20051854 Ver 2_Application_20070524

ColeJenest
& Stone
Exp Y2.
Shaping the Environment
Realizing the Possibilities
200 South Tryon Street, Suite 1400 Charlotte, NC 28202
i„ 704 376 1555f+ 704 376 7851 www.colejeneststone.com
Date: May 23, 2007
Reference: 3333 - Moores Chapel Road 1-485 Retail
Attention: Ms. Cynthia F. Van Der Wiele, Ph.D.
Company: North Carolina Department of Environment
and Natural Resources
Division of Water Quality
401401 Oversight/ Express Review
Permitting Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Land Planning
Landscape Architecture
Civil Engineering
F
Urban Design
We Are
Transmitting:
Charlotte
Raleigh
TRANSMITTAL
Tel: [phone]
® Herewith ? Under Separate Cover
Copies Dated Description
1 03/30/07 Application Fee Check # 140 $1,000.00
3 --- Express Review Stormwater Management
Plan Application
3 03/07/07 Site Construction Documents (C108, C109, C113,
C 114, C 115, C 118, C 119, C 120, C606, C607,
C607.1, C603, C609
3 --- Engineering Supporting Calculations and
Worksheets
3 04/06/07 Operation and Maintenance Agreement
1 12/02/05 Approved Individual 401 Water Quality Certification
1 05/31/06 Approved 404 Permit

Transmitted ? Mail ® Overnight ? Courier ? Hand Delivery El Pick-Up
Via:
® For Approval ? For Your Use ? As Requested ? For Review
Remarks: Kindly find the above referenced documents attached, for your approval.
Please let us know if you need anything further.
J Q,
?74 I' r
By:
William E. Boston, Jr.
n? p?'ry
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cc: Mr. Mark S. Van Sickle, RLA - CJS
+ M:AProject FliesA3333V20071transVC23t Van Der Wide, C. St011T1Wcl2P.r App, CD's.doC
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OFFICE USE ONLY
Date Received Fee Paid Permit Number(s)
axg 0-S - V2
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality 401/ Wetlands Unit
EXPRESS REVIEW PROGRAM STORMWATER MANAGEMENT APPLICATION FORM
This form may be photocopied for use as an original
}
,
1. GENERAL INFORMATION
1. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
Moores Chapel Partners, LLC
2. Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Owner Mailing Address for person listed in item 2 above:
4201 Congress Street, Suite 375
City: Charlotte State: NC Zip: 28209
Phone Number: (704 ) 831-2021 Fax Number: (704 )831-2121 Email Address: [e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
9400 Kendall Drive
City: Charlotte County: Mecklenburg
6. Directions to project (from nearest major intersection):
South Quadrant of the intersection of I-485 Moores Chapel Road.
7. Latitude: Longitude:
8. Contact person who can answer questions about the project:
of project
Name: Bi 11 Boston Telephone Number: ( 704 ) 376-1555
Fax Number: [phone] Email Address: [e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
9/2004 Version 1.0 Page I of 4
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelopment General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major -Sedimentation/Erosion Control X 404/401 Permit _NPDES Stormwater -Other
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater on site will be routed through a water quality pond to treat the
first 1" of rainfall and stnragp for hnth the two-year six hour and
ten-Ypar qix hnur gtorm Punts will he provided an top of the permanent pW
2. Stormwater runoff from this project drains to the Catawba River basin.
3. Total Project Area: 11.3299 acres 4. Project Built Upon Area: 66 %
5. How many drainage areas does the project have? One (1)
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name Catawba
Receiving Stream Class River
Drainage Area 11.86 A
Existing Impervious` Area o
Proposed Impervious*Area 66%
% Impervious* Area (total) 66%
Impervious` Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings 79,302 SF
On-site Streets 33 , 000 SF
On-site Parking 213,430 SF
On-site Sidewalks
Other on-site
Off-site
Total: 325,732 SF Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
9/2004 Version 1.0 Page 2 of 4

7. How was the off-site impervious area listed above derived? As-built survey documentation
and AutoCad delineation
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state riparian buffer authorisation or General
Certification numbers as issued by the Division of Water Quality. These
covenants may not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a modified water quality certification prior to construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable stormwater management supplement form(s) listed below must be submitted for each BMP specified
for this project. The forms are located on the 401/wetlands unit website.
Bioretention Worksheet
Dry Detention Worksheet
Level Spreader Worksheet
Grassed Swale Worksheet
Extended Detention Wetland / Pocket Wetland Worksheet
Wet Detention Worksheet
9/2004 Version 1.0 Page 3 of 4
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below The complete application package should be
submitted to the DWQ Central Office..
Please indicate that you have provided the following required information by initialing in the space provided
next to each item Initals
• Original and two copies ofthe Express Review Stormwater Management Application
• Signed and notarized Operation and Maintenance Agreement
• Three copies of the applicable Supplement Form(s) for each BMP
• Application processing fee (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Three copies of plans and specifications, including:
- Development"Project name
- Engineer and firm
- Legend
- North arrow
- Scale
Revision number & date
Mean high water line
- Dimensioned propertyrproject boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands and streams delineated, or a note on plans that none exist
Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to desigriate authority to another individual or firm so that they may
behalf please complete this section
Designated agent (individual or firm):_ t-£S:r??5'r`" d.. S' i-0f-
Mailing Address: Zoo 50tiTy{ ow ST LiEk-' ; 5i M--q-
City: C:AkL'. a r _ State: ?-
Phone: ( ..7494 ) 9 T9 155 5 Fax: ( ..TQ 1
VIII APPLICANTS CERTIFICATION
provide information on your
_ Zip: -?-.9 Zo
576 - 76S
I (print or type name of person listed in General Information. item 2) L 3AV.
certify that the information included on this application form is, to the best of my knowledge, correct a Live hat the project
will be constructed in conformance with the approved plans, that the required deed restrictions and pro covenants
will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H 1000
Signature: Date: 0-515. 0-7
9!3004 Version 10 Page 4 of 4
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation 694
Sediment moval El 691 --------------------------------
n11,_ ------------*Sediment Removal Elevation 691 75%
Bottom E vation 690 I ---------- i ------
FOREBAY MAIN POND
5
6
7
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
All components of the wet detention basin system shall be maintained in good working order.
Page 1 of 2

8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible partly.
Print name: (2I re qc) r v l. . Gu mi K, CEO
Title: Moores Chapel Partners, LLC
Addres
Phone
Signati
Date: April (6 4UUY
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
VVr--\ a Notary Public for the State of nQf't? ^C7 `
County of 0 do hereby certify that Cdr eQ" L7u r^G1c'?L
personally appeared before met is day of F:? (DftA 6 Cb j and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
a SARA L. WHITTEN
Notary Public, North Carolina
1 Mecklenburg County
My Commission Expires
December 20, 2009
SEAL ?-,
My commission expires -
Page 2 of 2
e
T
\o?oF W a ??RPG Michael F Easley, Governor
s WiDam G, Ross Jr , Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P E Director
Division of Water Quality
December 1, 2005
ftg=YF.C
R. Paxton Hollar
Lauth Property Group DEC D 2 ZOU
4201 Congress Street, Suite 3 75 IWO LX(ORY
Charlotte, NC 28209 . OFM
Re: Moores Chapel Road and 1485 Retail Village Project, Mecklenburg+
County $
DWQ #20051854; USACE Action ID, No 200531006
s
APPROVAL of Individual 401 Water Quality Certification
ear Hollar:-__._.-.
%WU
Attached hereto is a copy of'Certification No.. 3552 issued to R. Paxton HolIar, of'the- L Property
Group, dated Denemlad?112005 , In addition, you should get any other federal,--sta!e-er=local permits
before you go ahea-dwrffi-your project including (but not limited to) Solid Waste, Sediment and Erosion
Control, Stoimwater', Dam Safety, Non-discharge and Water Supply Watershed regulations
If'we can be of'fiirther assistance, do not hesitate to contact us.
AWK/cbk
Attachments: Certificate of Completion
Sincerely,
U Alan W?limek, P, E.
cc: U..S.. Army Corps of Engineers, Asheville Regulatory Field Office
Wilmington District, USACOE
Alan Johnson, DWQ, Mooresville Regional Office
DLR Mooresville Regional Office
File Copy
Central Files
Len Rindner, 3714 Spokeshave Lane, Matthews, NC, 28105
Filename: 051854Moor-esChapelRd 1485RetailVillage(Mecklenburg,)401 IC

010
Carolina
!llYl??lf
r
401 OversighUExpress Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
"321 Crabtree Boulevard, Suite 250, Raleigh, North Carobna 27604
Phone. [phone],786/FAX [phone]MIInternet h J/h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 509/6 Recycled/10% Post Consumer Paper
.0 ' .
Lauth Property Group
Page 2 of 6
December 1, 2605
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 2H, Section 0500 to Mr R.. Paxton Hollar of the Lauth Property Group, NC to fill
0 01 acres of'jurisdictional wetland and 681 linear feet of'stream in the Catawba River Basin, associated
with the construction of the Moores Chapel Road and I-485 Retail Village Project residential and
commercial retail development at the interchange of'Moores Chapel Road and 1-485 in Charlotte,
Mecklenburg County, North Carolina, pursuant to an application filed on the 126 day of'October of 2005,
received by the Division of Water Quality on October 17, 2005..
The application and supporting documentation provides adequate assurance that the proposed work will
not result in a violation of applicable Water, Quality Standards and discharge guidelines Therefore, the
State of North Carolina certifies that this activity will not violate the applicable portions of'Sections 301,
302, 303, 306, 307 of'PL 92-500 and PL 95-217 if conducted in accordance with the application, the
supporting documentation, and conditions hereinafter- set forth..
This approval is only valid for the purpose and design submitted in the application materials and as
described in the Public Notice,. If the-project is changed, prior to notification a new application fo2-a-new
Certification is required, If the properb4s sold, the new owner, must be given a copy of the Certification
and approval letter and is thereby re srble for complying with all conditions of this Certificati?A„y
new owner must notify the Division and-request the Certification be issued in their- name. Should-wetland
or stream fill be requested in the f?tt?re additional compensatory mitigation may be required-as-dcsctibed
in 15A NCAC 2H..0506 (h) (6) and (7).. If any plan revisions from the approved site plan result in a
change in stream or wetland impact or an increase in impervious surfaces, the DWQ shall be notified in
writing and a new application fbf 401 Certification may be required.. For this approval to be valid,
compliance with the conditions listed below is required..
Conditions of Certification:
1.. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification-(or-Isolated Wetland Permit) are met. No other, impacts-ar-e_---
_
approve including incidental -impacts:
Amount Approved (Units) Plan Location or Reference
Stream 681 (linear feet PN and Construction Plans
404/CAMA Wetlands 0.01 (acres) PN and Construction Plans
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a, The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Caroling.
Sediment and Erosion ControtPlanning and Design Manual.
?J
L.auth Property Group
Page .3 of 6
December 1, 2005
b the design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times..
3,. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the 404/401Peimit Application., All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
- unavoidable, they shall be removed and the natural grade restored within six months of the date that
the Division of Land Resources has released the project;
-- 5„ Protective Fencing - The outside buffer, wetland or_water boundary and along the construction
-- corridor within these boundaries approved underth.isauthorization.shall be clearly marked with
orange warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water- prior tQr•ar3y land disturbing activities to ensure
compliance with 15A NCAC 2B .0233 and GC 3404;
Continuing Compliance:
6.. Mr•.. R.. Paxton Hollar and the Lauth Property Group, shall conduct construction activities in a
manner consistent with State water quality standards (including any requirements resulting from
compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements
of State law and federal law., If the Division determines that such standards or laws are not being
met (including the failure to sustain a designated orschieved use) or that State or federal law is
--- - being violated, or that further conditions are necessary-to assure compliance, the Division may
reevaluate and modify this Certification to include conditions appropriate to assure compliance
with such standards and requirements in accordanee-vWth 15A NCAC 2H.0507(d).. Before
modifying the Certification, the Division shall noti
--- "•:. R. Paxton Hollar• and/or the Lauth
Property Group, NC 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 Mr., R. Paxton HoIlar and/or
the Lauth Property Group, NC 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;
Mitigation:
T Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Mitigation must be provided for the proposed impacts "specified in the table below. We
understand that you wish to make a payment to the Wetlands Restoration Fund administered by
the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement.. Ibis has
been determined by the DWQ to be a suitable method to meet the mitigation requirement.. Until
i `_?
Lauth Property Group
Page 4 of 6
s December 1, 2005
the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP
should be contacted at [phone] if you have any questions concerning payment into a
restoration fund. You have one month from the date of this approval to make this payment, For
accounting purposes, this Authorization Certificate authorizes payment into the Wetlands
Restoration Fund to meet the following compensatory mitigation requirement:
Compensatory Mitigation
.Required River and Sub-basin Number
Stream 681 #near feet Catawba/03050101
Placement of Culverts:
8.. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert.. Culverts shall
be-ddsigned and installed to allow for aquatic life movement as well as to prevent head cutting of
-d reVre-anrs . If' any of the existing pipes are or become perclie3e appropriate stream grade shall
e-Fstablished or, if the pipes installed in a perched manner-;-the-pipes shall be removed and re-
installed correctly.,
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s).. Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert- Therefore, you must provide plans with adequate details that indicate that the current
stability of the stream will be maintained or enhanced. You must receive written approval from this
Office for the above plans before the culvert(s) is installed., Culvert(s) must be installed according
to approved plans..
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elev_ ation of the streambed by one foot for all culverts with-a3ranieter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
- low flo_"assage of water and aquatic life. Design and placer en-17of culverts and other structures
including temporary erosion control measures shall not be conducfeil in a manner- that may result in
dis-equilibrium of wetlands or, streambeds or banks, adjacent to or upstream and down stream of the
above structures.. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of'rip rap or other, bank hardening methods.. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality
Installation of culverts in wetlands must ensure continuity of'water movement and be designed to
adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Comple#on" form to notify NCDWQ when all work included in the 4401 Certification has been
completed. The responsible party shall complete the attached form ahd return it to the
Lauth Propeity Group
Page 5 of 6
December 1, 2005
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project.. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of'Completion form.
Deed Notifications:
9. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or, areas within 50.feet of'all straarns and pands:. These mechanisms shall be put
in place within 30 days of the date of issuance of the 401 Certification 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..em. state.nc.us/ncwetlands . DWQ shall be sent copies of all
deed restrictions applied to these lots;
10.. Written Stormwater Management Plan (Final Plan Needed)
A final, written stormwater management plan (including a signed and notarized Operation and
Maintenance Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit
(2321 Crabtree Blvd.., Suite 250, Raleigh, NC, 2 7604) within 60 days of the issuance of the 401
- Water Quality Certification.. The stormwater management plan shall be approved in writing by
this Office before the impacts specified in this Certification occur. You have the option of using ---
--- the Express Review Program for expedited approvaLaf_these plans. If you propose to use the
-- Express Review Program, remember to include the-appropriate fee with the plan The stormwater
- --- management plan must include plans, specifications and worksheets for stormwater management --- -
facilities that are appropriate for the surface water classification and designed to remove at least
85% TSS according to the most recent version of the NC DENR Stormwater Best Management
Practices Manual, These facilities must be designed to treat the runoff from the entire project,
unless otherwise explicitly approved by the Division of Water Quality.. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall
be constructed and operational, and the storrrrwater management plan (as approved by this Office)
shall be implemented. the structural stormwater practices as approved by this Office as well as
drainage patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization-from the Division of Water Quality,
I L Construction Stormwater Permit NCGO10000
_ Upon the approval of an Erosion and Sedimentation--Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General Stormwater permit (NCGO 10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres), full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required.. A copy of this permit and monitoring report forms may
be found at http://h2o.enr.state ne us/su/Forms Documents htm ;
12.. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
t
Y Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.

Lauth Property Group
Page 6 of 6
December 1, 2005
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written
request within sixty (60) days following receipt of this Certification.. This request must be in the form of 'a
written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the
Office of'Administ-abveEemings, 6714 Mail Service Center, Raleigh, N.,C., 27699-6714 . If
modifications are made to an original Certification, you have the right to an adjudicatory hearing on the
modifications upon written request within sixty (60) days following receipt of the Certification. Unless
such demands are made, this Certification shall be final and binding
3552
AWK/ebkfijm
K
This the I'day of'December• 2005
DIVISION OF WATER QUALITY
4-111? A, -6
Alan W. Klimek, P.E. 4

4
OF WATE
`O? 99G i Michael F Easley, Governor
7 William G. Ross Jr, Secretary
North Carolina Department of Environment andiateal Resources
--I
0 Y Alan W Klimek, P E Director
Division of Water Quality
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 211.0500, the Lauth Property Group has permission as outlined below to impact 0.01
acres of wetlands and 681 linearf&zt Dfstwam for the purpose(s) of constructing the proposed AMoorm Chapel Road
and I-485 Retail Village Project residential and commercial retail development at the interchange of Moores Chapel
Road and 1-485 in Mecklenburg County., All activities associated with these authorized impacts must be conducted
with the conditions listed in the attached Permit transmittal letter.. THIS PERMIT IS NOT VALID WITHOUT THE
ATIACF[MENT S .
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
LOCATION: Charlotte, NC
COUNTY Mecklenburg
BASIN/ SUB BASIN - Catawba/03050141
As required by 15A NCAC 2H 0504, and the conditions of this Permit, you are required to compensate for the above
impacts through the restoration,-Grgation, enhancement or preservation of wetlands and surface-waters-as- outlined
below prior to conducting any activities that impact or degrade the waters of the state , -----
Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program trust be
rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearestfoot
according to 15 2R,0503(b).
0.01 Acres of Class WL wetland 0.00 Acres. of Class WL wetland
681 linear feet of stream 681 linear feet of stream
In correspondence dated August 3, 2005, the EEP indicated that up to 750 linear feet of mitigation will be conducted
by EEP if necessary for the 401 Water Quality Certification and 404. Permit
One of the options you have avai]abjoto satisfy the compensatory mitigation requirement is throughAhe payment of
a fee to the Wetlands Restoration Fund per NCAC 2R.0503.. If you choose this option, please sign this form and
mail the form along with a copy of your 401 Certification or Buffer Approval to the Ecosystem Enhancement
Program at the address below. Anmvoice for the appropriate amount ofpayment will be sent to you-upon receipt of
this form PLEASE NOTE, THE-ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT
PROGRAM
Signature
Date
ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
RALEIGH, N C. 27699-1652
[phone]
Filename: 051854MooresChapelRd-I485Retail V iIlage(Mecklenburg)401_IC-EEP
Y yr
One
N.o,x?Caro}}??a
401 OverslghUExpress Review Permits Unit ?tura!!?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet hito://h2o.enr.state.nc.usfncwettands
An Equal OpportunitylAf amative Action Emptoyer- 50%Recyded/10% Post Consumer Paper

Applicant: Lauth Pro eity GY-ou File Number: 200531006 Date: Feb 3, 2006
Attached is: See Section below
X INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of etmission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL, PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer fbr final
authorization. If you received a Letter of Permission (I OP), you may accept the I OP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to
appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written After evaluating your objections, the district
engineer will send you a proffered permit for your reconsideration, as indicated in Section B below,
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit,
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section R of
this form and sending the form to the division engineer. Ihis form must be received by the division engineer within 60 days of
the date of this notice.
C: PERMIT DENTAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer This form must be received by the division engineer
within 60 days of the date of this notice,
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD..
• APPEAL: If'you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. Ihis form
must be received by the division engineer within 60 days of the date of this notice..
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary M. The Preliminary JD is not appealable If you wish, you may request an approved JD (which may be appealed), by
contacting the Corps district for further instruction Also you may provide new information for further consideration by the Corps to
reevaluate the JD.
. .
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for
the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record, However,
You may provide additional information to clarify the location of information that is already in the administrative record.
If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Ms Amanda lones Mr Michael Bell, Administrative Appeal Review Officer
CESAW-RG-A CESAD-EI'-CO-R
U S Army Corps of Engineers, Wilmington District U.S Army Corps of'Engineers, South Atlantic Division
151 Patton Avenue, Room 208 60 Forsyth Street, Room 9M15
Asheville, North Carolina 28801-5006 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of anv site investigation, and will have the ovnortunity to participate in all site investigations.
Date: I Telephone number:
of appellant or
DIVISION ENGINEER:
Commander
U.S. Army Engineer- Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303
REPLY TO
ATTENTION OF.
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGION DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON., NORTH CAROLINA 28402-1890
May 31, 2006
Action ID 200531006
Mr. Paxton Hollar
Lauth Property Group
4201 Congress Street, Suite 375
Charlotte, North Carolina 28209
Dear Mn Hollar:
JGIB 1lAME N/O\
HLE No 0210
Enclosed is a Department of'the Army permit to discharge fill material into 681 linear-
feet of'str•eam channel and 0.01 acre of•wetland associated with the construction of'a
commercial development in the southeast quadrant of the intersection of'I-485 and Moores
Chapel Road, in Charlotte, Mecklenburg County, North Carolina. The Corps is issuing this
permit in response to your written request of September 30, 2005, and the ensuing
administrative record..
Any deviation in the authorized work will require modification of this permit. If'a
change in the authorized work is necessary, you should promptly submit revised plans to
the Corps showing the proposed changes, You may not undertake the proposed changes
until the Corps notifies you that your- permit has been modified.,
Carefully read your permit.. The general and special conditions are important. Your,
failure to comply with these conditions could result in a violation of Federal law. Certain
significant conditions require that:
a• You must complete construction before December 31, 2009.
b.. You must allow representatives from this office to make periodic visits to your
worksite as deemed necessary to assure compliance with permit plans and conditions.
You must notify this office in advance as to when you intend to commence and
complete work..

