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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htrn.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.artny.mil/wetiands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/newetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 2 of 13

Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USAGE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http•//www saw usace army mil/wetlands/nwpfinalFedRei:. )df. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at ht!p://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 3 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes,
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
,Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh,.NC 27636-3726
Telephone: [phone]
t and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 4 of 13
CAMA and NC Coastal Counties
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
i
Beaufort Chowan Hertford Pasquotank
Bertie Craven Hyde Pender
Brunswick Currituck New Hanover Perquimans
Camden Dare Onslow Tyrrell
Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Alleghany Caldwell
Ashe Mitchell
Avery Stokes
Burke Surry
Buncombe Henderson
Cherokee Jackson
Clay Macon
Graham Madison
Haywood McDowell
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 5 of 13
Office Use Only: Form Version May 2002
2nn
USAGE Action ID No. DWQ No. 5 1 8 0 8
(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 ® Nation Wide Permit 33
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), eck here: ?
Applicant Information
1. Owner/Applicant Information
N
SEP 2 2 2005
Mailing Address: Provident Development Groua Inc.
6707 Fairview Road, Suite B
Charlotte, NC 28210
Telephone Number: 704-367-0167 Fax Number: 704-367-0198
E-mail Address:
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: Jeffrey D Lundy
Company Affiliation: Environmental Design PA
Mailing Address: 20816 N. Main Street, Suite 204
Cornelius NC 28031
Telephone Number: 704-896-8020 Fax Number: 704-892-5479
E-mail Address:. i Lundy edpa net
Page 6 of 13
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: Bradford Park Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 00711103
4. Location
County: Mecklenburg Nearest Town: Davidson
Subdivision name (include phase/lot number): Bradford Park Subdivision
Directions to site (include road numbers, landmarks, etc.):
From Charlotte Head North on I-77 Take Exit 28 and head east onto E. Catawba Road.
Turn Right onto Hwy 115, Turn Left onto Bailey road and the entrance will be close to the
End of the street.
5. Site coordinates, if available (UTM or Lat/Long): UTM 17 515824E 3925658N (WGS84/NAD83)(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct water body.)
6. Property size (acres): 86.0 ac
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky River West Branch-South
Prong
8. River Basin: Yadkins
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mays/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Vacant and 90% Wooded site.
Page 7 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
The project will have multiple roads through out the subdivision: one road will connect to
Bailey Road and another to Davidson-Concord Road. One of the interior roads will cross the
Perennial stream twice. The contractor will qy to minimize as much disturbance while
constructing, the roads and two stream crossing. One crossing will be 100 ft and the other
will be 200 linear feet of stream disturbance. Both will have segmental retaining walls as
headwalls and a designed energy dissipater such as rip rap aprons.
11. Explain the purpose of the proposed work: Create a subdivision and a collector road that
Connects Davidson-Concord Road to Bailey Road.
IV. Prior Project History ,
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 8 of 13
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: There are two stream crossings
for the proposed road. The road has been desigLied to minimize the amount of stream
crossing and fail under the allowed 2991f of total stream disturbance. Each pine will be laid
one foot below grade and have an energy dissipater.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
Site 1 Fill 371 sf No 0 Forested Wetlands
Site 2 Fill 396 sf No 50 Forested Wetlands
Site 3 Fill 992 sf . No 500 Forested Wetlands
Site 4 Fill 722 sf No 0 Forested Wetlands
Site 5 Fill 1248 sf No 300 Forested Wetlands
Site 6 Fill 112 sf No 3,00 Forested Wetlands
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.yov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: NIA
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease Recify)
Site 1 Piping of stream 97 ft UT #1 3.5 ft Perennial
Site 4 Piping of stream 102 ft UT #1 3.5 ft Perennial

* List each* impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topoz n>? e.com,
www.mapciuest.com, etc.).
Page 9 of 13.
Cumulative impacts (linear distance in feet) to all streams on site: 199 ft
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(take, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Existing topography offers no viable options to eliminate or reduce stream impact.
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
Page 10 of 13

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 March 9, 2000, 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 NCWRP concurrence shall be placed on hold as
incomplete. 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/newetlands/itrm-L,,ide.h'anl.
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.
N/A
Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 199 ft
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
Page 11 of 13

IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Miti ation
1 3
2 1.5
Total
' Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 12 of 13

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
i
XII. Sewage Disposal (required by DWQ)
i
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H.0500) or any Huffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the-application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
OS
Applicant/Agenfs Signature i late
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
WAT?RpG
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
November 14, 2005
DWQ# 05-1808
Mecklenburg County
Mr. Thomas Waters
Provident Development Group
6707 Fairview Road, Suite B
Charlotte, NC 28210
Subject: Bradford Park S/D
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Waters:
tA? z
Lx,

l?Y V + `iJ L' Z005
,Y
You have our approval, in accordance with the attached conditions and those listed below, to fill 0.09
acre of wetland and impact 199 linear feet (If) of unnamed stream to Back Creek (WS II Waters) in order to
construct the Bradford Park Subdivision in Mecklenburg County, as described in your application received by
the Division of Water Quality (DWQ) on September 22, 2005. After reviewing your application, we have
determined that this project is covered by Water Quality General Certification Number 3402, 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 39 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:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas
has commenced.
2. The stream channel shall be maintained (reconstructed) immediately above and below the proposed
stream crossings in order to facilitate base flow in the channel. This may be accomplished through the
construction of flood plain benches or similar measures. These measures must be approved, in writing, by
this office prior to construction.
3. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands
and waters.or areas within 50 feet of all streams and ponds on the property. These mechanisms shall be
put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A
sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands.
Noe Carolina
?tura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet; h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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4. We understand that you have chosen to contribute to the Ecosystem Enhancement Program (EEP) in
order to compensate for the impacts to the streams. In accordance with 15A NCAC 2R.0402 and 15A
NCAC 2B.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A
NCAC 2H.0506(h) and 15A NCAC 2B.0233(10). Until the EEP receives and clears your check (made
payable to: DENR - Ecosystem Enhancement Program), the stream impacts shall not occur. Ms. Carol
Shaw should be contacted at [phone] if you have any questions concerning the EEP. You have
one month from the date of this Certification to make this payment. For accounting purposes, this
Certification authorizes the fill of 0.08 acre of wetland and 199 linear feet of perennial streams in the Yadkin
River Basin, (Cataloging Unit 03040105); and 199 linear feet of stream mitigation is required. Please be
aware that the EEP rules require rounding of stream impacts to the nearest foot (15A NCAC 2R .0503(b)).
5. The planting of native vegetation and other soft streambank 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 stream bed, unless approved by the DWQ.
6. A final written stormwater management plan shall be approved, in writing, by this Office prior to the
construction of any permanent facilities at the site. The stormwater facilities must be designed to treat the
runoff from the entire project, unless otherwise explicitly approved by the DWQ. Also, before any
permanent building is occupied at the site, the stormwater facilities shall be constructed and operational,
and the stormwater management plan shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. Stormwater
discharge structures at this site shall be constructed in a manner such that the potential receiving streams
(of the discharge) will not be impacted due to sediment accumulations, scouring or erosion of the stream
banks. No changes to the structural stormwater facilities shall be made without written authorization from
the Division of Water Quality.
7. No waste, spoils, solids, or fill of any kind shall be placed in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities
associated with this project shall meet, and/or exceed, those requirements specified in the most recent
version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no
violations of state water quality standards, statutes, or rules occur.
8. 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. Please send photographs
of the upstream and downstream sides of each culvert site to document correct installation, along with the
Certificate of Completion form.
9. Continuing Compliance. The applicant (Provident Development Group, Mr. Thomas Waters) 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 150B of the North Carolina General Statutes to the Office of Administrative

Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone 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,
for Alan W. Klimek, P.E.
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
David Caldwell, Water Quality, Mecklenburg County
Central Files
Jeff Lundy
oS-1go?
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PROGRAM
September 14, 2005
Thomas D. Waters
Provident Development Group
6707 Fairview Road, Suite B
Charlotte, NC 28210
Project: Bradford Park Subdivision County: Mecklenburg
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The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres)
(Linear Feet)
Zone 1
Zone 2
Unit
(Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Yadkin 0 0.09 0 0 0 199 0 0
03040105
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
bIncerely,
in D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Steve Chapin, USACOE - Asheville
Alan Johnson, DWQ Regional Office - Mooresville
File
V PXt-o? . Pv'ot-:ct?, Ou,? State A&VA
N°??h Caro'-" _ .. UM
-^ment Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
K
Date: 09/30/05
Triage Check List
Project Name: Bradford Park
DWQ#: 05-180,
-=_ County: Mecklenbur
To: Alan Johnson, Mooresville Regional Office
60-day Processing Time: 9/19/05 -11/17/05
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!
Environmental Design, P.A. " !7),,,!.
20816 N. Main Street -Suite #204 LETTER • TRANSMITTAL
Cornelius, NC 28031
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- JOB N a .
Phone [phone], Fax [phone] A'ITENT
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WE ARE SENDING YOU ? Attached ? Under separate cover via the following items:

? Shop drawings El Prints O Plans 0 Samples ? Specifications
? Copy of letter J Change order ?

? For approval
? For your use
copies for approval
copies for distribution
? Approved as submitted
? Approved as noted
? Resubmit
? Submit
? As requested ? Returned for corrections ? Return
? For review and comment ?
corrected prints
? FORBIDS DUE ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
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TO

SIGNED: T? L",
If enclosures are not as noted, kindly notify us at once.
THESE ARE TRANSMITTED as checked below:
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environ ?
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landscape architecture
civil engineering
land planning
land surveying
Date: September 19, 2005
Division of Water Quality
401 Oversight and Express Permits Unit,
2321 Crabtree Blvd., Suite 250
Raleigh, NC, 27604
RE: Bradford Park Subdivision
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Dear Laurie Dennison,
We are submitting four additional PCN Application and Nation Wide Permit #33 for the above mentioned project per your
email on Sept 19, 2005.
If you have any questions, feel free to call.
a[VZOMMIAp
SEP 2 2 2005
DENR - WATER QUALITY
y S AND STOWWATER BRANCH
,e: 704-896-8020 20816 North Main Street, Suite 204 E-mail: ,[e-mail]
704-892-5479 Cornelius, North Carolina 28031
%ikyRoadLDots%PC4FORM-5ubmittallette s-m,doc
RE: Bradford Park Subdivison (Hold)
Subject: RE: Bradford Park Subdivison (Hold)
From: Laurie Dennison <[e-mail]>
Date: Mon, 19 Sep 2005 15:26:23 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. All response
correspondence is to be mailed via hard copy to the 401 Oversight and Express Permits
Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604 unless otherwise noted.
Bradford Park SD (Mecklenburg) Hold_Sets.doc Content-Type: application/msword
Content-Encoding: base64
9/19/2005 3:26 Pb
j .-Vq Michael F. Easley, Governor
?0 ?p William G. Ross Jr., Secretary
?e G North Carolina Department of Environment and Natural Resources
6 rte- Alan W. Klimek, P.E., Director
5 Division of Water Quality
Cp -- Coleen H. Sullins, Deputy Director
Division of Water Quality
September 19, 2005
Mecklenburg County
EMAIL ATTACHMENT
Jeffrey D. Lundy
Environmental Design
20816 N Main Street Ste 204
Cornelius, NC 28031
Subject: Bradford Park Subdivision
Mr. Lundy:
On September 19, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on
behalf of Provident Development Group for an Isolated Wetland Permit and NW Permit #33 approval in
Mecklenburg County, North Carolina.
The DWQ requires five (5) full application sets for the review process and it appears that only one copy of the
Pre-Construction Notice (PCN) was received. Please submit an additional four (4) application sets. We are
unable to move forward with setting up the project without the required sets.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely,
Laurie Dennison
LJD
cc: File copy
Bradford Park Subdivision (Mecklenburg) Hold for-Sets
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (bttp:%?'h2o.enr.state.nc.usrncwetlands)
Customer Service #: 1-877-623-6748
AMA
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landscape architecture
civil engineering
land planning
land surveying
Date: September 16, 2005
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Bradford Park Subdivision
Dear Nicole Thompson,
1.
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We are submitting PCN Application and Nation Wide Permit #33 for the above mentioned project in order to construct
Proposed Town of Davidson Maintained Road to extend across one un-named tributary that drains into the Rocky River West
Branch-South Prong. The two culverts will be a 60" RCP and the other 84" RCP pipe with inverts 1' below the existing
grade. The total impact during construction will be less than 199 If. The impact will include the energy.
Enclosed in the package are seven set of construction documents, PCN Application, and NW #33 Permit application and
review fee of $475 (Impacts greater than 1501f of stream disturbance).
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Phone: [phone] North Main 5treet, Suite 204 E-mail: [e-mail]
Fax: [phone] Cornelius, North Carolina 28031
H:\04062-BaikyRoad`Do s\PQJFOPA-Submittal Lettws.do
If you have any questions, feel free to call.

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
ht!p://www.saw.usace.arrny.mil/wetlands[Pqpm ayp.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at ht!p://www.saw.u,;ace.artny.mil/wetiands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http•//h2o.enr.state.ne.us/ncwetlands to read about current requirements for the 401 Water Quality
.Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North. Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 2 of 13
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.anny.mil/wetiands/nyMfinalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.htrnl. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 3 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
j Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: (919)7I5-2671
US Fi$h nnrd Wildlife Cprvice / Natinnal Marine Fisheries Service
i
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh,.NC 27636-3726
Telephone: [phone]
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 4 of 13
CAMA and NC Coastal Counties
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Beaufort Chowan
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
NCWRC and NC Trout Counties
Alleghany Caldwell
Ashe Mitchell
Avery Stokes
Burke Suny
Buncombe Henderson
Cherokee Jackson
Clay Macon
Graham Madison
Haywood McDowell
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 5 of 13
Office Use Only: Form Version May 2002
20051808
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ® Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Nation Wide Permit 33
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ? _. „ ...
II. Applicant Information
iNh
1. Owner/Applicant Information
Name: Tom Waters
Mailing Address: Provident Development Group, Inc.
6707 Fairview Road, Suite B
Charlotte NC 28210
Telephone Number: 704-367-0167 Fax Number: 704-367-0198
E-mail Address:
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: Jeffrey D Lundy
Company Affiliation: Environmental Design PA
Mailing Address:- 20816 N. Main Street, Suite 204
Cornelius NC 28031
Telephone Number: 704-896-8020 Fax Number: 704-892-5479
E-mail Address: i lundyaa edpa net
Page 6 of 13
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: Bradford Park Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 00711103
4. Location
County: Mecklenburg Nearest Town: Davidson
Subdivision name (include phase/lot number): Bradford Park Subdivision
Directions to site (include road numbers, landmarks, etc.):
From Charlotte, Head North on I-77. Take Exit 28 and head east onto E. Catawba Road.
Turn Right onto Hwy 115, Turn Left onto Bailey road and the entrance will be close to the
End of the street.
5. Site coordinates, if available (UTM or Lat/Long): UTM 17 515824E 3925658N (WgS84/NAD83)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct water body.)
6. Property size (acres): 86.0 ac
7. Nearest body of water (stream/river/sound/ocean/lake): Ro& River West Branch-South
Prong
8. River Basin: Yadkin
(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: Vacant and 90% Wooded site.
Page 7 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
The project will have multiple roads through out the subdivision: one road will connect to
Bailey Road and another to Davidson-Concord Road. One of the interior roads will cross the
Perennial stream twice. The contractor will try to minimize as much disturbance while
constructing the roads and two stream crossing. One crossing will be 100 ft and the other
will be 200 linear feet of stream disturbance. Both will have scg<nental retaining walls as
headwalls and a designed energy dissipater such as rin rap aprons.
11. Explain the purpose of the proposed work: Create a subdivision and a collector road that
Connects Davidson-Concord Road to Bailey Road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
i
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 8 of 13
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: There are two stream crossinus
for the2roposed road. The road has been designed to minimize the amount of stream
crossing and fall under the allowed 2991f of total stream disturbance. Each pine will be laid
one foot below Prade and have an energy dissipater.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
Site 1 Fill 371 sf No 0 Forested Wetlands
Site 2 Fill 396 sf No 50 Forested Wetlands
Site 3 Fill 992 sf No 500 Forested Wetlands
Site 4 Fill 722 sf No 0 Forested Wetlands
Site 5 Fill 1248 sf No 300 Forested Wetlands
Site 6 Fill 112 sf No 3.00 Forested Wetlands
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Ycar floodpWns are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800.358-9616, or
online at httn://www.fema.gov.
*"* List a wetland type that best describes wetland to be impacted (e g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only),
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leases cify)
Site 1 Piping of stream 97 ft UT #1 3.5 ft Perennial
Site 4 Piping of stream 102 ft UT #1 3.5 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapc uest.com, etc.).
Page 9 of 13
Cumulative impacts (linear distance in feet) to all streams on site: 199 ft
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. impacts include, but are not nmuea to: nti, excavation, urcugntg,
flooding, drainage, bulkheads, etc.
5. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Existing topography offers no viable options to eliminate or reduce stream impact.
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
Page 10 of 13

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 March 9, 2000, 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 NCWRP concurrence shall be placed on hold as
incomplete. 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/itnnL,,ide.htrnl.
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.
. N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 199 ft
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
Page 11 of 13
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 12 of 13

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the-application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
1/9/os
Applicant/Agenf's Signature Uate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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STATESVILIE I L N IS A I L DESIGN-
ROAD NOT RE LEASED FO CONSTRUCTIO
UNLESS INITIALLED/DATED AS APPROVED BY ENGINEER.
/
INITIAL DATE
Bradford Park Subdivisio Davidson, Mecklenburg County, Nort Applicant /Developer:
SCALE: N.T.S.
NORTH ARROW
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Charlotte, NC 28210-3354
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DEVELOPER OIYNER
rovident Development
- Group, Inc, 6707 Fairview Rood
Suite B
Charlotte, NC 28210 704-367-0167
..r Designed By
EDPA
Drawn By
JDL/DPW/WJW/EMH
Date
08/16/05
Revisions
B/25/05:County Comments
b4 DETAILS
55 UTILITY NOTES
May 06, 2005
Revised August 26, 2005
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD 55
CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY Sheet of AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED. PFOJeCt Number 04062

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i; ? 2 0.30 ac 65 0.22 ac
, .20 ac ' C `,i ! t~ 4 0.40 ac 67 0.20 ac
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reset to their origind locations at the Contracts s eapa>se by a Registered Land SLrveya. prepse oorlaete test cyliders in acoadorloe with Sectim 1000 of the NCDOT Staldsd Spedfioatials of the 1. NI roadways shell be constructed with a base carne as desrn'bed or the appropriate Ivledda~Lrg Canty lard Rornning ad dire^tial of the project inspects. The cmtracta shell famish dl eo}iprnent and cylirda melds It shell be DevelaixrTalt Standsd Detail Draklg. v A 20 -0 MIN. RA I O O
2 Proof Rdl Railcing and dl poking seas, Notify Developer of ory Lnacceptd~le seas the resparlsibiity d the contracts to protect the c}lindas anti a1d1 tine as they ore trorspated fa 13.6.1 Floodwc 13.6.1 Floodway Trails _ _ D US _ _
testirx} M ildepaldent testing kb shell perform testing fs projects, at no cost to the Town/County. The 2 iris materiel fa store base aaLrse shell corfam to the requian@nb d Sectior 1010, Aggregate fa Non-Asphdt Fledble Milti~ase 3 All Construction shell carply with Town of Da+ndsor ord the NC Departrr>°r1t of Trorspatatior Stardads antracta shell provide equipmalt ord pafarm tests or caxrete is a mlmamm dump ad dr parfait a; Type Base, and Sectior 52Q Aggregate Bose parse of the NCDO~ ~a'idsd Spedficatiors aoaorrrrac eeble Mdti~ase trails within the floodwa within the " Use Zane' see Strewn Buff Section are to ~ ~ Y ( Mmaged a`s, 22) desgned aooarrradate a vviety of user- indudng wdkers, joggers, cyclists and rdlerbladers lhese trills ore tlpiody poeticised
defned in Sectim 1000 of the NCDOT Storda-d Specifications lt>ese tests shell be pafanmed at a frequency within the within the floodway, but not directly adjooent to streoms A mirumm of 2d vegetative buffer behrear the strewn aid tral
5. All site dmansiors ore referenced to the bade of orbs a edge of paving LLiess otherwise noted. NI Dlilcing es~td3lished by the ins?Tecta. iris contracts ~dl rerrpve moteids filling to meet spedficatias 3 the store base shell be oarpaeted to 100% of the maximum der»sity obtaindTle with the Modfied PYacta Test stx>Ilct ~ dmensions ore refererlced to the outside face of structure (AA9~T0-TI80) by rdl'rg with ring a ta"rping rder a with a pnarnatic tired cello with a minimm waght of ten talc oarpoctec shoud be left intact These trills shill be 7 modtire-Idd o~Frdtic oataete surface with a 4" aggega6e base ova - . ~ : • . , • _ ~ Q oarpacted sill. a
9. MI calaete shill be cued with 100% Resin Base, white pigmlalted acing arrparld whidl meets AST.M Wren aarpleted, the base course shell be smooth, had dace, Lnyiddng ornd well bailed. STAN A ~ D RD LOT SETBACKS RESIDENTIAL o~ a
6. NI sidewdks, curb and gutter, street paving orb cuts, driveeny cpproadies, hmctcap raTps, etc carstructed Spedfioatiors C-309, Type 1, applied at a urrfam rate at one (1) Belem to 400 souse feet within 24 bars 136.2Flao~11c 136.2FlaodJldn Trals DETACHED HOUSING ~ ~ e These mlti-use tro9s are pceitiaied atsde of the AoodraX Nithh tha taodpldn (within the "MQrogad UBe Zone', see
outside the property line in the right-of-way shell oonfam to dl munidpd and/a State spedfioatials and of d~'~t of the crnaete 4. A biturrinous corlaete tease worse, as spedfied an the Stmdsd Detdl Drawing may be abstituted 'n IieL1 of a stale ~ ~ requirernants base worse. A bitlmina~ aanaete base parse; Type FB (reference 1995 NCDOT Spedfioatiors, sectiat 640) may be used B,, ~ Strewn Seatian 17. t alive bolts 'b ~ W W Buffes, ) Srgtficm veget between file strewn aid tral should be left ntad. Flaodplan ~
1Q NI orb and Butts shell be badcfilled with sod app-oved by the Inspector within 48 hours after L,pai cpprovd fran the Town a Canty. trds shell trails shill be a mrwrrrn of 1d wide. lirese trais shill be aarrposad of 2" mnd~ine~dd asphdtlc aarrQete sufax with a NOTE. for Right of Way width, Typical Sections and Pavement N.T.S. ~ N ~ A
7. All dsturtxmce irxlrred to ory adjoining property due to ca>structian a demlditior shell be restored to the oalstructial to prerprlt aosat 4 previous wndition a better, and to the satisfaction of the Teen a State Alrtharity. 5. A~1hdt base carne will only be dlowed within widening strips leas trim five (5) feet in width ~'e4 4" a base ova eel sal. ( ) ~ aggregat oarpo~t ~ U1 Z ~ ~
11. Ail txxicfill shell be neon-plactic ~ natLre, free from roots, vegetative matter, waste, omstructim materiel 131x3lJpla>d t® A ~ 136.3Uplmd Trds N
8 Infamatian or edsting utilities has been carpiled from avdldle infom>,tior induang ut1ity wrTpaly ad a other objectionable materiel. Sdd materiel sfidl be oapdale of being oan'pactee by rrt~wwcd meets and ROADWAY INTERMEDIATE AND SURFACE COURSE rrunidpd rewrd maps and field surrey and is not gusorteed csrect ord wrrplete Utilities se shown to dent the the materiel shell have no tendency to flow s beFlorve in a plastic mnnrler under the tarpilg lows s proof 1. All public roadways shell be carsfnacted with m intermedate ord srface aarse as described or the date m' Uplad mltiwse trals Qe positiated oarplddy a~tade desigated laodplais (within the 'Uplaxf Zaie", see Strewn Buffers, 1. lire de~lcpe!- wiu work with the Du~idsm Laxls to 'de the Imd to be dwx>dize the ~r
Ccntracta to their presarce ord the Cortracta is sdey res~onslble fa detarrining octLld locations ord dew6ors of rdling. Meddenblrg Canty lord De+,dc{xrlalt Stsldad tea' 1a Secctim 1 the etd ' atian h the Streanede Zane orb tJse Za>e shill remain intact. trals ~a~ g°N nec~ay b ~ ~ ~ t"~~ ~ Wit Bards of the Sat~lfr Prag Rodry River. provide the most habitat std water qudity benefits They shill be a rtinirrun of 1d wide, and carrposed of 2' ~
dl ut1ities inducting services. Pris to dornolitior a corstructior, the Cantrwts shell cortwt "DIG SQF~' 72 hats ~01A~ th before wrrrr>Encerrlant of work at 1-800-632-4949 and verify dl utility lawticns. 12 Mataids dearled by the Ir>specta as Lrl~itd~le fa badcfll pLrpases sitdl be rar>a~ed a'id r~llaoed with Z Rmt rrilced asphldt shell cmfam in dl respects to Sectim 610 of the NLDOT Sta'ldsd ~edfiwtia>s mtadrirte~dd tic canaete sufoce ~th a 4" base otter sill. 2 the 0 ~ ~ open space shorn m the plan wil rerrin os open space in perpetuity N
select bad<fill materiel. W
9. The Cortracta shell chide by dl 09iA, Federd, State and Locd Regulatisls when operating sores, boars, hdsts, 3 iris find (1) one irx;h lift of asphdt sufwe coarse fa Resdentid Subdvisim Streets shill be withheld tnti a rririrrurn 136.4Bosdw< ~ 136.4Boadwdk Trals 3 trees are rated m the with a . It is the level Boadwdks, a wood surface trill ore 'red when ne0atds a other droned arevs Baadwdc ~ open's fill intentim to preserve as retry ~ tyP~Y fe4e a~9 P~Y spectrert trees as posable. This cm be aaxxrplished n the open space seas axi in the revs a long property
ETC., in dose oxirrit to overtx~td electric lines. If Contracts crust ate i t dose to electricd lin 13. NI trenches in the street ric~Lt-of-way shell be badcfiled with suitable materiel irrrrLedateJy after the pipe Boa~dwd4a ~ Y ~ ~ P~ ~ is laid The fill wand dl shell be aped in la clot to exceed six 6 ildles ad each I stele be of Seventy Fve Peroaat of the Devdapmlerlt is ocaapied (occupied mleors a oatificate of ocalporcy hag beat issued) trais se contort Power Corrpmy to mdse arorgarlents fa proper sofegusds RPe ~ ~ a~ a at leo,t (1) ale yes has lapsed fran the application of the interm>edate oorse layer (All doarrrantatior to be provided ~ trills ore oorrposed d lumt~er a synthetic wood Boordwdk trails mist be a rrinirrum of 14 wide; fnes of the erne famly lots After gmrdrrg pkns ore earpleted trees to be reserved will be protected by tree 0
arrpacted thaaughly, by the developer and opproued by the Canty a Teen Inspects). borriouies as noted n the Tree Pteservafim Sectim of the Davidson Zoning Qdrwtce. ~ 13.6.5[kdrxige
10. The Ccntrwta shell obtain Town of Davidson ord NOOOT pencils for work within the road right-of ways, 13.6.5[kdrlag indudng lacd orb cut permit, sews and rater wmectior permit ord e-asior antrd bald if required before the 14. Under no dreumstances shell wale be pem-itted to rise in urlbadcfiled trexttes after the pipe has bean Qeawloys Qeenwoys must hoe a aoss gape of 2% to adequately provide fa ~arac~ 9cpe shoud be in orb dirediai i?stead of 4 In ~ ~ ~ ~ the level will build the 1d bke the 6' avel the hou the ~
start of or wtivit . The Cortracta shell dl bends, dl fees, avide oaf of insurance, ornd provide traffic d~• 4 The Canty a Tarn inspector shell be given a (24) twalty far hair no6fxxltim to inspect the intemledate carne aaening. Y y ~ ~ ~ defiderldes NI defidency repays se to be monitored by a Canty s Teen Inspects ord awe{lted prig to applioatial of ~ I~ g P~ ~n9 s& ~ f canning. Ch axres, the aoss gape should be tawtrds the ir>sde of the arve In addition, to irtstXe prapa slam rata entry features and the hdf the cost of the tot lot The bdlfidds std gavel poking assodated with them and hdf
runoff and protection necessay fs the wrrk find lays-. ~ esav 15. Compaction regaranalts shell be attuned by the use of medxrrcd oorrpactlor rrathods Fuxh ax (6) pr runoff and trill longevity, catch basins with dains and undergand alvets may be required Nahrd grand oast sttald the ~ of the tot lot will be the respmet>ility of the Davidson Pales Depa-tmtait. Developer will rain gale playing be preserved on each side of the path fa eroean ocntrd. fields
11. The Cortrwts shell provide and maintain traffic devices fs protection of vdnides ord pedestrims wnsisting of inch layer of backfill shell be placed loose ord thacuc,~ly carpocted into place. a Asptldt Bituminous SLrface Courses, Type I-1 ad Type I-Z as well as Asphdt Caxrete Sufaoe Carle, Type FB inlay be m
duTS, bamias, signs, lights, fences and Lnifamed traffic officers as required, adsed by Developer s required by the 13.6.6t~idges Lard Governing Authority 16. Straight fours shell not be used fur furring curb ord gutter in aarves. used in lieu of the Superpave Mixes aiy if c>ppraed by the Canty err Town (see ciFprapriate standad drawings fa deta1s). s ~ 13.6.6Bidges 5 The 23 affadd~le units will be boated al the Bungdow twill and xrll be fa rent a ~ s)• Rofligs a barriers cis both sides of a t~icyde path txidge must be a miriinm of 54" hicj!. Ends of rd'tirp mist be ~ v
offset awe offset away fran the adjdning path to minimize the dmger of cyclists Hitting into them Bridge decks shill be deeigrred & The coordinatiu-i of the Bel Road exte>em vwll be the r ~ ~ °
12 NI materiel sd>edales shown or the pions ore fa genad infamatior siy. The Canracta shell prepae his own 17. NI excess canaete cn the frmt edge (lip) of gutter shell be removed when curb 6. Town irl~lectas shell be notified prior to rising recycled pknt mixes. fa a live fa a live tool of 85 Cmaete decks trust have bic a-safe ' ' is Nbod decks Host bare srnolh ' is y ~siblity of the developer. the developer will build the ~ J N i~ ~ ~ ~ roadway axi txidge that aatriects Boly Road to Davidson Caxad Road, through the Nbstmada>d property by August a ad be Idd at least 45 degees to the drectim of fraud. 2006 a oazipmcy of the fist txrrie. The tan wfll reimburse the developer fa hdf the bridge aid fa the roadway
mataid srheddes based upon his (lor review. All scY>edLles shell be ve-ified in the field by the Cortrwts prix to and gotta is poured with a madtine and be Ids sdsing matsids s perfarring wok. 7. Failure to meet the above reglliremerlts may result in the delay a prevaltior of street acc~ltalce by the Tan a
18. All subgrade shell be carpacted to 100% of the rrmdmum dalsfty cbtaindlle with the Standsd Proctor NCIbT 136.7pesori 136.7peamce amectian from the bridge thra~ the Wf?sfnnrFiond property. CMS will relntitrse the developer fa hdf the brkge. DEVELOPER~OWNER
13. At each avert sassing, hand-ail shell be instilled Bong alvats atdwdl, see detdl CMDS STD 50.04. Test to o depth of eight (8) indnes, and a derldty of 95~ Staldsd Proctor fs depths greater ttxrt eight SIDEWALKS AND DRIVEWAY the vatic (8) ind>es the Develapa shell perform dl tests at no cast to the Town/Canty. 1. 5dewdks shell be omstnacted of not less ttlar 3600 P.SI. oaxrete and shell be far (4) irxfles thick, constructed or or The vaticd deouioe to dzstructias must be $ minimrnn td maybe req,iired fa the passage of mdntenaroe v~tides 7. The greaiway /bike path i>side the li>ea park will be ld wide asphdt path. the gaud paths within the other rovident Development
14. Pll dead end roads, place a Dead End Street Bamioade, see c~tdl C1vtDS STD. 50.07A and 50.076. adequately gads base, except where a sidewdk gorses a driveway it shell be six (6) inches thid<. Sutlgade shell be 136.8(i-ades °11~ttBC~adeS seas ral ~ s' wide Group, Inc.
19. A cmvns cover a other suitable paver shill be requred fa transFxxting plort rrix asphdt during and campacted to 95% of the mmcimum density abtdrx~le with the Stordsd Practa Test. The surface of the sidewaNc shell be ~ darn 15. All Street ~gns per CM-DS STD. 50.05A wealthy when the fdlowing candtiors se present: steel trow>~ and light brown finished ord erred with or aweptdle curing carpcxrld Toiled jdnts stele be provided at ~a~ Lag dowrt!ill gales should be avdded thrau~! cerefU planing A 59G grade is the m~dmum gale reoarmiaded 8 be elirrnted behind smell si faril lots if 6707 Fairview Road ~ ~stdned odes shall be limited to 2% ~ Y adegibte orr-street parfarg is presided, and the units Suite B
a Air tarperatlre is blow 60 degees F. intends of not less thor five (5) feet and elporlsion jdnts at intervds of not more than forty-five (45) feet the sidewdk g bare ra gauge. Charlotte, NC 28210 ilk 704-367-0167
16. See Detail Sheet 47 fa typial sectiors b. Length of ha fran plort to job is Beata thin five (5) miles. shell have a laud SI of ate 1 4 indl foot Stream ~ ~Qu Pa CIfTI I~ er 0 e3 9. Curie-sac on southern portion of the property exceeds rtorrrd length due to topograpttiod and geographical
17. Nhae the SW.I.M buffs aces a street R these shad be m irm set and rewrded or the at as such. c Other 0°~~ at the Inspector's ctisaetior when a arrbirlatim of tactas irxficates that mataid ~ shad be cowed in order to assrre props plw.ennalt tarperatrre 2 Rantin stri ad' t to srlewdk shill be acted to 1 inch afoot mmx>. to 1 ' irxfi foot more ec t The stream carvstrairrts.
9 P 1~ J k P ( ) uP per ( pep The streamside zone of the buffer must be complete) undisturbed. In the mans eel use zone, a limited Designed By y g 10. As part of MUU between Car>el~us std Drnndson, Corr>elius develops vrill be res sae fa road connection to a number of trees can be removed provided that the tree density remaining is a minimum of 8 healthy trees P~ EDPA
1& action Test within the R shell be a'rr>ad b a testin firm aid a of the resells even to the where excessive notLrd grades mdse this requirement irrpracticd. In suds oases, the Taen/Caunty Fungrlea may authorize a number of ~P /\'y P~ Y 9 caPY 9 20 Concrete a asptldt shill not be placed until the air tarpaahre meoslred at the location of the suitd~le ode of a minim Lord Develt Inspector (Tammy Keziah) corseting cpsatior is at 35 degees F and rising by 1000 am Collets a poring cpsatiors skald be g such a mar of a minimum 6-inch caliper per 1,000 square feet. Removal of existing vegetation must be performed in PfOP~Y'~~ ~ d9irt~~Y ~ located ~ plai. Drawn B
suspsxied where the err terTpaatlre is 40 degees F and desoadrrg The eontracta shell protect freshly S 9dewdk widths shell be a minimum of four (4) feet Creels otherwise spedfied A 5 x 5 sidewdk is reglred at least such a manner as to prevent damage to the roots of remaining trees. y JDL DPW/WJW/EMH
19. Before my retdning wells se put in ova- 30 , a proffesord engines sedect set of carlstnactior draw+ngs will be placed corsets in aooordmce with Section 420 of the NCDOT Stmdad Specifioatians when the dr No fill mats t etc No fill material is to be brought into the buffer and no structures are allowed within any of the buffer Dafe
presented to Meddenburg CoLnty Engineering ord lefts signed by the proffedcnd algineer oertifyin that the well was tarperahare is at s bela~v 35 degrees F and the corsets has not abtaned m age of 72 bars ~Y ~ as required by ADA fa a passing zale mess otherwise provided by residaltid divewys, intersecting sidewdk, etc areas (exce put in as designed This dso induaJeds aalvat retaining wells 4. Appravd of sideedk canstructior ors crust be abtdned as pat of the m review peens n unuslad areas (except non-commercial out buildings not exceeding 150 square feet) 08 16 05
21. The contracts stldl mdntain two~way traffic at dl titres wfnen waking wittlirl existing streets the ~ ~ ~ t Grading arc Grading and other land-disturbing activities are allowed only in the upland zone; however, these activities Revisions
contractor shell play ord maintain lions, danger IicJnts; borTieades, and frmis4n watdmal a flagren to cirarrvstrnoes, sidewdk must be located a mirimun of (4) four feet fran the bade of the orb a at the bade of the must be pe 1. P11 wok and materiels shell wnfarm to the latest edtior of the North Cadina Deportment of Trorsoortatior tinsel traffic in aoaxdmce with the latest edtior Wxk Area Traffic C1ntrd Florx6odc (W4Tpi). right~f way. other suitor must be performed in such a manner as to prevent damage to the roots of remaining trees. Grass or B/25/05;County Commen~6/04/05
(NCDOT) Stordsd Spedficatiors fa Roads tnd Structures unless otherwise spedfied in this monied. 5. Accessible r sorer iced rhse sidewdks intersect curnn at or street intacectian tnd at T II ativewa other suitable ground cover can be applied to the upland zone.
'YJ the rmfmrlrr dv,ll r{n fhnr rl$•h is rwnrar„ fn rmlfrl arnzim mri Fn rra~l mirrv,}n?im ri~rrww ~P ~ g y ~e y n_ _..a_~~_
M ,...,.,w.,..., J . - r connections. iiic vuwwc 2 Al asphalt oats still be made with a saw when preparing street surfaces for patching or widening strips to dl adjacent properties and streams in acoordonce with the appropriate Town/Canty Sediment and Erosion land-disturl inc VU W UC uuunuury vi MU uuiiei niusi ue G euny rnaiKea wHn orange raonc rencmg prior to any land-disturbing activities (grading, tree-cutting or stumping, etc.) anywhere on the site.
h Contrd adinanoe
3 joints shall be used to sed the ends of on asphalt r so that future extensions can be made without DUKE POWER RIGHT-OF-WAY COMMENTS ~e ~ The outside causing joints. 1. An oronge construction barrier must be placed 20' away from and completely around all towers on site to serve as a rough GRAD a The outside boundary of the stream buffer must be permanently marked with an iron pin or other
must be maintained acceptable 1. Proposed street rights-of-way shall be graded to their full width for ditch type streets and a minimum visual barrier for grading ~i~t operator-- this barrier thromxficut god completion. No additiand d acceptable property corner marker at street crossings.
4. W-x n placing asphdt against existing surfaces, a straight edge shall be used to prevent "f>trrpmg at that of eight (8) feet behind the orb fa orb and getter sections. spoil dirt may be Paced within the duke ROM limits in this area. No additional gating will be permitted other than what is location. shown on the attached grading dowings it is
b g 2 Fill embaivreits shall be famed of sdtcile material placard in successive layers not to exceed more
5. Stcne shall be med if n is not complete within seven der stone base oPPr~ 2 Duke energy does not object to the gating plan on this site as dawn, however should the need for the gating plans Pn P~9 Ys than six (6) inches in depth for the U widBt of the cross-section including the width of the slope area to dean arise, The plans would need to be reviewed for 00iance, contractors operating t should be ns
P No stumps, trees, bnish, rubbish or other unsuitdnle materials or substances sfndl be placed in the T gr equipment instructed not to grade within 2d of the towers and to mantdn a 1 shape or less 6. Surfaces shall be tacked when asphalt is being placed over emasting asphalt streets or adjoining oancret~ storm errbmkment Each successive six (6) finch la)w shall be the Y compacted by the t~n9
~ drain and sanitary sewer structures, railer, 1O-tcn power railer, pnermfiictied railer, a other methods approved by the Town/County Engineer. a Any damage to the line and ddrrs due to the damage is the responsibility of the oontrada/owner. IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet Of 55
Embankments aver and arounddl pipe alwis shall be of select rratend, placed and thoroughly tarped and a 7. In rolling and hilly terrains sweeping of the stone base and/or application of a tads coat may be required near CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY,
compacted as directed by the Town/tc my Engineer or his representative. 4. Proper clearances must be rraintained if any work b duke required Y Y power is to maintain proper clearances intersections these recluirerr>ents will be established by the Town/County Inspector and are based on field conditions. ices, AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062 OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
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I ' 0.22 acres . N I I N FPE=703.88 FT I , ~ v / 1 SEAL .26y, S~' k1 ~ .
( ~ I qq k 10~ 0~ EPOS ~ ~ TH IS A FINAL SIGN-
° N I I N I 0.27 acres _ ~ ~ S~ NOT RELEASED FOR CON
o ° + ~ FPE=704.93 FT - ~ ~ 4"0 ~ ~ . ~ STRUCTIO » Ak ~~j~ i UNLESS INITIALLED/DATED
N 0.19 acres , co 0.21 acres - o= 325.00' 6271~5p 0 / ~ ~ . e AS APPROVED BY ENGINEER. 325.00 .E N ~ ~
/ ' 7'56/ E 20' SDE - X73 - ~ N67'37 56 8 ,93 i . " .j l 67 37 56 E N67'37 56 E 65.00' _ ~ /i . ~ ~ ~ ; j INITIAL DATE
- / N67 37 _ 65.00 „ O - I ~ .00 65.00`-605 0' i i / ~ _ J ~ . i
-56fi•23-31-W-_ • rn _ N6~3756-E _ _ UP 65.00 X65 _ Ate ~ - I ~ -t2q.5a`_' _ I ND S,W},~ UFF , i/ ~
+
~ rn / M DU _,..~E.$. W.I.M. 1\ J ~ ~ ~ ~ S~ / / l
~ A . • I N / ~FFER / ~P SE i
N ~ ~ 6i o 0.22 acres ~ • 0.21 ocres :
io 7 ~ 1 o Q o 05.91 FT g N _ O., ' I .i - ~
• oo SIGN: R3 1 ~ N6138 4 1 121.7 / RiIKE LANE 7.04 OC ~ J i , NORTH ARROW
GHT LANE, 1 / ' ~ o zo ao ~P ~ ~p
*W~ , - - " SIRE Existing Top '33:83- ~ . ~ AMSIDE S,WI.M. ~ of Bank 1
20 E BUFFER - - REE LINE » 1 / ' ~ ~ ~ XISTING T \ Gra hi -
~ ~ BIKE E ~ RIGHT LANE ~ - - ~ / E p c Scale 1 - 40 ft,
ONLY .r _ ~ . - 1 i% - - - - 100 lC0 ~ `
' ~ i a S ^ 100+1 - , ~ ~ ~ / 1 ' / ~ ,
~ ~ ~ ~ /
~ ~ - - N C 5 k ~ ~ .REEK- . _ . / - ~
. z • ~ , ~ 24k00
m ~ % ' 1~+ EXISTING TREE L,IW€ / ~ y • ~ ~ / , ~ ~ i Dk~ . ~
~ ~ STREA DE S.W.I.M. BU R
B1KE i ROUTE \i 5}00
2 ~
16, 100+1 'x,10 _Bike_Path Sholl Follow Existin Tr i .~-._2 ..5 ~ ~
COMMON OPEN SPACE / ~ ~ ~ QUA i~ ~ ~ s 0 0
0.31 / o yk . ~ acres ~ ~ Y k°° / ~ ~ U U q61~ R1 d
~i ~ ~ / ~ a / . 10 ~ usE s.w,I.M. ~u.EEEa _._l 1 L=32 1
,o ~ / / y l / R ~ ~ / 1 ,
~ ~ / ~ ~ I x ~ S ~ NTERSE TION C 7 ~ 0 1. l qM ~ ~ ~ ~R • (see et 9b) . h"'i
~ ~ 0 ~
~ / ,p~ 9 UPLAND S.W.I.M. BUFFER ~ ~ 6 ~ , A
\ 5 h \ ~ AK L ~ b r , ~ J w
HEAD ~ ~ x ~ S ~ ~ 0.25 acr R3-16 8gs , ~ 100 ~ J e5 ) ~ ~ i ~ ~ ~ (y
~0~„ 1 32,E 9g W ~ 0 o ~ E-+ 00
• ~0' ~ 0 ? ~ c A ~ w, 0.23 acres m N
FPE=707. T ~ ~ ~ i~a ~ 29+00 D 29+0 l N ~ N
~-I - ~ L ~ ~ 'b ~i ,009.47 w ~ ° . R1 , -N ~ o ~ ~
/ ~ E LANE ~ RIGHT LANE S .4J2 ~ i ~ r'+ , o , 0
~ ONLY ~ • 1009.4 A~ / ix
~ ( 17) k i`~O' .31 - . S 9 O 9° 9 W' .S69 L- 6.0 L ~ s 0.21 acres 6• • 5 ~ y~`.`~ ~27~ R 1009.47 ' R ` ~j~ 7 ~1~ 1009.4 ~ 1
_ ~ ~ ~ i 2 4 65,53 15,93 R=1009.47 ~ ~ FPE-708.79 FT \ ~ ~ ~ _ - _ _ -
• ' / SPRING HOU ~ ' SE • ~
\ ~ E ~ ~ ~e. D Q v do (ESIGNED BY 0TH ~ \o ~ c~
i~ Q• (R1-1 I a 0.24 acres ~ ~ , R3_ I I N COMMON OPEN SPACE o
`'r '~s FPE= ~ ( 16) I 709.82 FT ~ ~ w ~ , ~ ~ 0.24 acres A • A 3.49 ac, N ~ o° a m
0.31 ac s \ , ~ . 0.26 acre
Munici I Bound r FPE=712.47 FT ~ ~ 9 S ~ h~ ''I • ~ 01N / ~ ~ c i= ~ ro
~ / ~ \ w . r, ~ / ~ W w 0.24 acres 1c~ 57'55 m 0 / ~ 6' P o r
\ --1 f • ti I ° 0.27 acres ~ 155'8 End of P o.
/ . , ~ BIKE LANE : I Begin Pri ~I` DEVELOPER/OWNER
/ 18 g. ~ x~ ~ ENDS \ j- w I w 0.29 acres 9• . 9 ~ o o 0.29 acres ~
/ ~ ~ , ~ E ~ .oa ~ o \ ~ rovident Development
\ ~~2 h 6 ~ ° ~ ~ ~ Grou ~ , p, Inc. ~ 6707 Fairview Road
COMMON OPEN SPA N . 1 ~ 0.35 acres CE ~ / s ~ \ ~ / ~ Suite B
. ~ \ \J J . ZOB...s ~ 0.46 / 6~ / ~ \ acres / Char IoHe, NC 28210 ~ . x'55 E 704-367-0167
I k~o 4 I / ~ N54 5 , / 6
a o ~ ~ s° 'S tr Desi ne °5 g d By
' 16 5 ~ 0.41 acres I ~ r ~ / o. / R ~o' a / o. EDPA
/ ~a \ ~ / a2 / / / Nq ° p ' Drawn B q Y
\ / JDL DPW/WJW/EMH 20' NO GRADING ~
~ / , 0o p9' ~ •5 ' ire U o LIMI ate
SIGN: 1k 10. / I / A 3 q °y ~ '~lee1 0 o TS ~ 3 .s~'~r9 ~ _ 08 16/05 EX~ N ~ / Revisions
RIG / ~ / I / J i
ON HY LANE ~ SIGN: ~ ~ ~ ~ 0.4~ nrrac ~x i I ....I ~ ~ I / ~ n
a (R3-17) \ RIGHTLANE ~E , / I V I V v ~O ? ,00 / -e wuniy uornmenis
o qq \ 0 0 / ONLY NA9.5 39
/ (R3-17) 9A~ / 0. _IQ
s• 5 \ 0.31 acres /
e . 9 b ,l c} 5
.59'18`W
a ~ o \ 0.30 acres S5~
e(l , k 6~ .0
-req 91 6. k IF ANY CONFLICTS, DISCREPAN ,
s ARE DISCOVER C?ES, OR OTHER UNSATISFACTORY CONDITIONS k ED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE NTRACT R MUST NOTIFY THE ENGINEER IMMEDIATELY, Sheet of
x 55 AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project
LB V- ARE RESOLVED. J Number 04062

- -
--EJ2: 0.18 acres ° \ -
- ~ cn ~ 0.18 acres o ~ ~ 21 c~ / I FPE=692.89 FT N82°02'35'W ~4 x0 6,~.. \
2 FPE=692.89 FT ~ / 5,88' ~ ' o :4 ~ \ TIMBERWOOd / ( G
~ 0.18 acres R, \ L o. • ° J \ GUA °fl~~ ~ ~c D AIL ~ ~ < ~
!D) FPE=692.89 FT ~ \ •SO ~ k00
,17 acres o, 20+pp I . °D 0. ~-ti _ R1-1 1 FPE ~~p
. ` ~ f 18 acres / ~ ~ • 1 +oD ( ) E-692.88 FT 1. g - ~ ~ CULV ~ T ~ ~
~ ~ ~ 0 ° w FPE=693.38 FT ~ ~ _ 0 w z o s v ~ 6a m
f h o. R;q~~ o °O~F8'E_-E-1. NT9°0~$8.Y0 \ ~ , 5p - a' J N 3 ~ ~ W~ O U
NI31 °3 ~ I ~ 04,21' 5221 ~„B 10 E ~ / R=471, 1"~ . ~ . 6 r/ LUER 1
S~.14' / 0.20 acres \ L L °o ' ~ 1N ~ c N L
- 5~ S~ E \ / FPE= 691.67 FT f SIGN• E-0: HD J ~ ~ ''l. R aP AP , m 'c
" ~ \ o,• BIKE LANE '29'x8-x11.~•~-ltiP.$ap Apron S f AHEAD R1-1 \ ~ ~ y ~ m ~ m , / N T Std. ae F~ a c ~ Z ~ v~ ~Z g0 o rn o ~
Nq)OT Std pose A` - ~ 8~1 , 0.21 acre (R3-16) ~ ° o`~, / . . ° ~ ~n 11 E-6 v m a v,
S83.1 ~ ~ 6 Gravel Path ~ Sd - o~ • ~c~ o' ~ Z~, 0 1 F y
1~ ~..w tE1lEC SPREADER ~ A ~ FPE= ~ I ~ ~ ~ . ~ ~ 1 \ 0 00 \ ~ 690.58 FT R1-1 ~ o XJ \ ) T' p ~ ' k5 •r , - 5 x u~ t o o v
~ ~ S \ e 0,21 acres zy t~.~i \ F sq° o • ~ ~ ~ o Z , '
~Q \ ,yO ~ 1&3 " f FPE = 689.75 ft ;o ? a 3 ,$F ro 0.20 acres ~o y G 1 ~ Zfl WG 7~ '
. / N ~ N ~ 1 N F~ p
/ ~ ~ ~ ~ FPE = u o / 689.75 ft l Q ~ ~ r + >1= LOW ST F N \ ~ v ~ ~ r~ ,6g3. N
0.23 acre ~ I - S / ~x ci ~ N8>°Q ~ ~ FPE-692.69 FT ~S _~S3 f ~ ~ I FPE L
h ~ ~ " TS, ,a a COMMON OPEN SPACE FQ ~ >9,~ , ~ F_ 18 x23xt .28 R Apron k00 65 a7 n N a 1f, ~ 5 G G
S ~ N 20x8'x9" ? \ 5 ~ _ NCDOT A RI Ra Aron ~ 1 F 0: S OF ~ P P P xO ~ ~ N ° SpE ron T T ~ ~G 1 0 ~ ~
° ^p NCDOT Std. pose A 0 ~ F~oO ~ 8> 00, ~ ~ \ 60 x~ ~ 53'f \ y ~ 2 ~ io Q ro ose u0pp,.~ ~ 1 aNp~ ~
Q \ b ~ q ~ . 7 / LEVEL SPREADER 9•~ , ~ ~
\ K ~ ~ ~ a s e a i e N 1FS f c~ '4 A _ °a~ X683.2 • m o NATU v ~ , FE ~;aoroo
F ~ xs Oo' ~ 100+1 ~ ~ h 5 0~ x see no e on ~ ~ a
X, o ~ , >o ~~opo kk5 ,f oo ~ ~x o o n
0V ~ o \,q~ ~ CROSSWALK D S C~ ~ ~ NVw' ee wa 1 •
H 0: r ? ~ Existin To a ' . .u (see sheet 9b) N EX. MH 8
-1: MH ~ S v. 9 P ~ ~ rr / ~,o ~ ~ Q1,P ,n o 0 of Bank Ii ~ ~ ~ \ r IM = 67 75' 32A F ~Nnunu~~~
~ Y.~' 1~. N W ~ OFF ~ ' ~ ~ INV. IN = 6 4.87' E% CA C~` ~ Fp R~
~ / W. ~ o h ~ a/ ti SSE ~ ~ B . ~ ~ . ~ rn a. .h ~ , L I V. OUT = 64.83' ~~~4'.•ofESSioN'•.f '
GEC o. a a~' / - i ~ ~ ox . a ANO s Zy nkac ~
~ ~ / r ~ ~ ~ a 'W~, Z 1 _ SEAL =
~ M ec, - o2s ~ FAR Z ~ 396
w pX MBA 1 : N~' : .
S4 ~ ` . ci 4~ ti SF Ns F ~ • V'
~ ~ INV 7 .SO r, B ` E ,i
W S,oE goo ~ ~ SE H ~ - ~ ~ ~ ~ UFFf ~ FP 2 d) ~ ~ ~ R 3+50 1
a EE ~P~ N~ re I = FQ S ~ ~ / / . ' ~ . ~`S~tiq trail \ ~ \ ~ Q~ ~ M ~ ~ SEAL ~ ~ Orb \
/ x \ 1 p ,y ~ ~ IS LAN IS A FINAL DESIGN-
fq Q~ ~ , NOT RELEASED FOR CONSTRUCTIO 4 ~ \ ~
~ 1 dike P o ~ o o ath Shall Follow E •stin Trail 1o N ~ I r / m + ~ i/ ^i 0 UNLESS INITIALLED W ~ ~ N /DATED .l. 4R 1 \ _ _ \ AS APPROVED BY ENGINEER.
~ / F a~ `0 1 ~ \
J//// ~ / o I ' ~ \ ~ ~ 5 i~j INITIAL DATE Q ~(B 1
N ~ ~ . ~ F i
/ ~ FER I £I) + 100 ~ ~ 100 ~ . ~ ~ ~
~ 4 t ~ ~ k50 1 ~
r ~ ~Pl~ o SE S• o ~ .35'x35' ~ is S• • t~ ~ Q N
~R o ~ ~ Xp _ \ ' ~ . ~ ' S x GE ~ p1
o P ~ / ti s + \ oak' ~ PN ~ R 5 v ~R 0~ ~ ~ . ~ ~~6 ~ n~ ~R ~ ~ ~ F ~ i ~ ~e ~ ` ~ N v N g5 F~
~~t~• ~ t. ~ + ~ \ u°'. ` i FPE ~
5• \o \ 1 NORT \ \ \ ' - - _ - 1L HARROW
~ ~ P ~ ~ \ • ° ~ ~ ~ \ N / \ s \
NE o .'1 ~ 'F fs + o ~F O \ ~ ~ ~ l O ~ tP 0 20 ,0 80
+ / 00 ~ ~ + HIV 2k . - et, ~ \ ~ ,
a ® ~ ~ c or ANo ra S x Graphic Scale i" = 40 fE ry p
1 i w.. 1 - / ~ •e ~ h ~ ~ ~ 1 .683 ~1
/ 23+00 / FF s h FR ry ~ E~ ry P f i ~ f ry ~ A
/ h/ 16. ~ ~ ~ fl 1
DD - ~ 7 I ' \ r~ \ / N V
5 ~ ~ ° s ~ 27'x3~'A / / 27' / i / c'nv Z ~
- o \\\F NCDOT ~X / o NCDOT ~ s / ~ 1
I-7: ~ ~ BUNG ~ m koo a ~ , ALOW SITE I- \ . CO . ~ ~
Z5k 22' P 5 0° arallel Parking SOF ~ / 1 .68,. / ~kSO FPE ~
1: q \ ~ 5 k.. b' I I-a FES .
C ~ ~ • ~ \ o ~ / o,
' ~4 ~ o \ k o: + , , I . o ~ ~ ~
R1 1 d L=3? R1-1 I 0 0
R ~ 5 I I N, ,s ~ ~
- t~ ~ ~ / OQ 1N ~ . koo ~ y ~
~ r+' s \ \ ~ ~ 2, ~ a
1 ~ ~ .c ~
~ < 1 Ski y .k / ~ . N 0
s ~ I+ ~ ° • s , o ~ ' ~ r~
a ~ ~ 1 W
i' / ~ ~ N ~ End Private Drive ~ • ~ a 1 ~ N n
0.23 acres ~ ~ ~ c 2Dj' - 3: 22' ~ D ~ „ ~ , 5 ~ E Dumpaters I ~ ? o 0 5p ~ cd E"'~ D ~ y o . c .c RIM = A U
° • IN °z ~ ~ ~ r~- NC ro ose Z ~ ~ 1 IN N V1
S i .o a ° I ~ 5 / IN ° o ~ , .O ~ . O t ~ IN 0 1 f~ UT v v c^ ~ ~ ''Lj
•'y . 1i.; • ,.5.^ ~ .,x'• , i EIS y o ~ Zap , ~ ~ k ~ k S ~ 2~° u i- ur ose ~ 9 D t11 ~ ~ ~
•A~ / r. 5. Z D 7.0' cn -C 1 1 -c ~ O 1 ~ o fl ° ~ 0
~ ~ r ,p o • ie o ~ ~ a x i D / N ' G
i / d -c x.00 ~ ~ ~ see no e on ~ 1 ~
\00 k~ - - - - ~ D z C'4' ~
5 z ~ ~ ~ see o ° ~G 1
~ o o I 0.24 ~ ~ 05 ~ ' z acres ~ o ~ 6o R/W g,'+ K-1.3: SI + y rn
m GT
i ~ ~ S70'40'S9"W o ~ - - z , ~ 1
167.89' 5~ ~S. '
i 155• End of Public R W OF 200 y 1 ~ ~ m 0 0
Begin Private Drive - x q . 1 ~ ii .c r ^
K ' i ~ cif. a ~ ~n
~ f 4 A DEVE D Op( 1 LOPER 0~'1VER
I y i~ . AR • rovident Development
/ 5'W ~ ~ ~ m ~ ~ ~ Gro A 1. up, Inc.
54°5~ S , S ~ K 0: FES ua• FES o ~ 6707 Fairview Road
~ 1 D ' COMMON OPEN SPACE ~ suite e
m ~ ~ t y Charlotte, NC 28210 i ~ N 9.96 1 7oa- aC. rn ~ 367 0167
i + • -Z+ Vc w ~ ~
0 0 ~ Designed By
°5q~1g^W Z , ~ EDPA t
20' NO GRADING j~ ,00' ~ 6~ LIMITS ,W 1 Drawn By
q°5g 18 ~ 20'x2A'xai _ JDL DPW WJW EMH 20'>dA'xe.75 Rlp Ra ron Dafe
o S5 ~ •00' , NCDOT Std ~ / ~ 6 NCDOT Std. Gans A t~q p
~ \ ~ 9,1a,w ~ ~ 0.32 acres - gyp( 08 16 05 AR Revisions
v 5a°5 i S~ , a o~ 6~ ~ ~ ~ . ~ ~ ,1 . ~ I I K ~ 6 Gravel 6 Gravel Path ~ 1 8/25/65: County Comments
a S5AOO 61• / 7
1 ~ 19 ~p
°5c) 21 $5~ / w o o p / / Opp
0.20 acres I 01 20 g,W
s5 1 po / / 1 0.20 acres
6 1 1 p R 1 /
° 9~gW / 1 19
-''b1 •oo / 1 0.20 acres 1 5 ~
1 IF AN Y CONFLICTS, DISCREPANCI ARE DISCOVERED ES, OR OTHER UNSATISFACTORY CONDITIONS
n 20 -4-A Cl r s g ~9a , EITHER ON THE CONSTRUCTION DOCUM CONDITIONS, THE CONTRACT R MUST ENTS OR THE FIELD Sheet 7 55 NOTIFY THE ENGINEER IMMEDIATELY, of
x AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS DISCREPANCIES' OTHER UNSATI FACTORY CONDITIONS ARE RESOLVED. , project Number 04062

