSTALL MASONRY PLUG, SCHEDULE AND
~ \ \ 1 ~ I - \ \ \ 1 \ ~ \ \ 1 XISTING ~ \ \ \ ~ BIT. ~FOLF CAR ~ ~ \ SEQUENCE OF QPERATIONS TO DIVERT ~ ''1, ENGINEER 1 ING DIVISION
N \ \ \ \ \ n ~ \ ~ \ \ \ \ o N \ \ \ \ \ ~ PATH. SEF NOTE 1 ~ \ ~ ~ - - ~ ~ ~ ~ WASTEWATER FLOWS AND ABANDON EXISTING
L \ \ \ 1 \ SEWER HA ARLOTTE, NORTH CAR(7LINA ~ ~ ~ ~ ~ - ~ ~ ~ ` ~ . S LL BE SUBMITTED FOR REVIEW AND
~ \ \ \ N 1\\ / \ e ~ \ \ .1\ TEE ~'R~TECTION 1 \ ~T \ \ lD \ 1 1 I \ \ \ ~~,APPROVAL BY OWNER AND ENGINEER BEFORE ~ ~ ~ _ _ - ~ ~ too-oa-s34 \ \ \ ~ ~ ~ - _ - - ~ ~ ~ ~ PROCEEDING,
\ ~c i E7l ~ . 1\ o \ \ ~ \ ~ \ \ \ ~ 1\ 1 \ 1 I ~ \ . ~ ~ Job No, File No. BRIAR CREEK RELI W _ EF SE FR
~AS~ \ \ 1 / Rr p \ \ 11 \ \ I \ \ \ p \ ~ ~ ~ ~ ~ 5, ABAND N W R H ~ Scales q ~ ~ ~ \ 0 ED SEE S ALL BE FILLED WITH
~ \ ~ q ~ ~ 1\ 11 t EXIST 30 i ~ 1 \ ~ ~ PHASE l \ ~ ~ ~ _ _ _ _ _ _ _ ~ ~ \ PLOWABLE FILL, MANHOLES SHALL BE REMOVED PLAN ~ =20
\ \ 1 ~ ~ \\1 \ \\\1 \ \ \ \ \ \1 1 ~ I I \ \ ~ ~ ~ ~ \ TO A MINIMUM W ~ ~ i _ _ , ~ ~ ~ \ 3 BELO GRADE AND FILLED, PROFILE ,
~ \ \ \ . , \ . , ~ . , ~ \ ~ ~ ~ , TRUNK SEWER - ~ . ,CCUICD CAIr1C CIJAII DC (~cei r-n uun, ~unn.inv 7 _7P -
u1v0 OnnLL OL JCMLCU Min MNJVIVRi nor, - / -,z
\ ' \ \ PLAN ` PLUGS PER SPEC SECTION 02065, Vert. '=4' V V PLAN AND PROFILE
/ r - _ _ - - - - -
\ 1 \ 20 \ \ } ! / As Built Date STA 96+00 TO STA 101+50
VLV \ \ \ / Sheet Of
\ \i\ 11 } } / ass i o o I r~v + / / D & D CMK/LBK DKP LBK 1-06 / \ , - - No, Date B Revision 24 70 Y Surveyed By Designed By Drawn By Project-Engr Approved By Date - -

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NOTES;
- ~ , J i ~ / / I I 1~u~ 1, DO NOT OPERATE HEAVY EQUIPMENT OVER EXISTING 27" SEWER,
\ ARON ROAD T RA ~ f ~ / ~ N~ 579 .10 2 PIPE SUPPORT STRUCTURES TQ BE DESIGNED AND SEALED BY i
~ ~ N 56 7.07 \ ~ ~ N FO Y \ N61N OR FORMERLY/ _ G VE CONS UCTI dERLY/ r ~ i ~ ~ / 45 8. 03 CONTRACTOR'S NCPE AND SUBMITTED TO THE ENGINEER PRIOR TO / E 1 7
1 E 14 718842 COU LL / ~D,LC. INVES E~GROUP W OR FORMER 1 - -1 ~ AND A. DUDLEY k'~GROUP CONSTRUCTION. SIZES SHOWN ARE MINIMUMS, DuoLEr. PROMOS ~S' SEWER / / / 8 .43 0
~ EN E ~ / .DANIEL WERTS NOW OR FORMERLY 120 7 ~ ~Yj 153-105-16/ s~ ~ /
1 153-105-21 NOW OR FORM BERRY M. BRENNECKE ~ 33 B9~9 12966-176 ANTHO A. TLE 153-105-19 LO 4 4 ~ ~ 332-344 s NOT. , ~ ~ 154 00. 38 IN ~ I 2, STALL MASONRY PLUG, SCHEDULE AND SEQUENCE OF ~ / ~ EMH 2-4 OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON EXISTING
x 332-344 ~ - 15 -10 -20 16385-362 2315 SHA 0 LO - TEMP~A•R-Y~`ONSTRUCTIQD~ a / / R~ s16. ~ ~ ~ ~ SEWERS SHALL BE SUBMITTED FOR REVIEW AND APPROVED BY THE N RD ..--ELEMENT / / INS IN 60 .
W OR ORM Y LOr 2 ~ _ 395 _344 D Q~4 HARON RD / ~ ~ 2327 SHARON RD ~ 4 LOT ~ / CIT OF CI'4~RL0 ~ / LOT 2321 SHAR RD ~ e / / ~ ~ . c / / / 27 i ~ a.5o / OWNER AND ENGINEER,
1 -10522 \ ` PROPOSED H 3 2323 SHAR RD 0 08.43 ` i _ / / ~ ~T A DONED) P~OPO ORA~Y
3 14-11 ~ \ J / \ e e 332 44 p ~ STA 125 46. e ~ / / / 3, REMOVE EXISTING BUILDING IN ACCORDANCE WITH SPEC SECTION
Lor ~ ~ ~ \ ~ 7 4 IA--0OCfT6USE MH - / / ~ 02065, REMOVE BUILDING FOUNDATION UTILITIES, PAVEMENT, OBTAIN ~ /
o Ro N 525565. 26 - / / ~ NECESSARY PERMITS AND DISPOPSE OF ALL MATERIAL OFF-SITE, 1NV 1N 60 / / / o ~ i TOPSOIL, PREPARE AND SEED ALL DISTURBED AREAS,
\ ~ T1NG .~8` `'o ~ PROPOSED TEMPORARY ~ E 14535 .4391 - N " NOTE,4_ , ~ / o . ~ ~ ~ "
A G \ 0 6 ~ HOUSE M 4 D/A DOG H T- \ ~A ~ 4, CONSTRUCT 30 BYPASS SEWER, BYPASS PUMP ENTIRE FLOW
~ , ~ ^ - FROM MH__ TO DOWNSTREAM MH__, PUMP CAPACITY TO BE __MGD _ _ _
~ . . \ - - - , .~s- A :.gin ~ ~ i ~ ~ ~ ~">,r,,' ~ .i f• l ~e .:firr. ,".;r~.,~q, ¢~rr-~-r,;. +.f:'+e+ a~ _ ~ ~ (__GPM), BYPASS SEWER SMALL BE TESTED AND ACCEPETD BY • . 4:_ M
~ t ~ I \ _ ~ 5~,.: .~3 r. r::. '.'l~~`' pis t~ -;'h ~:C.. ~ k .t t~x,xh ~~F 9 cs~ t.. \ ~ _ a,~l N.a ~ ~T"f5 e ti ~+~i 1,; ?fig f"7h, ^n ~ 7 „ry,,, f emu, i ~ ~ ~ ~ ~ ~ " ~ ~t~"~~ s' ~ ` ~ OWNER PRIOR TO BEING RUT INTO SERVICE, SCHEDULE AND
~ L' ~ - ~ , .~;;,i .~,i 1 ~~ARn u ~ -k~ Yr q~ ~5.-~iAc:, } r~ a~~1 't ;~i,. .~,r...~ }7y~~'[ i ~ ~ Y~ - ~ ~ _ N i - ~ SEQUENCE OF OPERATIONS TO DIVERT WASTE E LOS D
f.~ ~ - / ~~'6Q~"$A RY~~ ~ RS~ ~ - ' .~~`'IQABANDON EXISTING SEWER SHALL BE SUBMITTED FOR REVIEW AND
APPROVED BY OWNER AND ENGINEER, 30" BYPASS SEWER SHALL BE
~s ~ ~ - ' - ABANDONED AFTER NEW 60" SEWER IS PUT INTO SERVICE, W
r ~ !ate ~ _ ~ ~ `a 1 ~ ?w: ~P a+ s. IIWO X 1N.4 t N69 ~E~„ 6 6 ..yam ~r: ~ - ` m. ` ~ ~ ~ ~ 5, ABANDONED SEWER SHALL BE FILLED WITH PLOWABLE FILL,
- MANHOLES SHALL BE REMOVED TO A MINIMUM 3 BELOW GRADE AND N U,'. 3kyJr.~+ 'Y( ~ 7.'~ S ~ .,.I l 'F ~ ~.~jv •5 & - J~ .^Mq{ N
• r.3.4Y ~ k m ~tN'f h#+r n~_ r s v ~~r• 't~ Y ii ~`r~~ -r • . ~ r~ h ~ , ~ ggs ~ a~.• ~de~• `~~~~i~- ~ ~ . ;~j Z FILLED SEWER ENDS SHALL BE SEALED WITH MASONRY PLUGS PER _ . . u...,, ,.t r. < _ .u71c+GfT' , 4 .A~' 9s 0..,r ,i.. ,sFp..v,: ry~cMa61r, ~q}.~- .~Fik. Mt4. - ~y-.,.; x .
-n / \ I i1 V SPEC SECTION 02065, ~
~ MgpCe @pk i - ~ ~ 0 ° ~ of o ~ of PERMANF.A(T WER , , ~1Q
~EMH 410 / _ -~i ~ 6, (FUTURE) ~ ~ ~ MPO Y PIPE - ~/i
,i ~ PORARY R1M 61 .93 ~PORARY EASE _ _ _ _ ~ _ ~ SUPPORT TRUCTURE = _ - ' ' - = 7, PIPE SUPPORT STRUCTURES TO BE DESIGNED AND SEALED BY
~ ~ ~ ~ ~ 27'~wv w saa.23 / ~ CD-1 ~ SILT ~NZ`F' Q D' ~ 7" V OUT 60 . - - - - - - - - / ~ EMH 02-420 ~ ~,,`~~/j CONTRACTOR'S NCPE AND SUBMITTED TO THE ENGINEER PRIOR TO
D - - RIM 616.50 n ~ - _ _ - - - - - INSTALL 27 + sEE NorE ~ _ _ 27" UG ~ - CONSTRUCTION, ALL SIZES SHOWN ARE MINIMUMS,
- - - - G
r E~ TI17 K_ _ - _ _ ~ STREAM BANK I I , _1 DANGER, _ _ , CD
REMOVE EXISTING = _ _ co Z - - - - - - - - - - - - - o TO E ABANDO ~ _ _ - - . RESTORA T10N 1 T HIGH VOLTAGE POWER
a ml UILDING SEE NOTE 3 - EXISTING~ ~ ER LINES OVERHEAD, ~ CALL NC ONECALL
N ENOTES _ ~r - 253 EASEMENT BEFORE YOU DIG
N R OVE _ ~ ~ REBAR/CAP Briar Creek NSTRUCTION
G N 525545.4244 -_GORR-!0 _ - _ = - 254 - ~f~l-1Ml-F~ _
o~ ~ N ~E~ N 3 E 1453766.9153 REBAR CAP / - ~ ~ ~ 1-800-632-4949 Camp Dresser & McKee / AVOID UTILITY DAMAGE
~ ~ ELEV 614,96 - ~o ~ - - - N 525618.4813 - - - - - - / _ _ _ - - 301 South McDowell Street, Suite S12
co - _ _ - _ - - - - = E 1453950.9851 _ - - - - ~n„~,,., Charlotte, North Carolina 28204 - ELEV 615.83 ' - ' ' - as TeL• 704-342.4546 Fax; 704-342-229b
U ~ 1,~ X77, rk/ a ~ ~ - - - -~i = - - _ .J-- ice' - ~i~- T`(•
- ~ H 0 EC A
OE DE ~ - ~L
/ ~ OE 0 3 ~ SS - SS
ENGINEERING DIVISION
~ / - OE / CHARLOTTE NORTH CAROLINA
m I PLA TER
° OE s OE / ' ~ 140-04-634 s
OE ~ I ~ Job No, file No, BRIA CREEK RELIEF SEWER R
I - Scales r SS SS SS PHASE
(LOWER ~ - PLAN t =20
U ~ / ~ - - - ^`DiP \ * ~ PROFILE
_ I FLAN ° Vert. 1"=4'
Q0 \ \ PLAN AND PROFILE
\ 1 = 20 STA 125+00 TO STA 130+50 As Built Dote
l'
D & D CMK LBK DKP LBK 1-06 Sheet Of
30 70 No. Date BY Revision Surveyed BY Designed BY Drown By Pro1ject-En9r Approved By Dote 30 -

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_ _ - _ -=P Q -OSE --6~ --55 =~1lJT - ~ 94.:3 = . _ - _ _ _ - - - - _ _ _ _ _ ~ _ ~ ~ I ~ _ _
_ _ _ - _ - ~ - _
- _ - - . _ - _ _ r _ - - - - - - - - - - - - _ L._ ___.L_ _ _ _ _ _ _ _ _ r _ _ . _ _ _ _
132+00 132+50 133+00 133+50 134+( + 0 131+00 131+50 1 30 5 ~ F PR 134+00 134+50 135+00 135+50
L
~ \ / ~w' 1 \ _
/ ~
G 10 0 20 / STREAM BANK RE DRAT! N ,i» ~ , \
/ -1 NOW OR FORMERLY VERT, 1 = 4 / ~ ~ GDLC INVESTMENT GROUP / ~ / / x
/ ~ ~ / AND MECA PROPERTIES 2 0 4
\ REMOVE ALL EXPOSED PIP TO 5 153-105-15 l - NOTES; x ~ , ~ ;r
/ BACK IN EACH BANK. PL G ENDS 9949-609 ~ / 1 DO N T OP RAT H VY UIPM NT N XISTIN R 0 E E EA EQ E O E G 30 0
OF EXISTING SEWER SEE OTE 4 332-344 ~ LOT 7 ~ 2711 SEWERS, SECURE AND MAINTAIN THE INTEGRITY OF
/ 2301 SHARON RD ~ ~ / EXISTING SEWERS THOUGHOUT CONSTRUCTION.
.
EXISTING SEWER \ ~ ~ ~ ~ 2. PROVIDE 14 DAYS NOTICE TO THE AIRLIE HOME OWNERIS ~ ~ ~ ASSOCIATION BEFORE THE START OF CONSTRUCTION IN
/ 255 ~ ~ EASEM N t~ REBAR /CAP ~
X N 525809.6353 ~ THE AREA FROM STA 134+19,88 TO STA 148+3043, COMPLETE ALL CONSTRUCTION WITHIN 60 DAYS FROM
0 ~ E 1454143.7258 4 START OF CONSTRUCTION, CONTRACTOR MAY DRAIN THE
ABANDON EXISTING ~ ~ : ELEV. 613.02 ~ Now oR FoRM~R Y ~ , ~ ~ e ~ ~ AIRIJE HOMEOWNERS A OC INC POND DURING CONSTRUCTION BUT IS RESPONSIBLE FOR
„ - ; , 30 EWER 3 AND LINDA A DUD SECURING ALL PERMITS AND REQUIRED APPROVALS
. . Q SEE NOTES 1 AND - a,. ~ ~ ~ 153-105-87 PRIOR TO INITIATING CONSTRUCTION IN THIS AREA,
~ ~ ~ . ; ; ~ ° / N 525846.90 4m-a~a CONTRACTOR IS RESPONSIBLE FOR RESTORING THE POND LIMITS OF INCLUDING SHORELINE AREA TO ORIGINAL OR BETTER
N ~ ,f;` s~ E 1454193.37 22-as 1 R
~ ~ ~ ~ TEMPOR~ ~ - ~ ~r~ - \ -TEMPORARY EXISTING POND CONDITION BY THE END OF THE 60 DAY CONSTRUCTION PROPOSED MH#35 PERIOD,
~ . ~ : ~ . - ~ , : ~ - - 46.40 ~ CONSTR( _ ~ N 5258 OS ~ \ CONSTRUCTION STA 134+20.42
E0 - ~y EASEME~ ~ ~ i r , E 1454224.20 EASEMENT 3, ABANDONED SEWER SHALL BE FILLED WITH PLOWABLE / 1
V ~ e N 525921.4555 FILL. MANHOLES SHALL BE REMOVED TO A MINIMUM 3
Mr,. , „x _.__,l Q~ 9. T S , , qR - ~ ,TEMPORARY PIPE E 1454346.6235 BELOW GRADE AND FILLED. SEWER ENDS SHALL BE
~ ,v i ~ ~ SEALED WITH MASONRY PLUGS PER SPEC SECTION ~ e \~>>~~Inlr~~`d v~~ ~ OARO 02065,
v rs-~ F \ / of ti , _.a . GY ~~t SUPPORT STRUCTURE ~ F,~~,,.7 -
~y. SEE N TE 5 _ Q ~ SS • ~ F~ r 4, CONSTRUCTION CORRIDOR FOR REMOVAL OF AERIAL
~ s F~r F. R J.- a. f 4S.<.,: •.i~ .171 P::.7 .r.'i. ~ ` mss: y. ? LIMITED TO WIDTH OF EXISTING 25 EASEMENT,
4 / ~ ~ ~ ~ - v~ ~ ~ ~ o \ zy r,4' y>~ ' ~ , t~ ~ ~ ~ 30 7
+ w ~ N ~ ;rt ,Y~ ~ _ ~ ~ 5, PIPE SUPPORT STRUCTURES TO BE DESIGNED AND ~ ;z • F . 1
' s,,. .R^"~. ~ r ~rooi .wx.. ~r±. P MANENT S RF ~ t ~ry ry~ "iµy .ix:. ~-vr . { ~ ~~>~R1~'µ ~ . ~ 4 _ e %9 • N E • SEALED BY CONTRACTORS NCPE AND SUYBMITTED TO
M ~ ~ ~ ~ RY> SEWS ~ r = PROPO E~"60tw . NITA R ~ v ~J~r.,,. ~q,~i ~ i ~ E~ ~ THE NGINEER PRIOR TO C NSTRUCTIQN, ALL SIZES SEWER .j,.~,>.~ ii N B, K E Q ~ , ter. ~~~JIIIIIN~~ SHOWN ARE MINIMUMS
AS ENT ~ \ s. ~ t ~h,'
\ C] ~ r '1` ~r,. d ~ \ r ~ is ~ • ~ .h ~y ~ • `s::. , 2;, ~ ~ r..~
~ y t~ q~. :~rA , i r ' eN ~ {.v r - „ ~ h, .ni E aid { Y f
~ A\ ~V~ \V A t - tr; i, ~ y,~ k .i N7~. \ 1 a; R ..i N'~ s ~ ~ 1~ ~~a. , o~~ ,
\ \v ~ ~ s ~ # ;sV~ ~ ,moo HIGH VOLTAGE POWER Y r; ~ a~ ~ , QS ~ s r & cKee ~r ' , ~,Q*~, r{ ~n~ ~ ~ - LINES OVERHEAD, Camp Dyes e M ~ .
~ V - ~ ~ . ~ ~ 13,x+ .00 ~ . ~ .
-o / ~ ~ ~:S Q ~ 301 South McDowell Stree , Smte 512 • ` _ h Charlotte North Carolina 28204
\ \ 866. k, ~ ,t 3 r q ' , ~ X Te1: 704.342-4546 Fax: [phone]
\ r , 3 ~ ~ a~~~ ~F,, F
~ , ~ ~
- - - ~ S LT F C ~ URG REE ENB T MECKL ~ CHARLOTTE
PROTECTION . ~ ~ ,~o ~ ~ ~
~ ~ ~ , ~ PERMANENT _ , \ . a , TYP ~ A.µ
~ ~ \ ~ SEWER EASEMENT ~ ~ ~ ~ ~ o ~ ENGINEERING DIVISION j ~
~ ~ ~ \ l~ a ' ~ ~ ~ , CHARLOTTE, NORTH CAROLINA ~ ~ ~ ~
mss \ ~ ~ \ ~ ~ ~ ~ v CALL NC ONECALL 140-04-634
\ Br. \ \ 256 ~ \ ~ / \ \ ~ ~ 'l`' ~ , 256 ~ BEFORE YOU DIG V Job No. File No, AR CREEK RELIEF SEWER
\ ~ ~ Q'r \ = REBAR ~ BRI REBAR /CAP o~ ~ Scoles 1
~ ~ ~ ~ \ Cr. \ \ - N 525' ss \ ~ ~ ~ ~ ~ - ~ \ @ \ E 145 N 525881.5852 ~ \ ~ Q „ RASE l P \ ~ PAN 1 =20 x L
k ~ E 1454384.0666 _ _ 1-800-632-4949
~ ~ ~ ` ~ - ~ ELEV. ELEV. 614.73 - ~ / AVOID UTILITY DAMAGE PROFILE , p t=20~ f ~ ~ ~ ~ ~m\ ~ Hor, C-27
EMH 02-440 ( Vert. _1 =4 PLAN AND PROFILE
RIM 616.80 / 30" INV IN 609.05- STA 130+50 TO STA 135+50
30" INV OUT 609.05 As Built Dote
c0 \ \ (TO BE ABANDONED ISheet Of
\ \ 0 p D & D CMK/LBK DKP LBK 1-06 1,51170
No. Dote By Revision Surveyed By Designed By Drown By Project-Engr Approved By Date - -

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_ _ R - -60_-: _ _ - - - - _ _ S Q_ . _ - - - _ _ _ _ - _ _ - _ - - - - - - - -
c 147+50 1 48+00 148+50 149+00 149+50 150+00 150+50 1.. 151+00 151+50 152+00 152+50 153+00 153+50
PR FI L NOTES: FI L
1, DO NOT OPERATE HEAVY EQUIPMENT ON EXISTING 30" OR 21" SEWERS, SECURE AND MAINTAIN THE INTEGRITY OF EXISTING SEWERS ~ ~ ~ , OR; 1 = 20
THROUGHOUT CONSTRUCTION, CALL NC ONECALL ~ ~7 BEFORE YOU DIG
2. PROVIDE 14 DAYS NOTICE TO THE AIRLIE HOME OWNERS ASSOCIATION BEFORE THE START OF CONSTRUCTION IN THE AREA FROM STA 10 0 20 20 4 Z ~ ~
TA 14 + 4 MPLETE ALL CONSTRUCTION WITHIN 60 DAYS FROM START OF CONSTRUCTION, CONTRACTOR MAY DRAIN THE X 134+19,88 TO S 8 30, 3, CO • _ X u ~ - a NOW OR FORMERLY EXISTING 27 SEWER 1 n N ~ 0
TI N B T I RESPONSIBLE FOR SECURING ALL PERMITS AND REQUIRED APPROVALS PRIOR TO INITIATING CONSTRUCTION VERT; 1 4 POND DURING CONSTRUC 0 U S IN THIS AREA, CONTRACTOR RESPONSIBLE FOR RESTORING THE POND INCLUDING SHORELINE AREA TO ORIGINAL OR BETTER CONDITION BY THE ,--X IAINI-sKOas UAIITED KINDER-CARE ~NS~ALt P U N 1-800-632-4949 LEARNING CENTER TO BE RETAINED <
END OF THE 60 DAY CONSTRUCTION PERIOD 4 0 4 4 153-105-28 NOTE 4 Z AVOID UTILITY DAMAGE
3, ABANDONED SEWER SHALL BE FILLED WITH PLOWABLE FILL, MANHOLES SHALL BE REMOVED TO A MINIMUM 3' BELOW GRADE AND FILLED, SEWER NOW OR fORfdERLY I . 7263-157 ` 0 1700 PROVIDENCE ROAD ~ EMH 02-510
ENDS SHALL BE SEALED WITH MASONRY PLUGS IN ACCORDANCE WITH SPEC SECTION 02065. AIRLIE HOMEOWNERS ASSOC INC AND LINDA A. DUDLEY RtM 626.52
4, INSTALL MASONRY PLUG, SCHEDULE AND SEOUENCE OF OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON EXISTING SEWERS SHALL BE 153-105-a7 PROPOSE' 38-A -C 10 INV IN 6 Z X 12" INV IN 62'.x`0 D
SUBMITTED FOR REVIEW AND APPROVED BY THE OWNER AND ENGINEER, x777-a7a SEE NOTE 7 27° ~N~~ ~N 6, ~ n \ ~ ~
" YPA W R YPA PUMP ENTIRE FLOW FROM MH__ TO DOWNSTREAM MH__, PUMP CAPACITY TO BE MGD GPM , 22-as 5, CONSTRUCT 30 B SS SEE , B SS ) COMMON AREA 27 INV OUT 611.57 (Tfa ~
BYPASS SEWER SHALL BE TESTED AND ACCEPTED BY OWNER PRIOR TO BEING PUT INTO SERVICE, SCHEDULE AND SEQUENCE OF OPERATIONS PROPOSED TEMPORARY TO DIVERT WASTEWATER FLOWS AND ABANDON EXISTING SEWER SHALL BE SUBMITTED FOR REVIEW AND APPROVED BY OWNER AND ENGINEER, ~ \ ~ NPORARY N 526529.6 6 N
30" BYPASS SEWER SHALL BE ABANDONED AFTER NEw 60" SEWER IS PUT INTO SERVICE, 6 DIA MH T-5 \ N 14 ~ 'S E 56122,5 5
6, PIPE SUPPORT STRUCTURES TO BE DESIGNED AND SEALED BY CONTRACTOR'S NCPE AND SUBMITTED TO THE ENGINEER PRIOR TO 3O" INV 1N 611.15 PROPOSED TEMPORARY 11.15 N 526488.8813 ,
CONSTRUCTION, SIZES SHOWN ARE MINIMUMS, TEMPORARY r X 6 DIA DOGHOUSE MH T-6 e
30 INV OUT 611.15 7, CONTRACTOR TO DETERMINE INVERT ELEVATION OF EXISTING SEWER AND FINISHED GRADE ELEVATION BEFORE ORDERING MANHOLE. LEAVE CONSTRUCTION 611.15 f 1455942.0037 LANDS APE AR z ~Y I~tV IN/6 1.38
EXISTING SEWER IN SERVICE UNTIL DIVERSION IS AUTHORIZED, THEN saw CUT EXISTING SEWER AT INSIDE WALL FACES IN NEw MANHOLE AND EASEMENT N 526478.7759 / " e ~ [r1
REMOVE EXISTING SEWER. PLUG END OF EXISTING OUTLET SEWER, AND REFORM CONCRETE BENCHING TO GUIDE FLOW TO NEw SEWER. 54 LF 30 BYPASS SEWER ~ - e e "WER 30 IN UT 11.38 e f 1455945.5586 /
e PRO MH#3 SEE 5 - . i ~ 6486.412 e X ~
ST 30.3 MANENT N TEMPORARY PIPE 56002,54 3 ~ i s~ X X, Ri
EWER ° SUPPORT STRUCTURE 6 . 7 ~E n ~ x
e N 526450, 34 N 6.124 ~ ~ 32 Lf 30 BYP SS SEWER ~ - 4~ INV ~r 616 5
E 1455658.117 E 4 8 .8 SEMENT SEE NOTE 6 ~ NOTE 5 _
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A - ~ / ~ , - , ~ SEE NOTE 4 s^ v N -c~.oa=- R~AR /CAP SEE NO ~ V ~ / IN ouT~,9L. Camp Dresser & McKee
N 526421.3292 4 --~i
~ REE C L / / E 14 / TREAM G / / E 145 896.6687 " ~ ~ ~ 5 C-46 PROPOSED 3(Z-- SEW ~ ~ 301 South McDowell Street, Suite S12
~ TYP / _ ELEV / O~ATlON ELEV. 618.19 , i ~ a,.,,r, Charlotte, North Carolina 28204 a Te1:70A-342-0546 Fax: 704-3h2.229b