-2-
You should address all questions regarding this authorization to Amanda Tones,
Regulatory Division, telephone [phone], extension 231.
Sincerely,
wjA^
John E, Pulliam, Tr„
Colonel, US. Army
District Commander
Enclosures
Copy Furnished with enclosures:
Chief, Source Data Unit
NOAA/National Ocean Service
ATTN: Sharon Tear- N/CS261
1315 East-West Hwy., Rm 7316
Silver Spring, MD 20910-3282
Copies Furnished with special conditions and plans:
Mr.. Doug Huggett
Mr.. Ronald J. Mikulak, Chief Division of'Coastal Management
US Environmental Protection Agency North Carolina Department of
Wetlands Regulatory Section Environment and Natural Resources
61 Forsyth Street 400 Commerce Avenue
Atlanta, Georgia 30303 Morehead City, North Carolina 28557
Mr,. Brian Cole
U.S. Fish and Wildlife Service
160 Zillicoa Street
Asheville, North Carolina 28801
Mr David Rackley
National Marine Fisheries Service
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr-, Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Ms Becky Fox
U..S. Environmental Protection Agency
1349 Firefly Road
Whittier-, North Carolina 28789
-3-
Len Rindnei
3714 Spokeshave Lane
Matthews, North Cazolina
DEPARTMENT OF THE ARMY PERMIT
Permittee Lauth Property Group
Permit No. 200531006
Issuing Office CESAW-RG-A
NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this
office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted
activity or the appropriate official of that office acting under the authority of the commanding officer
You are authorized to perform work in accordance with the terms and conditions specified below..
Project Description: to discharge fill mater-ial into 681 linear feet of stream channel and 0.01 acre of
wetland associated with the construction of a commercial development
Project Location: in the southeast quadrant of the intersection of I-485 and Moores Chapel Road, in
Charlotte, Mecklenburg County, North Carolina
Permit Conditions:
General Conditions:
1 The time limit for completing the work authorized ends on December 31, 2009 If you find that you need more time
to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month
before the above date is reached.
2.. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and
conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may
make a good faith transfer to a third party in compliance with General Condition 4 below.. Should you wish to cease to maintain
the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this
permit from this office, which may require restoration of 'the area..
3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by
this permit, you must immediately notify this office of'what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort or if' the site is eligible for listing in the National Register of
Historic Places.
ENG FORM 1721, Nov 86 EDITION OF SEP 82 IS OBSOLETE,. (33 CFR 325 (Appendix.4))
4 If you sell the property associated with this permit, you must obtain the signature of'the new owner in the space provided
and forward a copy of the permit to this office to validate the transfer of this authorization
5 . If' a conditioned water quality certification has been issued for your project, you must comply with the conditions specified
in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it
contains such conditions.
6 You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure
that it is being or has been accomplished in accordance with the terms and conditions of'your permit,
Special Conditions:
SEE ATTACHED SPECIAL CONDITIONS
Further Information:
1 Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:
( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S C 403)
(X) Section 404 of'the Clean Water Act (33 U S C 1344)..
( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S C 1413)
1 Limits of this authorization
a.. This permit does not obviate the need to obtain other Federal, state, or local authorizations required bylaw
b.. This permit does not grant any property rights or exclusive privileges..
c This permit does not authorize any injury to the property or rights of 'others..
d. This permit does not authorize interference with any existing or proposed Federal project
3. Limits of Federal Liability.. In issuing this permit, the Federal Government does not assume any liability for the following:
a.. Damages to the permitted project or uses thereof as a result of'other permitted or unpermitted activities or from natural
causes,
b. Damages to the permitted projector uses thereof' as a result of 'current or future activities undertaken by or on behalf
of the United States in the public interest
c, Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity
authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.
e Damage claims associated with any future modification, suspension, or revocation of this permit
4. Reliance on Applicant's Data: the determination of this office that issuance of this permit is not contrary to the public
interest was made in reliance on the information you provided
5, Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances
warrant Circumstances that could require a reevaluation include, but are not limited to, the following:
a. You fail to comply with the terms and conditions of this permit
b. the information provided by you in support of your permit application proves to have been false, incomplete, or
inaccurate (See 4 above)
c Significant new information surfaces which this office did not consider in reaching the original public interest decision
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation
procedures contained in 33 CFR 325,7 of enforcement procedures such as those contained in 33 CFR 326.4 and 326 5. The
referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms
and conditions of your permit and for the initiation of legal action where appropriate You will be required to pay for any
corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations
(such as those specified in 33 CFR 209170) accomplish the corrective measures by contract or otherwise and bill you for the
cost.
6 Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit, Unless
there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of' the public interest
decision, the Corps will normally give favorable consideration to a request for an extension of this time limit.
Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit
(PERMITTEE) LAUTH PROPERTY GROUP ATE)
This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below
?,, /.) L 4, 4,Z610L
(DIST T coMMANDER) JOH E. ULLIAM, JR, COLONEL ' (DATE)
When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and
conditions of this permit will continue to be binding on the new owner(s) of the property To validate the transfer of this permit
and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.
(TRANSFEREE)
(DATE)
'U S GOVERNMENT PRINTING OFFICE: 1986 - 717425
SPECIAL CONDITIONS
Work Limits
L All work authorized by this permit must be performed in strict compliance with the attached
plans, which are apart of'this permit.. Any modification to these plans must be approved by
the US Army Corps of'Engineers (USACE) prior to implementation.
2 Except as authorized by this permit or any USACE approved modification to this permit, no
excavation, fill or mechanized land-clearing activities shall take place at any time in the
construction or maintenance of this project, within waters or- wetlands. This permit does not
authorize temporary placement or double handling of'excavated or fill material within waters
or wetlands outside the permitted area. This prohibition applies to all borrow and fill
activities connected with this project
3.. Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land-clearing activities shall take place at any time in the construction or maintenance ofthis
proj ect, in such a manner as to impair- normal flows and circulation patterns within waters or
wetlands or to reduce the reach of waters or wetlands..
Related Laws
4. If the North Carolina Division of Water Quality has issued a conditioned Water Quality
Certification for your project, the conditions of that certification are hereby incorporated as
special conditions of this permit.. For- your convenience, a copy of the certification is
attached if it contains such conditions.,
5.. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of'waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials.. In the event of'a spill of'petr•oleum products or, any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at (919) 733-
5083, Ext. 526 or- [phone] and provisions of'the North Carolina Oil Pollution and
Hazardous Substances Control Act will be followed.
6. If' the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington
District Engineer who will initiate the required State/Federal coordination.,
Project Maintenance
7. The permittee shall advise the Corps in writing at least two weeks prior, to beginning the
work authorized by this permit and again upon completion of the work authorized by this
permit..
2
8 . Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall
be generated from an upland source and will be clean and free of any pollutants except in
trace quantities, Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used
9 The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or maintenance
of'this project with a copy of'this permit, A copy of'this permit, including all conditions,
shall be available at the project site during construction and maintenance of'this project
10. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area,. This shall include, but is not limited to, the immediate installation of'silt fencing
or similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas.. Additionally, the project
must remain in full compliance with all aspects of'the Sedimentation Pollution Control Act
of 1973 (North Carolina General Statutes Chapter 113A Article 4).,
11.. The permittee, upon receipt of'a notice of'revocation of'this permit or upon its expiration
before completion of the work will, without expense to the United States and in such time
and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or, wetland to its pre-project condition..
Enforcement
12.. Violations of'these conditions or violations of' Section 404 of 'the Clean Water Act or Section
10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District U S..
Army Corps of'Engineers within 24 hours of'the permittee's discovery of the violation..
Mitigation
13.. The permittee shall mitigate for unavoidable impacts to 681 linear feet of stream channel
associated with this project by payment to the North Carolina Ecosystem Enhancement
Program (NCEEP) in the amount necessary to perform restoration to 681 linear feet of'cool
water stream in the Catawba River Basin (Cataloging Unit 03050101). Construction within
jurisdictional areas on the property shall begin only after the peimittee has made full payment
with certified check to the NCEEP, and the NCEEP has made written confirmation to the
District Engineer, that it agrees to accept responsibility for the mitigation work required,
pursuant to Paragraph IV..D. of the Memorandum of Understanding between the North
Carolina Department of Environment and Natural Resources and the U.S.. Army Corps of
Engineers, Wilmington District, dated November 4, 1998.
3
14 To provide the remaining compensatory mitigation requirements not addressed under special
condition (12), above, the permittee will preserve approximately 2,270 linear feet of stream
channel with an adjacent riparian buffers according to Buffer Plan dated January 12, 2006
and 0.42 acres of'wetlands as shown on the attached survey labeled Wetland Delineation
Map dated November 17, 2003.
The conservation/mitigation areas as shown on the attached plans are to remain in their
natural state in perpetuity. No person or entity shall perform any of the following activities
in the conservation area:
1. fill, grade, excavate or perform any other land disturbing activities
2.. cut, mow, burn, remove, or harm any vegetation
3 . construct or place any roads, trails, walkways, buildings, mobile homes, signs,
utility poles or towers, or any other permanent or temporary structures
4, drain or otherwise disrupt or alter the hydrology or drainage ways of the
conservation area
5.. dump or store soil, trash, or other waste
6. graze or water animals, or use for any agricultural or horticultural purpose
Any covenants recorded in order to satisfy this section must include the above restrictions
and the following language: "This covenant is intended to ensure continued compliance with
the mitigation condition of a Clean Water Act authorization issued by the United States of
America, U.S. .Army Corps of'Engineers, Wilmington District, Action ID 200531394, and
therefore maybe enforced by the United States ofAmerica.. This covenant is to run with the
land, and shall be binding on the Owner, and all parties claiming under it.
15.. Permittee shall execute and cause to be recorded in the Mecklenburg County Register of
Deeds, restrictive covenants acceptable to the Corps of Engineers for the purpose of
maintaining the streams channels with riparian buffers and wetland areas (i..e.. conservation
areas), as shown on the plan submitted.January 12, 2006. The permittee shall enforce the
terms of the restrictive covenants and, prior to the conveyance ofthe property, shall take no
action on the property described in the covenants inconsistent with the terms thereof. The
permittee shall provide a copy of the recorded restrictive covenants to the Corps of'Engineers
within 15 days of recording..
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Project No. DWQ 05 " I %5!k 12.1 (to be provided by DWQ)
DIVISION OF WATER QUALITY • 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
1. PROJECT INFORMATION (please complete the following information):
Project Name : 1`1004f-5 GAN?r' L 9t,0kP ctr?S k - L-1, BS 9SE-- 1L. V lc-LA-G f_
Contact Person: 13\ - L- SC67CW Phone Number: ( -7D% N 5 S r
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation h 10 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation -6 (elevation of the orifice invert out)
Temporary Pool Elevation 6-1 V. gy ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area Za 1?? sq. ft. (water surface area at permanent pool elevation)
Drainage Area 11 . 43(x,_ ac. (on-site and off-site drainage to the basin)
Impervious Area -2 -LAB ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume __M .Q3g cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 115, S -2-7 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume cu. ft.
SA/DA used z •H (surface area to drainage area ratio)
Diameter of Orifice 3 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has
not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a worksheet for
each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage plan and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional information
and will substantially delay final review and approval of the project
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A notarized site specific operation and maintenance (0&M) plan is provided.
A vegetation management/mowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified in the 0&M plan.
A debris check is specified in the 0&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in 0&M plan.
A responsible party is designated in the 0&M plan.

0
Colejenest
& Stone
Land Planning
Landscape Architecture
Civil E;lgineering
Urban Design
200 South Tru_on Street
Suite 1400
Charlotte North Carolina 28202
Tel [phone]
Fat 704. 376. 7851
www.colejeneststone.conl
Muui-*.ES CHAPEL RETAIL
CJs # 3333
CALCULATIONS FOR:
SuQnr ? n'4 ? 0543/c,7
Datentlon Mater Quality Poi
Outlet Control :tMCftlre
-Storm Drainage System
'` ?? C?rTi? F?,Z •uca4NQ
svi3??? rr/+-1- oSl '110.
DATE: 103ii 110.6
REV: 101181'018
i
-C
12?tl,19r 06
PER G? aDEHG PERNWIT SUBMITTAL-211120,07
,03107107
s
WATER QUALITY ANALYSIS
CoWermst
& StO66
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street
Suite 1400
Charlotte, North Carolina 28202
Tel [phone]
Fax [phone]
www.colejeneststone.com
%
City of Charlotte - Land Development Division
`Vet Pond `N"orksheet
Project dame: d oo2Lt t`,?(l1 L V1 %A.4 ct 1 Date: 10
BMP location narrative: Attach schematic describing wet pond location and information relative t BAP
.
oo¢.f Cir1l?-P Uluca (y4, C oaS.: r S
Food L-towt Grr2cc.4AY S'?2G, ?•+??
St tic. ?.? '? ? o ,r, parr. ?? g o?+ Avon 4a c a+APc c. R v 40 k,v ca O%JZ.r,1-r-E
{JG. ?o4..t? `S7QA.N4C?S. ?tIm4."-,S w«` ?4. vrw.Z,tto ma L4_^AvS:.?,
lN'?D p't warc4t_ Qv..? ? I ?4-?'4n?t'..a?
wet rond Summary
Basin drainage area to pond: `?. ac. (Delineated on attached drainage area map)
Proposed Impervious Area Percentage: __6 (? % (Detailed impervious area calculations attached)
SA/DA ratio required: iai?,L (Use State BMP manual chart)
Permanent Pool Surface Area Required: 1 l ,-7 61 sq. ft.
Permanent Pool Surface Area Provided: 29, 1 % 5 sq. ft.
Permanent Pool Elevation: 6gti. o o ft. (elevation of the orifice invert)
Forebay Volume Percentage: 7_L J. &iD % (cafe showing between 15% and 25% attached)
Average Depth Provided: Lk-06 ft. (calculation attached)
Runoff volume: ©.. 14 acre-ft. (calculation attached)
Diameter of orifice: in. (for water quality drawdown between 2-5 days)
Emergency pipe diameter: ZH _ in. (calculations attached)
Temporary Pool Elevation: ft. (routing calculations attached)
Spillway Elevation: 4 5R '], p® ft. (calculation attached)
Spillway weir length: Z
- ft. (calculation attached)
-
Top of Berm Elevation: qg ,i
5 ft.
Freeboard Provided: t G in.
Basin Diagram
(fill m the olanKSl
Permanent Pool Elevation 614-00
1l 75%
Sediment Removal elevation tO? I
_ -%/
9ottom elevation O/ -? _ C25
Forebay
75%
- - - - Sediment Removal Elevation pl I
----------------------- ------
`0
\ SottomElevation b \0 25%
Main Pond
•
(RARLOM
FMGwEEMM d PWOPERET
MAMIG MENT
Land Development Division
600 East Fourth Street, Charlotte, North Carolina 28202-2844
Telephone: [phone] Fax: 704;336-6586 [andpermits. charmeck.org
Revised 7,2005

City of Charlotte
Land Development Division
Detention Worksheet
Project Name: Date: -I Z ? k`4
% ?ab-
Project Description: Attach brief explanation of detention plans and any assumptions if*necessary.
(fA L wv%-nwJS "'D E-c- 5T"--'X 'Z"?wT -:Po s T - -D4d<,.,p A . 4.? ?L a C&O 9- 4 T <J
t>o Nor ecw •.A^o '?ek- '14v4,%-oew%..+r
F `..... R-a s c S FcA- 2 &-- to
y2 6 Ktr?. CT*t&% Evr"t-r, S W4.9-c- 4 %..S ca ?t Cn ??L?•.4 A Fct1
'C?t4 L ?2 2? ?tov?. -off ?.. ?. S •? L,;A& C. "z'K 4 • s= w ct-? c? ?..?a _N a.?-mac.. [_s ??c r? cc? K s o 1
PRE-DEVELOPED SUMMARY
Basin area: ac. (Delineated on attached drainage area map)
Time of Concentration, Tcpre: It.41 min. (Based on the SCS Method) (Tc path shown on
attached map) Reference 3.9.6 of the Charlotte-Mecklenburg Storm Water Design Manual - SCS Travel Time.
Curve Number, Cnpre: 60
POST-DEVELOPED SUMMARY
Basin area: \` .96 ac. (Delineated on attached drainage area map)
Time of Concentration, Tcpost: min. (Based on the SCS Method) (Tc path shown on
attached map) Reference 3.9.6 of the Charlotte-Mecklenburg Storm Water Design Manual - SCS Travel Time.
Curve Number, Cnp,,t: 88
DETENTION SUMNIAXY
Computer Method Used*: MCAT4-1% ``4.V%,t, o S e?Pv.4,D TA-,-W-
*Land Development Plan Review Staff will verify all detention submittals using HEC-1 for compliance with the
City of Charlotte Zoning Ordinance, Section 12.6 This summary is to accompany all detention analysis and is
not intended to replace that requirement.
Pre (cfs) Post (cfs) Routed (cfs) Elevation
2 yr. 1y D? 3?. I'z g 695, G0
10 yr. H32- y? 5S 6%; qY
so yr. N/A 87 , Z1 I l a qL 9 7, 07
PC, l of 3 Revised 3-2005
PRE-DEVELOPED SUB-BAShi CALCULATIONS:
Sub-basin Name/Le\el: k (Coordinate with attached drainage area map)
I
Type of Flow
Travel Length (ft.)
Slope (%)
Mannings (n)
Time (min.)
Sheet Unpaved O d -7
i
Sheet Paved
Shallow Conc. Un aved 9 S 5 (p D. Z Y
allow Conc. Paved
Channel S S 5 ?.?, S
Pi e
E
TOTAL N/A NA NA TC are

Acreage Land Use Soil Type Hydrologic Group CN Weighted CN
(Acreage/Total krW c (CV)
ll• Wooas e Q 60 6 0.00

- CNPre - 6o i
POST-DEVELOPED SUB-BASIN CALCULATIONS:
Sub-basin Name/Level: (Coordinate with attached drainage area map)
Type of Flow Travel Length (ft.) Slope (%) N[annings (n) Time (min.)
Sheet Unpaved
Sheet Paved
Shallow Conc. (Unpaved) 5 t J
ll
w C
Sh
P
d
a
o
onc.
ave
Channel
PIe
TOTAL NA NA N,/A Tc Post= I.UA .
Acreage Land Use Soil Type Hydrologic Group CN Weighted CN
(Acreage/ atal Area) I (C.N)
Q t y j?a.+ [ '3 ?a a. C e-I z 4 8 . 13
3. ? cbt? spux Ger 33
q
Z1. o
??ks S
? t• !b
CN P°S,= 69
Pg 2 of 3 Revised 3/2005
STORAGE DISCHARGE CALL LATIONS
1I Ir appl cable) Complete Lnder?round S orage Vo[ame Tabl.-
Elevation Cnderaround ` above Ground Toca! Acc Volume

-kCC- ??i !R e Coral Area s a c. i

Sm:ctures (cT)
llC- ?J!ume (Cil `.-??Ov? 3nQ
ACC Ji!.rne "t) I
Cn?erground)
2A 4o3 °? q
9 3 9 S l- r-?
6aS 3 SH +
1 2.55a
6q? 3S X60 kLtS s,7 3.-t i v
t 19 Z,-7 -75 Zi J 15
9
?
Stage Discharge
Co= orifice coefficient: Cw = weir coefficient. Orifice Area unit shall be square feet (sf).