-
1 ' ~ io . ~ ~ 1 I
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SIGN; I z m , m l a~ o~
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RIGHT LANE i y ~ / ' ~ I v _ vv ONLY o ~
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, , ~ , I N a' ~ II 1 I ~ L
2+00 ^'1'ti..~~ o ~ ~ ~ ~ ~
, _ _ 1+ ~ ~ ~ -I - -I- _ 00 ~ dos ~ , ~ } _ ~~r wAUC - m m
n E I I ~ _ \ ~ M
48 OAK TREE / o I NO a 100 ~ ~ cc°DVp°'~
ako° ~i 0 ~ I EXI v uo~® w-ww w_.~.---~'--~'----•~•~.~,~..•"-~~ rv I 5900 E c ro N o
~?w r•ti„ pl 1 QO• ~ \ N ~ ~ C
~ ~ ` I r. ~ l,~ ~O \ c ~ ao ao a '~N ~I I ~ ~0
s 0 ~ i ~ I ~ ~ Exl ,~~°°m I Z ~ I t I / \ N U'
/ ~ kpp ~ O ~ ~
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/ / ~ , ~ , I ~ ~ ~ ~ I I I 1 ~ ~ ~,llUlll11,r1
/ / I 1 ~ \ Z~ RO
~ / ' p0 ~ rn
/ , O. , / 1~ , , ~
/ / I I ~ ~ ~ _ SEAL I ' I ' ~ _ _ ~ v A \ 028396
~ 6' 81KE PATH ~ / / I r I" ~ o ao <
' ~ /
/ X / ~O W m I F I N W C i/'~~y GINEE
/ ~ / , ~ " I W Z I ~ I I l r ' ~~n D, <N N v ( N , ~ ~ Rtltl
/ n~OV0~1 N I a I I ~ m ~~S
/ ~1 / zoN~ bl + I ~ SEA -~~~A° ~I o° I ' T
/ , kpp ~ / 8 ~ I , S A N DESIGN-
, / ~ ~ / ~ , o ~ I NOT RELEASED FOR CONSTRUCTIO ~ ~ I ~ I UNLESS INITIALLED/DATED
/ ~ ~ / ~ I 1 ~ AS APPROVED BY ENGINEER.
o ~ z O I, ~ 7 /
gkpp ~ I INITIAL DATE ~ I I
' ~ ~ ~ I O t I .i~
~ / \ ~ / x~ r '
, \ ~ ~ wn i
o ~ ~ ~ ~ I I ~ 0
1pkp / I I ' m I I 3
~o l N ~I ~
O I w. ~ ~ x °
~ \ / \ I ~ I ~ frI NORTH ARROW
F'~~S ° i ~ ~ .7J u 1 m ~ 0 20 ao
, ~p T~ qp G 1 i I ~ / ~
II ~ ~ I ~ ~
~ r Graphic Scale 1" = 40 it. I I
2y 1 ~ ~ fS ~pk n ysa~8 f
w1~.
N1~; k°~ ~ ~
V ~ ~ J'r~ s' el Z KE PATH /
1 ' f / i~ ~
k15 ~
SCR 9 ~ (IB 1 19
R 1 FFS ~ ~ ~ ~
0
f 1 ~ ~
c a+o° - / ~ 0 0
~ ~ ~ ~ yy ~16f~. U U ~ /
9k y 4 E~6a
y f P f ° ~ 0 ~
. 1 ~ .
N ~ ~ ~ G ~ 0 ~ 8 / / ~ ~
n i^ G \ ~ N T 'b
S ~ c ~ ~ fS ~ f ~ w moo D N
15 ~ Z ~ .6a~' 68 ' k 9` - 8 N E- ~ , t RS E"i
No 1 ~ fP / ,
~ a~ ~ - ~ i
( ; , • M to ~ L 1 b ~
. ~ ~ ~ N D 4 6hf 00 1~ ~
m ~ 1k2 Q / , / (Yi
y 1 z ~
k ~ EX. H 29 ~ 12k °o ~l RI = 681.55' ~ rn f f ~ n ~ I--I
IN~l. IN - 666.46' ~ /
~ .OUT = 666.35' ' COMMON OPENS ~ PACE ~
~ / 3.63 ac. ~ koo / i,. 13 /
O f m
1 1 ~ c I:. o
~ , ,r ~ m m o m
1 `4 ~ ~ 1 p0 ~ ° o s a ~ ~
, k a
~ DEVELOPER/OWNER
CROSSWALK A CROSSWALK B ~ 0 ` ~ rovident Development
1 ~ (see shee 9b) ~~5k (see sheet sb) END OF NCDOT MAINTAINED n ~ k JED Group, Inc,
~ k INTERSECTION A ' BEGIN TOWN OF DAVIDSON 1 ~ °o (see sheet 9b) ~N - 6707 Fairview Road
/ E ~ / C ° Suite B f CharloHe, NC 28210
O ik ~M 4 ~ ~ 4 0 21 704-367-0167
1 1~ ~ ~~gGOo . ~ p0 g3 ~ 31 ~ gp Designed By
R3- Y`~ 6k 6 L # r g0 SIGN ( 16) ~ ~1 pE ~ NE N M v. 6 p BIKE L f ~ P ~ ~~p LE a~ 5 LANE ~ 1 t•~Y' G ti . 6
~ 0 0 ~ F~ SE 00 ENDS ~ ~ IK L OSS f~0 EDPA
~ E I / GR ~~NG / ~ ~ u~ ) ~ G f Drawn By
JDL/DPW/WJW/EMH Date
w TIMBERWOOd / ooh o• ~ GUA D IL f ~ 9 08/16/05
~ cP ~ s68~'S O ~ 'Y, O Revisions
w p0 ~ ~ -n E o Z Z Z 8/25/05: County Commenis
1 +00 tR~'~) 4 ~ ~ ~ ~ ~ • ~ ~ ~pti ,68~ 66Ft
a y 4f G p PE o ~ Z t~ 4
0 4 / ~
koo f
w 4 O ~,NS
13
65 9.grj
f f
50 5 Z IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITION ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS S
CONDITIONS, THE NTRA TOR MUST NOTIFY FIELD 55 THE ENGINEER IMMEDIATELY, ~ of D SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIE
a x IOR OTHER-UN SATISFACTORY CONDITIONS ARE RESOLVED. S Project Number 04062

~~1 ~ _ 1
~ ~ ~ ~i
~
I ~i ~ ~ _
~ ~ ~ ~i ~ ~ ~
~ ~
~"C ~
~ ~ ~ ~
~ ~ m
- t~ ~ .u. L
U m
r rn
~ J/ L 'L ~ ~
~ ~
m a m "
J Reversed LS' std curb 9' trove) lanes s' travel lanes
6' plonting 4' bike lane 4' T Ick S eed Bunp 4' Thl strip 6' plantin 4' b~Ce lane ~ 0 r..~
u`^p g 2-10' travel lanes ex s~ a ez sl .e
.sloe 2Y. so S flp d Bunp
REFERS TD R EFERS TD PROPOSED PROFILE PROPOSED PROFILE a O N
1,5' std, curb, typ, a no a 2X Slope v: L w
53' R/W 6' planting ~
5' sidewalk - strip m 2-9' + + travel lanes m m
e 1 O 1.5' std, cur i c _ 4' Thick S eed 5' sidewalk a o 0
r o o p. ree 5' 3 Rtght of Woy Bur, ~e 2XSI p CNO~•a
W1 • arse 0 p ~
n erse c lon REFERS TD m a + . Y1~ W C PROPOSED PROFILE ~ ~ °p °0 0
aln • ree 1.5' std, curb, typ, w o 0 o v
wl 1 e a ne s R/W a L n n m 0
wl als e ne rse ¦ N ~ ~ w b
C1 on el or 00
r e ..I., e
a~ w C 1 a ~x . AR 1 o S e I1 . . ~'ES s ~ . z ;
K HANDICAP ~ ~ Dr N RAMP (TYP) eA , 0.•'~ ~o'• se a c . 10 n .~.Q
~ a ~
W M Q SEAL 028396
M3 ~lr 4t' :
a i N E• ~
b ~ i,
~ O nnii~
~ , ' aEG END NCDOT MAIN ZS TENANCE SE OS BEgNNING OF TOWN OF DAVIDSON
Gp~ ` in ~ B CFOSSWALK . 0 P O ER rCDOT S I ~ TD. (STA. 14+61,30) HI LAN IS A
Lq~ \ 1 NOT RELEA FINAL DESIGN- SED FOR CONSTRUCTIO
~ ~k UNLESS INITIALLED/DATED
C L. AS APPROVED BY ENGINEER.
L , `Dr ly ~ ~ 1~r 10' ASPHALT BIKE PATH INITIAL DATE
~k eT ~k
~ a rt ~ Abe a~ ~ ~K ~o ~ ~ ~
0 R wP ~ ' . IDE 1N CURB AND SIDEWALK TRANSITIONS FROM ~ ~
2 8~ i cr pF 5 D 0+ ~ t?~ 00 ~ ~ INS R~ 6" TO 0" IN 10' ~ ~ ~
eE 8 rad fo
1 + 00 n~R n rd aeER wooD ~ P + ark i~
- ~J cp. GUA GUARDRAIL ) D ' t~ rive
O ~
O ~ cq• . ~ ~ NORTH ARROW
L ~ ~ ~ i o ~
G ~ ~ ~ 9 ° 20 40 00 19+50 . ~
L~ ' Graphic Scale 1" = 20
ft.
_--t_ 0 0
.r 1
s, / ~ ~ CROSSWALK ! ~
!0' ASPHALT / PER NCOOT STD ~ m _
BIKE PATH / i / ~ / ~ ~
10' ASPHALT ~
/ ~ BIKE PA1H i~
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INTERSECTION B
CROSSWALK
INTERSECTI J~CTION C [AND ANY CONFLICTS, qp
RE OISCpyERED, p ANCIES, OR OTHER ~SATISFAC
ONDI11pNS 1F#R THE CONS CO TRUC110N TORY NDITIONS , THE MUST NOTIFY DOCUMENTS OR THE FIELD SHALL NOT COMMENCE OPERATION THE ENGINEER IMMEDIATELY Sheet
R 0 NSATISF UNTIL 1HE CONFLICTS of 55
CONDITIONS AR VED , DISCREPANCIES Project Number 04062

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I I ~ A I r y V~ , ~ / ~ I~ i PROPOSED (
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VERNER & SPENCER ' ~ ~ I Ofl 7549-464. \ ? i \ /~11' t 5 CONTOURS a: m
- -907.-pA3f02 .?`.._T ~ : . . ~ ;HUNTER SWHISNANT ~r '.~R. _ - - - - ~ ~ , _ r , !CB 3620792. WER T - - 1 CONTOURS ~ ~
- V1 A V V - n eq` DUKE PO rri ,..`;''.tl0T-Q91~- - ~ '?'-°---^,-~--__`_BB PUKE POWER CO: GNTOr-.WAY \ . ' / ~ Q Co:.RK~I OF WAY ~?I - may'.. 1 ' ~ - _ ' E :t~-- NIO 1' E ,.,1,_ I1 \ I ~ w _ _ _ 1 _ _ . _ _ 1 - 11 d b COf.RIGHT OF WAY ! I rr ~ ~ 5D SD --ter-~ U ~ ~ - ~ STORM SEWER L rn ~
' ~ ' _ _ ' _ _ I II STORM SEWER ~ ~ D m
~ \',1 - - - - - _ _ - - - - I r'r 1 1 i~ r`, / ( Ir, \ ' 'fir , - r . . , I- I' I II I ; I ,a,' i tit tab- ta7 ( 1 ~ l /I ~ + ` r~ l,'-" I MANHOLE MH a'rn o ~ , ( ) - ~
, i,~ i \ p m a N - ,~.:;n.,, GRATE INLET (GI, YI)
1 o. - -.,.-N I'L.. - I'I PI ILw C- ' ~ ~ ~ \ ~ y, l ' 1.', \ 1 ~ i / i 1 _ _ v ~v f ~ c c c ~ ,n o o 0 . ~ \
- - - " ~ SLAB INLET (SI)
• - ' _ I. ee ' II Ip . I 0 ~ tt7 III I li ~ ~ 1 1 ~ ~ \ ~ 1 t ~ k
4a 1 ~ 1 I ay I ~ I m no ,ou .toe I ? 1 $ \ V 1 1 V~ ~ :r ' _ _ ' , ~ II I'' ! ' I ~ wr- r- ' r_ - - =1 I I ia7 . ,>V ~ V ~ i 1 t, ( 1I I ~ r ~ \ ~ ~ - ~ ~ - FLARED END SECTION
yy r . _ ~ , o la ~ - ~ d ~ . FES "
i ~ - i t r \ I - y a .
_ ~ . I" R , i ~ I e7 ~ ~ ~I , I c'. ` 1 I la \ 1 t r 1 , I Iv dr ~ ~ ~ 1 ; a ~ , I I _tn L- ae I .ao ~ w y~ t~ , , \ \ t >r\ ` ' ' ~ , . L - - ~ HEADWALL (HDWL)
i 'I I L - ~ - i ee , ) ea ~ I ~ r I .'too = ~ ~ I . " . ° , , 1~ . \ + , 1 \ • , "f r'bW / Q 0
1 ' I I . 1 IY. ~ , v
` - _ _ ~ - , _ ~ i ~ I _ " ~ li ~ r~ -ONLYCLASS III REINI L , ILY CLASS III REINFORCED CONCRETE PIPE TO BE USED UNLESS OTHERWISE NOTED- ~ C N N ^ m
HUNTER 4. HIS~AN7~-- a, ~ UN TO BE r \ ' Z-R DB,362. L92., ~ _ 1 II. oD7-ja _ r ~ ,1 . y ea . r~:. 'M i ~ " u. ~ "'INDICATES USE C -RUN TO BE CLASS IV REINFORCED CONCRETE PIPE a~o~® 'INDICATES USE OF 0-RING TYPE JOINTS MANDITORY E c 0D c0 N ~
..-'i 69 ~ I ~ I~ ~ AO 1 : - ' .~..w _ EXISTING o
ro+ _ rT±'. 70. I I L- ~1L-_JiL-~ ~~I 1, \ , eT I' 92 ,r _ ° GroundlRim InvertDn ~ 10 m o o v -
,r - as , - t ne = _ ~ ~ ~v i ~t ~ ~,A vv \ ~ ft ft - a ID U InIetID Down Pi Len th Pi a Size in Slo e k GroundlRim InvertU - - 795 5 %ON TOU R S c 00 ~~n ft ft ft in Elev U ft it Elev Down ft it
- - _ . _ _ p ' ~ n 1. I II _-,4~ i ~ _rsti+na u n ' n \ ; MH A-0: FES 1 ~ 1 A-1: • . ` - , ~ ea 1164 i , 7 \.?i - I : ~ i ~_J Las i ~ ~ _ ~ . \ r I , r I ee , , , . , \ r ~ i k~ i A-2: GI A-1: MH . 47 740.06 0 740 N ~ ~ m •1.MH A-0. FES 12 15 0.5 7 1 CONTOURS
_ , - , -2: GI A-1: MH 29 15 10 755 746.4 747 743.5 ~•3: CI A-2: GI 99.62 15 1.91 757.25 753.4 755 751.5 ~ ' STORM SEWER
"1 , ~ ~ I 72 I I I' 19' I I ~ ~ ~ ~ ~ ~ = 1 - WESTMORLAND R Y b SfiNS, INC A-2: GI ~ ' I I ~ ~ ~ t. ~ ~ _ I + \ 1 1 DB. 327a-zn A•3: CI 1. \ I - ~ ~ t ~ r , ~.r ~ , ~ \ i oo7-zBro6 A-0: CI A-0: CI , I; 1 ?i - - ~ ~ ^ ~ ~ ~ \ Inlet ID U InIetID Dox I-0: CI A-0: CI 30.07 15 0.5 757.25 753.75 757.25 753.6 . _ _ _ - SANITARY SEWER
~ , 1 1 47 l I. - ; ~ ~ mo'w`,., ` \ \ _ - ~ , . , 1' ft \ 't ID U InIetID Down Pi Le th Pi a Size in Slo % GroundlRim InvertU GroundlRim InveADn ~ CARP EIevU ft ft ElevDown ft tt - - ~ FORCE MAIN ft ft ft m _ ~ 0 .•.oFESSioN•. ?
. t - ~ _ _ ~ ft q it I,IM i n ea 1 1' 1 i-i: Gl E-0: HDWL 61 36 0.51 702.5 692.31 695 692 ~ $ , •Q~ 4j _ "~"t+~ - 16 WATER LINE ;
I t , _ III II n" I ~ ~ ~~i ~ a`, , yv;. ~ V`. E-2: GI E•1: GI , I 1 . _ \ \ ~ : I ~ - :-2: GI E-1: GI 51 30 0.51 703.5 694.26 702.5 694
{ ~ 1 • ~ ~ . :-3: CI E-2: GI 100.36 30 2.08 703.99 696.55 103.5 694.46 WATER LINE = ; SEAL -3: CI 19.97 30 0.5 703.99 695.85 703.99 695.75 028396 CI E •
_ , . _ \ - . . ~ 1/ ^ \ a(" ELI: CI E-3: CI E-5: CI E~: CI _ - . CI 112.3 30 0.5 707.2 696.55 703.99 695.99 STORM SEWER : ~5:CI E
, t- 7e _ c ~ ° . ' ~ ~ ~ , ~ , ~ 1 I' ',i E-0: CI E-5: CI ` ~ - I \ 1 ~ , ~ ~ ~ ~ ,7 ! - ~ ~ ~ fi ~ 1 e 1 ° ~ V ;p E-7: CI E-6: CI 18 0.5 707.2 699.43 707.2 699.33 ~ I 19.99 ~:'C~ . :~:cl E-5:C MANHOLE MH e 7: CI E-6: CI 58.83 18 0.51 705.16 700.23 707.2 699.93 C I EE ~
' _ _ y.-` \ _ 105.16 700.58 705.16 700.48 CURB INLET (CI) CI E 7: CI 19.97 15 0.5
_ ~ ' ~ I 1 i • - 701.01 703.99 700.78 ~ III' ~~1 d.1:Cl E•4:CI 45.45 15 0.51 7a.5s GRATE INLET/YARD
' \ ' 1 \ , , i 1 E•4.2: CI E-4.1: CI . T` r~ _ _ d.2: CI E-4.1: CI 19.94 15 0.5 704.56 701.31 704.56 701.21 9 ~ 6> INLET (GI/YI) -4a: SI E-0: CI 23.16 15 5.01 706 701.65 703.99 700.49 SE
, ~ - r- i - ; -5a: SI E-5: CI 16.95 30 7.96 106 700.46 707.2 699.11
V , I' , . I - ~ c u . ~ 1 ' \ ~ 1 ~ i E-6.1'. CI E•6: CI _ , . ( , r _ _ \ 1 _ p ~ s IV A \ ~ \ •6.1'. CI E•6: CI 49.42 15 9.13 710.61 706.81 707.2 702 T S LAN IS FINA DESIGN- ~i.2: CI E-6.1: CI 20 15 0.5 710.37 707.11 710.61 707.01 NOT RELEASED F ONSTRUCTIO
' \ ~ .n ~ i \ 1 1~ \ \ Inlet ID U InIetID Dov et ID U InIetID Down Pi Le Ih Pi Size in S GroundlRim InvertU GroundlRim InvertDn UNLESS INITIALLED/DATED
I . A, I ~ ~ a I 1 h ~ I ~ \ \ 1 \ 1\ ft ft ft ft ft in Elev ft ft Elev Down ft ft Inlet ID U InIetlDDown ih Pi Size GroundlRim In GroundlRim InvertDn AS APPROVED BY ENGINEER.
1 A~~xANOER RusA~. I ~ , . ~ i ' ` i I 1 \ ~ \ 1 ~ \ \ M-1: CI M-0: FES - i~ . ' I Ih p1- - i' ` i It : " 1 1 1 ; \ 1 `i : M-2: CI M-1: CI ~-1: CI M-0: FES 21.77 15 0.51 687.31 683.51 684 683.4 ft in Elev U it ft Elev Down ft ft / ~-2: CI M-1: CI 19.9 15 0.5 867.31 683.81 687.31 683.71 I-1: MH I-0: FES 41 36 0.51 694 680.21 680 680 INITIAL DATE
- oPz ul,-oa - a\ s I,~ I ~ 1 1 i Inlet ID U InIetID Dw et ID U InIetID Down P' Le ih P' Size Groundlf8m InvertU GroundlRim InvertDn I-2: CI I-1: lW 30 0.5 695.71 687.96 694 687.85
rl, 1 , 1 ` ,1 t . ~ ft ft _ _ I ' - "l4 ~ , r , ~s. + , + b', iii \ . ft ft ft n Elev ft ft Elev Down ft ft I-3: CI I-2 p 140.17 24 0.5 693.76 689.16 695.71 688.46
N o , , , , , \ , , I ! r 1• t ~ N-1: CI N-0: FES , . , ~ , 1 J-1: CI N-0: FES 19.46 15 0.67 686.14 681.13 682 681 I-4: CI I~: G 44.81 24 3.95 695.43 691.13 693.76 689.36 J-2: CI N-1: G 20 15 6.55 886.14 682.64 686.14 681.33 I.5: CI I~: q 143.86 18 6.13 704.45 700.45 695.43 691.63
_ . _ _ ~ \ ~ ~ a 1 Inlet ID U InIetID Dor 1 'i i et ID U InIetID Down Pi Len th Pi Size in Slo tiioutdllSrn IrnertU Ground/Rim InvertDn I-0: G 15: G 113.63 18 4.36 709.6 705.6 704.45 700.65
I I 1 616'1 ? II 17 I ! t 1 , i `<`I : \ \ \ ,6 1 ~ ~ I' i K-1: CI K-0: FES ft ft ft In Elev fl ft Elev Down ft ft i-7: G I$: G 160.85 18 2.95 714.34 710.54 709.6 705.8 (-1: CI K-0: FES 21.94 30 0.5 684.69 679.49 680 679.38 I.B: CI I-7: CI 37.08 15 1.9 715.58 711.68 714.34 710.89
- >e;, ~ \ ' / I (•2: CI K-1: G 19.97 30 0.5 684.69 679.79 664.69 679.69 I-9: DBL G I$: CI 41.04 15 0.51 715.49 711.99 715.49 711.78
. - ` r +I I - ' ~ ~ "r" ° ~ S~ + \ ~ \ T; , j i K-3: CI K•2: CI r;, - , - , g l <-3: CI K-2: CI 74 30 1.78 666.01 681.11 664.69 679.79 I.2.1: G 12 CI 53.41 18 2 696.25 690.56 695.71 689.49
_ ,i- 6; ! r. `ti ~ • , a 8"." CD Rl ULtu"~R BAILEr ~ _ 1 ~1~AV r ~ ; ; ~.a pOWE~ ~ ~ nB. za~~-3o6' 1 _ , 1-a'Y:,i/. K~4.1: CI K-0: CI , I - (•4: CI K-3: CI 100.87 24 7.2 693.27 688.87 68(1.01 681.61 I-2.16: G 121: G 23 15 4.35 696.25 693 696.25 692 X4.1: CI K-0: CI 20.03 15 0.5 893.27 689.77 69327 6.67 I.3.1: CI I.3: G 19.12 15 0.52 693.76 690.26 693.76 690.16 s~
+ \ T'I ii : , t L.;, :.pUK~• ;007-L5220..,i ,t : , I 1°t_~~• I ~ r , 1 , 2p0/ ~ . K•1.1: CI K•1: CI :•1.1: CI K•1: CI 45.66 15 0.87 665.24 681.32 664.86 680.89 I-0.1: CI N: G 30.08 15 0.5 695.43 691.93 695.43 691.78 NORTH ARROW
1 I r ~`I f. ~ i v ? : = / ~ ~ ~ " I ~ K-1.2: C1 K-1.1: C1 .i' _ - ' I ! r I, ; ~ ~ ~ ~ r K•1.3: GI K-1.2: CI ;1.2: CI K-1.1: CI 20.05 18 0.5 665.42 681.62 685.17 681.52 I-5.1: CI I•b: G 30.1 15 0.5 704.57 701.07 704.45 700.92 •1.3: GI K-1.2: G 24 15 0.63 886 682.07 866.42 861.92 -2.2: DBL 121: G 44.55 15 9.07 698.5 695.05 696.25 691.01 p 100 200 400
I \lu i ,1 T , ° w- ~ Kea: CI K-3: CI ;~a: CI K-3: CI 20 15 0.5 686.01 682.17 666.01 68207 1-2.3: CI I-2.2: DBL CI 144.93 15 4.17 704.75 701.3 698.5 695.25
: ~ . •.j L!I : \ x ~ ~ ~ z ~z\, ~ ` , I sr ' EAND R r e DNS, 1NC. \ K-3.1: GI K-3: CI T I I r' ' \,Ses ~ . DB. 3218-217 - - , , 7~ og W r ' _ -ISZ-16 \ K-5: CI K~: q -3.1: GI K-3: CI 24.86 15 0.52 666.01 682.5 686.01 682.31 -2.4: DBL I-2.3: CI 130.95 15 5.15 711.5 708.25 704.75 701.5
~ In „+I r t s ,,ro4~. - I ~o" x 007 K~S:q 1 I' ` I K-6: C1 , ; K-5: CI K~: G 49 24 10 698.96 693.77 693.27 688.81 13.2:CI I.3.1: CI 25.16 15 0.52 693.51 690.59 693.76 690.46 Graphic Scale 1" = 200 ft. K-6: CI K-0: G 58.5 24 10 705.6 700.43 698.98 694.56 I-10:G I-9: DBL q 65.73 15 3.04 717.49 713.99 715.49 711.99
K-7: CI K-0: q . K-7: CI K-0: G 77.37 18 10 715 709.54 705.6 101.8 Inlet ID U InIetID Dorn P' Pi Size n S °,b GroundlRim IrnertU GroundJRim ImertDn
. ~ `;.6'oe•w! / - . - , 0 p', ii K-0: CI K-7: CI . _ . K-0: CI K-7: CI 149.98 15 1.63 726.4 722.6 715 711.15 it n Elev U ft ft Elev Down ft it
1• , 1 , 1 ~ - I ~ : CI , ~ , ~ K-5.1: q K•5 K-9: G K~: CI 34.22 15 1.02 726.84 723.14 726.4 72279 J-1: CI J-0: HDWL 85.96 36 0.5 704.91 699 699 696.57 5.1: G K-5: CI 126.63 18 0.62 699.87 695.57 698.96 ~IJ6 J-2: CI J-1: CI 25 30 0.8 704.91 699.7 704.91 699.5
, ~ , ? N BA 1. I \ K-5.2: q K-5.1: C ICY , -5.2: G K-5.1: CI 19.99 18 0.5 899.67 695.87 699.87 896.77 J-3: G J-2: CI 86 15 1.41 706.12 702.87 704.91 701.66 ~
` R~ 1 \ \ \ K-5.3: q K•5.2: C .\i ' I AD SR -5 4• , _ 5.3: G K•5.2: CI 51.27 15 0.59 10017 696.47 699.67 696.11 J•2.1: GI J-2: CI 52.09 24 6.34 708 704 704.91 700.7 -5.4: CI K-5.3: CI 91.46 15 5.37 705.78 701.96 700.27 NT.OS J-2a: G J-2: CI 75.54 18 0.5 705 701.38 704.91 701
I" ~ 'CARL BAILEY ; ,G41 . 1 : 11 - . . i _ De. ozase X06 K 5.5: q K-5.4: C - . " , 1 I ;-5.5: G K-5.4: CI 19.95 15 0.5 705.78 702.26 705.76 70216 J-2b: G J-2a: CI 24 15 0.5 705 701.75 705 101.63 ^
L_. , . - oat=152-2i K-5.3.a:G K-5.3: C _ , ~ ~ \ •5.3.a:G K-5.3: CI 20.19 15 0.5 700.27 696.77 700.27 698.87 -2.2: HD J-2.1: GI 120.79 24 5.63 716 711 708 704.2 ~
(•&.1:G K-6: CI 21.5 15 0.51 705.6 702.1 705.6 701.99 J-2c: CI J-2b: CI 40 15 9.38 708.75 705.5 705 701.15 (-7.1:G K-7: CI 12.9 15 0.66 715 711.5 715 711.35 Inlet ID U InIetID Down P' P' Size n S GroundlRim In GroundlRim InvertDn
, IdetlD InIetID Doi let ID InIetID Down P' Le tlr P' Size n Sb % GroundfRim knrertU GroundlRim MrvertDn ft it ft m Elev U ft ft Elev Dorn ft ft r--{
ft it RADING AND DRAINAGE NOTES H-1: MH H-0: FE; ft ft ft in Elev ft Elev Down ft P-1: CI P-0: FE8 23.58 36 0.55 707.15 700.31 708 700.18 ~ 704 699.4 700 699.35 P-2 G P-1: G 30.41 30 21 707.15 701.45 707.15 700.61 ~ W i-1: MH H-0: FES 9.51 24 0.53
~ STANDARDS FOR DESIGN RE BASED UPON H 2: CI H-1: Mh 24 2.99 709.69 704.04 704 899.6 P-3: CI P-2: G 5539 24 3.61 708.15 704.15 707.15 702.15 f-1 H 2: CI H-1: MH 148.29
1, EXISTING TOPOGRAPHY AND ROADWAY DATA SHOWN A 11. The interior surfaces of all storm drainage structures shall be pointed up and TOPOGRAPHIC SURVEYS BY: 1. All storm drainage design shall conform to the standards and specifications as H~: CI H-2: CI H~: CI H-2: CI 20.31 18 0.54 708.65 704.65 709.69 704.54 P~4: CI P3: q 13126 24 3.96 714.98 709.85 708.15 704.65 ~ 0
- al smoothed to an acceptable standard using mortar mixed to manufacturer's H~: CI H 3: CI ENVIRONMENTAL DESIGN, PA SURVEYING provided in the Charlotte-Mecklenburg Storm Water Design Manu , H~: CI H-3: CI 122.77 18 8.34 719.79 715.09 708.65 704.85 P-5: CI P~: G 207.41 24 6.86 735.9 725.2 114.98 710.98 U U 'Z H-5: CI H-4: CI 20.03 18 0.5 719.79 715.39 719.79 715.29 P-0: CI P,rx G 125.02 15 9.9 746.98 740.67 735.9 728.29 N y
CONTACT: TOM MONTGOMERY rlotte-Mecklenbur Land Development Standards Manual, or the more restrictive specifications. H-5: CI H•4: CI . MAIN STREET, SUITE 204 Cha 9 20816 N of any standards that conflict. 12. All i es in storm drain structures shall be flush with the inside wall. H•6: CI H-5: CI 18 7.83 726.38 721.98 719.79 715.59 P-1: CI P-0: G 30.02 15 1.17 746.98 143.75 746.98 143.4 di F~ H-6: CI H-5: CI 81.64
CORNELJUS, NC 28031 P P H-6.1: CI H-0: CI 1.6.1: CI H-0: CI 19.97 18 0.5 726.38 722.28 726.38 722.18 P-4.1: G P-4: q 30.01 15 1 714.98 711.55 714.98 711.25 I-0.2: CI H-6.1: CI 55.89 18 6.98 731.39 127.5 726.38 722.48 P-4.2: GI P-4.1: CI 113.47 15 5.24 720 717.75 714.98 711.8 A 1-~
(TEL) 704-896-8020 2. Adequate storm drainage shall be provided throughout the development by means of H-0.2: CI H-6.1: C railed channels. All i e shall be of adequate size 13. Any storm drain structures over three (3) feet and six (6) inches in height must H-0.3: CI H•6.2: C i-0.3: CI H-6.2: CI 27.43 15 0.51 731.39 727.89 731.39 127.75 P-5.1: G P-5: CI 29.93 24 1 735.9 725.7 735.9 725.4 ~j $-1 a
ND SITE PREPARATION WILL CONFORM TO SPECIFICATIONS AS storm drainage pipes or properly g P P in have steps in accordance with standard details set forth in this manual 2. ALL GRADING A and copacit as approved by the City/County Engineer, to carry all storm water ATION PREPARED BY: Y. H•7: CI H-7: CI H•&: CI 167.34 15 7.48 739.09 735.39 726.38 7?2.68 P52: q P5.1: CI 43.44 24 0.69 729.5 726.2 735.9 725.9 Q 39.09 735.59 P-5.3: GI P52: GI 117.29 24 0.51 729.5 727 729.5 726.4 U1 Q
GIVEN IN REPORT OF GEOTECHNICAL INVESTIG its drainage area. 14. All frames, grates, rings, covers, etc., must conform to the standards set forth in H$: CI H•7: q FROEHLING & ROBERTSON, INC. H$: CI H•7: G 49.02 15 2.28 140.5 736.7 7 ~ 0.59 740.5 197 740.5 736.9 Inlet ID NietlO Down P' Le th Pi a Size n Slo % GroundfRim InvertU GroundlRim InvertDn b H-9: G H$: CI 16.92 15 ~ W
IT this manual. H-9. q H$: CI CONTACT: JEFFREY K. YODER, E 3, In accordance with Section 12.603 of both the City and County Zoning Ordinance, InIetID InIetID Da Ilet ID InIetID Down Pi Len th Pi Size n Sb Grorridlit'm Irnrertll GroundlRim InvertDn ft it m Elev U it ft Elev Down ft ft • ~ ~
2505 HUTCHISON-MCDONALD RDAD 269 the City/County Engineer shall review the drainage plan for compliance with the 15. All railed creek banks and slopes shall be at a maximum of two (2) feet ft ft CHARLOTTE, NC 28 9 Elev Down fl fl C-1: CI C-0: HDWL 27.43 15 0.51 684.91 680.14 680 680 ~Q ft ft ft m ~ C-2: G C-1: CI 26.18 15 .5 684.83 661.33 684.91 681.2 ~ ~ G1: CI G0: FES 36.07 30 0.5 713.27 708.17 710 707.99 _ 0 ° ~ ~ ~
standards contained in the current edition of the Charlotte-Mecklenburg Land G1: CI G9: FE~ TEL [phone] orlotte-Mecklenbur Storm Water Desi n horizontal to one (1) foot vertical (2:1) and not to exceed 10' without terracing. ( ) Development Standards Manual and the Ch g 9 G2: CI G1: CI G2: CI G1: CI 91.32 30 6.22 719.3 714.05 713.27 708.37 Inlet ID IrietlD Down P' Pi a Size n Sb /o GroundlRim InvertU GroundlRim InvertDn Q U
3. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA. LOCATIONS OF Manual and all other relevant and appropriate standards established by the G3: CI G2: CI ft ft in ft Elev Down ft ft G3: CI G2: CI 30.01 30 0.5 719.3 714.4 719.3 714.25 Elev U tt ~ H
GINNING 16, All backfill shall be non-plastic in nature, free from roots, vegetative matter, EXISTING UTILITIES, AND ALL OTHER SITE CONDITIONS PRIOR TO BE Town/County Engineering Department. G4: CI G3: CI waste, construction material or other objectionable material, Said material sholl be G~: CI G3: CI 154.3 18 8.68 732.51 726.79 719.3 715.4 QD:HDWL Q1:FES 41.13 15 2.43 714 713 714 712 ^ ~ Q G5: CI G4: CI 71.01 15 1.15 733.86 729.86 732.54 729.04 Inlet ID irietlD Doom Pi Pi a Size n S % GroundlRim InvertU GroundlRim IneertDn b
CONSTRUCTION. G5: CI G4: CI r rid water level is like) to be capable of being compacted by mechanical means and shall have no tendency to 4. Sub-surface drainage shall be provided where the g ou y flow or behave in a plastic manner under the tamping blows or proof rolling. G~: CI G5: CI ft ft in Elev U ft ft Elev Down ft ft d' G~: CI G5: CI 20.01 15 0.5 733.86 730.16 733.86 730.06
4. ALL STORM SEWER PIPE TO BE RCP, EXCEPT near the surface. In capillary soils, the water level should be four (4) to six (6) feet G7: CI G6: CI G7: CI G6: CI 131.6 15 4.72 740.28 736.58 133.86 130.36 ' Z1:MH 'ZO:HDWL 35 24 0.51 702 697.4 699 697.22 ~ G7: CI 49 15 3.9 742.48 738.69 740.28 736.78 22:HDWL °Z1:MH 318.19 24 4.52 712 712 702 697.6 G8: CI
WHERE NOTED ON THE PLANS OR REQUIRED BY JURISDICTION. w the surface to revert the rise of moisture into the subgrade. Four (4) inch belo P 17. Materials deemed by the Engineer as unsuitable for backfill purposes shall be G8: CI G7: CI G-9: G G•8: CI 17.01 15 0.53 142.46 738.98 742.48 736.89 Inlet ID b1etlD Down Pi Le P' Size In GroundlRim InvertU GraundlRim InvertDn
N. FOR STORM SEWER STAKING SEE PVC or corrugated metal pipe with open joints or perforations shall be used to lower removed and replaced with select backfill material. G9: q G•8: CI G1.1: CI Gi: CI 5. FOR DIMENSIONAL LAYOUT, SEE SITE PLA ground water in low areas in the street "r1.1: CI Gi: CI 32.22 15 3.48 712.99 709.49 113.27 708.37 '11 fl ft In Elev U ft ft Elev Down ft ft
UTILITY PLAN. 18. Backfilling of trenches shall be accomplished immediately after the pipe is laid. The G3.1:GI G•3:CI 3.3.1: GI G•3: CI 106.55 24 3.47 723 118.6 719.3 714.9 D-1: MH D-0: FES 24.06 30 0.5 730 715.12 715 715 ~ 32: HD G3.1: GI 45.78 24 0.5 716 716 723 715.77 D-2: CI D-1: MH 33.31 3D 1.41 730.79 723.03 130 722.56 r-1
GRADING & DRAINAGE FACILITY DETAILS, SEE DETAIL SHEETS. GENERAL NOTES fill around the pipe shall be placed in layers not to exceed eight (8) inches, each 2: HD G3.1:( 6. FOR layer shall be thoroughly compacted to 95% of the maximum density obtainable with G4.1: CI G~: C r4.1: CI G~: CI 43.86 15 8.64 735.94 732.83 732.54 729.04 D-3: CI D•2: G 93.66 30 5.36 733.35 728.25 730.79 723.23
7. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER (SEE PLANS). hall conform to the latest edition of the NCDOT Standard the Standard Proctor Test (a density of 100% Standard Proctor is required for the Inlet ID U InIetID Dc 1. All work and materials s ft ft Grouldll6m Im~ertU GroundlRim IaverlDn D-4: CI D-3: p 59.11 30 0.68 733.85 728.85 733.35 726.45 let ID U InIetID Down Pi Le fh P' Sim n
M TO S ecifications unless otherwise specified in this manual. top eight (8) inches). ft ft it m Elev ft Elev Dorn D-5: MH D~: p 105.55 30 2.25 736.21 731.32 733.85 728.95 B-1: CI B-0: FES 11.01 30 0.51 694.12 684.36 684 861 D-6: CI D-5: MH 34.29 24 2.74 737.36 732.76 736.21 731.82
8. ALL CONSTRUCTION WITHIN STREET RIGHT-OF-WAY SHALL CONFOR P B-1: CI B-0: FE APPLICABLE STATE AND LOCAL JURISDICTIONAL REQUIREMENTS. B-2: G B-1: CI 19.95 30 0.5 694.12 6.32 694.12 689.22 D-7: MH D-6: G 120.62 24 3.28 741.32 736.92 737.36 732.96
nl class III reinforced concrete pipe is dlowed within the street pavement, right of 19. Compaction requirements shall be attained by the use of mechanical compac Ion B-2: q 8.1: CI 2. 0 y asements exce t for culverts equal to or greater than (60) sixty methods. Each layer of backfill shall be placed loose and thoroughly compacted in B 3: CI 8 2: CI B-3: CI 8-2: CI 141.82 24 6.83 703.81 699.41 694.12 689.72 0-7.1: CI D-7: MH 55.94 15 0.5 742.07 738.08 741.32 737.8 m B~: CI B-3: CI 190.47 24 9.44 720.68 716.28 703.81 698.3 D-7.2: Ct D-7.1: G 16.2 15 0.56 742.07 738.37 742.07 738.28 c ~ o
9. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED, AND RIPRAP MUST BE way and drainage e P place. B~: CI B-3: C PLACED AS NECESSARY TO CONTROL EROSION. inches in diameter. For culverts equal to or greater than (60) sixty inches, B-0: G B-4: CI 336.2 24 3.16 730.37 725.96 720.68 715.32 D-7.3: CI 0.72: q 132.62 15 1.39 744.2 740.41 742.07 738.57 0 ,o
aluminum i e is allowed if it has a concrete poured invert. B~: q B-4: C' corrugated steel or P P 20. Under no circumstances shall water be permitted to rise in unbackfilled trenches g.6; q B.S; C B4i: G B-6: CI 57.44 24 1.03 730.86 726.75 730.31 726.16 D-7.4: CI D-1.3: G 16.23 15 0.55 744.2 740.7 744.2 740.61 0 o t
10. GRADING CONTRACTOR 15 RESPONSIBLE FOR STRIPPING AND STOCKPILING OF Minimum gauge for metal pipe shall be 14 gauge. after the pipe has been placed. RADING CONTRACTOR IS ALSO RESPONSIBLE FOR SPREADING 4 B-7: q B-0: C TOPSOIL. G B-7: G B-0: CI 110.59 18 2.93 734.74 130.49 730.86 727.25 02.1: CI D-2: q 90.69 18 0.51 729.01 725.09 730.79 724.63 a ~ ~ B$: MH B-7: CI 59 16 3.76 137.86 133.16 734.14 730.94 D-2.2: CI 02.1: q 27.04 18 0.52 728.93 725.43 729.07 725.29
OF TOPSOIL ON LANDSCAPE AREAS AND REMOVING FROM SITE EXCESS 3, All storm drains e i e outside the street pavement shall be reinforced concrete 8.8: MH B 7: C PREPARE SUBGRADE FOR PAVEMENT 9 p P 21. Pipe systems and open channels on private property shall be placed in a storm gg; q B$: MI TOPSOIL. GRADING CONTRACTOR SHALL pipe as approved by the City/County Engineer. No other type of pipe shall be used B-9: G B~: MH 49.49 15 4.57 740.32 736.62 737.86 734.36 D-3.1: CI D-0: q 5235 15 1.81 734.3 730.8 133.35 729.85 DEVELOPER/O~M1'NER
RB CONSTRUCTION. drainage easement. Public storm drainage easements for maintenance by private B-1tY: q B-9: C AND CURBS AND BACKFILL CURBS AFTER CU without prior approval from the City/County Eng~eer, All pipes shall be lard with the property owners shall be a minimum of fifteen (15) feet for pipes and twenty (20) a-11: q B-10: C B-tlr, G B-9: CI 157.44 15 4.98 748.41 744.66 740.32 736.82 10-4.1: CI D~: G 20.01 15 0.5 733.85 730.35 733.85 730.25 rovident Develo meet 8-11: G 8-10: CI 25.95 15 0.5 746.49 744.99 748.41 744.86 D•5a: CI D5: A14 57.31 15 2.44 737.9 734.11 736.21 732.71 p
TOR SHALL PROVIDE SUPPLY OF TOPSOIL FOR LANDSCAPE bell or groove upgrade and the joint entirely interlocking, 11. GRADING CONTRAC feet for open channels. Easements to be accepted for City/County Maintenance, 8-3.1:q B-0:C 8-3.1: q B-0: CI 27.5 15 8.55 704.96 701.45 703.81 &99.1 D-5b: CI D•5a: G 16.9 15 0.53 737.9 734.4 737.9 734.31 Group, Inc.
CONTRACTOR FOR INSTALLATION IN ALL LANDSCAPE ISLANDS, rder to use re-cast storm drains a structures Permanent Storm Drainage Easements, shall have a metes and bounds description, 8~4.1:q B-0:C 4. All concrete shall be 3600 PSI. in o P 9 Widths of permanent storm drain easements are as follows: 84.1: G B-0: CI 36.01 15 8.28 723.68 720.16 720.68 717.18 _0.5.1: CI Db: AiNi 30.69 15 6.94 738.54 734.75 736.21 732.62 6707 Fairview Road
r et ri hts-of-wo, fora royal shill be obtained from the Town/County B-0.1:q B•6:C B-0.1: G B-0: CI 80.23 24 4.79 731.89 730.49 730.86 126.65 D-5.2. C! D~.1: G 16.9 15 0.53 738.54 735.04 738.54 134.95 Suite B 8-62: G B-0.1: CI 73.08 18 8.4 141.47 737.13 734.89 730.99 D-8: CI D-7: fW 44.13 24 3.22 742.84 738.34 741.32 736.92 Charlotte, NC 28210
12. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TOPSOIL INSTALLATION in any st e g Y Pr PP B•62: q B-0.1:1 IN LANDSCAPE ISLANDS, Engineer. Pipe Diameter Width B-6.3:q B-0.2:1 8.6.3: G B-0.2: CI 76.87 18 0.51 741.52 737.72 741.47 731.33 D-9: CI D$: G 88.56 15 1.99 745.8 741.1 742.84 739.34 704-367-0 i 67
I TURBED to i e used within the street right-of-way shall be a minimum of Class III 15" - 24' 15' B•6.4: q B•6.3: f 13. GRADING CONTRACTOR SHALL PROVIDE AND INSTALL TOPSOIL IN D S 6. Concre p p 8.6.4: G 8.6.3: CI 118.2 15 2.76 745.02 741.23 741.52 737.97 D-1 D: CI D~J: G 57.38 15 5.35 748.22 744.37 745.8 741.3 B-6.5: G 8.6.4: CI 16.96 15 0.53 745.62 741.52 745.02 741.43 D-11: CI 0.10: q 30 15 0.5 748.22 744.72 748.22 744.57 Designed By
NT SHOULDERS. oncrete Pi e, with a minimum diameter of fifteen (15) inches (eighteen 30" - 36' 20' B-6.5: q B•6.4:1 AREAS TO BE GRASSED, TO INCLUDE PAVEME Reinforced C p 3.6.ta: G B-0.1: CI 20.01 15 0.5 731.89 731.39 734.89 73129 0-8.1: CI D$: G 20.52 15 0.54 742.84 739.34 742.84 739.23
s minimum on cross drain culverts within the County). 42" - 48" 25' B•1i.ta:q B-0.1:1 PROVIDENT DEVELOPMENT GROUP, INC. (18) inche 54" + 30' 14. DEVELOPER: B-0.3a: q B-0.3: I -03: CI 16.96 15 0.53 741.52 738.02 741.52 137.93 0-6.1: CI 0.6: G 29.99 15 0.5 73736 133.66 737.36 733.71 EDPA 3-0.3a: G B
CONTACT: TOM WATERS m cover for ail i e is two 1 feet. B•7.1: q B-7: C 8.7.1: q B-T: CI 25.97 18 0.5 731.62 730.82 734.74 730.E D-la: CI D-7: MH 27.61 15 0.81 741.85 738.06 74132 737.82 Drawn By B-8.1:q B~:MH 24.2 18 0.5 738.85 733.64 737.86 733.52 D-7b:Cl D-7aq 16.9 15 0.53 741.85 73835 141.85 738.26 JDL/DPW/WJW/EMH
ITE B 7. The mimmu P P All storm drain easements labeled SDE on plans and plats) are to be kept separate B•8.1: q B~: M 6707 FAIRVIEW ROAD, SU ( CHARLOTTE, NC 28210 'Dints shall be used for ' inin all concrete pipes. The pipe shall from all other easements except where an overlap is approved by the appropriate 8-8.2:q B'8.1:1 8-8.2: q 8.8.1: CI 80.74 15 0.51 736.01 734.3 738.85 733.89 Inlet ID U InIetID Down Pi Le th Pi a Size in S GroundlRim InvertU GroundlRim InvertDn
TEL [phone] B. Concrete mortar I l0 9 ( ) be clean and moist when mortar is applied. The lower portions of the bell or groove City Engineering Department. B-B•3•q 6.8.2:i .2: CI 41.67 15 Ob 136.4) 734.71 738.04 731.5 it ft ft in Elev U ft it Elev Down ft ft Date 8.8.3: G B~ 8-8.4: q 8.8.3: CI 40.02 15 0.6 736.91 7.15 738.41 734.91 F-1: CI F-0: FES 18.9 18 0.46 685.93 681.89 682 681.8 08/16 05
OF shall be filled with mortar sufficient to bring the inner surface flush and even when B-t1.4: q B•8.3: i 15. CONTRACTOR SHALL CONFINE HIS OFF-SITE ACTIVITIES TO EXISTING RIGHTS B•6.5: q B•8.4: i 8.6.5: G B-0.4: CI 16.98 15 0.53 136.94 735.44 738.94 135.E F-2: CI F-1: G 77.25 18 1.67 687.42 683.42 685.93 682.13 ReVISIOns
MENTS. the next joint is fitted into place. The remainder of the joint shall then be filled with jrp OVement WAY AND EASE mortar and a bead or ring of mortar formed around the outside of the joint. The B-B.ta: q .1:1 B-B.ta: G B-0.1: CI 16.16 15 0.58 736.85 735.35 738.85 735.28 F-0: CI F-2: G 72.12 18 4.92 691.28 687.17 687.42 683.62
EXISTING CONDITIONS AND DEMOLITION application of mortar may be delayed untN fill is completed when the pipe is larger B-8.2a: q B~.2:1 16. FOR BENCHMARK INFORMATION SEE B-82a: G B-0.2: CI 17.01 15 0.53 796.04 134.54 738,04 734.45 F•d: G F-3: G 21.01 18 0.52 69128 687.48 691.28 687.37 8/25/D5:County Cammenis B-5.1: G B~: CI ZO 15 0.5 730.513 721.06 730.31 726.96 Fa: G F-4: q 125.78 18 0.5 700.07 689 691.28 688.37 g/7/05: Wetlands
han thirt 30 inches. B-5.1: q B~: C PLAN. t Y ( ) F-0: q F-5: CI 109.38 15 0.5 693.5 669.(1 700.07 689.25
F-7: G F•6: G 134.3 15 4.47 699.5 696 693.5 690
17. ALL SPOT ELEVATIONS SHOWN ARE PAVLMENI tLtVA11UNa UNLtaa vmcnmo` g Performed joint sealer, which conforms to AASHIO specfticaUon M-lao Tor type o [U rirn 11 F-1.1: Cl F-1: CI 31.11 18 0.51 685.93 682.13 685.93 681.97
NOTED. flexible plastic gaskets, may be used in lieu of the mortar joining method. F 5.1: q F•5: q 19.88 15 0.5 700.07 697.57 700.07 697.47
18. THE DRAINAGE CONTRACTOR IS RESPONSIBLE FOR THE USE AND INSTALLATION OF 0-RING TYPE PIPE JOINTS WHERE INDICATED (BY ASTERICKS) IN THE PIPE
F rim SCHEDULE. REFER TO OVERALL PIPE SCHEDULE ON C22, ME]
a
8 IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
CURB INLET SECTION n.t.s. ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 22 Of 55
CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