PROPOSE ~ ABANDON EXIS G - / / » f PROPOSED TEMPORARY - - r I
RE 6 D!A DI N 0 27 SEWER 6 DIA DOGHOUSE MH~T~ F ~ - , • ~ _ . ~ A
GND ELEV , / EXISTING " p 30 1NV SEE NOTES 1 AND 3 30 1NV IN 61.~:0~ .-153x1(15-`t7"" '',r- 1
~ SEWER 27 1~1V- -PR4VIDEDIEERD' 4~ 27 1l~lV-0 Tai 1'1`i r _ ~ ~ ENGINEERING DIVISION
~ EASEMENT - _ / i ~ - ~~.-NAPE SF~-NO1'E~5 i ~
i ~ ~ CHARLOTTE, NORTH CAROLINA
EMH 02-500 ~ ` - RIM 619,29 i ~ TEMPORARY , i ~ ~
27" INV IN 610.69 ~ _ _ _ _ TONNE N H 14o-oa-63a .sir.. ~ /
_ ~ ~ _ 27" INV OUT 610.69 - - - ~ ~ TO BE ABANDONED ~ - - _ - ~J'J'' ~ Job No. file No. I CREEK RELIEF SEWER BR AR AF -
_ W RLY_ - _ - - - ~ - l.. / r- ~ i ~ Scoles .~yy PHASE I
i ~ ~ -ANO"IIND~, -D~d9LE~" - - - ~ ~ " ,i 1sA1A-D'r,-- -J PLAN 1 =20
/ i i i ~Z17-874 . re ii . - PROFILE ~i „
/ l / CONSTRU ~ - - -
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L/ , Oi Vert, PLAN AND PROFILE
/ - PLAN STA 147+50 TO STA 153+50
" _ As Built Date 20Sheet Of
mwsilm D & D CMK LBK DKP LBK 1-06
0 20 'OE zo 34 70 No, Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date
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P FI R L FI Z L CALL NC ONECALL
HOR; t" = 20' ' ~ - 20, BEFORE YOU DIG
~ ~ ~ ~ \ ~ ~ ` ~ \ ` rn 10 0 0 20
cn VERT: 1 ` = 4' " tT; 1` = 4~ 1-800-632-4949 ' AVOID UTILIN OA~IAGE
\ NOW OR FORMERLY
\ N ~ R. NOW OR FORMERLY \ J. ALEXA DER LAW}-J 2 0 ~ \ AND GAYS H. L W 0 4
1551 3-16 155 123 I ~ NOW 0f~ FORMERLY 9140-6 0 16064- 25 / PIATT 4- NOW OR FORMERLY ~
DEAN 5 I 4-115 AND MARY LaU PIATT / Lo Q ~ ROBERT A. BARNETT /
LOTS 155-123-17 1623~bTLANO A 155-931-13 9819-255 '
1633 SC07LAND AVE CONSTR CT/ON 9009-226 1636 TWIFORD PL sj,
4-115 CORRID LOT R ~ ~S . ~ ' T,
LIMITED TO 40 1627 SCOTLAND AVE o~
CROSS STREAM ~ G STREA BANK PERMANENT ~ x
r o \ x F ~ CD_ SEWER
F " RESTO ATION I ~ RIP RAP ITCH _ \ TREE PROTECTION TYP. EASEMENT
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CO ` TOP OF PIPE " s i I 27• vcP DANGER,
N ELEV=615.32 p 27" VCP ~
267 a HIGH VOLTAGE POWER
o REBAR CAP v' vcP / e o 269 LINES OVERHEAD, REBAR /CAP -
~ _ - N 527343.3514 20 EMH 02-560 N 527771,8923 _ - ' _
~ - E 1457019.9295 RIM=622.72 ~ ~ 27" INV IN=613.93. E 1457388.1550 _ _ -
N - ELEV. = 619,60 1' ~ ~ .i -v' INV OUT=613.93- _ ~ ~ ~ ~ ~ ~-(TO BE ABANDONED)- ~ _ - - - - - ~ ELEV. = 620,08 ~ Camp Dresser&M ee - _ ~ ~ ~ ~ / aone~rddho 11 Stree Suite S 12
- , ~ INSTA PLUG / ~ - - - ~ -X~S~~6-- - - ~ - _ - - - - / ~ ~ ~ 301 South McDowe t,
- _ ~ / 26a - - - ~ ~ ~ 3 ~ G~-I-Y W-G -J- ~ - ~ ~ 41.1` - - - ~ ~ - ~ i Charlotte, North Carolina 28204 ~ EMH 02-561 ~ ~ ~ ~ Tel: [phone] Fax; 704342-2296
~ ` \ ~ ~ / ~ REBAR /CAP ~ l C 1 EASEMENT ~ ~ ~ c TEM RAR RIM=622.84
~ C ~ - / ~ N 527526.9445 - TEMPORARY _ ~ ~ /i ~ ~ - - ~ _ 27" INV IN=614.20 27~i ~ / cD-~ ,_...14&4 ON EX Sal
o _ 1 ~ - / E 1457186.2673 _ s15 CO 1 SILT CE 27 INV our=sla.2o - ~ G B - K C TO BE ABANDONED 0 T L - o _ CHA
~ SILT FENCE o ~ , ELEV. = s2o.o1 ~ - = , s iii/ ~ ~ i , - c ~ SEWER EE N J.E~
~ ~ - STREAM CROSSING TO
~ ii ~ _ . _ - - ~ V DISPOSE OF ~ ~ ' - - - - - - - . ~ ERING DIVISION - ENGINE
_ REMO E ~ ~ NOTES: - " / ~ ~ \ LINA
G 27 VCP AERIAL ~ i - CHARLOTTE NORTH CARD \ - _ ~ i r
N XISTING SEWER, SECURE AND MAINTAIN THE INTEGRITY OF EXISTING SEWERS-~'--- - 3 AND 4 ~ ~ - RAT HEAVY E UIPMENT 0 E SEE I~OT 1, DO NOT OPE E Q - _ \ ~ ~ ~ ~ 140-04-634
~ ~ ~ o THROUGHOUT CONSTRUCTION, / - - ~ LIEF SEWER • • - Job No. File No. REEK RE BR1A R C
a. S°°les PHASE I
A AN NED SEWER SHALL BE FILLED WITH PLOWABLE FILL, MANHOLES SHALL BE REMOVED TO A MINIMUM 3' BELOW - \ ~ 2, B DO - ~ WITH MASONRY PLUGS IN ACCORDANCE WITH SPEC SECTION ~ ~ - - ' PLAN 1"=20'
GRADE AND FILLED, SEWER ENDS SHALL BE SEALED , / _ _ 02065, i ~ --'t-- - p -'t- _ _ - PROFILE ,
U - - - - - - Hor. 1-20 C-33
_ , ~ ...n r•rni franc nr /~ffC'DATIl1AIC TIC nn~CDT wecTGU11eTGR ~i (1WC ANA GRANMN ~r~_
0) 3 IN5OALL MASUNNY F'LUbZ), ZA rltUULt HIVU JCVUCIVI,G Vf VrLUXPMUw-7 v virlni I.• ree{~ ven.
EXISTING SEWERS SHALL BE SUBMITTED FOR REVIEW AND APPROVED BY THE OWNER AND ENGINEER, REMOVE ALL - TA 165+50 TO STA 171+50 S
EXPPOSED PIPE TO 5 BACK IN EACH BANK AND PLUG ENDS OF SEWER PIPE, - - - As Built Dote
Of - =
~ 4, LIMITS OF CONSTRUCTION FOR AERIAL REMOVAL ARE LIMITED TO 25' EXISTING EASEMENT WIDTH, D & D CMK/LBK DKP LBK 1-06 r -
10 0 20 No.7 Dote By Revision Surveyed BY 7esi9ned BY Drown BY ProJject-En9r Approved By Dote 37 70 Of

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174+50 175+C 175+00 175+50 17 + P F 6 00 17~+5 IL o 1 7 7+00 177+5
0
a a M U ~ ~ EXIS S H R; 1" 0' ',;j ~ NOTES;
PROPOS MH 43 PROPOSED ~ .
1 ~ EASEM NT ROPOS MH 43- STA 17 + # 3 06 30 SEWER ].0' 0 / 3- ~i 1, DO NOT OP ERATE HEAVY EQUIPMENT ON EXISTING 33 OR 27
1 / N 527992, 08 / • SEWERS, SEC / URE AND MAINTAIN THE INTEGRITY OF EXISTING
NOW OR FORMERLY ~ ~ / / / E 1 57442.55 , , _ / ~ SEWERS THROUGHOUT CONSTRUCTION, / / ~ 0 4
ROBERT A, BARNETT N ~ / / / / ~ / " 2, ABANDONED SEWER SHALL BE FI
155-131-13 r r~ / . • TEMPORARY PIPE ~ ~ F. / lN~ LLED WITH PLOWABLE FILL 27 SEWER - MANHOLES SHALL B R '
9819-255 ~ e - ~ 0 SUPPORT STRUCT E ' ~ ~ , :=Y: /i 1636 TWIFORD PL ~ 4 / / / 0 BE RETAINED E EMOVED TO A MINIMUM 3 BELOW GRADE / / ANO FILLED, SEWER ENDS SHALL BE SEALED WITH MASONRY
E SEE NOTE 3 , ~ - - ~ /i / / PLUGS IN ACCORDANCE WITH SPEC TI i~ SEC ON 02065,
/ / / RMERLY ~ -~i / / / i
B- - j/ GRIFFlTH CO `tf' I / ~ / ~ 3. PIPE SUPPORT STRUCTURES TO BE DESIGNED AN . / , , / D SEALED BY / ~ '
~ 270 / 155-134-01 PERMANENT h5 / o REBAR /CAP 2 42-14 ~ ~ CONTRACTORS NCPE AND SUBMITTED TO THE ENGINEER PRIOR TO / / / CONSTRUCTIO / i N, SIZES SHOWN ARE MINIMUMS
SEWER ~ ~ ~R ~ ~ / ~ ~ ~ N 528~2~.94~7 1645 TWIFORO PL / / / ~ i /
l - / L ~ ~ / EASEMENT - A ~ E 1457479.0231 / ~5 / / / / / / / ~ / i / 4, INSTALL MASONRY PLUG, SCHEDULE AND SEQUENCE OF
r m a - '1 •±t .kM -5yU r~ G(? - ~ - ELEV. = 621,93 / / ~ / / OPERATIONS T I 0 D VERT WASTEWATER FLOWS AND ABANDON
ii / / s5 EXISTING W ~ SE ERS SHALL BE SUBMITTED FOR REVIEW AN . ~ D
CP O, ~ F'- IN =61 3 p 4.~ e I o ~ ~ R ~t _ ~ JG .p ~ 2 ' T=614. / ~ ~ / ~ APPROVED BY THE OWNER AN N IN i/ / DEG EER,
/ i,~ / , C7 / / 5 5, CONTRACTOR SHALL CONSTRUCT TEMPORARY CROSSING OVER
~ \ _ i- 9, INS L PLUG SE ~ / I NOTE 4 ~ / / 5 _ / / CREEK WITHIN P R ~ / / ~ E MANENT EASEMENT FOR ACCESS TO UPSTREAM
- ~ 1 ~ ~ . ~ EXISTIN ~ y, c~ ORARY P / r / / SEWER CONSTRUCTION, T MP / / ~ E ORARY CROSSING SHALL BE
: _ / SEWER I -623.4 ~ / / / ~ Z DESIGNED IN ACCORDANCE WITH FLOOD PLAIN DEVELOPMENT
~ ~ ~ 30° INV IN= . 7 ~ o„ / ,ISPPORT S UCTURE / u~.:, . EAS ly.T ~ ~ . ~ ~ r . ° 30" i T .4 s. / ~ / / _ ~ ry~k' PERMIT NO____ ANO SUBMITTED TO THE ENGINEER FOR
~ ~ - ~ ~ t , ~ ,SE' NOT 3 / o s / / / ~ - i~ N APPROVAL, ALL COMPONENTS SHA / _ R ~ LL BE COMPLETELY REMOVED / / / 1pI AND AREA RESTOR A
E , ~ ED FTER COMPLETION OF THE WORK, i / / / _ ¢ R .
~ / F` ~ / / ~ l__' ~ INV- .4 / ~ ~ / ~ / / y / G . / / / ; 'rA ~ ' 6, CONTRACTOR TO DETERMIN I - E NVERT ELEVATION OF EXISTING
~ i ~ / _ ST N ~ ~ / / _ 5 0 , : SEWER AND FINISH ~_S Q , GRADE ELEVATION BEFORE ORDERING
''1' ~ co 1 / ~ Q A N ~ IN / ~ O MANHOLE, LEAVE EXISTING SEWER IN RV :Q._ } SE ICE UNTIL DIVERSION I5
27 ~ ° ? ~ / / ~ / ~ /i / ' S5 ;,,~K~ ~ AUTHORIZED, THEN SAW CUT EXISTING SEWER AT IN I S DE WALL CALL NC ONECALL m. ~ FACES IN N
~ / W ~ a / / EW MANHOLE AND REMOVE EXISTING SEWER, PLUG BEFORE YOU DIG ' ; END OF EXISTING OUTLET SEWER AND F RM
~n / / a / / o ~ ~ / ~ / ~ o / / / /5 -~A ~ 0 CONCRETE ~ e ~ . ~ BENCHING TO GUI F A, _ ~ DE LOw TO NEw SEWER,
~ / 5 -PRO"P~ED / MH#42~ t' 1-800-632-4949
/ ~ G SE E-R / / - -~STA 171 +54:8 / / ~ / / / r~ ~;'~f" - AVOID UTILITY DAMAGE
o / / ~ASEMEDI-T o ~ , /j / / N / ~ / 1- sr r. ~ ~ N 527832.07 / ~ s
A h. /L ~1~ 5 a Q a~,~
EM E 147 _ ~ ~ , H o2- / N 570 / f . ~IUNlltllf/ ~ h ~i
,Y~' N~.~ - ~ ~ ACCESS CROSSING ~ ~ - ' ' 0 \ eeo /d
= r . ~ . Q ABANDONED SEE NOTE 5 ~
~ ~ ~a~-`~' -n j / / , ' ° `C Camp Dresser & McKee
a r ~ . j s ~ , 3011 . aanauKFrp
r:r x. B - ~ . z PERMANENT , e a 301 South McDowell Street, suite S12 x ~i9 . axbtruxlnn Charlotte, North Carolina 28204
~ TRUCTION C ~ ~ , '..824 , / ii ~ 1 RUCT~O ~ el, 704-342.4546 Fax; 704.342-2296
/ i„~ ~ `rate}`? ~ / LIMITED ~ ~a<< - L k" ? / e. K 8 EASEMENT
~'o C - AR
T T C NOW OR FORMERLY
ti / ~ / ~ =632 ~ ~ CATAWBA LANDS CONSERVANCY
AND E,C, GRIFFlTH ENGINEE RING DIVISION
TEM RARY 155-141-11 10938-343 CHARLOTTE NORTH CAROLIN
~ RAR l ~ , A CONS Utz TON 105 MOREHEAD ST
EASE NT 14o-o4-s34
~ SUPPORT STR URE - - Job No, File No, BRIAR CRE EK REIIEF W SE ER
~ SEE NOTE 4 Scoles
_ PHASE l PLAN 1"-20'
ETA 175+06, 9R 9R~ ~ - PROFILE
~ ~ -~i _ ~ i - - a - _
sMtAUVYVtI U Cp_ R -vs-zbo e ozlytfz z6b'Y m or. -w
TEMP B" INV IN=6 \ MP Y GRAVE 4. 561.1348 Vert, 348 PLAN AND PROFILE 8 STA 171+50 TO STA 177+50
Q0 TRUCTION ENTRANCE
s t - 20 \ As Built Date
% e \ Sheet Of 10 0 20 D & D CMK/LBK DKP LBK 1-06
No. Dote By Revision Surveyed B Designed By- Drawn Pro~" 38 70 By By Project-Engr Approved By Dote

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+ + 201+50 202+00 202 50 203 00 203+50 204+00 204+50 205 205 00 205 50 206+00 206+50 207+00 207+ 50
NOTES CONT'D;
5, SAW CUT EXISTING PAVEMENT AND REMOVE AND DISPOSE OF / ~ ' `l,
DEMOLISHED PAVEMENT, SECURE CONSTRUCTION AREA FROM ~ ~ ' " D TEM RA TREE PROTEC ! N -30 BY. PROPOSED TEMPORARY ' ~
VEHICULAR TRAFFIC FLOW ANO PARKING, MAINTAIN PARKING AND ~ oz-s7a ' r '-30" BYPASS SEWER 4 DIA MH r-8 NorES:
4 DlA U E-7GIl-1~T- SEE NOTE 7 ACCESS DURING CONSTRUCTION, REPLACE ASPHALT AND CURB IN RIM s27.1a NOTE 7 N 530815.4815
27" INV IN 619.52 \ + ACCORDANCE WITH DETAILS A/CD-8 AND D/CD-8, ~ EL 619.6 4 fN PI \ 2 " T 619.52 V PLUG 1, DO NOT OPERATE HEAVY EQUIPMENT ON E 1458353.257Q,... XI TIN 7'~ W
N 5 7.944 ENO E S G 2 SE ER, SECURE AND MAINTAIN THE E NO ~ PROPOSED 48
6, CONTRACTOR SHALL CONSTRUCT TEMPORARY CROSSING OVER \ R K WITHIN P RMAN NT A M NT F R TO UPSTREAM E 145836 . INTEGRITY OF EXISTING SEWERS THOUGHOUT 27 INV 1N 6 9.71
C EE E E E SE E 0 ACCESS \ \ SEWER CONSTRUCTION, TEMPORARY CROSSING SHALL BE DESIGNED IN ~ \ E NOTE 4 + STA 205 8.47 / CONSTRUCTION, 27 llvv ours .7
ACCORDANCE WITH FLOOD PLAIN DEVELOPMENT PERMIT NO ANDS \ \ ~ N 5 20.2902 / / 2. INSTALL MASONRY PLUG, SCHEDULE AND
SUBMITTED TO THE ENGINEER FOR APPROVAL, ALL COMPONENTS SHALL ~ \ \ \ _ E 458374.4934 / Now oR Fa SEQUENCE OF OPERATIONS TO DIVERT B 2'17 RMERLY
\ \ \ \ \ oz-sao BE COMPLETELY REMOVED AND AREA RESTORED AFTER COMPLETION OF \ \ ~ \ s2s.7a ~ MECK~ENeuc couNrY ~ WASTEWATER FLOWS AND ABANDON EXISTING ~ FABRIC DROP INLET A 155-151-03
THE WORK, \ ` ~ \ 2 IN s19,5s y;~ / SEWERS SHALL BE SUBMITTED FOR REVIEW AND ~:`"°~;~t~s~.,ry £aq C 1 9276-437 APPROVED Y TH WN R AN NINE R
1 + 27° INV r sts.5s 280 ~ ~ ~ V \ R 7, CONSTRUCT 30 BYPASS SEWER, BYPASS PUMP ENTIRE FLOW FROM \ PRQrECT/QNo R B E 0 E DEG E, , ~ (EASTOVE ARK}
\ \ \ J 530756.0709 MH T-10 TO DOWNSTREAM MH T-1, PUMP CAPACITY TO BE __MGD \ \ ~ REMOVE EXISTING 27 ~'~,a°° + 3, PIPE SUPPORT STRUCTURES TO BE DESIGNED s,. oe~ >7 SEWER AND MANH LES
\ ~ E 1458341,7197 (__GPM), BYPASS SEWER SHALL BE TESTED AND ACCEPTED BY OWNER ~ \ ' r,:. cR E 625.78 AND SEALED BY CONTRACTORS NCPE AND
\ \ \ ELEV 626.42 PRIOR TO BEING PUT INTO SERVICE, SCHEDULE AND SEQUENCE OF e \ \ T•'' 24' INV IN 615.57 ~ SEE NOTE 4 SUBMITTED TO THE ENGINEER PRIOR TO TEMP RARY 24 INV ouT 615.56 CONSTRUCTION, SIZED SHOWN ARE MINIMUMS.
OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON EXISTING Q'r ~ \ \ \ a roc ~;~,~=w CO STRUCTIO
SEW R HA MITT F R R V Y WN R C ~ \ E S LL BE SUB ED 0 EVIEW AND APPRO ED B 0 E re \ \ \ _ _ 238 - YPASS EA EMENT 4, LIMITS OF EXISTING PIPE AND MANHOLE
e ~ \ AND ENGINEER, 30 BYPASS SEWER SHALL BE ABANDONED AFTER NEW' k \ \ \ \ - \ \ ~ -f,. k~ i'~ n ~
60" W R I P T INT RVI ~ \ \ ~ ~ r~,'; ~ ~ SEE S U 0 SE CE, \ \ \ ;f ~ ~ SEWER SEE 7 REMOVAL SHALL BE THE 27 PLUG 5 NORTH OF PROPOSED MH T-7 ~N530787.9442, E
8, REMOVE EXISTING STORM INLET AND STORM DRAIN PIPE AS \ \ \ \ ~ •x, :f ~t. J Ty' ~ ~t ~ p//}~/ ~ ~ ; ~ 1458365,4694) AND THE 27 PLUG 10 SOUTH OF
v vv STR~AII~ BAN ~,r NECESSARY TO CONSTRUCT NEW SEWER, AFTER THE NEW SEWER IS \ - ~ ~ ~ ~ ~ ~ 'a , ~°0 _ PROPOSED MH T-10 N 531669,7448, E
\ \ ~ REST RATION D- ~ ~ rt,. CONSTRUCTED REPLACE THE STORM DRAIN PIPES AND CAST-IN-PLACE ~ \ ' ~ \ v v v ,>t~ f,,ra•,. . ~ _,z , r N 9458605,6972 ,ALL PIPE AND MH COMPONENTS . t~~v ~ 6 EXISTING )
STORM INLET STRUCTURE WITH NEW MATERIAL TO MATCH EXISTING. \ \ \ \ \ ~e \ \V A \ ~ VA \A V ~ r,_ 4 a. ,>Y ~t ~ .r s- ~ f ~ S - - t° SHALL BE REMOVED AND DISPOSED OF OFF-SITE r 4 . ~~~ti~t~ ~ ~ , t<~ ; ~ q ~ SEWER
GRADE AREA TO DRAIN TO NEW STORM INLET, A \ \\VA\ \ V~ ~ r 1~; ~ A\ \ \ ~V A \ s~: . ,E~ ~ fi, t- k ~ }fi NJ ~ N/ BY THE CONTRACTOR IN ACCORDANCE WITH SPEC
\ \ \ \ RIP RAP ~ ~ \ \ \ \ F \ \ . ~r~ ; , t ~ 9 y EASEMENT SECTION 02065.
0 \ \ ~ D!T ~ \ - h ~ n ,i ~ t ~ ~ ~ ~ - ~d
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` \ \ \ EXISTING SEW k Q
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N ~ , ~ ~ \ V~p EASEMENT ~ \ ~ ~ ^+k; \ 507,
~ . \ ~ '~:A: Vim' VA \ ~MPORA a
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o - 6 \ \ SEWER Q a Q \
` qN \ EASEM NT Irv 6,4.3 INV 614.3 \ ` - \ \ \ \ \ \ \ T ARY PIP + \ CALL NC ONECALL ~ R
N ~ \ \ _ \ ~ . , _ ~ . ~ ^ \ \ \ ~ BEFORE YOU DIC 11
~ \ \ ~
~ : ~ ~ y~ ~ \ vv v ~ , _ \ ~ \ \ ~ Cam Dresser & McKee \ AND P \ \ EXISTINi~ AND Q
h \ ~ \ \ ~ 1-800-632-4949
, , ~ ~ ~ , IM-630,7 PERMANE T p011°'~ 301 South McDowell Street, suites 12 \ \ AVOID UTILITY DAMAGE Mp~'p \ ~ ~ ~ Charlotte, North Carolina 28204
~ ` 8" INV IN=615.91 SS \ U ~ , 33" INV IN=615.9f ~ ~ \ ~ ~ \ ~ \ \ EMENT \ 8 Tel: [phone] Fax; 704-342-2296
G AS HALT ~'~s ~ ~ 33 INV OUT 61.91 / \ t 24 VA \ \ d 1 \ TEMPORARY \ \
= PAVEMENT ~ - Y. Zs,o SS \ d ,i , < < , ~ ~ ACCESS CROSSING ~ \ \ - \ - ~ ~ A
SEE NOTE E E 6 ~ \ \
~ ~t \...;1 + . \ \ e ~ ~ . \ • ~ \ \ \ `7C~
\ ,k_,_ A? \ ~ \ ~ ENGINEERING DIVISION \ ~ ~
\ 8-245 \ ~ CHARLOTTE NORTH CAROLINA
m + ~ e . ~ ° ~ s o ~ s CORR s TEMPORARY ~ CORR \ \ ~
CL N OR FORMERLY ` ~ \ ~ <<-- D ~ ~ • ' ~ 140- 4-
IDGE EASTOVER CONSTRUCTION s ~Sr r.~> -151-02 ~ . D TO o s~4 Job No. File No. BRIAR CREEK RELIEF SEWER
EASEMENT ~ r ~ r f A TE PORAR \ _ \ 66 ~ 7 k; ~ ~~~:,<<, PROP D MH A EAM ~ \ ~ \ ~ Scoles ~ ~ \ • ~ \ ~ PHASE I
_ 3-2P\ SU ORT ST UCT , , ~ \ 1 PLAN 1 -20 \ \
m \ \ SEE 3 , s 0 S ` / ~ PROFILE
~ i / u,.. 1"=70' n ern
GRATE=630 .39 N 0 PLAN 24" INV LAN SS Vert. PLAN AND PROFILE
(.'d) 1' s 20' STA 201+50 TO STA 207+50
FABRIC DROP INLET A ~ v EXISTING SE~R 20 / As Built Date
J ~ PR OTEC7/ON, Z ASEMENT o oo I Sheet Of J 20 I D & D CMK/LBK DKP LBK 1-06
APARTMENT BUILDING l \ \ No, Date B Revision 143170 Y Surveyed B Desi ned B Drawn 8 Project-En r APP roved B Dote y 9 Y Y J 9 Y