Elevation ' Orifice I Orifice 2
I
Weir I
Weir 2/Em.
I
Outlet
Emergency Total Q
Stage In. In. I Ft. Spillway Control Pipe Spillway (cfs)
i (ft) b ?y [,I,
Inv.
(t5.6

o[nv
Controlled j-.

t
tr
m
tl Dia.

(Free flow out o

0n°) ?
Area Area Cw=3.Zo pipe: S
u
e
ou
R Length I p
y Fc
Co= l600 Co= .
fnv. Inv. .
('U.141nv.

I

cw= Co=

Cw='?.oo
Z.tZ -?H5?6Q I •24
14 1 5A5

? - Z? t?iRl ?? 5 , bk _? ?? ? ?
6q5, 6y ow '83y.?I
Underground Storage Volume Table (If applicable) N
Provide additional storage volume tables if more structures re used.
Ace. Volume (cf) i
Elevation Under
ground Structure =
Length (ft_)
Size;dia (;t.)
Upper inv.
Lower inv.
_Slope (?%) Ace. Volume (cf)

Underground Structure
Length (ft.)
Sizeidia (ft.)
Upper inv
Lower inv.
-Slope ! Ace. Volume (cf)

Underground Structure Y
Length (ft.)
Size/dia (ft.)
Upper inv.
Lower in,.
Slope (%) Ace. Volume (cf)

I Underground Structure T
Length (ft.)
Sizeidia (ft.}
Upper Inv.
Lower inv.
S lope (°%)
I ?

I

i
•
CII%RLMTe_
ENGINEEWNG S PROPERTY
MANAGEMENT
Land Development Division
560 East Fourth Sleet, Charlotte, ?north Carolina 28202-7844
Telephone: '04 336-6692 Fax: 704,336-6586 landpertnits. charmeck.oru
Pg3of3
IZevi;ed 3 200`
IIIiIOORES CHAPEL RETAIL
PROJECT NO.: 3333 BY WES
DATE: 811112006 T.M.: JSA
REVISED 12119120061 P M.: DOS
INTRODUCTION:
SUM:'Y ARY
O
Coklenest
& Stone
Land Planning 200 South Truon Street
Landscape Architecture Satre i 400
Chwtotte, Narth Caroliw 28202
Civil Engineenng Tel 704. 3.76. ' 555.
Ur[mn Design F, 704.376.7851
wwvcolerenert#ane cnnt
RY CALCULATIONS
Moores l?apEi Eta;( sire Cons;S`S Oi' a OCd ion G JCEry store bv't'? aS50clate+? Ketat? J(;tpa- "s on Moores Ci?aper
Roaditr A1C_ Tie elcstirrg site rs predominantly vvcoded and is spit througr two ;rlaior drainage features
wlhfc`r Jt t!et into a ?,^refl dprirte'u sm3ai-fi bed. Storm drair"tage systems .-vil/be provided in ',Mier,, to ?onve;y stor, dra'nage
on the site Yihich will iff er be routed thror.'gh a water quality,' detention pond. Water quality will be provided to treat the
nisi ' Of rairfaii' and storage for roth the 2-year 6Pout" and 'r 0-year 6hour storm events '???,( be provided on top of tl'e
per manant poor.
Calculations for storage requirements have been provided and are attached to illustrate that post-developr?lenr flow
rates will not exceed pre-development ffoav gates. Attacr,ed drainage area maps. curve number calculations; time of
cohicerrtration calculations. and design of the outlet structure for the permanant pond have all been attached.
DRAINAGE AREAS:
(see attached drainage area map)
Basin #1 Predevelo ed Drainag e Area= 11.86 acres 0.018531 s q. miles
Postdeve/o ed Draina ge Area= 11.86 acres 0.018531 sq, miles
SOIL TYPES:
(see attached soils map)
Basin #1 Area % Soil Type I Hydrologic Soil' Group
100 CeB2 B
CURVE NUMBER:
Predeveloped CN BASIN ONE
Cover Type Area SF % CN Md. CN
Woods (Fair condition-CeB2) 516621 1.00 60 60.00

Total 516621 60.00
Com osite CN 60.00 Use CN = 60
Postdeveloped CN (Future Parcel Buildout Assumed} BASIN ONE
Cover Type Area S % CM Wtd. CN
Paved parking lotslbuildings 341075 0.66 98 64.70
Open Space/Grassed Areas 175546 0.34 69 23.45

Total 516621 88.15
,Composite CN 88.15 Use CN = 88
(Future Buildout)
Page 1 of 1
MOORES CHAPEL RETAIL n Suite QOOT,?

PROJECT NO 3333
BY WEB ?/Id5(AFC A([?6?{YR Cfiarlotre North Caroilna 28202

704. 37
Gvd fm?namr4 Fear 7
04.376. 951
X
DATE. 01/00/00 T.M JSA 3 011@ u1fim ne r
REVISED PM. DDS PRELIMINARY CALCULATIONS
BASIN #1 TIME OF CONCENTRA TION
PRE-DEVELOPMENT
Pre-development Type: Sheet Flow
Flow Phase One Length: 100 ft
"N" Value: 0.4 from tables
Slope: 0.15 ft/ft
Com ted T' 9.7 Minutes
Pre-development T Shallow Concentrated Flow
Flow Phase Two Surface: u
Length: 95 ft
u=unpaved S1o e: 0.15 ft/ft
p=paved Velocit : 6.25 ft(sec
Computed T'_ 0.004 hr, or 0.24` Minutes
Pre-development T .• Open Channel Flow
Flow Phase Three Fength: 575 ft
ocity: 5 Wsec (assumed)
computed ' T': 0.032 hr, or 1.9 Minutes
Pre-development Time of Concentration
Total Flow Total T c . 11.9 Minutes
Summary La Time
T LAG ' 7.1 Minutes
T LAG =0.6 X T , T LAG - 0.12 Hours
BASIN #1 TIME OF CONCENTRATION
POST-DEVELOPMENT
Post-development Time of Concentration
Total Flow Total T. = 5.0 Minutes
Summary La Time
T LAG = 3.0 Minutes
T LAG =0.6 x T T LAG = 0.05 Hours
Page 1 of 2
!c! C! ?tCL Kl?! _- _ ?? I.?uf Planning aoa sw rywx r
_TN Ov! 3333 BY WEB Q,?J Ci ax--nuv«? nou H??MZn,o:
PROJEC
?? G Al E winrcrlna rn cos s i sss
DATE 08/11106 T M JSA & stow Mr .Dmyn ,,.JOB ?wua,
REVISED IZ Iq o PM DDS WATER QUALITY BASIN CALCULATIONS
WATER QUALITY REQUIREMENTS
To meet the Water Quality requirements, the procedure outlined in the "Stormwater Best
Management Practices" published by NCDENR will be used This guide gives the
required pond surface area and storage volume to meet an 85% pollutant removal
efficiency Also, the pond must detain the first 1" of rainfall and release this volume
over a period of 2 to 5 days Calculations for these requirements are as follows.
Surface area requirements
Drainage area to pond (Da)= sa Ac
Post-development impervious percentage
Average pool depth = 1 ;G It
Designed permanent pool elevation = a
From table 1.1 in the BMP guidelines the required Surface Area to Drainage Area
Ratio (SA/DA) for the average permanent pool depth shown above = ? 4
Required surface area = SA/DA 1100 x Drainage area= 0 28 Ac
Surface area of pond as designed at permanent pool elevation = 0.37 Ac
1 " rainfall requirements
Using the runoff volume calculations in the "Simple Method"
Rv = 0.05 + 009 (1)
Rv= 0.644 in/in
Volume = (Design rainfall) (Rv) (Drainage Area)
Volume = 1" rainfall x Rv in/in x 1/12 in/ft x Da =
This volume must be released over a period of 2-5 days
As designed pond areas.
Storage Volumes
Cumulative
Elevation Area(ac) Volume(ac-ft)
e94 J 3-27 0.00
395 C 73 ! 1 0.72
596 0 3232 1 51
397 0 58667 2.36
Interpolation to find elevation at which required storage volume is reached
Storage Storage
Elev volume area
694 0.00 0 67
Elev 0.64 0 73
697 2.36 0 89
Elev= 694.81
Storage elevation = 0 81 feet above permanent pool elevation
Determination of Orifice size for 2-5 day drawdown
a= 2A x sgrt(h) -Falling head equation
Ct(sgrt(2g))
a= Area of orifice
t= Time to drawdown
A= Average pond surface area
g= Gravity constant
h= Change in head
C= Orifice constant
Maximum orifice area =
a sqft
172800 sec
30500 sf
322 fUsA2
0 808830033 ft
06
0 065936684 sgft
0.64 ac-ft
or 27725 ftA3
Assume 2 day minimum
% AVERAGE PERMANENT POOL DEPTH,
Impervious 3' 4 5 g, 7 a y;
10 0 59 0 49 0.43 0.35 0.31 0.29 0 26
20 0 97 0.79 0 7 0.59 0.51 0.46 0 44
30 1 34 1 08 0 97 0.83 0 7 0 64 0.62
40 1.73 1.43 1 25 1 05 09 0 82 0 77
50 2.06 1 73 1 5 1 3 1.09 1 0 92
s0 2.4 2.03 1 71 1.51 1.29 1 18 1 1
70 2.88 2.4 2.07 1.79 1 54 1 35 1.26
72 2.98 2.48 2.13 1.85 1.6 1.4 1.35
80 3.36 2.78 2.38 2.1 1.86 1.6 142
85 3 55 2.94 2.52 2.22 1.99 1.72 1.55
90 3.74 3.1 2.66 2.34 2.11 1.83 167
anant_Pond SE
jft Ora
M Volume
Elevation Area
mal f Area j Vol
ac
j -M vo?me

? n
5 44-4 0 3316 0 0 0000
551 16341 0.3752 1 15369 ! 0.3!$28
852 '?'-a 0.4204 32671 0.7500
693 23313 0.5421 53558 1.2295
6r'4 0 5727 79938 1.8351
'095 33154. 0.761-1 1itY16 25503
:SF.r,0 0.3232 145579 3 3420

i

Average Pool Depth = 4.0597
Maximum orifice size = 3.48 inches (2 day drawdown)
V(a??
?aa t •3h,?a ?mma rY
=1?
?: `,SDSzpq,D_?,3333\,Enginoeri:
g\ 2 page
YS,?bmit?al_121o^aoak o
. __ppN
rerNO "?A?1?R DESIGN STORM SVM?Rt
Y? J`orm Col ?-•;-:
1 -10': 210, 50
Total
Return Event Depth
------- In Rainfall
2 Type
10 2'2800 ---- RNF
r 50 3 7200 ?lme-Depth Curvo ID
/ 24 HR 4.9200 Time-Depth Curve 6-Hr 2 yr
2.5800 SYn th IDD eP
th Curvo 6-Hr 10 yr
ti
e c Curve 6-Hr 50 Yr
TYAe22 24hr?
MASTER NETWO
sCS Unit RX SUMMARY
Hydrogra utf (Trun= HYG Trunca? oD: Blan - +Node Di er hod
k None. slon;l
L=Left; R=Rt; LR=Left&Rt)
r, ?,
-'Node ID Return
*DUT 10 ----- ---- Type Event
*OUT 10 JCT --
*OUT 10 JCT 2
*OUT 10 JCT 10

JCT 5
0
S
UBARE 1
A 10
SUBAREA 10 AREA
SUBAREA 10
CSUBAR
E AREA
AR
A 10
- EA
AREA
SIN: AAY ??
XY?TJS P2 69
Pondpack (10.CO.Oi6.00
HYG Vol ?A
ac-ft Trun
•116
.622
1.241
.194
QPeak
hrs
3.3500
3.2000
3.2000
12.1000
2
10 •116
50 •622
1 1.241
-194
3.3500
3.2000
3.2000
12.1000
QPeak
cfs _
1.09
9.98
22.02
1.31
1.09
9.98
22.02
1.31
Max WSEL
- ft
150- -t?j
Max
Pond Storage
- ac-f.
Ago,%
38 pvl
Cc' e,T
.,enest a
Store
T Yp
- ?a7
^iame. • c°
• O?E?4EA i3
r'?e• p
P:ASDSKPROJ\3333\Eaginee<ing\03 C,? age -
YSubmittai 121905\PondPac\ore.apW
1LE Or CONCENTRAT ON CAiCUiATOR
Segment #1: T^; G'sQr O°finAd --------------------------------------
----`_---------- Seg*nent #I Time:
•1983 hrs
Total Tc
• 1983 hrs
J /N' AAYXYWJ5P25
PondPaox (10.00.015 00
6:42 °M C
`71'?J(?!10S f
& s- e
12/20i?n
-- ?J-Are3
?13i?ie .
•- S73AR?A
i?
Pa 3e
-tee 2:v3DSXPROJ\3333
\En41neering\03 C1
_ =YSubml--a'_1219-6\PondPak\Ar=_.cpw
R' NOFF CliRVE NUMBER DATA
Soli/Surface Description
----------------------
Woods, Fair Condition ---------
Impervious
Area Adjustment
CN acres Adjusted
---- --------- "°'JC N
60 11.80'0 ----- C
----- ------
00
COMPOSITE AREA & WEIGHTED CN --->
................. 11.800
............... ......................60:00 i60) .
S/N: AAYXYWJ52269
PondPac.k (1;;.00.016.00?
6:42 PM
C01eJene
s- & 3-One
12/20/20n6
YP-2. . . . ?ast2? ?ie?w0 _:{ Su Ram
Name....Aste_ rf
shed o .
33e 2.31
--`-•... ?:'.SDS[?PROJ\3333`.Engin?_?-i- A
^g,03 -tySubmittali 2-906',PondPa;k\po;_.oow
!`TASTER DESIGN STORM SUMMARY
Network Storm Collect-;on:
Total
Depth
Return Event ;r Rainfall
------------ ___n ---- Type RD1F ID
2
10 2.2800 Time-Depth Curve -------
10 Time-Depth Cur 6-Hr 1 _ yr __
50 4.9200 Ve 6-Hr 10 Tim yr
?24 HR 2 . 58(j0 '-Depth Curve 6-Hr 50 yr
synthetic Curve
Typell 24h r3 -MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall;
iTrun= HYG Truncation: +Node=Diversion;)
Blank=None; L=Left; R=Rt; LR=Left&Rt)
Return.
Node ID HYG Vol
--___-_ 'Type Event ac-ft Qpeak Qpeak Max WSEL
*OUT 10 Max ------ Trun Pond Storage
JCT -- --------- ac-ft
*OUT 10 .136 R cfs f
---r---
*OUT 10 JCT 10 1 5.6500 28 ------------
* JCT 50 2.449 R 4.0500
OUT 10 3.567 R 4.55
JCT 1 1.400 3.6000 11.93
POND 10 R 19.1000 29
IN POND 2
POND 10 IN POND 10 1'250 3.1000 37
POND 10 -IN POND 50 2.533 3.1000 12
POND 10 3.654 64.32
IN POND 1 1.507 3.1000 87.54
POND 10 11.9000 27.27
OUT POND 2
POND 10 OUT POND 1.186 R 5.6500
POND 10 10 2.449 R •28 695.60
OUT POND 50 4.0500 -? 1.182
POND 10 OUT POND 3.567 R 3.6000 `? 696.44 1.877
1 1.400 R
19.1000 11.93 697.07 1
_ 695 64
-------- .218
Edj
SIN: AAYXYWJ5P269
Pondpack (10.00.016.00)
13 PM
ColeJen, S- & Stone
12. 20!21'06
I/:7c..... Master Net
'N 'fir:{ J'..:IPI??.d rJ
?age 7 2
^I3me. Watershed
Elie.... ?:A3oSKP?OJ\3333\En neerin
g' g\03_CityS,?bm?t?ai_12i90o"?.?ond?sk??os=.pocv
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall; +Node=Diversion;'
Trun= HYG Truncation: Blank=None; L=Left; R=R LR=Le` &Rt

Node ID
Type
---- Return
Event
---- HYG Vol
ac-ft Trun
hrs

SUBAREA
SUBAREA

SUBAREA
SUBAREA
10
10

10
10
AREA

AREA
AREA
AREA --
2

10
50

1
----1.250 --

2.533
3.654

1.507
---------
3.1000
3.1000

3.1000
u
11.9000
Max
Qpeak Max WSEL Pond Storage
cfs
ft
ac-ft

37.12 --- - -----------
87.54
27.27 4i :r ®a?1r4C
SIN: AAYXYW:52269
PondPack ;10.C0.016.00i ColeJenest & Stone
0:57 PM
12/20/2006
,/- .... __ -ai:73
flame.... SU3AREA iJ
age .,.
-?1e.... P:A3-SKPROJ\3333\Engineering\03_Citysubm,ctal 121906',?cndPak\oo5 t.ppw
...................:::::::::::::::::::.
................
...............
.......................
`".E OF CONCENTRATION CALCULATOR
Segment 41: Tc: User Defined
Segment #1 Time: .0833 hrs
----------------------------------------
Total To: .0833 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
S/N: AAYXYWJ52269
Co'_eJenest & Stone
23nd2ack ;10.00.616.00) 6:58 PM
12/20!2006
:ice. . . . R'ano_- :N-Area
`lame.... S:3ARZA 10
?aqe O. _
-' P:\SDSKPP rie
OJ\3333,Eng,.nee g\03__-itySubmj t7a__i21 _905"•,PondPa'.c\post.ppw
RUNOFF CURVE NUMBER DATA
Soil/Surface Description
--------------------------------
67.98 % IMPERVIOUS
Impervious
Area Adjustment Adjusted
CN acres %C %UC CN
---- --------- ----- ----- ------
89 11.860 89.00
COMPOSITE AREA & WEIGHTED CN ---> 11.860 89.00 (89)
SIN: AAYXYWJ32269 ColeJenest & S`one
PondPaclC (10.OC.016.00; 6:58 PNI 12/20/2006
Tj/De... . J',?_-e= iqp,_t? Da--a
N 3.LLe. 'J U x-27
Fi1e.... P:ASDSKPROJ\3333\Engineering\03 CitySubmittal 12i9C6APondPa:c\pos?.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 694.OC ft
increment = .50 ft
Max. Elev.= 698.00 ft
OUT7ET CONNECTIVITY
---> Forward Flow Only (Upstream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
<---> Forward and Reverse Both Allowed
Structure
-----------------
Weir-Rectangular
Inlet Box
Orifice-Circular
Culvert-Circular
TW SETUP, DS Channel
No.
---- Outfall
------- E1, ft
- E2, ft