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1 2 \ \ \ ~ pp ~ ~ / \ yr ~ ~ / 1 ~ ~ ~ J \ 12 r- ~ ~ Inlet ID IrretlD Down P' Len th Pi a Size m S k GroundiRim InvertU GroundlRim InvertDn 1 ft ft ft in Elev U ft ft Elev Down ft ft roVident Develo meat
\ ~ \ I ~ ~ , / \ \ / / / / FES 9.51 24 0.53 7D4 699.4 100 699.35 Grou ,Inc.
/ J 1 / ~ \ 1 ~ ~ ~ / ~ / / 130 / . / / ,~0 / / H-2: q li-1: MH 148.29 24 2.99 709.69 704.04 704 699.6 p 1 1 ~ 6707 Falrvlew Road / H-3: q H•2: q 20.31 18 0.54 708.65 704.65 709.69 704.54
~ H~: q 1+3: q 122.77 18 8.34 119.79 715.09 708.65 704.85 Suite B
/ 1~ 12 , ~ q0 ~ ~ / H-5: q H~: q 20.03 18 0.5 719.79 715.39 719.79 715.29 CharloHe, NC 28210 1 h ~ H~: 704 367 0167
~ ~ , / / q q 81.64 18 7.83 72638 721.98 719.79 715.59 ~ \ H-6.1: q 1+6: q 19.7 1 / ~ 9 6 0.5 72638 722.28 726.38 722.18
\ 5 / \ ~ p ~ I + ~ ~ \ - - - - Desi ned B / ~ H-6.2: q 11.1: q 55.89 18 8.98 731.39 727.5 726.38 722.48 9 y
/ a / 7 1 o, I 1s ~ \ \ 1 / / \ _ \ \ / - - H-6.3: q H•&.2: q 21.43 15 0.51 731.39 727.89 731.39 727.75
~ \ 12 \ \ / ~ H 7: q FF6: q 167.34 15 7.48 739.D9 735.39 726.38 722.88 / / , Drawn By f o- H-0: q H-7: q 49.02 15 2.26 740.5 736.7 739.09 735.59
~2 / M \ o \ ~ /i~ H-9: q H~: q 16.92 15 0.59 740.5 737 740.5 736.9 JDL/DPW/WJW/EMH ~ a
r ~ ~ / \ ~ ~ ~ Inlet ID IrietlD Down P' th Pi a Size in S /o GroundlRim InvertU GroundlRim InvertDn Date ~ it ft J ; rn in Elev U ft ft Elev Down ft ft
/ / ~ J p / ~ . p ~ ~ J-2.2. HDWL ~ ~ 08 16 05 ~ ~0 G-1: CI G-0: FES 36.07 / / ~ ~ y O 30 0.5 713.27 708.17 710 707.99
~ ( ~ ~ ~ 1 ~ / - f I / / O ~ G-2. CI Gt: q 91.32 3D 6.22 719.3 714.05 713.27 708.37 Revisions - ~ G-3: CI G2: q 30.01 30 0.5 719.3 714.4 719.3 714.25 8 25 05:Count Comments
/ / - - / ~ ~ G-4: CI G3: q 154.3 16 / / Y / ~ y, f 8.68 132.54 728.79 7193 715.4
/ ~ / \ ~ ~ G-5: CI G4: q 71.01 15 9/7/05: Wetlands / ~ ~ 1.15 733.86 729.86 732.54 729.04
/ (:I c 5• CJ x1 nt 15 n F ~za ru pan , a ~•~a AF ~zn na
. G-7: Cl G-6: q 131.6 15 4.72 740.28 736.58 733.86 730.36
/ f G-8: Cl G•7: CI 49 15 3.9 742.48 738.69 740.28 736.78 z G-9: CI Ga: q 17.01 15 0.53 742.48 736.98 742.48 738.89
G-1.1: Cl G-1: Cl 32.22 15 3.48 712.99 709.49 713.27 708.37
G-3.1: GI G-3: CI 106.55 24 3.47 723 718.6 719.3 714.9
/ X 3.2: HD G-3.1: GI 45.78 24 0.5 716 716 723 715.77
f \ X G 4.1: CI G4: CI 43.86 15 8.64 735.94 732.83 732.54 729.04
1-110 k
I. { IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
/ ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD 55
CONDITIONS THE C0NTRAC T MUST NOTIFY Sheet 24 Of THE ENGINEER IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, 04062 k~ OTHER Protect Number IOR UNSATISFACTORY CONDITIONS ARE RESOLVED.
a
8

Inlet ID U InIetID Down Pi a Len th Pi a Size in Slo °k Ground/Rim InvertU GroundlRim InvertDn ~ ~ _ -
it ft ft in Elev U ft ft Elev Down it it tom - E-1: GI E-0: HDWL 61 36 0.51 702.5 692.31 695 692 ~ '
~ 23'00 F-6: \ ~ E-2: GI E-1: GI 51 30 0,51 703.5 694.26 702.5 694 1 1 ~
E~3: CI E-2: GI 100.38 30 2.08 703.99 696.55 703.5 µ ~ \ \ 694.46 ~ BO LE S C ~ ULVER ~ \ ~
E-0: CI E-3: CI 19.97 30 0.5 703.99 695.85 703.99 695.75 ~ E-5: CI E-0: CI 112.3 30 0.5 707.2 696.55 703.99 695.99 ~ w ~ ~s~ ~ , ~ ko ~ \ \ ~ 1 ~~5
E-6: CI E5: CI 19.99 18 0.5 707.2 699.43 7072 699.33 \ \ \ ~ ~ ~ ~ ~ k o 0
y, O E 7: CI E-6: CI 58.83 18 0.51 705.16 70023 707.2 699,93 F E-8: CI E-7: CI 19.97 15 0.5 705.16 700.58 705.16 700.48 \ ? ~ ~ \ ~ o ~ X, ~ ~ m
E-0.1: CI E-0: CI 45.45 15 0.51 704.56 701.01 703.99 700.78 - \ \ ~ C~ 1
E-0.2: CI E-0.1: CI 19.94 15 0.5 704.56 701.31 704.56 701.21 ~ ~ \ ~
E-0a: 51 E-0: CI 23.16 15 5.01 106 701.65 703.99 700.49 ,,~oo,_ - ` - I ~ \ ~ E-5a: SI E-5: CI 16.95 30 7.96 706 700.46 707.2 6 ~ ~ ~ \
99.11 0 20~ SDE ~ ) \ ~ i4 E-6.1: CI E~6: CI 49.42 15 9.73 710.61 706.81 707.2 - J \ 702 ` \ \ \ , ~ i ~ BE i ~ ~ 1 m~E°~'
E-6.2: CI E-6.1: CI 20 15 0.5 710.37 707.11 710.61 7 ~ ) 07.01 . a \ ~ - ~ Inlet ID U InIetID Down Pi Len th Pi a Size in Slo % GroundlRim InvertU GroundlRim InvertDn _ I - Op 1 1 a ~ Z
ft it ft in Elev U ft it Elev Down - \ ~ ` / ~ 7 it it _ ~ FPE=692.89 FT ~ ~ ~Op ~ I 1 ~ ~ o~a~ ~ \ 1 NmaN
K-1: CI K-0: FES 21.94 30 0.5 664.69 679.49 680 679.38 ~ ~ \ 5 \ 2D' S \ F E=692.89 F ~ ~ / ~ ~p w \ \ \ ~ v-vv
K-2: CI K-1: CI 19.97 30 0.5 684.69 679.79 684.69 679.69 I ~ / T ~ ~ ~ \ \ I ~ \ \ 4 K-3: CI K-2: CI 74 30 1.78 686.01 681.11 684.69 679.79 ~ \ ~ ~ \ ~ ~ w 0 c;c~ ~ 1 1
\ \ \ \ K-0: CI K~3: CI 100.87 24 72 693.27 688.87 666.01 681.61 ~ .,FPE=692.89~FT \ \ \ ~ - 00 ~gk ~ 1 1
K-0.i: CI K-0: CI 20.03 15 0.5 693.27 689.77 69327 689.67 \ ~ ~ ~ K•1.1: CI K-1: CI 45.66 \ "'~Oi-0 I 1 1 1 - ~ I ~ 1 \
15 0.87 685.24 661.32 684.69 680.89 \ \ ~ ~ \ / _ ) K-1.2: CI K-1.1; CI 20.05 18 0.5 685.42 681.62 685.17 681.52 E-69~1•~9 FT ~
K 1.3: GI K-1.2: CI 24 15 0.63 686 682.07 685.42 681.92 5 ~ ~ / FP~=693.38 FT K•3a: CI K-3: CI 20 15 0.5 686.01 682.17 686.01 682.07 ~ ~ / O y. , \ 1 N
K-3.1: GI K-3: CI 24.86 15 0.52 686.01 682.5 686.01 682.37 S ~ / ~ / ~ O ~ \ L
-1: ~ ~ \ K~: CI K-0: CI 49 24 1D 698.98 693.77 693.27 688.87 - - ~ 1 1 h
o - ~ o~ / K-6; CI K-5; CI 58.5 24 10 705.6 700.43 698.98 694.58 \ ~ ~ / \ K 7: CI K-6: CI 77,37 18 10 715 709.54 705.6 701.8 \ 20 SD \ n \ 1x x11. ~ ~O ~ 1 1 \ M p
~ ~ ~ K-8: CI K-1: CI 149.98 15 7.63 726.4 722.6 115 711.15 ` ~ \ FPE= 69.1 67 FT ~ v R op Apr ~ 1 % o a
K 9: CI K-8: CI 34.22 15 1.02 726.64 723.14 726.4 722.79 ~ E10~DWL \ ~ ~ \ K-5.1: CI K-5: CI 126.63 18 0.62 699.67 695.57 698.96 694.78 x8-1111 ~ ~ ! s^ y N OT Std. C ae F` \ \ 1 \ c c0°v ° °i ~ v ~ 1 - N h m
\ \ ~ K-52: CI K-5.1: CI 19.99 18 0.5 699.67 695.87 699.67 695,77 ~ T Std. A 7 ` ~ \ ~ ~ I O O Z 1,. Z~ 4 \ 1 1 rD N ~
K 5.3: CI K-5.2: CI 51.27 15 0.59 700.27 696.47 699.67 696.17 i ^ \ 6 ravel ~ \ ~ 1 d ~ \ q 2 1 1 3 o
K-5.4: CI K-5.3: CI 91.46 15 ~ --`~ath~ \ \ ~ _ 5.37 705.76 701.96 700.27 697.05 LfiVEL R \ \ 0 ~FP.E- 690.58 FT K-5.5: CI K-5.d: CI 19.95 15 0.5 705.76 7 ~ \ ~ 0\, / - I b y ~ Z 1 \ ~ m~o~ ~ v G fi ~ ~ \ 1 ~ ~~h u
02.26 705.76 702.16 \ \ \ \ \ x~ ~ ~ r - ' K5.3.a;Cl K-5.3: CI 20.19 15 0.5 700.27 696.77 700.27 696.67 ~ \ \ \ ~ ~ \ ' Z y ~ \ Z ~ ~ 1 1 0 0 c \ N V w d
K~6.1:CI K-6: CI 21.5 15 0.51 705.6 702.1 705.6 701.99 \ \ ~ ~ ) FPE = 68 _ ~ ~ 1 FPE - 689.7-b'ft ~ - \ 20 ~ ~c \ 1 / 4 ~ rn Z . / \ N T \ 1 1
1.CI K•7: CI 22.9 t5 0.66 715 711.5 715 711.35 \ \ ~ \ ~ Inlet ID U InIetID Down Pi Len th Pi a Size in Slo % GroundlRim InvertU GroundllZm InvertDn ) \ ~ ~
) ~ ft it ft in Elev U ft ft Elev Down ft ft / / / ~ ~ -
H-1: MH H-0: FES 9.51 24 0.53 704 699.4 700 699.35 ~ / H-2: CI H•1: MH 148.29 24 2.99 709,69 7 / 1 \ \ / 4 ..•ESSr
H•3: CI 704 699'6 PE=692.69 FT / \ `1' ~ ~ \ H-2: CI 20.31 / \ i-~+ 18 0.54 708.65 104.65 709.69 704.54 / p ~ I 18 x23 x1 25 R ~ R ron 9 = p AP T -n 1
H-0: CI H-3: CI 122.77 18 8.34 719.79 715.09 708.65 104.85 ` S' / 1~ ~ ~ \ - ~ / ~ 20 8x9 \ ~ /--s H 5: CI H-0: CI 20.03 18 D.5 719.79 115.39 719.79 71529 SO Rl Rap Apron ~ ~ sp_ _ - ~ i F CI Nq)OT q ea \ ~ F ~ 1 OE - S ~ ~ \ I _ SEAL -
F / NC OT Std oet \ 0 / \ o\ H-6: CI H-5; CI 81.64 18 7.83 726.38 721.98 719.79 715.59 ~ ? x / r O O S e \ \ \ 1 028396
H-0.1. CI H-6: CI 19.97 18 1 . ~ ~ ~ 1 ~ 0.5 726.38 722.28 726.38 722.18 S ~ ~ \ - ~'1~ \ q / \ : _ , ase a ie ;
H-6.2: CI H~6.1: CI 55.89 S ~ LEVEL READER 18 8.98 731.39 727.5 726.38 722.48 4 / ~ H-0.3: CI H-6.2: CI 27.43 15 0.51 731.39 727.89 73139 ~ 0~' / ~ ~ ~L Y ~p'~
727.75 .L.t / 1 ~ o _ 7: CI H-6: CI 167.34 15 7.48 739.09 735.39 726.38 722.68 ~ / e ~ ~ C Yii ~ - _ oo see no e n \ ~
H-8: CI H-7: CI 49.02 15 2.26 740.5 / / ~ 8 0+} 736.7 739.09 735.59 ~ ~ \ 7a \ edx
H-9: CI H-B: CI 16.92 15 0.59 740.5 731 740.5 736.9 / / / ~ / \ / / / . IN 679.8 Inlet ID U InIetID Down Pi Len th Pi a Size m 510 % GroundlRim InvertU GroundlRim InvertDn ~ \ ~ S e e \ SE ~ 1
ft / ft ft m Elev U h ft Elev Down ft ft FP -695,11 . I 1 THIS PLAN IS A FINAL DESIGN-
~ ~ / H / ~EE`SHEE F-1: CI F-0: FES / / ~ 5~ 18.9 18 0.48 685.93 681.89 682 681.8 / -1:/MH / / -2: CI F-1: CI 77.25 16 1.67 667.42 ~ / / ~ ~ NOT RELEASED fOR CONSTRUCTIO
683.42 685.93 682.13 / P p" 'R / ~ / / F-3: CI F-2: CI 72,12 18 4.92 691.28 687.17 667,42 683.62 / ~ ~ / J \ ~ ~ UNLESS INITIALLED DATEO ~ ,i ~ AS APPROVED BY ENGINEER
21.01 18 0.52 691.28 687.48 691.28 687.37 / ~ ~ Yl/ / ~ , ~ o ~
/ / S• ~ ~ _F-5: CI F-0: CI 125.78 18 D.5 700.07 689 691.28 688.37 / ~ ~ ~S / \ / / / _ F-6: CI F-0: CI 109.38 15 0.5 693.5 689.8 700.07 669.25 \ - / GEO ~ ~ \ ~ ~ ' Ok NOS INITIAL DATE
/ tJP / ,,G' . F-7: CI F-6: CI 134.3 15 4.47 699.5 696 693.5 690 / ~J,P ~ ~ - I J rn ~ W,i.M 1 J ~ a ~ 0 1 NFF
/ / / / .i ~ F-1.1. CI F-1: CI 31.11 18 0.51 685.93 682.13 685.93 661.97 / ~ ~ \ ` F-5.1: CI F-5: CI 19.88 15 0.5 700.07 697.57 700.07 697.47 / / / ~ ,..1_,,.,. \ ~ ~ Ox gNgO ~
~ ~ Inlet ID U InIetID Down Pi Len th Pi a Size in Sloe % GroundlRim InvertU GroundlRim InvertDn ~ / ~ ~ . ~ . \ ~ ~o FO _ ~Sf ~
ft it ft m Elev U it ft / / ~ ~ ~ ' ~ Elev Down ft ft / ~ / ~ ~ , , ~S. W ~ ~ M. ev
I.1: MH I-0: FES 41 36 0.51 694 680.21 680 680 / ~ FE ~ ~ I-2: CI / / ~ ~ I-1: MH 22 30 0.5 695.71 687.96 694 687.65 ~ ~ ~ i FFfR 1
I-3: CI I-2: CI 140.17 24 0.5 693.76 689.16 5• ` ~ ~ ~ ~ • ? ? / \ 695.71 668.46 / Ox / / a \ F
I-0: CI I-3. CI 44.81 24 3.95 695.43 691.13 ~ / S~G~ 10 / ~ ~ d Qf 693.76 689.36 / PM , ~ ex ore 6 ~ T. I-5: CI I-0: CI 143.86 18 6.13 704.45 700.45 695.43 691.63 ~ ~ i / ~ s~ ~ ~ ~ 1
C 113.63 18 4.36 709.6 705.6 704.45 7W.65 4 Q ~ ~ ~ ~ ` - ~ for f I ~ o p ~ ~ ~ R
/ / ~ J ~ \ ~ 0 I-7: CI I-0: CI 160.85 18 2.95 714.34 710.54 709.6 705.8 _ k ~ i ~ C ~ \ ~ ~ / o p OX ~ ` fq NORTH ARROW
I-8: CI I-7: CI 37.08 15 1.9 715.58 711.68 714.34 710.89 - / ~ T P ~ ~ / ~ ~ / o OF . A ~ _ Bike Pa h.oU-Feltow Exlstrn Tral \ I-9: DBLCI I-8: CI 41.04 15 0.51 715.49 711.99 715.49 711.78 ~ / . WE NDS . ~ ~ ~ ' ~ 'k!/ ~ 0 20 40 80 ~ \ \
/ / / - / ER / i ~ I-2.1: CI I-2: CI 53.41 16 2 696.25 690.56 695.71 689.49 ? / FF 1 \ -4.1' q ~ ~ ~ ~ ~ ~ F ~ 16,
I-2.1a: CI I.2.1: CI 23 15 4.35 696.25 693 696.25 692 ' ~ / By / 1~.1: CI I~: CI 19.12 15 0.52 693.76 690.26 693.76 690.16 ~ ' ' .ti ~ MU ~ ~B Graphic Scale 1 = 40 ft, ~
J I-0.1: CI I-0: CI 30.08 15 0.5 695.43 691.93 695.43 691.78 r ~ ~~r I \ . ~
I-5.1: I s ~ - / . x,510 / / / ~ -1. \ r C I-5: CI 30.1 15 0.5 704.57 701.07 701,45 700.92 i / ~P / ~ ~ ~ ~ /
-2.2: DBL I-2.1: CI 44.55 15 9.07 698.5 695.05 696.25 691.01 Vii, / ~ ~ 5 ~ / /~R ~ / ~ , . ~ ' - ~ I-2.3: CI I-2.2: DBL CI 144.93 15 4.17 704.75 701.3 698.5 695.25 ~ ~'r ~ / g~E \ ~ _
ii . i ~ / 1 ~ \ -2.4: DBL C I-2.3: CI 130.95 15 5.15 711.5 708.25 704.75 101.5 ~ ~
13.2:CI I-3.1: CI 25.16 15 0.52 693.51 690.59 693.76 690.46 ~ _ / ~ ~ x ~ ~ ~
I-10:CI I-9: DBLCI 65.73 15 3.04 7 ~ ~ i ~ 1`-' \ ~ ' 17.49 713.99 715.49 711.99 ~ ' ~ ~~.p,G ~ ~ 5 5 r I
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~ / \ f / \ ~ o sp Drawn By ~o, F
1 - - - ) 1 1 - 2: G JDL DPW/WJW/EMH
-t' I 1 %5 i Date ~ i
I 1 / J 1 73~ I j / \ ~ ~ ~ ~ _ 08 16/05
X16 1~/ J ~ \ ~ ~ / 1 1 ~ \ I 00 Revisions 1 ti
120 8 25 05:Count Comments
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0,0 22/ j NCD T Std. Clai 1 IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
- ARE DISCOVERED, EITHER ON THE CON STRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE QA T MUST NOTIFY THE ENGINEER IMMEDIATELY Sheet 27 of ~ \ 1 ( 1 6 Gr vel Path AND SHALL NOT COMMEN 55
g 8 x a CE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Pro' OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED. J@Ct Number 04062

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I / ~ CD i \ AS APPROVED BY ENGINEER.
~ ~ ~ / / / Z ~ I N I 'D m I I I .0 / I I I / INITIAL DATE
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Inlet ID InIetID Pipe pipe Sbpe GroundlRim Elev InvertUp GroundlRim Elev Downstream InvertDn (ft) ^
Upstream (tt) (tt) Length (ft) Size (in) Upstream (it) (ft} Downtstream (ft) ~~y
F S 41.13 15 2.43 714 713 714 712 O-0: HDWL 01 E
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15 1 19 f~ \ ~ ~ ~ \ /
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\ \ . I M ~ `1 O ~ \ • ~ / ~ 12x18 x4.5 Rip R Apron 1 ~ o • \ cd - \ 0
goes l~ 1 \ 0.1 I ~ NCDOT Std \ \ ~ \ ~ G ~ ~ ~ ) ° ~ \ aFj ~ - \ ~
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i ~ f \ 1 1 \ ~ i ' 1 I SE ' k25 \ 1 \ ~ M EX. H 9
3~0 ` y ` a \ c~ - - - / ~ ~ / ~
1 - ' k \ 1 \ IN'V. IN = 66.46' - - \ 1
~ / `o \ 1 . \ ~ ,OUT - 66.\5 o /
~ \ \ 1 \ f ~ / ~ \ i 1 30 ~ \ c ~ ~ ~ / 1 o
/ \ . \ 1 \ ~ ~ i / 1 ~ V ~
i/ g 1 ~ / I 1 1 k1 1 ~ o o s
/ ~ 1. \ ~ - \ ~l 1
1 \ by I / ~ ~ V g~,,/~ / ~ 1 DEVELOPER OWNER
/ 4 CULVER 4 \ \ 1 ~ \ ~ - / f 1 ~ rovident Development
~ ~ ~ 1 \ \ ~ / W CmNSPAN - 1 / ~ \ Group, Inc.
/ I 1 1 / /I _ BO L S CULVER ~ o , ~ N F NCDO MAINT INED I 6707 Falrvfew Road E 0 Suite B
6' , > 15k /-I k B IN TOWN F DAVI SON Charlotte, Nc 2s21o
~ \ ~ 1 I \ II R INF RCED CONCRETE PIPE TO BE USED UNLESS OTHERWISE NOTED- -ONLY CLASSI E 0 704-367-0167 ~ry "'INDICATES USE OF 0•RING TYPE JOINTS MANDITORY
~ ° O ~p o \ J ~ \ InIeIIDU InIetlDDown Pi Le th Pi eSize in Sb °,6 GroundlRim InvertU GroundlRim InvertDn Designed By
s ~ R x ~ 1 - 1 ° COp2~ \ \ ft ft ft in Elev U fi ft Elev Doom ft ft
F ~ - 19 ~ ~ w u. ~ ~6~5 I ~1 g3 ~ ~ M ~ ~9 \ M-1: CI M-0: FES 21.77 15 D.51 687.31 683.51 684 683.4 EDPA ~ Boa 7
~,K - 6 N / fP F~ 5 E N ~ ~ M . 6 0 \ M 2: CI M-1: CI 19.9 15 0.5 687.31 683.81 687.31 683.1 Drawn By ~OtJ E~EV.~ 6~ ~ InIetID InIetlDDown Pi Le Pi Size in Sla % GroundlRim InvertU GroundlRim InvertDn
i E - / ~ I oSS ~ ~E 0~ / GR NG S S L l.EV' ~ ft in Elev U ft it Elev Down ft tt JDL/DPW/WJW EMH ~S ~ ~ ~ ~ ft ft ,SAN ~ N-1: CI N-0: FES 19.48 15 0.67 686.14 681.13 682 681 Date
II ~ m /I,~E a 1 0 1 \ N-2. CI N-i: CI 20 15 6.55 686.14 682.64 686.14 681.33 a$~16~D5
i 1 oG~ ~ Inlet ID U IniellD Down Pi Le th Pi eSize in Slo k GroundlRim InvertU GroundlRim InvertDn ~ Revisions
ti 4 1 I ~ / a~~ e ~ \ <o it ft ft in Elev U ft ft Elev Down ft ft ~ F-1: CI F-0: FES 18.9 18 0.48 685.93 681.89 682 661.8 B/25/05:County Comments
~0 u, u• ~ \ ,6a3 0 ~ 9i y y, y: r 1 1 P~. O Z 1 ti ~ ~ ~ f F•2: CI F-i: CI 77.25 18 1.67 687.42 683.42 685.93 682.13 9/1/05: Wetlonds Z 1 F-3: CI F-2: CI 72.12 16 4.92 691.28 687.17 667.42 683.62
o 9 ~ 1
a_ ~ „~q ~ F-4: CI F3: CI 21.01 18 0.52 691.28 687.48 691.28 667.37
AD' bet YON F-0: Cl F-4: Cl 125.78 18 0.5 700.07 689 691.28 688.37
FQE \ F-6: Cl F-5. Cl 109.38 15 0.5 693.5 689.8 700.07 689.25
\ F-7: Cl F-0: Cl 134.3 15 4.47 699.5 696 693.5 690 F-1.1: Cl F-1: Cl 31.11 18 0.51 685.93 682.13 685.93 681.97
µ 00 ~ J y~ \ \ 1 N - F-5.1: Cl Fa: Cl 19.88 15 0.5 700.07 697.57 700.07 697.47
x / 1N Inlet ID U InIetID Down Pi Length Pie Size (in) i Slope °k Ground/Rim InvertU Ground/Rim InvertDn ft ft fl in Elev U ft It Elev Down it it
d \ 1 C-1: Cl C-0: HDWL 27.43 15 0.51 684.91 680.14 680 680
' \ 1,x2 x11. I 0 1 p R \ 1 1 I .90 E~ C 2: CI C-i: CI 26.18 15 0.5 684.83 681.33 684.91 681.2 a2 ~
F E~ IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
\ f ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 29 Of 55
1 CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062
I OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
8 5

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~ ~ ~ ' = 028396 - . ~ ~ y l
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(ff~( t ~ 1~`d,~ ~ i))Irri~ %j ' ~h I~II'Ir1 ~,,~~~~%lij/'~•,^ J ~ ' ~ THIS PLAN IS A FINAL DESIGN-
~ ~ NOT RELEASED FOR CONSTRUCTIO
' \ ~ i UNLESS I ~ \ ` NITIALLED/DATED
v \ AS APPROVED BY ENGINEER.
i' ~ \ r ' \ \f 1 ~ / / ~ i r INITIAL DATE
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f~ DEVELO~PER/OwNER
' ~ rov" ident Development
~ l.' i ~ ~ r/ Group, Inc. ~ ~ 6707 Falrvlew Road
) , , Suite B
~ Charlotte, NC 28210 ~ ~ ~ 704-367-0167
~ ~ / ~f -
I h Desi ned B 9 Y
/ / ~ i \ 1 EDPA
~ Drawn B / \ Y , 1,
~ , ~ JDL DP ~ ~ L _ W WJW EMH
\ ~ Date
~Ii - r~ ~ ~ r r / 08 16/05
~ ~ Revis' ~ , ions
~ ~ 'mil / ~ 8 25 05:Camt Comments
I I
ro ,I
I II
IF ANY CONFLICTS, DISCREPANCI S, OR OTHER UNSATISFACTORY CON
ARE DISCOVERED, EITHER ON THE CON Dlll S 47 55
CONDITIONS STRUC110 DOCUMENTS OR THE FIELD She , 1HE CONTRACTOR MUST NOTIFY THE E ENGINEER IMMEDIATELY, Y et of AND SHALL NOT COMMENCE OPERATION UN11L THE CONFLICTS, DISCREPANCIES,
sF T Y CONDITIONS Project Number 04062 OR OTHER UNSATI ARE RESOLVED.

m ~ }
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J----',--- ~ ~J ~ J
~J ~ J ~ ~ ~ ~ ~ j~ J / ~ ~ ~ ~ n ~
~ ~ J J ~ ~ io 0
J J 7' parallel ~ N o ~ m ~ Nn
J -J parking space ~ ~ ~
4' bike lane 4' bike lane E ~Nc 2-]1' travel lanes ~ ~ ~ ~ o
6' planting .t a
6' planting 2-30' travel lanes 5' sidewalk strip strip • ~/4,.~, 2-11' travel lanes = tO m o o v ceowr, ~ 4 fm') ~ ` t` n m 0 0
t 6' lantln N ~ w ri P 9
CRWM • 14':1' 1.5' std, curb, typ, strip 5 sidewalk
0.5' planting strip ~ 1,5 std curb, typ, ~ 11,5 planting
1.5' std, curb, typ. strip CAR'''~~, ~,~n~~ 0T
5' sidewalk 48 R/W '1'',.•FESSIp'•.Lf
53' Right of Way - 48' R/W
1 ~ ~ SEAL = = 028396 =
I I ae arin i ar e w re ain
r ain i e apes e wi re ain
Street Navel Bradford Park Drive STA. 32+05 to 45+00 Street Nar~e~ Bradford Park Drive STA, 24+50 to NDTE~ Street trees are staggered between pairs of parallel parking spaces, 1, 24+50 to 32+05
Hayden Park Drlve Street Narle~ Bradford Park Drive STA. 20+25 to 24+50 ,
Robert Walker 13+69 to 19+00 Zsvr
~ ~ SEAL ~ -
~ ~ ~ ? ~ H IS A FI ESIGN-
NOT RELEASED FOR CONSTRUCTIO UNLESS INITIALLED/DATED
~ ~ ~ ~ ~ AS APPROVED BY ENGINEER.
J_.~.~ ~ ~ ~ /
~ INITIAL DATE
~ ?
~ ~ ~ ~ ~ ~r ~ ~
~ J
~ ~i ~ ~ J JJ
JJ ~
J ~ ~ J J ~ ~ J i
J NORTH ARROW
J J 4` bike lane 4' blke lane 1e
f 6' planting 2-10' travel lanes
6 planting 6' lantln strip • ~ SRI, 6' planting 2-9' travel lanes strip
5 sidewalk strl P g a°"" ~ P - ' lanes ~ strip 2 11 travel CROVIN • 1 4•:1'
drown -1/4•:I' 2.5' std. curb, t orb, t 1.5' std. curb, typ~
0.5' planting strip 0.5' lantln stri P g P ,
5 sldewalk 1.5' std c~a^b, tya 55' Rlght of Vay
5' sidewalk 5' sidewalk ~ Z
48' R/W 43` R/W ,^w
~ I V!
wi nes
Street Nar~e~ Bradford Park Drlve STA. 32+05 STA. 32+05 to 45+00 ree
Street Nar~e~ Bradford Park Drive STA, 19+25 to 19+60 Hayden Park Drive
Robert Walker 13+69 to 19+00 + to 19+00 ~ Street Narlel Brenthaven Drive front STA• 0+00 to 2+05
- ~ _ and 3+15 to 4+66,68 0 0 ~
- Bradford Park Drive STA, ]8+75 to 0+00 U U Z O
y\ ~ Robert Walker Drive 19+25 to 26+32,30 y` H Park Terrace Land fror~ 6+00 to 7+68,21 ~
_ ~ ~ ~ ~ ' U
~ ~ ~ ~ ~ ~ ~ W
14' travel lane 0 ~ U1 ~ ~
~ ~ ~ ~ ~ ~t ~ . ,qtr m~ ~ ~
~ ~
2' vnUey curb, typ for alley ~ ~ ~d ~
`~C ~ 20 R/W A U G~
~ N ~
~ ~ _ ~ b ~
yam-- - ~ ~ ~
~ J J .1~ J -f--- ~ --J 0
~ ~ Street NaMe~ Alexandria Drllve ~
Brookhollow Court 6 planting Callowhill Drive ~
J , 9 travel lanes 9 travel lanes T parallel _ :ravel lanes strip U HabershaM Drive r,
parking space 6' lantln " ~ , r., ••r Crabapple Court ~
P 9
~ - stri 2-9 travel lanes p 1S' std, curb, typ, Reversed iS' Reversed 1S' std, curb
CROM1! • 1/4':1' (tYP) ea
~N VARIES ~ 5' sidewalk VARIES ~ c ~
1.5' std, curb, typ, 2.5" THICK- m c o
6' planting strip H H 5' sidewalk 53' R/W ~ 0" 6' ASPHALT n m _ BIKE PATH ` ~ v=J
5` sldewalk J/4' TO
i or e u~i~~• - +i4'~+' DEVELOPER OWNER
49' R/W - ^ J, ~ ~ rovident Development
Street Navel Brenthaven Drive fron STA, o~ STA, z' Borrou_ _ Group, Inc,
2+05 to 3+15 WIDTH 6707 Fairview Road
Bradford Park Drive front STA, 18+40 to 19+40 3+40 to s~lta B Charlotte, NC 28210
704-367-0167
Street Nar~e~ Park Terrace Lane fron STA, 0+00 to 6+00
~ Designed By
EDPA
Drawn By
JDL/DPW/WJW/EMH Street Narlel Robert Walker Drive 0+00 to 14+00 Date
08/16/05
Revisions
8/25/05:County Cwnmenis
a
m 0 ni
0 r N
0 0 n a
M
CI
b O S
A~ Sheet 48 Of 55
u
0 a ~i Project Number 04062
m
N Q O
X

K
NOTE:
1. ALL EXCAVATED SOIL ACCUMULATED CONSTRUCTION SEQUENCE: 7. Com lete final FROM THE INSTALLATION OF THE P grading of road edges, slopes and install CULVERT MUST BE STOCKPILED IN THE CLEARING LIMITS AND PROTECTED sidewalks as shown on the plans.
BY MEANS OF SILT FENCE 1, Obtain grading/erosion control plan approval from CONCRETE
OR HAULED OFF SITE IN ACCORDANCE TO THE MecKlenbur count en ineerin de ar TOWN OF DAVIDSON ORDINANCE. g Y 9 g p tment and approval from 8. As areas are brought to finished rade ermanentl ve PIPE DIONS
the town of Davidson. landsca e and mulch. g p Y getate, 2. SEE DETAIL SHEET FOR CONSTRUCTION SEQUENCE. p GEN R E AL NOTES: WALL OUT IN MIN.
3. CULVERT MATERIAL SHALL BE ULTRA FLOW CORRUGATED METAL PIPE 2. Request an on-site reconstruction conf p erence with MCED 9. All erosion and sediment control measures will be ins ected OTES. THK, OIA. DIA H A B C E F G W K M 2 1 4 19 1 1 15" 271 /2 20" 24' 8" 7 1 2 4" 4" 8' 17 10"
(12 GAUGE ALUMINIZED) OR REINFORCED CONCRETE PIPE. inspector at 980-721- 9058 and land develo ment ins ect r week) an p p p a y d after rainfall events. needed repairs will be made 2 1 2 23' 18' 31' 20' 24` 8" 9" 4' 4' 6' 17 12' 3" 30" 24" 38" 20' 30" 8" 12" 4' 4' 8' 21 15' ~
4. BEFORE GRADING FOR CULVERT CROSSINGS, ALL CULVERT MA Tommy Keziah at 704-634-6753 and Zoning Inspector Brian immediate) . 1. ALL CORNERS TO BE CHAMFEI TERIAL Sifford at 98 y i BE CHAMFERED 1" IF CONCRETE 3 Vz' 37• 30" 45" za" 4a• 1z 15• 6' e" 6" 31 1a" °1~
SHOULD BE ON SITE AND COORDINATION WITH EROSION CON ( 0)721-0924 and Erosion control ins ector Core TROL Pridd at p y 2. THE CONTRACTOR WILL I INSPECTOR REQUIRED. y (980}721-9058 and NCDOT inspector Dou Sossamon 10. All culverts to have all material resent on th BE RE 4' 44' 36" 52" 32" 44" 12 18" 6' B' 8' 31 22" U ' WILL BE REQUIRED TO PLACE 2-#6 BARS "Y" IN THE TOP 41 z 51" 4z" 5s" 3z" 46" 1z 21' fi B 834 z6' m
at 704 596-6900. Ins g startin installati p e site before 5. THE WING WALLS WILL BE SEGMENTAL RETAINING TO BE ( ) tall stone construction entrance and 9 on. erosion control ins ector to be involy OF A 5 58 48" 66 32 48 24 g• B 29 L C
OTH DESIGNED BY erosion devices necessar the rocess of p ed in LL ENDWALL FOR PIPE Cl ERS. A PROFESSIONAL ENGINEER SEALED SET OF CONSTRUCTION y for phase of grading, per inspector. P each stream crossing. FOR PIPE CULVERTS 42" AND OVER WITH A MINIMUM 3" 5 1 z s5° 5a" 73' 31" 54' 12 27' 6 B' B' 38 33" ° 'C rn 6' 72" 60" 80 36 66 12 30 8 12 12 46 36" F 0 ~
inform MCED inspector of completion of device installation and COVER AND A LENGTH OF 6 DRAWINGS WILL BE PRESENTED Tp MECKLENBURG COUNTY ENGINEERING NGTH OF 6" LESS THAN ENDWALL s 1 z' 7s ss" 87 3s 7z 1z 33 a" 11 n s1 4o N m ~ c a, 7" 86" 72' 94" 36" 78' 12 3fi" 8` 12 12 56 43' p, ~ 0 S'
request an inspection for compliance with standards. Receive 11. After the site is stabilized, remove all tem ors measures AND A LETTER SIGNED BY THE PROFESSIONAL ENGINEER CERTIFYING THAT p ry grading permit from MCED inspector. Contractor shall inform and install permanent vegetation on the disturbed areas. 3. FORMS ARE TO BE USED FOR
THE WALL WAS PUT IN AS DESIGNED. ins ector of e p ach phase of construction. (Oj C d U31 3E USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. v FRONT VIEW v _ ~ ~
4. WALL THICKNESS (T) SHOWN I REINFORCING O C C L (T) SHOWN IS NOT TO BE INTERPRETED TO ~ Q o
3. Begin clearing and grubbing after permit issuance.
MEAN THE THICKNESS ACCEPT 4. Install any other measures as shown an plans, clearin onl DU. .C" ~ 'D' BAR VESS ACCEPTABLE, BUT IS USED ONLY N0. LGT. N0. LGT.
as necessary to install these devices. g y IN COMPUTING N E DWALL QUAI 15' 4 2'-0' 4 1'-11" G E E C JDWALL QUANTITIES. 16" a z'-3" 4 2'-1"
5. Contractor shall call the land development inspector, Tomm 24" 4 2'-9" 4 2'-8" G O N
Keziah at 704-634-6753, before the constr Y 5. IF CONTRACTOR ELECTS TO U~ uct~on or installation :LECTS TO USE CONSTRUCTI ON JOINT AT BOTTOM OF PIPE, 3s" a 3'-s" 4 3'-B•
of storm drainage, proof rolling for roads, or base stone for AND POURS BASE SEPARATELY 42" 4 4'-3" 4 4'-2" ~ ~ n SEPARATELY THE T P
the roads. 0 OF BASE SHALL BE LEFT ROUGH. ae' a a'-s• 4 a'-s"
5. ALL CONCRETE TO BE 3600 P 6. Install storm drainage with inlet protection at each structure. 54' 4 5'-3" 4 5'-2' s m ~ ~ BE 3600 P.S.I COMPRESSIVE STRENGTH. n o ° 60" 4 5'-9' 4 5'-8' p,
install storm drainage pipe as needed to divert all flow to the 66" 4 6'-3" 4 fi'_2' C N N n U
sediment trap. when the site is stabilized and the sediment `v~0a® 72" 4 6'-9" 4 8'-8" ~ ~ ~ ~ c
trap can be removed the remaining storm drains e i e can be installed. g p p to N t t j0~D00 0
. ~ ~00'a
z ~ - TOP VIEW c u ^ n ~ ~ 'a N tl v- U
a 4 BAR b" BARS AT '
/ 12 O.C. 12 ON CENTER 'C" BARS AT 12" ON CENTER
--I W I-- p SI VI W ~,,,,uCu~,,~
FOR RIP RAP SPLASH PAD ~Sx A„Or~~~,
REFER TO STD. 20.23 ~~~~4,~•EESSip'•.Lf 0 N Q~
CO _ SEAL = NCRETE ENDC _ - AP 028396 =
WITH SPLASH P AD
17A , • .N E , ,
Y D,
is ~S SE
73 NOTES:
26.70' 27.80' 1. WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF T I A IS A IN DESIGN-
DISTURBANCE. WHENEVER POSSIBLE, WORK SHALL BE COMPLETED WITHI LEASED R 'ONSTRUCTIO N A WEEK. NL SS INITIALLE DATED
2. THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS AND NOT BEGIN AS APPROVED BY ENGINEER. WORK IN THE CREEK UNLESS AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED.
PLANTE ~ IKE LANE 3. THE DISTURBED CREEK BED AND BANKS ARE TO BE STABILIZED BEFORE THE INITIAL DATE
72 1.5 1.5' h~I'"\ WEEKEND OR WHENEVER CONSTRUCTION CEASES FOR ONE OR MORE DAYS.
SIDEWALK 4. FOR LARGER CREEKS CON STRUCTION SHOULD OCCUR ON ONE SIDE
5' 6' 4' 10' 10' 4' 6' ~ TIMBERWOOD Segmental Retaining Wall OF THE CREEK AT A TIME. THE FIRST SIDE SHOULD BE STABILIZED
5 GUARDRAIL De ' ( signed by Others Co Crete Endca ) BEFORE BEGINNING CONSTRUC110N ON THE OPPOSITE 51DE.
P PE 5. A TEMPORARY PIPE OR PUMP MAY BE INSTALLED TO CONTROL
~ SAO 3' ~ 71 3• S~ Op \ ~ ` CREF~~"'f1.81~'OFttN,C~/CO'I~S~T N fF ~I~'"~
~ CONSTRUCT ONE ROCK CHECK DAMS (STD. 30.10)
xistin Grade FLOW DOWN STREAM FROM THE CONSTRUCTION ZONE AS 1 ~
SHOWN ON PLAN NORTH ARROW
Pro osed Grade 67LF OF OF 60" RCP 0 20 ao ~
70 CONSTRUCTION ZONE
~ INV = of Pipe 700.3 TOP BANK Graphic Scale 1" = 40 ft.
INV of Pipe=698.1 '~DIRECIIQN_9 ~
TEMPORARY SEDIMENT BASIN CONTRACTOR SHALL INST L
DURING CONSTRUCTION OF C 69 THE CULVERT ONE FOOT OFFER DAM UPSTREAM UPSTREAM OF CULVE T. U
' JUST UPSTREAM OF COF BUILD BASIN INSIDE THE RIP AP 'EAM OF COFFER DAM, UM
ACCORDANCE TO CORP OF ~ ~ APROM LIMITS. DIST TOP BANK
URBED AREA. 0o M ENGINEERS STANDARDS. ~ ~ ~ REA.
~ ~ M INSTALL DIKE OR COFFERDAM IMMEDIATELY
0+00 0+50 1+ ~ UPSTREAM OF THE CONSTRUCTION ZONE
00 1+5 0 2+00 IF CREEK HAS BASE FLOW ~ o
~i M-1
'~1~J ~
~ 0
W
rr nn
V1 K N
SCALE: 1 "=10' (H) 1 "=10' V FOR US ~ ( E WITH ROAD CR OSSINGS, p
O STD. N ~ UTILITY CROSSINGS & CULVERT CONS ~ ~
TRUCTION) 30.18 b "r., ~
y N
~ E--,
A~
v
b~ W
73 0
26.70' 27.80' ~ a
PLANTE a~ ~ .r.,
1.5' IKE LANE 72 , 1.5 c~
SIDEWALK G4
5' 4' 10' 10' 4' g' ~ TIMBERWOOD Segmental Retaining Wall
5 GUARDRAIL Desi ned ( g by Others) m
Co Crete Endcap LOpE 3• o
S 1 71 S( 0 'o m
A 30'x27'x9" Rip R p Apron o r a ~ ~
NCDOT Std. Clas A xistin Grade FLOW
DEVELOPER OWNER
rovident Development
Pro osed Grade 67LF OF OF 60" RCP 70 Group, Inc,
6707 Fairview Road Suite B
INV of Pipe=700.3 Charlotte, NC 28210
INV of Pipe=698.1 704-367-0167
Mirafi filter fabric Designed By
69 EDPA
Drawn By
~ ~ JDL/DPW/WJW/EMH
ro ~ Date
~ ~ r M 08/16/05
~ ~ 0+00 0+ n Revisions
50 1+00 1 +50 2+ 8125 05; Count Comments 00 Y
Culvert #1 FINAL CROSS SECTION THRU CULVERT #1
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRAC MUST NOTIFY THE ENGINEER IMMEDIATELY Sheet 49 Of 55
AND SHALL NOT COMMENCE OPERATION UN11L THE CONFLICTS, DISCREPANCIES, o UNSATISFACTORY CONDITIONS E RESOLVED Project Number 04062 OR

' ~ S
.,ter,... i
CONSTRUCTION SEQUENCE: 7. Com lete final railing of road edges, slopes and install NOT . P g ~ DIMENSIONS PIPE
1. ALL EXCAVATED SOIL ACCUMULATED FROM THE INSTALLATION OF THE sidewalks as shown on the plans. WAIL OUT IN MIN.
CULVERT MUST BE STOCKPILED IN THE CLEARING LIMITS AND PROTECTED 1. Obtain grading/erosion control plan approval from THK, Dlh DIA H A B C E F G W K M
F SITE IN ACCORDANCE TO THE MecKlenburg county engineering department and approval from 8. As areas are brought to finished grade permanently vegetate, BY MEANS OF SILT FENCE OR HAULED OF landsca a and mulch. GENERAL NOTE RAL NOTES. 2 1 4 19 1 2 15" 271/ 20" 24 8" 7 1 2" 4" 4' 8.17 10' Q) 2 1 2 23" 18' 31' 20' 24 8" 9' 4' 4' 8' 17 12" L ~ 5
TOWN OF DAVIDSON ORDINANCE. the town of Davidson. P 3" 30" 24" 38" 20" 30 8' 12" 4" 4" 8' 21 15" U
2. SEE DETAIL SHEET FOR CONSTRUCTION SEQUENCE. 2. Re uest an on-site preconstruction conference with MCED 9. All erosion and sediment control measures will be inspected 3. CULVERT MATERIAL SHALL BE ULTRA FLOW CORRUGATED METAL PIPE q ONCRETE. 31/2 37" 30" 45" 20" 4a 12 15" a" 8" 8" 31 18` t ~ RNERS TO BE CHAMFERED 1 IF C a" aa" 3s" 52" 32' as 12 1s" s" a' a• 31 22^
ins ector at 980-721- 9058 and land development inspector weekly and after rainfall events. needed repairs will be made 1. ALL CORNERS TO BE R INFORCED CONCRETE PIPE. P - - (12 GAUGE ALUMINIZED} OR E Tommy Keziah at 704 634 6753 and Zoning Inspector Brian immediately. 4 1 2 51 42' 39" J2' 40 12 21" 8 8 8 34 26" ~ ~ ~
4. BEFORE GRADING FOR CULVERT CROSSINGS, ALL CULVERT MATERIAL - d Erosion control ins ector Core 2. THE CONTRACTOR Wll Safford at (980}721 0924 an p y - ARS 'Y" IN THE TOP 3 s• zs ~ c NTRACTOR WILL BE REQUIRED TO PLACE 2 #6 B 5 5a ae e m „ 5 1 2 65' S4' 7 32" 54 12 27' 8 8' 8" 38 33" F e ~ ~ m
SHOULD BE ON SITE AND COORDINATION WITH EROSION CONTROL - 8 and NCDOT ins ector Dou Sossamon 10. All culverts to have all material present on the site before OI Priddy at (980)721 905 P g startin installation. erosion control ins ector to be involved in OF ALL ENDWALL F ENDWALL FOR PIPE CULVERTS 42 AND OVER WITH A MINIMUM 3 s' 72" so" eo 38 66 12 30 a 12 12 as 3s" N a D ~
INSPECTOR REQUIRED. at 704 596-6900. Install stone construction entrance and g P ( ) the process of each stream crossing. COVER AND A LENGT ~ 8 1 2" 79 88 87 36 72 12 33 8" 12 1T 51 40 12 36' 12 12 58 43" tl ~ a ~ AND A LENGTH OF 6 LESS THAN ENDWALL. 7' Bs" 72" 9+" 38. 7e a m N
5. THE WING WALLS WALL BE SEGMENTAL RETAINING TO BE DESIGNED BY erosion devices necessary for phase of grading, per inspector. FRONT VIEW _ ~
OTIiERS. A PROFESSIONAL ENGINEER SEALED SET OF CONSTRUCTION inform MCED inspector of completion of device installation and 11. After the site is stabilized, remove all temporary measures DRAWINGS WILL BE PRESENTED TO MECKLENBURG COUNTY ENGINEERING request an inspection for compliance with standards. Receive t ve etation on the disturbed areas. 3• FORMS ARE TO BE l THE CONSTRUCTION OF THE BOTTOM SLAB. ~ ' ~ ~ ARE TO BE USED FOR o v o 0
m MCED ins ector. Contractor shall inform and install permanen g AND A LETTER SIGNED BY THE PROFESSIONAL ENGINEER CERTIFYING THAT grading permit fro p REINFORCING
THE WALL WAS PUT IN AS DESIGNED. inspector of each phase of construction. 4. WALL THICKNESS (T) HICKNESS (T) SHOWN IS NOT TO BE INTERPRETED TO •c' BAR ro" sAR DIA. N0. LGT. N0. LGT. G E E C
rubbin after ermit issuance. MEAN THE THICKNES 3. Begin clearing and g g p fHE THICKNESS ACCEPTABLE, BUT IS USED ONLY 15" a 2'-0" a 1'-11" 0
18" 4 2'-3" 4 2'-2" G N
4. Install an other measures as shown on plans, clearing only IN COMPUTING ENDW Y IPUTING ENDWALL QUANTITIES. 2a" a 2'-s" a 2'-a" L A? 30" 4 3'-3" 4 3'-2'
as necessary to install these devices. 1~ ~
5. IF CONTRACTOR ELE( 5. Contractor shall call the land development inspector, Tommy TRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, 3s' a 3'-s" a 3'-a" 42" 4 4'-3" 4 4'-2' i ~ C
Keziah at 704-634-6753, before the construction or installation AND POURS BASE S )URS BASE SEPARATELY, THE TOP OF BASE SHALL BE LEFT ROUGH. aa" a a'-s^ a a'-a" ~ o 54' 4 5'-3" 4 5'-2" _ ~ N ~ ~ v
of storm drainage, proof rolling for roads, or base stone for 60' 4 5'-9" 4 5'-8" a p 0~ INCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. ss" a s'-3" a s'-z" £ ~ ~ N w
the roads. 5. ALL CONCRETE TO E m~ 72" a s'-s" a s'-s" c ~ ~ ~ o
6. Install storm drainage with inlet protection at each structure. 78" 4 7'-3" 4 7'-2" ~ ~ d' a
install storm drainage pipe as needed to divert all flow to the 84" 4 7'-9" 4 7'-8" ~ i ~ ~ m
sediment tra when the site is stabilized and the sediment P trap can be removed the remaining storm drainage pipe can be TOP VIEW N v « ~ o
installed. Z_ "a 3
a ~4 BAR 12" O.C. "D" BARS AT 12' ON CENTER uiiiu
'C" BARS AT 12" ON CENTER C --I w ~ I I W . ARO
SDE VE .•F~.'ssia•• l f FOR RIP RAP SPLASH PAD QQ.O • '
REFER TO SfD. 20.23
SEAL
CO CRETE ENDCAP - ~ o2a396 N ;N~~
WITH SPLASH PAD ,~'`'~.F q;~
20.17A •NG~NE,.• D
~r ~ ~ nn
SE
NOTES: TNI N IS A F DESIGN-
1. WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF NOT RELEASED FOR CONSTRUCTIO
DISTURBANCE. WHENEVER POSSIBLE, WORK SHALL BE COMPLETED WITHIN A WEEK. UNLESS INITIALLED/DATED
2. THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS AND NOT BEGIN AS APPROVED BY ENGINEER. /
71 WORK IN THE CREEK UNLE55 AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED. INITIAL DATE
3. THE DISTURBED CREEK BED AND BANKS ARE TO BE STABILIZED BEFORE THE WEEKEND OR WHENEVER CONSTRUCTION CEASES FOR ONE OR MORE DAYS.
R/W R W 4. FOR LARGER CREEKS, CONSTRUCTION SHOULD OCCUR ON ONE SIDE
OF THE CREEK AT A TIME. THE FIRST SIDE SHOULD BE STABILIZED
PL NTER BEFORE BEGINNING CONSTRUCTION ON THE OPPOSITE SIDE.
70 I EWA K Se mental Retainin Wall 5. A TEMPORARY PIPE OR PUMP MAY BE INSTALLED TO CONTROL'-
A ADWAY FILL D g g NORM L RO CRE ~~NI~~~~! V '
' 1.5' (Designed by Others) MATERIAL COMPACTED 1.5
0 CONSTRUCT ONE ROCK CHECK DAMS (STD. 30.10) ~ DOWN STREAM FROM THE CONSTRUCTION ZONE AS SHOWN ON PLAN NORTH ARROW
' 6 17' 12'
69 OP D 20 ao ao
. ~ S~ 3• I- 5'--I CONSTRUCTION ZONE
Graphic Scale 1" = 4o ft.
Concrete Endcap 70LF OF OF 84" RCP Existin Grad TOP BANK
FLOW -~~~BIREC114~L.
68 ~1
INV of Pipe=679.8 U
~ INV of Pip =677 F-'7
CONTRACTOR SHALL INSTALL CONTRACTOR SHALL PLAC PORARY SE IMENT ASIN THE CULVERT ONE FOOT SHALL PLACE A 3' HIGH TOP BANK
DURING CONST UCTION OF IN COFFER DAM UPSTREAM TEMPORARY ROCK BELOW GRADE AND UPSTREAM OF CULVERT. U~
CULVERT CO A T IMMEDIATELY
67 BUILD BASIN IN IDE TH RIP RAP THE STORM WATER AROUI ENGINEERS STANDARDS. DISTURBED AREA. HATER AROUND THE INSTALL DIKE OR COFFERDAM UPSTREAM OF THE CONSTRUCTION ZONE r1 ,REA. Q
APROM LIMITS. rn ~ IF CREEK HAS BASE FLOW ~
r; r ~ ~ m ~a H
~ V 0 0
0+00 0+50 1+00 1+50 1+84 U U
W
AN K N W K T I ITH NS CO
FOR USE WITH ROAD CROSSINGS ~ ~ C''~ STD. N0.
SCALE: 1"=10' H UTILITY CROSSINGS & CULVERT CONSTRUCTION 30.18 ~d „ ~
~ ~ ~ -~o ( )
E-~ A~
a~
b~
W c>i
0
~ ~
a~ ~
71
R/W R W m
o m v `o
PL NTER U 0 S
70 Se mental Retainin Wall IDEWA K 9 9 a J U1
(Designed by Others) 1.5 1.5 DEVELOPER OWNER
rovident Development
33'X35'X9" Rip Rap Apron 5' 6 17' 12' Group, Inc,
NCDOT Std. Class A 6707 Fairview Road
69 pP . ~ St- Suite B
3 CharloNe, NC 28210 704-367-0167
oncrete Endca 4" RCP Existin Grad C p 70LF OF OF 8 Designed By
FLOW EDPA
68 Drawn By
INV of Pipe=679.8 JDL/DPW/WJW/EMH
INV of Pip =677 Date
08/16/05
Mirafi filter fabric Revisions
67 8/25/05; County Comments
rn
~ ~ ~ ~ ~
1+84
~ 0+00 0+50 1+00 1+50
"s C
Cu~vert #3 FINAL CROSS SECTION THRU CULVERT #3 4 9 IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 50 Of 55
SCALE: 1"=10' (H E: 1"=10' (H) CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY,
1"=10' (V 1"=10' (V) AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES Project Number 04062
OTHER UNSATISFACTORY CONDITIONS RE RESOLVED,
'a x
8
5