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PR FI L NOTES;
I ~ ~ I i/~ `ice ~
~ ~ - - ~ / DO NOT OPERATE HEAVY EQUIPMENT ON EXISTING 8" OR
4 p rn t \ EMH 04- 47 0 w ~ / ~ 27 SEWERS. SECURE AND MAINTAIN TH INT '1 , ~ , E EGRITY QF ~ ~ , / / EXISTING SEWERS THROUGHOUT CONSTRUCTION,
=6 1 " - ' o NOW OR FORMERLY RIM .8 VERT: 1 - ~ / ~
EASTOVER MEDICAL PARK 8 OUT=626.07 ~ ~ ~ ~ / 2, INSTALL MASONRY PLUG, SCHEDULE AND N F / SEQUE CE 0
127-121-46 THRU 75 NOW OR FORMERLY CROWNSGATE TOWNEH SE 2 0 4 3 ~ - i - OPERATION T IV ~ S 0 D ERT WASTEWATER FLOWS AND ABANDON
OWNER'S ASSOCIATI ,INC. / --1 ~ \ E S ING SEWERS SHALL BE SUBMITTED FOR R I W AN ~ EVE D
127-121- 0 - 1659 40 ~ IM 63 .1 ~ ~ APPROVED BY THE OWNER AND ENGINEER.
"I VOUT .0 ~ „SHRUB 39 892 # ~ ~ ~ i I A A \ 3, B NDONED SEWER SHALL BE FILLED WITH PLOWABLE FILL.
2623 ANBROOK LN \ . 1"E TEMPO ARY 1 , \ MANHOLES SHALL BE REMOVED TO A MINIMUM 3 BELOW
~ r Ex~sT sEw GRADE AND FILLED. SEWER ENDS SHALL BE SEALED WITH
x CONST UCTI N 0 \ . MA EASEM T ~ ~ MASONRY PLUGS IN ACCORDANCE WITH SPEC SECTION 02065,
EASE ENT ~ 1 e \ /~i
e r (STING SEWER ~ k ce J ~ ~ \ 4, SAWCUT EXISTING PAVEMENT AND REMOVE AND DISPOSE J OW OR FORMER Y /
~ EA E T c E RATE 63 . 0 SSEY LLC EAST VER ~ / OF DEMOLISHED PAVEMENT. SECURE CONSTRUCTION AREA tv-t2t-74 ~ ~ ~ FROM VEHICULAR TRAFFIC FLOW AN PARKIN AINT I
INST PLUG rA 15~'"~' ' o ~A ~ IN OUT to3ss-sae ~ D G, M A N
SEE E Z ~ _ \ 4_253 PARKING AND ACCESS TO THE MEDICAL PARK DURING / ~ ~ s4o CONSTRUCTION, REPLACE ASPHALT CURB AND PARKING
r E 04 05 RIM 34.98 ~ M 0 +r \ J SPACES IN ACCORDANCE WITH DETAILS A/OD-8 AND D/CD-8,
EXI TING 27 SEWER `rs 8" IN IN- 2.25 RI =6 .8 i \
27" IN =62 .25 8 IN IN 6 EM ~ AND MANHOLE T ~ / " _ RIM= 1 \ E S I O 27 INV OUT=624.25 I - EXISTING SEWER ~ 5, PIPE SUPPORT STRUCTURE SHA I N AN LL BE OES G ED D
x BE BANDONED ~ 71 62 E EASEMENaT SEALED BY CONTRACTOR'S NCPE. SIZES SHOWN ARE
1 EM 04-045 ~ ~ OP z r SEE NOTE 3 = 44 ce \ r CA RI 631. ~ J MINIMUMS, \ 1. \ ~
1 E GRATE 634.15 2 °INV IN=624.51 N ~ „ 634.15 ~ ~ 6, REMOVE EXISTING STORM INLET AND STORM DRAIN PIPE
~ r 2 "INV OUT=624.51 N \ 15 INV OUT 92 1 ~ OUT 92 \ , AS NECESSARY TO CONSTRUCT NEW SEWER, AFTER THE NEW
"y o ~ n ~ SEWER IN CONSTRUCTED, REPLACE THE STORM DRAIN PIPES
~ ~ :,r~ , - - - - ~ ~ i ~ ;.4. -626.9 + # S4" S ~ AND CAST-IN-PLACE STORM INLET STRUCTURE WITH NEW
i , ~ . t ~ ~ P S MATERIAL TO MATCH GRADE AREA TO DRAIN TO NEW l~ E 11 j
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1 , _ YC~ t, . . r N,~;~ _ ~ ~ ~ RY~~'S 1 ~ JM ® s CALL NC ONECALL
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~ ~ t ,.r! t ~ . p'p St Q . `rS ~ s t M ~i~y, u f , , ; ~ ®aQ • e~ e ~ ~ . G~ 1-800-632-4949 ~ S~ ~ AVOID U1ILITY DAMAGE
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~ I ER / 1 ~ ~ q - Camp Dresser & McKee ; ~~U ~ ~ ~ , s. ~ HIGH VOLTAGE POWER
~ ~ LA ~ / - ~ ~ ~ REBAR /CAP j IN ,J / L ES OVERHEAD. 301 South McDowell Street Suite 512 ~ r~. / ~
~r ~ \ ~EE~ N 533495.4215 ,',~~'''~3 Charlotte North Carolina 2$204
~ - i , ~ E 1458829.7948 \ _ E" B =~2-r ~T ~ '1` ~ ' t ~ - ~ Tel: [phone] Fait 704342-2296 ~ r ~ ,
I ~ - ~ ~ ELEV, = 631.72 \ \ ri.' i !t rr_t ~y r
J 62 _ 1 \ of r r A LO - \ CH ~r f , C E LENB G RMANENT ~ ~ ~b,r. , . ~ , ~
RIM= 79~- -~'J - - - _ - / TEMPORARY PIPE \ \
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~ \ \ \ EAS ~ SEE NOTES ~ \ ~ ~ ~,r ~ . ENGINEERING DIVISION ~ ~ ors, V3 ~
\ a i ~ \ ~ ~ ~,,,,;.~~.n. ~ ; ~ CHARLOTTE NORTH CAROLINA
~ \ \ s ~ ~ PROPOSED MN 7 \ \ A ~ - ; x a ~ ~ , \ \ ~ - .
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k ~ \ \ . r \ \ C - - - \ \ r?a _ - N - \ \ \ r y ~ r ~ Job No, File No. ~ . ~ , ~ BRIAR CREEK RELIEF SEW ~ ~ ER
_ ~ ~ INS L 54 PLUG \ \ ~ V ~ r=.' ~ ~ Scales \ ~ ~ ~ . , . ~ PHASE !
~ - ~ \ \ \ \ PLAN t =20' \ \ \ \ RrT ~
. , , SEEN 2 \ ~ \ \ ~ \ ~ ~ ~ ~ PROFILE • .
~OVJ_OR FORMERtL NOW OR FO ERLY ~ \ /I ~ ~ \ ~ \ \ \ \ l A v V r 1°=4'
--WI BYR9- LSON DA OSTA \ \ \ rN f AN ANE COSTA \ \ \ v \ \ \ y , a PLAN AND \ \ ~7, PROFILE
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14- 15 ` \ \ \ 10 X20 \ 333 FANNIE CIRCLE _ 337 FANNIE CIRCLE \ \ \ Of \ \ D & D CMK/LBK DKP LBK 1-06 Sheet \ \
\ \ \ \ \ \ No. Date By Revision 48 70 Surveyed By Designed By Drawn By Project-Engr Approved By Dote -

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~ ..s EXISTIN ~0 VCP SEWER \ s ~ _ r' 4 r ~i T ~ s+~M~ ~ , . c ~"~a , 1
_ - - - N 519355. 324 r ~i'!i- ~ l1(~~1 / ~ Ar Y'+~` .'.+~r p,'' ~ y~'~ `~l, l lL
- E 1449220.5298 ~ ~ - ~ - _ - - - i a~a R. @~ --E~ _ l y~ / ,1~~ ~ ~ ~ ~
- ~ „ --591- r ; , ` J~ -r
~ ~ : N5, / / k ~ , OSED
4. k i~ ` a r . N54 59 9 8 W \ w.~ ~ S84~54 47 E 1 +62.
_ ~ / ~ ~ ~ 3, - :t ~ .~Ni 7• .fi ~ O e ~ ~ ~ 62.9 5 ,G--~----- 9 62. 3 20_179 1
,6 N53 26 41 E f ~ y, ~ ~ q a.~4.~ ..~,0 ~ ;n / n - - 07 ,
R` f - ,i fi:: 145 1 / /
;x.. ~ PROPOS \ _ S 5 _ \ ~ M 18 ~ / / ~ /
x~ \ - ~ ~ \ 00 - STA - / I / - STA 4 +49.54 AIN _ ~ / - 1N
. 8> ~ Y ~ ~ ~ ~ ss 519902.6192 - / - - / 92 - - /
i _ s.c s ~,,,,A -yy~„ , \ _ N 5 01 / /
: x , . : ti ° . ~ r 1449689.1454 ~ ~ ~ _ s,-~~ ~ _`f~ ; 454 / ~-4~5 4730
T~ r:~~ s~ PROPOSE ~ ~ ~ ~ ~ ~ ~ ~ ~ .
srA o+oo. oo = ~ . , k Camp Dresser & McKee
vv PROPOSED MANHOLE 18, 18A AND 12" SS
518808.1740 ~ s~ i~: PROPOSED MH 15 AND N \ a 1 A AN D 30 SS 4., PROPOSED MANHOLE # 2 c oweli street Smt~ 512 ~ ~ 15 AND 8 S5 301 south z~ n , 00 n Charlotte, North Carolina 28204
E 1448719.7923 \ ~ LAN 4 Tel.[phone]:ax:7oa-342.2296 > P
~ \ PLAN ~ PLAN 2 LAN ~
a ' \ M 1) . r ~ Zo = Zo c-s
\ \ U N C T 0 L R C A
~ NOTES: \ \
-r" \ 1, WARNING! SEWERS HAVE TOXIC AND EXPLOSIVE GASES ANO ARE SUBJECT TO I GINEERTNG DIVISION EN SUBJECT TO RAPID SURCHARGE, USE CONFINED
~ \ ~ , \ ~g \S \ _ SPACE ENTRY PROCEDURES. NORTH CAROLTNA CHARLOTTE, o~11U I Illll/~
®®®~~N C~9R®~i~
~ s\ 2. SCHEDULE AND SEQUENCE OF OPERATIONS TO DNERT WASTE WATER FLOWS ANI N R FLOWS AND ABANDON EXISTING SEWERS SHALL 4 . , . • t ao-oa-s3a \°~•F •y~~ WER I N EF SE N Fie o, K RELI R Job o. CREE .E BRIA R
~ i BE SUBMITTED FOR REVIEW AND APPROVED BY OWNER AND ENGINEER . ~t o ® Scores
g 3, CONSTRUCT NEW BASE FOR PROPOSED MANHOLES WITH DOGHOUSE TYPE UPPEI . ~ ro HASE I P . TYPE UPPER RISER, SEAL DOGHOUSE PLAN 03aT7 ~ i =20'
PROPOSED MANHOLE ~10A, ~10B AND 10 SS OPENINGS AROUND PIPES WITH NON--SHRINK GROUT FOR THE FULL DEPTH OF ~D. _ DEPTH OF THE MH WALL. PROVIDE 3 FALL
m ACROSS MH BASE. PRECAST CONCRETE BASES SHALL BE DESIGNED TO WTiHSI N FLOTATION FORCES, ; PROFILE , TO WITHSTAND UPLIFT A D ~ ~ a'~ .D ~ .GIN ~ Har, ~ -20 ~'-45 ~ ,
PLAN 1 SUBMIT FLOTATION AND BUOYANCY CALCULAl10NS WITH MH SHOP DRAWINGS, a IRAWINGS, ~®e N"~~~ t~~_a I/I ltd Vert, ~ 1LE
l~r~~~~~~?~~~ PLAN AND PROf
t" = 20- SEWER TO AVOID HAVING A PIPE JOINT WITHIN LATERALS
4. ADJUST THE LOCATION OF PROPOSED MANHOLES ALONG EXISTING SEWER TO AV THE WALL OR WITHIN 12" OF THE INSIDE FACE OF THE MH WALL. FINAL LOCH FINAL LOCATION OF MH SHALL BE ACCEPTABLE As Bunt Date
TO ENGINEER, ADJUST VERTICAL LOCATION OF PROPOSED MANHOLES TO MATCF ES TO MATCH ACTUAL ELEVATION OF EXISTING Sheet Of
SEWER PIPE. D & D CMKABK DKP LBK 1-06 49 70
J No. Dote By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date _ 9

INDEX OF DRAWINGS
SHEET SHEET ~ ~
N0. TllLE N0. T/rLE 'C~~\ t
1 G-f COVER SHEfT 37 SrA 165+50AT0 STAB 17f+50
2 G-2 ABBREVIATIONS AND LEGEND 38 C-34 PLAN AND PROFILE
3 G-3 LOCATION PLAN /KEY MAP SrA 171+50 70 STA 177+50
i
4 G-4 LOCAl/ON PLAN /KEY MAP 39 Cj~ »~5QA7~'0 STAB 1/83+50 ~ ~ ~ ~ ~ ~ ~ ~ ~
5 C-1 PLAN AND PROf/LE C ~i A R L O T T E, NORTH S7A 0+00 ro sra 6+00 40 S7A ~ 83+50Ar0 S7A~ 189+50
6 C-2 PLAN AND PROFILE
STA 6+00 TO SrA 12+00 41 C-37 PLAN AND PROF/L£
STA 189+50 TO STA 195+50
7 C-3 PLAN AND PROFILE STA 12+p0 TO SrA 18+00 42 C-38 PLAN AND PROFILE
STA 195+50 TO S7A 201 +50 ~ ~ ~ ~ ~ ~ ~ ~~j ~j
8 STA ~B+OOATO STAB 20+50 43 C-39 PLAN AND PROF/LE I ,jl~~d 1L
STA 20l+50 TO STA 207t50
9 C-5 PLAN ANO PROFILE
STA 20+50 TO STA 26+00 44 C-40 PLAN AND PROFILE STA 207150 TO SrA 213+50 ~ ~ 7 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ C ~ ~j
10 C-6 PLAN AND PROFILE ly tl
S7A 26+00 TO STA 32+00 45 STA 2 ~3+SOATO STAB 2/ 19150
11 C-7 PLAN AND PROFKf
ST.4 32+00 TO STA 37+00 46 STA 2 ~9 50AT0 S A~ 225+00 ~ ~ ~ ~ ~ 1f IIV
12 STA 37+OOA10 STAB 4~2+50 47 C-43 PLAN AND PROFILE
STA 225+00 TO STA 231+00
13 C-9 PLAN AND PROFK£
STA 42+50 TO S7A 47+00 48 S7A 231 +OOArO S7A~ 2,34131.22 ~ ~ ~ ~ ~ ~ ~ ~ 14 C-10 PLAN AND PROFILE
STA 47+00 TO STA 52+00 49 ~T£RALS N AND PROFILE
15 C-11 PLAN AND PROFILE
STA 52+00 TO S7A 57+00 50 C-46 PLAN AND PROF/LE ~ ~ ~-y
LATERALS
16 C-12 PLAN AND PROFILE ?`J
STA 57+00 TO STA 63+00 5f C-47 PLAN AND PROfKE LATERALS
17 C- f 3 PLAN AND PROFILE
S7A 63+00 l0 S7A 66100 52 C-48 PL4N AND PROF/LE ~ ~ T 7 ~ ~ g-~ T ~ ( LATERALS 1 ~1 ~I b J1 l. 18 C-14 PLAN AND PROFILE ( )
SlA 66+00 70 STA 71+50 53 STA 68800 TO 3rAry1+50N AND PROFILE
19 C-15 PLAN ANO PRp~'lLf - E) STA 71 +50 TO STA 77+50 54 STA 7~e50 TOESTA T y7+50 N AND PROF/LE
20 C-16 PLAN AND PROFILE ri:~%
S7A 77+50 TO S7A 82100 55 C-51 (B/D ALTERNATE) PLAN AND PROFILE .s. :<r:
S7A 77+50 TD STA 83+50 .ry
2 f C-17 PLAN AND PROFILE ' a + ' '
STA 82+00 TO S7A 86+50 56 C-52 [B/D ALTERNATE) PLAN AND PROF/LE ~ s~' , STA Bst50 TO STA 89+50 a .
ZZ C-18 PLAN AND PROFILE °
STA 86t5Q 70 STA 92100 57 C-53 (BID ALTERNATE) PLAN AND PROF/LE ~ STA 88+50 TO ST,4 92+33.19 -
fi
23 C-19 PLAN AND PROFILE
STA 92+00 TO STA 96+00 58 STA 4~~0+50 NT FS A 136+SOOF/L£ ; } c,~ ;;i.;
24 C-20 PLAN AND PROFILE f STA 96+00 ro sra 101+50 59 C-55 (OPT/ON) PLAN AND PROF/Lf X ~i:~:•
STA 136+50 TD SrA 142+50 • -
25 C-21 PLAN AND PROFILE 1 :i~' i i,`'
STA 101150 TO STA f 07150 60 C-56 (OPTION PLAN AND PROF/LE ~ o c :.o: BRA{:.~•:
STA 142+50 ~0 STA 147+50
26 C-22 PLAN AND PROFKE R
STA 107+50 TO STA 111+50 6/ C-57 (OPTION) PLAN AND P OF/LE STA !47+50 r0 STA 149+00 w . • • 1 1 N .~1~:,.
t'•. .
27 C-23 PLAN AND PROFILE ` SrA 111 +50 TO S7A 714+50 61 CD-1 EROSION do SED/MENTAT/ON r...
D£TA/LS .ii
28 C-24 PLAN AND PROFILE :~1• .i.,;, .
STq 114+50 TO STA 119+50 63 CD-Z TEMPORARY ACCESS ROADS ,q
'~t~. • m
29 C-25 PLAN AND PROF/LE 64 CD-3 TEMPORARY STAG/NG AREAS m ' ~ :I.'.
STA 119+50 TD SrA 125+50 , 65 CD-4 PRf-CAST CONCRETE ~ ~ ~ ~R
30 C-26 PLAN AND PROFILE MANHOLE (STANDARD) x ~ ~y i~•.. •:I~'•~ •:i.': •:I••~~•
S7A 115+SO TO SfA 130+50 66 CD-5 PRE-CAST CONCRETE ~ • APPROVALS SEALS
:i•.
31 C-27 PLAN AND PROFILE MANHOLE (OUTSIDE DROP) ` ~ j ::~r
S7A 130+50 TO STA 135+50 ~'~'a~ ~ 67 CD-6 D/V£RS/ON STRUCTURES 1 & 2 ~ G~3c'EK It111111NIgl// , p~~~\` CA 4i~~0 ~~tiq~u+uu~r~~~k \\1p,iuuuuipn~r
32 C-28 PLAN AND PROFILE PLAN AND SECTION STA 135+50 TO STA 141+50
68 CD-7 MISCELLANEOUS DfTA/LS - ~At, ~ 1 r
33 C-29 PLAN AND PROFILE . , - l~ - Z 0 24338 ~__~I"^ ~ 2 7oz .
S7A 141+50 TO SrA 147+50 69 CD-8 MISCELLANEOUS DETA/LS
y GINS p ~ , ~,3 ; E ~ ~ hq MAP ~Ar~ {y~~~. . . ~N>r , ,
34 C-30 PLAN AND PROFILE 70 s-t srRUCru~za~ o£ra~ts PROJECT LOCATION MAP ~v' \ti~ ~V ~ //i ~ ~ vvv o,, N9.KE M. ~t~ FN ~ ,,v . /b/11111N111111\1\ ~~~i1r 1~~~, /~~i~ M• Utz
SrA 147150 TO STA 153+50 h~TTOSCALE 7/ S-1 D/V£RS/ON STRUCTURES PLANS AND SECTIONS niN» rN?n~n~in~~~~
35 C-3/ PLAN AND PROFILE
STA /53+50 TO STA 159+50 72 CT-1 ROAD CROSS/NG DETAILS FINAL DRAWING I C) V) STtZuc.7uRa~. ~,eo~~chn~ca ~ i
NCRLS (AS BUIL~ NCPE NCPE NCPE
36 C-32 PLAN AND PROFILE 73 cr-Z RocK ruNN£c suPPORr ofrares NOT RELEASED FOR CONSTRU STA 1S9t50 TO STA 165+50 ~4 CT-3 LAUNCH ANO fX/T SHAFTS
SUMMARY OF SEWERS AND MANHOLES
SIZE LENGTH SIZE hENGTH
CONTRACTOR: GEOTECHNiCn~ COMPANY: DESIGN COMPANY: 60 5,380
Pt~ws PREPnRED BY: CAMP DRESSER & McKEE 72 18,050 •
CONSTRUCTED BY; ROCK PROBES BY: S&ME, INC. ADDRESS: 301 McDOWELL STREET - SUITE 512 r c ee
ADDRESS: ADDRESS: 9751 SOUTHERN PINE ROAD CHARLOTTE, NORTH CAROLINA 28204 Camp Dresser & Mc CHARLOTTE, NC 28273 PHONE; [phone] TOTAL N0. OF MANHOLES;
well Street Suite 512
PHONE; PHONE. [phone] DAiE DESIGN COMPLETED: ~ 1301 South McDowell Street DATE CONSTRUCTION COMPLETED: DATE GEOTECHNICAL WORK COMPLETED; SURVEY COMPANY: crosbucaon Charlotte, North Caro ' PROJECT NAME. BRIAR CREEK RELIEF SEWER
Carolina. 2$204 PHASE I
Te1: 704-342-4546 Fax: 70 INSPECTOR: SURVEYED BY: DEWBERRY & DAMS, INC. ~6 Fax: [phone]
n,.e n~ n cT~Trc~ni i s onnn n u7c i
JVtl NV: 1'4v-u-+-00
DATE TO SYSTEMS k RECORDS: "uuRU": '1IJ ~ r% `%J. •VnU, ` ` BY: CHARLOTTE, NC 28269 CDM JOB No. 1363-478 INSIDE CHARLOTTE: (11A) YES ( ) N0: PHONE: [phone]'47H~Z DATE OF ACTIVATION:
DATE AS BUILT: BY:
TOPO N0: 128, 87, 86, 53, 28, 27, 10 DATE SURVEY COMPLETED;