W1
---> Cl --------
695.650 ---------
698.000
R1 ---> Cl 697.000 698.000
01 ---> Cl 694.000 698.000
Cl ---> TW 690.000 698.000
Pag 13..,_
S/N: AAYXYWJ52269
PondPack (10.00.016.00)
7:14 PM
ColeJenest & Stone
12/20/2006
dame.. . . 1
'3age 13.'--'
--_.... P:?SDSKPROJ\3333\Engireering\03_Ci_ySubmi?tdl 12190o`,Pond?ak\post.ppa
OUTLET STRUCTURE INPUT DATA
Structure ID
Structure Type
--------------
# of Openings
Crest Elev.
Weir Length
Weir Coe-ff.
W1
Weir-Rectangular
----------------
1
695.65 ft
2.00 ft
3.200000
Weir TW effects (Use adjustment equation)
Structure ID = R1
Structure Type
---------- = Inlet BOX
--------
# of Openings ------------------
= 1
Invert Elev. = 697.00 ft
Orifice Area = 16.0000 sq.ft
Orifice Coeff. _ .600
Weir Length = 14.00 ft
Weir Coeff. = 3.000
K, Reverse = 1.000
Mannings n = .0000
Kev,Charged Riser = .000
Weir Submergence = No
Structure ID = 01
Structure Type = Orifice-Circular
------------------------------------
# of Openings = 1
Invert Elev. = 694.00 ft
Diameter = .2500 ft
Orifice Coeff. _ .600
SIN: AAYXYWJ5P269 ColeJenest & Stone
PondPack (10.00.016.00) 7:14 PM 12/20/2006
Type.... Outlet Inpu: Data
Name.... Ou.._et 1-0
Page 13.33
File.... P:ASDSKPROJ\3333\Engineering\05_City Sl.<bmittal_030707\PondPak\post.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = C
Structure Type =
----------------- Culvert-Circular
--
No. Barrels = ----------
1 -------
Barrel Diameter = 2.0000 ft

Upstream Invert
690.00 pp
ft) l??S+lcaw? (?°?7'?! y?sa?
Dnstream Invert 689.75 ft
Horiz. Length = 50.00 ft
Barrel Length = 50.00 ft
Barrel Slope = .00500 ft/ft
OUTLET CONTROL DATA ...
Mannings n = .1300
Ke = .5000 (forward entrance loss)
Kb = 1.241094 (per ft of full flow)
Kr = .5000 (reverse entrance loss)
HW Convergence = .001 +/- ft
INLET CONTROL DATA...
Equation form = 1
Inlet Control K = .0098
Inlet Control M = 2.0000
Inlet Control c = .03980
Inlet Control Y = .6700
Tl ratio (HW/D) _ .000
T2 ratio (HW/D) = 1.304
Slope Factor = -.500
Calc inlet only = Yes
Use unsubmerged inlet control Form 1 equ. below TI elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at T1 & T2...
tAt t T1 Elev = 690.00 ft ---> Flow = 15.55 cfs
T2 Elev = 692.61 ft ---> Flow = 17.77 cfs -7
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES
...
Maximum Iterations= 40
Min. TW tolerance = .00 ft
Max. TW tolerance = .00 ft
Min. HW tolerance = .00 ft
Max. HW tolerance = .00 ft
Min. Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs

SIN: AAYXYWJ5P269
ColeJenest & Stone
PondPack (10.00.016.00) 12:28 PM 3/7/2007
695.4r
I
695.2-
695.0 7 I
v E
694.8
w
694.6 t t
694.4
I
694.2
694.0
0 10
Elev. vs. Time
POND 10 OUT

20 30 40 50 60
Time (hrs)
2

70 80 90 100 110
Elev. vs. Time
POND 10 OUT 10 7e
696.4, 696.2r
696.0
695.8 r 1 °?
695.6
1 ?
695.4
w 695.21 695.0
694.8
t
694.6 f I
694.4r
694.2
694.0 r
0 10 20
30 40 50 60 70 80 90 100 110
Time (hrs)
697.0-
696.0
a?
695.0 r
t
694.0 e
0 10 20
Elev. vs. Time
POND 10 OUT

i

30 40 50 60
Time (hrs)
50?

70 80 90

100 110
tiev. vs. i ime
POND 10 OUT 24 HR
695.6+-
j
695.4
w
695.2
695.0
w 694.8 ;-
EE
694.6 1
t
694.4
fi
694.2
694.01 -k-
0 10

20 30

40 50 60 70 80 90 100 110
Time (hrs)
S' MIN.
ELEV 696.75 f _f
TOP OF BERM
PERMANENT POOL
3- WATER QUALITY/ 1
ORIFICE /
OUTLET TOP
2

1
' HORIZ. ORIF.
6
x6'x1' ANTI-SEEP
tY
MIN LITTORAL SHUF
2
COLLAR (TYP OF 2) 11 min
24.. RCP
_
.. ??.. POND BOTTO"
1 1:7
NOTE: L 6 FOR BEDDING REQUIREMENTS
CUTOFF TRENCH TO EXTEND ACRO SEE PIPE MANUFACTURER
THE FOUNDATION PARALLEL TO THE CENTERLINE AND COORDINATE WITH CJS
AND UP THE ABUTMENTS TO ELEV.
11 -?1 RIPRAP FILTER

POOL ELEVATION
2
11 min 1
MAIN BASIN
FLEV 990
,
POND UOTTUMNW
LITTORAL SHELF- 12' MIN (2) B• FOREBAY DRAINS
WITH SLUICE GATE FOREBAY
OR VALVE
WATER QUALITY BASIN SECTION 9
41r dr NOTCH WEIR
(TIP) Cam) 3* INLET
IS ANGLE OR
IFICE
.. .. . 1r
I-- B•SS ANCHOR :... -
_ .... .
_.
? BOLT EPOXIED tY AW. ?
IN PLANE LABBCCESSER I
a:, L
c
SS ANGLE OJPS
(TVP OF 6)
ANCHOR DETAIL za• RCP
i oU1LET PIPE
?QQ
' 2rdr NOTCH MR

CONTRACTOR SUSRR SHOP
YYY ORAWWIGS TO G4 PRIOR TO
FABWCAOON.
tPERMAMENT PERMANENT PLAN VIEW
POOL 664.00
s ORIFI
CE TOP POOL
10' SCH 40 PVC c'
4• 6'x
6' 4'
VALVE VAULT
.

ALUMINUM STEPS
iWALL
UV7272
°R?
SPACED TY aG a
2nd CONCRETE PLACEMENT z
AFTER 80X IS ANCHORED
IN PLACE t NOTE
tY CONTRACTOR TO ENSURE THAT OUTLET

. '
' •
-
- BOX IS gT IEWL AND FLUSH WITH SURFACE
. • ?
. .
.. - s
: OF BASE F0071N0 TO PRONOE UNIFORM

~ •.. .
m : BEARING GROUT IF NECESSARY.
a:r A- ?.? ALL ORIFICE OPENIMM AND PIPE OPENIMM
9-a BARS-L"
012 GC E.W.
SECTION VIEW
L B.00'
w
INTO THE OUTLET STRUCTURE SHALL BE
SEAIEO LEAK TIGHT. USE •UNI6FAL•
MECHANICAL SEALS FOR ALL PIPES 24•
AND SMALLER.
OUTLET STRUCTURE PLTS ( 2
2'-O'MIN. 2 YEAR FLOW

WIDTH
RIP RAP BERM STRUCTURE
AND WEIR
70P OF BERM TOP OF BERM
?
C?', _:.a._TOP OF WEIR PERMANENT PO -- - -? PERMANENT P006
TOP OF WEIR

1'-0' ABOVE FOREBAY BOTTOM ATERIAL
P
FOREBAY DRAIN WITH ATER TY ORIFICE
SUGGESTED VALVE.

BERM AND WEIR SECTION 0.5 R SLOPE MIN.
BERM AND WEIR DETAIL
WATER QUALITY ORIFICE DETAIL
MAINTENANCE ACCESS
5'-0' MIN
50 YEAR EVENT -
STORMWATER STORAGE
TEMPORARY
STORM INLET ?
12 LITTORAL
ENERGY DISSIPATOR 2.1 SLOPE STAB
TO POND BOTTOI
NQgg SEDIMENT I
1. GEOTEXTILE LINER SHALL BE REQUIRED
IF EXISTING SOILS ARE PERMEABLE OR
AN ADDITIONAL ANALYSIS MUST BE
SUBMITTED TO VERIFY THAT WATER
LEVEL CAN BE MAINTAINED.
OUTLET STRUCTURE NTH TRASH
RACK. 6" MIN. FREEBOARD
FROM TEMP. POOL ELEV.
RIP RAP BERM INVERTED WATER -
AND WEIR CUSS QUALITY ORIFICE
B RIP RAP 15' LOCATED THIS SIDE
SEE DETAIL
MIN. DEPTH.
PERMANENT POOL -7 6' MIN. FliEEBOAI

6' FREE BOAR MAINTENANCE ACCESS
5'-0' MIN.
LITTORAL SHELF W/ WETLAND-7
PLANTINGS, 12' MIN. WIDTH /
ANTI-FLOATATION PAD
FOREBAY DRAIN WITH L BACK OF OUTLET STRUCTURE
SUGGESTED VALVE. LOCATED AT TOE OF 6:1 SLOPE
0.5 S SLOPE MIN. MAIN POND
WEIR
DUCTILE IRON EMERGENCY
DRAIN PIPE WITH SLUICE
GATE OR VALVE (OFFLINE
FROM OUTLET AND LOCATE
VALVE IN BERM) 0.5 XXX
SLOPE MIN.
BEST MANAGEMENT PRACTICES (WET POND)DETAILS OA D am. mi- #mm KTa (12
ACCESS CESS AT TOP OF BERM
5 FOOT MAINTENANCE LL BERM SLOPES TO BE
AROUND PERIMETER OF POND. STABILIZED WITH GRASS.
•? 3:1 SLOPE - i?-? 3:1 SLOPE
-1 SLOPE :'.SOE
t
RIP RAP IN r + s ?• ?- i • r I
PROTECTION
:.?
OR INLET PIPE •• ? 'PERMANE]'1T- POOL --' R15FR. ^ '- : -; •
SEDIMEN y?/?`•IOOD ?'Gk SDE OUTFALL PROTECTION
Sf- AM. WITi{,SUGGE$TED,VAtQE TEt/SH'.RACZC AR OLDS (20.23)
"__? t Y • ":r ?• "SLOP •
WETLAND PLANTING ON , (v? - t1\. :,.:: f
12 FOOT 8:1 LITTORAL iy 4a . . -:
q a +?? + ER CY DR 1
SHELF AROUND PERIM
_? _ ??\ ' • + • s •i VALVEIN BERM
iff ?r 0 \ t' _ EMERGENCY SPILLWAY
UFO BE LINED AND STABILIZED
fT (10 INIMUM LENGTH)
"14( u TIONAL• OUTLET STRUCTURE "14( Sp f MAY BE DESIGNED AS 50 YEAR
SDE OVERFLOW IN UEU OF EMERGENCY
OND MAINTENANCE INFORMATION
MUST BE POSTED AT SITE WETLAND PLANTING ON
12 FOOT 6:1 LITTORAL
SHELF AROUND PERIMETER
(FOR SECTION VIEW REFER TO 20.318)
NOTES.
1, WETLAND PLANT SPECIFICATIONS H.A.R.P. SELECTION AND PLANTING
2. A STORM DRAINAGE EASEMENT (SDE) MUST ENCOMPASS
THE WATER QUALITY FACILITY (BMP). AN EASEMENT
MUST BE SHOWN 10 FEET FROM TOP OF BERM OR 10
FEET FROM TOE OF SLOPE FOR THE FACIUTYS
EMBANKMENT (BERM), WHICHEVER IS GREATER.
3. AN ACCESS MUST BE SHOWN TO PROVIDE EGRESS FOR
MAINTENANCE (VIA EASEMENT OR PUBLIC RIGHT OF WAY).
4. ALL STORM DRAIN LEADING TO AND FROM FACILITY SHALL
HAVE APPROPRIATE STORM DRAINAGE EASEMENTS (SDE).
5. BENCHMARK AND CLEANOUT DEPTH REFERENCED ON
PLAN FOR FOREBAY.
BEST MANAGEMENT PRACTICES (WET POND) CNLD MD. DTL X20= MTB( 11
STORM DRAINAGE SYSTEM
0
Cokienmt
& Stone
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street
Suite 1400
Charlotte, North Carolina 28202
Tel [phone]
Fax [phone]
www.colejeneststone.com
Scenario: Base
Combined Pipe%Node Report
Upstrea
Node ownstrea
Node Length
(ft) pstrea
Inlet
Area
(acres) Upstream Inlet
Rational
Coefficient Upstream
Inlet
CA
(acres) Upstream Inle
Rational Flow
(cfs) t Section
Size Average
Velocity
(ft/s) pstrea
Invert
Elevation
(ft) ownstrea
Invert
Elevation
(ft) onstructe
Slope
(ft/ft) Total Flow
(cfs)
CI-A4 CI-A3 159.00 0.47 0.90 0.42 3.00 36 inch 8.49 712.96 711.96 0.006289 48.76
CI-A19 CI-A4 54.00 0.25 0.91 0.22 1.58 24 inc 8.06 716.50 715.90 0.011111 15.36
CI-A20 CI-A19 162.00 0.04 0.79 0.03 0.22 24 inch 7.76 718.42 716.70 0.010648 13.97
CI-A21 CI-A20 20.00 0.19 0.95 0.18 1.28 24 inc 5.73 718.72 718.62 0.005000 13.78
CI-A22 CI-A21 18.00 0.46 0.95 0.44 3.10 24 inch 5.64 719.02 718.93 0.005000 12.56
CI-A23 CI-A22 82.00 0.44 0.95 0.42 2.96 21 inch 5.24 719.88 719.47 0.005000 9.64
CI-A24 CI-A23 56.00 0.07 0.95 0.07 0.47 18 inc 4.68 720.61 720.33 0.005000 6.05
CI-A25 CI-A24 64.00 0.21 0.95 0.20 1.41 12 inc 5.24 722.00 721.31 0.010859 2.93
CI-A3 MH-A2A 105.00 0.25 0.95 0.24 1.68 36 inc 7.47 711.96 711.44 0.004952 49.93
MH-A2A MH-A2 79.00 N/A N/A N/A N/A 36 inch 17.64 711.24 708.00 0.041013 49.63
AD-A26 CI-A25 63.00 0.12 0.95 0.11 0.81 10 inch 4.58 723.38 722.37 0.016032 0.93
AD-A27 AD-A26 58.00 0.02 0.95 0.02 0.13 8 inch 1.79 724.03 723.74 0.005000 0.13
DI-A5A CI-A5 43.00 0.69 0.95 0.66 4.65 18 inch 2.91 714.00 713.79 0.005000 5.14
DI-A17 CI-A14 31.00 0.42 0.95 0.40 2.83 15 inch 8.98 726.25 724.95 0.041774 3.35
CI-A15 CI-A14 22.00 0.10 0.95 0.10 0.67 10 inch 3.23 725.48 725.37 0.005000 1.48
CI-A16 CI-A15 97.00 0.13 0.90 0.12 0.83 8 inch 2.79 726.33 725.85 0.005000 0.83
CI-A12 CI-A11 23.00 0.20 0.95 0.19 1.35 10 inch 120 721.17 721.05 0.005000 1.35
CI-A11 CI-A8 53.00 0.25 0.95 0.24 1.68 21 inc 4.37 719.93 719 59 0.006604 3.02
CI-A9 CI-A8 29.00 0.14 0.95 0.13 0.94 12 inch 7.68 721.20 720.34 0.029828 2.84
CI-A10 CI-A9 22.00 0.28 0.95 0.27 1.91 12 inc 7.59 722.25 721.40 0.038636 1.91
CI-A14 CI-A8 220.00 0.18 0.95 0.17 1.21 15 inc 8.11 724.75 720.09 0.021227 5.95
DI-A13 CI-A8 33.00 1.55 0.95 1.47 10.43 24 inc 5.59 719.50 719.34 0.005000 12.05
CI-A8 CI-A5 252.00 0.16 0.95 0.15 1.08 24 inch 11.11 719.14 714.20 0.019583 24.32
CI-A5 CI-A4A 23.00 0.17 0.90 0.15 1.08 24 inch 9.56 713.59 713.47 0.005217 30.05
CI-A4A CI-A4 21.00 0.15 0.95 0.14 1.01 36 inch 7.25 713.27 713.16 0.005238 30.98
MH-A2 MH-A1A 29.00 N/A N/A N/A N/A 36 inch 22.97 700.46 698.00 0.084828 49.53
MH-A1A FES-A1 27.00 N/A N/A N/A N/A 36 inch 7.73 694.14 694.00 0.005185 49.50
Title: 3333-Food Lion
Project Engineer: JG
p:\...\stormcadlstorm a.stm
StormCAD v5.6 [05.06.007.00]
03/07/07 11:38:45 AM 0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 1 of 1
Scenario: Base
Combined Pipe%Node Report
Upstrea
Node ownstrea
Node Length
(ft) pstrea
Inlet
Area
(acres) Upstream Inlet
Rational
Coefficient Upstream
Inlet
CA
(acres) Upstream Inlet
Rational Flow
(cfs) Section
Size Average
Velocity
(ft/s) pstrea
Invert
Elevation
(ft) ownstrea
Invert
Elevation
(ft) onstructe
Slope
(ft/ft) Total Flow
(cfs)
CI-B5 CI-134 121.00 0.47 0.95 0.45 3.16 15 inch 5.20 719.25 718.65 0.005000 6.38
CI-64 CI-63 72.00 0.07 0.95 0.07 0.47 15 inch 8.69 718.44 716.75 0.023542 6.75
CI-B3 MH-B2 21.00 0.89 0.95 0.85 5.99 18 inch 8.10 715.80 715.50 0.014286 12.42
CI-B7 CI-66 38.00 0.22 0.95 0.21 1.48 15 inch 1.21 719.98 719.79 0.005000 1.48
CI-66 CI-65 109.00 0.29 0.95 0.28 1.95 15 inch 2.76 719.79 719.25 0.004954 3.38
CI-E4 CI-E3 55.00 0.04 0.95 0.04 0.27 15 inch 2.02 716.27 716.00 0.004909 0.27
CI-E3 CI-E2 38.00 0.05 0.95 0.05 0.34 15 inch 2.57 715.80 715.61 0.005000 0.60
CI-E2 CI-E1 47.00 0.12 0.95 0.11 0.81 15 inch 3.29 715.61 715.37 0.005106 1.39
CI-E1 MH-B2 251.00 0.02 0.95 0.02 0.13 15 inch 3.34 715.17 713.91 0.005020 1.51
MH-B2 MH-BIB 50.00 N/A N/A N/A N/A 18 inch 7.75 713.71 713.45 0.005200 13.70
MH-B1B MH-131A 86.00 N/A N/A N/A N/A 18 inch 18.03 703.09 694.29 0.102326 13.65
MH-B1A FES-B1 18.00 N/A N/A N/A N/A 18 inch 7.71 694.09 694.00 0.005000 13.62
Title: 3333-Food Lion Project Engineer. JG
p:\...\stormcad\storm b.stm
StormCAD v5.6 [05.06.007.00]
03/07/07 12:20:26 PM 0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 1 of 1
Scenario: Base
Combined Pipe%Node Report
Upstream ownstrea Length Upstream Upstream Inlet Upstream Upstream Inlet Section Average Upstream ownstrea onstructe Total Flow
Node Node (ft) Inlet Rational Inlet Rational Flow Size Velocity Invert Invert Slope (cfs)
Area Coefficient CA (cfs) (ft/s) Elevation Elevation (ft/ft)
(acres) (acres) (ft) (ft)
DI-C3 DI-C2 321.00 0.11 0.95 0.10 0.74 36 inch 10.49 717.53 714.45 0.009595 60.43
DI-C4 DI-C3 153.00 0.02 0.95 0.02 0.13 18 inch 12.25 734.95 729.85 0.033333 16.92
EX-C3A DI-C3 110.00 8.16 0.75 6.12 43.37 36 inch 27.30 734.50 717.73 0.152455 43.37
EX-C4A DI-C4 149.00 3.97 0.60 2.38 16.88 18 inch 13.26 741.15 735.15 0.040302 16.88
DI-C2 MH-C1A 158.00 0.17 0.95 0.16 1.14 36 inch 11.44 714.25 712.40 0.011709 60.66
MH-C1A FES-C1 47.00 N/A N/A N/A N/A 36 inch 8.52 712.20 711.96 0.005106 60.26
Title: 3333-Food Lion Project Engineer JG
p:%...kstormcad\storm c.stm StormCAD v5.6 f05.06.007.001
03/07/07 12:21:49 PM 0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 1 of 1
Scenario: Storm System D
Combined Pipe%Node Report
Upstrea ownstrea Length pstrea Upstream Inlet Upstream Upstream Inlet Section Average pstrea ownstrea onstructe Total Flow
Node Node (ft) Inlet Rational Inlet Rational Flow Size Velocity Invert Invert Slope (cfs)
Area Coefficient CA (cfs) (ft/s) Elevation Elevation (ft/ft)
(acres) (acres) (ft) (ft)
MH-A5 FES-D6 18.00 N/A N/A N/A N/A 15 inch 4.01 726.09 726.00 0.005000 3.14
CI-D6 MH-A5 105.00 0.02 0.95 0.02 0.13 15 inch 5.24 727.34 72629 0.010000 3.17
CI-D7 CI-D6 42.00 0.13 0.95 0.12 0.88 15 inch 6.03 728.17 727.54 0.015000 3.05
CI-D8 CI-D7 217.00 0.33 0.95 0.31 2.22 15 inch 6.59 733.65 728.37 0.024332 2.22
Title: 3333-Food Lion Project Engineer' JG
p:\...\stormcad\storm d.stm StormCAD v5.6 [05.06.007.00]
03/07/07 12:23:04 PM 0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 1 of 1
PROJECT 3333 BY: WEB Icot K4? rMgMrn
DATE: 10103/06P.M. . ? 1 1 ub,,, p,ip ""P
REVISED: 03707107 M.P.: SPR
F ! Tff SITY m ?.0p ! R ALLOWABLE D FQRVA " Y U ?.8.
VIP! UNCIJ
SURFACE "Q" SLOPE - --
- -
_
GOFER- rUd,
TOM4 _
LQNQ
A _,_ ?
$1 L INLET
19YP SS
? lND1CATE