~1
Extend wall to
buildin . See
9 architectural » Alemite 1610-BL „ 8 X 8 X 1 8
4 re-cast - h draulic rease Y 9
P Smooth lastic red laps for P P cap ~ sleeve s red asset late f Ittln to be P 1 9 X6 s ware ed e q d
c ee specs. onnect~on INSIDE ON 9 ;s. LY „ accessible for ce m . 7 O.D. tube dar boards with 1 4 L
II corners maintenance o hln e 6 Ion g p. Screw to frame
g 9 1w eld @ 3 O.C. m Latch detail. with alvan~zed or
- 6 Steel Pi ' e filled P Illed . 9 - all around See detail 3 ~ m
> w concrete. 5 s at 32 stainless steel screws L
4 Red Back Mas Trash Trash onry wall on cen 1 X 6 X 1 2 -a m=~01 C
ter dum ster dum Veneer to enclosure ster Q rn v ~ to hln e & ate ~ ~ - 9 9 ~mQ~
vert~call . y 6- CY 6- CY match Buil ' 8 -11 1 2 ~ 8 -11 1 2" " v-vv
See detail din To of Grout cells 9 P Sealant , . » ~ ; c c
20 C 1.A. solid a paving I a 7-1 4 O.D. ° » 3 x 7-1 4 Gate frame 2 x 2 x 1 hin
8 e61, 9 9
O.D. tube. steel tube
d° Weld collar ate frame o 9 N
a . ~-III-I I ~ III- - i l_ - e ~ - I I I 11- to ost. welded olnts m p ~ L
I_III-II . -I = - I II III 6 I,Q. i e PP
~ 1-I ~ I ' Q III-_I Concrete slab _II Gates I - - ate ost ~ m 9 p ~ i^ ~
v, 0 6
re u~red I -III III-' a - NOTE: ~a~,~ CNN ^ .
See detail 20 C1.A. I ' ° . Elevation refer I 6 N \ steel ~ e set ~n ~ ~ U ~ 7 A PAINT ALL GATE FRAMES E _ ~ w
. PP to site Ian N set in 6 nom. I.D. ~ N AND PIPES ~ RED o
p a_ ; . 18 hole filled with ,d with ate ost filled ~ = a ~ a 9 P ~mao~
° concre NOTE. to ~ .q 4 with concrete o o ^ ^
FOOTING TO 7 -1 4,l N U w C rounded to , P
MATCH BUILDING 3 rams lar base 6 MIN. O.D. ube See bollard detail I Ise - collar
9 SEE STRUCTURAL DWGS. at bottom of hole hole CAR'''%,
TYP. FTG. 1,- f geld ~ . . o Cane bolt o4..~FESS;o~..lr~,
NO SCALE SEC-C17M ND SCALE welded " See detail
MDUMPSEC NO SCALE SEC-C07 _ to ate _ _ SEC C07 NO SCALE 9 SEAL
aS _ 028396 _ t P SEC C18 -
;~'`••.F .N E ~
3M Stanork Series ~ I 1 1`,~~ ni ~
L420or equivalent WHte 1. RALP AND wTN6 SLpPES S41A11 IaT ~ SIEEpER THAN 121. TOP OF BAFFLE SHOULD METAL'POST Installntlo_ n G~ddelings_~ SHE RAWP,~pEA 2~ wr,ac 121.
20' 2. CUt1EN FLOR' LIIE ATa PLAN PROFIE SNtL aE uwnAlNEp txRaUCH BE 6" HIGHER THAT THE -Air tenperature 60•F C15•C) a, tHE SURFACE pF mE IMED 111R000H SEAL
TTOM DF THE LTdERGENCY and rising ROMWAY CURB Ala Ol11TER. RANP SFw~ ~ FETISH w11H THE iION'LRJE QF 1FIE SPILLWAY PIµ yy~pL 4FL NAHINUM BETWEEN POST -Pavenent tenp. 70'F (21'C) ® 4. TrIE PALP OPENNC (Ai THE FUMY DEPRESSED CURB)) SWLL BE LOCATED ,ww~ME ~ THE cx TI IS PLAN IS A FINAL DESIGN-
NTIFIRI THE PAFALLEL BOUNDAItlES OF THE CROSSwVEk IAARKINGS. THE and rising FOR PROPOSED WW CENTERLNE STALL BE lDCA1ED AT THE CORNER RADIUS CENTERLME ens un~E'co ° f N T RELEASED FOR CONSTRUCTIO
"NOG WIRE' TO BE A -OverNght tenp. not below ACCESSBIE iW,IP Ur1E5S DDIERWISE DIRECTED BY THE ENCIfEf7t OLUiOWY, CURB WADS INIMUM OF 6"x 8" &1FFLE µATERW TO CONSIST 40'F (4•C) ~ ~n,WR E Wu, kls~~h UN SS INITIALLED/DATED ~ ~nECS Lea 9 Gro AS PPROVED BY ENGINEER.
LOCATED ON ENCH SSE OF nE wND SIpPE MO wlRgl THEHES L~ 0 SQUARE MESH OF A COMBI -No rainfall should occur NATION OF JUTE/ 5. THE mND Ala RAMP sURFAEFS 54u1 BE JBOD PSI CONCRETE 4na /
COCONUT F~ER MATERU~1 within 24 hour prbr to M ~ ~ wntl A LtRIRENf EpIION NCDOT STANDARD application ~ RCaAS ~ • ~ a. wwc Pro osed 10' Bike Path INITIAL DATE
BDTTOM OF BAFFLE 8, DRARIACE SIRUCTIRES, YAST ARKS, raer PttES Ara oT1ER
P dheslve~ SHA1L NDi ~ aeSTRUCTKXIS LACED IN A 6" DEEP TNCE ~ PLACED M TINE wmI WApS LacAnaTl OF THE RAA1P SH41 CEDflICE Ol£R LOGIIKIN Cf OBSiRUCIKIIJS IXCEPT wFIERE EXSIRa TRENCH AND THEN THE The use of 3M Stannrk C9S7RlICnDNS ARE BEING UIEIZED N THE NEW COTSTRIICipN. ~i,~~w~icw~ ~y . TYPICAL LOCATION OF A SRIRI F c E EXSIk,C RAMPS AND PEDESTRIAN CROSSWALKS Center Li
TRENCH 15 FN1ED WITH .o contact Cenent E-44T or T. AT ALL La•ATrua, Not IE45 TrLw 2 FEET pF FULL PLACED BE1wFFN nE RAAPS. f[IGlfT CUiB SHILL BE 501E AND COMPACTED equivalent Is required on all ~x,r tune swu ~ _ N CITY STREETS ne °f Creek
surfaces, Allow tine for prM~er A ~----1.
N~(1~ to dry before applying synbd. 4" thick ' r wwrwc s,mv 2% Slo e 1' Pl/NONG 5,pP r ~ ;.c T,~ r Ek O~~d
~ Taepk>Q Au'k' ~ Synbd narkings nust be tnnped ~Stjyl ~C eoiE 9 GroU i5~'1t`
\ ~ ~ three tines back and forth 1 2' Machine-Laid as haltlc nd E~ arosswux
\ / (six passes) over each port of the \ \ to a with a tan er cart FLOW UNE n P p carrying J' ~o' concre a sur ace
\ NOTES 200 Ib. (90kg) of weight) ~ ~ ~ ~ Start In the center nr~d work your way 4' A re ate base NORTH ARROW ra~E T y r
~ 1.) DRNE STEEL FENCE POST AT (FAST 18' " to the edges of the narking to renove any trapped air. 4 thick a Cor7 acted Soll " ~ ,,u
~ INTO 1NE GROUND 2.) WOOD P05T ARE NDT ACCEPTABLE s' ~N6 > T t s• wuc
3.) U5E STAPLES 1Fi APART TO ATTACH FABRIC I EbST11C OBSTRIICIaN
TO 1fOG WIRE' P M M FOR OBSTRUr1ED CORNER rnl is OR / \ 1.) BAffIE SPACED AS PER PUN (BAFFLES FOR TYPICAL LOCATION OF AC SSIRI F _B6DIUS OR RAMPS AND P D TRIAN CROSSWALKS
FF \ TO BE SPACED AT A 1lpMUM OF LOFT APART :EI ON STATE SY TEM STREETS SEE NCDOT S,A,~WD DAAWRIGS
/ ~ 5.) DAIERSpN SWALES SW111 ENTER TI1E BASNT / ~ SO TfUN THE FLOW 15 DRECTED THROUGH
AT LEAST Two 1l•:NCTNS of BAFEL;;s BIKE LANE DETAIL STAN A ACCESSIBLE ~.~.10.35 U
BAF NTS D RD PLACEMENT OF ACCESSIBI FLE DETAIL RAMP AND GENERAL NOTES ES Z
.r.,
o'- ' ~ .I~-- i o'-a"
~
'~i
. O 0
l• I
vL PLAN FOR TANGENT SFrn~N ~ ,C.I
0
H
b
_ ~
~
A~
a~
b c~
3'-6" 3'-6" ~
PLAN FOR R SInFNrml r -DE-Snr
6" R. NOTE:TRANSITION FROM VALLEY GUTTER - ~
TO 2' 6" SECTION TO BE MADE PER STD. 10.19.
i v
it i a 6 CATCH BASIN F RAM E I , a.
I I I N VALL 29 EY GUTT ER .
I ~ I H I I I ° 5 1 _Q I ~ Landscopmg materials, grass, sod, a 1 3/8"
mulch, etc. shall be flush to 1" m •v m o ~ ~ L Q Z
~ below top of curb. a ~ ~
~ 24' VALLEY \ A 18' CURB k GUTTER u coNSTRUCnoN IN acxaRDANCE DEVELOPER/0~9NER
Sloe 1 2" p / 2 1 /2" WHITE ,~-s" N (SEE SITE PLAN) WITH NC D.O.T. STD. SPEC.
o per foot MIN. ` STRIPE I s" - , rovident Development fOR ROAD AND BRIDGE CONSIRUC110N
rn ~ 2"R IIIIIIIIIIIIIII _ ~ 2 x i 2 X4'THK. Group, Inc, 3 4.~ _ - BINDER COURSE 4" CLEAN OUT 6707 Fairview Road
23 ~/2°R / = CONC. COLLAR III-III ~ TACK COAT $UIfA B
Top of Flowline Greenstreak Paving Cap Seal _ - w/ #4 BAR cnarlone, Nc 2a2to
a, paving ~a . Profile X610 -See specificotions a• LAYER C A 704-367-0167
. a NO SCALE ~ /U ~ ~ for additional information, TOP~L ° ~a B Il~la a ono \ ~ ~ / / Designed By
O'er a ~e ~ea ~ ~ ~I' ~ I~I ~ ~ EDPA
a I CAL E ~ a. ° PICAL E ~ ~ ~ ~ ~ G XPANSION - JOINT 11=I~HII~II~I I I I 1= ~ Drawn B I, n nl ~ Y
~D o II-L-I, l~l'~, II~II~II~IF I~II~IIIII~II II = 4 45' BEND , ~ , III„ 111111-III JDL/DPW/wJW/EMH
9' 8' ~ ~ Concrete Curb & 9 Gutter PRIME CDAT Dat@ COMPACTED SUBGRADE NCDOT 4 z4" WYE MIN. 95% ASTM D698 GRADED AGGREGATE BASE 08 1 6 05
w/ 2-#5 Bars (continuous) STANDARD PROCTOR /
31I 1 1 n N Sawcut 'oint -fill Revisions
Vh Compacted Granular Subase, See with sel levelin 4" PLUG ~ g DIMENSION & TYPE 8 25/05; County Comments
- i. i nnvinn enan~ {nr Tt,;,.l..,,.,.,. elastomeric sealant PA1lGU~NT crnnnn~ _
rur y aflw0. ]VI l l,R IGJS J HANDICAPPED = m m 3 8n • .,wiivn H t5 L STANDARD DUTY If SF 9.5A 2" S 9.5A 8" ABC 4" PVC SEWER LATERAL
~ PAVEMENT Note: See Grading Plan for Direction
of water flaw and type of curb needed.
L TYP. 1, NOTE: SEE of parking -o, NOTE: SEE SPECIFICATIONS FOR
2» 2 - i SPAC SOLID BLUE SEC-Col NO SCALE SPACING REQUIREMENTS
space g 1 18 SEC-C02 NO SCALE NO SCALE
CO NO SCALE CONCRETE CURB & GUTTER ~TYPICAL C PPICAL CONTROL JOINT 4 ASPHALT PAVING SECTION 5 TYPIC
NO SCALE AL CLEAN-OUT
HANDICAP PARKING DETAIL INT'L BARRIER FREE SYMBOL
Sheet 51 Of 55
Project Number 04062

-
Ay1 -T~ i,
BACK OF CURB 12" FRAME, GRATE do HOOD GENERAL NOTES: i~-1" ~ a LSTD. 20.02A 1. MORTAR JOINTS 1/2` 1/8" THICK ^ y - ~ ~ X 2.ALL CONCRETE TO BE 3600 P.S.I COMPRESSNE STRENGTH. 3 _J ~ 1 3/8" n n
I 1 2" 3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY CNY/COUNTY ENGINEER. N 3/4" 4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHAH BE PROVIDED WITH STEPS ll L P 2'-113/4" SEEDING S
Y Y 7- L I 1 -2 ON CENTERS. STEPS SHALL BE IN ACCORDANCE WRH STD. 20.12 8" S. CONCRETE BRICK MAY BE USED IN UEU OF HARD COMMON CLAY BRICK. B EC I P-P CHEDULE
A 6. JUMBO BRICK WILL BE P M ~ TON ~ , ER fITED. ~ ~ n ~ 1 7. FOR 8'-0` IN HEIGHT OR LESS USE 8' WALL. OVER 8'-0" IN HEIGHT USE 12` WALL TO ~ 7}~ B 2-3/4' SEEDBED PREPARATION NOTES
M I n 6'-0 FROM TOP OE WALL, AND 8" WALL FOR THE REMAINING 6'-0". I B. FOR FRAME AND GRATE DETAIL SEE STANDARD 20.02. N N i. SURFACE WATER CONTR01.. MEASURES TO <E WSTALIID ACCORDNG TO PLAN. COMPLETE GItAORIG m
9.ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE io -+I i--2-i 8" 2-1 8" INSIDE WALL, GROUTED AND BRUSHED SMOOTH. I SECTION N-N / / BEFORE PREPARR4G SEEDBED. ~ ~ ~ 2. AREAS TO BE SEEDED SWILL BE RIPPED A1ID SPR
X 10. WEEP HOLE(S) SHALL BE PLACED IN L?aCK WALL A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC N A SECTI N M-M FOOT OF N ~ g UMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT SECTION B-B SECTION L-L FAD WITH AVANABI.E TOPSOIL 3" DEEP ON SLOPES ~ i 1:1 OR FLATNR TOTAL SEEDBED PfiEPARED DEPTH SHALL BE 4' TO 6" DEEP. IF SOILS ARE COMPACTED m
WEEP HOLE. , PLAN SECTION X-X 11. BRICK SHALL 8E BONDED WITH FULL HEADERS EVERY 3 COURSES. J DURWG GRADWG LOOSEN TO A OEP1H OF 6' TO 8". = pY 3. 100SE ROCKS, ROOTS AND OVER OBSIRUC110NS StUIL BE REMOVED EROM 1HE SURFACE TO t
12. SEE STANDARD NUMBERS 10.29 AND 10.30 FOR PLACEMENT OF CATCH BASIN. A A PRErEMr ~ _ ~ rn WIERFTRENCE MRH ESFABUSHMENf MID MNNIENPNCE OF VEGETADON, ~ L o m c
12" B ~ - \ ~ 4. APPLY LIME ACCORDING TO 901E LEST RECOMMENOATpNS. SOES WRH pH HIGHER THAN 6 NEED NOT m ~ ~ n BE DIED. E pH IS NOT KNOWN, APPLY LIME ACCORDING TD SEEDING SPECIFpA1KINS BELOW. APPLY m c c ~
= PLAN K 3'-D" ~ , " m LIMESTONE AND WCORPORAIE Wf0 TOP 4" TO 6" OF SOIL a pt Q 5. APPLY FEfITILIZER ACCORDNG TO SOIL TEST RECOMMENDAIKWS. IF NO SOIL TEST HA5 BEEN U c p• N
_ ~ r g•~. y ~,8, ~ B"-• ~--8' FRAME, GRATE, do HOOD ASSEMBLY ~ 10 N 1 PERFORMED, APPLY FERRUZER ACCORDING TO SEEDWG SPECFK'Al10NS BELOW. N m
~ m STEP "-q-? a N o I L STEP M ,I a L N ~ Y N 6. ROUGHEN SEEDBED SURFACE PPoOR TO APPLICADON. GROOVE OR FURROW SLOPES STEEPER 1WW O ~ _ "o 'O 3:1. c > c c
E ~ n 7. FOR TEMPORARY SEEDWG OF AREAS WHICH WILL NOT BE BROUGHT TO FlNAL GRN1E FOR MORE 1FV4N ~ •U ~ ~ ~ 30 WORpNC DAYS, FOLLOW 1HE TEMPORARY SEEDING SPECIFICATpNS BELOW.
8" q m , + ` _ ~ L ~ N r ~ I m
ourLEr ~ B" 1 G + J M I PERMANENT SEEDING SPECIFICATK)NS - ~S
~ FRAME. PLAN 4' . a' a v 6
~ m ,...3/4. 3/4^~ ~ n ~ , 11/16" SLOT FOR I ° 3 4" LOW MAINTENANCE AREAS N 1-3/4"
d / SECTI N Y-Y e SECTION A-A rr3/4" 1/2" BOLT L m TYPE-E STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS h
O ND ATIO S TIN - L ~ ELEV N ~C 0 J J r WHERE 30" TO 36" PIPE IS USED I
S(;NERei NOTE SECTION J J SECTION B-B DATES TYPE RATE v m AUG. 25 -SEPT. 15 TALL FESCUE 100 LB/ACRE ' o FEB. 15 - MAR. 21 SERICEA LESPEDEZA 30 LB/ACRE " ~ a
SIDE ELEVATION/SECTION M-M 3-1/z' 3'-D" 3-1/2' WHERE 42" TO 54" PIPE IS USED SUBSTfN110NSOWlII BE ALLOWED SECTION K-K KOBE LESPEDEZA 10 LB/ACRE ~ N n n m
+--E-.. FOR TYPE "E", "F" AND "G" GRATES. R ~ 5/6° ° ~ ~ vii A n i/2" 1-1/2" GENTLE SLOPES, AVERAGE SOILS £ ~ ~ pj
, ~ ~ c
J J a 3"7/8" 3' RAD. 1/2' 4-3/4 ~I-5-7/8" 5-7/8"~ I~ LL a M M ~ 3 W CO ~ a _ DATES TYPE RATE so m o o v
B N 3/4"'~ I~ , I ~-5 s / 1 1-1/2 AUG. 25 -SEPT. 15 TALL FESCUE 00 ` n n ~
i-1/2-rl --Q X1/2" FEB. 15 -MAR. 21 BO LB/ACRE N ~ ~ ~ o SERICEA LESPEDEZA 20 LB/ACRE KOBE LESPEDEZA 10 LB/ACRE
~-2 --~I 3 4" 3/4"~- ~I I--i-S/8" SEE SHEET 20.018 2' 11-i/2"
FOR DETAIL OF R-.-I SECTION R-R PLAN sLAe PLAN H L ATI SECTION A-A HIGH MAINTENANCE ARFAS \\1\`~~i u i i urrrrrrrr
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES ~ CARD r'~
BRICK CATCH B " ASIN 15 THRU 4 PI 5 PE ~4~:•'ss•.L% DATES TYPE ~ : Alf E 1 ~'Vy' .f~', RATE ; ~,Q ! , y ,
FRAME GRATE A ND HOOD FOR USE ON STAND CHARLOTTE-MECKLENBUR ARD CATCH BA GLAND DEVELOPMENT STD. - S I N 20.0, A F SCALE: NTS CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.02A SCALE; NTS FRAME G RAT E A AUG. 25 -SEPT. 15 BLEND OF 1W0 TURF-TYPE 200 - 250 LB ACRE _ ND HOOD FOR / _ USE ON STANDA _
CH RD CATCH BA TALL F _ SIN ESCUES 909: AND _ CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.028 TWO OR MOR ( ) _ SEAL -
SCALE: NTS BLUEGRASS VAERIEfIES ~10%) 028396 - ;a'• ~ ,
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS %~~•'•FNG CtiR'. IN
CONCRETE CONCRETE REINFORCING DATES TYPE RATE ,r~'rr r
PIPE DIMENSIONS ~ ,~1~~~ PIPE "C" 8AR "D' BAR AUG. 25 -SEPT. 15 BLEND OF 509a KY-31 TALL 200 - 250 LB/ACRE
ANCHORAGE SCHEDULE WALL DUT IN I FAR C-900 PVC 3' < BURY < 12' FAR DIP 20' < BURY < 30' THK. DIA DIA. .LL OUT IN MIN. Del N0. LGT. N0. LGT. NOTESi FESCUE AND 507 MIXTURE 1. THE BELOW HEADWALL DETAIL IS i0 BE USED AT THE OF TWO OR MORE TURF TYPE AL d3° K. DIR. DIR. H A B C E F G W K M 15" 4 2'-D" 4 1'-11" TALL FESCUES
FAR DIP C ZO' BURY FOR RCP 10' < BURY < 18' 2'/4'9' 2 i5" 2 I/4 19 1 2 15" 271/2 20" 24" 8" 7 1/2" 4" 4" 8" 17' 10° 18" 4 2'-3" 4 2'_2" OUTLET STRUCTURE FOR STORM SYSTEMS AS SPECIFIED DN TH
FOR PIPE 11 1/4° BEND 22 1/2° BEND 45° BEND 90° SEND z 1 2 z3 16 RCP 3 < BURY < 10 TEE TEST 3" 30• 24" 12 23" 18" 31" 20" 24" 8' 9" 4" 4" 8 17 12" 24" 4 2'-9" 4 2'_8" GRADING AND DRAINAGE PLANS, IS A AL ESIGN- 2, ALL HEADWALLS SPECIFIED ON THE GRADING AND DRAINAGE GRASS-LINED CHANNELS, AVERAGE SOILS N T RE ASED FOR STRUCTIO 30" 24" 38" 20" 30° e" 12° 4' 4" e' 21' t5" 30" 4 3'-3" 4 3'_2• PLAN TD BE USED AS INLET STRUCTURES, SEE DETAIL CMLDSM
SIZE PRESSOR 31/z" 37" 30" I/2 37" 30" 45" 20" 44" 12 15" 6" 8" B" 31' 18" 36" 4 3'-s" 4 3'-8" 20,17A DATES UNLESS INITIALLED/DATED
4" 44' 36" L H L H L H L H L (PSD 412 51 42" I 44 36" 52" 32" 44" 12 18" 6" 8" 8" 31' 22° nPE AS APPROVED 13Y ENGINEER. 42" 4 4' 3" 4 4'-2' AUG. 25 -OCT. TALL FESCUE 200 LB ACRE 0 2 51 42" 59" 32" 48" 12 21" 6 8 B 34' 26" 48" 4 4' 9" 4 4'-8" / R
' TlpSOil IM DFF STREET R/V / H TOPSOIL M OFF STREET R/W \ ~ 5" 58" 48 ~ CITY STREET STANDARDS 1N STREET R/IJ / CITY STREET STANDARDS DI STREET R/W I ' / I'-3' I'-D' 2'-3' I'-D' 2'-6' I'-6' 2'- , - - ' - 5 1 2 65" 54" 58" 48 6fi 32 48 24 6" 8 8 34 29 4 - 5 LB/1000 SF INITIAL DATE
9 1' 6' 2' 0 1' 6' 20D ~ 6" 6" 72" 60" i 2 65" 54" 73° 32" 54" 12 27" 6 8" 8" 38' 33" 54" 4 5'-3" 4 5'-2" 72" 60" 80 36 66 12 30 8 12 12 46 36 60" 4 5'-9" 4 5'-8` GRASS-LINED CHANNELS, DRY SOILS
SELECT BACKF[Ll S0.ECT BACKFRL I'-6' I'-3' 2'-3' I'-6' 3'-D' I`-6' 4'-D' - • - • _ • 6 1/2 79 66 I ND ROCKS) 6' ]N DIA ND ROCKS > 6 iN D[A Y 6 3' D 1' 6 300 /2 79 66 87 36 72 12 33 8" 12 12 51 40 66" 4 6'-3" 4 6'-2" DATES TYp
NO QiGAMC MATERIAL 7" B6" 72" ! fJ0 ORGANIC MATERIAL VAR]ES PLACEMENT DI 12' LIFTS VARIES I'-6' I'-li' 2'-6' I'-9' ' ' ' • r_ ~ ~ . PLACEMENT IN 12' LIFTS COMPACTION TD 93X PROCTOR n 3 -O ~ O 3 9 2 0 2 6 2 0 200 " B6" 72" 94" 36" 78" 12 36" 8" 12 12 56 43" 72" 4 6'-9" 4 6'-8" E RATE APRIL 15 -JUNE 30 COMMON BERMUDA GRASS 40 - 80 LB/ACRE OR
COMPACTION TO 95X PROCTQ2 8 1 - 2 LB/1000 SF
2'-0' 1'-6' 3'-0' 2'-0' 3'-9' 2'-3' 4'-6' 2'-6' 3'-6' 2'-3' 300 - - - - - - N9TES: ~ AMETDMENIS SH4lL BE APPLIED AT THE RAZE OF 4000 IB/ACRE OF GROUND AGRICUUURAL LIMESTONE NOTES: 1. SEE AE?IOVf DETAIL FOR STRUCNRE DIMENSIONS MID 1000 LB/ACRE OF 10-10-10 FERTAIZER. DRY SOL, GRASS-LINED CHANNELS SHALL USE 3000
SELECT BACKFILL 1r ! I i. I I~ _ , . I - _ SELECT HACKF]LL 1 ' ( 2' 6' I' 9' 4'-D' 2 3 - - _ ' _ . _ I I 4 _ , I w DR DRGAm 3 Ropcs C MATERIAL 1 ~ a 3 0' S' 0' 3' 3 4' 0' 3' 0 2pp S NO ROCKS OR WtGANIC MATERIAL = HMID PLACEPENT [N 6' LIFTS I III 2. SPLASHPAD TO BE SLOPED SUCH 7FWT DRANrAGE IS LB/ACRE OF GROUND ACRICUI.IURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERINIZER. MULCH
HAND PLACEMENT IN 6' LIFTS f COIPACTD]N TO 95X PROCTdt - - _ . _ O i I I= WARBS 3' 6 2'-0' S' 3' 2'-ti' 6'-0' 3'-3' 7'-0' 3'-6' S'-0' 3'-ti' 300 COMPACTION TO 95Y, PR~TOR I I-I SHAH ~ APPLIED AT THE RAZE OF 4000 LB/ACRE OF STRAW. STRAW SHALL BE ANCHORED BY TACKING DIRECTED TOWARDS PIDDLE 6~ DD4. HOLE WffH ASPHALT. NEi1WG OR MULCH ANCHORING TOOL. JUTE OR EKCELSNNt MATTWG SHAH BE USED IN
DiA III vAR¢s I1- GRASS LINED CHANNELS TO CALCIAAITD HIGH WATER DEPTH.
_ _ ( 1/3 PIPE DIA. M 3'-0' I'-0' 4'-0' 3'-0' 4'-6' 3'-9' 6'-0' 3'-9' 4'-6' 3'-Li' 200 - IDl 67 MASHED STQ~E 4 14 NORTH ARROW
- - 4'-0' 2'-6' S'-3' 3'-6' 6'-0' 4'-3' 6'-6' S'-0' S'-0' S'- ' 0 300 TEMPORARY SEEDING SPECIFlCATIONS -
TYPE I I 3'-0' 2'-9' 4'-6' 3'-6' S'-0' 4'-6' 7'-0' 4'-3' S'-0' ' s DATES TYPE RATE AMENDMENTS / I
TYPE I 16 a o zoo 4'-0' 3'-0' 6'-3' 3'-9' 6'-5' S'-3' 8'-0' S'-3' T-6' 4'- ' i JAN. 1 -MAY 1 RYE (GRAIN) 120 LB/ACRE 2000 LB~ACRE GROUND
FAR DIP > 30' BURY o 300 ~ FEB. 15 -MAR. 21 ANNUAL LESPEDEZA 50 LB ACR AGRICULTURAL LIME- ' OR LOBE / E STONE AND 750 LB/
GENERAL NOTESI NOTES FOR SDR-35 PVC 3 < BURY < 1z 1. THRUST BLOCK DIMENSIONS BASE - ~ i ACRE OF 10-1D-10 1 FERTILIZER
D DN SOIL BEARING CAPACITY OF 2000 P,S,F. AND A TEST PRESSURE OF 200 PSI, SIZES OF A MINIMUM OF 12' FRQF OUTSIDE DINETER ff PD'E TO SIDE TRENCH MUST THRUST BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY ff SOIL VARIES. DATES TYPE RAT _ E AMENDMENTS
/ BE ALCOVED F(Xt COMPACTION ff FILL MATERIAL. 2. PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND PORTION Df PIPE BEING ANCHOREA TOPSO[l M OFF STREET R/V \ 2, BACKFILLING ff TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE 3, ALL CONCRETE THRUST BLOCKS SHALL BE 2500 PSI PORTLAND CEMENT CONCRETE, 5, _ MAY 1 -AUG. 15 GERMAN MILLET 40 LB ACRE 2000 LB/ACRE GROUND / AGRICULTURAL LIME-
CITY STREET STANDARDS IN STREET R/W '2' PIPE IS LAID. 4, JDINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECT 5. NO THRUST BLOCKING ff VERTICAL BENDS SHALL BE PERMITTEDACONTRA TPLACENENT OF JOINTS. 5 ~ STONE AND 750 LB/ U ACRE OF 10-10-1t7 y
3, UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED LIEU OF THRUST BLOCKING AS INDICATED C OR SHALL USE RESTRAIN JOINT CLASS 350 DIP IN t TRENCHES AFTER THE PIPE HAS BEEN PLACED, COMPACTION REgU[REMI.NTS ON THE PLANS. . SELECT BACKF[lL SHALL BE ATTAINED BY THE USE ff MECHANICAL TAMPS ONLY. EACH AND EVERY t , ~ FERTILIZER ,G, • r' - _ DATES
NO ROCKS) 6']N DIA LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY TAMPED INTO PLACE. IlI~1S1URi~D UNDISTURBED NO ORGANIC MATERIAL VARIES EARTH EARTH 3• Tl_PE RATE AMENDMENTS ~ ~ 2'-8" ~ AUG. 15 -DEC. 30 RYE GRAIN
4. ALL P[PE GRADES SHALL BE AS SHOWN ON APPROVED PLANS OR AS DIRECTED CONCRETE = ; PLACEMENT iN 12' LIFTS BY ENGINEER. ~ COMPACTION TO 9S6 PROCTRt ~ , t.,," I ( ) 120 LB/ACRE A2000 LB ACRE GROUND ~ ` GRICULIURAL LIME- ;
5. MAINTAIN A MDOMUM ff 3 FEET OF COVER OVER PIPE OR USE DUCTILE DTW PIPE. ti a 12, • SELECT BACKFILL - - MAX, 45' ~ ~r •„i, _ _".r~ 4' ~~'e~ STONE AND 1000 LB/ r: ~ i 15~:.1<1~ ACRE OF 10-10-10 •r•.1
6. ANY OVER EXCAVATION BELOW GRADE SHOWN SHALL BE BACIffti P cn V/ fn 67 q DITCH BANK PA ROCKS OR ORGAN]C MATERIAL 10' - / HAND PLACEMENT IN 6' LIFTS = STONE REGARDLESS OF TYPE OF BEDDING / ~ ~ ~ FERTILIZER ,...1
C~ICRETE cDMPACn~ITO 9sr.PRDETaR 7, WHERE ROCKY SOIL CONDITIONS ARE ENCOUNTERED RE6UIRING BLASTING llT'E IiI W /4 8AR 1Y O.C. b' YNa Al 12' 011 ~ ~ ~ AT 11E RAZE OF 4000 LB/ACRE STRAW. S1WlW SHHL BE NIC110RED G~ ASPIMLT. NEIIWG OR MUI01 ANCHORNG TOOL ~1
2' D[A W BEDDING SHALL BE USED REGARDLESS OF PIPE MATERIAL TD INVERT GRADE, 16 ~ ~ , lr 'C" 09LS Q 14" dl C911ER C' 9NY5 51'M~0 12" APART f:9L0ED SLOPES AID FI! s - lTf ANCIE FOR GRADED SLOPES A1D FNLS SHALL BE NO GREATER ~
Pil 67 WASHED STOPS 4' 8. 3' VIDE N[BJ-METALLIC BLUE TAPE IDENTffIED AS 'BURIED WATER LINE' SHALL DE INSTALLED 12' BELOW FINAL. GRADE OVER WATER MAIK DITCH DITCH BANKS rr tIMN DE AMCIE WNICN CAN BE RETRIED 8Y VEGETATTff COVER OR OBIBI ADEQUATE EROSION O O (p `~yP DoMIRaI DEVICES oR Sl1IIC11IES. TM ANY EVEHf , SLOPES LEFT EJU'OSED SIWL, WRHW 15 U U
BANKS J~~;, ~ W011(11G DAYS OF COYPlfTION Df AMY RWSE OF GRADING BE PLANTED OR OTHERWISE PRUVIDED
- D11CH BOTTOM TYPE III r'' - a~.~ WBH GROTTO COVER, DEVICES OR SIRIICAItES SUFFKOENf TD RESIRNN TAOSDN. G ~~yy v ` °G~
UNDISTURBED - EARTH PLAN 45° BENDS ~OEARI HEED / G 5' 5 ~Qlal~$ - WEENEYER LMA DISNRBWG ACIMIY 6 UNDERTAKEN ON A TRACT ~ M"'"4
PLAN VIEW AT TEE ALSO 90°, 22 1/2° 11 1/2° ELEVATION AT FITT COMPRISNIG MORE 1HMI R r ONE AC F, IF MORE TIWI ONE CONIpIIOUS MYtE IS UNCOVERED A ~
INGS GAOUEO COYER SUFFlCIENT TO RESTRAIN EROSION MUSE BE PLANTED OR 011#RWISE PROVIDE WRTIN 15 WORIGNG DAYS ON THAT PORTION OF THE TRACT UPON WHK1i FURTHER ACTNE ~
BEDDING DETAI W CONSTRUCTION IS NOT BEIIG UNDER PROVIDED 1HAT ~ FOTILOIG ~ TAKEN, 1HI5 51141E NOT APPLY TO CLEARED rC
L ATER MAIN TH RUST BLOCK SCALE:NTS SCALE:NTS BA5111 OF A RESERVOIR UUER TO BE INUNDATED. • r-1 ~ Psi
CONCRETE ENDW ~ ALL WITH SPLASHP AD & DISSIPATER SEEDING S ~ CHEDULE
H DWL SCALE: NTS A U
N
b
TYPE TYPE 'G" ttPE "E' TYPE 'F" ~ ~ 2"-11 3/4" 0
2'-0" SQUARE CONC. NO~~ ~ B 2-3/4
TYPICAL ALL VALVE BOXES 1. CLASS OR MEDUW SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF WAIEF APRON TO BE DESIGNED BY THE ENGINEER. WATER Row SAG WATER FLOW
NOTES = _ = e ° _ I ~ " A A 1-1/2" n ~
- - Z .a . e~ = 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR III= - - s v ~ , RIPRAP APRON DESIGN STANDARDS. 1. TEMPORARY SUPPORT TAPPING ~ ° e. a ~ (I I r-4
sADD III- I ~ ' LE ~C VALVE AND APPLY ° . 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROU •r"4 1.. ~
STANDARD HYDROSTATIC TEST. III ° e I I END OF THE PIPE OR CULVERT AT THE DISCHARGE OUT lET AT A MAXIMUM _ - = I SLOPE OF 2:1 AND A HEIGHT NOT LESS T1ilW TWO THIRDS THE PIPE DWAETER n I
OR CULVERT HEIGHT. WATER 2. IF NO LEAKS, POUR INDICATED =III=III = WATER FLOW SAC WATER ROW r----
THOROUGHLY TAMP ~ PERMANENT CONC. BLOCK I= 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE B 1-1/2" 1-3/4" m
AND SUPPORT PAD. DITCH TO SPECIFICATION SURFACE OF THE RECEMNG CHANNEL THE AREA TO BE PAVED OR RIPRAPPED REQUIREMENTS 8" PVC SDR 35 SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE TYPF d~ T -E c TYPE 'F" ttPE "E" TYPE •c" M SECTION B-B ~ ~
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECENING CHANNEL THE PLAN 3. MAKE TAP, LINE EXTENSION APRON SHALL HAVE A CUTOFF OR 10E WALL AT THE DOWNSTREAM END. I 5/8" m o m
AND BACKFILL. BRICK 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM AI SF -1-1/2 1-1/2" ° o r DETAIL SHOWING TYPES OF GRATES TO BE USED ~ a J
4. COVER GLANDS & BOLTS WITH SEE NOTE 5 WIDTH OF THE RECEMNG CHANNEL MAXIMUM TAPER TO RECENING CHANNEL 5:1 ACCORDING TO WATER FLOW SECTION A-A
HEAVY POLYETHELENE SHEETING TAPPING SLEEVE TEST TAP 6. au sugG F TO KEEP CONC. FROM BONDING. BADE OR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. DEVELOPER OWNER
TYPICAL WHENEVER BOLTS OR & PLUG TAPPING VALVE 7. rH P E LACING OF FILL, OTHER LOOSE OR COMPACTED IN THE RECEMNG ; ~ RASED FLO z' 11-3 4" / rovident Development
GLANDS MAY BE "WRAPPED- 2'-0" MIN. CHANNEL SHALL NOT BE ALLOWED. z ARROW 1/1 UP IN CONCRETE. II HIG 1wsEO Row / 2' 11-3 4" P 2-3 4" Ra~e01TAw ARROW 1/i6" / • 9 2-3 4" Group, Inc.
8 NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL HIG 1-1 /2 HARROW 1/1s" 1 t/2' 6707 Falrvlew Road
I~ I I= BE PERMITTED. Q 5. COAT TAPPING SLEEVE 8E BOLTS - B B ~ l / Suite 6 4 Q ~ ~ Charlotte, NC 28210 D
WITH AN APPROVED BTUMASTIC 1=III~II- 9. DEPENDING ON SOIL CONDRION _ - S, WASHED STONE OR FILTER FABRIC WILL BE 1 1 /2" e e. a. • COATING BEFORE POURING CONC. ~ ~ ` - - NECESSARY urooER RIP RAP. G e T - 2' " 704 367-0167 1-1/2
a TYP. FOR ALL STEEL INCLUDING ° a 10. ANY DISTURBED AREA FROM END Designed By
RODS, COUPLINGS STRAPS AND ° OF APRON TO RECEEVING CHANNEL MUST e e ° BE STADILIZED. OTHER BURIED STEEL. ~ . ; ~ °a D.I.P. W P P ~ Q a
a, ~ 11. OUTLET VELOCITY OF PROPOSED FES SHOULD BE 5 FT/5 OR LESS. -1 z, R ~ 9 EDPA
e ° 1-1 a ~ , ° e Ga ° 1-1 2" \ 1- / \ ~II-~1-3/4" Drawn By / ~ 3/4 1 e' R / ~ 1-1/z" JDL DPW WJW EMH
. ~ TYPE - tle n ° ~ °d ° TYPE - F ~ _ - ~ 3/16" TYPE G Date
. _ . '0 ~ a .P° " . ° ~ _ NATURAL GRADE 2~ 1/8° t-1/z" R 3 16" 1/8" R / 2' 11-3/4" 7/8" _ 08 16 05
' a e ylI ° . r ° e ° ° 'd ° .4 ' 1-1/ " 1-3~(4-1/2" 2' 11-3 4" 7/8„ Revisions
/ "1 /g" ~ 1-1/ " 1-3/4 1_1/2" 8/25/05:Caunty Comments
I RIP RAP M - ~ H~2, I I I _ ` ~ ~ ~ ECTION A-A
- crr ninrr e
CONC. BLOCKING Jcc 1VV IC 't HULLUW CONC. BLOCK AND/OR Ci =
BRICK FOR TEMPORARY SUPPORT. s• CLASS A Rya RAP SET WITH HOLLOW CORE SECTION A-A
HORIZONTAL. WRAP-UP BLOCKS
IN CONC. POUR. MAKE SURE CONC. FILLS HOLLOW PORTION OF BLOCK NOTE: LAYER OF FILTER FABRIC
S. MINIMUM H-2/3 PIPE DIAMETER v FRAME GR ATE AND HOOD
g SECTION B-B FOR USE ON STANDARD CATCH BASIN
TAPPING SLEEVE AND VALVE INSTALLATION DETAILS OPTIONAL
SCALE:N RIP RAP APR TS ON HA C RL CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.02C
SCALE:NTS
a z• Sheet 52 Of 55
Project Number 04062
s z

STEEL POST 8 MAX. GENERAL NOTES: STEEL POST LL SLOPE
WIRE FENCING WIRE FENCING 1. SEDIMENT SHALL BE REMOVED AND TRAP 5 WASHED STON
RESTORED TO ITS ORIGINAL DIMENSIONS T E WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP,
Z ~ FILTER FABRIC 2• REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH I
~ w A MANNER THAT IT WI WOVEN FILTER FABRI ~ I- ~ LL NOT ERODE, ALT = ~ Q~ 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT Y
B THE ~ a gip FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT ANO REPAIRS MADE AS NECESSA 2' MIN ro
o w 6' ~ RY. / N F~~ 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT ~ / COMPACTED BERM ~ gNiSH G u m
_ - EROSION AND WATER POLLUTION ARE MINIMIZED. i - (-If- I (-I 111 ~i _ I ~i .11=11= ° NATURAL RARE = ~
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE A ~ I ~I I_i i~ I- -I I I- _ ---III ~I;_ ~ 11 _T L I -TI=i1~- I I- I - I -I H 11- ~-~I -I~1 ~ ANCHOR KI DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. r A GROUNO v ~ rn
" 1_„ I I - I -i! ~T- I I - I I,~ i T - II-I I I ~ -1TI-1~- S RT 6" MINIMUM _ I - ~ ~ 6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH STD. N A 1 om~c m c ~
-1 , ~ I - I I - !I- i~ „ Ik , I IN LIEU OF BURYING SKIRT, 6" OF 0, 30.06 5 WASHED STONE MAY BE USED _ -I, m ~ ~ ~
VER TURNDOWN. STORAGE , 0 ~ ~ 3 - _ ~ m a. rn
GENERAL NOTES• AREA ~ ~ I N ~ - 'O - '0 ~
STEEL POST SILT FENCE ! r 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32„ IN WIDTH AND 20" SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12 STAY SPACING. WIRE FENCING NOTE: I Nqr a o 0 ~Rq~ - ~ - - WIDTH AND SRO
/ ~ 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN Z ~ 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 DEPTH TO BE DESIGNED UN 0
FOR A PERIOD OF MORE THAN 30 DAYS. FILTER FABRIC ~ ~ ~ pt ? p5 WASHED STONE CATCH 2. SILT FENCE MAY BE REQUIRED BEHIND BERM BY ENGINEER (1' MIN)
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE ~ 5 WASHED TONE ? ~ o'~ BASIN ~ \ SELF-FASTENER ANGL o ~ ~ ~ ~ E STEEL TYPE. M w m ~p / 1 a 0
° ~ ~ 1 4. WIRE FENCING Q 6 iv SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF b w N TEMPORARY DI m
6 LINE WIRES WITH 12 STAY SPACING, F FILTER FABRIC SKIRT VERSION DITCH L CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.05 h
~ IN s" OF /5 STONE PLAN VIEW 5. TURN SILT FENCE UP SLOPE AT ENDS. - SCALE: NTS n m
6.WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. a ~ c L O n 0 0.
7. WIRE AND WASHED STONE WiLL BE REQUIRED AND NOTED ON PLANS WHEN: ANCHOR SKIRT C N N n d
A, AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2.1 SLOPE 6 MINIMUM B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET 0 CO~OU1® s:
OR LESS AWAY MAINTENANCE NOTES: SECTION A-A ti- t0 N ~ /5 WASHED STONE GENERAL NOTES: ~ ; ~ ~ o
8.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE 1.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS ~ ` n n o
WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH f REFER TO SWIM BUFFER GUIDELINES). RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. SILT FENCE ~ m00'n I WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. O o
STORM INLET SEDIMENT ANY REPAIRS NEEDED SHALL BEM TRAP ADE IMMEDIATELY. N v ~ v: o 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WNLL NOT ERODE.
2.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. -30.09 SCALE: NTS OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE SCALE: NTS 3. THE STRUCNRE SHALL BE INSPECTED BY THE FlNANCIALLY RESPONSIBLE PARTY
FABRIC SHALL BE REPLACED PROMPTLY. / OR HIS AGENT AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY. q,4s~e• 4, \1j11111111111//! • rT,'>c~~~, :~~E•~~~e 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT \\~~1 CAR
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER, ANY SEDIMENT DEPOSITS REMAINING IN Eg ,g ~ EROSION AND WATER POLLUTION ARE MINIMIZED. `5~;.. O !i,
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM z ~ ~ ~ 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE A ~~~04.•'OFES51p 1 REA STABIUZED WHEN THE H A A DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. ~ 'ti' ~ Q~ '
TO THE EXISTING GRADE, PREPARED AND SEEDED. o ~
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. TEMPORARY ILT S FENCE °Y 6. ON LARGER DRAINAGE AREAS RIP RAP MAY SEAL .a 0 o BE REQUIRED UNDER THE WASHED STONE. 028396
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.06 SCALE; NTS OVERSIZED STONES ROCKS OR ANI o~ ti - G °•0= STORAGE AREA ~~i ~ %
G C MATERIAL OR OTHER OBJECTIONABLE MATERIAL, THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SH i I
OULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED. i ~ .
100' MIN. J ~ 11 1111 /
PUBLIC STREET 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A LATED ` I CATCH BASIN
MANNER THAT IT WILL NOT ERODE. ICH A ~ ~ AL
EXISTING GROUND I ~ 4. THE TRAP SHALL BE IN P S ECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. I PLA IS FINAL ESIGN- 1
I I SOIL STABILIZATION FABRIC z NOT RELEASED F ONSTRUCTIO
I UNDER SURGE STONE 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. ~ 5 W H UNLESS INITIALLED/DATED ~ ~ AS ED STONE AS APPROVED BY ENGINEER. N vlEw
100' MIN, Ito / W p`~ INITIAL DATE
6. ALL CUT AND FlLL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. F/
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. III
~ 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIV P 12" MIN.
E URPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE w PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT T w FILTER AND THE MAIN FLOW OF WATER HE SHAPE 3'-4' THE
Z ~ AND SEDIMENT AR ~ ~ EON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
00 ~ 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WA
J UNDISTURBED AREAS IN DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE TER FROM DENUDED AREA BY NON EROSIVE MEASURES m THEN BASINS MAY BE SIZED BY DENUDED ACR M CURES
DRAINAGE AR ES. RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF EA 'E OF SECTION A-A
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. STO N NORTH ARROW E INLETSEDIMEN T TRAP
NQTES: 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.06 SCALE: NT5
1. A STABILIZED ENTRANCE PAD OF ~5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. (LING.
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. MARKED SHOWING THE HALF FULL CL
EANOUT POINT, OF THE BASIN. !.L BE
3, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 1RACKNVG OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANWT OF ANY MEASURES USED TO TRAP SEDIMENT.
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY, AND NATURAL RESOURCES, I A IM NT N RO P N LTH, /5 WASHED STONE
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 1'THICK x 3' HIGH (MIN) CLASS I RIP RAP
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN 15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE APPROVED SEDIMENT BASIN SEE STD. N0. 30.116. TERRACING WILL BE REQUIRED. ~iow / ~ r Il I
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 do 10.25) TO I ~ 1
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE ~ 1 ~ IE APE
REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS 4S r:=
STABILIZED C GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED. ONSTRUCTION ENTRAN E C '•.0a.
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.itA SCALE: NTS 17. WASHED STONE AND WIRE BACKING SHALL BE USED WiTH SILT FENCE WHENEVER SILT FENCE IS PLACE AT THE TOE OF A SLOPE 10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
rOl O
v U
GE - NERALNOTE S SEDIMENT BASINS / 1 / / I V 1
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.03 SCALE: NTS l~ ~ I NTS ~
X SEONAENf STORAGE AREA ~ ~
TEMPORARY SILT DITCH ~ SEE DETAIL STD. 30.05 ~ OR FLATTER ~RSPECTNE VIEW p ~
S E NOTE 2 0 ~ ~S WASHED STONE b
E 2' CLASS I RIP RAP Q) w
GENERAL NOTES: G RINC AHD COVER SEDIMENT STORAGE Z ~ r-~ NC AHD COVER STORMWAIER STORAGE 20NE FlNISH GRADE
1, MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK. 2ND. OPENING 4• CONCRETE 2D.058 f0.2D.058 ^ U
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. ~ REQUIRED COVER ~ ° 10' CONSTRUCTION 3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TQ ~ 3 ~
BE NECESSARY BY THE ENGINEER. ~OIY • ~ b
ACCESS 4. ALL CATCH BASIN OVER 3'-s" IN DEPTH SHALL BE PROVIDED WITH STEPS B i'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12. 8" 8 . C~ PIPE {
TEMPORARY 1 OR FLATTER X 5. CONCRETE BRK;K MAY BE USED IN UEU OF HARD COMM o ~ MAX. SEDIMENT DEPTH ~j
SIT 2 2 ~ ON CLAY BRICK. _ L FENCE MIN. 6. JUMBO BRICK WILL BE PERMITTED. (CLEAN OUT POINT) ~~~T~~~~
SEE DETAIL 7. FOR 8'-O" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" STD, 30.06 ~ WALL TO 6'-O' FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0'. SECTION
8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED. U r-1
WIRE MESH 9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WffH THE ~ TI -Y 1. GRAVEL AND RIP RAP FlLTER BERM BASIN SHOULD BE USED TO PROTECT EXISTING PPE MVERTS THAT DRAIN 10 ACRES OR LESS.
INSIDE WALL, GROUTED AND BRUSHED SMOOTH. ~ _ ~ 10. ORESTONEEONSBACK SEDPLACED IN BACK WALL WRIT FILTER FABRIC 2. DIMENSONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED.
- - NOTE: E. Y
11. THIS CATCH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY RIP RAP FILT ER BERM m
DIVERSION DITCH SHOULD FLOW INTO SEDIMENT BASIN ROCK CHECK DAM, OR SLOPE DRAIN UNLESS OTHERWISE APPROVED BY CITY/COUNTY ENGINEER. CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.12 ~ SCALE: NTS ~ o
SLOPE STABILITY X X ~ - m .o u
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.16 SCALE: NTS o s a ~ ~
DIMENSIONS OF
BOX AND PIPE REINFORCING COVER DEVELOPER/OWNER
2'-0" MIN. FLOW PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL DIMENSION INLET PpE Y rovident Develo went P
D A B H1~IIN) N0. LENGTH NO. LENGTH LBS, F G SPILLWAY CREST ~ 5 WASHED STONE 15" 3'-6" 2'-3" 2'-7" 2 3'-4" 7 4'-7" 26 4'-10 3'-7" ~ Group, Inc,
5 WASHED STONE B 18" 4'-0" 2'-8" 2'-11" 2 3'-9" 8 5'-1' 33 5'-4" 4'-0" FINISH 6701 Falrvlew Road
F 24" 4 -0" 2 -8" 3'-5" 2 3'-9" 8 5'-1" 33 5'-4" 4'-0° 4' CONCRETE , NgTU~4 GRgpE LEVEL SPREADER Suite B G E GROUN CharloNe, NC 28210
30" 4'-0" 3'-6" 3'-11" 2 4'-7" 9 5'-1" 37 5'-4" '-10" CovER RIP RAP 36" 4'-0" 3'-6" 4'-6" 2 4'-7" 9 5'-1" 37 5'-4" '-10" ~ D 704-367-0167 WIDTH VARIES AND
Q FLOW ~~+~s.~k~;x ~ ~ ;:~:w... ~?t r::n! , `I.;9i'ttt`,~,'*Z OPENING 1' DEEP Desi ned B
- ~ A 42" 4'-0" 3'-6" 4'-i t" 2 4 -7" 9 5'-1" 37 5'-4" '-10" 8" 48" 4'-6" 4'-O" 5'-5" 2 5'-1" 10 5'-7" 45 5'-10 5'-4" 8 9 Y ~ 8" L, SEE GRADING AND NqT
Q~ a o _ ~ DRAINAGE PLANS FOR LENGTH URAL GROU EDPA ND
0 ~ O Drawn By
~ rD O JDL/DPW/WJW/EMH Date
9 08/16/05
SECTION X-X PLAN Revisions
8/25/05; County Comments
SECTION 6-B e f- W (SPILLWAY)
MIN 2/3 STREAM WIDTH
SLAB TYPE CATCH BASIN 15" T HRU 48" PIPE SI NOTE:
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.05 A SCALE: N SCALE: NTS 1. LEVEL SPREADER SHALL BE CONSTRUCTED FLAT.
s 2. LEVEL SPREADER MAY BE REQUIRED TO HAVE AN EROSION CONTROL MATTING, S75, TO BE PLACED ALONG THE TOP TO ENSURE STABILITY.
= 1' MIN. BELOW LOWEST BANK LEVEL (MIN) LEVEL SPREADER
°a
TEMPORARY ROCK CHECK DAM SECTION A-A RIPRAP SCALE: NTS
CHARLOTTE- MECKLENBURG LAND DEVELOPMENT STD. - 30.10
SCALE: NTS Sheet 53 Of 55
Project Number 04062
flow
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Final Site Plan N
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Approval Application = y Of 0! 8 0 c ~ ~ a
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WASHAM-POTTS ROAD
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BAILEY 'STi CARQ i~~ ROAD ~ ~`~4' •'FESSlp'•.lf
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SEAL =
= 028396 -
Proposed ' NG NE
rllr 1111111 ~
~ OLD STATESYILLE ~ ROAD ~ 2
SE
STATESVILLE N IS A I L DESIGN-
ROAD NOT RELEASED FO CONSTRUCTIO
UNLESS INITIALLED/DATED AS APPROVED BY ENGINEER.
/ INITIAL DATE
~ ~
Bradford Park Subdivision ~rl
SCALE: N.T.S.
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Davidson, Mecklenburg County, North
NORTH ARROW
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Applicant /Developer. 00
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Provident Development ~ o~
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Group w
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6707 Fairview Road, Suite B - ~ ~ a
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Charlotte, NC 28210-3354 x
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DEVELOPER/OWNER
rovident Development
- Group, Inc, 6707 Fairview Road
Suite 8
- Charlotte, NC 28210 704-367-0167
Designed By
EDPA
Drawn By
_ JDL/DPW/WJW/EMH
Date
I. 08/16/05
Revisions
t3 25/05: County Comments
b4 DETAILS
V 1 55 UTILITY NOTES
A
1 May 06, 2005
Y
~I I
Revised August 26, 2005
I IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
I ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD 55
I CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY Sheet Of AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED. Project Number 04062
- r