OT
V A A GEN
EXISTING RIGHT-OF-WAY 1) CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES LOCATING 10) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS SERVICE TO LOCATE UTILITIES IN THE AREA PRIOR TO ANY EXCAVATION, THAT OCCUR DURING CONSTRUCTION AND ASSOCIATED FINES FROM
TIN P EX S G ROPERTY LINE A G Q - - ALL EXISTING UTILITIES ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR STATE REGULATORY AGENCIES. CONTRACTOR IS REQUIRED TO HAVE
AFF ABOVE FINISHED FLOOR GA GAGE QTY QUANTITY EXISTING IRON PIN p EIP IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, PUMP(S) AVAILABLE AT ALL TIMES IN CASE OF AN ACCIDENTAL SPILL WHETHER SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTIUTIES• OR EXISTING SEWER DAMAGE, THE CONTRACTOR SHALL NOTIFY THE
ADD ADDENDUM GPM - GALLONS PER MINUTE EXISTING OUT PARCE LOT LINE - - - - - OWNER AND ENGINEER IMMEDIATELY IN THE EVENT OF A SPILL,
L ACCV AIR CUSHIONED CHECK VALVE GALV GALVANIZED 2) THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL SURVEY - CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM AND COORDINATES 11) ANY PUBLIC LAND CORNER, PROPERTY MONUMENTATION, OR BENCHMARK
ARV AIR RELEASE VALVE G GAS PROPERTY OWNER DESIGNATION NUMBER ALUM ALUMINUM GR GRADE R ARE NORTH AMERICAN DATUM 1988. CONTRACTOR TO VERIFY. WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER
GND GROUND EXISTING ELECTRICAL EASEMENT AL ARC LENGTH RAD OR R RADIUS - - - - - MONUMENT IS IN DANGER OF BEING DESTROYED, THE CONTRACTOR SHALL
& AND GSP GALVANIZED STEEL PIPE RJ RESTRAINED PUSH ON JOINT EXISTING UTILITY EASEMENT NOTIFY THE ENGINEER IMMEDIATELY, ANY CORNER MONUMENT DISTURBED 3) DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND PERMANENT OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR
APPROX APPROXIMATE RCP REINFORCED CONCRETE PIPE CMU EASEMENT, AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE REGISTERED IN THE STATE OF NC, AT THE CONTRACTOR'S EXPENSE.
ARCH ARCHITECT uRAL PROPOSED EASEMENT ( ) RED REDUCER ASSY ASSEMBLY REF REFERENCE PROPOSED PERMANENT EASEMENT BEEN OBTAINED, AND STAGING AREAS PROCURED BY THE CONTRACTOR, ? , CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS OF THE 12) THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY REGARDING
~ AT H REF PT REFERENCE POINT tf + PERMANENT CMU EASEMENT, EXCEPT WHERE TREE PROTECTION IS SHOWN ANY CONFLICTS THAT ARISE DURING CONSTRUCTION OF WORK SHOWN N
AUTO AUTOMATIC HFAC HARNESSED FLANGED ASSEMBLY R PROPOSED TEMPORARY CONSTRUCTION EASEMENT TC ` ON THE DRAWINGS. 0 ISEMENT TCE e THE DRAWINGS,
AVG EINF REINFORCING OR REINFORCEMENT AVERAGE COUPLING READ REQUIRED XI TIN E S G GUARD RAIL 4) EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT ALL 13) THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND R UIR
HDR HEADER REV REVISION WORK SITES AND STAGING AREAS. CONTRACTOR SHALL FOLLOW ALL EQ EMENTS LOCAL REGULATIONS REGARDING THE WORK, INCLUDING KEEPING MUD AND OF ALL PERMITS THAT HAVE BEEN OBTAINED.
HT HEIGHT RT RIGHT EDGE OF PAVEMENT HWL HIGH WATER LEVEL RD ROAD EXISTING T RM DIRT OFF OF PUBUC ROADS AND PRIVATE ENTRANCES, AND 14) ALL VAULTS AND MANHOLES SHALL BE DESIGNED FOR H2O LOADING.
S 0 DRAIN CATCH BASIN REHABILITATING STAGING, STORAGE, OR STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING CONDITION. 15) FOR ALL TIE-IN PIPING, CROSSINGS, OR VALVES, CONTRACTOR SHALL
B HWY HIGHWAY RM ROOM HORZ/HDR HORIZONTAL R/W OR ROW RIGHT OF WAY SOIL BORING DESIGNATION NUMBER B_3 VERIFY ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND
BKBV BACK BALL VALVE Hp HIGH POINT BOP BEGINNING OF PAVEMENT HB HOSE BIBS EXISTING GROUND PROFILE 5) EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED MATERIALS PRIOR TO SHOP DRAWING SUBMITTALS NOTIFYING THE PRIOR TO CLEARING OR PERFORMING EXCAVATION IN ANY AREA, '
BS BELL AND SPIGOT HYD HYDRANT ENGINEER OF ANY CONFLICTS. MAINTAINED DURING WORK, AND REMOVED WHEN WORK IS COMPLETED.
BM BENCH MARK EXISTING BRIDGE SEDIMENT AND EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH 16) ALL DRIVEWAYS, DRAIN PIPES, AND HEADWALLS SHALL BE RESTORED TO
BET BETWEEN S EXISTING BUILDING SPECIFICATION SECTION 02270, DETAILS SHOWN ON THE SHEET, THE NC EQUAL OR BETTER THAN EXISTING CONDITION, IN BOTH NEW AND EXISTING EROSION AND SEDIMENT CONTROL MANUAL, AND APPROVED EROSION AND EASEMENT AND WITHIN ANY TEMPORARY
BSP BLACK STEEL PIPE SCDHEC SOUTH CAROLINA DEPARTMENT OF BF BLIND FLANGE I HEALTH AND ENVIRONMENTAL XISTING R E C EEK OR BRANCH EASEMENT AREAS. ANY - SEDIMENT CONTROL PLAN FOR THIS PROJECT. TEMPORARY SEEDING AND STRUCTURES OR DRIVEWAYS DISTURBED OUTSIDE THE EASEMENT OR
BFV BUTTERFLY VALVE IN OR INCH(ES) CONTROL • . MULCHING SHALL BE PERFORMED WITHIN 15 DAYS OF BACK FILLING TO EASEMENT SHALL ALSO BE FULLY RESTORED AT NO COST TO THE
IN EXISTING FENCE BOT BOTTOM C INCORPORATION SCDOT SOUTH CAROLINA DEPARTMENT OF X X FINAL GRADE. OWNER,
BOV BLOW-OFF VALVE INDUST INDUSTRIAL TRANSPORTATION EXISTING GAS MAIN G 6) CONTRACTOR SHALL CONTACT MR, BRUCE NOBLITT OF PIEDMONT NATURAL 17 TREES TO BE PROTECTED DURING CONSTRUCTION ARE I NT1FI GAS MP N ) DE ED BY THE
BLDG BUILDING ID INSIDE DIAMETER OR DIMENSION SCMUTCD SOUTH CAROLINA MANUAL OF INSUL INSULATION, OR INSULATED UNIFORM TRAFFIC CONTROL EXISTING GAS VALVE CO A Y (704-525-5565) AT LEAST 48 HOURS PRIOR TO SYMBOL IN THE LEGEND, ALL TREE PROTECTION MEASURES SHALL BE CROSSING ANY PIEDMONT GAS PIPELINE. ENTIRELY WITHIN THE AND EASEMENTS SHOWN ON THE DRAWINGS,
INT INTERIOR DEVICES EXISTING MAR
SH INV INVERT SAN. SANITARY iif 7) CONTRACTOR SHALL NOTIFY MR. ED WILLIAMS OF DUKE POWER (704-382-2664) AT LEAST 48 HOURS PRIOR TO ENCROACHING ON OR 18) WATER AND SEWER LATERALS SERVING RESIDENCES AND BUSINESSES ARE
C SS SANITARY SEWER EXISTING PIERS CROSSING ANY DUKE POWER RIGHT-OF-WAY, THE CONTRACTOR SHALL SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR SHALL VERIFY ACTUAL
CAP CAPACITY ST STL STAINLESS STEEL S.S.M.H SANITARY Ew EXISTING RAILROAD MAKE ALL NECESSARY ARRANGEMENTS WITH THE VARIOUS UTILITIES TO LOCATION AND RECORD ON RECORD DRAWINGS. CONTRACTOR IS WARNED PROTECT THE LINES AND THE PUBLIC. THE CONTRACTOR SHALL ADHERE THAT NOT ALL LATERALS ARE SHOWN. CONTRACTOR IS TO PROTECT OR
CI CAST IRON S ER MANHOLE CL CENTER LINE ~ SCH SCHEDULE EXISTING RIP -RAP TO THE PROVISIONS OF "ARTICLE 19A -OVERHEAD HIGH VOLTAGE LINE REPLACE LATERALS WHETHER SHOWN OR NOT.
CC CENTER TO CENTER JT JOINT SECT SECTION SAFETY ACT -STATE STATUTE 95-229, AS AMENDED°. ALL COSTS
SWR. SEWER EXISTING STREET SIGN CV CHECK VALVE JCT JUNCTION ASSOCIATED WITH THE CONTRACTOR'S RESPONSIBILITIES UNDER THIS ACT 19) EXISTING SANITARY SEWER PIPES SHALL BE SUPPORTED AS NECESSARY SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE BID DOCUMENTS. THROUGH CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
CO CLEAN OUT SH or SHT sHEET EXISTING TR EE • CONTRACTOR SHALL COORDINATE WITH DUKE POWER DISTRIBUTION FOR ALL COSTS ASSOCIATED WITH THE REPAIR OF EXISTING FACILITIES
CLR CLEARANCE SIM SIMILAR coL coLUMN s souTH EXISTING EDGE OF WOODS ENGINEER AT (704-594-0000) IN REGARDS TO DISTRIBUTION LINE DUE TO ANY CONSTRUCTION RELATED DAMAGE. EASEMENTS.
SQ SQUARE CMU CONCRETE MASONRY UNIT ~ SF EXISTING r SAN. SWR. 20) CONTRACTOR TO PROTECT OR REPLACE NCDOT RIGHT-OF-WAY MARKERS
SQUARE FEET CONC CONCRETE LB POUNDS STD STA SS 8) SOIL BORING LOCATIONS ARE APPROXIMATE, SOIL EXPLORATION WORK OR MONUMENTS PER NCDOT 806.01,
CONN CONNECTION CONNECTOR NDARD PROPOSED SAN.SWR. / LEN LENGTH STA STATION - WAS PERFORMED 8Y S&ME, INC, OF CHARLOTTE, NC. SOILS EXPLORATION 2 WORK IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE AND 1) CONTRACTOR SHALL PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION.
CONST CONSTRUCTION LG LONG, LENGTH STL s PR P TEEL 0 OSED SAN, SWR. CONT CONTINUOUS/CONTINUATION LR LONG RADIUS STRUCT STR EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THEIR OWN MAINTAIN PROTECTION UNTIL DISTURBED AREAS ARE STABILIZED WITH
CTRL CONTROL UCTURAL OR STRUCTURE EXISTING SAN. WR M LP LOW POINT S ANHOLE DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE GROUND COVER SUFFICIENT TO RESTRAIN EROSION, r ~ ENCOUNTERED DURING THE COURSE OF THE WORK. NO REPRESENTATION
CTRS SD STORM DRAIN CENTERS LTD LIMITED SDMH STORM DRAIN MANHOLE l J IS MADE OR WILL BE GIVEN BY THE ENGINEER CONCERNING ACTUAL 22) PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH LINES OR OTHER
CU COPPER LWL LOW WATER LEVEL SPR SPRINKL R PROPO E SED SAN. SWR. MANHOLE CONDITIONS THAT WILL BE ENCOUNTERED. ALL BIDDERS ARE DIRECTED AREAS OF CONCENTRATED FLOAT WHERE FLOW !S GREATER THE 2 FPS OR PRIOR TO BIDDING TO CONDUCT ALL INVESTIGATIONS THEY DEEM GRADIENT IS GREATER THAN 2
CORP CORPORATION CORK CORRUGATED SUCT SUCTION EXISTING UND R R NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING SUCH 23 WHEN EXCAVATED MATERIALS ARE PLACED ON ROA WAY RF
E G OUND 1,~LE CMP SYS SYSTEM CORRUGATED METAL PIPE EXISTING UNDERGR N CONDITIONS. SOIL BORING PROFILE ELEVATIONS ARE APPROXIMATE AND ) D 5U ACES, THE WERE NOT SURVEYED. CONTRACTOR SHALL PLACE SAND OR STONE SCREENINGS UNDERNEATH THE
CPLG OU D ELECTRIC COUPLING M UE EXCAVATED MATERIALS,
CFM CUBIC FEET PER MINUTE EXISTING UNDERGROUND FIBER OPTIC CF CUBIC FEET MAG MAGNETIC T OF 9) ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES, OR EQUIPMENT SHALL BE FENCED WITH TEMPORARY SECURE FENCING AT 24) CONTRACTOR SHALL MAINTAIN AN ACCESS CORRIDDR THROUGH THE WORK
CY M.H. MANHOLE T TOP EXISTING UNDERGROUND TELEPHONE CUBIC YARD / LEAST 4 FEET HIGH. AREA FOR EMERGENCY VEHICLES AT ALL TIMES. UT
MFR MANUFACTURER Tp TEMPORARY DIVERSION
MAIL MATERIAL EXISTING TOWER LINE TAN. TANGENT MAX MAXIMUM TK TANK EXISTING OVERHEAD ELECTRIC
MECH MECHANICAL TEMP TEMPORARY OE
~ MJ MECHANICAL JOINT EXISTING UTILITY POLE GUY Ih~RE Qf-
DP DEEP DEPTH THK THICK OR THICKNESS ML MAINTAIN LIMITS THD THREAD ED) XISTING I HT DEG DEGREE ~ E L G POLE
MGD MILLION GALLONS PER DAY np TYPICAL DET DETAIL MIN MINIMUM T & B TOP & BoTfoM EXISTING FIRE HYDRANT
DIA OR ~ DIAMETER MISC MISCELLANEOUS T.O,S. TOP OF SLAB
D.B. DEED BOOK MO MANUAL OPERATOR EXISTING WATER METER B
DIM DIMENSION MON MONUMENT XI TIN E S G WATER MAIN DISCH DISCHARGE MTD MOUNTED W
DISTR DISTRIBUTION MTG MOUNTING EXISTING WATER VALVE -D4-
DMH DRAINAGE MANHOLE MWL MEAN WATER LEVEL U
DN DOWN U,O.N. UNLESS OTHERWISE NOTED PAVEMENT TO BE REPLACED A A SE C ION I NTIF IC ATI N
D DRAIN U/G UNDERGROUND DWG DRAWING ~
olv DIVISION PAVEMENT TO BE REPAIR
N DIP DUCTILE IRON PIPE NPT NATIONAL PIPE THREAD DETAIL
DI DUCTILE IRON NOM NOMINAL V DESIGNATION SECTION DESIGNATION
NRS NON-RISING STEM VPC VERTICAL POINT OF CURVATURE DETAIL 1 ~
N NORTH VPT VERTICAL POINT OF TANGENCY
NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION SHEET ON WHICH SHEET ON WHICH
E NTS NOT TO SCALE VER VERT VERTICAL / E EAST OR EXTERNAL DISTANCE NO. OR # NUMBER VC VERTICAL CURVE DETAIL IS LOCATED SECTION IS LOCATED
EA EACH
EF EACH FACE
EW EACH WAY ESMT EASEMENT 0 W I N
ECC ECCENTRIC O.C, ON C N WHS WASH HOSE STATION T N EFE EN C
EOP EDGE OF PAVEMENT E TERS OPNG OPENING WL WATER LEVEL
ELB, ELL ELBOW P R W WIDTH WEST
ELECT ELECTRIC 0 E OPERATOR OR OPERATED / (AL) Op OUTSIDE DIAMETER IM W WITH ELEV. OR EL. OR D ENSIGN / ELEVATION Q
N CN T YM S EMBED, EMBEDED W/0 WITHOUT M S
EMER EMERGENCY WM WATER MAIN T ~ ~ DETAIL DESIGNATION SECTION DESIGNATION _ L S TI 1 EC
~ ENCSMT ENCASEMENT SEDIMENT FENCE SILT FENCE STD. 6.62 - 0
~ ENC ENCLOSE URE P ( ) ~ ENT ENTRANCE PCCP PRESTRESSED CONCRETE ~ SHEET ON WHICH SECTION 3/4" = 1' o - SHEET ON WHICH DETAIL
EQ CYLINDER PIPE Y TEMPORARY SEDIMENT TRAr STD.6.60 o, EQUAL - IS TAKEN IS TAKEN
~ EQUIP EQUIPMENT PG PAGE YD YARD
N EXIST, EXISTING PVMT PAVEMENT YH YARD HYDRANT TEMPORARY DIVERSION STD. 6,20 - Tp IF SECTION OR DETAIL IS DRAWN
~ EXP EXPANSION PWL PEAK WATER LEVEL o EXT EXTERIOR % PERCENT ON THE SAME SHEET THAT IT IS
~ PE PLAIN END TEMPORARY STREAM CROSSING STD. 6.70 TAKEN FROM, THE SHEET NUMBER - T A S MAY BE REPLACED WITH A HYPHEN,
o PRC POINT OF REVERSE CURVE IF THE SECTION IS REFERENCED ON
PC POINT OF CURVATURE MULTIPLE SHEETS, THE SHEET NUMBER
\ PT POINT OF FA RI IN TANGENT B C lET PROTECTION STD. 6.51 F - (~~I SHOWN SHOULD INDICATE THE FIRST SHEET THE SECTION IS TAKEN FROM.
~ FO FACE F PVC POLYVINYL CHLORIDE 3 0 PCF POUNDS PER CUBIC FOOT 1
FT FEET OR FOOT POJ PUSH TREE PROTECTION STD. EP-3 NOTE 18 N FPM FEET PER MINUTE ON JOINT
° PSF POUNDS PER SQUARE FOOT ° FP5 FEET PER SECOND PSI POUNDS PER SQUARE INCH ~ l Camp Dresser & McKee
° FPT FEMALE PIPE THREAD LIMITS OF S75 EROSION CONTROL MATTING- - ~ ~ 301 South McDowell Street, Suite 512
° FRP FIBERGLASS RE NF PWR POWER ~ I ORCED PLASTIC PL PROPERTY LINE OR PLATE Charlotte, North Carolina 28204
~ FIG FIGURE PRESS P - RESSURE LIMITS OF STREAM BANK STABILIZATION ~ FIN FINISH(ED) PROJ. PROJECT - goe~ro Tel; 704-342-454b Fax: [phone]b
~ FH FIRE HYDRANT PROP, PROPOSED
~ FLG/FL FLANGE LIMITS OF RIP RAP - CH ARLO T E ECK ENBUR G
~ FES FLARED END SECTION m
~ FLEX FLEXIBLE FTC FOOTING TEMPORARY RIP RAP DIVERSION CHANNEL - T - ~,,11111I?Il,,,
_ FM FORCE MAIN ~~1 ~ caR ENGINEERING DIVISION
N FDN FOUNDATION ,~`o . Foss GALL N~ oNEGALI CHARLOTTE NORTH CAROLINA
0 s ` ° ~f i BEFORE YOU DIG ~ e
d I e 140-04-634
I ~ , Ol) ~ ° i ° , Job No, File No, BRIAR CREEK RELIEFS W F ER
if . ~ o°,~ ~ 1-800-632-4949 ~,9G • °NG~ E~ ° p ~ AVOID U11UTY DAMAGE SC018S ~ s ~ e ~ . _ PHASE 1
U ~,/q~ e a e PLAN 1 u-20~
771111111111~~` PROFILE
Vert. 1~_4ABBREVIA TIONS, LEGEND
AND GENERAL NOTES
As Built Dote
~i D & D CMK/LBK DKP LBK 1-06 Sheet Of
No, Dote By Revision Surveyed B Designed 70 2 y By Drown By Project-Engr Approved By Dote - -

1 1
1 1
1 1
® 1 1
1 I MH 02-056
~ ~ MH 02-070
MH 02-075 MH 02-090
MH 02-080
o O, , a .~r~
~ o / 0 ~ ° ~ ~ ~ / MH 02-060
Q o / ~ 'U •
~ TUNNEL - L1E ~ P G MOVE MH 02-050 T N N F 11 " U EL 230 L 2 /VAN TIN q A, DIP MH 02-030 •
a _ , ~ STEEI STEEL CASING YN •
• ~ AJ 6 " 1N RIA H - o 5 E M 02 02, 5 , A-CARR P E PLUG & ABANDON MH o to
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~ ~ ° o ~ PUMP STATION . a
i i \v/ MH 01-005 ' M~ - • ~ ~ • ~ 54 ~ • r
~ • " ~ ~ 5 • • e
0 ~ 01=0 • \ 01 090 \ ~ , 01-090 ~ a ~ Q
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~ ~ MH 01-130 MH 01-190 ABA ON
i ~ MH 010 MH 01-150 MH 01-170 -
i MH 01-200
~ r MH 01-160 - ~ MH 01 180 MH 01-210
PLAN MH 01-220 ~ U
1" - 200' ~ ~ MH 01-230
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100 0 200

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\ MH 02-220 •
MH 02-210 ~ r ~ ' MH 02-230
(APPROX, LOC. \
\
MH 02-200 ~
, '
\ \
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1 • . V
MH 02-18 1 o H 02-244 Q r~ W J V '.44 0
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\ i i - ~ • ti • MH - ~'0 • s
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~ TUNN 43• F ~ ~ • IA~vPR X. •L MH 02-270 R ~7 s
\ ~ I A - MH 03-060 H 03-100 ' MH 02- ~
N 0
~ . • ~ • s - • . MH 03-11
A SS s • • MH 0 -130 ~ MH \ - /
~ ~ PLUG & A A 0 ~ 'r ~ ~ . ~
~ E IONS UCTURE EXISTING 3 V P
R R ~ ~ DOWNSTREAM { • E 0 NEW MANHOLE
~ H ~1-12 ~ 1 O O MH 01 0
~ ~ / ~ • • 41 ~ ~ - gg MH 03 120
_ t'om' H 3 050
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rj r' • e b S UP !?r9•F P U 156 LF ~iG • GfN~~' ,
0 M 02- ~I R/ ' ' ' 301 South McDowell Street, Suite 512 10 STEEL C /i/ h B. K~~ +s
x ~ MH - w s ,F " IA CARRIER IPE //llrll[I1111~~~ anen~r, charlotte, North Carolina 28204 MH ` op•~adarre Tel; 704.342.454b Fax; 704342-229b
0
Z / I ~ D 1
r HAR 0 TTE HECKLE BUR
• • / ~ '
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ENGINEERING DIVISION ~ i
V h / ~ . _ . CHARLOTTE, NORTH CAROLINA
m \ ~ 1 - ~ Q \ 0
s \ 1 0 0 200 a. / 140-04-634
0 ExtST>I IrARr R' HQ(,E Job No, File No. BRIAR CREEK RELIEF SEWER ~
i ~ / _ ~ PROPOSED R Scales • sµ E No~E . PHASE !
1 PLAN 1 =2D0
v ~ ~ / ~ ~ PROFILE
~ ~ 1 Hor, - -
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N J 70 No. Dote By Revision Surveyed 8 Designed B Drown B Project-Engr Approved By Date - - Y Y Y

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W 60 DIA CARRIER PIPE ~ I I I I I I I ~ ~ 64 I I I 1 LUG P C1
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r ~ ® ~ MH 4 0 i ~ ~
~ MH 04-010 a a i
TUNNEL - 218,5 LF ~ ~ ~ I ~ ~ o
96" OIA STEEL CASING W/ r MH 04 ~ i ~ ~ ~ • MH 04-120
ARRI PIP ~ ~ 60 DIA C ER E ~ I PL • L~ . ~
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0 6 1~ ~ ~ ~1\~, a / ~ ~ ss ~ ~
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_ T` ~ • • ABANDO~EXISTIN EWER ~ ~ r 0
~ ~ ~ ~ • , FROM MH 0~~20
3 i i TO MH 02-680 n r ~ Cam Dresser & McKee P
~ 67 ~ ~ ~ ` ~ I o © ~ ~ ~ ~ / H -030 i i
1 ~ I _ ~ . ~111~. ~H1 ~ a 301 South McDowell Street, Suite 512 111 a ~ ~ ~ Charlotte, North Carolina 28204
x Z ~ 2- • • fi H 05-020 ~ ,•oeoo~ ~ e w`° ~8 . • EaaJ • / / \ o Tel; 704.342.454b Fax: [phone]
M m z . ; . a d. •~O
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• ~ _ ' • ~ / • = - ENBURG T E ECKL CHARLO T M ~ • ~ Q • ~ i • j~o ~ . ~
1 r• fi U` ~ ~ MH ~ '7 9 N ~ G • GINS • ~
Oi T" 4 • ~ • • ~ • , 3 ~ a ,
~ ~ ~ ~ , i o ~ / e. K~ ENGINEERTNG DIVISION ~~r1 N II n,~~'`
• ~ ~ 1 J s, • • I / - PLAN CHARLOTTE, NORTH CAROLINA ~N
~ (rte ,I'~ o ~ ~ ~Q 140-04-634
5~ 1" = 200' r ? / , .00 Job No, File No. I CREEK RELIEF SEWER
• i~ ~ / ~ PLUG & ABANDON / ~ 100 0 200 1rA~r R BR AR ~ o Exlsrltrc sup 200 Scales
s ~ ~ ~ - EXISTING 27" VCP a~os~~ IrAR,r ER . PHASE I • saH PLAN 1 =200
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~ % "r DIVERSION ~ 02-680 / / PROFILE Hor, - ^ ~
SS 1 b1 Kt /i 1 \ Vert, U-4
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03-300 1 MH 03 90 , As Built Date
Sheet Of
D & D CMK/LBK DKP LBK JMN 1-06 4 70
J ~ No, Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date

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/ ~ / / I , / ~ - P F'I 1 50 12+00 R L
/ 'TEMPORARY l ,
/ CONSTRUCTION TREE PROTECTION Y Fki / / / / / s TP ~ >
/ I ~ W / / / / 1p EASEMENT ~ / ~0 ~ / ~ ~ R ,~o, 1 \ . •a r ~ • ,-5~~~~ NOTES:
/ ~ ~ S M / I / e ~ M Ai / / l l l/ / \ ~ \ ~`~3g 5g1 i~58 1, ALL TUNNEL SHAFTS AND PIPE SUPPORT
/ ~ / / ~ \ \ s NT / ~l / J 6i 1 / / / \ \ ~ ~ i' ~ ~ STRUCTURES TO BE DESI N AN
TEMPO ARY > l / /i / ~ 2 c o TEMPORARY 20 X40 r- ~ / / /i l ~ ~ ~ Se4 \ 2 i ~ - SEALED BY CONTRACTOR'S NCPE AND ~--1-
/ / J ~ \ SILT F,ENC N / / / / ~ ` \ \ ~ / ~ ~ SUBMITTED TO THE ENGINEER PRIOR TO
o TUNNEL LAUNCH SHAFT ~ ~ l f ~ 1 ~ ~ ~ / ll I / ~ l 1 ~ / ~ / Q ~ ~ _ J / / / / DIRT DRIV< ~ ~ ~ ~ ~ ~ ~ CONSTRUCTION, SIZES SHOWN ARE 1 ~ r 20' X 20' TEMPORARY MINIMUMS, THI
~ l lI f I l/ l / / S APPLIES TO ALL SHEETS,
~0 ~ / ~ ' ~ „ . ~ ~ ; . - ~ / / / / / ; , ECS X2368 r ~ ~ ~ r r ~ ~ / / UNNEL EXIT SHAFT \ ~ 2, DO NOT OPERATE HEAVY EQUIPMENT OVER
~ ~ .r n~ ~ / l l ~ CHARLOTTE-MECKLENBURG ;KLENBURG \ i i ~ ~ ~ EXISTING 54" SEWER,
I~. . ~ o / / / - ~ - ~ / STORM WATER SERVICES - ,iy t ~ ; J iERVICES i
/ K33,04 PROPD 72 ~ ANITARY SE M~;._ ~ ~ . , , ~ f ~ ~ ~ / ECS ELEV = 598,56 85 3, CONTRACTOR TO REPLACE TEMPORARY g,56 / 5
4 ~ ~ , ~ l~l l'' ~ a++~ 1~ / ~ / PUBLISHED ELEV = 598.58 Z \ ~ SILT FENCE ACROSS PERMANENT AND = 598.58 / TEMPORARY EASEMENT WH N R M T
/ / / i i ~ ~ /.~*x+ ,~cy ~ , - - 194 E E OVED 0
, . Y r} 4r . : ~ ~ -~'^~r Ho, ~ b UI1~ / ~ , ~ REBAR CAP FACILITATE SEWER INSTALLATION, / T MP
Z ~ , . ~ N 517671.426 E ORARY SILT FENCE TO BE MAINTAINED ~ 6 AND NOT REMOVED UNTIL VEGETATION HAS ` ~ E 1447754,6216
4 PRO OSED M~ 4 _ RE-ESTABLISHED, ~ ELEV - 588,30
J e~~ l r r ~ ~ J 1 , .41 }{j~ ~ ~5~~ A"n <C ~ 3 4i... ~ a. i~ , ~ ~ ~a J/ 5, 1s°~ ' ~ , ~ . 1.82 - . - - STA +4
PERMANENT , ~ ~ ,.x, l- ~ ~ y,~ ~ ,~;~.~,ti~,~k, _ 12 -RS 4, REMOVE AND REPLACE ALL PAVEMENT - ' t~ ~ ~ - N DISTURBED BY THE WORK PER DETAIL , ~ ~ ~ ~ ~ - , 517648 8 36
/ -202 / l.. ~ . ~ . I / ~ 1, SEWER S / / - r~- .y 8 ~,g ~ , ~ E/CD-9, MILL EXISTING PAVEMENT AT
' ~ / I ~ GAS VALVE . , ENDS TO PROVIDE BUMPLESS TRANSITION,
/ / / /
DIRT DRIVE / / A I .".'11 ~ ~ yy ~c~ _ RIM=S .08 V~~~N BAR //l . . n i Q~ p u . ` .
E 1447375.4450 PROPOSED 3 / ~ / / / l I ~ 4 ~ ` - ` ~ ' / a a s~ / / ~ I / ~ ~nw. f _ .r?~ a r f'A ~ . t , SN pq
sTA 7+38.18 / / / / o l ~ ; F ~ . ~ - :.~u , ~ . , . N 517478.1267 ~ / / l ~ ~ . / / ~ - - / / 1 ~ r. t. ~E 3 ~ _ SAL r,
l ~ ..N- 517530.6656 , / / / ` t 4~ ~ ~ : E 1447380.5361 / / / l / / ~ ~ i : ~ _ t . ~ , ~ _ - 038770 a ~`~e ` - SH-, ~ ~ ~ .
~ l 144741 / / / / / / / l l E 0. 6 / / / Q / / 112 T NN
~ / / / / ~ / / / / / ~ TEMPORARY . , ~ s / l / ri .e• f1 T`"~ . CALL NC DNECALL 'a I ~ _ f Z / / e BEFORE YOU DIG ~,*~~s ~ x:: m DANGER! /ii H9.K~~
/ / ~ / / / l 5 C ~JNG N i / / l r ~ ~ ~ / ~ / CQNS~UCTION EASEMENT _ / / / / /
i„~ _ - ~ - i ~ / / / J / NOW OR.FORMERLY , RMdNEN1' ~ / / / / / I MECKLENBURG COUNTY , y R ~ fi,~ • : j ~ ~ HIGH VOLTAGE POW
~ ~ ~ ~ / / / 175-111-42 1 ACCESS EASEMENT _ - ~ / ~ / / l l / ~ OPIA ~ ~ LINES OVERHEAD, 1-800-632-4949 • X / ~ ~ D
c~ ~ , i / / ~ 4951-038 s o _ / / ~ i / / / / / / / / / 1 7-033 ~ ll ~ ~ ~ ~ ~ ~ AVOID UTILITY DAMAGE
N --~N9.W OR FORMERLY EMH 01 060 / / / J / LOS 1-18 70P OF PIPE=584.39 ~ _ _ CRANFORD DRIVE TEMPORARY, _ ~ / / / ,Il t, ~ ~ • 'IPE=584.39 //I/~ ' ~ ( '
~ MECKLENBtlRfr eOUNfiY" ~ , /RIM-600.98 / / l I EXISTI G J~VVE ' 1' ' ~ - ~ 54 INV IN=579.81 / / N ~ ~ 171-241-52_ - - - -GRAVEL CONSTRUCTION , _ - l l ~ 1 , ~ iii ~.,r.. 4,- A S'Al -7:1. I/ ~ t CP
~ , `h45$1~6~ ~ , 54" INV OUT=579,81 / l EASEM NT, :I •wi; .rVF~ 1` ~ 1. O
PARK R~,e- - - -ENTRANCE ~ / l l l / ~ , / - / / / l l SEE N TE , s r ~ .2
r-'_ ~ - Camp Dzessez & McKee
T MPO ARY S/ T FE E ~ l I u A0i7°'~''0 301 South McDowell Street, Suite i 12
N / i / ELEV 623 8 / o / \ ~ . o EXISTING SEWER / / ' ~ / 1 / / j 2 .`~r: ~ N, 17640.9778 ch~lo~ Noon c~z~i~ 2s2oa
U - ~ / / /i / / / l l / ~ ~ ~ Te1:704-342.4346 Fax:[phone] . CAMORE 1447790.4051
~ _ ~ EASEMENT - ' . r / , / / l I / / / / / a ~ PROP / ~ ~ , OSED MH 5
= EMH Oi-050 / ~S, / / / / / / / / / p ~ I RIM=595.79 / / Yf ~ / / ` / / ' RC TEMPORARY PIPE STA 11 + 11.82 / CHAR L TT CK ENBURG L
/ 8 INV IN-584.86 / r ; ,;,:.r; L SUPPORT STRUCTURE, N 7fi43.4918 /
54" INV IN=579.49 / ~ / X ~ 3 -'54" INV OUT=57 / ~ ' / / / / / ~ 9.42 i / / J / a \ SEE NOTE 1 E 1447763.0316 /
~ ENGINEERING DIVISION
_ ~ f, : / / ~ ~ , CHARLOTTE NORTH CAROLINA
° _ . /v / / / ~ 193 ,
. / / / / ~ EB R ~ CAP / r" ~ / \ 1ao-oa-s3a
_ _ _ _ _ _ _ _ _ , ~ / / o / / / EMH o1 07o N 517508.60 _ - _ - _ ' / I / RIM=604.40 ~ A ~ 1 2 .7445 TEM OR Job No, File No. BRIAR CREEK REl EF SEWER I
/ / / a' INV IN=584.42 E 1447611.68 E 144 7 O.OJ37 ~ , C NS UCTION spa es
/ _ ~I' _ Y ~ / l I / 5a INV IN-579.36 ELEV = 597.28 U / / ~ ' / Y / / / / 54' INV OUT=579.41 i ~ ~ III ~ A ~ PHASE 1 XISTING ~ ~ T ING AREA PLAN ~ =20
/ C ~ G / PEROXIDE M~4JJHOLE ~ / / / . E CD-3 1 ` ~ Y ` \ ~ ' 50 R/W I f• r~ ~tf 1 1 h n A 1 ~ H ®i ~1 PROFILE, , ,"_an~
~ Rq i G ;~f - RIM = / I I Nl~/'1 n ~ ~ EL UNABLE ~ ( / ~ ~ ~
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Vert, -4' i PLAN AND PROFILE
~U R/VA REBAR /CAP ~ G CO TRU TION /ASE A E LAN c- STA 6+00 TO STA 12+00
f i ~ E /Vp ti1ENT ~ o . ~ N 517404.6562 OT REI-eA ED FOR CONSTRUCTION ~ As Built Date
l T uz S VE- E ~ VE~y ~ T'_~,` NP ~ ZOOLocn i 190 ~ o 41 ~ E 1447494.2868 J ~ / c 1 - _ ELEV = 601.63 J i
3 on, t2 -tl., , D & D CMK/LBK DKP LBK 1-06 Sheet Of 6 70 1_ 1 No, Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 1 -