in *

r7

a A. lJ

ar 7c??
.
s wnl
_-
sr
3PRFAA SP
OEHT}I f DEPTH f
911)
TO
3UMP
-
=Sl OR __
INLET* , •nousLE-

CI-A12
CI-A11 O.96 .76
.95 0.76
0.95 0.0200
0.0200 0.02080
0
02080 23.5
23
6 0.65
0
74 5.57
6
06 0.12 0.11 SINGLE

CI-A5
.65
0.65
0.0260 .
0
02080 .
23
5 .
0
54 .
4
99 0.13 0.21 DOUBLE

CI-A4A M
.57
0.57
0.0260 .
0
02
080 .

23
5 .

0
50 . 0.10
0.11 NGLE
SI

CI-A8
.61
061
0.0260 . . . 4.76 0.10 0.07 SINGLE

CI-A9
.53
0.53 0.09 SINGLE

IA15
38
0.38
0.0200
0
02080
23
5
0
42
4 0.01 SINGLE

CI-A14
0.18
0.95
0.66
0.68
0.0260 .
0
02080 .
23
5 .
0
56 .30 0.09 0.00 SINGLE

CI-D8

0.3
3
1.25
0.0220 .

0
0208 .

23
5 .

086 5.10 0.11 0.13 SINGLE

CI-D7
0.13
0.0280 .
0
02080 .
23
5
0
45 6.60 0.14 0.39 DOUBLE

CI-D6
0.02
0.0280 .
0
02080 .
23
5 .
0
14 4.45 0.09 0.05
SIN
CI-86 0.29 M 0
0330 .
0
02080 .
26 .
0
77 2.21 0.05 0.00 SIN
CI-87 0.22 .
0.0330 .
0
02080 26 .
0
65 5.83
5
26 0.12 0.33 SIN
. . . 0.11 0- Sib

r
IV MORES CHAPEL RETAIL -1? L4w Pwiling 2005,W, Tlyp" 1mr?
PROJECT NO.: 3333 BY. WEB ? t le CQIel lleSt LanAsu?pe Architecture tle 1 r. Nonh ,om;a ssaoz
DATE: 12119106 T.M: &'$'tOtl@ Civil Engineering Tel7c)4704.376 ? 55'
REVISED: P. M.: UrbAnDeslgn wwWf;,.?:wm
10 Year Intensity (i) = 7.03 in/hr
Runoff Coefficient = 0.95
Time of Concentration= 5 min.

Weir Eq.: Depth = [Surface Q/(3.3*P)]^(213)
P of Std Droo Inlet Grate = 6.94 ft.
Orifice Eq.: Depth = [Surface Q/(0.6"A*64.4^(112))]^2
Oven Area of Std DroD Inlet Grate = 3.66 soft.
Surface Depth Depth
_
Drainage Flow to Inlet Pie Outlet Pipe W/ Weir w/ Orifice Required
Dro Inlet area .acres Inlet cfa 31ze in S(,ze In E uatlan ft E y#t/on Depth

Di-A5A 0.69 4.6 18 18 0.34 0.068 0.34
DI-C2 0.17 1.1 36 36 0.13 0.004 0.13
DI-A13 1.55 10.4 24 24 0.59 0.345 0.59
DI-C3 0.11 0.7 18 36 0.10 0.002 0.10
DI-A17 0.42 2.8 15 15 0.25 0.025 0.25
DI-C4 0.02 0.1 18 18 0.03 0.000 0.03
x based on UMLUS 61 U. 2U.1:3 & 2U.14
I
~ ~ ~ ~ ~
1F ~ I~ i IR i to i hn i I~~ ~ _ I~~ ~ I~~ i hd i hs i Ira i i
PI PROPOSED MOORES CHAPEL MOORES CHAPEL ROAD (S.R. 16 ROAD IMPROVEMENTS
RI PI PROVIDED BY KIMLEY-HORN 1620) PROPOSED MOORES CHAPEL ROAD IMPROVEMENTS
U ~..r..._ , . AI ..........4_.X AND ASSOCIATES ~ R/W VARIES PROVIDES BY KIMLEY-HORN AND ASSOCIATES
-,..~,,,4~. ~ : 75 STO ~ RA „ ~ GE ~ ~
65 ~ t TAP N.. _....,,.,..,~,w. „m ~ ER ~w r ~ ~ i , . - uo
.w...~+~ 'w'~ 1
f r / . , N , ex... Zzo~ a I ' T DER . - - - - - - -
/ 1~0' !AY TMER O N
sT~?c~ ~ ? t 50 150 STORAGE ~5.
..,..o,....~._..,.................,~~. _ ~ 25' = - - - - - - 50' S0' 25' - - - - -
, i ~ i
. a r , ~r i
~ ~ ~ _ , ,
1 ~ r~ ~ PROPOSED 8' PLANTING i 00
l ~ f f STRIP ZONING BOUNDARY z~ f~~ i 0000
PROPOSED TY PE III f.., ,t M M g DRIVEWAY CMLDS 10.2 g~ RS~S PROPOSED 6' SIDEWALK ~1 O' 00 sum"
PROPOSED MOOR ES CHAPEL SE D TAI E E L1 Cfi03 ROAD IMPROVEMENTS Q` r ~ e ~ E?(IS"TING' R{GHT OF' WAY/ ~ ~,,n r ~ gad Ya ~ , M M
PROVIDE - D BY KIMLEY HORN SEE SHEET C109 F R 0 ' a M '!,'1 I l~~ .2 TK ,k,.'. ~ ,.~f,~ a . ~ M a . ~ ~ ..~,~r=.~l''~~~ ~ "'~~~~S;.xfiTV``' ~E"'~ ~f2(~VIDECD ~ ~ ~ '4 EXfSTING~}~I~FIT'~.. ~ +T=;:~ ~ /~~i
AND ASSOCIATES ,~,I~,I W6-50 WH ~ , . , EELPAT , ~I~ 'F I~,~ I ~.:f 1 s~~~'~~ ~ ` \ PER CATS STANDARD
ANALYSIS 1,,1 ~ I.~;r.,, . ...I I.," ~ , ~ 1;:I ~+...9: ~ 60.04(A); SEE NOTES PROPOSED KENDALL DRIVE ~ / Ln
,r;. - 10X70 a 10'X70' SIGHT 10'X70' SIGHT 6/C606.1 IMPROVEMENTS PROVIDED ,g / ~ BY KIMLEY-HORN AND ~ ~ 00
TRIANGL ~ a : , . ~ 35 X35 TRIANGLE, TYP. ~ I TRIANGLE. TYP. CATS 5X10' SHELTER ASSOCIATES DES TO BE PROPOSED PEDESTRIAN / ~ , ~
~V ;k~;. ,y : art .,.,I, TRIANGI T.dt b:.: ~ x .;t 35'X35' SIGHT ~ I 35'X35' SIGHT CONCRETE PAD FOR BUS 25 NON-EXCLUSIVE SPACES TO TRIANGLE, TYP. ~ TRIANGLE, TYP. SHELTER; SEE DETAILS PROVIDED IN FUTURE COMMERCI ~OSEO 8' PLANTING I 4,5,AND 6/C606.1 OUTPARCEL ALONG MOORES CHA MMERCIAL LIGHTING TO BE MAX. 15' l
~)fl I~~ ,~~~I ~~,=r ~ PROPOSED 8 ~ + ;ES CHAPEL / ~~k' / ~ IN HEIGHT (TYP.). SEE
~ STRI P ~ ~ , ~ ~ II , ~ , I PROP OSED RETAININ W G ALL f. I .t }k.'~'~'~, .5 ~ itr 11 . ,n r I I ~ . , a ~ PROPOSED 6 p Q ~ 13 PROPOSED MOORES CHAPEL ROAD WITHIN SIX MONTHS OF ~ ~ ROAD IMPROVEMENTS ACTIVATION OF CATS TRNSIT SE OSED 6 SIDEWALK ~ ~ I PROVIDED BY KIMLEY-HORN TO SITE JSI~TFSERVICE DETAILED INFORMATION ~ ~ ~ ~5 O
, DESIGN BY . ~ OTHERS SHOP 4 „ 4~ t . I b b l \ C ~1 ; a ~ ~u~4~° ~ DRAWINGS RE UIR a ,,~I~,,. x,,,. Q ED PRIOR 1 /C606.1 ~ ~~~r / / ~ ~o ~ C~
TO CONS TRUCTION. o ~ I = AND ASSOCIATES PROPOSED 6' SIDEWALK ~
r ~ I ~ o PROPOSED 8' PLANTING PROPOSED 8' PLANTING ~ ~ 'v i~
r ~IERCIAL ~ ~ ~ ~ S~~P ~ FUTUR ~ PROPOSED 6 SIDEWALK E COMMERCI VIENT o. ~ DEVELOPMENT 'CIAL SHIP / n ~ ~ ~ ZONING BOUND~<Y~ \ W ~ W a
i:, PROPOSES 14' SETBACK / ~ / / \
1 ~T PROPOSED S/W EASEMENT\ ~1~ ~ ^ cF2~, W a a.,
PROPOSED 10 WIDE PED ESTRIAN TRAIL TO B E BUILT IN CONJU CTION CONSISTING SAIL ~ ~ I a iSTING a I p p PROPOSED TYPE II MODIFlED PROPOSED PEDESTRIAN 2~ OFF BACK OF SIDEWALK / / ~ 9 ^rr. W zm
OF SAM AT R E M E IAL AS RETAINING WALL ,r WALL ~ PROPOSED STAMPED OR DRIVEWAY CMLDS 10.25E
AN A D C T CESS 0 SAM LEN LAN E K I''' ,~4,; P ROVIDED DESIGN BY OTHERS ~ ~ Z I COLORED ASPHALT; TYP SEE DETAIL C605/11 LIGHTING TO BE MAX. 15 . 15 a~ / ~ ~:5: E 35'X35' SIGHT ~ / / ~ - ~U~~ w Q = ~ w z W Q H W o W a ~i ~ K
~ ~ PROPOSED D ~-~y ~ j ~ I IN HEIGHT (TYP.). SEE ~ r- } ~1 ~ DETAILED INFORMATION ~N TRIANGLE, TYP. ~ j~ ~ ~ U F- Li W V)
EAD END STREET BARRICA DE SEE .EE ~p I o o I I ~ `p0 PROPOSED 8' PLANTING 1 /C606
n T 7 D L 8 C603 , Q~I ,LO• STRIP PROPOSED TYPE II MODIFIED .D ,r?~5f.~ I / J
PROPOSED B PLAN TING ~ O I ~ PROPOSED 6' SIDEWALK DRIVEWAY CMLDS 10.25E IG ~ ~ 2,5' 2. I Op SEE DETAIL C605/11
STRIP ~ ~ ~ ~ ~ O
PROPOSE W D 6 SIDE A K L ~r r , , ~ +^.m~~ ~a .K ~~p ~ \ 35'X35' SIGHT gyp. ~ TRIANGLE, TYP. L=1.50' o / > ' , +~j'.~- ~P~ ~P~` / / ~
~ , I ~ ~ ~ , M,~~~ a , PROPOSED RIGHT OF W AY ~IAY PROPO ED RIGHT OF WAY - - - - - - - R=150.00 L=97.36 + ? ~ '~C /
EXISTING CREEK CEN ~ ~ ~ d ' , ~ , ,a TERLINE ,~I~ ~ , 1. I ~ii,l,{ r~~~"~' n~7.~ h rv~1 oPO a 8, SEE SHEET 7 I ~ -i~1r,~ r~ i C60 FOR MORE I a'"';' ~ ~ . 1 D S PLANTING ` ~ - 'r _ - . R-150.00 / p. ~ ~ ~ \ \ ,~0
J ,x ~h ~ ~ ~ _~~~~~r INFORMATION ~ , L , ..4 0 O yR ' , s~R , O O p In
9 ,4,~, -r ' ~ ~
. ,~,~I,,,,,, ~ 4 ~ ~I~ ,r 3 940 ~ i;~y ,rY a ~ IL 1~ 1 N83 0"E z ' v! N83'49'40"E M114i~,..
22.00 ~ o. :~t ~y ~ Cyy~ nF I r~.~ ~ rrr I. „I YI O t c ,a,,d~ r.l f N ~...r ~ 9 ry 1 7,~,, ' o ~ ~ rv 331.35' PROPOSED 8' PLANTING ~ S.,
~ ~a~ , I , ,I~,~,~. PROPOS 6 ~ . t ED ~ ~ ~ ~~~~r ~ Z 0 ~ r 3ED 6' SIDEWALK p , o ~ PROPOSED 6 SIDEWALK p ~ lr~ : btiij
R . ,d ~ r 4 0 d I~ .5 ~ , 0 ~ ~ a ~ _ 5 R o ~ ~ ~ ~ ~ 9ti 9~~
~ ( Y i h".~x ~ -
i ~~s, w~, . , O N ~~,-,.M~, j ~YeJ, ~n ~ ti ~ . „ K 5 f S -4 N , lb,
~ 41 ',.M L, Y Y i ~A"a 4r.~ ,;fi? S 3 9 3' 9~4 ~ 0 83' 9' ~ ~A,
"a.,. ~~#1 0~ I fro !~.~.~~%f°'r~~j•~~ 6 .0( H .,r F,~~K . ~ ~ 6 .OO~• ~ ~ ~ ~ ~ HR. ~ O~ i ~ ~ ~ ~ N~ ~ ~ ~ I I I 16~ O, I I I I I I I I I I N I I~ A 90 , , a'
. r. i ' '~G. ~ ~ ~ t, ~ 49 40 W ~~~~r~~;~~~.~ SIGHT 0 1 _ _ S83'49 4 W 49 40 W o S83'49 40 W ~ S83'49 40 W o S83'49 40 W ~ ~ ~ SEE SHEET C109 FOR ~ / WB-50 WHEELPATH ~ ~ H 110
ri,,, ~ ~~~al>~ h 60.00 TRIANGLE TYP. r ~ 57.50' , ~ 7.50' N 60.00' 60.00' 90.29' NOt' '3g"yy I ~ R i \ ANALYSIS BOO. ` % 4~
~ ,.p. ~ , , ~ r ~ i i:. ~ ~ ;~~~r: 17.50 17. 0 N 0 HR cn ' 1~~"' / .$58'24'32"E ~FY % % 00
5 17.50 1 8 50 24 00 ~ 24. , r,„~~ ~ , ~ i a'V~;'. 17.50' 17.50' 9 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 24 ~ ~ 24. 24 24 0' 24 o io o ~ / 14.88 ~ ~'U 0~:. ~p.L d';`lam
fiR ,I~, ,.'~~~,r!, A.)..~~, Ire PROPOSED TYP ~.:~~.r ~ ~.r E II MODIFI ,.r~ . ED h M4 ~ o , ~ / / S58'24'32"E Tq~ ~ti p ;
~s~~ : ~ .,,~I ~ M DRI W ,18, 50 18.50 18.50 1 VE AY CMLDS 10. . 25E MI;~~ ~ is.so' ia.so' . ~ ~ . is.s ' .so' . ~ ~ . is.so' is.so' . ~ ~ . is.so' is.so' . ~ ~ . ia.so' ia.so' . ~ ~ . is.so' 4 y, o ~ 3.50' a ~ 3.50' o °'I o °'I o °'I o °'I ~8 ~~o~ / / 19.28' ip rc9~ y~~,r, ~ a ~ / / PROPOSED TYPE III \ ~ ~9 F~ ~ _U.V) W _ v~ (n
~ ~ M,. SEE DETAIL C605 11 4µ : :±r~„~„ i , O ~ / I / DRIVEWAY CMLDS 10.28 \ ~`SS~ `Sps ~n
_.j.. a'.~~y~w; Sy , L, ~ PROPOSED 1 0 0 o j 5.0 ~ , .00' o °-i o °-i o °-i o °-i s~~ ";'x' / SEE DETAIL 1 /C603 I 00
. 0 WIDE ~ ~ EDESTRIAN TRAIL . ~ TO BE Q' ~ is~.~J., ° 6.00 ~ z 6.00 ° ~ o o wA f ~ / \>>9 LAJ %
~ FIELD LOCATED AN D ~k ~ 1v. ,,.'4 t,.,,~, CONSIST OF COMP O m o m m m m 6 ~ rev i ~ 35'X35' SIGHT ~ r'~ ~'~w tt''t,~~"~ "+,~y, 111 1 W G
~ ~ . ACTED J ; :~u ~ o - n, , PIT GRAVEL OR SI ~ . MILAR. SO, ~ ~ ~ ~ TRIANGLE, TYP. \ U
, ; ~ ~ 7 7 x 7 ~ SEE DETAIL 3 C 606.1 ,ti ,.a N t ~ °t t t t t '~so. a PROPOSED 8' PLANTING ~ M~~{ f ~ ~p~~
~ . O ~ ~ r . r~'~ r , y ';J~ya,..; ~ is ' , ~ C ~ ~
. . PROPOSED P ~,r, ARKING SITE y.. ~ I ~ N ~ , 'i;~~ry r:,,~a1,~„k 1 • 1 11 ,;,;~x,~, ~l , LIG r S83 49 40 W ~ HR HR N ` ~ / ~ I f / P OIPOSED 6' SIDEWALK
.4 , . HTING TO BE MAX. f ~ 25 ? ~ .~,'.'~'r :>~,~t,~,,,,;,,,~;;` IN HEIGHT TYP.. S EE o .,13,,r 60.00 0 83'49'40" S83'49'40"W 3'49'40"W S83'49'4~"W ' _ _ _ _ _ S83'49 40 ~ S83'49 40 W L= 7.0 ~ 60.00 57.50' iQ 57.50' 60.00' 60.00 ~ 60.00' o R,° .5 ~ e. / ~ ~1 ~ y~TLANOA aHp +~`~~,r~~w~t~?~ ~rn~v(:H ,.4;Y ~ PROPOS`E~ 14' SETBACK \
~ N F-~ 3 C606.1 9 9 9 . u.~ 1 9' 9' 9' 9' •S~, HR .50' 9' 9' 9' 9' FLUSH CURB. TYP. v, S83'29 4 / ~ I ~ I ~ - PROPOSED S EASEMENT\
_ ~ o ~ . ~ A ~ ~ rn ~ YP P ~ 00 N 00 r ~ ,r ` y P YP YP HR v o YP YP ~ ° I / ~ W / ~ ~ 2' OFF BACK 0 SIDEWALK '~y LEGEND Z
I v O Y.. , ~ O t ~ ~5„r Q w
J.,. ~Fi~• a. f ~ ~~~nr L=14.14 N I S ~ a'':: / / 35'X5' SIGHT ~ T9+ ~B SY~ABOL DETAI ~ TRIANG~E, TYP. ~ ip~ S A F DETAIL a-
I ti ~ ..I°. R=27.00 ° HR p. ~ ~ ^ - .
~ ~ f . ~ o. PROPOSED - . ~ N HR ~ HR R 8 0 R= ~ ~i~' -E_~'4 .4 O ~ O 83. ;40~, ~ ~ ,4 ,.E ~~ai~' O o ~ ~ ZONING BOUN RY ~F~~, mss Q J J
4' ~ o N 4, a ~ p o i~ r~o. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ; PROPOSED SIDEWALK CMLOS ~t1 / ~ G ALDS #,0.22 O Q _ N
OUTDOOOR DIN ' ING AREA ~r 0 165 1 ~ ,o SEATIN 12.70 r 165.04' ~ ~p 237.50' STREET °o 16.65 ~ ~ 12.70 / ~ PROPOSED PEDESTRIA ~p Aso <<o , > oc o0
G FURNITURE PROVlOE ~ D 8Y TENAN ~ ~ TS. SEE ARCFII TECTURAL SHEET - , ~ . / . ~ 2?'F ~ . / UGHIING TO BE MAX. 15~ ~ G N W J J
, . A1.02 FOR MORE IN FORMATION n~,r . Y.. ~ 4 ~ IN HEIGHT (TYP.). SE \ ASS \~9~ ~ w w U
m.,~.,. r ~ . c t r _ _ O. ' to STAIRS - - - - . , , ~ / ~ DETAILED INFORMATI~t~~ ~r'~~ ~ PROPOSED ACCESSIBLE RAMP CML.DS #1 ~ / ~/C606.1 'Lion i . \ ~ LDS #10.32A Q a- a_ Z
• ~ i ~ ~ E _ ~ Q Q
_ = W 0 E
PARCEL 10 ON SITE 05529102 z U U
ONING CODE SUMMARY OFF SITE 05529102 LOWER LAKE WYLIE WATERSHED OVERLAY STAKI OJECT NAME: MOORES CHAPEL VILLAGE REZONING PET £2005-121 DISTRICT/ PROTECTED AREA CALCULATIONS: ~ PROPOSED ACCESSIBLE SPACE CMIDS X50.10 #50.10 At B, C Q Cl~ Cl~ 0
PROJECT ~ BAKING AND MATERIALS PLAN NOTES w W J z cc a: a:
TOTAL 81TE AREA _ 1 • SEE AR SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 0 0
,^l ~ /y~ OWNER. INER: LAUTH PROPERTY GROUP PHONE [phone] ~ 44 $F U #50.10 At B, C L; Q LAJ 0 0=
~ PLANS PRE ANS PREPARED BY: COLEJENEST & STONE PHONE [phone] MAX. ALLOWABLE BUILT UPON 2• ALL DI IMPERVIOUS AREA 70X =345.473 SF 3. CONTR NING: N3 W/ LLW WATERSHED JURISDICTION: CITY OF CHARLOTTE ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED. V~ PROPOSED ACCESSIBLE VAN SPACE CMLDS #50.10
~ o ZONING ~ ' I' a. 4. o'' d ~ W ~ O CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.0.6.) AND STAKE SITE ~ Cf) ~ U
d~~ ~ PROPOSED ~ ~ '9 o A S 0 I D BU LDING E- OPOSED USE: COIrIMERCIAL RETAIL AS INDI ILDING HEIGHT: 34'-2" STORIES: 1 STORY PROP08ED IMPERVIOU8 CALCULATIONS: NOTIFY AS INDICATED ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY COLEJENEST & STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES.
:a Q I BUILDING C HL C T A n ILDING COVERAGE: NA GROSS FLOOR AREA: 52,418 r- PROPOSED ACCESSIBLE SIGN CMLDS #50.10 50.10A B C a a m D
AD . RO APEL LOT SI a H ZE. C RES 00 M T SIZE: 11.33 AC NUMBER OF UNITS/SUITES: NA -TOTAL SITE (INCLUDING FUTURE OUTPARCEL8) 4. ALL DI =59.31•ti _22.732 8F OTHER RD REQUIREMENTS: ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR CENTERLINE UNLESS OTHERWISE NOTED. Z
o Y ARD REQI m OV V U 0
~ SET6ACK ,[~A" ~ ~.dk;~ Z iETBACK (FRONT): 14' (FROM CL OF R/W): NA -PUBLIC 8TREET3 - R/W 5. ALL OE >IDE YARD (L): 10' SIDE YARD (R): 10' -0.88y. _3.000 3F CONSTR ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND
SIDE YAF w , o REAR YA ~ 2EAR YARD: 20' CONSTRUCTION DOCUMENTS. S PROPOSED STOP SIGN - - z~
Q rJ. ,W TOTAL IMPERVIOUS AREA 6. ALL RA QUIRED BUFFERS: 292,732SF + 33,0008E : 335,5298F/493,5343F ALL RADII SHALL BE 4~-0" (B.O.C.) UNLESS OTHERWISE NOTED. / W W
J REQUIRED f: , 0... ~ sa' ; FRONT, 'RONT: NA TOTAL IMPERVIOUS AREA 65.~~% 7, STOP S TIDE (L): NA STOP SIGNS SHALL BE R1-1 30"x30". 0 Z Z Z O W W W VV~=~
wo . t~~ Y SIDE L . qr.'a'• , W W V V V
~ REAR: r~~ ~ SHARPES C t.` ,~F , r, Its SIDE R tEAR: NA A~ ~ 8. SIGHT TIDE (R): NA 1NATEN SIA~LY OIN~R~ I~IMEO ON MTE DER SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. HEAVY DUN CONCRETE 7/C60 =TAINING WALL NOTES HEAD o~n B„~M,NO~s ~oN~RETE 5/C60 DESIGN OF ALL RETAINING WAILS IS TO BE PER NC BUILDING CODE SECTION 1610.3. 7/C602 W N N N CG O D d
~.yr ~ CIRCL E 0.~ Z Z Z Q Q C= ck: Q 0 0 0 Z Z Z C
r ti R R I EQUI ED QUIRED SCREENING: CITY OF CHARLOTTE ZONING T1E LOUR LAKE WYL~ wATER~IlO 011t~AY H H ~H m 0 N N N
FRONT: SIDE L 'RONT: ORDINANCE SECTION 12.303 OMTwICT TIt~ Al1E NO PE~NNAL TIDE (L): „N°~°',~, RETAI tEAR: 0007 I~OR OETAL~ SURVEY N~O~MATI011. CO CO N z CD CD V N
REAR: 5/C602 c o o VUmCCIO
SIDE R : • PARKING >IDE (R): 1. DESIGN 'ARKING AND SERVICE ONLY: BICYCLE PARKING; CC CC CC CC CC W W W W W
SHORT TERM/ NON COVERED SPACES; 2. DETAILE DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY AN NC LICENSED
PAVEMENT VEMENT COVERAGE: REQUIRED: 13 PROVIDE0:15 ENGINE SOME R ENGINEER WILL BE SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO CONSTRUCTION. ° c0 c0 1~ f\ 1~
INTERIOR L 'ERIOR LANDSCAPING: LONG TERM/ COVERED SPACES; CODE E ~UIRED: REQUIRED:S PROVIDE0:5 STAFF OVIDED: SOME RETAINING WALLS WILL REQUIRE SUBMITTAL TO BOTH MECKLENBURG COUNTY LIGHT DUN BITUMINOUS CONCRETE 6/C60 CODE ENFORCEMENT ANO CITY ENGINEERING LAND DEVELOPMENT. CITY ENGINEERING 6/C602 : c0 0 0 0 00 (n rf C LO U-)
RE UIRED: 6 STAFF WILL IDENTIFY SUCH PROJECTS IN THE REVIEW STAGE.
PROVIDED; BOUNDARY SURVEY PROVID Y R P 1. ED 6 6 HARR 3. AN NC AN NC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN , C3~ON000 ~ B
AND ASSOCIATES, P,A.: 231 POST OFFICE DR.. UNIT B-6. paRkiN~ n RKw(: nnrn• lcp~ri~v Rini uaG~~GntT ~nnunir_ npninienirc en~n crrTinni nu iuoro~ A SEAL A SEALED LETTER TO THE LOCAL AUTHORITY THAT RETAINING WALLS ARE CONSTRUCTED
INDIAN TRAIL, N.C. 28079; TEL. [phone]; . L- . 4- W .r, ~ .ta .J L- %.o . .w „ ~t- PER THI PER THE ENGINEERED DRAWINGS IN COMPLIANCE WITH SECTION 1610.3 OF THE NORTH PROPOSED 1'-6" CURB & GUTTER CMLDS #10 CAROLINA BUILDING CODE. ~ ^ N M v n LDS #10.17A
DATED MARCH 28, 2005. 52,418SF G CAROLIN 418SF GROSS FLOOR AREA @ 1 SPACE PER 250SF = 210 SPACES N DRAWING NO. SHEET 9 OF 32
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES 1,293SF G VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. 93SF GROSS OUTDOOR DINING AREA @ 1 SPACE PER 250SF = 5 SPACES 4. PE SEA ENGINEE PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY
ENGINEER PRIOR TO CONSTRUCTION. SCALE: 1 MP
REQUIRED: 2 )UIRED:218 PROVIDED:248 HANDICAP: 8
COMPACT: A MPACT: NA CARPOOL: NA LOADING SPACES: 4 0 20 40 11 C108
TITLE:
STAKING AND MATERALS A
112 11,5 114 Ilb