l ~ r.,. Lot # Area Lot # Area i/ . ~ T 1 4.29 ac 64 0.12 ac
if= ~l 2 0.30 ac 65 0.22 ac
, k, 3 D.31 ac 66 0.20 ac r ~ '~<<. 4 0.40 ac 67 0.20 ac
" ± PROPOSED CURB do GUTTER m ~ ~ 5 0.41 ac 68 0.23 ac ~ +
j 1 1 1 i ~ v / / ~ 4,~ ~ERNER & SPENCER \ I l •1 / I ~ f 6 0.26 ac 69 0.22 ac _%r'~ L.. ~ 7 0.24 ac B ~c GUTTER m
a , I DB. 7549-464 _ _ _ _ _ _ _ _ n ~ ,w , ,,.?...n ~-t~.tie_. i' . 09V02` -~.-,^..n.,^,.. r~ss r~ ...,4„? ti,.rt„r. , ..I~~ch'~..n,.~..~ -1~ ~ , Ir - - `y - - _ _ _ - - _ _ _ - _ _ - _ _ - _ _ - ~ ; . ~ 7 o.as ac o REVERSED PITCH CUR ~ Ilatr a wY ~ ~ 8 0.35 ac 71 0.24 ac t ~
w?"-%...`-J~"'NUNT~k'~' VAISNANT - , . 007- _ - - - - - - - - - - - -%',,n -",A.s.,n.,.~•..1,...._~l.\.,^.r_^..ti;ti, w~.~.., ..h.r..s.. DB. 3620-192 ~ I - - - - - ~ \ 1 : \ , ' / 1 0 Nr ~ M ,~..~,~..~'..~.~.r-r• ~m--- cue reel oa liF •Ir ! \ / / D6T-o91-01 ~ , / 1 w OIA~ lCi~l r r ~ ~ ~ ~ pt ~Lmc ,1 _ _ - _ _ - . _ _ ~ _ - _ _ s o.2s ac 72 0.24 ac RIGHT OF WAY R W " •
I . ~ - ~ s~. - - ~ i~ ii, .27 ac 73 0.19 ac ~ p m a u f; ~ 10 0 ~ ~ r! ~ . 11 0.24 ac 74 0.19 ac m ~ ~
~r ~ - - ~ r r , 12 0.23 ac 75 0.21 ac _ _ 4 rn p 3
~~~"~~"~-yy-.,"~,~^,-. y y.iti~--.r-',~'r^v"v~,!--/'r'4"'`,"y...r'^,^J"?, r-Y i i ~ i i 1 r _.y.,~ ;'v- i , rig I ~ 1 1 ~ f ifl r 1• \ ~1 ~I % r'•~ ra apT OUr r>, m a ,a no °f , l 11. \ ;Ff \ '1 I I I I I I I I I t ; _ _ - + ~ 7s o.27 ac PROPERTY LINE p ~ o, N - I ~ «««...a~ 13 0.24 ac ~ ' a. N m
1 i r i 1 1~ \ ~ i{ \ ~ , r _as ~ 14 0.32 ac 77 0.22 ac i fi, ~ \ 78 0.19 ac _ _ ~ _ ~ ~ , , 15 0.20 ac _ _ _ ~ C C c
,1 ~ ~ i 1 ~ f ' ~ ~;ti. \ 16 D.2o as 7s o.19 as LOT LINES _v p p ` ~ 0.19
_ -r-------- - - 1 1 1 ~ \ 1 I ` , 11 1 ! \ ~ f{~ 1 ` 17 0.20 ac 80 ac ~I . ~ • 18 0.20 ac 81 0.19
~ 1 \ I cD i ° ~ " w I I ------yl ( ra j Trs j Tor ~ ~ m~ .t 1 ' i \ ~ . ~ ~ i ~ 19 ozo ac s2 o.t9 ac CHAIN LINK FENCING -x----x-'~--"-
_ I I TOT LOT ~ I j 1 I I j j \ 3 4, 11 1 1 I 1~ j/ ? I ~ ? I ~ >d , r 1 ~ pR II # ~ 0.21 ac ~ ? i . i ~ 20 0.20 ac 83 v
~ ` ~ a ' t 21 0.20 ac 84 0.22 ac o ' I i!' 22 0.32 ac 85 0.22 as GUARDRAIL a , ~ i L m
~ l r I, , I e 23 0.32 ac 66 0.23 ac "
a ~ I 1~ I I 1 n • w f 1 t 1. 1 1 q i R a o • ~ 1 I / ~ L ~ 24 0.37 ac 87 0.17 ac „ ' ~ 25 0.37 ac 88 0.21 ac TRAFFlC FLOW
I { '1 't 1 7 J M WI ~ , 1,/~ t ~ \ I~' ~ a n 11 ~ 26 0.24 ac 89 0.18 ac ~ ~ M o
~ j __1 F 1 _ ,1 1 1 11 \ _ _ _ j 1 .y, I ~ / 90 0.18 ac " o 27 0.21 ac ~ a i o~v 26 0.27 ac 91 0.18 ac ~ a a n m
HUNTER362f~ S~~` ~ ~ ~ 1 i ~ eye 1w ! S1 \ li 92 o.1s ac STRIPING a ~ ~ ,1 i; 29 0.34 ac ~ ~ o
ne ,~3- 1 I I , w , 1 .1 Ba1tl~,oe gr8niha t I \ , . p , 1',s.'; \ y 30 0.21 ac 93 0.20 ac ~ a `c 4` i°1~ ' I ~i ! Lor 31 0.27 ac 94 0.21 ac ~ ~ 001o ro a
I I \ ~ N ~ q ~ \ !{i;i k 32 0.23 ac 95 0.21 ac m o 0 0 ,
' ~ 1 trot ~ I .1.. / , ! \ , , , ' ~ ` 33 0.29 ac 96 0.20 ac oo E n n c
~„1'.i,/.ryr:•. M ,.i-' - - ~ ~ '"n"or r ~ " j ! \ 1 t •1 1',..` 1 \ 1 \ I I ~ ~ r?' I w 1 1 r1 34 D.31 ac s7 ozo ac PARKING BAY COUNT 23 N u + o - / j 1,1 ~ 35 0.24 ac 98 0.22 ac
r.1..,/~n.~.s._r..n.s,~.~~,,;.,r~J~.l~ -,~.~'yr-1 fA I --..i • ~ ~ \ ~ / , - i 36 0.21 ac 99 0.25 ac
- Y { 1 ~ ~ < t SONS 1NC, - ~~i `.,,r'- I , I / / kapowd \ t 1 § ,1 \t 1 VESTratLAND R Y 6 , -..~,'FT,--------` „Y,-jV' I r I j / / / ~ ! 9ew~n ~m4 \ 1`', t, . 1 1 BB~ 3278-2U ~i 0.24 ac . / , - r I „ I-- ~ _ , 37 0.25 ac 100 CDOT STD. MINISKIP - - - - - - - - -
dr' 'i rjl 38 0.21 ac 101 0.30 ac N `,,\~~~Urrnirrrrrr / ' Ip'R ' ~ i J 0.31 ac ~ CAR W ' ~ 39 0.22 ac 102
' _ _ ti / ~ may' \ 1 \ ~ ~§'',1 \ d~ D 'i 40 0.21 ac :~`Q'4•.oF~.ssioN., 1'~'~; \ / ~ ~ 103 0.25 ac - - -
~ ~C~ ens ar n . ' • _ - ~ ~ ~ i ~ D ' I too o.z3 ac NCDOT STD. STRIPING ~ 0 ~ I 41 0.21 ac ~$:'a ~'•,9 \ Z ~ ~ ~ 105 0.21 ac ~ ~ , I 42 0.21 ac _ _
0.24 ac _ SEAL \ / 0 N I ~ I 43 0.21 ac 106 _ = ~ , = 028396
r i ~ 1r %'`'„r'S ~ / ' ~ 1 ~ / ~ 1 ~ - q~q 1 / - ~ 0 I 4a o.21 as 107 0.24 NCDOT STOP STRIPING , / p Z 45 D.22 ac 108 0.20 ac ; N'
I I 0.24 ac 109 0.19 ac ;'C~ ••.,F ~ ~ 4
~ 1 _ 1 ~ ~ fi \ ~.1 7 0 i ; I 47 0.25 ac 110 o.1s ac NCDOT LEFT TURN ARROW ~ , ' / ~ ~ ~ ' ~ .1s ac , y,,
D I ; I 48 0.25 ac 111 0 ~ ` ! I 0.25 ac 112 0.20 ac r r'r~r~
F 't ~ 1. 49 1 0.19 ac OT THRU-LEFT ARROW ~S ; ; I 50 0.24 ac 1 3 NCD
I 51 0.22 ac 114 0.20 ac AL 52 0.34 ac 115 0.25 ac T RIGHT TURN ARROW
i f ` 1 NCDQ ~ DESIGN- FEMA Panel ~ : 3711900027E 53 0.12 ac 116 0.21 ac T IS PLAN IS A FINAL
~ s - -~:z , . - , i 4, -r ~ ! , S DATA ~1.~- FEMA Flood Zone: IN: VIEW FEMA 54 0.12 ac tt7 0.2o ac NOT RELEASED FOR CONSTRUCTIO
, ~ , . o t 1 1 ! § \ ' Tax Porcel: o ~ / 1 ~ \ 5 ti 1 ~ i I \ Cyr 1 1 ax Parcel: 00711103, 00711104 FLOODPLAIN TO VERIFY 55 0.12 ac 118 0.2o ac RU-RIGHT ARROW UNLESS INITIALLED/DATED eel Date: 02 04 2004 56 0.12 ac 119 0.20 ac NCDOT TH AS APPROVED BY ENGINEER. RPA and RP FEMA Pa / /
1 ~ : i , ` . " 1 i- 1 \ ; ~ Zoning: ~~,wh~,~~.~„M„~~,~-~~ i~~ is ALEXANDER RUSAx I ~ ~ } I ~ 1 , oning: 57 0.12 ac 120 0.2o ac /
D ~ ' ' f DB, 10860-713 • J \ ~ r , i'~~~ l 1 1 # ' 1 1 ~ Total Area: ~ s ~ _ i ~ 1 ~ ~ - ~ r. , ~ \ 007 ]ll-04 ~ \ 1 I ~ ~ 1 l i ~ 1 mmon 0 er INITIAL DATE alai Area: 86 ac 5s o.t2 ac t2t o.zo ac NCpOT'ONLY STRIPING
Common Oper .ommon 0 en Space Required: 12.23ac Total 59 0.12 ac 122 ozo ac p 27.44ac Total ;ommon 0 en Space Provided: so 0.12 ac 123 0.20 ac BENf"~I~IARK ~
r ti .,r""'" ~ 1 ' 1 p st o.12 ac 124 0.2o ac
t j ~ 1 S~ / ~ I \ ~ , i w" ! ~ .1 ! ~ ~ ! Mini 1! ~ ~ Total Number 127 62 0.12 ac 125 0.22 ac 'alai Number of Lots: ss 0.12 ac 12s o,2s ac ~
. Je ~ / ~ ~ o Gf K s Total Dwelling ~otal Dwellin Units: 199 127 0.31 as EXISTING FEATURES SCREENED 9
~ ~ i , • h , ~ • 1 Multi Family Multi Family 71
a / ,~i ~ ,,f` Single Family 127 ~ >ingle Family LET LINE
~ % ~,~-'1 ~{~~p- ! . j Bun glows + 0 e % 1~'~ OLTVER IAD.EY ,i i 1 t~ a w ~ 9 Sun glows 24 - ciL , 9
+ + 7^ / y~»,...,~ d'` oBT-lsz-zo 1 1 1 I i _ - - - NORTH ARROW
` /
11 1 11 ~ § r 1 s o goo zoo ~ I
' I ~ Ilr! rq ~ ~ ~ rf \e I VEST~ORLAND R T ~ SOUS, 1NC. ~ N 3' SIDE YARD
II Ir' ~ ~ ~ 1 ' d`~ DooT3is~-~~ \ erShed DI: f7 ~ ~ I Wat Rock River m o SETBACK Gra hit Scale 1" = 200 ft. Natershed Distract: Y ~ 6' Planter p
~ ~ S ? 3~ 7 r ~ i 7 ` ! DA . ~m ~ R w D
~ 1 OO I ~ ~ ~ 5' Sidewalk VA TES
i " ~ t n.~, a 1 Topographical i~ ken from Meck. Co. GIS intergroted with field run topo Topographical Information Ta i
p ~1 inside the n nside the ro osed road right-of-way, Contour Interval: 2ft o p p ~ 5' SIDE CORNER I U m SETBACK
i ~ \ I ~'I ~ •1 ~ Dettached He Attached H 'n D A z J ttached Housin ft
'tZ I ~ Front Budd-1 -To-Line: 0 ~ °z Front Build-To-Line. 10ft Front Build
~ ~ I CARL BAILEY _ fZV \ I I DB.02359-306 - Rear Setback I 007-152-21 25ft Rear Setback: 20ft Rear Setback: ~
' I i Side Setback. i e Setback• Oft - etback: aft 5ft on Corner Lots) S d _ - i _ - ~ Side S ( -
r~ j t~ S 4`~ v ,r'v'r.,.~,_
Q-eET1NAy desrg a-een deli still pemit oanfatdale use by both bic}dists aril pedestrims, Refs to Nath Cadina ETicyde Facilities ~ may' 9"~ ACE OF CUR Plmnin and Des C~ddines fa spedfic infatuation m ergnearg detds < ~ 0 0 9 ~ D _ 20 -0 MIN. RADIUS _ _ ~ ~
PJI concrete stll hov>? a rrinimm r:orrpresaive strength of 3600 P9 at 28 days The aaltracta shill BQADWAY BASE Rennin and D H of the All r still be calstructed with a base course as described on the oppropriate f,teddenburg Canty Lmd 9 ' and ri t-of-v~a monuments shill rat be dsturbed by oonstructial, If dsturbed ~Y ~I ~ e concrete test cllinders In acc°rdmoe rith Section 1000 of the NLDOT Standud ~ecifiootfms 1 oadv~oys
1. Propsty Ilne c}1 y tract tion of the in a. the cmtrada shill famish dl egiprrlent old cllinda melds It shill be Devdaprrlmt Staldad C11 awng. a's b a ' trod lend 9xreya. Pry 136.1 Floodway reset to their aigind locatims at the Cm experrse Y dlrec P~l~ eel for 'Is m ~ 136.1 Flaadrwy Tra 'Z dde Mdti-use trills within the flaodway (within the "Mmaged Use Zone", see Strewn Buffers, Section 22) ore de~gied to ~
the r sibility of the oaltracta to protect the cylindss unt1 suds time as they ore trmspart ~ shill ccnfann to the recUirements of Section 1010, Pggegate fa Nat-'Asphdt Fledde Mlti-use t iJotif Devil of m uacceptdcle seas. ~ ~~~,~,,,{,,,t testi Icb shill edam testing fa protects, d no goat to the Tan/GauTty. the 2 the matsid fa sdme base ~ of ~ i~CDOT Staldord ~edfiwtims °00Q~ ills ae t icdl 'tioried aoocrmbdcrte a vuiety d user including wdkers, joggers, cyclists Qd rdlerbladas. These tr Na Y I~ .
2 Proof Rdl Buldng and dl parking seas y ~ Y testing An I' M11OY° ` rxJ P t and edam tests cn ocnaete fa a rrmdrrun flurp and dr antslt a; Type Base, aril Sectim 520, Agg-egate Base ~ ~ 1 within the floaiwa but not direatl adjacent to strearrs. A mnirvn of 20' vegetative buffer between the dream and trill ~ ~ ~ e base over - ~ 'r ~ dl be 7' mczhine--Idd a~hdtic oaiaete surface with a 4 aggegot ~i a
t of Trm alien Stmdads cantracta shill prrnfde eq~prrlal p All Construction shill with Town of Davids'ar1 and the NC DepatrTlen ~ defined in Section 1000 of the NODOT Stmdcrd ~ecificatia>s These tests still be perfarrrled at a frequslcy stale base shill be toil to 100% of the mmcimm density cbtdnd~le with the Modfied Rrocta Test skald be 6 3 ~Y daald be left intact These trals sh LOT SETBACKS RESIDENTIAL o ~ ~ ee STANDARD ,
the i a. The oontracta shill rstpve matsids faTng to meet speafiaabals 3 The I cr with a is tired rills xith a mrimm weight of ten tans axrpacted 'n aeons otherwise rated NI Qaildng est~llshed (AA9ii0-1180) by tilling with ring a tarpmg rd a pry 5. All site drrlerlsms ore referenced to the txxt< of pubs a edge of pavt g rldn and will txrrded ~A ~ DETACHED HOUSING b W
'n white a+T19 corrpourd whidT meets ASTM Nhen oatpleted the base course shill be smooth, had dam ~ 9 136.2Flooc$ld cfmsnsials ore refselced to the outside face of structure, 9. Pll canaete shill be aced with 100% Rea Base, pied 4 bars 136.2Flooc$ldn Trills ~ W . These mitr-+ase trails ae 'tuned autdde of the flaodway, withi? the floodplain (within the Maxxled Use 7~ne", see ~
'fiartials C-30A, Type 1, applied at a uniform rote at a>e (1) gdlm to 400 sc}rQe feet xrthn 2 eel 4. A bitLrrinorrs oalaete base course, as specified an the Stmdad Cetdl Dra?wrrg moy be substituted in liar of a stone these mitt and tts street 'n axb cuts, drlvzray cpproadTes, hmdcap rorpss etc crostruct ~ ~p-ete. ~ left intact Fl gin ~ Q d Stream gaffes, Section 17). 9giifioant vegetative buffs' between the stream axi tral skald be ao~ NOTE: For Ri ht of Way Width, Typical Sections and Pavement (N.T.S.)
6. NI sidewdks, curb gu Po'^ g of plaoerrrnt of the reference 1995 NCfX7T ~edficatlrns; section 640) may be used Streon But ' and or State 'fiaabms and txrse carne. A t>iturinau oala-ete base parse, Type F8 ( I aatsde the propsty line in the ric}1t-vf-way shill conform to dl mnlapd / ~ ad fran the Town a County. trolls shd ine~dd tic aa~a'ete suface with a 9 ~ ~ Z trails shill be a rrinimam of td wide. These trills shill be arrpoaed of 7 made asptrd M,,,i A U
r irarents 1Q NI cub acrd gate- shill be tadcfilled with sill approved by the kl5pecta within 48 haws upon appr 4.. 4" aTgegate bole a~ ccxrpacted sill. ~ ~
5, Asphdt bole carne will arty be dlo+fed within widening strips less thin five (5 feet In width. itial shill be restored to the to prevelt f'.fOBI'aL 7. All dsturbmce marred to a,y adjoining property due to ca>structian a dsr+d 136.3 Uplmd ' 136.31Jplard Tras neoe„a to be chmndize the ''d
lean a belts, and to the satisfaction of the Town a State Authority. 11. All txxkfill sfrdl be non--plastic in natLre, free from roots, vegetative matte, waste, cxnstrLlction matsid previous card Upland ml aid mlti~se trails ae 'timed corrpletdy aatdde desgpted floodplains (within the Uplaxi Zane", see Strarn offers, 1, ~ III work with the Davidsm Lands CmsenKrx;y to fxa~nde the Imd y Upl P~ t~
a other orb' mderid. Sdd rratsid shill be capable of being °arp°cted by rr~dnmiod meets ord a1d the t in blows or oof 1. NI is r shill be tputructed with m intertlyd'iate and srface course as descrbed rn the cpprcpriate 5ectim 17, fl Infamaticn ai existi utilities has been carpeted fran rndld~le inforrrcrtian inducting utlhty aaTpa,y the still ~ ~ tevdency to flow ar behave in a plastic money under arp 9 PI' Pia 0°d'h°~ 5ectim 1 the e>asti atxn in the Strearside Zone and tvhiaged Use Zax; shill reman intact Upland trails ~ B-mdi of the South R-ax3 Rocky River. ~ ~ o ovide the most habitat sail voter qudity berefits They shill be a rrirrmm of ld vwde, and aon!pased of Z" r 'n os in it . Pr' 2 The a shove m the plat will ana apes ~ perpetu y I~
~ ete. Utilities Qe shown to dot the tdedder'bug Canty Lind pevdyxrlalt Staldcrd provide the mnidpd record maps and field survey and is rat gxrmteed correct and aarpl ~ elewtia>s of tilling rrxxfiine-lad asphdtic conaete arfaoe with a 4' oggegate base over oarpac.•ted sill. oPm ~
their esence and the Contracts is sdey r+~palsible fa detsrrining actud loaTtials s to Sectim 610 of the NOJOT Staldad ~edfiaotias rrxidTine-Ic Cmtracta to pr ' to dsr>diticn or calstructicn, the Contractor shill contact 'bIG SAFI"' 72 bars 12 fvlaterids defined the Irrspecta as Ir?~itotile fa lxxidll prposes shill be reroved aid replaced with 2 Rant mixed asphdt shill oonfam n dl r dl utilities inducting ssvices. Pna • • looaticns by 3 Spellman trees ere rxhed an the plm with a syrrbcl. It is the developer's fill intaitim to preserve as rrpny
at 1-800-632-4949 and ~ify dl ubllty ~~t DUI 136.4BoadAc 3 the find 1 one inch lift of osptldt sLrface parse fa Residaltid SLbdWSCn Streets shall be withheld until a nxxTUn before aarT1'>erlcsrlexlt of work 1n 136.4Boadwdk Trills ~9 Pr~Y fired when wetlands a other poaiy drained seas. Boadwdk specimen trees as possible This cm be oaoarplished in the open space seas axt in the rears a d ~ ~ Boadwdks, a wood surfax trills, ere typradly requ aas9ng
'eel meets a certificate of occupoxy has been issued) rxierd State std Lord atia>s when opsoting cranes, boars, hdsts, in ~ sbTeet ' t-of-w'ay shd be badcfYled with aitd~le materiel imrledatdy after the pipe ~ city F~ Percart of the Devdaprr~t is ooa~ped (ocap trails ore I ' m of 14 vide. lines d the do Je farily lots. After gaang plms are oarpleted trees to be reseved will be protected by tree ~ ) trails a-e carpcsed of lumber a synthetic wood Boadwdk trais mrst be a mnirru ~ barricades as noted in the Tree Presevatian Section of the Dawdsan Zoning Crdnmce. •r-1
9. the Crntracta shill dude by dl OB-IA F i~gJ ~ to dectricd Ilr>es, 13 NI trsld~es ~ ate i t d la snot to esoeed sa 6 irld>es ord each layer shill be at least 1 one has I item the glpl'xxrtim d the ilterrredate course layer (NI doaamartatim to be proacted ETC in dose owmt to overhead electric lines If Contractor trust open eQuprTrerT ~ Idd ~ alard ~ ~ shill be placed n yet a ~ ~ Fr Y to rrdce arrn is fa proper saff~uads ~ by the devdaper and approved by the Canty a Tan Irlspecta~ 136.5Drainac~ 136.5 Drainage
contact Power Corrpmy g oormoct tha°u~lx Qeslways ' for ctdn 9 skald be in one drectian instead of 4 In the open space seas, the developer will build the 1B bike path, the 6' ga+,d paths, the spring ha.ee, the Greenways mast taave a sass doped 2% to adequately prande age. ape rve. In addticn, to irvaxe open slam water silty features and the hdf the cost of the tot lot The bdlfidds and gavel poking associated vlth them and hdf
lain ToAn of Davidson and ivCDOT permits fa work within the road ricJTt--of ways, ~ drarTSta>ceg shill vats ~ to rise in unbaddiled trexi~es after the pipe hce best 4. the Count or Toren inspects shill be 9'~ a (24) tweTlty far bar ratificatim to inspect the intarrredate course wing, 10. The Contractor shill eb 14. Under Y earning Ch gives, the era;; dope skald be tavrds the ir~ade of the cu g t De+~aper will tau ode a n ma be r fired. Naturd and aava- skald the cost of the tot lot v~'N be the respa>g'bdity of the Davidsm Pans Depatmen ~ g d N 9 f nraff and trod Imgevity, catch barns wth chins axi undergard alverts y equ g
water canectian 't and sosiat antrd txxld if required before the 'ropes, All defidenc r ore to be maitaed by a Canty a Tovn Ir>specta and accepted prig to application of nrgff and inducting lord orb cut penrit, and P~ f oxide aof of inarance, rail provide traffic PIS defia Y ~ f the for salon contrd, m be preserved an each dde o path c ~
tat of an actiwt . the Cmtractor stroll post dl bonds, pay ~ pr Pr find layer. ~ P~v s Y Y methods. Eah six 6 ~ otectial n fa the wvxk tan r irsrlerlts shill be attained by the use of rtledloicd °arpoctfm ( ) pr ecessay 15. Carrpact eg1 5 The 23 dfaddle arils w~Tl be located at the Bungdax budd~gs and will be fa rent ~ o aY ~ 136.6 Ridges m ~ m
coed loose aid thorax ly carpacted hto place 5, t 6ltunirrars Suface Carnes, Type I-1 and Type I-2 as will as Asphdt Concrete Sxface Corse, Type may 136.6Bidges 'cn of v4dnides and crosistirg of ir1d1 layer of txxkfill shill bed 9h ~ fa ctetols ~ s)• Rai' a banes an both sides of a bicycle path bridge mast be a minirrum d 54° hic~a. Ends of railings must be d ~ Bill Road will be the respondbility of the devdaper. The developer vwll build the ~ J s ~ a
d maintdn traffic devices fa protect) P~ I' of the A~ixes a1 if cppraved by the Canty a Town (see tale stmda'd rtarrirgs Rd' a 11. the Cmtracta shill prande m LBed n lal SLperpave y Mari si s, li ts, faeces aid Lniforrrled traffic officers as requirrri, adored by Devdcper a req.li'ed by the trd fairs shill not be used fa farting cub and cctutts in awes offset sec duns, ors, ~ ~ 16. S ght offset awv fran the ad' 'rain path to raininize the daula d cyclists running into them Bridge decks shill be designed & the toad Y ,I Road to Cor~ad Road, thrauyh the Nkstrradmd property by Pugust a Y la 9
Lacd Covenin Authorit . 6. Torn i~Tectas shill be ratified prig to using recycled plant rrixes fa a live 9 Y f. Cmaete decks trust have bicyde~afe e.~aisim jdnts Nbod decks mist have srnoth jdnts roadway and bridge that axmects Y the devil er fa hdf the bri aid fa the roadway fa a live road d Zi`i ~ p06 a xy d the first have. the town veil reimburse cQ dge and be Idd at least 45 ees to the du'ection of travel. yy~d~ .CMS will reimb<rse the developer fa hdf the bridge. DEVELOPER OWNER ~ annectian Iran the bridge thraagh the Pr~Y
ete on the front eel (lip) of gotta- shill be ra'naved what orb and be tai • sdledales shown on the ms ore fa gonad infarrabrn mly. The Contracts shill prepae his own 17. All acae:~ crag ine ~ 7. Pilate to meet the dTOVe requirarents may result in the delay a prevention of street acceptmoe by the Town a rovident Development
12 WI materiel PI ' m review. Pll sdledules shill be verified in the field by the Cmtracta prig to a1d gotta is pared with a mach 136.7Oearm matsid sdnedles txr>?d upon his Fl NCDOT. 13x.7 sea-a,ce fa the d mdntenmce vehicles 7. The geenwoy /bite path indde the linen park will be 1d wide asphdt path. llae gavel paths within the The varticd deaaace to cbstructia>s mst be g minimm td may be required passage Group, Ine•
ordsi moterids or psfa'rring wok 18. All ode shill be con'pocted to 100%of the mmadmm density obtdnoble with the Standad Proctor the v+?rtlc "g ~ ~FWALICS AND DRI1f1=WAY seas wiu be s' wide 6707 Fairview Road on ~ 136.8a-ades ~ rearrrnended. 8. NI be elimated behind srrall tingle family lots if adequate on-street parking is prarided, ad the units Suite B
S1D 50.04 Test to a th of tight (8) indres, and a density of 95% Stmdard Proctor fa d~ths Beata thin ac~1t aalvats sldwdl, see dotal CM.DS ~ 1. Sldewdks shill be oalsirtxted of not less thrn 3600 P.SI. +>,rlaete and shill be four (4) indles thick, carlstructed an m 136.8Q-ades 13. At each cLivat crossing haxrdl shill be instilled dog
(8) ind>es the De,Rlapa shill psfam dl teals of no cost to the Town/County. ~ t where a sidewTlk cr~ a Qiveway it shill be six (6) aches ttlidc Subgode shill be Ling ~ S1D. JJ.07A aid yJ.07B. ~4~dY g~ ~ ~ 't obtdncble with the Stmdad Proctor Test The srfaoe d the sidewdk shill be Lmq downhill gales daculd be evaded thraxr ~e(d plamirg A 5%gade is the mawmam g e"/ Charlotte, NC 28210 704-367-0167 ~ Sustained gales daauld be limited to 2% ~ n0 9~
14. PII dead end roads, place a Dead Fad Street Barioade, see detail CfvYDS rot rrix dt darin pod to 95% of the mmdrrum dens y Sustained 19. A crows corer a aUTa sutdole cover std be rec}ired far tralspating (l ~ 9 ~ i ~ ~ a,red with Ol oooept~le curing catpcund Toiled )Olrlts shill be provided at 9. Cpl-de-sac on southern potion of the properly exceeds riarrd length due to tapogcptuoal ad c~ographical r~dk 0
weather when the fdloAirlg oorldtians ore preselt: steel treed and light lxacm finch CMDS S1D. 50.05A intsvds of not less thin five (5) feet and expmsian joints at iltirvds of not mcre thin forty-five (45) feet. the sidnwdk 15. WI Street sgns per is 60 ties F. - a Air tirrpsalrre deg" Stream Buffer es_ ,-a;,~. Designed By
of hat trap rot to ' is greoter thin fne (5) triton stll ha+~ a laud slope of one-quorter (1/4) irXa, per foot 16. See Detdl 9~eet 47 fa typiod sections b' Length ~ ~ f factors indaates that materiel . to EDPA one of the buffer must be completely undisturbed. In the managed use zone, a limited 10 ~ ~rf ~ ~ Cornelius and Daddson, Cornelius devdaper will be respa>side fa road aonr~ection t The streamside z
a Other o~asiaTS at the Inspectors dsoetion whey o oorbirafion o The strean tin stri ad' t to sidewdk shill be galled to r,4 irrdl pa foot (inn) up to 1 t~ irrdl per foot (mine.), except number of r of trees can be removed provided that the tree density remaining is a minimum of 8 healthy trees ~k o ~ ~ landed fan. Drawn By ~ a numbs
o eel R there skald be m iron sxt a1d rfaerded on the plat as sudT. skald be covered in ceder to assure Props placerr>aTt tsrpeahre: 2 Rat 9 P 1~ ~y ~g,~s may outhaize a 17. WTSe the SW.I.M buffs crosses str /W where excessive natud Baden mdse this rlguirsr>Ent irrpractiod. In such the Town of a minin - all er er 1000 s uare feet. Removal of existing vegetation must be performed in ~ JDL DPW WJW EMH of a minimum 6 tuck c p p q
a of the results even to the 20, Canaete a osptldt std not be placed until the dr terpaabre measured d the laootien of the suitd~le gale, such a m< 18. Carrpaction Test within the R/W shill be psfaTrled by a testing firm axe copy g etin sation is at 36 degees F and rising by 1000 am Carlarote a paving operatiarls skald be such a manner as to prevent damage to the roots of remaining trees. Dafe
ct p~ arrmy 40 disoerldrlg 3 9dewdk widths shill be a rrxBmm of faux (4) feet unless othawise specified A 5' x 5 sidewdk is required at I No fill mat t I to T Ke~d1) g ~ F and lire aontractar shah protect irestlly . ~ ~ ( spaded when the dr tarpaatu-e Is degrees st 's to be brou ht into the buffer and no structures are allowed within any of the buffer 08 16 05 S ~ No fill material i g '
with Section 420 of the NCDOT Stordord ~recifioatian rltlel the ar 200' as r trod b ADA fa a passing zme urtess athawise provided by resldenbd divaw~s, ir>tfrsecting sidewdk etc areas (exc ' wills ore tin over a proffeliond engines soiled set of calstructim drawings will be placed canaete in accardoae ~ era-ete has rat cbtailed an age d 72 trans may ~ Y areas except non-commercial out buildings not exceeding 150 square feet.) Revisions (
19. Before my retanng Pu 'n and tells si eel b the offesimd siginea oertiiyin that the will was tsrpfe'otue is at or bdarf 36 degees F ms trust be cbtdned as pot of the plan review process Fx~t in unused presslted to Mecldslburg County Engneen g g1 Y g 4, App%d d sdewdk oor>structian pl Grading ar - ivities are allowed oral in the upland zone; however, these activities 8/25/DS:County Commen~6~04 05 Grading and other land disturbing act a e to the roots of remaining trees. Grass or
g1 21. The draxrlslmoes, sidewdk m+st be located a mirimm of (4) four feet from the txxfC of the cub a at the txxlc o ' tin as deli eel this dso indude~ alvat retaining wills ~ntracta ~dl rrailtdn t„p...ypy trdfic at dl times wher? wat4ig uithh edstirg s4-eets. the must be p Pu must be performed in such a manner as to prevent dam g other suitable ground cover can be applied to the upland zone.
cmtracta shill place and mdntdn dgns, Boger lic~lts, barrimde4 and ~rrrish watdrrrerr ar Aagrra~? to t-of-ways other suite ' Nbrle Area Tral6e Carlfird FlordSOdc (YVATCH). ~ .
~a~ M..,r,...,.. +I~ I..Foc+ ~+.m ~ +hP Nrrth Cording DeocrtrTlent of Trmspataticn direct traffic in acardalce with the latest edbal _ Ir+a,-~+ ,,.r,:Y, r,t m~ strr~t intersechm a'd at TWe II drivewnY n,. n..+~~~ n,. ~,~+~~~iP i,nundnrv of the buffer must be clearly marked with orange fabric fencing prior to any
I. Al WaK aK] rnalf7luzj u iui t,u nu n i w u n sedirne ntatian land-distu ownectiom 22 The contractor hall der that which is neoesry to contrail eroliarn ad to p~euent amge land-disturbing activities (grading, tree-cutting or stumping, etc.) anywhere on the site.
(NCDOT) Standard Specifications for Roads and Structures unless otherwise specified in this monad. d
2 Al ing stripsi to p all adjacent properties and strears in acoadance with the apprgxiate Town/CarntSediment and Erasion asphalt cuts shall be made with a saw when preparing street surfaces for patching or widening 0•duwxce DUKE POIAER _ _ The outsic The outside boundary of the stream buffer must be permanently marked with an iron pin or other
1. M crange oonstructian barrier must be placed 20' away fran and earpletely nand dl towers an site to serve as a acceptable Paper la shall be used to seal the ends of an asphalt par so that future extensions can be made without visual barrier for grading equipment operators. this barley must be maintained throughout project ooripletien. No additional cPer ' h j ~ a acceptable property corner marker at street crossings. xid
be perrritted other than what is ousi ~ ~ ~ rough to their full width fa ditch ype be placed within the duke ROM limits in this area No additional grading Will 1. Roposad street rights-of-way shall be graded t streets and a ninlmum spa? dirt may nat is
" " at that of eight (8) feet behind the curb for curb and gutter sections shown an the attached grading drawings. ° event "hnnrrping 4. Men placing asphalt against existing surfaces, a Wacot edge shall be used to pr
location 2 Fill errbalcrnents shall be fanned of suitcble material placed in mocessive layers not to exceed more 2 Duke energy does not object to the grating plan an this site as drawn, however sfnald the need fa the grading plan b laps e
if vin is not oarpl days following stone base approval. than sou (6) ind>es in depth for the full width of the a I be placed in the ete within seven der IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITION ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet Of 55
S Stone shall be primed pa g crow-JactM id J the width of the slope area to dxnge arise, The plans would need to be reviewed for earpliarc contractors operotirg god'ng egApment should be instructed not to grade within 20f of the towers and to maintain a 3:1 slope or less No stur~ps, trees, brush, rubbish or other Insuitcble materials or substances shd CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY,
p ed when asphalt is being placed over existing asphalt streets a adjoining oanaete storm six (6) inch layer shall be thaaxf iY aa?Pacted by the sheepsfoot tarping b the Town Cant to the line and claims due to the damage is the responsibility of the oantrada/ocrner• 6. Surfaces shall be tads r OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
a~ AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062
7. stain In raiandling sanitary and y hilly sewer terrains, structures. sweeping of the stage base and/or applioatian of a tads coat may be required near railer, 10-tan power rdler, pneumatic-tired roller, or other meftxb apprcmd by / y ~>ea. 3 Any damage Errba*rxants over ad aounddl pipe oulvaU shall be of sled material. placed and thoroughly tarped and work b duke power is r ' ed to maintain proper clearances, compacted as dieded by the Town/County Engineer or his representative 4. Proper clearances mist be mantained. if any oanstructlan by intersections. These requirerrnents will be establistned by the Town/County inspector and are based an field conditions. H- uAl ha
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m I + N 0.19 acres ~ ' o - ° _ FPE=700.99 FT acres FPE-697.99 FT FPE-696 9 / x FPE=699.77 FT ~ SEAL 10.99 FT I / , ~ E 5~\ x•` i ~
M 0.19 acres FPE-701.08 FT "W-' . m -N67~'~ FPE=702.95 FT . 65 \OE 1p0 ~ ~ TH IS A FINAL SIGN-
~-30~t'- ~ I - - -t38.oo'- I • 0.22 acres I I kA~ k P~5 NOT RELEASED fOR CONSTRUCTIO I ~ 5.~~ i ~ ~ H ~ UNLESS INITIALLED/DATED
.N _ I I ~ N FPE-703.88 FT I I ~ ~ ~.i ~qk ~ ~ AS APPROVED BY ENGINEER.
I I I
N ~I 0.27 acres - ` O N ~ N _ N a, - FPE-704.93 FT - 325.00' _ _ .1'50" i ~ INITIAL DATE N621 /i . i
° N 0.19 acres " . 25.00' '3756"E B .93 ~ ~ 67'37'56"E N67 , J
/ ~ ~7~6 E- • N - 65.00 73756 E_ ~ , / ~ ' /
~ 0.21 acres % N67~37 56 E - 65.00 00 55.00- ~ ~ ~ j ER ` / - _ , - - ~ . OFF ..ice / 9 ~
I 65.00' x"65• 20' SDE ~ UP
N ~ N6`~ _ I 1k UFFER ~f . i ~ 531.
-SSS'-^z3'31'iM- r = _ I -129.58`- ~ ~ _ --13'1 _ f• ° ~ , 17,.
20 SDE ~ + aNO I M SCR GED „r P
,n m / D ~~S.W.I.M. BUF ER r ~ ~ ~ . /''`0 NORTH ARROW
I ~ ..i .~~I l ! ~ y ,
IN I r 0.21 acres i J~ ~P a 20 ao so 7.04 ac ~ ~ , - / 1 ~e
N ~ . ~ 51 a 0.22 acres ~ FP =705.91 FT 1~• / i ~ "
° ° 0 ° ' 47~ 10 ~ R3-i ° ~ N6138 7, rr".xisting Top N SIGN. w 121.7 of Bank ~ Graphic Scale 1 = 40 ft. P \ / ~ REE LINE
BIKE LANE ~ S / ~ / ~ ' EXISTING T i /
RIGHT LANE 1 f ~ . " TREAMSIDE S.W,1,M• B -
- ~ ~
L/ ~-1'33 BN(E E ~ ~ ~ RIGHT LANE ~ ~ ~ 1 1 FQq ~ - . k / . ~ ~ ~
N~ ONLY 100+1 ~ ~ ~ . ~ ~ z _ i
SD ~ ~ _ 2~
~ r ~ ~ _ ~ z ~ ~ -~1=R- % ,.rte. ~ ~ i ~ ~c~ i .
rn ~ ,
cn o.1 I a<r¢,5 ~ ~ EXISTING TREE LIDS ,i 25k N
(a ~ ~ ' / ~ ~ ~ i ~STREA DE S.WI•M• BUFF R k q
~ ~ . ~ ~ 1 i 5 ~1
:5 BEgN BIKE ROUTE ~ (M4-11 11-1 ~ ~ ) . 1 Q Q ~,10' Bike Poth Shall Follow Existin Trpil
~ 4 ~ ~ 100+1 / ~ U U . k~
16 `Q k~~ / 6 R1 1 d
SAD R 7
ykY COMMON OPEN SPACE ~ ~ ~ ~ u I.M. •--J ~ oa sE s.w. f ~ J ° IN p i S / ~ k~ . n '
_ \ • = 0.31 acres s 1 •y6j ~ 1"~ ~ 0 ~
~ ~ ~ ~ ~ x0 INTERSE T10N C p 1 ~ ~ ~ 0 ~ ~ ~ 5 b k0 F
S ~ see et 9b 0 g . ry UPLAND S.W.I.~I. BUFFER _ ~ / ~ z ~ - ~ ~ ~
Ox ~ \ l . l MAR ~ \ • \ o~ f e • / ~ 5
~ ,ti \ O ~ % ~ ^ BIK L ~ Q A ~ ~ ~
~ ~ / .tk~ 90 AHEAD 0 ~ 'L V 1 28+0 ~ ~ NW 4 (p
. ~ 5 ~ \ ) / 0.25 acres 3 ~ 0.23 acres u u
S \ ' ~ 2.00 00 ~ 89 g . \ 100,1 ~ 1~ 29+ N 'o ctj
0+ ~ - ~ ~ \ ~ • ..---I • 8S 10' W FPE=707.4 ~ _ 00 30+00_ _ ,.,i,_~ - ~~~~~41 -N o \ o - „_~-1 ~ 009 ~ / ~ o y ~ ~ . ~
R rn ~ / _ ~2 / 1 41~ /
~ 6. No ~ _ 09.41 1~
~ / ~ \ + BIKE LANE ~ / RI T LANE ~ 5 Q ~ ~ •
\ ON / ~ t W' '9 3 .0 ~ L R=1009.47 0• S R=1009.47 1 \ Y
\ (R 17) p, .5 01' Sy ~27$.QQ ~ 65,53' 15,93' R=1009.47 1 p° ~
0.21 acres ~ ~ - - - - -1 \ s I B Z \ o
' FPE=708.79 FT ~ SPRING HOUSE \ o / 0. ~ / ' DESIGNED BY 0 ~ COMMON OPEN SPACE w 0.24 acres o A m 1 Is > o A
~ h o (R1-1 3.49 ac. , % / c~ ~ a
\ ~ (R3-16) .Im w ~ m = m
0.24 acres 1 i 1. ~ 5 0 o r rn
`'a ' \s , FPE=709.82 FT \ 0.26 acres ~ ~ ~ \ 0.24 acres ~ / 5,86' End of P J ,1 / 15 Begin Pri
0.31 ac s /ho; ~o y F g ~ acres DEVELOPER OWNER 1 0.27
FPE=712.47 FT ~ 6• ~ w Munici I Bo nd r \ / ~ ~ w ~ ~ rovident Development
/ \ -.I - ~ ti I 0.29 acr JI 1 0.29 acres Group, Inc.
~ ~ BIKE LANE ~ W ~ / , i ENDS \ J' o o ` 1 / ~ ~ 6707 Fa(rvfew Road
0 0 ~ ~ ~ / / / Suite B 1 / / Charlotte, NC 28210
\ / 1.~ ~ o ~ ~~0 0.35 acres . / 704-367-0167
,6 i g •20. 6• ~ \ J 1
N . \1 / 0.46 acres ~ < 1'55 E Desi ned B 1 / N54 5 9 Y
COMMON OPEN SPACE \ ~ ~ \ \ ~ I E 5 \ I / `~6s• E EDPA 1 5
o~ ~ ~ 46 g2 , 5 ~ 4 , Drawn By 1 ~o ~ o.
00 ~ ak 50 ~ 0.41 acres ~ JDL DPW WJW EMH 1 / NA 4A 20' NO GRADING Date
16' `'o. r ~ / o LIMITS 08/16/05
- ~ ~ R/ ~ \ e (S ' lit• Revisions
2 i 8 ~ / / °5 tee r^ o ~ 4 3 ~ r~ / 1 `St~t`9 ~ ~ ~ 8/25/05:County Commenis
. C \ I ~ ~ EX J ~ ~ ~ r^
. 9 \ ~ y ~o
~
I SIGN:
BIKE / LANE 0.40 acres °56a SIGN. \ o / A9 RIGHT LANE .55. ~ ~ g 9 I Lk~ANE \ w
ONLY RIGHT LANE \ R3-17 9 ONLY /
o p A ~VA / / (R3-17) /
s 6 0.31 acres a°59~8 S55 6l
A& tS. 5 \ ° 1 k ~g"W
b JJJ k IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
1 ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet Of 55
a' 0.30 acres 1 k CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
e a Project Number 04062 OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
\V 0.29 acres
B
E x
a

_ _ _ - ---a---
s TIMBERWOOd ~ ~ G~
0.18 acres ~ 7 r~s in \ ' ~ ~ ~ ~ A 0.18 acres ~ / NB2•oi?'35•w ~4 ~'`oo ~ ~ / ° ~ GUA D AIL r ~
1a:e3` L ~ _ - FPE=692.89 FT ~ / 5,88' ~ ~ ~ ~ ~ ~ ~J O i ~i ~ w E,68 0 2 ~ ~o
20' SDE FPE=692.89 FT ~ R. 00 ' 0.18 acres \ \ ~k sk cn ~ fP z ~ ~
~ '•so ~ Ire 1 \ _ zo I O ~ 3 66F m CUL T a
~ FPE=692.89 FT ~ / ~ ~ +00 ~ 1 +00 (R1-1) ~ I J r ° ~ ~-f- _ J , f w G O W ~ U
0.18 acres / ~ 5 ' ~ .17 acres ' J ~ o ~ o Z S Q m ~ W~ o \ r ~
E=692.89 FT ~ _ _ \ °
/ FPE-693.38 FT ' R,4 _ h a• / X1.50 - , 6 r~ ~ \ ~ \ ° a~ c o = m ~ m
/ ~ R=4 ~ L 71. ~ ` .J rT~s°a~e.`~o / 1x x11. ~ ~ a~°~
°0~'-4$"E-_-f--1. ^ , N81.32, ` cres \ +5z~21 1o f 0.20 a 04,21 52,14 / ~ / r..r.. ~ R ~ APr ~ ~ g0 f~ ° ° a ai X882• y m ~ N OT Std ea y 7c
N88, J SIGN: \ T ~ . , 20 Spy" ~ ~i6'S~ \ / FPE= 691.67 FT ti BIKE LANE R1-1 \ (o / ~ f
~ 5~, f \ ° o, J AHEAD r a p' . E-0: HDWL (R3-16) ~ / o ~ . . • / ~ Z~ O ~
`23'x~t.~=.R?~.Bap Apron S84° 0,21 acres -2• off, • . , / pv 2 r~ U, ~ ~ 5k5 v Z ~
Nq)OT Std. pose A S 183 I ~ G ~ ~
S83• ~ 6 Gravel Path/ ~ ~ , 3 FPE= 690.58 FT 2? y.' ~ ~ 1212 w ----tEVEC SPREADER ~ g°j ° \ / 0.21 acres Q . Z < O y ~ ~ v
~'4 ~ ~ ~ ~ S8 _ Z p a ~ c~ N~ ~ f
, v 1 , FPE - 689.75 ft ~ 0.20 acres µ Z ~ \ g J 5 ~ N ~ ~ ~ PE,%68 L }
Q ~ >3 35f o N ~ ~ ~ \ 3' J = II II o ~x ~ ~ \ \ FPE 689.75 ft v + YELLOW STRIP I ~
s° 0 ~ ~ \ ~ m o~ c° 5kpp OG OG ~ 0 0
/ Qw ~ \ F \ N8~°0 , ~ 0 g3, \ \ ~ 18 x23'x1 R p Apron ~n ~ G ~ h ~ a ~ ~ ~ 'L LN~O)'0
0.23 acres / x~S ~ f F- 1 , F-0: S NCDOT ~ ~ i~ ~ N ~ m ~ , a ~ ~ ~ A
FPE=69269 FT r~ ~ 9•~5~ ~ ~ ~E r I ,ah , COMMON OPEN SPACE FQ \ ~ ~ N8 , \ r o ose T 1f~ £ c so N~ ~ ~ 683.2 ~ u;~~~
a ~ ~ > o , rS• 0 20 x8 x9" Rtp Rap Apron ?x F~ 0 53, ~ q .o ~ ~ ° \ X a ase a ie oa f ~ m~~ a ~ ~ oo~
° Nq)OT Std. gaes A 0 ~k 0 x \ \F o / ~ ,moo w 0 7 9, ~ , ~ ~ Q \ D• ~ J NATO F 0\ IATU ~ 'o ~ ~
\ r.....--- - ~ S E / LEVEL SPREADER 1x o ~ / - - h ~ x~ see no e on o ~ o N m
kk ~ ~
x h 100+1 ~ h ~ x~ \ S \ ~ ° \ "1~ ~ ~ ~ CROSSWALK D see EX. MH 8 N _ ~ F~ `\i~nuuun~~
Q4' ~ ~i o v.' ai ,5 , (see sheet 9b) ~ IM - 67 75' 3,2 CAR
ER F p o \ ® OEF ~ °o Existin To ~a ' p ~ ~ \ ~ 2 INV. IN = 6 4.8T fP~~ "ssi • • L o I V. OUT - 64.83
0 r X2S ~ 9 P k W ~ H-0: FE~~• ~ of Bank ~ w 4 :Q ~'•,9:
OPT FF , us - ~ _ SEAL p(qN 5 p0 ~ = 028396
0 S W ti~ hk `
/ S ~ v> a ~ / ~ 4 rn h
~ ti / 0 a i ~ ~ ~,ti /a~ GEO o. W ~ ~ ~ - - ~ ~ ~4 v. . ~ ca ~ X PAP ~ ~-T- ` ~ - `0 ^ ro ~ ~ ~ M ` , • . v ~ x qNq p2 f
~ se feti Z b~ h s \ 1
~ k \ ,
~ rn ~ M• eU , SEAL
Q~ M. ~ ~ IS LAN IS A FINAL DESIGN
~ rn a i j Q SE HEE I Q ~ ~o~ ry NOT RELEASED FOR CONSTRUCTIO
Il / , re w w SHOE 100 ~/i% ~ . ~ ~'s~fi~ roil ~ \ ~ 2 ~ ~ • ~ UNLESS INITIALLED/DATED ~ 4
o. n. Op,M ~ ~ 9 for o po ° \ fq 5 ~ i' qtr aW 0 x \ / iC~ ~ . ~ h r x °0 ~ fq Q ~ pp ~ _ \ AS APPROVED BY ENGINEER. ~i N 1 -
•w Q~ o ~i ~ . INITIAL DATE ~ 4 ~ 11
k ti~ i +1 0. X00 N ti / ~ ~ ~ 1 ~ike Path Shali Follow_E~stma Trail + f n 16 ~ 1 ~ ~ ~ ~
i ~ '~j x ~ ti l ~ a ~~E 4 ~ `