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PROFILE CALL NC ONECALL
BEFORE YOU DIG
20~
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NOW OR FO V / \ \ / \ \ / ~0 1" 4 20 20 1-800-632-4949 4, AvoiD unuTY DAMAGE
\ MECKLESB;R ZOU Y \ \ ~ ` \ \ \ \
\m\\~~ \ ~ 1 1`\\ \ \ \ \ 198 \ 1 ~ aesi o3a ~ \ 1 I 1 \ \ 1 \ \ \ ~ ~ NE518248.18 8 I I ~ ^c 0 4 4
Fors i- e \ ~ ~ ~ I \ \ \ E 1448048.8588
C TEM 1 I I I I I I 1 ~ 1 I \ \ \ \ ELEV = 595.98 ~ \ \ l
' T PORAR ~ ~ I I ~ I I I ~ 1 ~ 1 s ~ ~ ~ ~ \ \ ~ ~ NOTES:
I I ~ I~ ~ ~W~~EL~ \ ~ \~I aTES;
CONTRACTOR SHALL CONSTRUCT A TEMPORARY ACCESS
E S SMENT ~I I ~ I ~ ~ ~ ` ~ ~ ` \ \ \ ~ ~a I ~ ~ ~ EC LESS C~ '~o ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 i. coNTwnCr ~ 518148.9968 ~ ~ \ , ~ I ~ ` 1 ~2~'3,~<~ ~ \ ~C \ \ CROSSING .CROSSING OVER CREEK WITHIN PERMANENT EASEMENT FOR
ACCESS TO UPSTREAM SEWER CONSTRUCTION, TEMPORARY
T~ ~PARy' ~ ~ ~ ~ ~ aCCESS r N ~ 1448138.89 ~ ~ ~ ~ cROSSiNG CROSSING SHALL BE DESIGNED IN ACCORDANCE WITH FLOOD
i i i i ~ i ~ i i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~rs~~T~ ~ ~ ~ ~ PWN DEV I I ~ ~ I ~ ' ~ I I 1 1 41~ 1~P~. \ ~ ~ \ \ AS,fM NTH ~ coMPLEfEL I I ~ TEMP A~RI~Y u a \ \ N\ ~8 s~.~ ~ ~ ~ COMPlET10 N 518154.9 73 ~I~I acc~/ rz'o 1 ~ as o s \ 2. ~o~R PLAIN DEVELOPMENT PERMIT NO _ AND SUBMITTED TO
THE ENGINEER FOR APPROVAL, ALL COMPONENTS SHALL BE
COMPLETELY REMOVED AND AREA RESTORED AFTER COMPLETION OF THE WORK,
COVER ALL DISTURBED AREAS WITHIN THE LIMITS OF
E 1448158.1 6 I SE4' NQT~ 1/ ~ ~ 2 5 3 1 ~ ~1 ~ ~ \ APPROVED DISTURBANCE WITH EROSION CONTROL MATTING S75 OR
oI II I~ ~I~I ~ / ~ ~ I/ oe~ ~ I ~ \ ~ ~ ~ \ ~ 1 , I ` 111 I PROf~OE~Q~ ~7~ APPROVED EQUAL, ~
_ _ ~ ` I A 9 J5. ~ \ ~>>1F 19Py~~~ r~°~~~ A~0 ~~~i
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Camp Dresser & McKee
j PERMANENT `III ' ~ L/Ml OF ~I11.NCE m p , I I ~ t I I • \ ~ ~ ~ \ o 301 South McDowell Street, Suite 512
SEWER ~ ~ SEE MOTE 2 0 ~ p o ~ ~ ~ Charlotke, North Carolina 28204
o EASEMENT I ` 1 1'~ p ~ ~I ~ 3 \R B Tel; 704.342-4546 Fax; 704-342-2296
s
ST EAM BANK ~ ~ I' ~ ~ I I ~ \ ~ ~N ° ~ ICI ~ 1`~, ~ A i ENBURG E MECKL CHARLOTT
= RESTORATION ~o-~ i I , ~ I n REBAR /CAP ~ ~ ~ ^ I ~ ' ~ .rv \ O R/P RAP DIVERSION e
~ ~ ~ N siazss.sosa ~ ~ ~ ~ ~ ` 0+5 CHANNEL NO 1 ` o-~
CONSTRUCTION CORRID 1 ' I ~ n ELEV481 583.83 \ ~t STA 2 ENGINEERING DIVISION
i LIMITED ro ao acROS 1 ~ I CHARLOTTE NORTH CAROLINA
STREAM 1, Rio ~ ~ MA1~N AWE
140-04-634
Job No, Flle Na. EK RELIEF SEWER BRIAR CRE
_ \ ~ ~ ~ EE PROTE l~ \ (~TYP) ~ Scales PHASE l
PLAN t =20
PROFILE
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Vert. PLAN AND PROFILE
1"=20' 1-0
/ NO OR FOR,!EERLY 0 0 20 STA 18+00 TO STA 20+50
MECKL NBUR COU As Built Date Sheet Of
~ 1 -1 -6 \ 120 -054 D & D CMK/LBK DKP LBK 1-06
3839 5ELWYN AVE L I - .6 8 70. No, Date By Revision Surveyed By Designed By Drown By Project-Engr Approved By Dote ^
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2s+oo 28+so 29+00 - - I _ _ ~ - - - _
29+5 +so 30+ _ _ - 0 0 3 - o + s o - - - - - ~ 31+00
- P~ ~ ~ _ P 31+5 R FI o L 32+00
_ ~ ~i . ~ r- SS HO s5 ~ - NOTES; HOR; 1 20 \ CALL NC ON
PROP ~ - ~ ECALL \ BEFORE YOU DIC
OSED 10 SEWER ~ . ~ ~ ~ 205 ~ 1 ~ / '~N .589 .42 5~ ols _ CHARGE LOCATI ~ 0 20 ON AND ROUTE OF EXISTING STORM DRAIN
~ ~ MAG NAIL ~ ~ ~ E 1 448 ~ ~ NOT DETERMINED, CONTRACTOR = 4 8 3 94 SHALL ASSUME PIPE CROS
6 SECURI ~ - ~ ~ TY FENCE, ` - N 518889.0169 7 1 ~ / ~ ~ ~ t t`.'j.,. ~ PROPOSED SEWER AN SES ~ 1-800-632-4949 D SHALL REMOVE AND REPLACE PIPE
E E 1448737.6783 - SEE NOTE 6 IM / s ~ ~ _ PROPO ~95.s~ //o s C _ - 6 SECURITY FEN AvoiD unun DAVACE WHICH INTERFERES WITH THE WORK, 0 ti4--- CE, 1 - l
~ C 45 SED MH 10-A i ELEV. - 596.23 # to INv \ IN~$.5 ~ G ~ 10 I 0 T \ i ~ SEE NOTE /~i 6 2, CONTRA T \ ~ C OR TO DETERMINE INVERT ELEVATI N
/ C ~ 0' V OUT 5 0 \ ~a J~ ~ i ~ 0 OF XI ~ ~ 8 ~ ~ SEWER E STING AND FINISHED GRADE ELEVATION BEFORE ORDERING
/i S 1N NOTE 3 ~ GRA a, 1. i ~ ~18~ INV 1f~1,5~0.21 ~ I ~ - ~ ' \ "NOW OR FORMERLY ~ \ MANHOLE, LEAVE EXISTING SEWER IN SERVI
r. 1a N o 5 9.97 ~ ~ ~ PROPOSE - g - - K D MH 10 ~ ~ ~ SELWYN GROVE H \ \ DIVERSI CE UNTIL _ OMEOWNERS ON IS AUTHORIZED, THEN SAW CUT EXISTING S ASSOCIATION• - INSIDE WA EWER AT
~ # ~ _ EE PROTECTI \ LL FACES IN MEW MANHOLE AND REMOVE EXISTIN _ ~ ` „•,175-113-39 ~ ~ ON g G SEWER, PLUG END OF EXISTING OUTLET SEWER
x OTE ~ _ 12980-729'x'- \ ~ C N ,AND FORM 28_ TYP NOW OR FORMERLY C 0 CRETE BENCHIN
~ i/ 59`/ INpfR BC 1 _ _ _ _ 123, \ clrY F G TO GUIDE FLOW TO NEW SEWER, ~-COMMON AREA ~ ~ \ ~ 0 CHARLOTTE 1
/ 1N~ ~ O~ :K W > ~ ~ ~ 175-113 38 3, CONTRACTOR SHALL N ~ ^ _ 2a-123 OT ACCESS WORK VIA LILA WOOD CIRCLE
/ z ~ 1 ~ ~ ~ J ~ \ AN TEMPOR LOT 7 D SHALL INSURE ACCESS OF RESIDENTS AT AL T ARY \ LIMES, ~ ~ \ \
1 ;N. - 5309 LILA WOOD CR PAVEMENT IN SHADED AREA TO BE REMOVED AN ~ D REPLAC -..CONSTRUCTI N\\ ~ \ P ED
10 I OUT 852.9 .TEMP ~ ~ ~ ~ ~ ER DETAIL A/CD-9, REMOVE AND REPLACE ALL
~ , ORARY P!P E EA 1 \ ~ PAVEM NT CRACKED ~ \ SEMENT 3 E AND STONE BASE IN ~ \ Q SED MH 11 SHADED AREA PRIOR TO \ ~ PLACIN \ ~ / D G SURFACE COURSE,
~ SUPPORT STRUCTUR ~ E ~x~;~., N5184~.0 \ 1 \ 3~f 47.37 U
rr.•.,,.rfi? sy ...ice'; . ~ ~ ~7rv+in I ~~,,~~rr~~ s l Y ~t` '~.su,t 1. n~, G ~ r+Mhs ~".h } to 4 a; \ ~ \ \ 4 ,1,44802.551 \ ACCESS TO THIS SEWER TO _ ~ ~ 64. O 14 = BE ONLY FROM NEW SANITARY
. a - . NOW OR FORMERL ; .,,;.~H. ~ , , i~. ~ ~ _ I '~s': ~ , . •ri, ' ' k, C TY OF CHARLO E M R ~ 1 ~ ~ ~';;,1k,,, A \ 1 ~ SEWER ROUTE, DON T Q 0 USE EXISTING EASEMENT ON EAST :4~,r~~~~~h , ,.,.iy E 1 X8977. ~ SIDE F
Q~ 0 ! NLE •~'f~, vr"`t- r~ .`i <t ~~4. ,,.-.~~j~ - DO r. ;r.~+r" 175-113-40 ,fir '~R '1 pQ C - ~ ~ 3 _ 0 CREEK, st- t~~ ~ ~ ~ /
2a-12 ~ x L .:,ir;~;; rECT - ~ . p~~ - rv.-~ . ~a ~ ~ . x ~ LOT ~~;;~F ~w..~~ st ,.r ~=1 - ~ ~ r a a Z. t~~-. / ,s s,~~... . m 5, V q/~/ ~ : CO ER ALL DISTURBED AREAS WITHIN
v ~ 5335 LIL ~ q r,,, WOOD R ~ .ve? s ~ s~ ~ r~-L 1 TiQ ~ ~~M~~~ $ ~ ,y , ~,x ~ , THE LIMITS OF Rye.. Y••'iCt s w,~r y+2+c:t ' ~ Sri. ~ sr , , / ~•t DISTURBANCE WITH ER I
'Y RAE 5 .95 ~ ~ ~ ~ 1 ~M~ v ~kV , ~ ~ ~ OS ON CONTROL MATT ;t, ~N ING S75 OR R _ . o ~ x APPRO ED EQUAL. V r
~ 18" INV IN 5 1 ~ k~r . ~ ~ a 8,~ IN SrOR 18 ~ - _ .~~KJ ~ ~ . ~ . _ i % et
N ~ ORAIN / ,z ~ - ~ , ~ a- , o PI INSTALL: s r „ . . _ ~ ~ , ;=ar Q;~~ _<x-= 7, r~ ~ _ ~ ~ CONTRACTOR SHALL PLACE A LINK ~ , 4~j',,.<;: , sr~ =3 W 6 CHAIN SECURI
hr r'~ K ; ~ y ~ v t ; i, ~ ,~e WITH FABRI TY FENGE ~ , N C AROUND CONSTRUCTION AREA OFF LILA WOOD + a , , . ~ 1 ~ ,F ~ ~y . CIRC
w SE - , , 7B ~ ~ r E NOlE . ~ -10 P - 5 v ~ ~ ,,,,r , ~ LUG_ _ ~ ~g ,1 v LEA O la,st~+., :~,,•.,'r,~„ C~N-~. iq- ba„r^" R,-.-". rrr~`~i -1- S SH WN ~t~. ON DRAWINGS, CONTRACTOR SHALL
~ ~ \ ~ v _ ;-f`: , ~ ~ i ~ - EE NOTE 7 - , . . R MOV . LL E P S ~r q~~~F=~z~ h, ~ ~r.,,;, ~ ~ ~~~1 ~ ~ - MAINTAIN A MINIMUM 9 WIDE ACCESS LANE A N ~I .fir s z ~ ~ ~ O LO G LILA WOOD
N5186 ~3.. F o DP ETO 95.19 ~ ~ 5 lP TO 5 ~ ~,x~~ ~ ~ - ~ ~ - I~ CIRCLE AT ALL TIMES,
o ~ BA K ~'AC BAN ~ . R~ ~ E 144865, 0. 9 ~ s / / MO -587 ~r k r ~ ,.,,..,~r ~ ~ ~ ~ > ~,~:r"""" ~ ~vx ~-3 f~7. INSTALL MASONRY P
~ ~ ~ ~ti~.. ~ /~i AtL PlP , - ES D 00 N f F A ~ ` u; 1`~ ~M ; LUG. SCHEDULE AND QUE CE OF p SE N _ X P 0 ERATIONS TO DIVERT WASTEWATER FLOWS AND A A ~ VA ~ T R .r ~ ~ , `-t 4, B NOON
T o RESTORE STREAM B ~ v EMPORARY , ~ , ~ ~ ; t .;r,... ~ ANK ' M~' AR a - ~ , - EXISTING SEWER SHALL BE SUBMITTED FOR REVI W
SON T ~ ~ , : ~ ~ ~ ~ PLUG ENDS OF SEW SUCTION " ~ ~ > _ ~ > . _ ~ _ , , , 204 ER PIPE /r s x 'c I ~ LT FENC APPR vA ~ ri o } L BY OWN ER A ~ ~ \ r, ND ENGINEER BEFORE PROCEEDING.
D~ / 4 / . ~ / ~ / ~ E 7, ~ ~ ;/2 _ ~ ~ = REBAR CAP SEE NOTE
~ R;, ~ -:r N 518715,5497 ~ NOW OR FORMERLY ' 1 ~ ~ - \ ~
o l~ , =~~r; ~ ~ S ~ ~ ~.~.F , ~ / E 1448678.oaoo ~ ~ , 57 ~ i x ~ ~ ~ ~ PERM~RENT SE _ _ ~ SELWYN GROVE _ .t ` ~ - _ _ ` -`'HOMEOWNERS ASSOCIATION _FASEM ~ - ~ - - ~ TEMPORARY
~ ST A , ~ 57~ ~ - ~ ~ - 593.92 ii ~ ~ _ E ~ Cam Dresser & McKee 175-113 39 i?
~ / oRA r~oN v~~ . ~ 12seo 72s 01~?STRUC~'J
- \ i _ \ _ , , / ~ / 8 / ~ v~ e~- • 28-123 ~ . ~ ~ ~ 84 ~ 34l South McDowell Street, Suite SIZ a/" MMON ~ ~ ~ T - - aneaucnan Charlotte North Carolina 2 C~..e ~ AREA ~ g> \ X58 - - - - 8204
@k ~ 76 ~ Te1:704.342.4546 Fax:[phone].1 -
3 , ~ _ / ! of ~ ~ ~ NOW OR FORM7=RLY / / ~ ~ ~ -o ~ ~ E ~14 4. 5
~ ~g ~i f WYN GROVE HOMEOWN ~ i ~ ~ ~ / . URBANCE ERs ~ - l N , ~ F / ASSOCIAl10N INS.TA~ PLU \ .691 ~ C - ~ AR 0 T T E _ E C K L N B U
/ G AND \ ~ ~ NOTE 5 175-113-39 / \ \ R G
o - 129ao-72s iREFORM CONCR TE ~ ~ \ ~ s TEMPORAR 213-1 / ~ ~ ~ EXISTI G 42~--- ~I ~
~ / 23 ~ ~.TIi~ 8 / ENCHI G ~ TRUNK SEWS ~ - E N GINEERING . ~ DIVISION
~i~ CONSTR COMMO AREA ~ UTlN i / I ~ / / ~ / Y-~ _ ~ a / / / / ~ - - ~ C HA \ \ RLOTTE N / _ _ ORTH CARD
_ ~ . EASEME T / ~ ~ ' - ~ 140-04-634
~ ~ ~ ~ __,.r , /i / / ~
/ ~ / _ ~ , N , AR p r~~ Job No. File No, BRIA RC _ a REEK RELI EF S W E E R 0 . ~ Scales
~ ~ / N5184 ~ ~ 55 _~C ~ ~ ® PLAN 1"=20' PHAS
ti _ -cam. ~`a7 ~ l i/ ~ E/ Cc C
E 144 ~MH T581.31 RIM 595. SEAL F;!/= PROFILE
714 10' lf~V IN 5pf.11 0307 0 s D ¢ Hor, 1'=20'
Lo I 1 -P 0 INV IN 7.8781 10 INV 0 Vert, 1 4' PLAN AND PROFILE
8. KS STA 26+00 TO STA lilt As e~~~t Dote 32+00
0 20 20 D & D CMK Sheet Of
No. Date a /LBK DKP LBK 1-06
Y Revision Surveyed B Designed Y By Drown By Project-En r Approved 1 0 70 J 9 By Dote _

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37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 H~ HOR; 1" = 20' +50 41+00 41+50 42+00 42+50
10 10 0 20 _ _ VERT; ~ " = 4~ \ \ ` = = ~ CALL NC ONECALL
1 / / / ~C ~ / a - . , . . NOW OR FORMERLY l i - ~ ` BEFORE YOU DIG
ROBERT 1N. CARLTON / ~ / / , ~ / ~ \ / G / / / ' 0 4 ~
175-111-89 ~ / ~ ~ / _ - \ \ 800 632 949
19722-836 ~ / i i / ~ ~ - \ \ \ ~ AVOID UTILITY DAMAGE ~ I
~ 9-501// / / ~ % / \ , L07 10 / / / / / ~ / / \ \ _ - INS PLU AND REFORM
~ , , , , , / rR SED MH / / ~ / / / 3509 WINDSOR DR / / ~ / / / / ~ ~ ~ - CONC. 9ENC 1NG AFTER
M ~ / A 37+07.9 / / ~ / / \ o~-,. \ ` ~ NOTES;
N 9420.
/ \ s / / E 1 493 .60 5 / ss ~ , 1, CONTRACTOR SHALL CONSTRUCT A TEMPORARY CROSSING OVER CREEK WITHIN ~ ~ ~ - PERMANENT EASEMENT FOR ACCESS TO UPSTREAM S W R N TR TI N
/ / NG . / / / / / / s ~ ~ L , _ E E COS UC 0 , gS ~ ` ~ TEMPORARY CROSSING SHALL BE DESIGNED IN ACCORDANCE WITRH FLOOD PLAIN
/ E/N 1 s W / S / / / ss \ ~ - - DEVELOPMENT PERMIT NO AND SUBMITTED TO THE ENGINEER FOR APPROVAL,
Z / ~ / l i / / / ~ _ , ALL COMPONENTS SHALL 8E COMPLETELY REMOVED AND AREAS RESTORED AFTER SS ~ ~ MP TI N
~ ~ / EMH 01+250 ~ ~ ~ 55 "`dam' \ ~MH 01+2 CO LE 0 OF THE WDRK,
• _i, F Y , I • ~ RIM 594.43 / n ~ / / 42 INV IN 582.74 211 69 - - - 11 SS BRIM 95.40- - - 2 a" INV IN 583 2- 2, PIPE SUPPORT STRUCTURES TO BE DESIGNED AND SIZED BY CONTRACTORS NCPE
/ MHO-4 ~ z TI 42 ~ / / EXIS NG ~ ~ ~ ~ i 4 42 INV OUT 582.80 / , L , : ; - ~9 ~ / 55 REBAR ~ C~ REBAR CAP ~ / 42 IN1~IN ~s~,2 „ AND SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION, SIZES SHOWN ARE
, ~ ~ / / -42 INV N 58.7D TRUNK SEWER Q + ~ 3 \ N 519707.81 , ~ ~ ~-`;~.-r ~ 42 INV UT 58 .6 S N 519707,8843 S 42" INV OUT 583.1 MINIMUMS,
~ ~ ~ ~ ~ ~ / EXISTING E 1449463.( ~ / SS _ I E 1449463.0588 ~
/ / NOW OR FORMERLY ELEV. - 58. / ~ SEWER \ MAWAM H. REULE ELEV. = 589,47 s 3, REPLACE ALL EXISTING FENCE TO ORIGINAL OR BETTER CONDITION AFTER
~:i ~ ~ ~ ANO FAYE P. REULE 4 EASEMENT CONSTRUCTION,
` ' 175-102-27 / 4, CONTRACTOR TO REPLACE TEMPORARY SILT FENCE ACCROSS PERMANENT AND
10162-128 210 / TEMPORARY EASEMENT WHEN REMOVED TO FACILITATE SEWER INSTALLATION,
/ r J , ~ ~ 4-541 / - j~ REBAR CAP TEMPOPRARY SILT FENCE TO BE MAINTAINED AND NOT REMOVED UNTIL
/ . ~5 N 519529.9046 c TEMPORARY ~ ~ PERMANENT ~Y TEMPORA PE ~ VEGETATION HAS RE-ESTABLISHED,
i E 1449393.7883 _ 1 s, CD TEMPO Y PIPE ELEV. = 588.59 SEWER SILT FENCE ~E SUPPORT STRU URE N
N519 .9~ 4, INSTALL MASONRY PLUG, SCHEDULE AND SEQUENCE OF OPERATIONS TO DIVERT
~ S ORT STRUCTURE EASEMENT E 4 ~ SEE NOTE 2 B-2 8 WASTEWATER FLOWS AND ABANDON EXISTING SEWER SHALL BE SUBMITTED FOR REVIEW ANp APPROVAL BY OWNER AND ENGINEER BEFORE PROCEEDING.
~ ~ ~ E NOTE 2 \ Q / i ~ ~ r
. - ~TREA - . r- -
N 5 t ,2 ~ a a N RES ~ T t' ~ I: ~ ~ . ~ yr t ~ ~ tNK~ v`~i~s}r a rip ?n F k N- r~ z~~~sv x x;~a ~ ~
r' / "~hPC. ..sue t {K.. S T ~ ~ i { ,u;J; r~ to 1»~'i aF 1'iu a _ .i ~ ~ ,~~a .zv~ ~,.teh n. w,±.~.~ ~ 1 .~i. r
/ / ~ ~ ~ , , ~ PROPOSED • ~Z SA`NI TAI - SANITARY SEWER.::,..::.....,:. , ~...b.. ~ 3 ; . o o
l ID ° A _ ~ h a~ .
° ACRO S . o. - - - N ~ / 1~ f,+ 71 ;z' ':a -..'.F., s^ i e - ~k a L-::.a,t' ,.>A:,i ~l+h '~g •it H ~1111iNINl/ 0®`'6~ CARO'i~
. / I ~,i .~~'w,~drr h ..w,t:~ . ~ R ,i '.Y c ~a~ n. r',:;~ -i) ~Vr' f ~ ~VF+K ,a~{h'~.r 'r ~~r' ` `I• eA ~d ~~SS° o ~j-~~
N ~ ~ f 5 s _ n I + • kL ~ ° yti N:. ~ ~ i . k _ i>,Su ~j , / 1 Y ~ ~ ~ Y,•+f F, \ \ti l.'a,~ {F.. L~ 4.+,. :+~C h _ ~i34 d ~ 1~9 O.1 J+k Yr x r k'L. .d ~ a ~ e ~
1 t ~ t7L ~ r.:- 4 r tc ~,4 i .~jr. ~ ~ ~ ~ t r -~a,. .t ~s~t4 4 OTE 3' ~i ~ n 6Y!!.v is ,Jrb~ ~nt~ _ ) Q ~ • ~
w~~~ ! a : ~ Camp Dresser & McKee ~ ~ ~
I ~ ~ s. ~ ~ \ PROPOSED MH# 14 i(~° ~o ~ aararMp l~ %9 ° N ~ , 301 South McDowell Street, Suite S 12
~ / ~iG ° •G~N~ ° Charlotte, NorthCarolma 28204 Z iiR/p ~1~
° l STA 38+35.02 \ ° ~ 445. 07 ~ o ~ B. K~ ~1~ Tel: [phone] Fax; 704-342-2296 o J ~Jltllllll`~1
`i N 519462.4506 E 4943 .0 73 N 519595.703 N 519681.2527 ° N Z
E 144 42 722 \ E 1449550.1332 E 1449601.9142 CHARLOT -MEC ENBURG ~ TE KL
~ ~ Q ~..T
EXIST G ~ TEMPORARY ~ '~C' EXISTING ~
SEW ~ ~ N 519456.1178 CONSTRUCTION TEMPORARY ENGINEERING DIVISION SEWER
- EAS ENT k EMH E 1449465.6455 EASEMENT CONSTRUCTION CHARLOTTE, NORTH CAROLINA EASEMENT
~ RIM 588,20 + ~ ~ 42 INV IN 58 88 EASEMENT
~ ---A "INV ~T 828 ~ ~ tao-oa-s3a
~ ~ Job No, File No, BRIAR CREEK RELIEF SEWER
~ TEMPORARY CONSTRUCTION . -230 \ \ O CT10N Scales PHASE I
``-RI1~..5s8.1 + ~ STAGING AREA NO 2 az;INV k k 2 PLAN ~ "=20'
Y PROFILE
Vert. 1..=4.
PLAN AND PROFILE
PAN N 519564.6345 STA 37+00 STA 42+50 As Built Date
1 ~20' E 1449601.462900'
/ N 519650.1841 Sheet of D & D CMK~LBK DKP LBK 1-06
' ~ + 10 0 20 E 1449653.2439 12 70 No. Dote By Revision Surveyed By Designed By Drown By Project-Engr Approved By Date - -