I
0 ~ ~ ~ ~ ~ i i i i i ~ Its ~ I~~ _ lta ~ I~~ ~ Ita ~ i
,u $ h'KUF'UStU F'AKKING 51 I t N ~ ~ c 9 ~ ~ 1 11 P ~ ~ S83 49 40 W ~ , y ~ L=7.0 83 49 40 S83 49 40 W 3 49 40 W S83 49 40 W 83 49 40 S83 49 40 W
LIGHTING TO BE MAX. 25 ~ J - m IN HEIGHT TYP.. SEE 0 60 00 0 - 1 -1 - - -1 R= 4.5 v, 1 11 60,00 57.50 57.50 60,00 60.00 0 60,00 • 5 ~ / PROPOSED 14' SETBACK
~ ~ r e 9 9 3 C606.1 W 1 1 ? 1 , , 1 ~ S83 29 4 HR rn 9 9 9 9 9 9 9 .50 9 9 9 9 FLUS cn H CURB TYP S, . 0 v - 1. / f ~ ' / ~ , ? PROPOSED S EASEMENT\
-r~. ~ o < ~ • l . OD N HR z o YP YP cn YP Y (J~ rn O A ~ / ~ " 2' OFF BACK 0 SIDEWALK f~ h"9T
S o ~ . ~ 1 Q Y ~ • O o . _ _ .
tt «~t,. a't.v.. Yf ~ 1 „ L=14.14 . . Y V I M k y1.,, . N ~ ~ ~ . Y • ~ . , x r ~a~ ~t 't A,J7 v 14 ' lS~, / 35'X5' SIGHT ~ ~-4a_ /~'~i
ti NR . f... R=27,00 .at., ~1 1 ....r. , r , t ~ ~ 8 0 , HR HR R ~ ~ TRIANG~E. TYP. ,p \ % s~ T7~
~ o. PROPOSED . N ~ ~ N ~ ~ ~ ~ • 1 Il O O • ! 11 • ! N +ii '~P O ~~o p ~ / ZONING BOUN RY F~A,~ f~~s ~ c ® N
..,v ~ . o ~ S ~t o N83 49 40 ~ ~ 83 49 40 E N 49 4 E ~ rr~<; 0 ¦ ~ C ,
OUTDOOOR DINING AR EA .a , ~ f f~~l i r O ;N ,a3, iJ'' d ~ O , 165.04 ~ 237.50 16,65 0 0 , ~ o ~ ? . ~ ? 12.70 i/ ~2,F / PROPOSED PEDESTRIA +~p sso <<o ~
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W ~ ~ .__.y. PROPOSED LANDSCAP F R E 0 MS ~7! ~ ~ o i ~>P PEDESTRIAN BENCHES A . 1 OR SIMIL R OUTDOOOR DINING AREA ~ SEATING FURNITURE P "~F,~ ROVIDED BY
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o ~VI o n r ~ i L a F,, 9 , 58.5. ~ 7 r ' , " r.r r .
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INDIAN TRAIL, N.C. 28079; TEL. [phone]; N DRAWING NO. SHEET 10 OF 32
GATED MARCH 28, 2005. SCALE 1"=40' ~ j t ~ SCALE "=40'
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1.
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1 J I ` y ~ _ s _ ~ „ ~ 25.1 d ;S 725.60 ; ' 72g.1~~'9 726.80 727 30 27.83 728. ~ /
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SWIM BUFFE 1. THE STREAM SIDE Z USE ZONE, A LIMITED FFER NOTES GRADING AND STORM DRAINAGE NOTES TES 19. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE PROPOSED HIGH POINT REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE ~~OFFSITE R/W Cl) O
1. ON-SITE BURIAL PITS REQUIRE A PERMIT. w w J
SIDE ZONE OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED. IN THE MANAGED 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUC LIMITED NUMBER OF TREES CAN BE REMOVED PROVIDED THAT THE TREE DENSITY DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. JSTRUCTION ACQUISITION PROCESS". THESE NEEDED R/W ANO CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. cr a: cr
REMAINING IS A MIN , ; , +r > > _ REMOVAL OF EXISTIN ' . ~ THE ROOTS OF REMA ~'x" ' '`r ~ 2. GRADING AND OTHER A MINIMUM OF 8 HEALTHY TREES OF A MINIMUM 6 INCH CALIPER PER 1000 SQUARE FEET. 3 GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTRO EXISTING VEGETATION MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO A VIOLATION AND IS SUBJECT TO A FINE. O o O a
;ONTROL PLAN ~S GENERAL NOTES ~ PROPOSED DRAINAGE SWALE COORDINATED PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY W O O z J ac o
IF REMAINING TREES. NO FILL MATERIAL CAN BE BROUGHT INTO ANY OF THE BUFFER ZONES.
OTHER LAND DISTURBING ACTIVITIES ARE ALLOWED ONLY IN THE UPLAND ZONE; HOWEVER, 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COOR TIES MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF WITH INSPECTOR. ENGINEER PRIOR TO CONSTRUCTION.
• ~j THESE ACTIVITIES MU W ~ REMAINING TREES. G ~ .X. ZEES. GRASS OR OTHER SUITABLE GROUND COVER CAN BE APPLIED TO THE UPLAND ZONE. 5. ALL ROAD IMPROVEMENTS AT MOORES CHAPEL ROAD AND KENDALL DRIVE COORDINATED WITH THE LOCAL ENGINEERING DEPARTMENT PRIOR TO CONS BUFFER BOUNDARY WILL BE CLEARLY MARKED BY ORANGE FABRIC FENCING PRIOR TO ANY DRIVE SHALL BE 2. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS PROPOSED STORM DRAINAGE CMLDS # CONSTRUCTION. ARE REQUIRED TO BE 08TAINEO ACCORDING TO THE GUIDELINES OF THE ' OFFSITE R/W/ ;M LD S #20.25 m
O 'QOq'~~FS D ~
~ 90F< 3. THE OUTSIDE BUFFER ~ MA NE LAND DISTURBING AC rr r:' a BING ACTIVITIES AT THE SITE AND THIS FENCING MUST BE CALLED OUT ON THE PLANS. 6. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. ACQUISITION PROCESS°. THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. ci zo ZZ
~ i~ ~ MOORES CHAPEL ROAD ~N TO GRADE OV 00 V V~
4. PLANS CLEARLY IN01 ~ ~ NO STRUCTURES AR tLY INDICATE THAT NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND THAT 7• APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO DES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS (EXCEPT NON-COMMERCIAL OUT ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADI E GRADING, MAINTENANCE SCHEDULE ~B N N #20.01 A & #20.01B
w BUILDINGS NOT EXCE ~ )T EXCEEDING 150 SQUARE FEET . PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PR ~ OWNERS. ,TED PROPERTY PROPOSED CATCH BASIN CMLDS #20.01 CMLDS #20.02 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST CMLDS # JTAIN A MINIMUM MONTHLY: CMLDS # #20.02A & #20.026 W W
MLDS #20.02C c 0 0 ~MLDS #20.12 V V V
~ MA NE ~ ~ a LOWER LAKE WYUE o~ ~ DISTRICT/ PROTECT t.;Y ~y.°, ' WYUE WATERSHED OVERLAY 8. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A tOTECTED AREA CALCULATIONS. OF 0.5% SLOPE ON THE CURB. A)INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, W W W
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGH AREA 493.534 8F IF DEEMED NECESSARY BY THE INSPECTOR. .T RIGHT-OF-WAY EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. 01 ,MLDS #20.14
~ ~ Y~ TOTAL 81TE AREA B)CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT THE PROPOSED DROP INLET CMLDS <WASH CHANNEL DRAWDOWN OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS z o00
~ SHARPES MAX. ALLOWABLE B CIRCLE IMPERVIOUS AREA 'ABLE BUILT UPON 10. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH AREA .707. =345.473 8F IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS AREAS ALL DEBRIS, DESIGNED. ~ »a c o 0
LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. 2. REPAIR ERODED AREAS IMMEDIATELY. RE-SEED THE EMBANKMENT AS NECESSARY co co m V in N cn
:fi ~ ~ 11. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS Fl00DWAY OODWAY DISTRICT TO MAINTAIN GOOD VEGETATIVE COVER. MOW VEGETATIVE COVER ON EMBANKMENT TO MH PROPOSED MANHOLE CMLDS )UNDARY LINE IS MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED. CMLDS JS. CMLDS THE RIGHT-OF-WAY 3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, -,MLDS #20.09 0
PROPOSED IMPERVIO -TOTAL 81TE (INCW KEY MAP N.rs. VICINITY MAP N.T.s. ~ _P~B~,~ STREETS APERVIOUS CALCULATIONS: FRINGE BOUNDARY LINE OR FLOOD WAY DISTRICT ENCROACHMENT BOUNDAR SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS. ~M LDS #20.10 V V V
(INCLUDING FUTURE OUTPARCELS) 12. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RI .61.25% .302.317 SF -M LDS #20.12 0 L o
REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTA EETS - R/W 13. ALL "CMLDS" NUMBERS REFER TO THE CHARLOTTE MECKLENBURG LAND DE INSTALLATION. RIPRAP, ETC.) QUARTERLY TO MAINTAIN PROPER FUNCTIONING. p p co co r~
.AND DEVELOPMENT 4. REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM ~ ~ ; PROPOSED SIDEWALK EMBANKMENT. _ I o0o co m
=6.73Y..33.212 8F STANDARDS MANUAL.
iVIOUS AREA 14. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLO 33,212SF = 335,529SF/493,534SF FROM BUILDING(S) AT 2.0% MAXIMUM. ALL SLOPE AWAY 5. REMOVE INVASIVE AND DEAD VEGETATION IN THE LITTORAL SHELF AND REPLANT AS Q~ ONM p}, .-~O
g SURVEY DISCLAIMER TOTAL IMPERVIOUS 302,317SF + 33,2125 NECESSARY. u
1. BOUNDARY SURVEY PROVIDED BY RB PHARR TOTAL IMPERVIOU8 AND ASSOCIATES, P.A.; 231 POST OFFICE DR., UNIT B-6, iVI0U8 AREA . 87.8% 15. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTI0 16. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WI TRUCTION. PROPOSED GRAVEL W N M NOMLDS #20.23
ininieni Taeii ri r ~Rmo• Tai ~~nal R~~_an~a- LLED WITHIN EXISTING 6. REMOVE ACCUMULATED SEDIMENT FROM THE WE DETENTION BASIN SYSTEM ANO RIPRAP APRON CMLDS SEMI-ANNUALLY OR WHEN THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN nPAW1 . Nn SNFrT 1d nr A?
DATED MARCH 28, 2005. v, ~A-. \.V ~TIL-6 TWINE AM INIC AM NO LAKE/STMAY DaN~M10 OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE BY THE CITY'S DEPTH. REMOVED SEDIMENT SHALL BE DISPOSED OF IN APPROPRIATE MANNER AND N
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES WATER a1IPP1.Y IN" LY Rd REOINR~ ON SITE PER INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL ML TRIAL MUST BE SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER QUALITY MATERIAL WITHIN (I.E. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.).
VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. i LOUR LAKE Ml OISTNICT REQINMw .AKE WYLNE WATERSIlO OVERLAY APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIA IINNEIlNTi. TIENE AN NO PEIINNAL THE PUBLIC STREET RIGHT-OF-WAY. SCALE: V= 40'
aTREAM~ ON S11'E A sni AS o~weo BY TIN u~rel LOGICAL ~1lRVEY ~N~. SEE MEET 17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO TED TO CITY 7. PERFORM ANNUAL INSPECTION OF THE POND (ANNUAL INSPECTION REPORTS TO BE C113
STATES AL Cd07 ROR OETALEO TAM ENGINEER PRIOR TO CONSTRUCTION. KEPT BY THE OWNER). PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM O ZO 40 SO 0 TITLE:
18. DEVELOPER WILL PROVIDE STREET SIGNS PER CMLDS - #50105 (9" SIGNS I t) 19 Ilu SIGNS ONLY) WATER SERVICES. GRADING AND DRAINAGE
A 14 10 E