; ~ ~
p ~ \ ~ ~ ~ ~ \ ~ ~ Op~ ~ ~ ry LL kgO l
~ ~ . ' ' • o + 100+1 i ~ i ' J / . ~ FAR k r' ~ I ) ~:a
i ~i~- 00F .35x35' ~ is \ r ~ ~ ` 5 f~
4Q ~ ~ v s ,6829
~ a NORTH ARROW
5~ k P0~0 R + \ . ~ u.
e ~ M x \ ~ - - _ Flo. ~ \ ` ~ O ~ ~ 0 20 40 80
5~ R ~ ~ \ 0 ~ + o
1 . ~o ~ ~ ~ Graphic Scale 1" = 4o ft.
. 1 ~ 0 Q 8 M+ h ~ p~ x n ~ ,683'
° ~ o ~ ~G 5' lIA fR Pi 2 ~ \D INE o q r~V/ 2 t 1 S N o fP~ h ~ ~
wl. a M. \ ~ + h ~ i ~ N h ~ F
or - ~ F . • ra l ~ F R i , , ~~h ~ / i " ~ ~ U
1 / 23+~ ~ s ~ ~ ~ z
h ~ \ s / ~ N \ ~
l \ ° \ 2r~ 27' tRip Rap Apron ~ ~ ~
0 , ~ 1 + ~ ~F NCDOT Std Zq+O ~ / / o NCDOT St C,1 / ~ r 1 • s66 ~ fPE
,1 ~ ~•s i ~ \ 'I ~ i , /
• BUNGALOW SIIE 5 I- ° s~~ ~ • ~.k of ~ \ - r ..i °o ,
I-~: a •r ~ .t: a ~ . k00 ~ 22 Parallel Par ~ I-0: FES 1 - . ~ \ ~ ~
25 kmg k ~
o o ..s ~ . a: + ~ ~ U~ / N
C • I * ~ I tP ~y °GJ
~ ~ - \ . k~: (R1 1 5 I Y Op
~ ~ / R1 1 d i 1k Y ~ ~1
R'2'Q, - : ~ 00 -3 ~ o ~
N (/j
19. a 7 / I +
tD ~ ~ o • < ~ 0 ~ r+ E -1
• ~ .k ° c 1 ~ d ~ ro~ h-1
J~ ~ ~I N r ^ Ci . Pt O . / A D O. ~ N ~ 5p RIM = A U o ~Ox ~ N VL
End Private Drive m Q ~ 22' y o D ~ . . ~ ~ ~ 1 IN y O ~+p Z t~ ~ ~ IN OUT 'b
p - 3: i o r''- N c ~ y 2 s ~ Dumpsters z o ~ ~ ~ / ~ INE v o ~ NG ro ose ' -1 to . ~ ~
0.23 acres n • ~ ~ i ~ Z~,o 'o ~ 1 ~ Vl ~ _ 9 0 0 2~ u i ur ose s a
p 5 ti ~ D 5 D 1 1 0 -C ~ ~ , G
ie 0 , F
5 . ~ / ~ •yr ~ ~ O 1 p ~ ~ ~ ~ ~
R~ i _ ~ o ~ c~'' i ° see no e on ~ ~ ~G ~
~ d. b? ~ ~ ' R/W ~z
y 5 s ee o ~ ~N ~ ~ / s G~
• °0 k ~ 0 ~ m \ 0 + m ~ ~ m
o ~195~ K-1.3: SI 5 \ 0 0, R/W R• o z O c ~
o 0.24 acres o , / ` ~ o
/ ~ _ _ S70'40'59°W l . K-1.1: ~ o ~ m • ~ 2p0 ' D ~ i o N a J
167.89' S S I 5 r'
~ OF _ 5-r5`~ - 2: G , ~o° 4~ DEVELOPER OWNER
~ gb' End of Public R W ~ 155 Begin Private Drive ' ~ pOp ~ ~ ~qR rovident Develo went ~ P
~ ~ Grou ,Inc. m ~ P
I ti . z ~ ~ ~ 6707 Fairview Road
'1 A Suite B ~ ~ 1 Charlotte, NC 28210
. 1'55 W ~ ~ ~ Syq 5 p, ~ K ~ FES ~ ~ ~ ~ v~ 1 704-367-0167
,6 ~ ~ Ua ~ 1 • COMMON OPEN SPACE ; ~
J 9.96 oC. ~ w, ~ , Designed By
/ (P / + r ~ EDPA
O O Z ~ Drawn B .m Y
° 'Ia~~ JDL DPW WJW EMH 1 i i i
S54%9 ' ~ ,p0 ~ Date 9p~E
6 I 20'x2g~x& 20'x28'x8.7S' Ra ron o by 08 16/05 ~ ~~R
20' NO GRADING ~ g'W / NCDOT Sti 5ae591 ~ LIMITS S 6~ pp NCDOT Std Claee A Revisions I
0.32 acres - 8/25/05:County Comments
/ o , ° 9~1a / i 6 Gravel ~'H 6 Gravel Path ky
r 7
cn 6lA~
o ) a o ° ,Lg W / wl ° 1~"A ~ OA
54i0 'oop
21 18W / r ° 0 "s 5n°59 , 0.20 acres
6 x 5 20
lg'W / / w a 0.20 acres 1 ` o
r5' / 19 IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
/ ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet Of 55
_ 0.20 acres 1 0, '55 - - A \ % 18 -4:x I CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062
7 s 6 1 1 ~ 9 OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
Q 2n
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~ I ~ RIGHT LANE o , I v v v
ONLY
~ r~ I . o / ~
( N
~ ' i
~ ~ N ~ i O VI 3
2+00 _ 1+00 I ~ \ ' ' m c
3+00 l _I _I _ - OBE I ~ ` o RT WA ~ ~ , , - ~ o DRIVE ~ i ~ ° o rn ~ 0
N n d
/ loo o ~ Exi a a) I S9 ~ ION ~
48 OAK TREE ,i o po ~ _ / qk
/ ~
i' / / ~ ~ ~1 ~ ~ I ~ N ~
/ ' i I z + / \ I o t ~
O ~ i / ~ i , i ~ ~ \ ~ III
/ 5k / / 1 ~ I ~ ~ \`\,j1111 Illllllll
/ / ~ ~ I I \ ; 0 oFE oH•. ~ ;

.i - I f I \ = I I , i I \ = SEAL _
o / ~ I I ~ \ - 028396 ~ ~ I I o~ =
k°' o" / -I 1 I cn m : '4
/ ~ ( I I v rn ~'F GINEE
6' BIKE PATH ~ p~ IT1 I F' ~ p 7 1111 ~ 1~1 C W r I ~ I Ilrr nett
/ ~ / ~koo ~ y 1 ~ , I ~r
X / <NND 1 N ' ~v v in I SEA ~~~A rn I
' / ~ ~ D I I -C ~ } i t Z°~' I o i l T IS A DESIGN-
/ ~ - \ ~0i ~ ~ I o I NOT RELEASED FOR CONSTRUCTIO
i / - ~ ~ ~ I UNLESS INITIALLED DATED o ~
\ N 1 ~ ~ AS APPROVED BY ENGINEER. ~I i. /
~ / ~ / ~ z ~ i I INITIAL DATE
/ ~ ~ ~ x , ~ x
/ ~ ~ ~ I ~
o ~ 0 ~ / \ ~ E o W' xl I I
/ 9ko ~ 1 ~ ~
, / ~ ~ / \ °D O I
~ ~ o I ~ ' W > I ' 3 ~ ~
' ~ \ o ~ o' v ~ 1~ N , 0
~Oko ~ ' ~ UNi ' X ~ 1 1 ~
~ ~ ~ , ~ m NORTH ARROW
~ ~ ~ , rt ~ ~ 0 20 ao so
/ \ FkiS i I m ~ n ~1
/ ~o T~ qp G ~ ; ~ ~ ~ Graphic Scale 1" = 40 ft.
~ fI r I
~

1~ ~ k~
5 \ ~ sue. 1ok2 X10 f P'~ U
w1a .N~= z 6' @N(E PATN
~'t^ f
/ 1ka0 ~
S ~ N /
S k~5 1 h~9 ~ ~RIJ 9 1 ,6g / / ~
B ~ FQE REF ~ f ~
s
\ ~
' ~ G~ ~ /
~ ~ F~ . ~ ~ ~ o
1 ~ O ~~6 f r x,68 t W i ~ - o~
gk Z J+ FQ 9 ~ ~ - ~
1 0 ro .r., ~ i W
~ G ~ ~ n G ~ a~ r,
~ O '~I. 1 '3 N f 1, ~ H ' ~Ok00 r 1~1
• f ~ a Ft \ - A ?--a U
t ,6a~ 6 \ k~5 v+ N ~ FpE N U~ I'1"} ~
8 4 0\ d / ~ ~ °o ~ ~ G,~ / ~
n ; .n ~ ~ ~ 1 ~koo 0 1 ~ ,
~G o 1 ~ ~ ~
~ ~ ~ N D ~6f~ 6 ~
~ `m ~ / y Z / ' ~ 0
~ 00 ,~r
9k2 EX. 29 f ~ - o , rn f Cd o. ~
s~ RI = 681.55' / , o INV. IN = 666.46'
o .OUT = 666.35' ~
COMMON OPEN SPACE ~ ~ - k°° / ' ~ ~
- \ 3.63 ac. ~ / f f o
k~5 ~ 4" 1 1 m ~ m o m u r ~ o N
1 ~ ~ a ~
0 t`~ 1 / ~ko/ DEVELOPER/OWNER
\ 4 ~I /I \ Y' ,
N ' • i" ~ ~ f ~ rovident Development
` CROSSWALK B Group, Inc,
CROSSWALK o ~ see sheet 9b END OF NCDOT MAINTAINED 5k ~ ) ~4 (see shee sb) k / BEGIN TOWN OF DAVIDSON DINED 6707 Fairview Road Suite B
\ ~k ~~N ~ Charlotte, NC 28210 704-367-0167
~ ~ . INTERSECTION A ~ ~ f
o o (see sheet 9b) ~ 1 ~ / Gop21 - Designed By
o w 0 ~~9 EDPA
~ ~ a3• L ~ ^M 6~0• 1 w ~ ,~6•rOp >t PE 6 ~ NE oN ~v. ~ y0 Drawn 8y
_ ~ ~ ' F ~ G~ E~ 6a SIGN• (R3 16) ~R / ; ~ F~ SSE o00 EV• Opj / ~ ROS F1. 1, JDL/DPW/WJW/EMH f
BIKE LANE o X / G NG \ ENDS ~ ~ ~~15"S1 Date
~ ~ G 1 < 08/16/05
? Revisions
ro \ ~ d T~ o~c^ o BJ25/D5:County Canments
3 0 . 9, L p• ~ w ~ ~ /1 ~y68 O Z y ~0 f
o y X683 6
1 +00 (Rl-1) _ 4 T 9 FPE ~ J " G O ~ Ji a w Z LO
o f
kp0 n/ l c N g 6 r/ wIN
/ o FS
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet a of 55
/ o 0 2 o y c^ 1 CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY,
o~ o y qlrti- AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062 OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
5
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- - - -
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~.i
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~ ~ ~
~ ` ~ ~ ~ m
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~ ~ V ~ ~
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---------c ~ 01 ~C i ~ ~ C C N
~ ~ J

~ 'p-~~ ~ C > C C
J y ~ ~ / ? _

~ a
Reversed LS' std ar6 4' bike lane , o N
9' travel lanes s' Nord i~,as 4 bike lane 6' planting 6' planting 2-10' travel lanes
4' T Ick 5 eed Bunp 4' T c ed unp strip Strip T i S d ]3urop 1~ q
esisi '''si a zxx s6'- REFERS TO 6' planting m o
PROPOSED PROFILE REFERS TD - s $ ope 2% Slope stri m ~ c P ho c
PROPOSED PROFILE 2-9' travel lanes 5' sidewalk c N o rn~
1.5' std, curb, typ, 0 oa ~ 4' Thick S eed Burop E ~ ~ ~e 2Y. Sl e ~ N C
53' R/W 5' sidewalk , 1,5 std, cur p, ~ h 0~ ~ ~ ~ 0
53' Right of Way R F ~ maw a E ERS TD o o v
el or oo ree PR~P~SED PROFILE o o n n m 1.5' std, curb, typ, N u ~ u
43' R/W
wl als e n ersec lon e
aln ree W1 e 1 e a nes
W1 ' arse n o r o CA 0 R, ree ~ ,
ersec i on O:.~oFessroyti :f~'; Wl ' arse :~.Q
n er sec 1 on
SEAL = 028396
HANDICAP
d~ , Lk,, ~ RAMP (TYP) Gtr K c ~ Ea.•
Fri ^1 ~ Lq~ Y s
~i a c~ uiu~~
0 Z3~S - SE
~ a
0 HI LAN IS A FINAL DESIGN- END NCDOT MAINTENANCE NOT RELEASED FOR CONSTRUCTIO
\ cq~ b i E BEGINNING OF TOWN OF DAVIDSON UNLESS INITIALLED DATED /
A~ ~ ~ 8' CROSSWALK K O PER NCDOT STD. (STA. 14+61,30) AS APPROVED BY ENGINEER.
L O L ~ ~ \ ~ 1 INITIAL DATE
~ ~ 10' ASPHALT
\ k ~ BIKE PATH
e ~ rlv
~ 'D / er
1k tr c~.. Apr ~ ~K ~ ti i ~ ~ CURB AND SIDEWALK ~ ~ ~r .
be ,oEwP 1N ~ TRANSITIONS FROM
qtr ~ ; g,o of 5 t.~E~ tr ~ ~ P A~ ~ NS Rti / Br s" To o" IN 10' adfo i rd P
ak i ~ ~ BE 1 FUG • ark Dr TIMBER WOOD ~ ~ 1 vC
2 ~ ~ . 0~ o o GUARDRAIL NORTH ARROW
~ [p~ i ~ o io 20 ao
1
--I~---- 19+00 19+50 / Graphic Scale 1" = 2O ft.
. o
o
O Lp. 4r
Lp~ ~
~ ~ Lp~ ~ d ~ br ~ 0 5k U
l.pa ~ ~ z
i 8' CROSSWALK ~
PER NCDOT STD ~ ~ r ~ ~ i • • 1~
L / • ~ 10' ASPHALT
• / 1O'AP ~ S HALT ~ BIKE PATH ~
BIKE PATH
~ ~l ~ ~ / p ~
U U ~
SIGN.
4~• BI E THREE CONCRETE o~ ~ ~ DS BOLLARDS 0 2.5' o,c,
(R3-16) Typ OF BOTH
i / ( SIDES) ~ ~ ~
' o ~ N
~ ~ 'b ~
~
H
` _ W 1 A~
~ ~ ~ a~
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i 1 ~ rovident Development ~ ~
I ~ Grou I X p, nc.
1 +00 _ ---a- N 6707 Fairview Road Suite B ~ ~ ~ CharloNe, NC 28210
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- haven Drive 3 704-367-0167 ~C \
Brent ~ Designed By
~ EDPA
I i Drawn By
< ~ ~ ~i - 5 • / ~ JDL DPW WJW EMH
• ~ / ~ , x Date
.4 / h 4 `7~. 08 16 05
r / Revisions
~r 8 25 O5; County Comments
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ii 69 I \ o`~ Sa
CROSSWALK D
INTERSECTION B b INTERSE( IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sh
of !SECTION CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY eet 9b 55
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED. ~ r 04062

_ ~
- I 1 i i / . ;
1
i I-' - i 1 ~ 1 ~ 11 ; f~ x I k~ ~ 1, / / 1 i~ , ' ~ ~ ~ ~
1' 1 ~ ' _ • L i •~..1. C 1 1 V:, / i ~ ~ ~ l / I: 1. ~ PROPOSED m
I 1 ~ ~ ~I ~~w 1~~ 1 i, 1 1 1 1 ~ / / lei/ , t ~ ' I I ~ 1 ~ a ~ L
4ERNER & SPENCER ~1 v I / ~1' ' - DB 15a9-d6a- J'. ~ 1 1 ~ ~ ~ ~ ll ,907..991 02 „ ~,11 ~ ; ~ a1o 5' CONTOURS U ' i , ~ ~ ~ m i
1 HUNTER & `dHISNANi: ~w _ _ _ _ f - - - - - DD Q~2o-192 1 ; 1 CONTOURS ~ • ~
` ~ • 007.091 - x_68 9UKE POKER C0.- GHT OF.WAY ~t ~ , , ~ ~I . \ \ ~ ,i - ~ / ' : p . ~ BQ' DUKE POWER C0:'.RIGHT OF N . _ .p .i 3 I I ~I.N78501>'C' I...•. ~--'_kY-_`_ 'X707 E_ _r~• _y~_~ ~ I j', 11 , 1 \ 1 - ~ s..•. ¢-y E POWER CO:RIGHT OF WAY i TT • sD-~-sD--.---- STORM SEWER ° ~
. _ _ _ _ _ _ _ _ I r. - - ; ~Lg t STORM SEWER ~ ~ D v ~ c
a I ~ y 1 - - - - - ~ I . I - ~'I ' .'1m 18 I 1~ ,its 1u , I' . 1~' ~ ~ 177. ~ \ 1~ ~ ' / I 1 _ I - ~ L I ~ MANHOLE MN o. rn o _ ( ) o
~ - I'I. I_.' 14 I'' ' - GRATE INLET (Gi, YI) N
~ c„w L l t_ . j yr( ` \ 1 i ~ i 1~ ~ ~ r ' 4- r 1' ,y~N ` i ~r _ _ - _ - i \ ~ ?t. ~ ,1 1 ~ i,i \ o \ ~ i' ° ~ / ' i/ ~ / !7 - 0 t7
1 ! \ 11 \ i ~ ' SLAB INLET (SI)
_ I - 1 1( I.. ,......1 11 93 ~ 1 III 05 I I I. I , I 'I ~ ~ I I . ` 1 \ N,. \ L I j 1 R
• 4P ~ ~ 1 - 1167 ' S1 1 t ~ 111 410 I 1 \ \ 1 r \ _ ~ : _ - .Ipp ..100 1.. ~ _f. iD ~ _ L' I. 1 I I l i. I. Tdr. r I r- ~ I I 1 \ 1 v , , \ FLARED END SECTION
: : - i' ` t ~ ~ ~C: ~ N
:a , y..e.-.. : ~ t ~ - A FES) ~ ( ~ i
67 IJ 1;', I ~ 1 ~ ~ • 1 I' a7 I ~ ~ I BO 1.371 5B i i 31 I p9 II ~ 14 r'. Iw 1 1 ~1 ~y.! / / / ' - _ _ i . , ~ HEADWALL (HDWL) N
. _ \ ` ( I ~ _ I i I ~ = I 1 100 ' y I ~1. ~ l _ I ~ I - ~ . ~ - ~ ~ I I I I . I . 115 I I. ' 101 ~ , M 1 \ 11 1 i , I I I m - ~1 at ~ v ~ m,~w d r c ~ Z i L M a
r 1 1 , - 1 . I I 1Y':, ,100 1 • - - t mo a
1 L , 'r r 11 1, -ONLY CLASS III - ~ - N ' r. NuNrER a Ntsr9aNr_-- - _ _ _ l~.., q . ~ I * Z•RUN TO BE -ONLY CLASS III REINFORCED CONCRETE PIPE TO BE USED UNLESS OTHERWISE NOTE0. C N N h W
_ i ~ \ ' _ ~ ~ ~ , ao71H or , , , 11 I~ ( r,, ,y I - ' ~ ...INDICATES Z•RUN TO BE CLASS IV REINFORCED CONCRETE PIPE T MANDITORY E ~ 00 ~ INDICATES USE OF O-RING TYPE JOIN S t0 N ~
_ c { - , `a., N 1 - . - , I I 1 ~ ~ m1 I 1 .9 oo . ail` ~ F C N , as - U1 .I . ~ ,I _Lr:_ - I I ~ ~ . 1.. ,p1 Iq ~J ,,,r" ~i,_ A EXISTING = 3 0
S nl r` 7u. 1 I ~_~1 ~i__ I. \ m I 19 ~ / ~ •1' 1 ~ I ~ 1 ~ , ~ ' ~ , m-~v a
` Inlet ID U Inlet) • ' \ ` '`:1 , _ 1 I ft Inlet ID U InIetID Down Pi Le tlt Pi a Size in Slo % GroundlRim InvertU GroundlRim InvertDn ~ m ° o v _ _._..795..._._. 5 CONTOURS ~ 0 0 ft ft it in Elev U it it Elev Down ft ft
, n - , i -,,Ir 11 I I t~A9 ~,a , . ~ 19a 11 . ) A-1: MH A-I i 1 \ \ ~ I' _ ' , - • H A-0: FES 12 15 0.5 747 740.06 0 740 ' N o A1.M 1 CONTOURS
_ a I OD e~ n ea II ~ ~ ~ ~ 1 ~ A-2: GI A- ' ` 1 : ~ 1 7s I II \ ~N i.. 1 1 '.\1 1 wESrMORLAND R Y a, saNS, IND. A3: CI A , . ! . - I I ~ 1 1 1 ?D 378 217 A-2: GI A-t: MH 29 15 10 755 746.4 747 743.5 A3: CI A-2: GI 99.62 15 1.91 757.25 753.4 755 751.5 _ _ . _ ~a- _ _ STORM SEWER
- - ~ , ;..,I n 'i ( ~ , ; ' ~•1' 00]281-06. : A-0: CI A-3: CI 30.07 15 0.5 757.25 753.75 757.25 753.6 S A N TA R Y S E WE R
r' ! . ' :I '1 ~ / / ~ ~ \ 1 \ '11_'x+ ~ L " ~ ~ ` Inlet ID U Inlet 1 Inlet ID U InIetID Down Pi a Len th Pi Size in Slo k GroundlRim InvertU GroundlRim InvertDn ~ ARC FE o I EIevU ft ft ElevDown ft n FORCE MAIN ,~~'4?~••'s5~
, \ _ . ft _ ~`t n I ~ i, s , u II ~ 79 ~ ~ ft ft ft m ~ 7 .5 692.31 695 692 " ~ ~ ~ ~o Ny'•.'~ E-1. GI E-0. HDWL 61 3s 0.51 02 16 WATER LINE ; Q ~
.I~I : ` r> III I , id ~ • ' ~ ~ ~ 1 t 1 E-2: G1 E E-2: GI E-1: GI 51 30 0.51 703.5 694.26 702.5 694 _
1 ` ~ E-3: CI E ' E-3: CI E-2: GI 100.38 30 2.08 703.99 696.55 703.5 694.46 - WATER LINE SEAL E-0: CI E-3: CI 19.97 30 0.5 703.99 695.85 703.99 695.75 = 028396
" _ ~ , • _ , . I . • I 112.3 30 0.5 707.2 696.55 703.99 695.99 STORM SEWER = E-5: CI E~. C
~1 r , ti~T - f E-7: CI E 19.99 18 0.5 707.2 699.43 707.2 699.33 ~ ' '`a E-6:c1 E-5: CI MANHOLE //MH F l ciEE•' E-7: CI E•6: CI 58.83 18 0.51 705.16 700.23 707.2 699.93 CURB INLET ((G I
_ _ ~ , ' .i6 700.56 105.16 700.48 l ) ~''q E~: CI E 7: CI 19.97 15 0.5 705
_ E T _ .I 99 700.78 ~ ~ ~ t' t'1 E-0.1:CI E-0: CI 45.45 15 0.51 To4.5s 7D1.a1 703. GRATE INLET/YARD
~ i E-0.2: CI Ed.1: CI 19.94 15 0.5 104.56 701.31 704.56 701.21 ~ ~ (J~ INLET (GI/YI) E-4a: SI E-0: CI 23.16 15 5.01 706 701.65 703.99 700.49 SE
~ ! \ ~ i y _ - E-5a:Sl E-5: CI 16.95 30 7.96 706 700.46 707.2 699.11
` E-6. , , - E-6.1: CI E5: CI 49.42 15 9.73 710.61 706.81 707.2 702 T S LAN IS FINA DESIGN-
_ _ , . , \ - , „ ,t`,. ~ ; - Ir- L ~ 'o: ~ - 9 i 1 ` ~~Y ii let ID U Inlet i \ In _ , ; i ' 1, ~ E-0.2: CI E-6.1: CI 20 15 0.5 710.37 707.11 710.61 707.01 NOT RELEASED F ONSTRUCTIO Inlet ID U InIetID Down Pi Len 111 Pi a Size in Sloe °k GroundlRim InvertU GroundlRim IrnertDn UNLESS INITIALLED/DATED
• ` _ ~ _ i ft it ft in Elev U ft ft Elev Down ft ft Inlet ID U InIetID Down Pi Len th Pi a Size n Slo °k GroundlRim InvertU Ground/Rim InvertDn AS APPROVED BY ENGINEER.
I - _ ALEX DER•RUSAK~ . ' i~ ` ` M-1: q M- 9D7 to 9a y r 7. i V.. 1 i A 1 \ M-1: G M-0: FES 21.77 15 0.51 687.31 683.51 664 683.4 ft it it in Elev U it ft Elev Down ft ft / M-2: CI M-1: CI 19.9 15 0.5 687.31 683.81 687.31 683.71 I-1: MH I-0: FES 41 36 0.51 694 680.21 680 680 INITIAL DATE
, _ . _ > b ~ ` 1 n " Inlet ID U Inlet . ,y 1\ , > _ , Inlet ID U InIetID Down Pi Len th Pi Size in Slo 96 GroundlRim InvertU GroundlRim InvertDn I-2: CI I-1: MH 22 30 0.5 695.71 687.96 694 667.85
. ~ , , , t N~a , , t y ~?8~ i c9re+~/, ~ E. \ It -1: CI N- ft it ft in Elev ft ft Elev Down ft it I-3: CI I-2: CI 140.17 24 0.5 693.76 689.16 695.71 688.46
_ _ , , , ~ N-1: CI N-0: FES 19.48 15 0.67 686.14 681.13 682 681 I~: CI 15: CI 44.81 24 3.95 695.43 691.13 693.76 689.36 N-2: CI N-i: CI 20 15 6.55 686.14 682.64 686.14 681.33 I-5: CI I-0: CI 143.86 18 6.13 704.45 700.45 695.43 691.63
1 , . ~ ' - 1 Inlet ID U Intel r I . ~ , ~ a' : `s't ~ fir, 17 ` 1 ~ ~ \ t I ft Inlet ID U InIetID Down Pi a Len th Pi a Size ut Sb °,6 GroundlRim InvertU GroundlRim InvertDn I5: CI 15: CI 113.63 18 4.36 709.6 705.6 704.45 700.65
• t ~ ~ I i . . _ ; _ _ ft ft it m Elev U ft ft Elev Down ft ft I-7: CI I.6; CI 160.85 16 2.95 714.34 710.54 709.6 705.8 K-1: CI K-0: FES 21.94 30 0.5 684.69 679.49 680 679.38 13: CI I.7: CI 37.06 15 1.9 715.58 111.68 114.34 710.89
. ~ ~ , - la , i~ , K-2: CI K•1: CI 19.97 30 0.5 684.69 679.79 684.69 679.69 I-9: DBL CI I-0: CI 41.Q4 15 0.51 715.49 711.99 715.49 711.78
1. r, , ' K-3: CI K-2: CI 74 30 1.78 686.01 681.11 684.69 679.79 I-2.1: CI I-2: CI 53.41 18 2 696.25 690.56 695.71 689.49 K-4: CI K-3: CI 100.87 24 72 69327 688.87 686.01 681.61 I-2.1a: CI I-2.1: G 23 15 4.35 696.25 693 696.25 692
' 359 AfLEy ,,~t~ . -•..,ll ` ` ce d : ~,PO'.Y , DB.2 '306 -,",11. ` _ 1_~ ' ,d/ K-0.1: CI k K-0.1: CI K~I: CI 20.03 15 0.5 693.27 689.77 693.21 689.67 13.1: CI I-3: CI 19.12 15 0.52 693.76 69026 693.76 690.16
I t . - I, 2~/ "r. ~ l s:; ~k~4oy5"'6 K-1.1:CI k ,r I , ~ r z K-1.1: CI K-1: CI 45.66 15 0.87 68524 681.32 684.69 680.E I~.1: G I-0: CI 30.08 15 0.5 695.43 691.93 695.43 691.78 NORTH ARROW
III '~%'li y _ _ u / ,A~.~`a ~ K-1.2:q K• I it I f i ,1 : r ?yy ~ • i i N 1, 1 R '3• , ze : o \ ` K-1.3: GI K• K-1.2: G K-1.1: CI 20.05 18 0.5 685.42 681.62 685.17 1381.52 I-5.1: q I-5: CI 30.1 15 0.5 704.51 701.07 704.45 700.92 K-1.3: GI K-1.2: CI 24 15 0.83 686 682.07 665.42 681.!12 -2.2: DBL I-2.1: CI 44.55 15 9.07 698.5 695.05 696.25 691.01 o too 20o aoo
- , . 1 , : 1 • ; K3a: CI K-3: CI 20 15 0.5 686.01 682.17 666.01 682.01 I-2.3: G I-2.2: DBL CI 144.93 15 4.17 704.75 701.3 698.5 695.25
- ` Lit 1, L ~ 1~se5 1 ,.R..,. , 1,,,': 1\ I W :ST DRLAND R Y 6 SDNS, INC. K3.1: GI N ~ 7 l 11! , ,.'zD'o9^ r - y-~ DB. 3278-21 K3.1: GI K-3: CI 24.86 15 0.52 686.01 6132.5 666.01 682.37 -2.4: DBL I-2.3: CI 130.95 15 5.15 711.5 708.25 704.75 701.5 K5: CI K-4: CI 49 24 10 698.98 693.77 693.27 688.87 13.2:CI I.3.1: CI 25.16 15 0.52 693.51 690.59 693.76 690.46 Graphic Scale 1" = 200 ft.
1 ~ ~ 7 : ,N .<z,-:.. ~ 3~\ 007-152-16 ~ - ~ , K-0: CI K5: CI 58.5 24 10 705.6 100.43 698.98 694.58 I-10:CI I-9: DBL CI 65,73 15 3,04 717.49 713.99 715.49 711.99
- , K•7: CI K-6: CI 77.37 16 10 715 709.54 705.6 701.8 Inlet ID U InIetID Down Pi Len ilt Pi Size in Slo % GroundlRim InvertU GroundlRim InvertDn
y ~ ~ i, ~ s ~ ~ K-9: CI N . K-8: CI K-7: CI 149.98 15 7.63 726.4 722.6 715 711.15 it ft ft in Elev U ft ft Elev Down ft ft K-9: CI K•e: CI 34.22 15 1.02 126.64 723.14 726.4 722.79 J-1: q J-0: HDWL 85.96 36 0.5 704.91 699 699 698.57
~ • - K-5.1: q N K5.1: q K5: q 126.63 18 0.62 699.67 695.57 698.96 694.78 J,2: q J-1: G 25 30 0.8 704.91 699.7 704.91 699.5
- ~ ~ , 1 L Y RQ \ 1 K5.3: CI K K5.2: CI K5.1: q 19.99 16 0.5 B98.87 695.87 699.67 695.17 J3: CI J-2: q 86 15 1.41 706.12 702.87 704.91 101.66
A , ~ ~ S ~ , ~ . , CARL BAILEY i ~41 \ - , i K53: CI K5.2: q 5127 15 0.59 700.27 696.47 699.67 696.17 J-2.1: GI J-2: CI 52.09 24 6.34 708 704 704.91 700.7 y K-5.4: CI K-5.3: CI 91.48 15 5.37 105.78 701.96 700.27 697.05 J-2a: CI J-2: CI 75.54 18 0.5 705 701.36 704.91 701 F'~
t_• ' DB. 02359-306 ~ 5 ~ • . , - - , r . r K-5.5: q K-5.4: CI 19.95 15 0.5 105.76 70226 705.76 70216 J-2b: q J-2a: CI 24 15 0.5 706 701.75 T05 701.63
- L K-5.3.a.q I. t ' . ; 1 ' _ K-5.3.a:q K-5.3: CI 20.19 15 0.5 700.27 696.77 70027 696.87 22 J•2.1: GI 120.79 24 5.63 716 711 T08 704.2 ~ K•6.1:CI K5: CI 21.5 15 0.51 705.6 702.1 706.6 701.99 J,2~ CI J-2b: CI 40 15 9.38 708.15 705.5 705 701.75
• . K-7.1:CI K-7: CI 22.9 15 0.66 715 711.5 715 711.35 htlet ID U InIetID Down Pi Len th Pi a Sim S Groundll~im I GroundlRim InvertDn , ~
Irdet ID Inle Irdet ID InIetID Down Pi Le 6t P' Size in Sla % GroutdlRim InvertU GtotrtdlRim uneADn ft ft ft m Elev U ft ft Elev Down ft ft ~
ft GRADING AND DRAINAGE NOTES STANDARDS FOR DESIGN H-1: MH H ft it m Elev U ft ft Elev Down P-1: CI P-0: FES 23.56 36 0.55 707.15 100.31 708 100.18 N 24 0.53 704 699.4 700 698.35 P•2: CI P-1: CI 30.41 30 2.1 707.15 701.45 707.15 700.81 W H•1: MH H-0: FES 9.51
1. EXISTING TOPOGRAPHY AND ROADWAY DATA SHOWN ARE BASED UPON H-2: CI H H-2: CI H-1: MH 14829 24 2.99 709.69 704.04 704 888.6 P-3: CI P-2: CI 55.39 24 3.61 706.15 704.15 707.15 702.15 SH
BY: nform to the standards and ecifications as 11. The interior surfaces of all storm drainage structures shall be pointed up and H-3: C1 I TOPOGRAPHIC SURVEYS 1. All storm drainage design shall co sP H-3: CI H-2: CI 20.31 18 0.54 108.65 704.65 T09.69 704.54 P-4: CI P-3: CI 131.26 24 3.96 714.98 709.65 706.15 704.65 Q Q Qt H-0: CI H3: CI 122.77 18 8.34 119.19 715.09 TOB.85 704.E P5: CI P-4: CI 207.41 24 6.86 735.9 725.2 114.96 710.98 U ~ 'z
DESIGN PA-SURVEYING - r Storm Water Desi n Manual, smoothed to an acceptable standard using mortar mixed to manufacturer's H-0: CI I ENVIRONMENTAL provided in the Charlotte MecWenbu g 9 CONTACT: TOM MONTGOMERY Charlotte-Mecklenburg Land Development Standards Manual, or the more restrictive specifications. H-5: CI I H-5: CI H-4: CI 20.03 18 0.5 719.19 715.39 719.79 715.29 P5: CI P-5: CI 125.02 15 9.9 746.96 740.67 735.9 728.29 ~ y
20616 N. MAIN STREET, SUITE 204 of any standards that conflict. H-6:CI I H-6: CI H-5: CI 81.64 18 7.83 726.38 721.96 719.79 715.59 P-7: CI P-0: CI 30.02 15 1.17 746.98 743.75 746.98 143.4 -u Qti F-+ •4.1: CI P-0: CI 30.01 15 4. 711.55 714.98 711.25
CORNELIUS, NC 28031 12. All pipes in storm drain structures shall be flush with the inside wall. H-8.1: CI I (TEL) 704-896-8020 Z, Adequate storm drainage shall be provided throughout the development by means of H-0.2: q H H$.1: CI H-0: CI 19.91 18 0.5 726.38 722.26 726.36 T22.18 P 1 71 96 H-0.2: q H-0.1: CI 55.89 18 8.98 731.39 727.5 726.38 T2248 P~.2: GI P-4.1: CI 113.41 15 5.24 120 717.75 714.98 711.8 A
e i es or ro erl railed channels. All pipe shall be of adequate size 13. Any storm drain structures over three (3} feet and six (6) inches in height must H-6.3: CI H H-6.3: CI H•6.2: CI 27.43 15 0.51 731.39 727.89 731.39 721.75 P5.1: CI P5: CI 29.93 24 1 735.9 725.7 735.9 725.4 ~ iti p„t
2. ALL GRADING AND SITE PREPARATION WILL CONFORM TO SPECIFICATIONS AS storm drainag p p P p Y 9 s a roved b the Cit Count En ineer, to carry all storm water in have steps in accordance with standard details set forth in this manual GIVEN IN REPORT OF GEOTECHNICAL INVESTIGATION PREPARED BY: and capacity, a pp y Y/ Y 9 H-7: CI I H-7: CI H4'i: CI 167.34 15 7.48 T39.09 735.39 726.38 72288 P5.2: GI P5.1: CI 43.44 24 0.69 729.5 726.2 735.9 725.9 Q 740.5 736.7 739.09 735.59 P-5.3: GI P-5.2: GI 117.29 24 0.51 729.5 127 729.5 726.4 (Q Q H-6: CI H-1: CI 49.02 15 2.28
FROEHLING & ROBERTSON, INC. Its drainage area. 14. All frames, grates, rings, covers, etc., must conform to the standards set forth in H-6: CI H-9: CI H•8: CI 16.92 15 0.59 740.5 137 740.5 736.9 Inlet ID U InIetID Down P Len tlt Pi a Size m Slo °k Ground/Rim Invert GroundlRim InvertDn ''d r„t ~ W
CONTACT: JEFFREY K. YODER, EIT this manual. H 9: CI TCHISON-MCDONALD ROAD 3. In accordance with Section 12.603 of both the City and County Zoning Ordinance, InIetID Inle 2505 HU Inlet ID InIetID Down Pi Le b Pi a Size in Sb GroundlRim InvertU GroundlRim InvertDn ft fi ft in Elev U ft it Elev Down it ft 'Q lev U ft ft Elev Down ft ft C-1: CI C-0: HDWL 27.43 15 0.51 684.91 680.14 680 660 Q Q
CHARLOTTE, NC 28269 the City/County Engineer shall review the drainage plan for compliance with the 15. All graded creek banks and slopes shall be at a maximum of two (2) feet ft ft ft it m E r--t G-1: CI G-0: FES 36.07 30 0.5 713.27 708.17 710 707.99 C-2: CI C-1: CI 26.18 15 0.5 684.83 681.33 684.91 681.2 ~ 1~,,,,1t rr 1~~ ° ~I L 1--1
T L 704-596-2889 standards contained in the current edition of the Charlotte-Mecklenburg Land G-1: CI G (E } Manual and the Charlotte-Mecklenbur Storm Water Design horizontal to one (1) foot vertical (2:1) and not to exceed 10' without terracing. Development Standards 9 G2: CI f G2: CI G1: q 91.32 30 6.22 719.3 714.05 713.27 708.37 Inlet ID U InIetID Down Len th Pi a Size m Slo GroundlRim InvertU GroundlRim InvertDn Q U
3. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA. LOCATIONS OF Manual and all other relevant and appropriate standards established by the G3: CI f wn it ft G3: CI G2: CI 30.01 30 0.5 719.3 714.4 Tt9.3 714.25 ft it ft m Elev U ft ft Elev Do ~ ~ G-4: CI G3: CI 154.3 18 8.68 732.54 728.79 719.3 715.4 QO:HDWL Q1:FES 41.13 15 2.43 714 713 714 712 ^ ~I Q
AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING 'n De artment. 16. All backfill shall be non-plastic in nature, free from roots, vegetative matter, EXISTING UTILITIES, Town/County Engineer) g p G4: CI f UCTION, waste, construction material or other objectionable material. Said material shall be CONSTR G5: CI G•4: CI 71.01 15 1.15 733.86 729.86 732.54 729.04 Inlet ID U InIetID Down P' Len th Pi a Size m Sb % GroundlRim InvertU GroundlRim IrnertDn `b ~i
n water level is like) to be capable of being compacted by mechanical means and shall have no tendency to ~ C t 4. Sub-surface drainage shall be provided where the grou d Y flow ar behave in a plastic manner under the tamping blows or proof rolling. G8: CI t t it it in Elev U ft ft Elev Down ft ft ~ G6: CI G5: G 20.01 15 0.5 733.86 730.16 733.86 730.06 f
4. ALL STORM SEWER PIPE TO BE RCP, EXCEPT near the surface. In capillary soils, the water level should be four (4) to six (6) feet OTED ON THE PLANS OR REQUIRED BY JURISDICTION. Gi': CI f WHERE N below the surface to prevent the rise of mdsture into the subgrade. Four (4) inch G7: CI G$: G 131.8 15 4.72 740.28 736.58 733.86 730.36 ' Z1:MH 'ZO:HDWL 35 24 0.51 702 697.4 699 69722 Q GB: CI G-7: CI 49 15 3.9 742.48 738.69 74028 736.78 Z2:HDWL °Z1:MH 318.79 24 4.52 712 712 702 697.6
I r 17. Materials deemed by the Engineer as unsuitable for backfill purposes shall be GB: CI t G•9: G G-8: G 17.01 15 0.53 742.48 738.98 742.48 736.89 Inlet ID U InIeUD Down P' Len th Pi a Sim m Slo % GroundlRim Inver) GroundlRim InvertDn
NSIONAL LAYOUT SEE SITE PLAN. FOR STORM SEWER STAKING SEE PVC or corrugated metal pipe with open Jelnts or perforations shall be used to owe removed and replaced with select backfill material. Gg~q I 5. FOR DIME , UTILITY PLAN. ground water in low areas in the street. G1.1: CI I G1.1: CI G-1: CI 32.22 15 3.48 712.99 709.49 71327 706.37 ft it ft m Elev U ft ft Elev Down ft ft
18. Backfilling of trenches shall be accomplished immediately after the pipe is laid. The G3.1:GI I G-0.1: GI G•3: CI 106.55 24 3.41 723 718.6 719.3 714.9 D-1: MH D-0: FES 24.06 30 0.5 730 715.12 715 715 ~ 2: HD G-3.1: GI 45.18 24 Ob 718 716 T23 715.77 0.2: q 0.t: MH 33.31 30 1.41 730.79 723.03 730 722.56 ~
6. FOR GRADING & DRAINAGE FACILITY DETAILS, SEE DETAIL SHEETS. GENERAL NOTES fill around the pipe shall be placed in layers not to exceed eight (8) inches, each 2: HD G layer shall be thoroughly compacted to 95y of the maximum density obtainable with G4.1: q I G~.1: q G-0: CI 43.86 15 8.84 735.94 732.83 732.54 729.04 0.3: p D-2: CI 93.66 30 5.36 733.35 728.25 730.79 72323 ~
7. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER (SEE PLANS). 1. All work and materials shall conform to the latest edition of the NCDOT Standard the Standard Proctor Test (a density of 100 Standard Proctor is required for the InIetID Inle Inlet ID InIetID Down Pt Le b Pi a Size in lloutdlRim InvertU Groundlltim InvertDn D-4: CI D•3: CI 59.11 30 0.68 733.85 728.85 733.35 728.45 ft ft ft m Elev ft ft Elev Down ft it D-0: MH D-0: CI 105.55 30 2.25 736.21 731.32 733.85 726.95
- TO S ecifications unless otherwise specified in this manual. top eight (8) inches). fl 8. ALL CONSTRUCTION WITHIN STREET RIGHT-OF WAY SHALL CONFORM p B 1: q B B-1: q B-0: FES 71.01 30 0.51 1394.12 664.36 664 684 D•6: q D-5: MH 34.29 24 2.74 737.36 732.76 736.21 731.82
APPLICABLE STATE AND LOCAL JURISDICTIONAL REQUIREMENTS. 2. Onl class III reinforced concrete pipe is allowed within the street pavement, right of 19. Compaction requirements shall be attained by the use of mechanical compaction B-2q I Y B-2 q B-1: CI 19.95 30 0.5 694.12 68932 1394.12 66922 0.T: MH Df: CI 120.82 24 3.28 741.32 736.92 731.36 732.96
GRASSED AND RIPRAP MUST BE wa and drains a easements except for culverts equal to or greater than (60) sixty methods. Each layer of backfill shall be placed loose and thoroughly compacted in B3:q I 9. ALL OPEN DRAINAGE SWALES SHALL BE y 9 B3: q 8-2: CI 141.132 24 6.83 703.81 699.41 694.12 689.72 0.1.1: CI D-7: MH 55.94 15 0.5 742.07 738.08 741.32 737.8 m B~: q B•3: CI 190.47 24 9.44 720.68 71628 703.81 698.3 0.7.2: CI D-7.1: CI 16.2 15 0.56 742.07 736.37 742.07 738.28 ~ ~ o
PLACED AS NECESSARY TO CONTROL EROSION. inches in diameter. For culverts equal to or greater than (60) sixty inches, place. B~: q I B5: q B-0: CI 336.2 24 3.18 730.37 725.96 720.68 715.32 0.7.3: CI D-72: CI 132.62 15 139 744.2 740.41 742.07 738.57 m .o
corru ated steel or aluminum pipe is allowed if it has a concrete poured invert. q I NG CONTRACTOR IS RESPONSIBLE FOR STRIPPING AND STOCKPILING OF g 20. Under no circumstances shall water be permitted to rise in unbackfilled trenches 10. GRADI Minimum au a for metal pipe shill be 14 gauge. 8.6: q B-7: q 841: q B-5: CI 57.44 24 1.03 730.86 726.75 730.37 726.16 0.7.4: CI 0.7.3: CI 16.23 15 0.55 744.2 740.7 744.2 740.61 .o o r B-7: q 8-6: CI 110.59 18 2.93 734.74 730.49 730.86 721.25 02.1: CI D-2: CI 90.69 18 0.51 729.07 725.09 730.79 724.63 0. ~ N
TOPSOIL. GRADING CONTRACTOR IS ALSO RESPONSIBLE FOR SPREADING 4~ g g after the pipe has been placed. B~: MH B-7: CI 59 18 3.76 731.86 733.16 734.74 730.94 D-2.2: CI 02.1: CI 27.04 18 0.52 728.93 725.43 729.07 725.29
OF TOP501L ON LANDSCAPE AREAS AND REMOVING FROM SITE EXCESS 3. All storm drainage pipe outside the strcet pavement shall be reinforced concrete B~:MH TOPSOIL. GRADING CONTRACTOR SHALL PREPARE SUBGRADE FOR PAVEMENT it Count En ineer. No other t e of ipe shall be used 21. Pipe systems and open channels on private property shall be placed in a storm B-9:q E B-9: q B-8: MH 49.49 15 4.57 740.32 736.62 737.86 734.36 D-3.1: CI D-3: CI 52.35 15 1.81 734.3 730.8 733.35 729.85 DEVELOPER/OWNER
RBS AFTER CURB CONSTRUCTION, pipe as approved by the C y/ y g YP p drainage easement. Public storm drainage easements for maintenance by private 8-10:q AND CURBS AND BACKFILL CU without prior approval from the City/County Engineer• All pipes shall be laid with the property owners shall be a minimum of fifteen (15) feet for pipes and twenty (20) 8.11: q E 8-10: p B-9: CI 157.44 15 4.98 748.41 744.66 74032 736.82 0-4.1: CI D-4: CI 20.01 15 0.5 733.85 730.35 733.85 730.25 rovident Develo went 8-11: q B-10: CI 25.95 15 0.5 748.49 744.99 748.41 744.86 DSa: CI D•5: MH 57.31 15 2.44 737.9 734.11 736.21 732.71 p
11. GRADING CONTRACTOR SHALL PROVIDE SUPPLY OF TOPSOIL FOR LANDSCAPE bell or groove upgrade and the joint entirely interlocking, feet for open channels, Easements to be accepted for City/County Maintenance, g~,1;q 83.1: G B3: CI 27.5 15 8.55 704.95 701.45 703.81 699.1 DSb: CI D-5a: CI 16.9 15 0.53 737.9 734.4 737.9 734.31 Group, Inc.
CONTRACTOR FOR INSTALLATION IN ALL LANDSCAPE ISLANDS. Permanent Storm Drainage Easements, shall have a metes and bounds description. 8.4,1; q 4. All concrete shall be 3600 PSI. In order to use pre-cast storm drainage structures y~dths of ermanent storm drain easements are as fellows: 6.4.1: G B-0: CI 36.01 15 828 723.66 720.16 720.68 717.18 0.5.1: CI D-5: MH 30.69 15 6.94 736.54 734.75 73621 732.62 6707 Fairview Road 6.6.1: q B-6: CI 60.23 24 4.79 734.89 730.49 730.86 126.65 05.2: CI D-5.1: CI 16.9 15 0.53 738.54 735.04 738.54 734.95 Suite B
SPONSIBLE FOR TOPSOIL INSTALLATION in an street rights-of-way, prior approval shall be obtained from the Town/County P B~.1:q i 12. LANDSCAPE CONTRACTOR SHALL BE RE Y 8~.2:CI E 852: CI 8-6.1: CI 73.08 18 8.4 741.47 737.13 734.89 730.99 D-8: CI 0.7: MH 44.13 24 3.22 742.84 738.34 741.32 .736.92 Charlotte, NC 28210
IN LANDSCAPE ISLANDS. Engineer. Pipe Diameter Width 8.8.3: CI E 6.8.3: CI 652: CI 76.87 18 0.51 741.52 737.72 741.41 73733 D-9: CI D-0: CI 88.56 15 1.99 745.8 741.1 742.84 739.34 704-367-0167
ALL PROVIDE AND INSTALL TOPSOIL IN DISTURBED 6. Concrete i e used within the street right-of-way shall be a minimum of Class III 15" - 24" 15' 8~.4:q E 13. GRADING CONTRACTOR SH P P 30" - 36" 20' B~.5: q E 85.4: q 6.6.3: CI 118.2 15 2.16 745.02 741.23 741.52 737.97 0.10: CI D-9: CI 57.38 15 5.35 748.22 744.37 145.8 741.3 65.5: q B-0.4: CI 16.96 15 0.53 745.02 741.52 745.02 741.43 0.11: CI D-10: CI 30 15 0.5 748.22 744.72 748.22 744.57 Designed By
AREAS TO BE GRASSED, TO INCLUDE PAVEMENT SHOULDERS. Reinforced Concrete Pipe, with a minimum diameter of fifteen (15) inches (eighteen B43.ta: CI 8-6.1: CI 20.01 15 0.5 734.89 731.39 734.89 73129 0.8.1: CI D-8: CI 20.52 15 0.54 742.84 739.34 742.84 739.23 EDPA
18 inches minimum on cross drain culverts within the County). 42" - 48° 25' B~.ta: CI E 14. DEVELOPER: PROVIDENT DEVELOPMENT GROUP, INC. ( ) 54` + 3D' B~.3a CI E B5.3a: CI 6.6.3: CI 16.96 15 0.53 741.52 738.02 741.52 737.93 U6.t: CI D-6: CI 29.99 15 0.5 737.36 733.86 737.36 733.71
CONTACT: TOM WATERS B-7.1: CI 6707 FAIRVIEW ROAD, SUITE 8 7. The minimum cover for all pipe is two (2) feet. All storm drain easements {labeled SDE on plans and plats) are to be kept separate B~8.1: q E B-7.1: CI B•7: CI 25.97 18 0.5 734.62 730.82 734.14 730.69 0.7a: CI D-7: MH 27.61 15 0.81 741.85 738.06 741.32 737.82 Drawn By 6.8.1: q B-8: MH 24.2 18 0.5 738.85 733.64 737.86 733.52 0.7b: CI D•7a: CI 16.9 15 0.53 741.85 73$.35 741.85 738.26 JDL/DPW/WJW/EMH
CHARLOTTE, NC 28210 8. Concrete mortar 'oints shall be used for joining all concrete pipes. The pipe shall from all other easements except where an overlap is approved by the appropria a 8.8.2; q E 6.132: q 6.8.1: CI 60.74 15 0.51 738.04 7343 736.85 733.89 Inlet ID U InIetID Down Pi Len th Pi a Size m Slo % GroundlRim InvertU GroundlRim InvertDn
(TEL) 704-367-0167 ~ be clean and moist when mortar is applied. The lower portions of the bell or groove City Engineering Department. B~.3. q E 65.3: q 6.8.2: CI 41.67 15 0.5 738.41 734.71 738.04 134.5 fl ft it m Elev U 4 it Elev Down ft ft Date 6.6.4: q 8~3: CI 40.02 15 0.8 738.94 735.15 738.41 734.91 F-1: CI F-0: FES 18.9 18 0.48 685.93 681.89 682 681.6 08/16/05
TOR SHALL CONFINE HIS OFF-SITE ACTIVITIES TO EXISTING RIGHTS OF shall be filled with mortar sufficient to bring the inner surface flush and even when B-A.4:q E 15. CONTRAC 6.8.5: q 6.8.4: CI 16.98 15 0.53 738.91 735.44 738.94 735.35 F-2: CI F-1: CI 77.25 18 1.67 687.42 683.42 685.93 682.13 Revisions
WAY AND EASEMENTS. the next joint is fitted into place. The remainder of the joint shall then be filled with avement B'8.5:q E mortar and a bead or ring of mortar formed around the outside of the joint. The Im &8.1a:q E B-8.1a: G 6.8.1: CI 16.16 15 0.56 738.85 735.35 738.85 735.26 F3: CI F-2: CI 72.12 18 4.92 691.28 687.17 667.42 683.62
16. FOR BENCHMARK INFORMATION SEE EXISTING CONDITIONS AND DEMOLITION application of mortar may be delayed until fill is completed when the pipe is larger 6~.2a:q E 63.2a: G B-0.2: CI 17.01 15 0.53 738.04 734.54 738.04 734.45 F-4: CI F-3: CI 21.01 18 0.52 691.28 687.46 69128 687.37 B/25/D5: County Comments 85.1: q B-5: CI 20 15 0.5 130.56 727.06 73037 726.96 F-5: CI F-4: CI 125.78 18 0.5 700.07 689 691.28 686.37 g/~05: Wetlands
PLAN. than thirty (30) inches, B-5't:q F-0: CI F-5: CI 109.38 15 0.5 693.5 689.8 700.07 689.25
17 ell cpnr FlFVannnls sHOwN aRF PAVEMENT ELEVATIONS UNLESS OTHERWISE ___s........ necum ~„o,.l~,•~+Inn V-1aR fnr Tvne R ~n~ min F-7: CI F-6: CI 134.3 15 4.47 699.5 696 693.5 690
NOTED. flexible plastic 9askets, may be used in lieu of the mortar joining method. F-1.1: Cl F-1: Cl 31.11 18 0.51 685.93 682.13 685.93 681.97
18. THE DRAINAGE CONTRACTOR IS RESPONSIBLE FOR THE USE AND INSTALLATION F-5.1: CI F-5: CI 19.88 15 0.5 700.07 697.57 700.07 697.47
OF 0-RING TYPE PIPE JOINTS WHERE INDICATED (BY ASTERICKS) IN THE PIPE
SCHEDULE. REFER TO OVERALL PIPE SCHEDULE ON C22. a
8 IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
CURB INLET SECTION n.t.s. ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 22 Of 55
CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
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\ FPE-712.47 FT \ \ ~ \ ~ / 1 / ~ / / / ~ P5.3: GI P-5.2: Ga t 17.2s 24 0.51 729.5 727 729.s 726.4 DEVELOPER/OWNER
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~ / ~ 1 i ~ ~ \ I / / ~ ~ H•4: CI H~: q 122.71 18 8.34 719.79 715.09 708.65 704.85 Charlotte, NC 28210 ~ _ ` ~ H-5: CI H-4: q 20.03 18 0.5 719.79 715.39 719.79 715.29 704-367-0167
~ / ~ / a ~ / ~ / 5 / \ / H5: q 81.64 18 7.83 12fi.38 721.98 719.79 715.59 H•6: CI h ~ ~ 722.28 726.38 722.18