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- - ~ _ -1- _
51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 + 5+00 55+5 +0 56+ 4 50 5 0 56 0 50 57+00
PR FI L NOTES;
r /
~9 x 217 / . / ~ . 1, DO NOT OPERATE HEAVY EQUIPMENT OVER EXISTING 36" 33" SEWER,
I REBAR /CAP 10 0 / i ~ ~ ~ / , /
N 520305.1022 1 • a / / ~i582 / / / ! 2, CO RACTOR 0 E LACE E ORARY SILT FENCE ACROSS PERMANENT AND
E 1450459.1116 / ~ i ELEV. = 591.38 / 5i ~ ~ • ~ , ~ _ TEMPORARY EASEMENT WHEN REMOVED TO FACILITATE SEWER INSTALLATION,
2 j / 4/ j / , ' ~ _ TEMPORARY SILT FENCE TO BE MAINTAINED AND NOT REMOVED UNTIL
~ j/ / j/ ~ NOW OR FORMERLY * 5H 1.. / / / / / j _ _ ~ - VEGETATION HAS RE-ESTABLISHED, ~ i /
MICHAEL W. APPLEBY ~ / / / / % / ANO JENNIFER APPLEBY ¦ / ~ / / / / i0W ~RFORMERLY ~ . • i,,., i~ JA ES ESTES- 3, CONTRACTOR SHALL CONSTRUCT A TEMPORARY ACCESS CROSSING OVER CREEK
/ / ~ _ 175-102-44 / ~ / / / lr ~ SOUTH ~ SENIOR LIVING LLG ~ _ WITHIN PERMANENT EASEMENT FOR ACCESS TO UPSTREAM SEWER CONSTRUCTION, EXISTING 33 , -
~ ` - 13242-433 / / / ~ - 20-845 / ~ / / / / ~ _ 18249-65Q_ - TEMPORARY CROSSING SHALL BE DESIGNED IN ACCORDANCE WITH FLOOD PLAIN
LOT / ~ / / / / 3205, SUN EDE LN ~ / / / ~ 28-884 TRUNK SEWER - _ _ _ . DEVELOPMENT PERMIT NO AND SUBMITTED TO THE ENGINEER FOR • /j ~ 2101 RUNNYMEDE N/ 1
p ~ ~ / n -i~; "i; / / / / / / / / / ~ - - _ = i ~ APPROVAL, ALL COMPONENTS SHALL BE COMPLETELY REMOVED AND AREA _ ~ ;SEE NOTE 1 - , -~i~- ~ / ~ RESTORED AFTER COMPLETION OF WORK,
v 5 ~ N X2017 . 227 / ~ ~ i / / ~ ~ ~ - i"i~,.i ~ EMH 01-320 SS ~
ra9u~Y~ 1450 .0961 ~ ~ /i / / / i RIM=598.36 , 15" tNV IN=5a Z 4, PIPE SUPPORT STRUCTURES TO BE DESIGNED AND SEALED BY CONTRACTOR S
rt r , N / i i ~ r / / / / ~ 33tl 1~1y~r ~s~`o7 ss NCPE AND SUMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION. SIZES SHOWN
~ S i / ,5 P / ~ / / / EMPORAh r ~ off/ ~ , / / cc- I T FENI ~EMPORAR .INV OUT=586,07 ARE MINIMUMS,
nQ~e~ .TREE PROTECTION TYP / / / / Q" n , / ~ ~ i T FENCE Ss ;
/ / e ~ _ ,r~ h x T~` ARY ~ ~ re EXISTING 36 I Z 5, INSTALL MASONRY PLUG SCHEDULE AND SEQUENCE OF OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON EXISTING SEWER SHALL BE SUBMITTED FOR
I ~ v i i i C S ~ ~ ~ S ~ , ~ ~ REVIEW AND APPROVAL BY OWNER AND ENGINEER BEFORE PROCEEDING,
R CTI K i TRUNK SEWER _ ~ Ux~ ~ r / _ o B j,, h„~. ~ , ~ . , ,:;.i-
t~ . - ~ ~ S M NTH / / SEE NOTE 1 ~ / - / / ~ >.~y'- 6 ABANDON SEWER HA FI WITH F WA FI MANHOLES SHALL BE ^ { ~ S LL BE LLED LO BLE LL
/ /i / ~ - ~j ~ gs CONSTRUCTl~N CORRIDOR / / / V 5 , / / / s ..F REMOVED TO A MINIMUM 3 BELOW GRADE AND FILLED, SEWER ENDS SHALL BE ~ < >N.~ ~ ,
MI T D TO 40 ACROS , / w ~ ;~u-.-~~°~ SEALED WITH MASONRY PLUGS PER SPEC SECTION 02D65,
X84 j / / SS R A,^7ENt - - - ~ , ~ ? srREAM ~ , , , / F a. ~ ~ ~a ,
~ SEWS 5ao ~ y, . ~ ~ iii / x ~ ~ ' ~ ~ i 1N 7, CONTRACTOR TO DETERMIN INVERT ELEVATION OF EXISTING SEWER AND FINSH 5~' , ' GRADE ELEVATION BEFORE ORDERING MANHOLE, LEAVE EXISTING SEWER IN
.n ~ ~ ~ ~ i ii i ss z } ~~w'~w~; ? '~3 °tH ' ' ~ SERVICE UNTILDIVERSION IS AUTHORIZED THEN SAW CUT EXISTING SEWER AT
P E N ~ } ~ r ~ . / , , , , e , ~ , _ ASEME_..T , ' rp a >f ~~ff,~F~ ,~~,,~r 6 ~ ' ~ INSIDE WALL FACES IN NEW MANHOLE AND REMOVE EXISTINGSEWER, PLUG END ~ ~ 2
n / ~ ~ ~ ~ ~ fi / ~ , r ~~B~21.O r ~ > r,,' ~ ~ ~ OF EXISTING OUTLET SEWER AND FORM GONCRETE BENCHING TO GUIDE FLOW
a STREAM BANK G ~ ~ ~ 3s / ~ :x ~ ~ 4~ s'b Q. >{.Q~ :aid ~ ViC% ~~ri.~« .r..ri> ~t.: -.tn n~ ax~-~~ ~ Q~x' ~w 0 TO NEw SEWER, ri 1 ~ h 1 d K+ - ,ti
RESTORATION c~-1 EMS ss a,:~x ~;1 V RIM 591,5 (APPROX) r*~~ r' s~" ~`-~e i ~ ` . r+r ~ , r.r`
~ i \ / 10" INV IN UNKNOWN R ~
" \ \ / 33 INV IN 585.47 ASSUMED ts~; ~ , xb~:-~ ~ 4 36~ INV~QUT 585.47 ASSUMED ~ =";E ' ' S E r s Vll , ti w~ ~ ~ Q ; ~~r TEMPORARY PIPE
\ S6~ ~ ~ ) - ~ ~A O \ ~ \ OW OR FORMERLY ~ ~ ; M - I ~ s.~~ ti n ; < < ~ SUPPORT STRUCTURE
~ 8S ~E~A SETH A. COLLINS TEMPORARY ~ 3,~~,~r : SEE NO 4 ~ ~
~ L , - PL,UG- A D , \ 689 - ~ ACCESS CROSSING ~ E . ~ ~ , ry{ ~x ~.z ~ r TE ~ A~,/~
241 ~A~M~R RD ~ P ~ N E~"ORM~.,~,CONCR~~T ..BENCHING, 0 - ~ _ v~v ~ a.,~. R _ , ~ \ SEE NIOTE 3 ~ ~ P ~ ~ x 4 +x~~M:r~~ { EXISTING W R 1 ~ ` . _ SE r n
hr~ e s _ , • EASEMENT 1
S a~~.a~ kl ,~S,~ri ,1}. j~9b~y(>~~.~ ~ 2~f~. \ J ~x. ~Hyu} d`. Lh.k.: 4 F,r~t:e: - h1~5. _ gib, 55f^.. \ rt.. ~ , s EAl ~o Camp Ihesser & McKee s 0307
_ , . \ \ ' \ \ \ ru t~ r~ ~ ~ : ~ ~ aane~thp EXISTING 1.S'' F a ~ a 301 South McDowellSrreet,Swte512
dw ~ a~~~ _ _ u ',~i4t 1~1. ~ ~ ~r1~ ,kv s.~ ~ o ~ ~ t `•~r TEMPORARY PIPE ~ti~r ~ ! ~A o~ ~ , 4 ~9 ' ~ ~ ~a Charlotte North Carolina 28204
SANITAR SEWER iiR~i~ ° ` ~'atio~'16 Tel; 704-342-4546 Fax:[phone] N OR FORMERLY ~ ~ ~ ~
v~SUPPORT STRUCTURE ~ ~ ~>rvu~~.~ ~ . A ~ . ~ ~ , .Y„ u„~ v a ; ~;~r r, W R ,r - ~ , PERMANENT SE E r \ EMH 01-310 SEE NOTE 4 'EWER JgMES ESTES ~
~ ~ ~ XI.J T/N ~ \ - 4 ~t~r ~ ~bt_. ~ ,,4~ ,fir ~ .~p~ ~ r r ~ ~ ; Z I RIM=597.50,E ~ qa:~. ~;~y~4„~ -,,,E~~~ e P R S IOR LIVING LLC - ~ A e 175-102=3
~ ~ ~ . . . EASEMENT a- g ~ 10° INV IN=585,07 E~ (RUCK E E 5 ~ ~ ~ ~ ~ . ~ 18249-650 `rs ~ T
~ - 33" INU IN=585.10. R~, _ ~ ~ ^ ~ ' ~ \ N 3 ~~36" INV OUT=585.08\ ~ ~ • O e 28-8~4 `>U 2101 RUNNYME E LN
vvv PROPOSED MH 18 , ; - TEMPORARY CON ENGINEERING DIVISION GARY CONSTRUCTION
- ~ STA 53+80.50 E , ~..~F: ABANDON EXISTING 15021 v ; ~ CHARLOTTE NORTH CAROLINA
_ f ~ _ ; EASEMENT FLY N 520193.5320 ~~.r SEWER, SEE NOTE 6 \ :NT
s ~o N 520176.9224 ~ \ s - ~ _ ` ~ 4 ~ o E 1450576.4730 ~ ~ ~ _ SAGAMORE CALL NC ONECALL 140-04-634
E 1450463.5377 ~ ~ ~ ~ a ~ ~ ~ ~ ~ ~ ,,t N 520184. 6 c 45 AGAMORE RD TEMPORARY BEFORE YOU DIG Job No, File No. I F SEWER BRIAR CREEK REL E
v ELEV. = 594.51 175. 47 / ~ GRAVEL CR P ~ / r.~~: 1450594.2 3 RAVEL CONSTRUCTION stoles " PHASE l
_ 5 89. ENTRANCE 'NTRANCE ~ PLAN 1 =20 1-800-632-a949
~ ~ \ ~ ~~V~~\\~ 1 1 - 20 \ AVOID U11LIiY DAMAGE PROFILE
\ ~I\~ y~ / \ \ \`1 1\VI VVVV / L VL II VII _ 1 r'4,,.,, ~O O LO \ Vert, 1 .,_4. _
SEE NOTE 7 PLAN AND PROFILE
i STA 52+00 TO STA 57+00 As Built Date
CD Sheet Of
D & D CMKABK DKP LBK 1-06
i J 15 70 No, Dote By Revision Surveyed By Designed By Drown By Project-Engr Approved By Dote _

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96+QO 96+50 97+00 97+50 98+00 98+50 99+00 99+50 + 0+00 1 + + + 9 50 10 00 50 101 00 101 50 102+00
L \ \ I / 1 _ / NOTES;
~ ~S F E 8R1aG.E. \ ~ ~ 1 1 \ ~ _ ~ ~ 1 / EXISTING BITUMINOUS PAVED GOLF CART PATH SHALL BE
D ~ IS,~ GE OR ~AR-T- ~ \ ~ \ 1 ~ \ ~ ~ REMOVED AND RECONSTRUCTED BETWEEN CONSTRUCTION
T \ ~ \ ~o / zo PA (~R POSE ~OF~~1M1 S \ \ \ \ ~ \ \ r ~ ~ / ~ \ \ » _ 20 EASEMENT LIMITS PLUS ANY ADDITIONAL DISTURBED AREAS,
1 1 \ ~ ~ ~ \ \ ~ \ \ I \ \ \ VERT;~ - / SEE DETAIL B/CD-9, DO NOT USE GOLF CART PATH FOR I - - ANY PURPOSE~MAINTAIN ACESS FOR GOLF CARTS AT ALL
. 3 ~ \ \ ~ ~ m \ ~ ~ ~ ~ ~ i ~ ` TEE BOX ~ - J \ \ \ ~ I TIMES,
- 1.37 / / \ ~ ~ ~ ~ ~ ~ - _ ~ NOW aR FOR Ll\ \ ~ \ \ \ ~ ~ ~ = 01.41 \ \ \ \ ~ RS PACK CLU IN(~ \ \ ~ ~ ~ ~ ~cPS~~ ~ _ N 523827.76
11 ~ , - e,r. ~ ~ra5-0515 \ \ / , ~ N 5238~'(8~ N 5238~(8790~ 2. GOLF COURSE HAS UNDERGROUND SPRINKLER SYSTEM (NOT E 1452372.75
~M! 0 A-E~ ~ \ ~ _ \ ~ \ _ _ ~ ti ~ ~ ~ ~ q ~S K 2415 HOSN~ELL EVE V i ~ R~ Q ~v 1 - , ~ ~ ~ ~ Q ~ \ ~ ~ E 1 354., 1 ~ ~ ~ \ \ \ X ~ E 1gFl2354.5150 SHOWN), GOLF COURSE OWNER WILL DISABLE AND SALVAGE
1 1ST GAD \ - ' EV, = 629~t#- PARTS OF THE SYSTEM WITHIN EASEMENTS PRIOR TO
~ \ \ -BAND UPST M` R ~ ~ / I 1 \ _ ~ ~N 5 2.~~ ~ / ° CONSTRUCTION, CONTRACTOR TO REMOVE AND DISPOSE OF ° I
\ \ \ \ ~ NO T U Exi ~l~vc - - 1 , I \ \ ~ Q PLUG ~9N SHEEN _ \ \ ~ ~ 1. 4 x 1 ~ ~ / ~ _ _ _ ° REMAINING PIPE, CABLES, AND APPURTENANCES, COORDINATE I ~ / ° I WITH OWNER ON TERMINATIONS AT EASEMENT LIMITS,
\ \ \ \ \ ~ \ \ SE R E EM NT W~' C-~- N E ~ ~ ~ ~ ~ \ \ \ ~ ~ ~ 1 ~ / ~ -52.827.51 ° ~ / TEMPORARY RESTORATION OF REMAINING SYSTEM ETC,
~ I E 1451392.75 a i _ ~ N CONSTRUCTION - - ,
242 v v OF THIS P RMA~VENET - - - ~ v ~ •u~~~ • \ \ \ \ a s o ~ ° _ ~ F,.~.'. : ~ ,'a'id : j ~ : x~•.I 4 ' f- ~ _ cPS z5 vv EASEME'YV T t l T - r , ~Y , v z~ ~ ~,1 1,./~ : , 1 3, REPLACE RIP RAP IN DISTURBED AREAS TO MATCH EXISTING
\ VA \ \ ,~MH 'Q~L'^~~4'y.'i4-~.rdi ~5 ure0x;c c~~''+ivA ra c~,r yr,tt»ati+A ~eiw - - r ~ ~Si;'t i ~ t.t i4l f fib; ~ a '14. N 523444,4 \ - rF~ ~~:a ~ 1 ~ ~ ~ ~ , Eti . u ~s. s f,.=. ~ ~ a~ ~ EASEMENT ~ ~,44 C RIP RAP,
r • „ . \ \ V\ ~ RIM=612`12 ~;<<~t~* ~e~'r a r ; i ~ r I ;;I s t•k~ II E 1452426.99 \ V A _ ~ ~ - ~r :~f~ _ ,t.~~ fe ~ ~ ~ ~ ~s , I ~ VA \ r 3D"~IW SIN , @050 -~.~,,,,.,'f~ ~ t~• ~ ~ 1 ~r ~I'-~' t~ ~ ~ ,,.~rvti;, ~ . ~9:~~.-_ . 4, THE SEWER ROUTE BETWEEN COLONY ROAD AND SHARON
I VA ELEV, = 610,1 ~ , 3a ~.~NV:o~r~so4.5s r \ ~ z r ''t4 ,any riF. r+n i t r I - bin ' ~ t ~ " ~ ;xAND.~Ap, - ~ . , , ~ ~ ~ , ~ ~ ~ O ROAD IS IN MYERS PARK COUNTRY CLUB, CONSTRUCTION
1 1 :~A \ d. ~ v 1 ~ _ . W ~ 4_ ~ s,~.: : ~ z , I , ti 0 1 ~ , r ~ t v' ~ d I ; m:i~ , - h ACTIVITIES ARE ONLY ALLOWED ON THIS PROPERTY BETWEEN
~ ~ r, _ - . Lam' ~ J b \ - ; 'r{ ~ SA / ~ _r i~~ ri his ~ P _ 4. ~ V ~ ~ `.V tr F.e..h+ r+ ` 'Fs: ra ,kr'~ . , ~ t~~~.~, OCTOBER 1, 2006 AND MARCH 1, 2007, WORK EXCEEDING
n G ~ ~ PQS , RR u~...: ~r ~ ~ ~ .1~.:, \ ~ . o ~ ,.r ~ Y„ ee. ;+~y'~x~i:~r+~7`++e+:='.- 'n'Ya `.~,`.9.:4~:~ ~~~fry;t.~ `.1 ~v-. .t; \v 1„~ r'~~ >>„#3~- p: r - I. a,.~.~: . ;>rt,w THIS TIME FRAME IS SUBJECT TO LI UIDATED DAMAGES, ALL
~ ~ ; - ~ ~ M ~ 1'~ ~ ' 1 x 1. ~ ~ , - - ~ - ~ - ~ ;:-:~k~~ ~ CONSTRUCTION ACTIVITIES SHALL BE STRICTLY CONFINED TO ~ ~ z~ , .f. , `a < < ,
. + ~ . , ~ » ~ n ~ ~ ~ ' 1~' i ~'r". r pia ~'"~T _ c ~ J # ~ ~'=ma`r' THE DESIGNATED SEWER AND CONSTRUCTION EASEMENTS SEE ~ r r , ~ f » ~ ~,a~l ~ . ~ , ~ N00 :41 w , ~ r~,~ ~ F29<E -th,~ 1~j ~ _ ~ SPECIFICATIONS FOR USE AND RESTORATION RE(~UIREMENTS,
a1 ~ 7~' ~ ~ V O ,g v` t~ air. x to ~>,n- f ~<~.4-('V•2 Q Q '":l lc ~1 ` it ~f•l'Y")~ ~ tY ~ •F f' ~rl •,i.4.
~ ~ . b • \ \ \ I . , r • ~ ~ ~ - ~ - S, DO NOT USE EXISTING SEWER EASEMENT IN THIS AREA t ~s~ I t~ ,
I \ ~ \ I II \ , - ~ o V \ I ~ ~ ~ _ o , ' .,r . - TEMPO RY PIPE ,/r~- ~ 41 UNLESS WORK IS BEING PERFORMED TO ABANDON
I i ~ lti?:~:~ ~ Z SEWER MANHOLES, DO NOT DISTURB ANY VEGETATION IN THIS ~ /
\ \ ~ , , > , ~ \ \ SUPPORT STRUCTURE ~ ~ \ \ \ I I ~ \ ~ \ ~ \ \ \ 1~M14 1~ ~ R ~ ~ ~ ~ EAS MENT S ~ R ~ ~ \ E , ~ ~ TEMPORARY , i \ ~
Q w , a \ ~ \ \ \ \ \ \ SEE NOTE 6 ~ ` \ \ ~ \ \ \ \ \ \ \ \ \ \ \ S 1 rn \ ~ E N I ~ I y / ~ ~ : Z
\ \ \ \ \ ~ `1 ~ I 1 t + \ qP \ ~ \ ? ~ I ~ y ~ CONSTRUCTION / \ I 1 ~ V 6, PIPE SUPPORT STRUCTURES TO BE DESIGNED AND SEALED 1 / ~ ~ ~ h
I R \ 1 ~ \ RIP \ PERMANENT SEWER \ \ ~ I ~ I I 1 o \ \ \ DO NOT USE EX! TING ~ I ~ ti ~ EASEMENT i ~ ~ ~ ~ : BY CONTRACTORS NCPE AND SUBMITTED TO THE ENGIr~EER ~ / I 'Q PRIOR TO CONSTRUCTION, SIZES SHOWN ARE MINIMUMS,
\ 3 \ \ ~ 9. I I ~ o \ tE \ ~ ~ ~ 1 \ NO EASEM N I \ EE \ \ ~ E ~ I ~ \ \ S \ ASEMENT EAST ~ 4 I \ I ~ ~ ~ i GREEN I ~ I \ 1
\ \ ~ IA 4311. ~ I \ \ 11 ~ I \ \ \ I p \ ~ / /
o \ ~ _ _ ~ TH 1M1T, SEE NOTE 5 ~ ~ ~ 1 ~ I 1 ? ~ 1 1 o Il( ~ 1 ~ i N \ TEMPORARY ~ ~ _ ~ \ ~ ~ ~ ~ I I 1 1 1_ _ - - ~ ~ ~ • _ - _ MYERS PARK COUNTRY SUB ~0 F COURSE,
~ \ \ \ ~ I \ 1 1 \ ~ 1 \ \ ~ ._.--1~ 1IIIIIIIIIf~,/ C LL NG 0 , \ .i / ~ BEFORE YOU DIG
\ \ SUPPORT STR \ ~ \ \ 1 ~ ~ \ \ 414. . ~ , N \ ~ ~ \ I 1 \ \ . .
~ \ \ ~ c + ~ \ \ \ . \ \ STREAM BANK 1 ~ ~ . • . ? SAND~~TRAP' ~ ~ _ 0 . trSS/ > ~
~ 1 \ \ CD 1 1 1 1 1 ~ ~ ~ ~ ~ •Q- ti~ Cam Dresser&McKee • ~ 1' .r . - 1-800-632-4949 p
\ \ RESTORATION ~ ~ \ 3 \ \ \ \ \ I ~y I \ / ~ ~ ~ ~ i " , ~ l - AVOID UTIUTY DAMAGE \ ~ ~ , ~ • . • ~ . ~ ~ 3077 D 301 South McDowell Street, Suite 512
\ \ \ \ \ ~ / ~ o \ 1 \ ~ ~ ~ ~ , ~ ~ ~ i ~ ~ ~ ~ ~ Charlotte, North Camlina 28204
N Exlsr! \ ~ ~ ~ ~ ~ \ \ \ ~ \ , , 4 \ ~ o \1 ~ \ \ ~ ~ ;SAND ;TRAP,.. ~i9G • till ~ • . p 1 oae~+8 Tel: [phone] Fax:[phone]
\ ENT EA ~ ~ ~ ~ 1\ ~ \ \ ~ \ ~ ~ BANDON EXISTING ~ \ ~ \ \ ~ ~ ~ ~ ~ i~/ / KEG
\ ~ A~ ~THI ~y \ ~ ~ \ ~ \ \ X 1 SEWER \ \ A~ ~ _ \ \ CH C B A TTE E
\ \ \ \ \ ~ , I ~ \ - / \ \ . ~ ..ss I \ \S7L~' ~ \ ~ ~ ~ ~ \ \ \ NOTES CONT D; I
\ \ \ \ \ \ ~ S E NOTE 5 I \ \ \ \ \ \ \ Q ~ ~ \ \ \ \ \ l ~ \ \ . \ ~ ~ ~ ~ \ \ ~ ~ \ ~ _ _ _ - - - _ ~ 4, INSTALL MASONRY PLUG, SCHEDULE AND 1
\ \ \ \ 1 ~ ~ SEQUENCE OF OPERATIONS TO DIVERT ENGINEERING DIVISION \ \ ~ \ WA T AT N 1
\ \ X1STING BlT. GULF CAR \ \ \ \ I ~ \ \ ~ ~ ~ ` - , ~ ~ \ ~ SEW ER FLOWS A D ABANDON EXISTING CAR 0 LINA \ _ CHARLOTTE, NORTH
\ \ n I PATH. SEF NOTE 1 \ \ \ \ \ \ \ \ o I \ \ \ \ , ~ ~ ~ ~ \ \ \ ~ - ~ ~ ~ ~ ~ ~ SEWER SHALL BE SUBMITTED FOR REVIEW AND \ ~ \ \ \ ~ ~ ~ ,APPROVAL BY OWNER AND ENGINEER BEFORE
\ \ \ \ ( \ ~ \ \ \ \ \ \ ~ ear \ \ \ ` \ \ ~ TEE pR0'TECTION TYP \ ~ ~ \ ( ~ ~ \ ` \ . , - - ~ ~ \ too-oa-s3a ~ \ \ _ _ _ \ ~ PROCEEDING,
EX \ ~ ~ ~ Job No, File No. CREEK RELIEF SEWER BRIAR
- \ ~ 1 \ \ ~ \ \ pq ~ ~ ~ \ \ \ ~ Scales r p \ \ 5, ABANDONED SEWER SHALL BE FILLED WITH PHASE I q~ ~ \ ~ ~ _ _ _ - _ ~ \ \ \ PLOWABLE FILL, MANHOLES SHALL BE REMOVED PLAN ~"=20'
- ,EASE \ \ \ \ i ~ ~
~ \ ~ \ EX ST 30 ~ ~ \ \ \ \ \ \ ( I I ~ ~ _ ` y _ \ ~ ~ ~ TO A MINIMUM 3 BELOW GRADE AND FILLED. PROFILE ,
~ ~ ~ ~ -CFINFR FN(1C CHAI I RF CFAI F~ WITH ~AACnNRY Hor. ~ =20 f : 7/1
` .PLUGS PER SPEC SECTION 02065,"=4 Vert. PLAN AND PROFILE
\ P 1 1, r As Built Date STA 96+00 TO STA 101+50
LAN
\ - 20 - - - - - - -
vw s \ \ I / D & D CMK LBK DKP LBK 1-06 Sheet Of
\ \ 1 / s, t o / / - No, Dote By Revision Surveyed By Designed By Drown By Project-Engr Approved By Dote - -