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UPSTREAM DOI STRUCTURE ST AD-A27 A AD-A26 CI M DOWNSTREAM LENGTH SLOPE p~pE UPSTREAM INVERT DOWNSTREAM UPSTREAM Z
2E STRUCTURE (ft) (ft/ft) SIZE ELEVATION (ft) INVERT GRATE UPSTREAM DOWNSTREAM LENGTH SLOPE p~pE UPSTREAM INVERT ELECATION (ft) ELEVATION (ft) STRUCTURE STRUCTURE (ft) (ft/ft) SIZE ELEVATION (ft) N (ft) INVERT GRATE ELECATION (ft) ELEVATION (ft) J J N Q
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AD-A26 58 0.005 8 inch 724.03 723.74 725.50 CI-E4 CI-E3 55 0.005 15 inch 716.27 7 716.00 721.49 PROPOSED SPOT ELEVATION 0 715.61 719.80 CL 0. z 0 Q Q
CI-A25 63 0.016 10 inch 723.38 722.37 725.50 CI-E3 CI-E2 38 0.005 15 inch 715.80 o = =w
E CI-A25 CI CI-A24 64 0.011 12 inch 722.00 721.31 725.00 CI-E2 CI-E1 47 0.005 15 inch 715.61 .1 715.37 719.80 z U U
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CI-A24 CI CI-A23 56 0.005 18 inch 720.61 720.33 725.00 CI-E1 MH-62 251 0.005 15 inch 715.17 7 713.91 722.35 PROPOSED HIGH POINT 8 719.79 723.38 Cl) Cl) O
CI-A23 CI CI-A22 82 0.005 24 inch 719.88 719.47 725.20 w w J Z M cc cc
_ _ _ CI-A22 C - = ~ _ ~ ~ CI-A21 CI CI-A21 18 0.005 24 inch 719.02 718.93 724.75 O Q Q
CI-67 CI-66 38 0.005 15 inch 719.98 f- PROPOSED DRAINAGE SWALE 9 719.25 723.38 Q W W O
v CI-A20 20 0.005 24 inch 718.72 718.62 723.60 CI-B6 CI-65 109 0.005 15 inch 719.79 J O
CI-A20 CI CI-A19 162 0.011 24 inch 718.42 716.70 723.60 CI-BS CI-64 121 0.005 15 inch 719.25 5 718.65 723.55
~ ~ ~ygA.Q~ CI-A20 CI CI-A19 162 0.011 24 inch 718.42 716.70 723.60 4 716.75 722.95
a ~9pF S CI-64 CI-B3 72 0.024 15 inch 718.44 PROPOSED STORM DRAINAGE CMLDS ~0 715.50 721.00 CMLDS #20.25 ° a a m
~ ~ MgTCHLINE o CI-A19 a MOORES CHAPEL ROAD CI-A4 54 0.011 24 inch 716.50 715.90 721.20 CI-B3 MH-82 21 0.014 18 inch 715.80 Z Nz p Z V Z m
. * CI-A12 C CI-A11 23 0.005 15 inch 721.17 721.05 725.00 MH-B2 MH-B18 50 0.005 18 inch 713.71 '1 713.45 720.50 U U ~
/ ~ ~ CI-A11 CI-A8 53 0.007 21 inch 719.93 719.59 725.00 MH-Bi6 MH-61A 86 0.102 18 inch 703.09 19 69429 720.00 CB N 'N~ N
PROPOSED CATCH BASIN CMLDS #20.01 19 694.00 700.00 CMLDS #20.02 NOTES: CMLDS # ALL PIPE TO BE CLASS III RCP UNLESS CMLDS OTHERWISE NOTED. #20.01A & #20.01B #20.02A & #20.028 W W W
~r ~ Q CI-A8 33 0.005 24 inch 719.50 719.34 724.50 MH-81A FES-B1 18 0.005 18 inch 694.09 m =E ;MLDS #20.02C o 0 0
~ LINE ~ CI-A10 TC H MA w- a> 3 ~ CI-A9 22 0.039 15 inch 722.25 721.40 725.25 CMLDS #20.12 U U U
Yp CI-A9 SHARPES DI-A17 C C CI-A8 29 0.030 15 inch 721.20 720.34 72520 i0 717.73 737.50 PROPOSED DROP INLET CMLDS TO BE CLASS III RCP W 0/RING JOINTS W CMLDS #20.14
r EX-C3A DI-C3 110 0.152 36 inch 734.50 C= c=
CIRCLE CI-A14 31 0.042 15 inch 726.25 724.95 730.50 TO BE HDPE Z O O O t_ vs
~ EX-C4A DI-C4 149 0.040 18 inch 741.15 5 735.15 742.65 * TO BE DOUBLE INLET 0- o00 co cm m
- ~ CI-A16 C CI-A15 C CI-A14 KEY MAP N.T.s. VICINITY MAP N.T.s. ~ ~~-A$ CI-A15 97 0.005 15 inch 726.33 725.85 730.00 ~5 729.85 740.70 MH U cn Ncn
DI-C4 DI-C3 153 0.033 18 inch 734.95 HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE PROPOSED MANHOLE CMLDS 36 714.45 735.60 INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET CMLDS RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR CMLDS ?5 712.40 731.00 PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL CMLDS #20.09 0 CMLDS #20.10
CI-A14 22 0.005 15 inch 725.48 725.37 731,50 DI-C3 DI-C2 321 0.007 36 inch 716.86 CMLDS #20.12 a c a
CI-A8 220 0.021 15 inch 724.75 720.09 731.50 DI-C2 MH-C1A 158 0.012 36 inch 714.25 p
CI-A5 252 0.020 24 inch 719.14 714.20 725.20 MH-C1A FES-Ct 47 0.005 36 inch 712.20 MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO >_0 711.96 726.00 PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET p cD cD 1~ _ 000
RIGHT-OF-WAY. , PROPOSED SIDEWALK i5 728.37 737.70 - / 00 rn
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SURVEY DISCLAIMER DI-A5A B 1. BOUNDARY SURVEY PROVIDED BY RB PHARR CI-A5 43 0.005 18 inch 714.00 713.79 718.54 „ CI-D8 CI-D7 217 0.024 15 inch 733.65 u
AND ASSOCIATES, P.A.; 231 POST OFFICE DR., UNIT B-6, CI-A5 C INDIAN TRAIL, N.C. 28079; TEL. [phone]; CI-A4A 23 0,005 24 inch 713.59 713.47 719.20 CI-D7 CI-D6 42 0.015 15 inch 728.17 I7 727.54 733.20 PROPOSED GRAVEL CMLDS S4 726.29 731.36 AND RIPRAP APRON W N M
CMLDS #20.23
DATED MARCH 28, 2005. CI-A4A CI-A4 21 0.005 36 inch 713.27 713.16 719.20 CI-D6 MH-A5 105 0.010 15 inch 727.34 DRAWING NO. SHEET 15 OF 32 w
I2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES I CI-A4 VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. CI-A3 159 0.006 36 inch 712.96 711.96 720.50 MH-A5 FES-D6 18 0.005 15 inch 726.09 )9 726.00 731.00
*i« SEE DETAILS 2,3/sH~r c603 FOR DETAILED SCALE: 1"= 40'
CI-A3 M MH-A2A MH-A2 M A MH-Al A Fl MH-A2A 105 0.005 36 inch 711.96 711.44 723.25 OUTLET CONTROL STRUCTURE INFORMATION C114
4 MH-A2 79 0.041 36 inch 711.24 708.00 722.75 OS-F2 Fl 50 0.005 24 k1Ch 890000 10 689.75 SEE oE'rNLs 1,2EET c605.1 FOR DETAILED 0 20 40 80 (O ~ TITLE:
MH-A1A 29 0.085 36 inch 700.46 698.00 713.00 ENDWALL AND LEVEL SPREADER INFORMATION GRADING AND DRAINAGE
~ FES-A1 27 0.005 136 inch 694.14 694.00 703.00
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7V1'fVCT VI~IiLHIMCI'I I '
1. BOUNDARY SURVEY PROVIDED BY RB PHARR AND ASSOCIATES, P. A.; 231 POST OFFICE DR., UNIT B-6, SCALE: V= 40'
INDIAN TRAIL, N.C. 28079; TEL. [phone]; n
DATED MARCH 28, 2005. P 2, TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES PROPOSED STORM DRAINAGE CMLDS #20.25 PROPOSED GRAVEL CMLDS #20.23 AND RIPRAP APRON
VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. 0 20 40 80 D ~ TITLE: C115
GRADW AND DR4MAGE
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~ i I Er 1 ' A i~~ t. Ir J ~ ~ I ~ ~ . 1 r P . 1' ,~a l' ; r .,rye ~ ~ i ~ 1 , r.,.k .a~, r r ~ ~ f , , ~ ~ ~ Z Q Q or.
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P j `j ~ ~ ~ 7 ' r Ns 1 '~f i 1_ i. ~ ,o ~ SEE SHEET C119 FOR TREE REQUIREMENT SUMMAR :EMOVED PLANT SCHEDULE z w W J
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G PLAN NOTES PLANTING PLAN NOTES CONTINUED ITIN Q ~o O
017 W Q G NOTES _J
AND GR~ 1. SIZE •Tr- n AND GRADING STANDARDS OF PLANT MATERIAL SHALL E AMERICAN~ASSOCIATION 12 BY HE CONTRACTOR TFROM/ROOT BALL PR OR TO BACKBILL NG P ANTING p REMOVED ~N OF 'USA STANDARDS FOR NURSERY STOCK , BY TH CONTRACTOR SHALL REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL. SYM # COMMON NAME BOTANICAL NAME SIZE ROOT SPAC'G NOT 20
TION OF l EDI ~ M ~ f h ~ ~ F NURSERY 0 r ,ti ; ~ ~ JRSERYMAN, INC. AVEL
~ d. ,h f' ~ i I ,~6 XN ~ / ~ 24" TREES W-5 1~- ce.
~ AND 1 HEIGHT 2. h :h ; li f O ,~~P` a 0 EDENCE h C' PREC T AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE 13. FOR NEW PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24'~ =DENCE OVER CONTAINER SIZE AND CALIPER. NEW TOPSOIL, OR AMEND THE TOP 24~~ OF EXISTING SOIL TO MEET SPECIFIED :A OF NO 85 HIGHPOINT QUERCUS NUTTALUI 10'-12' HT. B&B 40 0.~• MAT NUTTALL OAK 'QNFTA' 3" CAL. MIN. N ° Q~-- Qm D SPECIME W a J MATCHED
~ W '~A ti ~ S l~ 'h. t ~ Er fh O G~ Z ~ Z
M. ~ 0 ANNUAL ,F 3. ALL ¦ a ~ r , ti , ~ , , ~ o ATIO~ , , . E P CIFIC ~ N S E \NNUAL/PERENNIAL BEDS SHALL BE AMENDED BY TPE~S DNGRADEO CON RACTOR 274SSQUARE FEET PER TREE)ARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF FICATIONS AND RAISED 8" ABOVE EXISTING OR PRO RM 30 OCTOBER GLORY ACER RUBRUM 10'-12' HT. B&B A.I. SPE VERHEAD RED MAPLEOCTOBER GLORY' 3'~ CAL. MIN. MAT :S OR SPECIMEN, Zm MATCHED
LI H AD r, TC ~ RO MA PEL HA C ES ~ a OR PROVI( : ~ MO SHALL D ti , . i ~ _ PROVIDE TOPSOIL AS REQUIRED TO RAISE GRADES. ~4. LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEA RACTOR SHALL MOUND ALL PARKINR SHALL SUPPLY AND PEACE ADDITION ALURB SIGNSBCONTR~CTORASHALLSC~ONTACT URBANEFORESTER TO RESOLE BEFORE OR
v . W
~ RACTOR 4. CONT NT . THE CE , AT z ~E CENTER OF ISLAND. CONTRALTO SHRUBS ,C.
1 w PSOIL IF N TO 0 J OIL IF NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS. PLANTING. PION LO 330 BURGUNDY LORAPETALUM CHINENSE 24° MIN. HT. CONT. 5' O.C. W W V
a; ! ~ Q i ~ • w ~ RACTOR CONT ~ E 5. 'RACTOR SHALL MULCH ALL SHRUB ANNUALn PERENNIALDBEDSEWITH 1HAPINEOOD 15~ AND/OR TREESPLANTI G AREAS6SEVENOTOATEN DA STIPRIOR O E HE R EMPORARY 0 )RARY OR LORAPETALUM ~ZHUZHOU FUCHSIA 24° MIN. WIDE CWiG ~ ~ D
IN Q HI- C T ~ MA , ARK. CON B r, ~ :zap CONTRACTOR SHALL MULCH L ~ FINAL CERTIFICATE OF OCCUPANCY DATE. Z o4Q° C
, ~ wo ARK FINES. B Y r,. FINES. STEM GROUNDCOVER/TURF G~\~ T C O. C. o- - ° ° cry
~ ~ i • I i. ARPES SH ISTURB ' ALL D 6. DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE 16~ ~EES)M ALEMULTI STEMLPLAN S SHALL BE TREEN ORMAMAXIMUM THRIEE TO STEM ~~J J~ ~l.l TY pRO~`~ U 1594 BiL B U F BRG BLUEUSCARI GALLON CONT. 12' O.C. o =acs ca V N N ~ Z
~ IRCLE C BY 1 .1•: EDED SE 'ED BY THE CONTRACTOR. FIVE TRUNKS, AND A MINIMUM EIGHT FEET TALL.
NTRACTOR C CO 7, TRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN ~F A ~~c~~ ~ ~~'~o SEED 929,118 SF TURF TYPE TALL FESCUE V V V m
. - - M ETER A' DIA ? ETER, AND ALL CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND 17. THESE CONSTRUCTION DOCUMENTS WERE PREPARED WITHOUT THE BENEFIT OF A 3E J~ gL= oc oc C= oc ~ a a
R D ELE' OTH E A LISHME EST 8 :R DELETERIOUS MATTER ~~~ANCE OFD AWN ANDF PL~ANTI G AvREASPROPER RIEQUIREDRVNOTIFY~JCOLE ENEST & S ONECpTIONIFODISCREPANCIESROCCURY BE ~BLISHMENT AND/OR MAINTEN a Z ~ SOD 46,261 SF TURF TYPE TALL FESCUE n D D O O ~ ~
CITY OF ~ I CI EN T) 10000
AREAS WI 8, IN • REMO REAS WHERE CONSTRUCTION GRAVEL IS EP HEOFE8'~IA D FIL~IWI H~CLEANT~OPSOIL 18 CHIAR OT EE ZONING ORDINANCE.EAND T WI~LLIBE SUPP EMENTEDO(IF1NSUFFICIENT) _L REMOVE CONTAMINATED SOIL TO A D W ~ 00 O C
SHALL TOF NTRAC CO TRACTOR SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO PER THE RECOMMENDATIONS OF THE INSPECTOR. gffi~ORB YOU DIG! DIRECTED CONT~?1 ~30N~C~ a}~..OtVM~ B p W- CC
THESE FILL THESE EXCAVATIONS. fig. ADDITIONAL TREE(S) MAY BE REQUIRED TO MEET THE TREE ORDINANCE, AS DIRECT DETAILS 11, 14, 15, 17, 18 SHEET C602 FOR PLANTING DETAILS, BXISTRNG TR ERLNTERSCFURT ER (FROM THE PARKINGF OT THANRNIDCA EDCE) IF TH IF THE
ETAIL~ SEE D 9, 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING W N M ~
P~ . ~~?~rv DD111/Ifl~fl RY RR PHARR ,..~.~rr~ ~c orni ii • o~~,~iiorn THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION^ ~~rA ~T~ nc nn.%ul?In kin gWPF'T I9 OF 32
1. bUUNUHK T JVR vL- i r TRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL 20. SHADED PLANT MATERIAL INDICATED ON THE CONSTRUGIIUN UVI,UMLIVIJ 1,01 rNu-%dwil QUIREMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING ' V RA" 11` %2 I.%l. •
~ g AND ASSOCIATES, P.A.; 231 POST OFFICE DR., UNIT B-6, 10. CONTRACTO INDIAN TRAIL, N.C. 28079; TEL. [phone]; INSTALLATIO 'ALLATION. TO MEET CITY OF CHARLOTTE TREE ORDINANCE AND ZONING ORDINANCE REQUIREM NECESSARY TO INSURE SAFETY TO THE PUBLIC. N C118
DATED MARCH 28, 2005. ADDITIONAL PLANTING (NOT SHADED) IS OPTIONAL.
2, TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES 11, CONTRACT0 VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. NORTH CAR DEPARTMEN (TRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH THE 'TH CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION 21, CONTRACTOR SHALL REMOVE UNDERGROWTH AND TREES LESS THAN TWO INCHES VCHES 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDAS OF THE NORTH 3. LIMB CHARLOTTE-MECKLENBURG UTILITIES S ECIFICATIONSOF TRANSPORTATION AND SCALE: ~~~-40~
ARTMENT. CALIPER IN NATURAL AREA. CUT TREES FLUSH WITH GRADE; DO NOT GRUB. LIMB PERIMETER 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART W-M __1 80 TITLE:
BRANCHES TO A HEIGHT OF SIX FEET. ADD TWO INCHES OF MULCH ALONG PERIME OF NATURAL AREA IN A BAND APPROXIMATELY TEN FEET WIDE. FEATHER MULCH I EXISTING LEAF LITTER. PRUNING SHALL BE PERFORMED IN ACCORDANCE TO NATIO ARBORIST ASSOCIATION STANDARDS. uIULCH INTO NATIONAL 1926 SUBPART P, OR AS AMENDED. 0 20 40 80 RAM A
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ENTIRE SI~ LANDSCAPE Q ~ BBPORB YOU DIaI TOTAL SITE AREA = TOTAL SQ. FT. = 511 394 A ALL coNr cr or>~ c • • • h . , 4 w ' ' ' . " ' ' PROPOSED SEED SOD ,i .•I. . 00 vn
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INTERN B , INTERNAL TREE R IR M NT' P = EQU E E IM ERVIOUS AREA 10 000 25 TREES RE UIRED Q ' 1, CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING tACTING APPROPRIATE PARTIES AND ASSURING 0~ O N
107 TREES PROVIDED c THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CON, TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADE NECESSARY TO INSURE SAFETY TO THE PUBLIC. ~RRICADES USING FLAG MEN ETC. AS ?CHEDULE
2 A l l P1 A\/P?1PI.IT /~1 IT[` /~/~I.Inf'1rTf Af'1 A [~nl I A I T A I"1r T/' A nr rn nr nrn~ ~ nrn A /~NnnnlAl/'4 Tn DRAWING NO. SHEET 21 OF 32
1. BOUNDARY SURVEY PROVIDED BY RB PHARR IT 8 Tlf FE B TIE REBPONSBLITY OF THE CONTRACTOR/1-AND6CAPER TO NOTFY THE URBAN FORESTER OF ANY J• /ALL r/AV LMGIV I l.V 13, I,VIVI.RG I G VR AJI-I'IHL 1, HRL I E CONFLICTS THAT AFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES. CALL 336-35A9 STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF HRL l U dG RLI"LHI,.GU F11.1.VRV1IVV I U KENT OF TRANSPORTATION AND
AND ASSOCIATES, P.A.; 231 POST OFFICE DR., UNIT B-6, SITE CXX4FL THE URBAN FOF~gTpq NgluEp ON THE APPROVED PLAN FOR ANY CONFLICTS REG4FIDIING CHARLOTTE- MECKLENBURG UTILITIES SPECIFICATIONS. TI ONS.
INDIAN TRAIL, N.C. 28079; TEL. [phone]; OR THE UR19 DATED MARCH 28, 2005. WF' 8KWq E, 9KYJ8, OVERHEAD PONIERLNE3 OR OTHER UILTIE& 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING ST 1926 SUBPART P, OR AS AMENDED. -ZING STANDARDS PART SCALE: I MIS
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INDIAN TRAIL N.C. 28079 TEL, 704 821-4029
DATED MARCH 28, 2005. SCALE: 1 60
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES
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1. BOUNDARY SURVEY PROVIDED BY RB PHARR AND ASSOCIATES P,A.• 231 POST OFFICE DR. UNIT B-6 W r- N m
INDIAN TRAIL N,C. 28079• TEL. [phone]• _IV n P A W I Zmr-% ran currT 0)0 nc zl
DATED MARCH 28, 2005. vINnTY111v 11vo wig 1L.L.I L.7 VI %J 4L
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES SCALE: 1 40'
VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1.
0 20 40 10 C607
TITLE:
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H ~ r " C607.1
xp.i A r t s ` i W. 1~4\ 1 v '1 4 ~ r r 0 20 40 80 TITLE:
4 S ff I i I + ~i DMNAGE AFEA MAP
19 Ilu Ilb