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~ ~ ) ~ o. \ ~l\ ~ ~ / o, H$: cl H JDL/DPW/WJW EMH V ~ / H-9: CI H•8: q 16.92 15 0.59 740.5 737 740.5 736.9
\ ~ / ~ \ ~o ~ O o at8 ~ ~ G Inlet ID U InIetID Down Pr Len th P' Sine m Slo k GroundlRim InvertU GroundlRim InvertDn D
\ ~ ~ \ i ~2 ' fi ~ ft ft ft Elev U ft ft Elev Down ft ft 08 16 05 / \ ~ ~ ` / r^ G-0: FES 36.D7 30 0.5 713.27 708.17 710 707.99 J ~ -o G-1: cl Revisions
~ ~ 1 ~ _ ~ 1 ~ 2 .27 708.37 0 G2: CI G-1: q 91.32 30 6.22 719.3 714.05 713
/ 1 O , G•3: CI G•2: q 30.01 30 0.5 719.3 714.4 719.3 714.25 6/25/05;Caunty Comments / ' ~ 719.3 715.4 / ~ 8.68 732.54 728.79
0~ ' ~ f x ~ / - / 1 ~ ~ G-4: CI G-3: q 154.3 18 9/1/05; Weilands / ~ ~ G-5: CI G~d: q 71.01 15 1.15 733.66 729.86 732.54 729.04
\ v. ~ / / / ` / / ~ G-6: CI G-5: q 20.01 15 0.5 733.86 730.16 733.86 730.06
/ / ~ ~ , \ r_~• nl r,~• tl 131.8 15 4.72 _740.28 736.58 733.86 730.36
tier ol t G-8: CI G-7: CI 49 15 3.9 742.48 738.69 740.28 1 736.78 1
G-8: q 17.01 15 0.53 742.48 738.98 742.48 738.89 ~ G-9: CI
1 G•1.1: CI G-1: CI 32.22 15 3.48 712.99 709.49 713.27 708.37 / G3.1: GI G-3: CI 106.55 21 3.47 723 718.6 719.3 714.9
2: HDW G3.1: GI 45.78 21 0.5 716 716 723 715.77
\ 15 8.64 735.94 732.83 732.54 729.04 ~ X G~1.1: CI GA: q 43.86
GI k /
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 24 Of 55
/ ~ CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062 ARE RESOLVED. UNSATISFACTORY CONDITIONS
Ilk-

L
Inlet ID U InIetID Down P' Len th Pi Size m Sb GroundlRim InvertU GroundlRim InvertDn ~ - ---I-~
ft ft ft in Elev U ft ft Elev Down ft it \ \~t~'' - , _ ~ \ l ~ ~ ~ \
E•1: GI E-0: HDWL 61 36 D.51 702.5 692.31 695 692 23.E F-6: \ E-2: GI E-1; GI 51 30 0.51 703.5 694.26 702.5 694 ~ \/`pU \ \ t ,
E-3: CI E-2: GI 100.38 30 2.08 7D3.99 696.55 703.5 694.46 ur a ~ ~ L S CULVERT \ ~
E-0: CI E-3: CI 19.97 30 0.5 703.99 695.85 703.99 695.75 _ ~ E•5: CI E~: CI 112.3 30 0.5 707.2 696.55 703.99 695.99 \ w ` ~ ~s.~ ~ ~ ~ \ \ ~ \ ti5+ o ~
\ ~ E-6: CI E-0: CI 19.99 18 0.5 707.2 699.43 707.2 699.33 ~ \ ~ ~ r \ 'o o
E-7: CI E-6: CI ~ \ 58.83 18 0.51 705.16 70(1.23 707.2 699.93 \ 2 F \ ~ o x 1 1 m
E-8: CI E-7: CI 19.97 15 0.5 705.16 700.58 105.16 700.48 - \ 0 - \ E-4.1: CI E-4: CI 45.45 15 0.51 704.56 701.01 103.99 700.78 \ ! ~ t~ 3 ~F
E-0.2: CI E-0.1: CI 19.94 15 0.5 704.56 701.31 704.56 701.21 ~ \ \ \ \ \ ~ I 1 ~ ~F %+r 4r U \ ~ LK m
E-4a: SI E-4: CI 23.16 15 5.01 706 701.65 703.99 700.49 ~~o - ' ~ ~ - ~ \ ~ \ Eta: SI E-5: CI 16.95 30 7.96 706 700.46 707.2 699.11 ° 20' SDE ~ , , - 1 ~ \ h ~ ~ 1 s rn 1 ~ ~ rn
\ \ E-6.1: CI E-6: CI 49.42 15 9.73 710.61 706.81 707.2 702 - ~ \ ~M B V / L L O~ _ 0 ~ • p U1 C
E-6.2: CI E-0.1: CI 20 15 0.5 710.37 707.11 710.61 707.01 q\ - ~ ~ iir ~O \ , a. ~ C L
Inlet ID U InIetID Down P' Le Pi a Size m Sb % GroundlRim InvertU Ground7Rim InvertDn ~ ~ \ ft it ft m Elev U ft ft Elev Down ft it _ _ ~ FPE=692.89 FT \ ~ / ~ /~0 ti i ~ 1 1 ~ a m 0 3 y. \ \ U m d N
K-1: G K-0: FES 21.94 30 ~ ~ \ 0 ~ 0 5 684.69 679.49 680 679.38 I 5 ~ 20~ S \ ~ q. ~ it \ ~ I N ~ it ek , , 'O _ 'p 'p
K-2: CI K-1: CI 1 F E=692.89 FT ~ \ \ / \ ___.r ~ OS 9.97 30 0.5 684.69 679.79 684.69 679.69 ~ / ~y K-3: CI K-2: CI 74 30 ~ ~ I ~ ~ ~ ~ ~ a 1.78 686.01 681.11 684.69 679.79 ~ ~ ~ \ it ~ \ ~ C C C
K ~ \ \ - •4. CI K3: CI 100.87 24 7.2 693.27 686.87 686.01 681.61 ~ ~ ..,FPE=692.89~FT ~ ~ ,eke 1 ~ 1
K•4.1: CI K-4: CI 20.03 15 D.5 693.27 689.77 693.27 689.67 \ \ \ \ I \ 1 \
K-1.1: G K-1: CI 45.68 15 0.81 685.24 681.32 684.69 680.89 \ ~ ~ \ / ~ K-1.2: G K-1.1: CI 20.05 16 \ \ _ ~ ~ ~ \ 0.5 685.42 681.62 685.17 681.52 E-691.89 FT ~ 1 +00 ~ ~ \ 1
K-1.3: GI K-1.2: CI 24 15 0.63 686 682A7 685.42 681.92 5 ~ / \ FP~E~93.38 FT O y. , , , N
K-3a: CI K•3: CI 20 15 0.5 686.01 682.17 686.01 682.07 \ ~ \ / ~ K 3.1: GI K-3: CI 24.86 15 0.52 686.01 682.5 686.01 682.37 _ ~ ~ S ~ ~ w ~ I ~
-1: ~ ~ ~ K-5: CI K•4: CI 49 24 10 698.98 693.77 693.27 688.87 - - ~ \ 4, ~ 4 4 \ Q ~ 1
d ~ oo~ / K-6: CI K,S: CI 58.5 24 10 705.6 700.43 698.98 694.58 \ \ ~ \ / \ / ti \ \ m m \ \ 1x m-- c I x11. ~p ~ 1 \
K-7: CI K~: CI 77.37 18 10 715 709.54 705.6 701.8 \ 20 S0~ ~ ~ ~ K-8: CI K-7: CI 149.9A 15 7.63 726.4 722.6 715 711.15 ~ . \ E-0: DWL \ FPE= 6~1~7 FT ~ : R ap r y ~ ~ ~ o 0
K-9: CI K~: CI 34.22 15 1.02 726.64 723.14 726.4 722.79 ~ ~ \ \ N DT St . 14' 1 ` \ = N n n n
K-5,1: CI K-5: CI 126.83 18 0.62 699.61 695.57 698.98 694.78 ~ \ \ ~ K-5.2: CI K,5.1: CI 19.99 18 0.5 699.67 695.67 699.67 695.77 ~ NCI~T ~ A ~ \ ~ ~
K-5.3: CI K5.2: CI 5127 15 0.59 7 .27 6 6 4 6 r ' \ 6 ~ r V I ~ \ \ 00 9 . 7 699.67 96.17 / a E t]tf1~ \ - C O '~O ~ y y t^\ 1 cm
K-5.4: CI K5.3: CI 91.48 15 5.37 105.76 701.96 697.05 ~ REA ~ ~FL'E= 690.58 FT 700.27 ~ ~ \ \ O~\ / ~ - - ` / I ~ z ~ 2 \ G~ c^ ~i m moov
K-5.5: CI K5.4: CI 19.95 15 0.5 705.76 702.26 105.76 702.16 ~ \ ~ \ \ \ x~ ~ ~ ~ ~ - K-5.3.a:Cl K-5.3: CI 20.19 15 0.5 700.27 696.17 7D0.27 696.67 ~ ~ \ ~ \ ~ ~ ~ ` ~p Y G \ Nu+:wii
K-6.1:CI K~: CI 21.5 15 0.51 705.6 702.1 705.6 701.99 \ \ \ \ 1''` ~ FPE = 689.7~b \ 2 N 61 FPE = 689.7~Fftt 2 0 o ~ G \
K-7.1:CI K•7: CI 22.9 15 0.66 T15 711.5 115 711.35 \ \ ~ / f
let I ° 1 \ ~ I ~ In D IdetlD Down P P e Size In S ~ Ground/Rim InvertU GroundlRim Imn;rtDn ft ft m Elev U ft ft Elev Down it ~ / \ ) ~ ~ ~ ~ o N / \ ~ \ u n
H-1: MH :FES \ / H-0 9.51 24 0.53 704 699.4 700 699.35 / \ \ \ ~ ` \
H-2: CI H 1: MH 148.29 24 2.99 709.69 704.04 104 699.6 =69 . ~ \ ~ ~ E 2 69 ~ \ H-3: G H-2: CI 20.31 16 0.54 708.65 704.65 709.69 704.54 0 ~ 18 x23 x1 23 R Apron'^,~ . 9
H-4: G H-0: CI 12271 18 1 . 9 ~ / ~ 8.34 7 9 7 715.09 706.65 704.85 \ S / \ /..,6 i F q Nq)OT \ F c^ 1 pE - ~ ~ ` \ SEAL _
S ~ 20 B x9 Rap 9a_ _ ~ H-5: G H-4: CI 20.03 18 0.5 719.79 115.39 719.79 115.29 \ OF` ~ \ ~ - ~ . ~ / / N T Std aw \ Op\ \ ~ H•6: CI H-5: CI 81.64 18 7.83 726.38 721.98 719.79 715.59 ~ ~ x - - / ~ 1 _ r o o s e \ 028396
H-0.1: CI H-6: CI 19.97 18 0.5 726.38 722.28 726.38 12218 /S' ~ ~ \ _ ' a \ _ 1 ,
S ~ ~ LEVEL ER \ - ~ _ o / I~ H•6.2: CI H-6.1: CI 55.89 18 6.98 731.39 727.5 726.38 72248 F 6g ~o see \ ~
H-6.3: CI H•6.2: CI 0~' / ~ \ V L VL.l~-1- 27.43 15 0.51 731.39 727.89 731.39 721.15 / 1 / ° \ C H-7: CI H•6: CI 167.34 15 T.48 139.09 735.39 726.38 72288 / / ~ ~ A0+1 ~ n o e n ~ ~ Ox~ \ ~ r n
H-8: CI / / Sfki \ H-7: CI 49.02 15 2.26 740.5 736.7 739.09 T35.59 / / / ~ X70 \ ~X ~ . ,
H-9: CI H~: CI 16.92 15 0.59 740.5 137 740.5 736.9 / ~ \ I / / / / . IN 679.8 nlet ID InIetID Down P' Pi a Size in 5b Ground/Rim Irn GroundlRim InvertDn ~ / \ _ ~ see \ SE ' s ~
ft FP 695.11 T' ~ • / ft ft in EIevU ft rt EbvDown ~ ft ~ / H / , / EE-SHEE~50 ~ ~ ~ THIS PLAN IS A FINAL DESIGN-
F-1: CI F-0: FES 18.9 16 0.48 685.93 681.89 682 681.6 / 1: ttlH ` / ~ ~ NOT RELEASED FOR CONSTRUCTIO ~ .
~ / F-2: CI F-1: CI 77.25 16 1.67 687.42 683.42 685.93 682.13 / ~ P ~ ~ F•3: CI F-2: CI 7212 18 4.92 691.28 687.17 687.42 683.62 / / / ~ \ ~ UNLESS INITIALLED DATED ~ ,i ~ AS APPROVED BY N
~ / \ \ 21.01 18 0.52 691.28 687.48 691.28 687.37 / ~ ;lit/ ~ / ~ ~ p : „ ~ E GINEER. x ~ p~q /
F~: G F-0: CI 125.78 18 D.5 700.07 689 691.28 688.37 / ~ / Q ~ / / F-0: CI F-5: CI 109.36 15 0.5 693.5 689.8 700.07 689.25 \ - - / Gg - ~Ox ~ N~ S INITIAL DATE
CI F-6: CI 134.3 15 4.47 699.5 696 693.5 690 t~P~ ~ ~ ` ^ r J ~ rn W,~M. ~ 9 0 1 ~
/ / / ~ \ F-1.1: CI F-1: CI 31.11 18 0.51 685.93 682.13 685.93 681.97 / ~ r-.. ` _ 1' ` \ -v .
F~.1: CI F-5: CI 19.68 15 0.5 700.07 697.57 100.D7 697.47 / / ~ ~ ` . ~ Inlet ID U InIetID Doom Pi Le Ih Pi a Size in Sb k GroundlRim InvertU Ground/Rim IrnertDn / / i ~ ~ • \ ~ 10 ED _ ~sf I
/ f it in Elev U ft it Elev Down t! ft / ~ EP i ~ , , • • - / ~S, W ~ i- I M, ev
I-1: MH I-0: FES 41 F ~ ' ~ ~ 1- 36 0.51 694 680.21 680 680 / ~ I-2: CI I-1: MH 22 30 0.5 695.71 687.96 694 681.85 ~ ~ ~ FFFR I
I-3: CI I-2: CI 140.17 24 0.5 693.76 689.16 695.11 688.46 ~ 5• Ox / - ~ ~
I~: CI I-3: CI ~ / ~ 10 ~ / ~ y ~T 44.81 24 3.95 695.43 691.13 693.76 689.36 / a?, ~ ek ,ore T
I.5: CI I-4: CI 143.86 18 6.13 704.45 100.45 695.43 691.63 ~ ~ / i / / ~ ~ S~bq roe/ I~&: CI I-5: CI 113.63 16 4.36 709.6 705.6 704.45 700.65 4 ~ ~ ~ ~ or f a I ~
0 / / ~ ~ \ \ >n o k ~ ~ 1 ~ , I.7: CI I.6: CI 160.85 18 2.95 714.34 710.54 709.6 705.8 _ f / ,,g . 0 0 ~ ~ F NORTH ARROW
I.B: CI I-7: CI 37.08 15 1.9 715.58 711.68 714.34 710.89 ~ ~ / TAP OF _ A ~ _ Bike Pat h.~FeNaw ExlStln T I \ \ I-9: DBL CI I$: CI 41.04 15 0.51 715.49 711.99 715.49 711.78 ~ / WE NDS . ' / ~ 0 0 ~ ti ~ ~ - ~ ~ ' W 1. ~ 0 20 +o so ~ ~ ~ \
I-2: CI 53.41 18 2 696.25 690.56 695.71 689.49 ~ ,iE -1 \ ~ -4.1' q ~ ~ ~ ~ F ~ 16~
.1 / . / 6U I-2.1a: CI I.2.1: CI 23 15 4.35 696.25 693 696.25 692 / ~ ~ ! ' • . y / ~ ~~g Graphic Scale 1 = 40 tt. 5 ~ e
13.1: CI I.3: CI 19.12 15 0.52 693.76 690.26 ~ ~ ~ ~ / \ 693.16 690.16 ' • . • / 5 ~ \ I.4.1: CI I-4: CI 30.08 15 0.5 695.43 691.93 695.43 691.78 ~ ¢ ~ i~ , / • • 5\0~ 'G~ ~ --"1 ~ ~
I-s.1: CI I~: CI 30.1 15 0.5 704.57 701.D7 704.45 700.92 ~ • / EPA' / ~ ~ \ ~
-2.2: DBL I-2.1: CI 44.55 15 9.07 fi98.5 695.D5 696.25 691.01 ~ 5 / ~ f,iR /
I-2.3: CI I-2.2: DBL G 144.93 g 15 4.17 704.75 701.3 698.5 695.25 k~ i i ~ • . ~ . -2.4: DBL I.2.3: CI 130.95 15 5.15 711.5 706.25 704.75 701.5 y ~ i i ~ ~ ~ \
13.2:CI I-3.1: CI 25.16 15 0.52 693.51 690.59 693.76 690.46 ~ / ~ ~ / \ \ 0 X . ~ s ~ R . Z
10.CI I-9: DBL CI 65.73 15 3.04 711.49 713.99 715.49 711.99 ~ ~ ~,~PO ~ ~ ~ ti 5
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i / \ _ D / a ~
\ L / ~ ~ \ ~ ~ o rovident Development / ~ ~ o~ e~ o e on rn / z
~ ~ -71 t ~ tt Group, Inc. / DI ~ 6707 Fairview Road
T L 5 z s e p ~ e Sui1e a
~ ~ i z Charlotte, NC 28210 .a z ~ ~
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\ I - ARE DISCOVERED, EITHER ON THE CONSTRUCTION \ \ ~ ~ DOCUMENTS OR THE FIELD Sheet 27
55 CONDITIONS, THE C NTR Q R MUST NOTIFY THE ENGINEER IMMEDIATELY, of 1 6 Gr vel Path AND SHALL NOT COMMENCE
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Inlet ID Do~lream Pipe Pipe Sbpe GmundlRim Elev InveriUp GroundlRim Elev InvertDn (ft) Upateatn (It) R Length (ft) Size Qn) (X) Upstream (h) (ft) Downtstn:am (ft) ~
Q-0: HDWL Oi: FES 41.13 15 2.43 714 713 714 712 , ~ rl W
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\ ~ ~ ~ ~ 1 EX. 9 \ 6 ' 25 \ 1 1 1 ~ i L • S ~ ~ RI = 68 .55• ~
~ 5 \ \ 1 1 ~ 1 ~ ~A ~ _ • 1 1 INV. IN = 66.46' . ~ - m
1 k ` .OUT = 66.35' ~ I / • / \ c
0 1 1 , m ~ / ~ \ \ 1 . 1 00 13 / ~ o n ~ m
/ / \ 1 / / SPRFJIDER 1 ~ \ 1 1 1 / m o m - / / , o o s
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~ ~ ,1 ~ / \ \
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~ \ \ 1 1 ~ , 1 ~ ~ ~ / l \ Group, Inc. ~ \ ( 6707 Fairview Road
t W C~NSPAN 1 ~ / 1 1 - EN OF NCDO MAINT INED suite s
~ 1 , - ~ VER 1 0 , / L S CUL BO ,5 / _ f > 6: i \ k , IN TOWN F DAVI SON Charlotte, Nc 2s21o B \ ANLY CLASS III REINFORCED CONCRETE PIPE TO BE USED UNLESS OTHERWISE NOTE0. 704-367-0167
~ ~ \ I ~9 f "`INDICATES USE OF O-RING TYPE JOINTS MANDITORY
1 ° \ i e Size m 510 °,6 GroundlRim InvertU GroundlRim InvertDn d B ~ InIetIDU InIetlDDovm Pi Len th P De519ne y
1 s. o 0 0 1 - ~ I 1E \ it ft ft in EIevU ft it ElevDown ft ft EDPA 0 002 \ 687.31 663.51 684 683.4 1 ~gC ~ M-1: CI M-0: FES 21.77 15 0.51 683.81 687.31 683.71 Drawn B
R x, ~ ~o - r~~ I ~ ' ~0 6 M-2: CI M-1: CI 19.9 15 0.5 687.31 y
\ \ / ~1 PE I ~ 4 ~ I F ~ S i N ~ ~ M 6 0 ~ ° GroundlRlm InvertU GroundlRim InvertDn •OON 'L~~v 6g'1~ ~ Inlet ID U InIetID Down Pi Le Pi a Size m Slo ~ JDL/DPW WJW EMH
~ , ~ / t p55 1. • I / GR NO F~ S S ~ ~~V • ~ f ft it ft in Elev U ft tt Elev Down ft ft Date OS \ 62 681 ~ GR N~ ~ ~ N-1: CI N-0: FES 19.48 15 0.67 666.14 681.13 6
~t5~ \ ~ - • I 20 15 6.55 666.14 662.64 686.14 681.33 08 16 05
I ~ 1 \ ~c ^ G ~ Inlet ID U InIetID Down Pi Le lh Pi a Size In Slo ~ GroundlRim InvertU GroundlRim InvertDn RBVISiOnS ~ ft ft ft in Elev U ft it Elev Down ft ft
I ~ ~ 1 1 ~ 4 1 I ~ T~ aAF ~~F ~ F-1: CI F-0: FES 16.9 18 0.48 685.93 681.89 682 681.8 8/25/05:County Comments
ti ~ 1 1 ~o ~ ~ \ 7~ F-2: CI F-1: CI 77.25 18 1.67 687.42 683.42 685.93 682.13 g/T/p5: Wetionds
1~~ ~ w/ w ` 1 s OZC ` ~ Di 9Z'y 1 F-3: CI F-2: CI 72.12 18 4.92 691.28 687.17 fi67.42 683.62 Di 7.48 691 ZB 667.37 G ~ ~ F-0: CI F-3: CI 21.01 16 0.52 691.28 68
la ~.o w.v . F-5: Cl f : LA 7/0.10
68 F-0: CI F•5: Cl 109.38 15 0.5 693.5 689.8 700.07 689.25 (P~ \ 15 4.47 699.5 696 693.5 690 } F-7: CI F CI 134.3
--~o+o o -o \ 1 N F-1.1: CI F-1: Cl 31.11 18 0.51 685.93 682.13 685.93 681.97
F-5.1: CI F-5: CI 19.88 15 0.5 700.07 697.57 700.07 697.47 1
Inlet ID U InIetID Down Pi Length Pi Size in Sloe % Ground/Rim InvertU Ground/Rim InvertDn ft ft ft in Elev U ft (ft) 1 Elev Down ft ft
C-1: Cl C-0: HDWL 27.43 15 0.51 684.91 680.14 680 680
o 1 \ P ~ ~ • \ 1 x x11. ~'0 1 FS C-2: CI C-1: Cl 26.18 15 0.5 684.83 68133 684.91 681.2
y R ap 1 1 1 1 N or E / IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS F
J.Al • ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 29 Of 55 THE CONTRAT R MUST NOTIFY THE ENGINEER IMMEDIATELY, CONDITIONS,
94- < o `i o \ \ \ I AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLCTS DISCREPANCIES, Project Number 04062
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

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~ ~ ~ 028396
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w, - - ~ ~ THIS PLAN IS A FINAL DESIGN- ~~r~~~''"' NOT RELEASED FOR CONSTRUCTIO 4 / ~ \ , /
l - J' i ,ice ~ i , ~ ~ I i - ~~I 1 ~ ~a~ z. . % V ~ \ UNLESS INITIALLED/DATED
' AS APPROVED BY ENGINEER.
f ~ ~ ~ ~ INITIAL DATE
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srnoRO&N3~R 6 , u1C. , Gra hIC $Caie 1" = R00 ft.
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V ST AND R Y 6 SLNS, INC. ~ (,1+ { DB, 3278-217 ~ ~
007-152-16 ~ ~ . ~ J ~
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DEVELOPER/011'NER
-
i rovident v De elopment
~ , ~ Graup, Inc.
j ~ ~ , ~ 8707 Fairview Road ~ ~ suite e
y Charlotte, NC 28210
\ - ~ ~ 704-367-0167 ` ~ 4 /
/ ~ ~ Designed By
~ Il 1, EDPA ' % / ~
~ Drawn B
~ \ ' ~ ~ ~ JDL DPW WJW EMH l
~ ~ \ Date
' r , I ~ , , 08/16/05
/ f / i /f Revisions
~ ~ 8/25/05:County Commenis
~ ~
i i 1 i ~ 1r
5
W J I I~ / II
I I
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 47 Of 55
CONDITIONS, THE =TRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Project Number 04062
OR OTHER UNSATISFACTORY CONDITIONS

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P-11' travel lanes ~ ; ~ o 'o
4' bike lane 4' bike lane 6' planting tO moos a,rnm • , 45,' ~ ~ h n °
5' sidewalk strip 6 planting 2-10' travel lanes 2-11' travel lanes ~ N U w 0 6 planting
strlp • , / rt H - 1.5' std curb, typ, strip
CROWN • 1 4':1' 5' sidewalk
0.5' lantln strip 11,5` lantln P 9 ~ P 9 1,5 std curb, typ, strip CA
1.5' std, curb, typ, 48 R/W -
S' sidewalk 48' R/W : ~Q~ 9<
53 Right of Way ~ i ~ _ SEAL =
- 028396 - in ar ae r a wi
~ ~ ~ I e re ain
es n a ie wi e
re in a NOTEI Street trees are sta ered between Irs of parallel pnrking spaces, ~ ~ ~ ' ' ~ 99 Pa
STA. 32+OS to 45+00 Street Nar~e~ Bradford Park Drive STA, 24+50 to 32+OS Street NaMe~ Bradford Park Drlve Street Narlel Bradford Park Drive STA. 20+25 to ~4+50 ~ ~vr
Hayden Park Drive Robert Walker 13+69 to 19+00 _ SEAL
~ ~
~ ~ y~ ~ ~~~1 ~ ~ ~ H IS A FI ESIGN- i ~ ~ _C NOT RELEASED FOR CONSTRUCTIO
_ - ~ ~ ~ ~ UNLESS INITIALLED DATED
~ ~ AS APPROVED 8Y ENGINEER. ~ /
~ ~ ~ INITIAL DATE
~ ~t
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NORTH ARROW
J 4' bike lane 4' bike lane J
6' planting 2-10' travel lanes 6' planting
6' planting 6' antln strlp 8-9' travel lanes strip
5 sidewalk stri str P - ' el lanes - ~ . ,
2 11 trav 5' std curb, typ
CROWN - 1/4'd' (IYP) LS' std, curb, typ.
0.5' lantln stri antln st P 9 P OS pl 9 r'iP ,
5 sldewalk U 5 sidewalk
1.5' std, curb, t 55' Right of Way yp 5' sidewalk z 43' R/W
48' R/W w V[
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~ rive STA. 32+OS to 45+00 Street Nave Bradford Park D W
rk Drlve STA. 19+25 to 19+60 Hayden Park Drive Street NaMe~Bradford Pa
Robert Walker 13+69 to 19+00 Street Nartel Brenthaven Drive f rorl STA, 0+00 to 2+05 ~ + 4+66,68 0 0 ~ and 3 15 to
- - ~ + U ~ Z Bradford Park Drive STA, 18+75 to 0 00
+ + 30 ~ Z Robert Valker Drive 19 25 to 26 32,
Terrace Lane frorl 6+00 to 7+68,21 ~ E-+ ~ Park
~ ~ ~ ~ ~ U
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~ 14' travel lane 0 ~ ~ onw, ~ vw,. cal ~ A
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N -ice t for alle ~ C) 2' vnltey curb, YP Y ~ ~
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Street NaMe~ Alexandria Drlive Brookhollow Court ~
J 6' planting 6' planting Callowhill Drive ~
.J 9' travel lanes 9' travel lanes strip strip Habersharl Drive
7' parallel ~~----i-~ parking space 6' lantln ~~1 •141 Crabapple Court ~
P g f~
2-9' travel lanes strip LS' std curb, typ, Reversed LS' std curb
CRdWN . 1/x•:1' Ste) e~ m R\w VARIES
5' sidewalk ~ ~ o VARIES 2.5" THIq(- m `o 0
LS' std arb, tYP~ 53' R/W _ 22' 0" 6' ASPHALT o o s
6' planting strip 5' sidewalk 6' - 11'-0" 11'-0' &KE PATH 5' _ o. ~ N 5
5' sidewalk ' ~4, W a/4• m ~_,n•~,, , . ,~4•;r prr) +-vr~rr. DEVELOPER OWNER
49` R/W J, rovident Development J, ~ ~
Street Nar~e~ Brenthaven Drive front STA, z' eorrae_ _ Group, Inc, y~pTM 6707 Fairview Road
2+05 to 3+15 Suite B
Bradford Park Drive fror~ STA, 18+40 to 19+40 Charlotte, NC 28210
704-367-0167
Designed By
Street NaMe~Park Terrace Lane front STA, 0+00 to 6+00 i EDPA
r i Drawn 8y
JDL/DPW/WJW/EMH
Street Nar1e~ Robert Walker Drive 0+00 to 14+00 Date
08/16/05
Revisions
8/25/05:County Comments
a M 0
0 N
N O O N
O M W
W b
ry B
b Sheet 48 Of 55
U Project Number 04062
0 C
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J.

CONCRETE DIMENSIONS
TIONSEQUENCE: 7. Complete final grading of road edges, slopes and install NO CONSTRUC PIPE
T D SOIL ACCUMULATED FROM THE INSTALLATION OF THE sidewalks as shown on the plans. 1. ALL EXCAVA E WALL OUT IN MIN. THK. DIA DIA. H A B C E F G W K M
CULVERT MUST BE STOCKPILED IN THE CLEARING LIMITS AND PROTECTED 1. Obtain grading/erosion control plan approval from MecKlenbur count en ineerin de artment and approval from 8• As areas are brought to finished grade permanently vegetate, BY MEANS OF SILT FENCE OR HAULED OFF SITE IN ACCORDANCE TO THE 9 Y 9 g p landsca e and mulch. GENERAL NOTES: ~ OTES: 2 1 4 19 1 2 15" 271/2 20" 24" 8" 7 1 2 4" 4" 8" 17 10"
R INANCE. the town of Davidson. p TOWN OF DAVIDSON 0 0 2 1 2 23" 18" 31" 20" 24" 8" 9" 4" 4' 8' 17 12' ~
2. SEE DETAIL SHEET FOR CONSTRUCTION SEQUENCE. 2. Re uest an on-site reconstruction conference with MCED 9. All erosion and sediment control measures will be inspected 3" 30" 24" 38" 20" 30" 8" 12" 4" 4" 8" 21 15" ~ + " 3 1/2 37" 30" 45" 20" 44" 12 15" 6° 8" 8" 31 18" 0
IAL SHALL BE ULTRA FLOW CORRUGATED METAL PIPE q p week) and after rainfall events. needed repairs will be made 1. ALL CORNERS TO BE CHAMF 3..CULVERT MATER inspector at 980-721- 9058 and land development inspector Y TO BE CHAMFERED 1 IF CONCRETE. a" aa" 3s" s2" 3z" a4" 12 1s" s" a" a" 31 zz" ~
12 GAUGE ALUMINIZED) OR REINFORCED CONCRETE PIPE. Tommy Keziah at 704-634-6753 and Zoning Inspector Brian immediately. ( 2. THE CONTRACTOR WILL BE R » 4 1 2 51" 42" 59" 32" 48" 12 21" 6 8" 8" 34 26" ~ c ~ )R WILL BE REQUIRED TO PLACE 2-#6 BARS "Y IN THE TOP 5• 48 ss 3z 4a 24 6• s s 3a zs L ~ m c
4. BEFORE GRADING FOR CULVERT CROSSINGS, ALL CULVERT MATERIAL 5ifford at [phone] and Erosion control inspector Corey ATION WITH EROSION CONTROL NC OT ins ector Dou Sossamon 10. All culverts to have all material present on the site before „ " 5 1 2 65" 54" 73" 32" 54' 12 27" 6 8" 8" 38 33" ~ m
SHOULD BE ON SITE AND COORDIN Priddy at [phone] and D p g OF ALL ENDWALL FOR PIPE starting installation. erosion control inspector to be involved in INSPECTOR REQUIRED. at [phone]. Install stone construction entrance and the rocess of each stream crossing. COVER AND A LENGTH OF 6 _L FOR PIPE CULVERTS 42 AND OVER WITH A MINIMUM 3 s" 72" so" eo 3s ss 12 3a 8 12 1z 4s 3s" F m c c ~ 6 i 2" 79 66" 87 36 72 12 33 8" 12 12 51 40 a a Q1 0
IN WALLS WILL BE SEGMENTAL RETAINING TO BE DESIGNED BY erosion devices necessa for phase of grading, per inspector. p S. THE W G ry LENGTH OF 6 LESS THAN ENDWALL. 7" as" 72• 9a" 3s" 7a 12 3s• s" 12 12 5s 43° ~ m a N t0
OTHERS. A PROFESSIONAL ENGINEER SEALED SET OF CONSTRUCTION inform MCED inspector of completion of device installation and 11. After the site is stabilized, remove all temporary measures FRONT VIEW ~ - ~ ~ FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O c c c BE USED
MECKLENBURG COUNTY ENGINEERING re uest an inspection for compliance with standards. Receive ent ve etation on the disturbed areas. 3, FORMS ARE TO BE USED FC DRAWINGS WILL BE PRESENTED TO 9 and install perman g _v o a REINFORCING
AND A LETTER SIGNED BY THE PROFESSIONAL ENGINEER CERTIFYING THAT grading permit from MCED inspector. Contractor shall inform .S (T) SHOWN IS NOT TO BE INTERPRETED TO "c" BAR ro° BAR
AS DESIGNED. inspector of each phase of construction, 4. WALL THICKNESS (T) SHOWN THE WALL WAS PUT IN DIA. N0. LGT. N0. LGT. E E
in clearin and rubbin after ermit issuance. MEAN THE THICKNESS ACCEI 3. Beg g 9 9 P ;KNESS ACCEPTABLE, BUT IS USED ONLY 15" a 2'-0" 4 1'-it" G c a
4. Install an other measures as shown on plans, clearing only IN COMPUTING ENDWALL QI 18" 4 2'-3" 4 2'-2" G N ENDWALL QUANTITIES. 24" 4 2'-9" 4 2'-8" ~ c
Y as necessary to install these devices. 30" 4 3'-3" 4 3'-1' ~
5. IF CONTRACTOR ELECTS TO 36" 4 3'-9" 4 3'-8" ~ ~ % t ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, " a'-2• ~ ~ m m 42" 4 4'-3 4
5. Contractor shall call the land development inspector, Tommy Keziah of 704-634-6753, before the construction or installation AND POURS BASE SEPARATE SSE SEPARATELY, THE TOP OF BASE SHALL BE LEFT ROUGH. as" a a'-s" a a'-a" w M o
of storm drainage, proof rolling for roads, or base stone for 54' 4 5'-3" 4 5'-2" ~ ~ a = 00omv
the roads. 5. ALL CONCRETE TO BE 3600 P SSIVE STRENGTH. 60" a 5'-9" 4 5'-a" o ~ o~ TO BE 3600 P.S I COM RE ss" a s'-3" 4 s'-z" ~ c o
72" 4 6'-9" 4 8'-8" ~ N ~
6. Install storm drainage with inlet protection at each structure. install storm drainage pipe as needed to divert all flow to the ~ 3 ~ ~ 0 ~m00~
sediment trap. when the site is stabilized and the sediment oo~n~m
trap can be removed the remaining storm drainage pipe can be . . - TOP VIEW N u w m i
installed. ~
a 4 BAR 12" O.C. ro° BARS AT 12" ON CENTER + "C" BARS AT 12" ON CENTER `~~~untn~~~f
--I w I-- I VI W CA$''''~,
FOR RIP RAP SPLASH PAD O~.•~fESS10H•, r
REFER TO STD. 20.13 ~ ~ ~ •QP
SEAL CONCRETE ENDCAP = ' 028396
,N' 'a`r.
WITH SPLASH PAD ~••'.F Ea.~ 20.17A •NCiNE,..
D
' mug
Ls oS SE
NOTES: T I IS A IN DESIGN-
1. WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF LEASED R ONSTRUCTIO
DISTURBANCE. WHENEVER POSSIBLE, WORK SHALL BE COMPLETED WITHIN A WEEK. NL SS INITIALLE DATED AS APPROVED BY ENGINEER.
73 26.70' 27.80' 2. THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS AND NOT BEGIN /
WORK IN THE CREEK UNLESS AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED. INITIAL DATE
3. THE DISTURBED CREEK BED AND BANKS ARE TO BE STABILIZED BEFORE THE WEEKEND OR WHENEVER CONSTRUCTION CEASES FOR ONE OR MORE DAYS.
PLANTS 1 5~ IKE LANE 4. FOR LARGER CREEKS, CONSTRUCTION SHOULD OCCUR ON ONE SIDE
1.5' OF THE CREEK AT A TIME. THE FIRST SIDE SHOULD BE STABILIZED
72 TIMBERWOOD Segmental Retaining Wall SIDEWALK 4' , BEFORE BEGINNING CONSTRUCTION ON THE OPPOSITE SIDE.
5 4 10 10 6 5 GUARDRAIL (Designed by Others) 5. A TEMPORARY PIPE OR PUMP MAY BE INSTALLED TO CONTROL
CRE ~DORMIC,/EOItlSJN~+^~~~,r"-~~"
Co Crete Endcap 3• ~
S~~P S~ 3 CONSTRUCT ONE ROCK CHECK DAMS (SID. 30.10) ~ ~ DOWN STREAM FROM THE CONSTRUCTION ZONE AS SHOWN ON PLAN NORTH ARROW
71
de r--FLOW xistm Gra 0 20 40 80
CONSTRUCTION ZONE Graphic Scale 1" = 40 ft.
67LF OF OF 60" RCP . Pro osed Grade
TOP BANK
70 `~DtREC.IIQN_. DF-~ ~ ~ / _
_ INV of Pipe=700.3
V of Pi a=698.1 I N p U
CONTRACTOR SHALL INSTAL COFFER DAM UPSTR TEMPORARY SEDIMENT BASIN DAM UPSTREAM OF CULVE T. Z
DURING CONSTRUCTION OF THE CULVERT ONE FOOT JUST UPSTREAM OF PSTREAM OF COFFER DAM, UM TOP BANK
69 ACCORDANCE TO CORP OF
BUILD BASIN INSIDE THE RIP AP DISTURBED AREA._ 3ED AREA. ~ M INSTALL DIKE OR COFFERDAM IMMEDIATELY
APROM LIMITS. ENGINEERS STANDARDS. ~ ~ c° r'? ' UPSTREAM OF THE CONSTRUCTION ZONE r'°'1 Q N
ro rn ~ ~ r r IF CREEK HAS BASE FLOW ~ M--I
1+00 + 2+00 ~
0+00 0+50 0 0
W
TI IV I HIN UC NS R K K AN
/FOR USE WITH ROAD CROSSINGS, STD. N . R ~ ~ 1
SCALE: 1"=10' (H) UTILITY CROSSINGS & CULVERT CONSTRUCTION) 30.18 b
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73 26.70' 27.80'- a~ ~
.r.,
PA
PLANTS 1 5' IKE LANE
1.5' m
72 TIMBERWOOD Segmental Retaining Wall o
SIDEWALK 4' 10' 4' 6' ' 5 10 5 GUARDRAIL (Designed by Others) U ~
C V m L 0 t o. ~
Co Crete Endcap 3•~
SHOP S~0 3.•~ A DEVELOPER OWNER
71 „ rovident Development
30 x27 x9 Rip R p Apron FLOW Group, Inc,
NCDOT Std. Clas A xistin Grade 6707 Fairv(ew Road
67LF OF OF 60" RCP Suite B CharloNe, NC 28210
Pro osed Grade 704-367-0167
70
INV of Pipe=700.3 Designed By
INV of Pipe=698.1 EDPA Drawn By
JDL/DPW/WJW/EMH
Mirafi filter fabric Date
08/16/05
69 Revisions
~ ~ M 8/25/05; County Comments
r
m ~ ~ r 2+00
_ 1+00 1+50
0+00 U+t)U
Culvert #1 FINAL CROSS SECTION THRU CULVERT #1
SCALE: 1"=10' (H
F ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
gSCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 49 Of 55
710N% THE CONTRAC MUST NOTIFY THE ENGINEER IMMEDIATELY, JAND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES Project Number 04062
IOR ER UNSATISFACTORY COND17IONS E RESOLVED.

CONCRETE DIMENSIONS
7. Complete final grading of road edges, slopes and install CONSTRUCTION SEQUENCE: PIPE
NOT sidewalks as shown on the plans. 1. ALL EXCAVATED SOIL ACCUMULATED FROM THE INSTALLATION OF THE WALL OUf IN MIN. THK. DIA. DIA H A B C E F G W K M
IMITS AND PROTECTED 1. Obtain grading/erosion control plan approval from areas are brou ht to finished grade permanently vegetate, CULVERT MUST BE STOCKPILED IN THE CLEARING L count en ineerin de artment and approval from 8. As 9 GENERAL NOTES: ES ~ 2 1 4 19 1 1 15" 271/2 20" 24" 8" 7 1 2" 4" 4" 8' 17 10" m L
OR HAULED OFF SITE IN ACCORDANCE TO THE MecKlenburg y g 9 P landscape and mulch. BY MEANS OF SILT FENCE the town of Davidson. 2 1 2 23' 18" 31" 20" 24" 8" 9" 4" 4" 8" 17 12" ~ •7 3" 30" 24" 38" 20" 30" B" 12" 4" 4" 8" 21 15" ~
TOWN OF DAVIDSON ORDINANCE. 9. All erosion and sediment control measures will be inspected " 3 1/2 37" 30" 45" 20" 44° 12 15' 6" B" 8" 31 18" m
2. SEE DETAIL SHEET FOR CONSTRUCTION SEQUENCE. 2. Re uest an on-site preconstruction conference with MCED q weekl and after rainfall events. needed repairs will be made 1. ALL CORNERS TO BE CHAMFERE[ HAMPERED 1 IF CONCRETE, ~ IE C 4" 44" 36" 52" 32" 44" 12 18" 6" 8" 8" 31 22" t p1 4 1 2 51" 42" 59" 32" 48" 12 21" 8 8" 8" 34 26' C ~ " i ~ C
3. CULVERT MATERIAL SHALL BE ULTRA FLOW CORRUGATED METAL PIPE ins ector at 980-721- 9058 and land development inspector Y P 704-634-6753 and Zoning Inspector Brian immediately. TILL BE REQUIRED TO PLACE 2-#6 BARS 'Y IN THE TOP 5• 5s ae ss 32 a8 2a s• e a 3a 29 p ~
D OR REINFORCED CONCRETE PIPE. Tommy Keziah at 2. THE CONTRACTOR WILL BE REQU (12 GAUGE ALUMINIZE ) ULVERT CROSSINGS, ALL CULVERT MATERIAL Sifford at 980)721-0924 and Erosion control inspector Corey ulverts to have all material resent on the site before ~ 4•. BEFORE GRADING FOR C ( 10. All c P OF ALL ENOWALL FOR PIPE CUL 5 1 2 s5' 54" 73' 32" 54" 12 27" 6 8" 6" 38 33" ~ ~ ~ m ULVERTS 42" AND OVER WITH A MINIMUM 3" s" 7z" so" eo 3s ss 12 3o a 12 12 4s 3s f C a"a1°~ OR PIPE
SITE AND COORDINATION WITH EROSION CONTROL Pridd at [phone] and NCDOT inspector Doug Sossamon startin installation. erosion control inspector to be involved in SHOULD BE ON Y 9 6 1 2" 79 66" 87 36 72 12 33 8" 12 12 51 40 p ~ 7 N
tall stone construction entrance and ach stream crossin COVER AND A LENGTH OF 6" LE INSPECTOR REQUIRED. at [phone]. Ins the process of e 9 " THAN ENDWALL. 7" as" 72" sa" 3s" 7a" 1z 3s" a" 1z 12 5s 43' ~ m " NTH OF 6 LESS FRONT VIE - ~ c c c
GMENTAL RETAINING TO BE DESIGNED BY erosion devices necessary for phase of grading, per inspector. 5. THE WING WALLS WILL BE SE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. ° 'v
T OF CONSTRUCTION inform MCED inspector of completion of device installation and 11. After the site is stabilized, remove all temporary measures 3 FORMS ARE TO BE USED FOR TI OTHERS. A PROFESSIONAL ENGINEER SEALED SE ce with standards. Receive NTY ENGINEERING re uest an inspection for compl~an and install permanent vegetation on the disturbed areas. REINFORCING
DRAWINGS WILL BE PRESENTED TO MECKLENBURG COU q CED ins ector. Contractor shall inform ROFESSIONAL ENGINEER CERTIFYING THAT grading permit from M p 4. WALL THICKNESS (T) SHOWN IS f) SHOWN IS NOT TO BE INTERPRETED TO •c' eAR b' BAR
AND A LETTER SIGNED BY THE P ins ector of each phase of construction. THE WALL WAS PUT IN AS DESIGNED. P DIA. N0. LGT. N0. LGT. G E E C 0
issuance. MEAN THE THICKNESS ACCEPTAB rin and rubbin after permit \~~r../~\..~\,,,,,.,~`~.,_,f 3. Be in clew g g 9 :SS ACCEPTABLE, BUT IS USED ONLY 15" 4 z'-o" 4 1'-11" ~ 18" 4 2'-3" 4 2'-2" G N
\...s~ 9 IN COMPUTING ENDWALL QUANI (WALL QUANTITIES. z4" a 2'-s" 4 z'-a"
shown on laps, clearin only 4. Install any other measures as p 9 30" 4 3'-3" 4 3'-2" I ~ %
as necessary to install these devices. 5. IF CONTRACTOR ELECTS TO USE T AT BOTTOM OF PIPE, 3s' a 3'-s" 4 3;-e• CTION JOIN TO USE CONSTRU ~ ~ ~ ECTS 42" 4 4'-3" 4 4'-2"
5. Contractor shall call the land development inspector, Tommy AND POURS BASE SEPARATELY, E LEFT ROUGH. ae" a a'-s" a 4'-a" L HALL B " ° a SEPARATELY, THE TOP OF BASE S C N N n O
Keziah at 704-634-6753, before the construction or installation 54" 4 5'-3" 4 5'-2" _ 60' 4 5'-9" 4 5'-8" ~ c op u?
of storm drainage, proof rolling for roads, or base stone for 5. ALL CONCRETE TO BE 3600 P.~ BE 3600 P.S.I COMPRESSIVE STRENGTH. ss• a s'-3" 4 s'-z" B ~ N C
the roads. ~ ~ u0 a1 p 72" 4 6'-9" 4 6'-8" _ ~ ~ 78" 4 7'-3" 4 7'-2" a
stall storm draina e with inlet protection at each structure. 6. In 9 ~m00~ 84" 4 7'-9" 4 7'-8' 00 i n n
install storm drainage pipe os needed to divert all flow to the TOP VIEW c°1 °v w o %y}~
sediment tra when the site is stabilized and the sediment P tra can be removed the remaining storm drainage pipe can be Z ~ 'a S
P installed. a 4 BAR 12" O.C. b" BARS AT 12" ON CENTER ttuun~n
~ "C' BARS AT 12' ON CENTER \~tttt CA i~~~
--I W I-- SI VI W 4L .•FESs~o'•.lf
FOR RIP RAP SPLASH PAO ~ 0 N •Q~ REFER TO STD. 20.23 _
SEAL
= 028396 CONCRETE ENDCAP t
i~,•. .hwy. '•..FN EP.~ q~:
WITH SPLASH PAD ..GiNE.. , 20.17A ~
~1~tt
ZJ~
SE
NOTES; THI N IS A F DESIGN-
1. WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF NOT RELEASED FOR CONSTRUCTIO
DISTURBANCE. WHENEVER POSSIBLE, WORK SHALL BE COMPLETED WITHIN A WEEK. UNLESS INITIALLED/DATED
THE LOCAL WEATHER FORECASTS AND NOT BEGIN AS APPROVED BY ENGINEER. 2. THE CONTRACTOR IS TO OBSERVE
WORK IN THE CREEK UNLESS AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED. INITIAL DATE
71 3. THE DISTURBED CREEK BED AND BANKS ARE TO BE STABILIZED BEFORE THE
R/W R W WEEKEND OR WHENEVER CONSTRUCTION CEASES FOR ONE OR MORE DAYS.
4. FOR LARGER CREEKS, CONSTRUCTION SHOULD OCCUR ON ONE SIDE OF THE CREEK AT A TIME. THE FIRST SIDE SHOULD BE STABILIZED
BEFORE BEGINNING CONSTRUCTION ON THE OPPOSITE SIDE.
PL LATER ARY PIPE OR PUMP MAY BE INSTALLED TO CONTROL
Se mental Retainin Wall 70 IDEWA K g g 5. A TEMPOR CREF~(~1lV~BORI~I~~T~Na'/""~
NORMAL ROADWAY FILL (Designed by Others)
MATERIAL COMPACTED 1.5' 1.5 CONSTRUCT ONE ROCK CHECK DAMS (STD. 30.10) ~
0 ' 17' 12' DOWN STREAM FROM THE CONSTRUCTION ZONE AS SHOWN ON PLAN NORTH ARROW
5 6 p 20 40 a0
69 SLp
3'. ~ I- 5' -I CONSTRUCTION ZONE Graphic Scale 1" = 40 ft.
TOP BANK
F OF OF 84" RCP Existin Grad Concrete Endcap 70L
FLOW DfR€OTLQ.~L.OF~FtOW- - ~ f ~ -
68 - U
INV of Pipe=679.8 z
~ INV of Pip =677 CONTRACTOR SHALL INSTALL TOP BANK ACE A 3 HIGH
CONTRACTOR SHALL PLACE A 3' HI( MPORARY SE IMENT ASIN THE CULVERT ONE FOOT COFFER DAM UPSTREAM OF CULVER 1 OF CULVERT. ~
DURING CONST UCTION OF BELOW GRADE AND IN , TEMPORARY ROCK CULVERT CON A DIATELY INSTALL DIKE OR COFFERDAM IMME
THE STORM WATER AROUND THE )UND THE a UPSTREAM OF THE CONSTRUCTION ZONE ~
67 BUILD BASIN IN IDE TH RIP RAP ENGINEERS STANDARDS. DISTURBED AREA. IF CREEK HAS BASE FLOW ~ F---1
APROM LIMITS. rn
r co co ~J 0
r co ~ UU 1 +84
c° 1 +50 +00 0+50 1+00 0 w
NK A K IN H ~ IT TI
o ~ ~ (FOR USE WITH ROAD CROSSINGS, STD. N0. ~
TION .18 b UTILITY CROSSINGS & CULVERT CONSTRUC ) 30 q 4~
SCALE: 1"=10' (H) H) ~
v) ~ ~ C A~
b~
W
0
Ix ~
a~ ~
.r.,
~G
71 m
R/W R W
a m .o m
U ~ o J N
PL LATER a
70 IDEWA K Segmental Retaining Wall , (Designed by Others) DEVELOPER OWNER
1.5 1.5 rovident Development
Group, Inc,
33'X35'X9" Rip Rap Apron 6 17' 12' 6707 Fairview Road
NCDOT Std. Class A Suite B Charlotte, NC 28210
69 SLOP 704-367-0167
3'• ~
Designed By
OF OF 84" RCP Existin Grad Concrete Endcap 70LF EDPA
FLOW Drawn By
68 INV of Pipe=679.8 JDL/DPW/WJW/EMH
Date
INV of Pip =677 08 16 05
Revisions
Mirafi filter fabric 8L25/05; County Comments
67
~n _
rn
r ~
0+50 1+00 1+50 1+84
~ 0+00
"s C
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
Culvert #3 FINAL CROSS SECTION THRU CULVERT #3 4 - ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD Sheet 50 Of 55 H CONDITIONS, THE SONTRACTO MUST NOTIFY THE ENGINEER IMMEDIATELY,
a SCALE. 1n-10 (H) 1"=10' (V) AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS DISCREPANCIES, Project Number 04062
U R OTHER UNSATISFACTORY CONDITIONS RE RESOLVED,
Z' 'a m
b g
9 5

- _ - -
Extend wall to
Alemite 1610-BL » 8X8 X18
buildin . See 9 h draulic rease Y 9 usset late 1 X6 s care ed ed P q 9
» - Smooth lastic red architectural - P 4 re cast 8 ,tic red fittin to be 9 m . INSIDE ONLY cedar boar L
P . sleeve see s ecs. - tans for ca P ds with 1 4 ecs. accessible for 7 O.D. tube } P All corners
P P a . Screw to frame maintenance g. P m hin e 6 ion
connection ° . 9 9 1 weld @ 3 O.C. Latch detail. wl th alvanized or s 9
6" Steel Pi e filled P e filled all around See detail 3 stainless steel screws ° am~.~
w concrete. ~ ri C ~ G)
I )I )I ° 5 s at 32 4 Red Back I a: 1 X 6 X 1 2 Qa,aZ ~ ~ av,
Trash Trash to hin e & ate N 9 9 8'-11 1 2" " 1 8'-11 1 2" ~ . ~ ~
on center Veneer to Masonr wall Y c c c
dum stet dum stet vertical) . a To of enclosure Y match Buildin P - - 9 7-1 4" O.D. °
6 CY 6 CY Grout cells Sealant o . See detail a paving „ hin e 6" I . 9 9 3 X 7-1 4 Gate frame 2 X 2 X 1 8
solid a 20 C 1.A. I
O.D. tube. steel tube a
a< ate frame " Weld collar 9 , , m L
a . a to ost. welded Dints P » ~ a
I ~ I I-I I a. III-I I-I 11- I I-1 I I-1 I. -1 I I=1 I 6 I.D. i e m m PP m~
~l I I=1 I I ~ Q< III=1 I ate ost ' ` a 9 P °
Concrete slab -II1=11 ° : a . -III-= C N N n d ~ o uo'~A
Gates I -III ~ ~ I11= NOTE. ~ ~ o rp N ~
=1I ~ =1 re u~red ~ I ~a . 4 >I q ~ ~i\ N PAINT ALL GATE FRAMES ~ ; ~ ~ 6 nom. I.D. a
_ I 6 steel ~ e set ~r ~ Elevation refer P P See detail 20 C1.A. 'I , ~ - N i e set in ~ ~ a PP AND PIPES RED. moos ate ost filled ~ ~ ^ n m
18 hole filled with to site Ian a . a P oe filled with 9, P o a
concrete .a . with concrete " ° ~ 7 -1 4
NOTE: , . , a d rounded to . P 6 MIN. O.D. tube
FOOTING TO " 3 ranular base See bollard detail -I collar r base g caR
9 MATCH BUILDING field ,.~~4`~ ~~ss ~ .°L
at bottom of hole SEE STRUCTURAL DWGS. TYP. FTG. ~ " of hole Cane bolt ; o:.~oFE IDti9..r,~;; welded ~ Q ~ ~~.9
1 -6 See detail to ate = SEAL .