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- ~ _ _ _ - I- _ - - _ - - - . , _ _ _ _ i ~ - - - - - - - - - - - - - - - - - - _ _:.r - _ 7-- . L I - - - _ . t.. _ . _ -
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I _ , - - _ .
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- - ~ _ t. _ _
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25 50 12 + - - _ 6 00 126+ - _ 50 127+ - 00 1 27+ r. ~ _ _ - y,. ~ y~ _ v-__ _ _ =-t-r . _
50 128+ 00 128+ / y 50 .129+00 - - - -
~ rr' ~ ~ , ARON ROAD T ~ \ , ~ ~ ~ 130+00 130+50 131+00
\ RA \ \ - - ~ ' i ' / I NOTES;
1 G VE CONS UCT/ N \ 56 7.07 N FO Y \
\ EIIJ W OR FORMER p~p \ N6YP OR FORM ~ E E 14 71 COU ~ ERLY/ ,DANIEL WERTS v'~42 ` ~ N~ 579 . 10 2 ! 1, DO NOT OPERATE HEAVY EQUIPMENT OVER XI " E STING 27 SEWER, i / PIPE SUPPORT STRUCTURES TO BE DESIGNED AN
_ 1 - -1 ~ / ~G`D.LC. INVES E#T'GROUP 153-105 21 NOW OR FORM NOW OR FORMERLY 120 7 ANDJIN A. DUDLEY ~ E 145 78. 03 D SEALED BY ~R~S ~ e CONTRACTORS NCPE AND SUBMITTED TO TH
~ 12986-176 ANTHO A. JERRY M. BRENNE \ 153-10 - TLE CKE 33 D\ A Y/ 5 1fi~ 332-344 15 -10 -20 153-105-19 LO 4 r 899 ----~L I SEWER E ENGINEER PRIOR TO i ~ CON TR 8~; 43 0 S UCTION, SIZES SHOWN
W OR~ORM 6,Y LOT 2 ~ -'-132 395 16385-362 2315 SHA 4 ~ 332-344 N0~ , / ARE MINIMUMS, ~ ~ 1,454 00 38
CIT OF Cf'LP,RLO 2327 SHARON RD ~ 4 -344 0 rr LO ~ 1 -105'22 \ ~ LOT LOT ~ ~ Q~4 HARON RD / . TEMPO A~Y-CONSTRU i ~ EMH 2-4 / ~ 2. INSTALL MASONRY PLUG. SCHEDUL A ~ CTIOA~ END sEQU N
3 , 4_„ PROPOSED H 3 / 2 2321 H \ ~ / OPERATI E CE OF RI~ ON ~~EM i / " sts. S TO DIVERT WASTEWATER FLOWS AND ABANDON EXI T ENT / INV IN 60 . / SEW SING
33 \ \ ~ 323 SHAR RD S AR RD a ` / 0 2 44 S / 0 08.43 ~ ~ TA 125+46. LOT \ ~ / ERS SHALL BE SUBMITTED FOR REVIEW AN / / 27 I a.5o OWNE D APPROVED BY THE
\ ~ J e e _ e eRl 0 RD ~ \ ~ ~ e - N 525565. 26 r _ P~OPO ' (r A DONED ~ RAND ENGINEER, OR,9,QY ~ / / ) ~ ~ ~ ~
~ 4 7 ~ ~ _ ~ E 14535 .4391 TING - - 4 _QIA--09CH~fUSE MH - i / 3~ REMOVE EXI T / / ~ SING BUILDING IN ACCORDANCE WITH SPEC SECTION
A ~ PROPOSED TEMPORARY ~ ~ !NV o INV IN 6 . ~ / / ~ 02065, REMOVE BUILDING FOUN A O D TION, UTILITIES, PAVEMENT
0 6 / N s ~ ` ~ , ~ 4 D/A DOGHOUSE MH - ~ / ~ NECESSARY PERM ,OBTAIN ~ ITS AND DISPOPSE OF ALL MATERIAL OFF-SITE, NOTE 4. ~ ~ T P
~ #T ~ , d ~ , II~V-~-585-4 - - 0 SOIL, PREPARE AND SEED ALL DISTURBED AR
© o ~ ~ '~v . F i1, ~ ~ " ~ / , ~ - r. , . 1. , . <s{ a e ~ <"'i' :a: .«t ^~,..,.w.r.; i. -!r~ 3.11, ~.~d,. ..n ~ 6. t. ,.rn~.; $r x S l:. ~ .ti d.y"~~
0 ~r ~i ,-k 1 ~ sy may. 1~ _ - i~ 4 Y' _ I ~ 4, CONSTRUCT " _ ~ ~ q 30 BYPASS SEWER, BYPA _ _ FR SS PUMP ENTIRE FLOW ~ OM MH__ TO DOWNSTREAM MH__, PUMP CAPACITY T
_,~r-a., ~ ; f e. 7 , . , . _ ~ . , ,1.,, k t ~ . ~ ~ ~ , - ~ r, i h ru ..i:r' ti' '?m+a.::, ~ = emu- .r \ I ..~>rY. , . :~F ~,7 ....t;<., ~ t : era . r ,,i,,, , ~ . a - „ . f Ott>. r ' ~ ~j ti ` ~ 0 BE _MGD i ~ - i _ _ .r ~ - ~ ?~(__GPM), BYPASS SEWER SHALL BE TEST
_ r i' . ~.y. ,iv."k. \ a. µ+Fb~ r,.. yr ..1 i"I d C it.t .~:v S„~ / . r _ ~ v T~R - v~, ,.f,4.:~... _ +~.r_. -~~K~',.;i a }i": ',.s~.. d ~S'; i~ri an~i~ r:'~; v ~ is Y=s lxb ~M,,~ ~r7,~ - , , ED AND ACCEPETD BY y ~ ~ o I ~ ~ OWNER PRIOR TO BEING PUT IN TO SERVICE, SCHEDULE AND
j SEQUENCE OF :'6O SA RY ` ~ ~ ~ , :A~ OPERATIONS TO DIVERT WASTEWATER FLOWS AND
~ ~ ~ rt R Q ABAN j , DON EXISTING S W E ER SHALL BE SUBMITTED FOR REVIEW AND
~ < x ne ~ ; ~ , ~ tr1 APPROVED BY OWNER aND ENGINEER 30" BYP • , ~ ~ ~ ASS SEWER SHALL BE
• n a K A4F W~ f. / ~ r~~-~-_----.'~_ F~` f' I ~ ~ .,ter ~'...y ty ~ SFr aj~_ 3n..!' `~"'1 ~ . i :'k fx ABANDONED AFTER NEW 60 SEWER IS PUT I N69.,. _ ,E~. 6 6 9x~ - . - ~ ~ W NTO Rvl ; n a„ ~ ~ SE CE,
f x,- n. '~l N _ ~ ~ ~ ,1 ,o.:: v ~~ti ia, a. .t.~. .,a'~+~si~ ,~yr,.'. ~'r~ ,w. ; nv tb~k ~.y.., q 'f ~ t' , .1 ~ ~ ~ ~ / ~ ti ~ ~ 5, ABANDONED SEWER ~~15 ~ ~ ~ ~.~?_~i, 4~~.~4 ~ ~ SHALL BE FILLED WI
~ ~ M / ~ e ~ ~ ~ Y~~~., ~ ~ Y ~~..x.~ ~I TH FL WA *Y ~ , ~ - ~ h. ~ ~ FILL, - , BLE r , r ~ ~ ~ ~ ~ MANHOLES H ~ %I~~~ n ~ r~tw~~'~ S ALL BE REMOVED TO A MINIM
` ~ fi. ~ LL UM 3 BELOW GRADE AND l ,w'~ ; Z FI ED, SEWER ,,a ENDS SHALL BE SEALED WITH MASONRY PLUGS PER
~EMH 410 ~ ~ ~ R}y1 61 .93 / ~ ~ of o _ V SPEC SECTION 02065.
Q D \ 27~`INV IN 608,23 ~ 7 V OUT 60 / ~ PORARY PERMAN ~ ~ of ~ ~ WER MPO RY PIPE - ~ ~ ~ ~1Q
o _ - - ~ (7 - - _ _ - - _ ~ EMH 02-420 C~-1 S - / / EASE ~ _ , ~ 6, (FUTURE) SUPPORT TRUCTURE - = -
- - _ SILT FENZ`F c~ r~ RIM 616.50 ~ _
r 3 _ _ _ _ _ - ~ INSTALL 27 UG $E ~ ~ ~ / ' - ~ 7, PIPE SUPPORT T ~ E NOTE ~ ~ S RUCTURES TO BE DESIGN ` ~ ED AND SEALED BY .UG ~ = r ~ ~ CONTRACTORS NCPE AND
R ~ Tll7 - - =~~xE~E~} ' - - - _ _ _ EMOVE EX/STIN ~ _ K _ , _ _ _ _ - _ z G ~ - - SUBMITTED TO THE ENGINEER PRIOR TO _ ~ r. f ~ CONSTRUOTION, ALL SI
= ILDING SEE NOTE 3 ~ ~ - _ _ ! r G ZES SHOWN ARE MINIMUMS, f ~ _ _ . STREAM BANK
NI E NorE 5 _ ~ - _ - - CD-1 - ~ - RES DANG RI TORA TION E .
EXISTING~ ~ ER N R OVE _
~ ~ 253 EASEMEN T HIGH VOLTAGE POWER of CALL NC ONECALL LINES OVERHEAD,
G- REBAR/CAP . - - Briar Creek o~ N ~E N 525545,4244 NSTRUCTION BEFORE YOU DIG
E'~'N 3 ~o tr - E 1453766.9153 pE 254 _ -
~ _ _ r ~ - ELEV 614.96 _ ~L-fMM~Tf~- - ~ REBAR/CAP - ---r-- - - ~ =J-~
- _ N 525618.4813 - _ ` i-800-632-4949 Camp Dresser & McKee ' r / - AVOID UTILITY DAMAGE
- - E 1453950.9851 - - - _ - - ` _ ~
- ~ ELEV 615.83 _ - _ ~ ~ - ~ 301 South McDowell Street, Suite 512 - _ - _ amen~r, Charlotte, North Cazolina 28204
- °98 Tel: [phone] Fax; 704342-229b
i' ~ f 1 3 -
b / A L T
OE OE OE OE OE E U
/ OE 0 / o / * SS`T' - - SS S S
a OE ~ ENGINEERIN G DIVISION
_ OE OE - _ - - / ' I ~ I PLA TER CHARLOTT E, NORTH
CAROLINA
- / I * - 140-04-634
/ \ ~ , ~ FLOWER \ Job No, File No. BRIAR CREE K REL1E F SEW
~ \ ER / SS SS SS $CQI@S
r- \ ~~iP f cp - / PLAN t"=20' PHASE I y /
, A ~ I nenr,~ r
ytiy rr%yr ILL ~ o Hor, 1"=20'
C \ i I Vert. ND P-26
~ \ 20, \ PLAN A ROFILE
STA 1
\ 25+00 TO STA 130+50 As \ Built Dote
Shee t Of D & D CMK/LBK DKp LBK 1-06
No, Dote By Revision Surveyed By Designed By Drown BY Pro1'ect-En9r Approved By Date 30 70

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/ / GDLC INVESTMENT GROUP ~ / / / ~ ~ _ ~ NOTES;
/ ~ D MECA PROPERTIES / / ~ AN ~ 2 0 4 RF_MOVE ALL EXPOSED PlP TO 5 \ 153-105-15 Y
r / BACK IN EACH BANK. PL G ENDS 9949-609 1 • It ! \ 1, DO NOT OPERATE HEAVY EQUIPMENT ON EXISTING 30 OR
/ / / ~ TE 4 332-344 / ~ OF EXlSTlNG SEWER, SEE 0 ~ ~ ~ M 27 SEWERS, SECURE AND MAINTAIN THE INTEGRITY OF
LOT 7 ~ TI N ~ EXISTING SEWERS THOUGHOUT CONSTRUC 0 .
2301 SHARON RD / /
\ ~ _ ' 2. PROVIDE 14 DAYS NOTICE TO THE AIRLIE HOME OWNER'S ~
WR ~ EXISTING SE E 255 ~ ~ ~ ASSOCIATION BEFORE THE START OF CONSTRUCTION IN ~ THE AREA FROM STA 134+19,$8 TO STA 148+3043.
d EASEM N REBAR CAP ~ COMPLETE ALL CONSTRUCTION WITHIN 60 DAYS FROM
h N 525809.6353 ~ X 4 START OF CONSTRUCTION, CONTRACTOR MAY DRAIN THE
p • ; ~ E 1454143.7258 ABANDON EXISTING ~ ~ ~ NOW OR FORMER Y POND DURING CONSTRUCTION BUT IS RESPONSIBLE FOR
ELEV. 613.02 a . ; ~.~T.' 30 SEWER AIRIJE HOMEOWNERS A OC INC ANC SECURING ALL PERMITS AND REQUIRED APPROVALS
AND LINDA A DUDL Y w SEE NOTES 1 AND 3 PRIOR TO INITIATING CONSTRUCTION IN THIS AREA,
Q i - ; ~ ~ . ~ A ~ ~ 153-105-87 ~ ~ ~ . N 525846.90 4777-874 CONTRACTOR IS RESPONSIBLE FOR RESTORING THE POND LIMITS OF INCLUDING SHORELINE AREA TO ORIGINAL OR BETTER
n. CONDITION BY THE END OF THE 60 DAY CONSTRUCTION
t , ~ ~ ~ ~ ~ E 1454193.37 22-ss ~ ~ TEMP ~ EXISTING POND TEMPORARY PERIOD, PROPOSED MH#35
~n ~ ~ ;ti ~ ~ ~ ~ `~'R ~ C CONSTRUCTION ! STA 134+20.42 WITH F OWABLE
~ ~ .4:~„r N 525846.40 ~ ~?Q . ~ S ~ ~ - , EASE 3, ABANDONED SEWER SHALL BE FILLED L EASEMENT
, . ~ Fp ~ ~ ~ E 1454224.20 _ 6 ~_~,.z,, ~ e e N 525921.4555 FILL. MANHOLES SHALL BE REMOVED TO A MINIMUM 3 e
~ 1 f ~ ~r.~ ~ ~ ~ ~ < ~ ,N ~ N BELOW GRADE AND FILLED. SEWER ENDS SHALL BE E 1454346.6235 SEALED WITH MASONRY PLUGS PER SPEC SECTION
,.A. 6 Q ~ I ~ ~9~ Tq p ,a~ ~ ~ ,TEMPORARY PIPE • ~ `r r N e `~allIllUOd~d~ ~>0 CAR®®~d~ 02065.
« : \ / STRUCTURE C ~ . /Y ~ \ ~ " ® ~ y Y\®
e .4~ . FR.,~ - . ~ k SEE N TE 5 . Q F ~ ~ TIN ORRIDOR FOR REMOVAL OF AERIAL °2.0 4, CONSTRUC 0 G
9 x ~ ~ <f, , e ~ LIMITED TO WIDTH OF EXISTING 25' EASEMENT, a~~ >x y ~ 1
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~a ;off r ~ ~ ~ 5. PIPE SUPPORT STRUCTURES TO BE DESIGNED ANO .
.3.~ ; ,~:,;4~ w< ~ ~ 9 NGI E ~ SEALED BY CONTRACTORS NCPE AND SUYBMITTED O ~fw~ ~ R~.~~ ~ ' ~ ~ ~ e ~ ~ NSTRUCTION. ALL SIZES
\ ~ ? ~ P MANENT S RE ~:t ~ ; ~ 60 ~ NI TAR}~SEWE \ .PROPO F.~ \ P ~a ~ w:.. Y1 ~ z , ~ ,~,r,. a~~~~ ~~.,.s , i~~ Ip ~ K'~ THE ENGINEER PRIOR TO CO ,r ~~llillll~t SHOWN ARE MINIMUMS,
~ - - • . s r AS ENT ~ - ~ ~ t ~ e
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r z ~ F - - r ~ . ~ ~f;; r ~ ~ ~ ° ~ , z ~~n;~ ~ ' ~ ~ ; ~ ~ >t ~ ~ ~ DANGER ! ~ x .
tir.~kl hZt id .:~,F'~~'. ~ ~ n ~ ~ .r ~ <OiO HIGH VOLTAGE POWER
\V~ t9'r ~ IMr.~ +o . .n. p7?`+, o-! ' rr ~ r~ ~,riwk < 4. ~ h r r ,.,.f ~k. pYNriFa 7 7~ G~~ W u-N ~'~r~. y . N \ \ ~ ~?n.m r'.3~~k} h~+ne ~ ~ ~ ! ;,uv n ~n 'a x ~ ~ .4N r. S;s ..1 ~~'ri. '"~:'~P' ~t..p~Y!<~~ '1 ~'r ~.~:t} 5~'r~ ~ ~ Cam Dresser & McKee ~~r' 9cq.~wer ~ S ~ LINES OVERHEAD, p
~ \ OPOS MH 34 r. ~~:,a~ s F'y ~ix,. 60 301 South McDowell Street, Suite 512 ,s ~ ~ ~ Y, a Charlotte, North Carolina 28204
~ ~ 132+ . 00 e - - ~ , a ~ ~ r - Q ~a aonedvctlm
3 806. / ~ .t - `++:r~ , ~~Q' ` - 4 -4 46 Fax:[phone] ~ . X ~ Tel: 704 3 2 5 ,3 A . <<. 1.. R ~ ,v;, .
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K M E LOT AR o CH TREE ~ . ~ f:,;S1_
~ ~ _ ~ Q PROTECTION ~
~ ~ PERMA \ ~ \ - 1 ~ TYP ~ ,a ~ ~ I r : NGINEERING DIVISION 3 , E
~ ~ - SEWER EASEMENT ~ y~.r~, . ~
~ ~ E NORTH CAROLINA .,.r~,r, 4~,.1~ CHARLOTT ~ v
~ ` - a A 140-04-634 ~ ~ ' ' ` CALL NC ONEC LL
~ ` BEFORE YOU DIG SEWER N ELI EF No. F e o. REEK R 25s v Job BRlA R C ~ ~
~ ss ~ ~ r'j ~ ~ ~ ~ Scoles REBAR CAP o ~
~ ~ \ re \ ~ ASE 1 PH N 525881.5852 \ ~ Q ~"=20' ~ PLAN
~ ) ~ E 1454384.0666 _ _ 1-800-632-4949
~ / AVOID UTILITY DAMAGE PROFILE " ELEV, 614.73 ~ Hor, ~ =20' C-27
EMH 02-440 f x Vert, -T PLAN ANU l?MW ILL
RIM 616.80 'IN, I /
y \ 10 30INV IN 609 .05 - S TA 130+50 TO STA 135+50 NV IN \ 30" INV OUT 609.05 As Built Dote
\ 5h Of (TO BE ABANDONED eei \
- D & D CMKABK DKP LBK 1-06 31 70 \ Pro' ct-En r Approved By Date
\ ~ ~ \ f No. Date By Revision Surveyed By Designed By Drown By ~e 9
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150+00 150+5 0 1 51+ NOTES; 151+00 151+50 152+00 152+
P FI „ " L 1, DO NOT OPERATE HEAVY EQUIPMENT ON EXISTING 30 OR 27 SEWERS, SECURE AND MAINTAIN THE INTEGRITY OF EXISTING SEW 50 1 53+00 153+50
ERS ~ THROUGHOUT CONSTRUCTION. OR: t" = 20' zo' ~ - - - ,
2, PROVIDE 14 GAYS NOTICE TO THE AIRLIE HOME OWNER'S ASSOCIATION BEFORE TH T ~ E S ART OF CONSTRUCTION IN THE AREA FROM STA ~ II
134+19,88 TO STA 148+30,43, COMPLETE ALL CONSTRUCTION WITHIN 60 DAYS FROM START OF CONSTRUCTION, CONTRACTOR MAY DRA1N TH X 10 0 20 CALL NC ONECAL ~ ~ L YO r} ` BEFORE YOU DIG
PON RIN E D OU G CONSTRUCTION BUT IS RESPONSIBLE FOR SECURING AlL PERMITS AND REQUIRED APPROVALS PRIOR TO INITIATING CONSTRUCTI N VERT; 1 = 4 0 ~ ~ 4 x » ~ NOW OR FORMERLY
IN THIS AREA, CONTRACTOR RESPONSIBLE FOR RESTORING THE POND INCLUDING SHORELINE AREA TO ORIGINAL OR BETTER CONDITION BY TH X E END OF THE 60 DAY CONSTRUCTION PERIOD 4 EXISTING 27 SEWER _ \ ~ MINI SKOOLS LIMITED KINDER-CARE O
0 4 3, ABANDONED SEWER SHALL BE FILLED WITH PLOWABLE FILL, MANHOLES SHALL BE REMOVED TO A MINIMUM 3~ BELOW GRADE AND Fl NOW OR FORMER -~NS`~`AL P U 4 LEARNING CENTER TO BE RETAINED C 1-800-632-4949 153-1 - ` 1 OS 28 _ NOTE 4 1 AVOID UTILITY DAMAGE
ENDS SHALL BE S LLED, SEWER LY EALED WITH MASONRY PLUGS IN ACCORDANCE WITH SPEC SECTION 02065, AIRLIE HOMEOWNERS ASSOC INC 7263-157 ~ ~ I
4, INSTALL MASONRY PLUG, SCHEDULE AND SEQUENCE OF OPERATIONS TO DNERT WASTEWATER FLOWS AND ABANDON EXISTING SEW AND LINDA A. DUDLEY 1700 PROVIDENCE ROAD D \ ENiH C2-510
ERS SHALL BE 153-105-87 SUBMITTED FOR REVIEW AND APPROVED BY THE OWNER AND ENGINEER, 4777-874 RIM 626.52 PROPOSE`D' 38-
5, CONSTRUCT 30" BYPASS SEWER, BYPASS PUMP ENTIRE FLOW FROM MH__ TO DOWNSTREAM MH__, PUMP CAPACITY T 22-ss 0 BE __MGD GPM), COMMON AREA X ~ Z SEE 12" INV IN 621, 0 NOTE 7 \ 27" INV IN 611.7
BYPASS SEWER SHALL BE TESTED AND ACCEPTED BY OWNER PRIOR TO BEING PUT INTO SERVICE, SCHEDULE AND SEQUENCE F 0 OPERATIONS " `i 27 INV OUT 611,57
TO DNERT WASTEWATER FLOWS AND ABANDON EXISTING SEWER SHALL BE SUBMITTED FOR REVIEW AND APPROVED BY OWN R PR E AND ENGINEER, OPOSED TEMPORARY 30" BYPASS SEWER SHALL BE ABANDONED AFTER NEW 60" SEWER IS PUT INTO SERVICE, ' ?AR ~ ~ Y ~ n
6 D/A MH T-5 6, PIPE SUPPORT STRUCTURES TO BE DESIGNED AND SEALED BY CONTRACTOR'S NCPE AND SUBMITTED TO THE ENGINEER PRI y \ N 526529.6 6 ~ I,
CONSTRUCTION, SIZES H WN OR TO 3O INV I S 0 ARE MINIMUMS, N 6~ ~.15 E 1456122,5 5 ~ 5 PROPOSED TEMPORARY
TEMPORARY 7, CONTRACTOR TO DETERMINE INVERT ELEVATION OF EXISTING SEWER AND FINISHED GRADE ELEVATION BEFORE ORDERIN MAN 3O INV OUT 6 N 526488.8813 i x 6 DIA DOG
G HOLE. LEAVE ~ ~5 EXISTING SEWER IN SERVICE UNTIL DIVERSION IS AUTHORIZED TH N Aw CONSTRUCTION E S CUT EXISTING SEWER AT INSIDE WALL FACES IN NEW MANHOLE AND ,15 E 1455942,0037 HOUSE MH T 6 e 1" n LANDS APE AR I
REMOVE EXISTING SEWER, PLUG END OF EXISTING OUTLET SEWER, AND REFORM CONCRETE BENCHING TO GUIDE FLOW TON EASEMENT EW SEWER. 54 LF 30 BYPASS SEWER ~~-'IN~V INNS 1,38 1 z I N 526478.7759 /
e PRO MH 3 30 /N UT 11.38 e f e E 1455945.5586 ~
SEE 5 ~ ~ i 6486.412 e ~
ST 30.3 MANEN T TEMPORA N RY PIPE ~ X ~ X 56002,54 , svnn
e N 526450.34 N 6.124 EWER ° . / SUPPORT STRUCTUR / E e x, RI " l
E 1455658.117 E 4 8.8 SEMENT SEE NOTE 6 32 LF 30" BY ~ x .7 D P SS SEWER
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/ ~ i N REE C L / / i 526421. TREAM G N 526421.3292 4 ~i ~ i INV OUT 62 ,9.z.... --4 Camp Dresser & McKee
~ / ~ E 1455896. / TYP E 1455896.6687 C-46 PROPOSED 3 C~- SE-W ~
O~AT10N / ELEV. 618.1 ~ r - ~ ~ ELEV. 618.19 _ f~i i ''0 301 South McDowe115treet, Suite 512 _ - - ' i ~ _ - nut, Charlotte, North Carolina 28204
_ / ~ ~ ABANDON EXIS G PROPOSED TES ORE ~ ~ ~ OSED TEMPORARY ~ - - - a Tel: [phone] Fax:[phone] i p
/ 27 SEWER 6 D/A DOGHO Q + GND ELEV / / EXISTING A DOGHO ~ ~ ~ ~ - USE MH,~T-~ . _ _ .AE- -
SEE NOTES 1 AN 30 INV /N 6~ D3 _ AR - INV /N 61-~:Ofi ~53,D5-~i'~ / ~ I
/ ~ ~ SEWER i _ _27 1L~lV-0 T~ c -PRI~EN6FRD~~ 4~ ~V~ Tiv / / ~
_ i EASEMENT - - ~E-N9-TE~S / ' l N9-TE~S
EMH 02-500 ~ / ~ _ i / ~ ~ ENGINEERING DIVI i SION - / ~ -
RIM 619,29 27~~ INV IN 610.69 L _ _ - _ ~ ~ ~ ~ /i TEMPO CHARLOTTE NOR RARY TH CAROLINA
27 INV OUT 610.fi9 - - _ ; ~ TUNNE N H ~
(TO BE ABANDONED r - - - - - ~ ~ ~ / RLy_ - - / 140-04-634 '
_ AF .i / Job No, File No, BRIAR C / ~ REEK RELIEFS W E ER
/ , -~T5 - - - / r-- - - / i ~ ~ ~ / 1 Scoles _ .g}~~~j . PHASE l
/ CONSTRU ' .~7~ - - - ~i - i PLAN 20 re ~ - -
IUMMUN AKtA - / rl -101' 1"=20' / NTRANCE ~ E C-30
Vert, ~ 4PLAN AND PROFILE
PLAN
STA 147+50 TO STA 153+50 OT RE EASED FOR CONSTRUCTION As Built Dote
10 0 20 1 Sheet Of ` OE . -ft D & D CMK LBK DKP K 1-06 No, Dote By Revision 34 70
7 Surveyed By Designed By Drown By Project-Engr Approved By Dote -