ND SCALE SEC-C17M Nn SCALE MDUMPSEC NO SCALE SEC-( 9 - - - 028396 SEC-C07 NO SCALE ost SEC-C18
~ E
1`,0~` rrrr , U
3M Stannrk Series ~ G r ~ 1. RAID AND YRA SLOPES SHALL NOT ~ SLEEPER TI1W 1Z1. rEx n?w rz,. 4 2 SEAL
L420or equlvalent Vhlte 6 4 x artiER FLDIE LNE AND PLAN PROFEE SIMEL BE MANTAIFD iHRDLGH ~ 2Q' ~ THE RAIM AREA eE ,wxur,EG r,4wua, T IS PLAN IS A FINAL DESIGN-
TOP OF RAFFLE $HODU) METAL'POST Instaltntlon Guldellnesi 3. TILE SURFACE OF THE RAM SHALL 8E RUSH MRI IIiE iiDNLINE aF n { "'E aaw<wE OF 7HE N T RELEASED FOR CONSTRUCTIO
BE 6' HIGHER THAT THE -Air tenpernture 60•F (15•C> P LY CINB ~ and risln 4. INE RAM OPERA (W Tiff FULLY DEPRESSEDq~ ) SIWL BE LOGTI BOTTOM DF THE EMERGENCY g ® MIHN THE PARALLEL BDIRAAaes of tNE CROSSNKk YVB(eAS. THE m ~vu ~ i~,,~ Gr~'S UN SS INITIALLED/DATED AD YvecHGS. iNE eklS~., AS PPROYED BY ENGINEER.
SPILLWAY 4FT MA>UMUM BEPWEEN POST -Pnvenent temp. 70'F (21'C) FOR PROPOSED RIAP GENTERLNE sIIUL BE LDCATED At nE CDroIER RADAIS CENTERUI and rising ACCESSIBLE DAMP UNLESS OIHERRDi OeffCTED Bf THE ENgEER. OLNDOIRI CURB RAMP. GYAOIMI CURD RMIPSE 4' NIN rn9
SHALL HAVE A SE6IENF OP STRN(AR ClHB AT LEAST 24 IICIES LONG - 'HOG WIRE' TO BE A -L7vernlght tenp, not below LAV~RKTNEDGS~ EACH SE1E OF THE WPA SLOPE AND MAIN TIE CAOSSRAI 40'F (4'C) ~ AT LEAST 24 IICIIES IGNG Gr0 / A,D wrt,a, 71E atossrxx Una INITIAL DATE
MINIMUM OF B"x 6' BAFFLE MATERW TO CONSIST -No rainfall should occur 5.1HE MNG ANG RAMP SIFFACES SHALL BE 360D PSI CONCRELE MDI A $IOEWAU( fe95N N ACCORD MRI L1RtllEl1! EDITION N000T STANCH 50UARE MESH OF A COMBINATION OF JUTE/ ~ ~ oo,«~ ~ A e. sNnr Pro osed 10' Bike Path EM EDIIIGN ,~coGr srAxauro wAtx wwc
COCONUT FIBER MATERIAL within 24 hour prbr to SPECIFID11AN5 FOR RDIOB SiRUCTIAES. nppllcntbn, 6. DRANAGE SnBICNRfS. MAST ARMS, LAIR POIEC AND ORffR OBSIRUCt ~a AND °A"'~"" aesm,>cnors TYPI _ LOCATION OF ACCESSIBLE Center
SFWL NOT BE PLACED N lNE YAIH RAIDS. LOCAAN OP THE RAID BOTTOM OF BAFFLE TAKE PRECEDENCE CA4R LOGRION aF CEbtRIC11DNS E%CEPT MERE fy uca°o~ "E>x~Err~wxErt~E oia~~a RAMPS AND PEDESTRIAN CROSSWALKS Line of ~ ~ Creek
0~ PLACED M A B' DEEP d sl ~ a&SrRUCnaNS ARE eEIIA unutEO N THE NETS CpsrRUGDON, TRENCH AND THEN THE the use of 3N Stannrk 7. Ai ALL LGCATIDLB, NDT LESS tISAN 2 FPEF W NLL IEI611T CURB SHN x; ruu ,Dart ~ s,vu eE
1RENCH IS FIlLEO WITH ~ Contact Cenent E-44T or PLACED ~ SOIL AND COMPACTED equlvalent Is requhed on oil ~ 2, ~urrwc s~ 2% Slope ~d
surfaces, AUow floe for prlAer ~ to dry before applyFg synbal' 4' thick , nxrr,NC s„av 0~ r r . .a ~ fk/S,~'n (~f
FV? r ~ !a HG,E 9 GrOU ~~y~\~ nd E
/ ~ ~ / T9DR1nG .S \ / Synbd narkings oust be tnnped 9~ 2' Machine-Laid as haltic a~wu,c concre a sur ace NORTH ARROW
\ ~ three tines back and forth 4' A re ate base
\ \ ~ <slx passes) over each port of the fLOw ~ \ tape with n tapper cart carryMg ~ ,aiE r r r ~r
~ NOIE$ 200 Ua (90kg) oP webFlt) / \ ~ Start h the center and Rork your any ,~4~,~ ~ Cor, acted Soll r r r
` \ ~ u 4 ~ ~ t.} ORINE $1EB. FENCE POST AT IEASr 1B' to the edges of the narkhg to rerove ony trapped alp 4 thick e' aANn~~v D, wAUc
/ ~ INTO THE GROIRD / ~ 2.} WOOD P05f ARf NOr ACCEPTABLE oasnNG -E,GSiM,G GDSmucnoi FOR TYPICAL LOCATION OF ACCESSIBLE
/ 3.} USE STAPLES 1R APART TO pTACH FABRIC PLACEMEM fOR OBSTRUCTED CORNER RADIUS C ~aRNER RADIUS OR RAMPS AND PEDESTRIAN CROSSWALKS
TO 'liOG TARE' CORNER RADIUS LESS iliAN TEN FEET \ ~ 4.} BAFFLE SPACED AS PER PIAJ (BAFFLES 1 TEN FEET 9N STATE SYSTEM STREETS SEE NCaOi SD~Na1AD ORAWYrGS
i0 BE SPACED AT A MBNIMUM OF LOFT ~ APART
/ ~ 5.} DNERSION SHALES SHALL ENiER TILE BASIN VT OF ACCESSIBLE NG.1o.35 z
\ SO TNAi tilE FEOLi 15 DIRECTED THROUGH STAN DAR D PLACEMENT O F ACC f ~ BIKE LANE DETAIL M1S \ Ar cur PN01°'c'"~ °F RAMP AND GENERAL NOTES . NOTES
BAFFLE DETAIL
.r.,
o,_ " a~
~ o'-o" ~ ~
. 00 , .
U U
~ ~
P N T ~ ~ LA FOR TANGENT SEC 0 ~ l
~ ~
~
. A W
U N
'b tt$
3'- - ~ 6 3' 6"
FLAN FOR RESIDENTIAL CUL-DE-SAC N
NOTE:TRANSITION FROM VALLEY GUTTER TO 2'-6" ~ c~ SECTION TO BE MADE PER STD. 10.19. ~
6" R.
6 10.29 m CATCH BASIN FRAME IN VALLEY GUTTER
~ f I I'I ll ~ a U ~
i m 0 m 1 3/8" ~ r
' ~ ' II ~ , o Landsco in materials toss sod ~,I i 5 ~-0 P9 .g , a ~ ~
I ~ mulch etc^ shall be flush to 1" below CV ' 2a' VALLEY CURB OR DEVELOPER/OWNER
to of curb. a p p ALL CONSTRUCTION IN ACCORDANCE 18• CURB do GUTTER N ~A"~ rovident Develoilment
Sloe 1 2 z ~ 2" P / 1 -6 MIN. 2 l /2" NITH NC D.O.T. STD. SPEC. P
per foot WHITE o s• MIN. ~ FOR ROAD AND BRIDGE CONSTRUCTION "EAR GouRSE Grou ,Inc. 12 x12'x4'THK. P IIIIIIIIIIIIIIII 6707 Fairview Road
BINDER COURSE 4' CLEAN-OUT ' 3 4" CONC. COLLAR Suite e
STRIPE - I ~/~"R z°R T- 23° ,~2°R / - TACK COAT W/ #4 BAR Charlotte, NC 28210 III-ill
T r- op of Flowline oVln Greenstreak Pavin Ca Seal - - 7oa-367-ots7 9 P A
00 ar P 9 Profile 610 - See s ecifications a' LAYER a P Desi ned B
NO SCALE for additional informati n. TOP~L III ' a oo B \ \ / / 9 Y 0 SCALE ° III a Q : owe G °~°o \i,\//~~// ~ ' ~ EDPA
Q~ ~ U ~ ' ! ~ a 2 III °`~00 ~ ~ Drawn B Z TYPICAL EXPAN I N INTO ' ~ ~ " y
a TYPIC 0. e.' ~ S 0 JO III II~II~II~II~II~I~ III ~ „ I„ ;T, ~ 4 45 BEND JDL DPW WJW EMH / / / II--I, t~l'~, II~I~II-~, II~I~II~II,III~II, ,11=111„ IIII~II~II
~o 0 PRIME COAT 4"X4" WYE Data
' ~ Concrete Curb & Gutter COMPACTED SUBGRADE NCDOT 08 1 6 05 MIN. 9576 ASTM D698 GRADED AGGREGATE BASE
9 8 9 w/ 2-#5 Bars (continuous) STANDARD PROCTOR R@VISIC,nS
Sawcut 'Dint -fill 4" PLUG 8/25/05; County Comments
,I I 3 ~ -6 Compacted Granular Subose. See with sel levelin DIMENSION & TYPE elastomeric sea ant PAVEMENT SECTION A B C
~r~_ \ ~ n .
STANDARD DUTY 1" SF 9,5A 2" S 9.5A 8" ABC 4" PVC SEWER LATERAL
W -ter- a paving specs. for thickness W W W L HANDICAPPED
t J m = g Note: See Grading Plan for Direction m
PAVEMENT of water flow and type of curb needed. NOTE: 4,. 4„ NOTE; SEE SPECIFICATIONS FOR
4 4 SYMBOL TYP. of parking t- . t _o. SEC- C01 No scar D SCALE SPACING REQUIREMENTS SEC-C02 NO SCALE NO SCALE
2" 2» SOLID BLUE fi space
1 3 18 CONCRETE CURB & GUTTER TYPIC 3 TYPICAL CONTROL JOINT 4 ASPHALT PAVING SECTION 5 TYPICAL CLEAN-OUT
8
NO SCALE NO SCALE
Sheet 51 Of 55
ANDICAP PARKING DETAIL INTL BARRIER FREE SYMBOL a am Project Number 04062
S a

GENERAL NOTES: 1-3 B" n
12" FRAME, GRATE & HOOD 1 MORTAR JOINTS 1/2" 1/8 THICK OACK OF CURB •~--3'-7" / I ~ 3/4" L STD, 20.02A q,ALL CONCRETE TO BE 36D0 P.S.I C°MPRESSNE STRENGTH. SEEDING SCHEDULE 2'-11 3/4"
N ER. 1 a P r X FIER APPROVAL BY CNY COUNTY ENCI E L TURES MAY BE SUBSTITUTED A / ~ L 3. PRECAST STRUC 2" 4. All CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WNH STEPS B 2 3/4" SEEDBED PREPARATION NOTES
i -2 ON CENTERS. STEPS SHALL BE IN ACCORDANCE WffH STD. 20.12 B SEC I P-P ~ ` Y TON 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. COMPLETE GRADING m L
Y Y USED IN UEU OF HARD COMMON CLAY BRICK. a•~ 5. CONCRETE BRICK MA BE A 6.JUM80 BRICK WILL BE PERMITTED. ro ~ BEFORE PREPARING SEEDBED. ~ 3 N 2. AREAS TO BE SEEDED SHAl1 DE RAPED AND SPREAD VW1H AYNIABLE TOPSOIL 3" DEEP ON SLOPES ~
UTLET 1 7. FOR B'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO I 6 -0" FROM TOP Of Wal, AND 8 WALL FOR THE REMNNING 6 -0 . N N i 2:1 OR FIATRR TOTAL SEEDBED PREPNiED DEPTH SHAH BE 4" TO 6" DEEP. f SOILS NtE COMPACTED m
B. FOR FRAME AND CRATE DEfaL SEE STaJDARD 20.02. --I h--2-1/8" 2-1/a" 9.ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITN THE ~ SECTION N-N DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8". t ~ 3. LOOSE ROCKS, ROOTS AND O1HER OBSTRUCTIONS 5HAt1 BE REMOVED FROM THE SUf~ACE TO ~ •i„ at ~
='t+;;:. -t :;:i~ INSIDE WALL, GROUTED AND BRUSHED SMOOTH. 'a A A TIN - SECTION M-M 10. WEEP HOLE(S) SFW.L BE PLACED IN BACK WALL A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC SECTION B-8 SEC 0 L L A A PREVENT INIL:RFERENCE wIIH EstaeuSHMENr AND MaNTEtlarcE OF vEGETARON, p m c .
X FOOT OF NUMBER 78M STONE COMAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT 6 \ 4. APPLY LIME ACCORDNG TO SOIL LEST RECOMMENDATKNS. 50ES WRH pH HIGHER THAN 6 NEED NOT ~ ~ m \ „ BE LIMED. IF pH IS NOT KNOWN, APPLY LIME ACCORDNG TO SEEDING SPECIFlCA110N5 BELOW. APPLY Q ~ C Z
SECTION X-X it. BRCK SHALL BE BONDED WRH FULL HEADERS EVERY 3 COURSES. P AN 12. SEE STANDARD NUMBERS 10.29 ANO 10.30 FOR PLACEMENT OF CATCH BASIN. M ~ LIMESTONE AND INCORPORATE NTfO TOP 4" TO 6" OF SOIL p ~ D. p 5. APPLY FERTILIZER ACCORDING TO SOIL TE5T RECOMMENDATIONS. IF NO SOIL TEST HAS BEEN U m N
12" B fJ PEI~ORMED, APPLY FERTILIZER ACCORDRIG TO SEEMNG SPECFICATKNtS BELOW. to
K 3 -0"-' K T ~ _ PLAN ~ ~ I 6. ROUGHEN 5EIDBED SURFACE PPoOR TO APPLICATION. GROOVE OR FURROW SLOPES STEEPER THAN Q ~ ~ ~ 3:1. 0 _p 0
= 8. FRAME, GRATE, do HOOD ASSEMBLY < N p m 8"--? I 1. FOR TEMPORARY SEFIMttG OF AREAS WHK:H WRL NOT BE BROUGHT TO FlNAL GRADE FOR MORE TL4W 30 WORKING DAYS, FOLLOW THE TEMPORARY SEEDING SPECIFICATNNIS BELOW.
~ m STEP L sTEP L n N r
~ PERMANENT SEEDING SPECIFICATIONS - S ®
a + ~ L M a' = m J q. O N
_ ~ e• c + FRAME PLAN < B 1-3/a' LOW MAINTENANCE AREAS
ourLEr ~ 1 ~ ~I -~3/4' 3/4" o 0 3/q" STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS ~
m m 11/16" SLOT FOR a 3/4" 1/2" BOLT TYPE-E DATES TYPE RAT ~ - E m c
SECTION A-A L a'' SECTION B-B AUG. 25 -SEPT. 15 TALL FESCUE 100 LB/ACRE ~ p o
SECTION Y-Y FND ELEVATION/SECTION J-J CTI N J-J r ~ SE 0 i " FEB. 15 -MAR. 21 SERICEA LESPEDEZA 30 LB/ACRE = N o a, v KOBE LESPEDEZA 10 L.B/ACRE a o v A
WHERE 30" TO 36" PIPE IS USED CFNERAL NOTES: 3-1/2" 3'-0" 3-1/2 5/8" L: c 00. ~ ~
SIDE ELEVATION,(~FCTION M-M EFFECTNE OCTOBER 1, ,sal, No WHERE 42" TO 54" PIPE IS USED SUBSTITUTIONS WILL BE ALLOWED SECTION K-K ~ 1-1/2' GENTLE SLOPES, AVERAGE SOILS • rn rn ~ ~ z m 1 /2" ~ °D o
.~E FOR TYPE "E", "F" AND "G" GRATES. R 3' RAD. 1/2" ~rop0~ DATES TYPE RATE ~ ` ~ t` o
a 3 7/8. h- 1 I 4-3/4" ~-5-7/8" 5-7/8"~ AUG. 25 -SEPT. 15 TAIL FESCUE BO LB/ACRE N ~ w m
J_ ` 3/4"~+ J J M M ~ a , I /8 1 1-1/2' FEB. 15 -MAR. 21 SERICEA LESPEDEZA 20 LB/ACRE KOBE LESPEDEZA 10 LB/ACRE
B ~ f1/2. 1 1/2--I D
3/q"-' 2' 11-1/2" \\~~~ni ~ u~~~~ SECTION A-A HIGH MAINTENANCE AREAS i
NT SLOPES SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES ~`°~~SYI • ARo''%~
SEE SHEET 20.018 R-•--1 SECTION R-R FoR DEraL of HOOD ELEVATION DATES TYPE RAT : 0: Q~,O Nq~ , rj. _ E ; , 9 ,
PLAN slAS PLAN AUG. 25 -SEPT. 15 BLEND OF TWO TURF-TYPE 200 - 250 LB/ACRE ~ -
•I ~I N STANDARD CATCH BASIN E AND HOOD FOR USE 0 I FRAME GRAT TAN DARD CATCH BASIN TALL FESCUES (90%) AND _ SEAL D HOOD FOR USE ON S _ o2e3s6 FRAME GRATE AN f TWO OR MORE KENTU KY
THRU 54 PIPE 1 RICK CATCH BASIN 15 B R OTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.01A SCALE: NTS CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.02A SCALE: NTS CHA L CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.026 SCALE: NTS BLUEGRASS VARIETIES 10%) :
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS iNE,.
DATES TYPE RATE i '
CONCRETE REINFORCING ~~11 CONCRETE DIMENSIONS AUG. 25 -SEPT. 15 BLEND OF 50% KY-31 TALL 200 - 250 l.6/ACRE
PIPE PIPE "C" BAR 'D' 6AR FESCUE AND 50% MIXTURE D~ N0. LGT. NDTES~ OF TWO OR MORE TURF TYPE AL aS
ANCHORAGE SCHEDULE W~`L °UT THK. DIA DIP WALL OUT IN MIN. N0. LGT. THK. DIA DIA H A B C E F c w K M is" 4 2'-0" 4 1'-1i' 1. THE BELOW HEADWALL DETAIL iS TD BE USED AT THE TALL FESCUES OUTLET STRUCTURE FOR STORM SYSTEMS AS SPECIFIED UN TH IS A AL ESIGN-
FOR DIP ~0' C BURY < 30' 21/4191 2 ,5 2 1/4 19 1 2 15" 27 1/2 2D" 24" a" 7 1/2" 4" 4" 8" 1T tD° 18" 4 2'-3° 4 2'-2" GRADING AND DRAINAGE PLANS.
~ ~ 2 1 2 23" 18 FOR C-900 PVC 3 < BURY < 12 2 t 2 23" 18" 31" 20" 24' 8' 9" 4" 4" 8 t7' 12' 24" 4 2'-9" 4 2'-8' 2, ALL HEADWALLS SPECIFIED ON THE GRADING AND DRAINAGE GRASS-LINED CHANNELS, AVERAGE SOILS N T RE ASED FOR STRUCTIO 3" 30' 24" 38" 20" 30° e" t2° 4" 4" e" 21' 15' 30" 4 3'-3" 4 3'-2" PLAN TD BE USED AS INLET STRUCTURES, SEE DETAIL CMLDSM UNLESS INITIALLED/DATED
Y FOR RCP 10 < BURY < 18 11 1/4° BEND 22 1/2° BEND 45° BEND 90° BEND TEE TEST 3' 30• za FOR DIP < ZO BUR PIPE 3 t/2 37" 30" a5" zo" 44" 12 ts" s" e" a" 31' ta' 3s" a 3'-s" a 3'-e" 20,llA, DATES TYPE RATE AS APPROVED BY ENGINEER.
PRESSOR 31/2 37" 30 FOR RCP 3 < BURY < 10 SIZE 4" 44 3fi 44 3s" 12 18' 6" e" e' 31 22° 4 " 4 4'-3" 4 4'-2" AUG. 25 - OCT. TALL FESCUE 200 LB/ACRE OR 4" 52" 32" 44 2 4 1 2 51 42" 59 32" 48" 12 21" 6 a 8 34 26" 46" 4 4'-9" 4 4'-8" 4 - 5 LB/1000 SF INITIAL DATE
H L H L H L H (PSI) 412 51 42 L H L 5 58" 48 5 58" 48' 66 32 48 24 6" 8 8 34 29 54" 4 5'-3" 4 5'-2"
~ ~ ~ 5 1 2 65" 54 5 1 2 65' S4" 73' 32" 54" 12 27" 6 8" 8" 38 33' GRASS-LINED CHANNELS, DRY SOILS 6" 72" 60" 80 36 66 12 30 8 12 12 46 36 60" 4 5'-9" 4 5'-8°
TOPSOIL IN DFF STREET R/V ~ i\ CI~TY~STREEI~S AMIMRDS N STREET R/V I I~ 1'-3' 1'-D' 2'-3' I'-D' 2'-6' 1'-6' 2'-9' 1'-6' 2'-D' 1'-6' 2DD u' ~ i a 661 2 79" 66 CITY STfd:ET STANDARDS [N STREET R/V 6 - - r - - / 6 1/2 79 66" 87 36 72 12 33 8" 12 12 51 40 66" 4 6'-3" 4 6'-2° DATES TYPE RATE
~ 1'-6' 1'-3' 2' 3' 1'-6' 3'-0' 1'-6' 4' 0' 1 6 3' 0' 1' 6' 300 7' ss' 72 SELECT BAq(f 7" 8fi" 72" 94" 36" 78" 12 J6" 8" 12 12 56' 43" 72" 4 6'-9" 4 6'-8" APRIL 15 -JUNE 30 COMMON BERMUDA GRASS 40 - 80 LB//ACRE OR i - 2 LB 1000 SF /
SELECT BACKFILL NO ROCKS) fi' DI DIA • , , r , , , , ~ ~ !B] ROCKS > fi' IN D]M - ND UlGANIC MATERIAL vARIES 1 6 1 6 2 6 1 9 3 0 2 0 3 9 2 0 2 6 2 0 200 AM?IDMENTS SHN1 BE APPLIED AT THE RATE OF 1000 LB/ACRE OF GROUND AGPoCUWPoIL LIMESTONE
NO ORGANIC MATERIAL VARIES PLACEMENT DJ 1B' LIFTS 8" PLACEMENT IN l2' LIFTS WFACTU]N TO 93Y. PROCTOR - - _ R R DIII~IIENSIOMS AND 1000 LB/ACRE OF 10-10-10 FERTNZER DRY SOIL, GRASSEUOF~10-1~0-~10 ERT~IUZER~MUOCH N9TES: 1. SEE ABOYf DETAIL. FOR ST UC1U E LB/ACRE OF GROUND AGRICULTURAL LIWE5TOt~ ANO 500 LB/
COMPACTION TO 95X PROCTOR 2'-0' 1'-6' 3' 0" 2'-0' 3'-9' 2' 3' 4' 6' 2'-6' 3'-6' 2'-3' 300 rygT~; Z SPLASHPAD TO BE SLOPFA SUCH THAT DRAINAGE IS ~ SHALL ~ APPLIED AT 1HE RATE OF 4000 LB/ACRE OF STRAW. STRAW SHALL BE ANCHORED BY TACKING
- - - 2'-6' 1'-9' 4'-0' 2'-3' 4'-3' 3'-0' S'-0' 3'-3' 4'-0' 3'-0' 200 II - I) II-I - i I = SELECT BACKFILL 12 p , . , _ - 11N)IN.E 6" OIA, HOLE WITH AS%IALT. NETINIG OR MULCH ANCHORING TOOL JUTE OR EXCEL90R MAT?NG StNLL BE USED IN DIRECTED TOWARDS GRASS LINED CHANFELS TO CALCUUTED HK~f WATER DEPTH.
SELECT BACKFILL NO ROCKS OR ORGANIC MATERIAL I III - _ - - NO ROCKS OR QiGAWC MATERIAL - - FwND ~ p~ TCTC~Oa _ - 3'-6' 2' 0' S'-3' 2 6 6' 0 3' 3' T-0' 3' 6' 5' 0' 3'-6' 300 NORTH ARROW
HAND PLACEMENT M fi' LIFTS O I- y'rZES I I- II COMPACTWN TD 95Y. PROCTOR vaRRS III= 3'-0' 1'-0' 4'-0' 3'-0' 4'-6' 3'-9' 6'-0' 3'-9' 4'-6' 3'-6' 200 TEMPORARY SEEDING SPECIFICATIONS -
P Drn - 1/3 Pl E DI 14 - - q' 4'-0' 2'-6' S'-3' 3'-6' 6'-0' 4'-3' 6'-6' S'-0' S'-0' S'-0' 300 t g DALES TYPE RATE AMENDMENTS
1• - IA. 67 VASIEI STQE ~ I JAN. 1 -MAY 1 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
3'-0' 2'-9' 4'-6' 3'-6' S'-0' 4'-6' 7'-0' 4'-3' S'-0' 4'-0' 200 TYPE it _ AGRICULTURAL IIME- FEB. 15 MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE STONE AND 750 LB OR LOBE
16 TYPE I 4'-0' 3'-0' 6'-3' 3'-9' 6'-5' S'-3' 8'-0' S'-3' 7'-6' 4'-0' 300 r _ _ _ ~ ~ ~ ~ ACRE OF 10-10-i I FERTILIZER
DALES TYPE RAZE AMENDMENTS
FAR DIP > 30' BURY NOTES ~ ~ GENERAL NOTESI - i. THRUST BLOCK DIMENSIONS BASED DN SOIL BEARING CAPACITY OF 2000 P.Sf. AND A TEST PRESSURE OF X00 PSI. SIZES OF MAY 1 -AUG. 15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND AGRICULTURAL LIME- x
FAR SDR-35 PVC 3 < BURY < 12 SIDE OF TRENCH-MUST THRUST BLOCKS NAY BE REVISED BY THE ENGINEER VHERE BEARING CAPACITY OF SOIL VARIES. A MINIMUM Of 12' FROM OUTSIDE DIAMETER OF PIPE TO 2. PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND PatTION OF PIPE BEING ANCHORED. ACR IEOFNDO~ 10 ~6 yy
BE ALCOVED FOR COMPACTION OF FILL MATERIAL, 3. ALL CQ~ICRETE THRUST BLOCKS SHALL BE 2500 PSI PORTLAND CEMENT CONCRETE, 5' FERTILIZER F-~
tOPSO[L m OFF srREEr R/v 2, BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE 4. JOINTS SHALL REMAIN FREE ff CRVCRETE FOR INSPECTION, REPAIR OR REPLACEMENT ff JOINTS. CITY STREET STANDARDS IN STREET R/M ~ PIPE IS LAID, 5, NO THRUST BLOCKING OF VERTICAL BENDS SHALL BE PERMITTED CONTRACTOR SHALL USE RESTRAIN JOINT CLASS 350 DIP IN , . M: • : DATES TYPE RATE AMENDMENTS M•;
3, UNDER NO CIRCUMSTANCES SWILL VATER BE PERMITTED TO RISE IN UNBACKFILLED LIEU ff THRUST BLOCKING AS INDICATED ON THE PLANS. ~ BEEN PLACED. CDPACTO~ REQUIREMIENT 9' ~ TRENCHES AFTER THE PIPE HAS AUG. 15 -DEC. 3A)RYE (GRAN) 120 L8/ACRE 2000 LB ACRE GROUND TIT 9' • ~ 2 -8 AGRICULTURAL UME- _ STONE AND 1000 LB/
SHALL BE ATTAINED BY THE TAE ff MECMMNICAt TNPS OLr. EACH AMD EVERY UNDISTURBED IMDISTURBED SELECT BACKFILL LAYER OF BACKFILL SHALL PLACED LmSE Alr 1~AKFLY TAMPED /ITO PLACE. EARTH tit i 4" ACRE OF 10-10-10 •r1
NO ROCKS > 6 1N DIA, EARTH CONCRETE 1 ~ NO ORGANIC MATERIAL vARIES 4. ALL PIPE GRADES SWILL BE AS SM~1M DI APP'111NED PLANS OR AS DIRECTE! ' 12' , i-., , • r:., FERTILIZER r'-1 MULCH SINLL BE APPLED AT 1NE RAZE OF 1000 lB/ACRE SRtAM. STTAW SNNL BE ANCHORED
PLACEtffNT IN 12' LIFTS BY ENGINEER. , CGfACT[Q1 TO 95X PROCTOR ER PIPE OR USE DUCTILE IRON PIPE. MAX. 41' ~ ~ h•r~"•' 12' DITCH BANK ~ 5. MAINTAIN A MINIMUM OF 3 FEET ff COVER OV 5 BY TACKNG riITH ASPINLT. METING OR IAllal ANCiiUL11G TOOL ~j
~ ~ I V R EXCAVATHII DELOV GRADE SHOVN SHALL BE BACKFILLED Y/ NO. 67 ~ SELECT BACKFILL 1 _ = 6. ANY 0 E p BNt tz• ac. 'd' BNB AT tr oM c,ExIETt ~ BNB Q 1r dl t~11FR GRADED SLOPES AND FILLS -THE ANGLE FOR GRADED SLOPES AND EELS SI4LL BE NO GREATER 0 0
ERIAL STONE REGARDLESS ~ TYPE OF BEDDING, CONCRETE V NO ROCJCS OR ORGANIC NAT - 11Af01 PLACEIENT IN fi' LIFTS N 11Wi1 llf ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR O1HER ADEOUAIE EROSION ~ U Y 'C" BNB 51'AC~ Ir fiWR ~ ~ CON1ROl DEVICES OR SIRUCTIIRES. IN ANY EVENT, SLOPES LEFT EXP05ED SHALL, WI1HN 15
COlPACT(ON TO 95X PROCTOR 7. WHERE ROCKY SOIL CONDITIONS ARE ENCOUNTERED REQl11R1NG BLASTWG TYPE II[ ~ ' LESS OF PIPE MATERIAL TO INVERT GRADE, - A~ ~ ~ BEDDING SHALL BE USED REGARD ~ NOAI0IG DAPS OF COYPlF110N OF ANY PHASE OF GRADNG BE PIANtED OR OTHERWISE PROVIDED
~ VAR I~ ~.i:• D[A 'VIDE NON-METALLIC BLUE TAPE IDENTIFIED AS 'BURIED WATER LINE' SHALL BE 4 1 ~ WAFT GROIAD COVER, DEVICES OR STRUCI6RES SUFFICIENT TO RESTRAIN EROSION. V 1 ~~11f a~r.11~Y1 G
NO, 67 VASHED STONE 8. 3 DITCH DITCH BANKS q• INSTALLED l2' BELOW FINAL GRADE OVER VATER MAIN, BANKS t.`~;y r~ " D1T~CH BOTTOM is 5' a ~ M--"•I
UNDISTURBED UND[STLRBED • - YNENEVER LAND Db1URB11G ACIIVAY 6 UNDERTAKEN ON A TRACT 5 COIw1PNS11G IpAE TwW ONE ACRE, f MORE THNI ONE CONRGUOUS ACRE IS UNCOVERED A 0
TYPE III ~TM PLAN 45° BENDS EARTH i GROTTO OOYEIt SIIFTICEIIf 10 A61RA~1 EROSION MUST BE F'IANiED OR OTHERWISE PRONDE ~
PLAN VIEW AT TEE ALSO 90°, 22 1/2°, 11 1/2° ELEVATION AT FITTINGS ,-f- WAHN 15 r01lIOT16 GAYS ON 1W1T PORigN OF 1FE TRACT UPON WHN~1 FURTHER ACTNE CONSIRIK,'TION IS NOT BENG UIpERTA1011, PROVIDED iTNT TINS SHNL NOT APPLY TO CLEARED b
LAND FORMAIG lIE BASN OF A RESEItVOAL IiAER TO BE INUNDATED. ' ~ Q
THRUST BLOCK WATER MAIN SEEDING SCHEDULE ~ CONCRETE ENDWALL WITH SPtASHPAD & DISSIPATER ~
BEDDING DETAIL SCALE:NTS A~
SCALE:NTS H DWL SCALE: NTS ~
b
TYPE "E" TYPE "F' ~ Q TYPE 'c" \ 2'-11 3/4" B 2-3/4
NOTES: 2'-0" SQUARE CONC. WATER FLOW SAG WATER FLOW I \
V VE BOXES 1. CLASS OR MEDIAN 51ZE~0T EP~~ LENGTH, WIDTH AND DEPTH OF TYPICAL ALL AL APRON TO BE DESGNED A 1-1/2" ~ A ~ r-4 I
NOTES = _ = a' °e de. = 2. REFER TO THE CHARLOTTE MECKLEMDURG STORM WATER DESIGN MANUAL FOR - _ - Z ~ d' a I RIPRAP APRON DESIGN STANDARDS. 1" \ n
III.- ~ o-a. e.' ~ ~ , 1. TEMPORARY SUPPORT TAPPING - I . ~ I 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE I
III ~ • e. END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SADDLE & VALVE AND APPLY ~ III ~ ° I WATER FLOW SAG f- WATER FLOW _
STANDARD HYDROSTATIC TEST. - - = I SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER - _ OR CULVERT HEIGHT. _ c H TY E- ~ °
=III~II 2. IF NO LEAKS, POUR INDICATED THOROUGHLY TAMP 4. THERE SHALL BR MNG CFHANNELO THE AREA TO BE P VED ORTRIP~RAPPED I= SURFACE of THE ECE ~ SECTION B-B m ~ m TYPE "F" TYPE "E" TYPE "G" I 5/8"
PERMANENT CONC. BLOCK DITCH TO SPECIFICATION AND SUPPORT PAD. SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHalt BE AT THE PLAN ~1-1/2
REQUIREMENTS 8 PVC SDR 35 SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEMNG CHANNEL. THE APRON SWILL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. DETAIL SNOWING TYPES OF GRATES TO BE USED DEVELOPER OWNER
3. MAKE TAP, LINE EXTENSION BRICK AND BACKFILL. 5. THE WIDTH OF THE END OF THE APRON SHALL BE EOUaI i0 THE BOTTOM ACCORDING TO WATER FLOW SECTION A-
WIDTH OF THE RECEMNG CHANNEL. MAXIMUM TAPER TO RECEMNG CHANNEL 5;1 rovident Development
4. COVER GLANDS & BOLTS WITH SEE NOTE 5 HEAVY POLYETHELENE SHEETING TAPPING SLEEVE TEST TAP 6. ALL SUBGRaDE FOR STRUCTURE TO BE COMPACTED TO 95X OR GREATER. 2' 11-3 /4° Group, Inc, 2' 11-3/4" Ra~ED FLOW rview Road
TO KEEP CONC. FROM BONDING. & PLUG TAPPING VALVE 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECENING Z' ~ RAISED FLOW P 2-3/4^ ~ ARROW t/ts' 2-3/a" 6707 Fai ARROW 1/16" 1-1 /2 HIGH 1-t/2° $Ulte B
TYPICAL WHENEVER BOLTS OR CHANNEL SHALL NOT BE auOWED. BE "WRAPPED- 2'-0" MIN. HIG HIGH ~ Charlotte, NC 28210
GLANDS MAY III UP" IN CONCRETE. 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL C Q ~ D 0 ~ 704-367-0167 „
I I I~ I I BE PERMITTED. B B " = ~ I I= 9. DEPENDING ON SOIL CONDTTIONS, WASHED STONE OR FILTER FABRIC WILL BE 1-1 /2 1-1/2" 1-1/2 Desi ned B 9 Y
5. COAT TAPPING SLEEVE & BOLTS ~ III = NECESSARY UNDER RIP RAP. ~ WITH AN APPROVED BITUMASTIC d e e. EDPA
COATING BEFORE POURING CONC. ' d ' e Q 0 Drawn B P ~ ~ 9 Y
I DING ° 10. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL MUST TYP. FOR ALL STEEL NCLU ~ . d BE srABluzeD. w P RODS, COUPLINGS, STRAPS AND ~ ; ° -t/2" R \ F---t-3/a• JDL DPW WJW EMH
,f ' e' D'I'P' 11. OUTLET VELOCITY OF PROPOSED FES SHOULD BE 5 Fi/S OR LESS. OTHER BURIED STEEL. a . . 4.. 1 a 4 1-1 /2" \ 1-3/4" t/a" R ~ -1 2" 1 / Date
- ' . A e e d. a'. ~ ~ - a . TYPE - F ~ 3/16" ~ TYPE - G t-t/z' R 3 16" 08 16 05 / 1 /8° t/a" R
'a~ a de. °d . e 2' 11-3 4" 7 g" ~ g" Revisions / / /
'e Z s NATURAL GRADE W 1-1/ " 1-3/(4:'1/2" ~ 2' 11-3/4" T 8" 8/25/05:County Cornmenis
.f _ - " / -1 1-1 / " 1 3/4 1 /2
e ° .a ~ d 4 "e ° ' RIP RAP - SECTION A-A ~
- -~T - ~ I _
It=2.65 r i I' i ~ S;LU I IUN A-A
_ SEE NOTE 4 HOLLOW CONC. BLOCK AND/OR - -T ,
CONC. BLOCKING BRICK FOR TEMPORARY SUPPORT. ! s CUSS A RIP RAP SET WITH HOLLOW CORE
HORIZONTAL. WRAP-UP BLOCKS GRATE AND HOOD
IN CONC. POUR. MAKE SURE CONC. NOTE: LAYER OF FILTER FABRIC FRAME,
FILLS HOLLOW PORTION OF BLOCKS. MINIMUM H-2/3 PIPE DIAMETER FOR USE ON STANDARD CATCH BASIN
b SECTION B-B OPTIONAL
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.02C
TAPPING SLEEVE AND INSTALLATION DETAILS VALVE P RAP APRON Sheet 52 Of 55
a SCALE:NTS RI SCALE: NTS Project Number 04062
i
s
z

_
- FILL SLOPE
8' MAX. STEEL POST GENERAL NOTES:
STEEL POST 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS A5 WASHED STONE
~j WIRE FENCING WIRE FENCING WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. m
DIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH 2. REMOVED SE m FILTER FABRIC A MANNER THAT IT WILL NOT ERODE, SILT FENCE 2' MIN ~
~ w U \ ~ ~ 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THE ~I Q I MADE AS NECESSARY. COMPACTED BERM m
WOVEN FILTER FABRI ~ ~ m ~0 FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPA RS a \ / rn ~ FINI$H t ~ ~
o 6 ~ 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT ~ M N ~\V ~ `i NATURA GRADE ° 'L rn = (GROUND a m ~
EROSION AND WATER POLLUTION ARE MINIMIZED. c o, c
~ i _ 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE A ~ A ~_j~ T~ -I -I I ~ I ~I ~Il~l 1f1-- ~ DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. A ~ a ~ o ~ i ~maa,
I I- 1- -T III- ~ -I -il - ~-I~G I~~I ; ANCHOR SKIRT 6" MINIMUM 6. T FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH STD. N0. 30.06 N --TL 1. a I - I 1- ~ -IT(~_. _ sIL -,~I;i v-vv
TAI I 1I) _ I -(I- I 1 I I~-~ IN LIEU OF BURYING SKIRT, 6" OF r I - I I- - I k I I ~ I ~ n ~ 5 WASHED STONE MAY BE USED sioRAGE I 1 ~ C 'j G C i NAr D 0 6
VER TURNDOWN. AREA t ~ ~ NOTE: vRA(
i SILT FENCE ' ~ WIDTH AND GROU
GENERAL NOTES: STEEL POST 20 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1~. DEPTH TO BE DESIGNED Np a
WIDTH AND ~ 1. FILLER FABRIC FENCE SHALL BE A MINIMU ~.O~F ~ ~ STAY SPACING. WIRE FENCING ~ SHALL HAVE A MINIMUM OF 6 LINE WIRES \ 2. SILT FENCE MAY BE REQUIRED BEHIND BERM BY ENGINEER (1' MIN) 0 N
E USED WHERE SILT FENCE IS TO REMAIN z FILTER FABRIC z ~-~5 WASHED STONE CATCH \ 2, WOVEN FILTER FABRIC B - m RO O'~ BASIN ~
FOR A PERIOD OF MORE THAN 30 DAYS. ~ ~ ~ 5 WASHED TONE Z F`j _ / N BE OF THE - ~ - (VERSION DITCH TEMPORARY D
STEEL POSTS SHALL BE 5'-0 IN HEIGHT A D o - m 0 I 3. SELF-FASTENER ANGLE STEEL TYPE. M Q 6" iv '9 CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.05 SCALE: NTS u m d~ c
4. WIRE FENCING SHALL BE AT LEAST 10 GAGE WITH A MINIMUM OF o F~~~ I FILTER FABRIC SKIRT PLAN VIEW IN 6" OF p5 STONE ~M a
6 LINE WIRES WITH 12" STAY SPACING, ~ -II rl~_ ~ t N N n O 0 C ~ ~
5. TURN SILT FENCE UP SLOPE AT ENDS. tp N ~
6.1MRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. A CHOR SKIRT C 3~~'0
STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: 6N MINIMUM 7. WIRE AND WASHED A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2.1 SLOPE) r.FNERAL NOTES: ro ` ~ ~ a ~5 WASHED STONE ~ c a n u
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET MAINTENANCE NOTES: SECTION A-A 1. SEDIMENT SHALL BE REMOVED ANO TRAP RESTORED TO ITS ORIGINAL DIMENSIONS `
OR LESS AWAY 1.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE 1RAP. N ~ + u 1 / DIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A 2. REMOVED SE
8.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH LET SEDIMENT TRAP T FENCE STORM IN M BUFFERS S I L WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWI RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. MANNER THAT IT WILL NOT ERODE.
REFER TO SWIM BUFFER GUIDELINES). ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.09 SCALE: NTS \ I P CTED BY 1HE FlNANCIALLY RESPONSIBLE PARTY SCALE: NTS 3. THE STRUCTURE SHALL BE NS E ~ OR HIS AGENT AFTER EACH STORM EVENT AND REPAIRS MADE A5 NECESSARY. \`~~~~~~~C~~~~lr~~~
2.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END ~ AR , .••i^•s~'ti1°:1• 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT O 'i, r, .a •.1.•., ~ ~
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY, t° °~°~°°'°1t• EROSION AND WATER POLLUTION ARE MINIMIZED. Q~',•~FESSION'•.l % .ag° ° aR,~•Y•. r WHEN THE ~ ; ~Q~ 9l ~ ~ ~e• Y° .pt~°• 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABIUZED
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY A 1r,1• DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. _ A SEAL
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM s°y1 0 ~ y$h 0 6. ON LARGER DRAINAGE AREAS RIP RAP MAY BE REQUIRED UNDER THE WASHED STONE. 028396
TO THE EXISTING GRADE, PREPARED AND SEEDED. 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. °1~° o o X1'1 : N'•. ~
STORAGE AREA = ~ • NG I E • '
RY S I LT F E N C E 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS TEMPORA ~ ' ;~t• j ~r i~~i~ ~
SCALE; NTS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL, THE EMBANKMENT SHALL BE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.06 COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED ~°e4 O~ ~ °i ~.~ih
THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED. ~ ~ L
100' MIN, 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED MULATED CATCH BASIN \
PUBLIC STREET TO ONE-HALF THE DESIGN DEPTH OF THE TRAP, REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A J'_'-`----~ MANNER THAT IT WILL NOT ERODE. SUCH A ~ I PLA IS FINAL ESIGN- NOT RELEASED F ONSTRUCTIO
I ? UNLESS INITIALLED DATED
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. ~ ~ ~5 WASHED STONE AS APPROVED BY ENGINEER. ~ /
EXISTING GROUND I LP AN VIEW
I I I T10N FABRIC 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS r SOIL STABILIZA I UNDER SURGE STONE MINIMIZED. ~D ~ INITIAL DATE W F~,o
I 100' MIN. 6. ALL CUT ANO FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. ~ ~ ' ~I
12° MIN.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE VY SHAPE 3'-4'
~ PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE w w FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. AT THE
z ~
~ ~ 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM FROM MEASURES SECTION A-A
~ ~ UNDISTURBED AREAS IN DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES m THEN BASINS MAY BE SIZED BY DENUDED ACRES. RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF ACRE OF NORTH ARROW
a DRAINAGE AREA. EDIMENT TRAP
TONE INLET S S CHARLOTTE-MECKLENBURG LANG DEVELOPMENT STD. -30.08 SCALE: NTS
10. THE LENGTH OF THE STONE OUTLET SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. (
11, WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. NOTES; SETTLING.
BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH.
1. A STABILIZED ENTRANCE PAO OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE FFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBUC STREET. 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE TRA SHALL BE
RUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. 2. FILTER FABRIC OR COMPACTED C
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. 0 ~ ~U
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDI110NAL 5 WASHED STONE I RIP RAP F'+ HEALTH, ~ cuss
STONE AS CONDIITONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, 1THICK x 3' HIGH (MIN) /
OVED MM~IEDIATELY. AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBUC STREETS MUST BE REM / ~ ~ ( Il ~ I 1 i
LEANED TO REMOVE SEDIMENT PRIOR TO ENTERWG A p~IC.SIREET. WHEN 15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE 5. WHEN APPROPRIATE, WHEELS MUST BE C WITH ~U~D STOtE NHCN DRAINS INTO AN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABIUZED TERRACING WILL BE REQUIRED. APPROVED SEDIMENT BASIN SEE STD. N0. 30.11 B. ~ \ 'AY BE ~
WAY SID. 10.24 do 10.25 TO 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVE ( ) Y THE CITY COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS IJ HAS ''''`:.r~ !"1
THE CONSTRUC110N SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. REMOVED IF PERMISSION HAS BEEN GRANTED B / ACCESS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED.
NTRANCE rrH SILT FENCE WHENEVER SILT FENCE IS PLACE AT THE TOE OF A R CTION E AN WIRE BACKING SHALL BE USED W TOE OF A ~ U U
ED CONST U 17. WASHED STONE D STABILIZ
TTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.11A SCALE: NTS SLOPE 10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED. CHARLO _ V1 ~ I
- EDIMENT BASINS NERALNOTES S ~ ~ I I ~ 1 I I~ I
GE ~ I~ SEDiMENf 5f0RAGE AREA ;ALE: NTS 0
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.03 NTS PERSPECTNE VIEW ~ rp
X Q b ~
TEMPORARY SILT DITCH 1 OR FLATTER ~ ~5 WASHED STONE ~ `.T.~ CLASS I RIP RAP ~ r-1
SEE DETAIL STD. 30.05 2 2' ~ SEDIMENT STORAGE ZON FlNISH GRApE
SEE NOTE ° WATER STORAGE ZONE ~ U RING AND COYER STORM
GENERAL NOTES: RING AND COVET G srD. zo.ose srD. zo.ose 3' ~
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8' AND 5/8' THICK. 2N0. OPENING 4' CONCRETE IF REQUIRED COVER `t ' 2. ALL CONCRETE TO BE 3600 P.S,I COMPRESSIVE STRENGTH. ~ :r ''d ~ haw
3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO ~ PIPE
BE NECESSARY BY THE ENGINEER. 10' CONSTRUCTION B
4. ALL CATCH BASIN OVER 3'-6' IN DEPTH SHALL BE PROVIDED WITH STEPS 8' 8 ACCESS 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12. 8" MAX. SEDIMENr DEPTH ~ (CLEAN OUT P0,1f)
5. CONCRETE BRK:K MAY BE USED IN UEU OF HARD COMMON CLAY BRICK. _ ~ 1 OR FLATTER x SECTION ~
TEMPORARY 2' ~ 6. JUMBO BRICK WILL 8E PERMfRED. • rl
SILT FENCE 2 7. FOR B'-0" IN HEK~IT OR LESS USE 8" WALL OVER 8'-O" IN HEIGHT USE 12" SEE DETAIL MIN. wALL ro s'-0' FROM TOP OF WALL, AND 8' WALL FOR THE REMWNING 6'-0".
STD, 3Q.06 ~ 8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED. 1. GRAVEL AND RP RAP FlLTER BERM BASIN SHOULD BE USED TO PROTECT FISTING PPE M NVER15 1TWT DRNN 10 ACRES OR LESS. W
9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN Wf1H THE N Y- 2 DMENSIONS SNOWN ARE THE MINMIULI ACCEPTED UNLESS OTHERWISE NOTED.
WIRE MESH INSIDE WALL. GROUTED AND BRUSHED SMOOTH. 10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FlLTER FABRIC
OR STONE ON BACK SIDE. Y RM RIP RAP FILTER BE =
- NOTE: 11. THIS CA1CH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY UNLESS OTHERWISE APPROVED BY CITY/COUNTY ENGINEER. CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.12 SCALE: NTS ro `o m u m
DIVERSION DITCH SHOULD FLOW INTO SEDIMENT BASIN ROCK CHECK DAM, OR SLOPE DRAIN X X ` J U1 X o.
SLOPE STABILITY CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 30.16 SCALE: NTS DEVELOPER/OWNER
DIMENSIONS OF REINFORCING COVER rovident Development
BOX AND PIPE DIMENSION Group, Inc.
„ FLOW PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL INLET PIPE Y 2 -0 MIN. D A B HIQAIN) N0. LENGTH NO. LENGTH LBS, F G 6707 Fairview Road Suite B
'-7" 2 3'-4" 7 4'-7" 26 4'-10 3'-7" FIryISH G LEVEL SPREADER CharloNe, NC 28210 Nq>D~ ~E 704-367-0167
5 WASHED STONE 15 3 -6 2 -3 2 SPILLWAY CREST 18` 4'-O" 2'-8" 2'-11" 2 3'-9" 8 5'-1" 33 5'-4 4'-O" F ~ 5 WASHED STONE g 4" CONCRETE o E x GRp(!ND
24` 4'-O" 2'-8" 3'-5" 2 3'-9" 8 5'-1" 33 5'-4 4'-0" COVER ~ ~ WIDTH VARIES AND 1' DEEP Designed By
30" 4'-O" 3'-6" 3'-11" 2 4'-7° 9 5'-1" 37 5'-4` '-10"
36` 4'-0" 3'-6" 4'-6" 2 4'-7" 9 5'-1" 37 5'-4` '-10" OPENING RIP RAP R, ,e:t:.~~'ls":~-=~•;;, 8 FLOW x ~;,~9;T?~,"~`~;•:. 42` 4'-0" 3'-6" 4'-11" 2 4'-7" 9 5'-1" 37 5'-4` -10" NA EDPA 8 L, SEE GRADING AND TURgL GROUN Drawn B DRAINAGE PLANS FOR LENGTH D Y
A _ -4" 8 xr----• 48` 4'-6" 4'-0" 5'-5" 2 5'-1" 10 5' 7" 45 5 -10 5 JDL/DPW/WJW/EMH
Q T Date
D = T O ~ ~f~. f~: ~ _ 08 16 05
Q D o O Revisions
Q SECTION X-X 8/25 05; County Comments
PLAN
e
SECTION B-B W (SPILLWAY) NOTE:
IN i3 STREAM WIDTH PIPE SI ( SLAB TYPE CATCH n THRU 48n M 2 BASIN 15
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STD. - 20.05 A S( SCALE: NTS 1. LEVEL SPREADER SHALL BE CONSTRUCTED FLAT. 2. LEVEL SPREADER MAY BE REQUIRED TO HAVE AN EROSION CONTROL MATTING, S75, TO
BE PLACED ALONG THE TOP TO ENSURE STABILITY.
"s LEVEL SPREADER
1' MIN. BELOW LOWEST SCALE: NTS
BANK LEVEL (MIN) g
g SECTION A-A Sheet 53 Of 55
TEMPORARY ROCK CHECK DAM RIPRAP Project Number 04062
CHARLOTTE- MECKLENBURG LAND DEVELOPMENT STD. - 30.10 SCALE: NTS
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Bradford Park Subdivisio Davidson, Mecklenburg County, Nort Applicant /Developer: ,
INITIAL DATE
SCALE: N.T.S.
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6707 Fairview Road
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704-367-0167
Designed By
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Date
NFRQ~ ninT~~ os/,s/o5
--8 a 1 v v I ILJ 11 Revisions
54 B/25/05:County Comments
May 06, 2005 Revised August 26, 2005 55 DETAILS UTILITY NOTES
IF ANY CONFLICTS, DISCREPANCIES, OR
ARE DISCOVERED, EITHER ON THE OTHER UNSATISFACTORY CONDITIONS CONDITIONS, THE ONTRAT CONSTRUCTION DOCUMENTS OR THE FIE 55
CON --C MUST NOTIFY THE ENGINE LD Feet SHALL ~ NOT COMMENCE OPERAII ER IMMEDIATELY, f AND OR OTHER UNSATISFACTORY C ON UNTIL THE CONFLICTS, DISCREPANCI
DI110ES' umber 04062