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PR FI L I L
HOR; i" = 20' CALL NC ONECALL = 20
BEFORE YOU DIG
/ / ~ / ~ ~ ~ 0 0 20 1 20
' = 4'
~ Nw \ 0 OR FORMERLY NOW OR FORMERLY \ J. ALEXANDER LAW JR. 1-800-632-4949 AVOID UTILITY DAMAGE
~ " ~ 2 0 4 ~ -fibY 0. CRAW \ AND GAPE H. L ~ \ 4
' 155-123-16 155-123-
: 16064- 25 J NOW 0~ FORMERLY 9140-6 0 DEAN V~. PLATT ' 4-115 4- {~5
LOTS AND MARY LaU\PIATT LO NOW OR FORMERLY ~ ROBERT A. BARNETT
155-123-17 ~ O / 1633 SCOTLAND AVE CONSTR CTION 1623~~TLANO A 9009-226 \ . 155 131-13
4-115 ~ / CORRID l 9819-255
LOT R ~ \ 1636 TWIFORD PL s '
'1 1627 SCOTLAND AVE LIMITED TO 40 ~S . F I;
r o \ " CROSS STREAM ~ ~ F ~ STREA BANK PERMANENT o j x
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cD 1 TREE PROTECTION, TYP. 0 ~ ~
EASEMENT
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27 VCP ELEV=615.32 / 267 ' 27" VCP I DANGER,
t
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rn ~ - E 1457019.9295 1` EMH 02-560 - - - ~ RIM=622.72 REBAR /CAP - ~ '
~ ELEV. = 619.60 ` ~ ` ~ 27" INV IN=613.93 N 527771,8923 - - -
` ~ ` ~ -27' INV OUT=613.93- - ~ _ ~ ~ / \ ~ (TO BE ABANDONED)- ~ ~ ~ 1 - _ - E 1457388,1550 _ _ - - -
6, INSTA PLUG - _ ~ - _ - ELEV, = 620,08 J- ~ Cam Dresser&McKee _ ~S-TANG-- - - - - P
\ ~ / 268 . - ~ E.~IQ~E-.~. ~ \ i ~ - _ ' _ - - ~ ~ ~ 301 South McDowell Street, Suite Sl2
~ \ J REBAR /CAP o TEMPORARY N 527526.9445 C TEMP Charlotte, North Carolina 28204 ~ EMH 02-561 ~ /
~ ~ CD-1 ~ - i~ / E 1457186.2673 615 CO- ~ TEM RAR _ EASEMENT / ~ / Tel; 7043421546 Fax:[phone] RIM-622.84 i- / / co- SILT CE z7• INV IN=614.20
SILT FENCE o ~ / SILT 1s i ELEV.-620.01 ` 27" INV OUT=614.20 _ ON EX STIN 27
` (TO BE ABANDONED) ~ SEWER - EE NO CH ~ ARL ~ TT C ENB RG , , _ ~ ~
~ ~ -ii STREAM CROSSING TO - ~ ~ \
3 \ NOTES; REMOVE DISPOSE OF
- ~ » / \ ~ - - - ENGINEERING DIVISION \
~ G 27 VCP AERIAL a, 1, DO NOT OPERATE HEAVY EQUIPMENT ON EXISTING SEWER, SECURE AND MAINTAIN THE INTEGRITY OF EXISTING SEWERS \ m _ - - ~ CHARLOTTE, NORTH CAROLINA
THR SEE ?OT 3 AND 4 s - ~ \ o OUGHOUT CONSTRUCTION, ~ J- / \ \ _ \ ~ ~ ~
l ~ ~ - 140-04-634
2, ABANDONED SEWER SHALL BE FILLED WITH PLOWABLE FILL, MANHOLES SHALL BE REMOVED TO A MINIMUM 3~ BELOW - ~ ~ ~ GRADE AND FILLED, SEWER ENDS SHA ~ ~ ~ Job No, File No, BRIAR CREEK RELIEF SEWER
LL BE SEALED WITH MASONRY PLUGS IN ACCORDANCE WITH SPEC SECTION ` • 02065, , ~ / ~ - \ - Scoles p u ~ PHASE I
~ ~ ~ ""t---- PLAN 1 =20
~ 3, INSTALL MASONRY PLUGS, SCHEDULE AND SEQUENCE OF OPERATIONS TO DIVERT WASTEWAT R F W - - - - - - - - - = rn E LO S AND ABANDON _ ~ - - - ~ ~ ~ - - PR fl ~ 0 LE ,
f`. CVICTIAIr` CCIAIC~Q Cued nC rttnuirrrn rnn nr-anrw •un .nnnn..rn n.. „~~r n....~.-.. / Rr,..,, Rr,.., ~ I unr 1 =20 n y~
invv 0L-yvLr\0 ,7nALL DC DVDPAIIIcu rVK KCVILYY ANU Ht't'KUVC.U UT Irlt UWNtK ANU tNUINttK, KLMUVL ALL ! - r - ` .reek r Vert. 11_4 L' JJ
EXPPOSED PIPE TO 5 BACK IN EACH BANK AND PLUG ENDS OF SEWER PIP PLAN AND PROFILE
= STA 165+50 TO STA 171+50
4, LIMITS OF CONSTRUCTION FOR REMOVAL - - " - _ ` ~ AERIAL ARE LIMITED TO 25 EXISTING EASEMENT WIDTH, As Built Dote
Sheet Of - D & D CMK LBK DKP LBK 1-06
10 0 20 J 137170 No. Date By Revision Surveyed By Designed By Drown By Project-Engr Approved By Date

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00 1 74+50 175+00 P 0 1 75+50 P 176+OD FI
R L 17 + 6 50 177+ 00 177+ 50
Q ~ ~ H , H ~ ~ _ ~ NOTES;
PROPOS MH 43 ~ ~ EXI S S # PROPOSED / /
STA 173+ 06 EASEM NT ROPOS MH 43- a•e' o 30 SEWER - # C-47 10' 0 i~ / ~ i 1, DO NOT OPERATE HEAVY EQUIPMENT ON EXISTING 33~~ OR 7"
- 1 / N 527992.08 ~ / • 2 SEWERS. SECURE AND MAINTAIN THE INTEGRITY OF EXISTING
NOW OR FORMERLY E 1457442.55 , : t = / / ~ SEWERS THROUGHOUT CONSTR
ROBERT A, BARNETf _ - rn / / 0 / 0 4 UCTION,
15 ~ N ' / / 5-131-13 ~ IN TEMPORARY PIPE ~ 2~ 9819-255 . _ D '-D fi ~N " 2, ABANDONED SEWER SH G 27 SEWER ALL BE FILLED WITH FLOWABL FI E LL,
SUPPORT STRUCT E ~ ~ ~ ~i /i 0 BE RET~ 1636 TWIFORD PL ~ I BE RETAINED - MANHOLES SHALL BE REMOVED TO A MINIMUM 3' BELOW GRA ~ AND FILLED, W DE
/ i S E EE NOTE 3 ; :r - ~ / / SE ER ENDS SHALL BE SEALED WITH MASONRY / PLUGS IN ACCORDANCE WITH SPEC SECTION 02065
/ ~ /i~ s • B- / ERLY ~ ~i /
; / ~ GRIFFITH CO ~ / i • ~ ~ / 3, PIPE SUPPORT STR / UCTURES TO BE DESIGNED AND SEALED BY
W , _E,, ~ PERMANENT E ~ ~ 270 / 155-134-01 y~ .5 / ~ ~ i CONTRACTORS NCPE AND SUBMITTED TO THE ENGINEER PRIOR T
~ REBAR /CAP 2042-14 SEWER A ~ / 1645 iWIFORD PL :4 ~ ~ N 528020.9407 / ~ CONSTR T O i UC ION, .SIZES SHOWN ARE MINIM ~ / ~ . / UMS,
r / EASEMENT A ~ / to ~ ~ ' ~ E 14 7 ~ x,- , -590 ~ 5 479.0231 ~ / ~ / / /j / 4, INSTALL MASONRY PLUG, SCH
r ~ 59' , ELEV, - 621.93 ~ ~ EDULE AND SEQUENCE OF / / OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON
~O ~ o p0 ~1 ~ ~ ~ / / / 5 i 5 EXISTING SEWERS H . ~ i ~ S ALL BE SUBMITTED F R / ` .r / 0 REVIEW AND
O ce ~ O ~ f ~0 2T T-614, / ~ ~ APPROVED BY THE OWNER AND ENGINEER,
/ ~ ~ ~ ~ /
INS / .,a, I PL / ~ UG SE NOTE 4 ~ / / / / 5 = 5, CONTRACTOR SHALL CONSTRU T / ~ C TEMPORARY / 5 , - : , - CROSSING OVER
N ; , . ~ ~ s o , EXISTIN ~ ~ ORA Y ~ / / CREEK WITHIN PERMANENT EASEMENT FOR ACCESS TO UPSTREAM / / r SEWER CONSTRUCTION, TEMPORA
, . a~ / SEWER 623.4 . ~ / / / RY CROSSING SHALL BE ~ / Z / DESIGNED IN ACCORDANCE WITH FLOOD PLAIN DEVELOPMENT
- , 30° INV IN= , 7 ~ ~ .UPPORT S UCTURE / / o ~ ~ ~ s EAS Iy,T ~ - ~ ~ 3o I r /,$.L' NOT 3 / / / PERMIT NO____ AND SUBMITTED T , . ~ 0 THE ENGINEER FOR
o / / / / < er . ~ R N APPROVAL, ALL COMPONENTS SHALL BE COMPLETELY REM V 0 ED
Z / / / / / ' . ~ ~ V~ ~f h.~ rP ~ AND AR - E EA RESTORED AFTER COMPLETION OF THE WORK / 5 ~
~ ~ / / h ~ _ ~ ~ ~ ~ ti INV .4 ~ i ~ / / ~ / / R / < ' ~A 6, CONT r, ~ ~ RACTOR TO DETERMINE INVERT ELEVATION OF XI
i / \ / / ~,t, ' ST / ~ ~ CD-1 / i E STING A p ;1_,S Q SEWER AND FINISH GRAD
~ Q A N E~HS IN ~ / E ELEVATION BEFORE ORDERING ~ MANHOLE, LEAVE EXI -r Q } STING SEWER IN SERVICE UNTIL IV
~ 27 / a a ~ / / s / ~ . / / / - ~ D ERSION IS _ - ~ t,P AUTHORIZED, THEN SAW CUT EXISTIN O G SEWER AT INSIDE WALL cnu Nc oNECau
/ ~ ~ o / ~ FACES IN NEW MA _ s > . ; NHOLE AND REMOVE EXISTING SEWER, PLUG eEFOeE You Gic
W / / ~ / a ~ / ~ o ~ / / ~ / ~ ~A 6 h END OF EXISTING OUTLET SEW R o E ,AND FORM CONCRETE
/ o / / is -PRO-P~ED MH / s /i i ~ G SE E-R ~ / . -L' BENCHING TO GUIDE FLOW TO NEW SEW R j . N~,. E ,
171 54:8 / i / ~ ~ ~ ;R~,~ a ~ ~ ~ ~ASEMED~T ~ / / rte" a 1-800-632-4949 , .7, U IITY DAMAGE
2832.07 / « _ ~ x "'r
_ o / ,~r Q'
N ~ i' / EMH 02-570 E 147 ~ ` r- ~ r ~ / ~ .
ACCESS CROSSING ~ CAR /i/~ >~j a ~~P.,••'a4! ~i
~ / ~k~-c, ~ -'r 3 ABANDONED} SEE NOTE 5 ~ , ~ , ,w''4` r~ ~.~o . E8a~ of o .9.
/~j ~ / ~ ii k ~ ~ ~ ~ ~~;f R /-~i e e ~ / , ~~F~,, k ~ • ' Cam p Dresser & McKee
C r i / ~ ~ , h... • 311
o ~ r, ~ r r... p~ ~ B ii ~ ~ ~ 301 South McDowell Street, Suite S 12 PERMANENT
TRU V / ,w , 9 4i'. ~ crioN c . ,s . e. z4 ~ , ~i'~ ~H ~ 0 Charlotte North Carolina 282 . ~ ~ 04 CONSTRUCTID • • I. ~ ~ ~ /N EN~~~~ Tel. [phone] Fax; 704-342-2296
_ L MITED a~ ;~~rt fh,1} A~ .r.. ~i'~4 ' e EASEMENT , s, K ,
~ ~ ~o _
~ / =61 ~ ~ ~ ~ * '~k • A T C NOW OR FORMERLY
, ~~i~ ~ ~ i ~3~ X612 ~ / iii ~ S t CATAWBA LANDS CONSERVANCY
ii/ ~i 5 ~3~M1V - e ~ / iii % ~ \ \ ~ ;d / /i / / .4 AND E.C. GRIfFlTH
0 ~ ~ \ ~ .?tea..- .vh~x k., ,55-, - ENGINEERING 4, „ DIVISION TEM RARY
, T RAR IPE ~ ~ ~ ~s,~n~, 10938-343 CHARLOTTE NORTH .CAROLINA CONS UCTION 105 MOREHEAO ST
~ SUPPORT STR URE ~ ~ - E
EASE NT 140-04-634 Job No, File No. BR/A
SEE NOTE 4 R CR EEK RELIEF W SE ER Scales
i / ~ ~ -SRO E-Q r / _ PHASE ---zo- l PLAN
ETA 175+06, 9R
~ PRaFIEE
mcHUVrro U CD- RI =~~-`b~ ° -N 527982.2889 - ` _ Hor, 1",20'
_ , TEMP UWA Y GRAVE 8 INV IN-6 4. 5761,'~.1348 - C-34 Vert,
TRUCTION s ENTRANCE PLAN AND PROFILE
_ ~ ~ STA 20 171+50 TO STA 177+50 -F _ 10 0 20 \ D & D CMK Sheet Of As Built Dote /LBK DKP LBK 1-06
10 No, Dote By Revision Surve d B Design 38 70
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231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50 O
PR FI L NOTES;
. / DO OT OPERATE HEAVY EQUIPMENT ON EXISTING 8 OR
~ \ - - ~ i / ~j / ~ / ~ 27 SEWERS, SECURE AND MAINTAIN ~ , ~ THE INTEGRITY OF
4 m \ EMH 04- 47 0 0 W ~ ~ , / / EXISTING SEWERS THROUGHOUT CONSTRUCTION,
RIM=6 .81 j. 1" _ ' o NOW OR FORMERLY VER ~ i ~ i r , /
ICAL PARK 8" OUT=626.07 EASTOVER MED ~ i ~ / 2, INSTALL MASONRY PLUG, SCHEDUL AN N _ ~ ~ / E D SEQUE CE OF
RU 75 NOW OR FORMERLY 127-121-46 TH CROWNSGATE iOWNEH SE 2 0 0 4 - OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON
3 OWNER'S ASSOCIATI ,INC. 0-5 # ~ 1 127-121- 2 IM 63 .1 ~ ~ ~ ~ ~ EXISTING ~ SEWERS SHALL BE S MITT F _ UB ED OR REVIEW AND ~ ~ APPROVED BY THE OWNER AND ENGINEER,
a 165940 / " I V OUT .0 ~ L
„SHRUB 39 892 { \ 1 „ E 2623 ANBRQOK LN \ i ~ 3, ARAN \ DONED SEWER SHALL BE FILLED WITH PLOWABLE FILL,
I ' \ TEMPO ARY 1 , \ MANHOLES SHALL BE REMOVED TO A MINIMUM 3 BELOW
\ r EXIST SEW x CO ST ~ \ GRADE AND FILLED, SEWER ENDS SHALL BE SEALED WITH
N UCT10N \ ASEM r Mq E ~ MASONRY PLUGS IN ACCORDANCE WITH SPEC SECTION 02065,
E E E ~ 1 AS NT e \ ~ ~ / ~ ~ ~ 4, SAWCUT EXISTING PAVEMENT AND REMOVE AND DISPOSE
~ !STING SEWER „ x CB J OW OR FORMER Y 0 SSEY LLC EAST vER ~ ~ ~ OF DEMOLISHED PAVEMENT, SECURE CONSTRUCTION AREA
~ ~ E EA E T GRATE 63 . 15" INV I , 127-t2t-74 ~ i FROM VEHICULAR TRAFFIC F OW AN P
iNSr PLUG ~ ~ " ' ~ ,o ~ IN OUT / 1o36s-9o2 ~ ~ L D ARKING, MAINTAIN 4-253 ~ ~ PARKING AND ACCESS TO THE MEDICAL PARK DURING
~ SEE E 2 \ ~ E 04-05 / ~ 64o CONSTRUCTION, REPLACE ASPHALT CURB AND PARKING
RIM 34.98 \ M 0 * \ J SPACES IN ACCORDANCE WITH DETAILS A CD-8 AND D CD-8, \ / / i
EX! TING 27 SEWER `~S 8" IN IN- 2.25 RI =6 .8 EM 27" IN =62 .25 / ~ 8 IN IN 6 RIM= 1 \ EXIS
N AND MANHOLES TO _ ~ " I = . / O ~ 27" INV OUT-624.25 24 I - 2 . TING SEWER ~ 5, PIPE SUPPORT STRUT R EXIS C U E SHALL BE DESIGNED AND
s~ 7° I , ' 7 w ~ s2 EASi k BE BANDONED, EASEMENoT SEALED BY CONTRACTOR'S NCPE, SIZES SHOWN ARE w MINIMUMS,
EM 04-045 \ OP ~ 12„ SEE NOTE 3 Ca ' YCq E RI =631.44 O GRATE 634.15
2 "INV IN 624.51 N .15 \ \ 6, REMOVE EXISTING STORM INLET AND S70RM DRAIN PIPE JT 92
2 "INV OUT=624.51 N \ 15 INV OUT 92 D~ ..I o ~ k \ ~ AS NECESSARY TO CONSTRUCT NEW SEWER, AFTER THE NEW
n ~ SEWER IN CONSTRUCTED, REPLACE THE STORM DRAIN PIPES
~ - ~ x -s2s.s 1 U 54 ~ S AND CAST-IN-PLACE STORM INLET STRUCTURE WITH NEW
~ . ~ . P MATERIAL TO MATCH ~~N GRADE AREA TO DRAIN TO NEW SE 11 ~ ~ t
~ ~ } ~ STORM INLET, ~ ~ ~/y ~ . rd ~ ~ t ~
In 1 ':,G. ::~}f' ~ F ~ - .c . R.Y S ® 0 9 CALL NC ONECALL
d- (n Q' BEFORE YOU DIG
f- y . CA Y c . . r ~ 8 t
, ~ 9q1';. ~ r~°~ ~ , ,>20 . ~ - u ~ , ~c° ht / ® W ~ 7 ~ 9 N
~ ~ st Nom: ~r~~ ',r ' ~ ~a t~ .x ~ ~ E~~(,~ ~ G~ . o. 1-800-632-4949 'Y RO~~"D l S/~ I~ py~ AVOID UTILITY DAMAGE
w ~ ~~;r , 1 ^ e ~ v ' a' ~ ~ . r k~ , ~ . • .f,/ to ~ rv a ro~ ~ G, ~ ~A~ ~ . ~ \ ~~lll 11 ll~~~
_ h- y. ~ ' , . ~ ;S: r:
© N r O ~w.. N °;5~ . 4T4
/ ' I DANGER, a
ER / 2s~ i \ ' ~ Cam Dresser & McKee HI H V TA P w~~`~'~~ ~ G OL GE POWER f q ,
/ - ~ \ REBAR /CAP , / LINES OVERHEAD, 301 South McDowell Street, Suite 512
i ~ ~ ~ ~r / ~ \ ~EE~ ~ ~ N 533495.4215 Charlotte North Carolina 28204 / aneaudbn , ' ~ x s ` gverAGovia Tel [phone] Fax• 42.2
~ , ~ / E 1458829.7948 \ _ _ E' ~ \ B 7 , 704.3 296 ~ 4 , , ~~,~n, ~:r,~- t o""
I - - ~ / ELEV. = 631.72 \ \ ~urtr ` i"''.a ~ .,Gle, P~
J 625 - - \ \ \ , \ \ ~ RMANE ~ \ \ ~ H - ARLO TT E ME C KLENB RG PERMANENT ~ ~
~ ~0'~ ~ - - - - ~ TEMPORARY PIPE ~ ~ r ~ RIM= 7.92-- , - / ~ \ SL rv~ ~ SE ~
~ ~ ~-L ~ - - - ~ ~ SUPPORT STRUCTU E ~ 1 ~ ~ ~ -
~ I - - \ \ EAS E ~ \ ~ ~ - SEEN ~ \ , OTES \ EAS T ~ ENGINEERING DIVISION
, \ ~ ~ CHARLOTTE NORTH CAROLINA ~ A .8 tR,~ 4~~, ~
0 l \ \ \ ~ PROPOSED MH 7 ~ \ ~ \ ~ f~ a
~ \ \ \ \ ~ ~ \ \ ~ ~ 140-04-634 . ~
k - \ \ \ I Cree - ~ \ \ ~ ~ ar - _ \ \ V ~~~`<N ~ ~ Job No, File No. v - BRIAR CREEK RELIEF SEWER
g rr - N - \ ~ \ \ \ INS L 54 P \ ~ _ \ \ LUG \ ~ \ \ _ Scales \ \ ~ ~ . ; _ PHASE l ~ \ 45 ~ f PLAN 1'-20'
~ \ \ \ ~ SEEN 2 \ \ w \ \ \ \ \ ~ f F 'i \ \ ~ ~ t ~ . :S
~ \ \ \ \ ~;r PROFILE - , \ \ i "-20
-..:JjGW OR FORMERfff- NOW OR FO ERLY VAS \ Vert. 1.=4' r r
' r _-WIL-L-UM 7,BYR9- r~ LSON DA OSTA \ \ - AN ANE COSTA \ \ \ \ \ v y PLAN AND PROFILE
~Oi -fib` -13 I ' \ \ \ t \ \ \ \ \ SrA 231+00 TO STA 234+31,22 \ \ \ As Built Dote
CD - 2460 548 127 B-84 20 \ \ i I \ fi 6-363- 36 \ \ \ \ \ \ Of
ia-- - 15 X20 \ \ \ J ] 333 FANNIE CIRCLE 337 FANNIE CIRCLE \ \ \ \ \ K/LBK DKP Sheet \ \ \ \ D & D CM - LBK 1 06
\ \ \ 48 70 \ \ \ \ \ No, Dote By Revision Surveyed BY Desi9 Y ned B Drawn By Pro1ject-En9r Approved BY - Dote -

POSED \ 10 B
C 0+3-6:0&
X88 0�-�
45 - '
WOOD Cllr.
%0 -"--VCP SEWER
591—
N 518808.1740
E 1448719.7923
PROPOSED MANHOLE #10A, #108 AND 10" SS
PLAN 1
1" = 20' C-6
- - - -- �- 1 I V I VV VT,_,V ITvIli Vrt'vv U -t-;DU I-I-UU 14-`JU
ik
(
I
12
: 0 STA 36+60.08 (MAIN)
��-
�N51;19
r 9243.5 8,,, --EXISTING 30" VCP
? SIPHON AND SEWER
PROPOSED "14.412-
N,s STA 0 z6.69
N 519355. a324
�` � ��� E 1449220.5298
s \
N5.3026 '4 1 "E
r
..........
rr rt h•�
'��4i � •- # � fin. y \ \ � SS
PROPOSED MANHOLE #12A AND 30" SS
PLAN 2
1 " = 20' C-7
NOTES:
PROPOSED MH #15 AND 8" SS
PLAN 3
1 " = 20' C--9
1. WARNING! SEWERS HAVE TOXIC AND EXPLOSIVE GASES AND ARE SUBJECT TO RAPID SURCHARGE. USE CONFINED
SPACE ENTRY PROCEDURES.
2. SCHEDULE AND SEQUENCE OF OPERATIONS TO DIVERT WASTE WATER FLOWS AND ABANDON EXISTING SEWERS SHALL
BE SUBMITTED FOR REVIEW AND APPROVED BY OWNER AND ENGINEER
3. CONSTRUCT NEW BASE FOR PROPOSED MANHOLES WITH DOGHOUSE TYPE UPPER RISER. SEAL DOGHOUSE
OPENINGS AROUND PIPES WITH NON -SHRINK GROUT FOR THE FULL DEPTH OF THE MH WALL, PROVIDE 3" FALL
ACROSS MH BASE. PRECAST CONCRETE BASES SHALL BE DESIGNED TO WITHSTAND UPLIFT AND FLOTATION FORCES.
SUBMIT FLOTATION AND BUOYANCY CALCULATIONS WITH MH SHOP DRAWINGS.
4. ADJUST THE LOCATION OF PROPOSED MANHOLES ALONG EXISTING SEWER TO AVOID HAVING A PIPE JOINT WITHIN
THE WALL OR WITHIN 12" OF THE INSIDE FACE OF THE MH WALL. FINAL LOCATION OF MH SHALL BE ACCEPTABLE
TO ENGINEER. ADJUST VERTICAL LOCATION OF PROPOSED MANHOLES TO MATCH ACTUAL ELEVATION OF EXISTING
SEWER PIPE.
7
' 5,01
�45a57_6_ 4730
PROPOSED MANHOLE #18, #18A AND 12" SS
PLAN 4
1" = 20'
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
No. I Dote I By
�1�
Revision
o �
/41 /
--� \
Camp Dresser, & McKee
W 301 South McDowell Street, Suite 512
vanskmoon Charlotte, North Carolina 28204
aa•m* I Tel: [phone] Fax: [phone]
CHARLOTTE -MECKLENBURG
T'J ' 1 1 7C 7C 7E :E3
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
140-04-634
Job No, File No,
Scales
PLAN 1"=20'
PROFILE
Hor, 1"=20'
Vert. 1 "-4'
BR/AR CREEK RELIEF SEWER
PHA SE /
C--45
PLAN AND PROFILE
As Built Date
LA TER,14 I- %.)
D & D CMKABK DKP _
Surveyed Rv Desioned By Drawn By Pro
LBK 1-06 Sheet Of
.,ct-Engr Approved By Dote 49 70
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9" _
POSED \ 10 B
C 0+3-6:0&
X88 0�-�
45 - '
WOOD Cllr.
%0 -"--VCP SEWER
591—
N 518808.1740
E 1448719.7923
PROPOSED MANHOLE #10A, #108 AND 10" SS
PLAN 1
1" = 20' C-6
- - - -- �- 1 I V I VV VT,_,V ITvIli Vrt'vv U -t-;DU I-I-UU 14-`JU
ik
(
I
12
: 0 STA 36+60.08 (MAIN)
��-
�N51;19
r 9243.5 8,,, --EXISTING 30" VCP
? SIPHON AND SEWER
PROPOSED "14.412-
N,s STA 0 z6.69
N 519355. a324
�` � ��� E 1449220.5298
s \
N5.3026 '4 1 "E
r
..........
rr rt h•�
'��4i � •- # � fin. y \ \ � SS
PROPOSED MANHOLE #12A AND 30" SS
PLAN 2
1 " = 20' C-7
NOTES:
PROPOSED MH #15 AND 8" SS
PLAN 3
1 " = 20' C--9
1. WARNING! SEWERS HAVE TOXIC AND EXPLOSIVE GASES AND ARE SUBJECT TO RAPID SURCHARGE. USE CONFINED
SPACE ENTRY PROCEDURES.
2. SCHEDULE AND SEQUENCE OF OPERATIONS TO DIVERT WASTE WATER FLOWS AND ABANDON EXISTING SEWERS SHALL
BE SUBMITTED FOR REVIEW AND APPROVED BY OWNER AND ENGINEER
3. CONSTRUCT NEW BASE FOR PROPOSED MANHOLES WITH DOGHOUSE TYPE UPPER RISER. SEAL DOGHOUSE
OPENINGS AROUND PIPES WITH NON -SHRINK GROUT FOR THE FULL DEPTH OF THE MH WALL, PROVIDE 3" FALL
ACROSS MH BASE. PRECAST CONCRETE BASES SHALL BE DESIGNED TO WITHSTAND UPLIFT AND FLOTATION FORCES.
SUBMIT FLOTATION AND BUOYANCY CALCULATIONS WITH MH SHOP DRAWINGS.
4. ADJUST THE LOCATION OF PROPOSED MANHOLES ALONG EXISTING SEWER TO AVOID HAVING A PIPE JOINT WITHIN
THE WALL OR WITHIN 12" OF THE INSIDE FACE OF THE MH WALL. FINAL LOCATION OF MH SHALL BE ACCEPTABLE
TO ENGINEER. ADJUST VERTICAL LOCATION OF PROPOSED MANHOLES TO MATCH ACTUAL ELEVATION OF EXISTING
SEWER PIPE.
7
' 5,01
�45a57_6_ 4730
PROPOSED MANHOLE #18, #18A AND 12" SS
PLAN 4
1" = 20'
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
No. I Dote I By
�1�
Revision
o �
/41 /
--� \
Camp Dresser, & McKee
W 301 South McDowell Street, Suite 512
vanskmoon Charlotte, North Carolina 28204
aa•m* I Tel: [phone] Fax: [phone]
CHARLOTTE -MECKLENBURG
T'J ' 1 1 7C 7C 7E :E3
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
140-04-634
Job No, File No,
Scales
PLAN 1"=20'
PROFILE
Hor, 1"=20'
Vert. 1 "-4'
BR/AR CREEK RELIEF SEWER
PHA SE /
C--45
PLAN AND PROFILE
As Built Date
LA TER,14 I- %.)
D & D CMKABK DKP _
Surveyed Rv Desioned By Drawn By Pro
LBK 1-06 Sheet Of
.,ct-Engr Approved By Dote 49 70