0 ~ ~ ~ ~ ~ I~ i I~ i IA i to i Ian i I» I» i I~ ~ i I~ ~ ~ h d i I~ s i Ira I
V
GENERAL NOTES: PERMANENT POOL
N 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS 8' MIN. 3° WATER QUALITY/
5 WA' -#5 WASHED STONE WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP, ELEV 698.75 ORIFICE
I 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA ANO IN SUCH TOP OF BERM
\ / A MANNER THAT IT WILL NOT ERODE. 6 OUTLET TOP )P
/ 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THE 2
SILT FENCE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY. ~ 6'x6'x1' ANTI-SEEP HORIZ. ORIF. IF. g LM
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 12' MIN LITTORAL SHELF 2 COLLAR (TYP OF 2) ~1 min co
4
~ 1~, ~ fo.y~r „ x~i K y!n ~~i 5 ~ 5. THE SEDIMENT TRAP SHALL BE REMOVED ANO THE AREA STABILIZED WHEN THE 3`'"" DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. 24"~ RC
M a{~~.~r Yr'~ i'- i 1. _ POND SOTTO ~ M
','r.' :,si,' A 6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH CMLD STD. DTL. #30.06 ~
t r'.- ?'Iq I~~i ~.7, f~;. M
i 7%~', A r~ y .l: i.a ,~-0 ~r, y !i k.~ NOTE: L 6 L FOR BEDDING REQUIREMENTS
y.r'~ „t, ~ i~4 ;i~ CUTOFF TRENCH TO EXTEND ACROSS SEE PIPE MANUFACTURER
ati~+~J ~i 0 GE ~.,,a, ST RA AREA " ~,r, ~ SILT FENCE THE FOUNDATION PARALLEL TO THE CENTERLINE AND COORDINATE WITH CJS
,C / ',~1, AND UP THE ABUTMENTS TO ELEV.
~h k V ,.1 F n.~ nk.. . r,: r
o
L N #5 WASHED STONE 6 6 I 10' i
F\~ 6'~ MIN. F~,O~ ~ ~ ~ 1 RIPRAP FILTER
CATCH BASIN \ 12° MIN. ~ ; FPER/MANENT H O
POOL ELEVATION w
I 3~-4 ~ FILTER FABRIC SKIRT IN 6" OF #5 STONE 2 -~1 min 1 ~1
Fzj Li.! a m
MAIN BASIN ELEV 690.00 ~ v M m LLJ W z
. •:`•o'' POND BOTTOM O
PLAN VIEW Q~ LLJ Q LLJ LLj J X~ O Q
K LITTORAL SHELF- 12~ MIN CZ) FOREBAY DRAINS WITH SLUICE GATE FOREBAY OR VALVE O L.J a I V 1- L` w
SECTION A-A
~ INLET SEDIMENT TRAP CMLD STD. ~r~. ~o.os N.T.s. g WATER QU ~1 1 /8 5/16' 3 16•• QUALITY BASIN SECTION 3 3
9 OR 10 48"x12" NOTCH WEIR
11 5"x5"x3/8" 3" INLET S.S. ANGLE ORIFICE ~gt
aL~ ) • M
J 1 5/16° 3 ~6"S.S. ANCHOR p " ' r 31
BOLT EPOXYED 12 ALU. IN PLACE ACCESS O.;
H-1 1 4"~-I LADDER 0 1 fill, 0
1 -9 APPROX, 12 -6 MAX~L 2" FORI~POST BOLT 5~8° NC-2 loom p~,,......;*• IJ 00 btii'''•
PLAN DETAIL OF BOLT . o W77 9
58 DIA.x11 4 POT OT S B L SPLICE BOLT 4 T BOLT 2 ~ 2' 15 /1~" pIA. x 1/96 DEEP RECESS
REQUIRED BEAM TYPE GUARD RAIL 4 1 /4" . . ~ • SS ANGLE CLIPS L .'00
0
TERMINAL SECTION o ~ ~
H i o 0 0 0 o e M I I I I I I I I I ANCHOR DETAIL Za" RCP AI ITI CT OIDC
~ N ELEV 697.00 vv . . . `,,,1111 1 II ~
POST AX. 12'-6" CENT R TO CENTER OF POSTS OST ~ DETAIL OF NUT 24"xt2" NOTCH WEIR TRASH RACK AND VORTEX PLATE 4'
CONTRACTOR TO SUBMIT SHOP DRAWINGS TO CJS PRIOR TO 0. "o
TYPICAL ELEVATION ~ 13/16" MIN. FABRICATION.
DIA. HOLE r! 4 w
PERMANENT PERMANENT PLAN VIE W m . . (7 0
~~4~~ W 6 x 8.5 POOL 694.00 POOL 3" ORIFICE TOP (Jy-.. 'o 0 00
2:1 SLOPE (MIN. 3~) ER-1 SEE STD. 1 1/6' 1 17/32' ~ ~ ~ N0. 50.08A c N 0' 060000 LAJ 40 lo~
~ ~ STEEL GUARD RAI EDGE OF PAVEMEN D RAIL `PROPERTY LINE ~ 13/16° MIN. ~ 3.0" SCH 40 PVC W
2 5/16" \ ss, DIA. HOLE ~ V
12" DIA. HOLE 4• RECAST 6'x6 4~
AVEMENT ~ 3 1 /4°~v~ NEUTRAL AXIS ~ WITH CONCED ALUMINUM STEPS VALVE VAULT. TINDALL UV7272
OR EQUAL a
\ > > ~8~~ 3 /4" x 2 1 /2" POST N . , ~ ' • SPACED 12" o.C. Z R U 2nd CONCRETE PLACEMENT ~
DEAD-END STREET B F 3EET BARRICADE N ~ ~ BOLT SLOT ~ ~ ~ 3 1/4 ~s. ~ SPLICE BOLT - ;n AFTER BOX IS ANCHORED IN PLACE NOTE: N CONTRACTOR TO ENSURE THAT OUTLET
SLOT ~ .w, ~ BOX IS SET LEVEL AND FLUSH WITH SURFACE 4CE
2 ~J/~ ~ rr ~ n ~ A~'. I~ i~'. ~ R > OF BASE FOOTING TO PROVIDE UNIFORM . ~ R ~ ~ ~ . ~ e • • a ~ BEARING. GROUT IF NECESSARY. w
SPLICE BOLT 15LOT ' ~ 3 (a) Q
9-IY~ 8 SECTION THRU RAIL ELEMENT DETAIL OF POST ~ 0 ~2" 4 . ~ SEE ANCHOR DETAIL ~ ALL ORIFICE OPENINGS AND PIPE OPENINGS 9-~5 BARS ~ 6.00 ~ INTO THE OUTLET STRUCTURE SHALL BE Q
O 12" O.C E.W. MECH NICAL SEALS FOREALLINP PES 24" SECTION VIEW AND sMAU.ER. Q 0
- N
> cr co
DEAD END STREET BA ~ BARRICADE cM~ sue. gyn. ~o.07A N T.s. 8 OUTLET S NOTES: T STRUCTURE N.rs. 2 2 J J N
w wU
a- 0 Z
1. WHERE A TYPE III TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT Q < w
E GENERAL N 1. STEEL BEAM TYP WHICH HAVE BEE . 2. FOR STREETS 26' AL NOTES= OF TRANSPORTAN INTERSECTION OR PORTANTION (CDOT) THAT CONNECTS TO AN EXISTING SIGNALIZED 'ION OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION M =w
AM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS IS PROPOSED BA EVE BEEN IMPROVED WITH A PERMANENT TURN-AROUND. STUDY, A FULL D THIS PAVEMENT D :ETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL MINIMUM) TO MAI SIGNAL WILL BE I ND TWO (2) TERMINAL SECTIONS, FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE BASED ON A TRA DTH OF THE STREET. iED BASED BY CDOT ON A TRAFFIC IMPACT/SIGNAL WARRANT 1'-6" CURB AND GUTTER U U
FULL DEPTH ASPHALT PAVEMENT (2 IN. I-2, 6 IN. HB) IS REQUIRED. :MENT DESIGN IS REQUIRED IN THE DRIVEWAY EASEMENT (100-FOOT (STANDARD N0. 10.17A) O
TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFFIC 24~ MIN. cn w w J
POSTS, AND TWO LL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY A TRAFFIC STUDY OF CURRENT CONDITIONS. Im cc Q UO O
VARIES -MINIMUM ENTRANCE FOR 2 LANES "
ENTIRE WIDTH OF 2. A CONCRETE GUT AIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN. LOCATIONS. AT T NECESSARY TO E THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD. 3. THE DRIVEWAY M ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS. ENTERING DRIVEW AIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER. 4. FOUR (4) FOOT G :S FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED. DRIVE IF THE DIR ~D, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS TE GUTTER TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL OF TRAFFIC IS 26' FACE TO i. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE FACE OF CURB. w LLJ O Oz ~wo
3. GUARD RAIL SHA 4. MINIMUM THICKNE Y TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTION. ~O Ck: dm M (I
~ THE RAIL ELEMEN '.WAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM N TRANSITION FROM 2'-6" CURB DRIVEWAY. TO 1'-6" CURB AND GUTTER IN o aU zam LLJ:m
GUARD RAIL PAR THE HOLES FOR 5. THE GUARD, BOL FOR THE COATIN STEEL SHEETS, C 6. IF THE AVERAGE Z N Z
FOOT GUTTER WILL NOT BE REQUIRED TO DIRECT WATER ACROSS 20'-0" PER STANDARD N0. 10.20 SHE DIRVEWAY GUTTER SLOPE IS GREATER THAN 2~. 1/2" EXPANSION JOINT (TYPICAL Z 4 Z m
END OF EACH RADIUS) ~ V 00
COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC-COATED (GALVANIZED) IRON, AND 4' EETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A. RIGHT OF WAY 4'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W W ME =E ME m
26' MIN. C~ C> V V
?ERAGE SPECTER COATWG AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPECTER PER ACCESSIBLE RAMP -STANDARD W_ _W
SQUARE FOOT, O C DOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPECTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE N0. 10.31A OR 10.32A (TYPICAL GROOVE JOINT PER STANDARD LAJ
LOT SAMPLED SH SUCH AS BLISTER 'LED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS, o w EACH SIDE) N0. 10.176. Z Q ~ 0 N N
BLISTERS, FLUX, AND UNCOATED SPOTS. „ ~ ~ 2'-6" CURB AND GUTTER R 1-- > > a. S ES
> (STANDARD N0. 10.17A) 4' CONCRETE GUTTER ^ co co V NC/7 N
7. THE GUARD RAIL D RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE SECTIO PLAN. z :CTION A-A p
WITH THIS PLAN. r--~ A U U W W
8. WHERE ADEAD- (SEE STD. 50.08A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
50.08A & 50.086) (ER-1). GROOVE JOINT ~ CO CD o0
00 M
L~ A W ( r
B CONSTRUCTION JOINT OR GROOVE JOINT < O N
TRANSITION FROM 7" DEPTH AT LIP
TO 10° DEPTH AT 4~ CONCRETE GUTTER W - N Q=
I. DRAWING NO. SHEET 25 Of 32
DEAD END STREET BA 7 BARRICADE(GENERAL NOTES) CMLD STD. DTL N50.078 N.T.S. 7 TYPE III DF DRIVEWAY N.T.S. C1 Ilb
~ C603
TITLE:
A DFAS
14
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1, BOUNDARY SURVEY PROVIDED BY RB PHARR AND ASSOCIATES P.A.' 231 POST OFFICE DR. UNIT B-6 W r-
INDIAN TRAIL N.C. 28079 TEL. [phone] N DRAWING NO. SHEET 32 OF 32
DATED MARCH 28 2005. • ¦ ~ •r
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING GIS SERVICES SCALE: 7 7 00'
VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1.
0 50 100 100 ~ TI TLE: C609
POST-DEVLEOPIVIEW DRAINAGE
• A
liu 11 -to Ilb

17ABLE
WETLAND LINE TABLE s LINE BEARING DISTANCE
INV. OUT-~s~.es' P`•P• o ~61.~ \ ~ ~ LINE BEARING DISTANCE LINE P:a _ W, N 2T03~24~ 22.9z~ W~, W71 N 23' 18'09" W 38.83
INV. IN=750.08 \O ~ ~ ~ W.M - 8 W72 ~ _ W2 N 15'28'00" E 42.19' W72 N 16056'15" E 22.01 W73 N 20'59' 13" W 30.66'
RVE TABLE CU W y~O P.P. ts' ~ 4 W3 N 4'51'57" W 56.53' W73 X52.3 ~ ~ ~S _ 2. a j ,/~~,59!~`? EO ~ SSMH#17 W4 N 7'39'08" W 1.89' W75 W74 N 03'34'25" E 18.72'
z CH. BEARING CH. LENG1 CURVE LENGTH RADIUS ao ~ N54' '09"E 111.33 C1 11 . 91.87 r a CH. LENGTH ~ 111.33 P.P - _ _ . _ ~5 W5 N 66'0936" W 56.62 W75 N 16'44' 18" E 17.16' W76 N 19011'27" E 25.60'
_N- W~ p 0 I- I co INV. IN=741.15' INV. OUT~736.01' 7~ ~ 74.1 7u.~'' E.M.M. 48.II_ _~_--asas~~~ ~3a> >~y ne.g ' / ~ . P~P ~ 7 ~ W6 N 35'4348" W 75.06 ~6 / i 749.5 ~ ~ ~ W77 ~ _ . ~ W7 N 01'28'35" W 33.88 W77 N 00'25'06" W 19.85'
w tiR Q • cn qA F ~ z 'P S 0 o F ~ q ( ~ ~ist.52~ ~.4 SSI~IH ~ I _ ~~6 W8 N 28'23'11" W 38.55' W78 W78 N 15'48'46" W 15.98' W79 N 23'00'09" E 9.43'
a 0 ~ O U ~ a; oAo z F APEL R ~i 19 soot . _ s' - ~ ' % 6 W9 N 21'36'06" E 31.36' W79 ~ 7 5 ~ ~ ' ~ ~ W10 N 50'16'37" E 22.53' W80 W80 N 48'50'31 " W 30.62
a RES CH M00 No ~ MBA Qi E.M.M. O =-R~~21E5~ , ~ 7 ~ 7 1.3 P. ~ '765.4 W81 R6 ~ ~ ~ ~32 W 11 N 44 34'01 " E 60.54' W81 N 16000'57" E 6.71' W82 N 15' 29' 18" W 17.18'
0: Z w ~o ~ E t ~ Q ~~.3 W 12 N 60' 12'41 " E 41.66' W82 W 13 N 28' 19' 24" E 30.22' ~ i~ ~ 7~i40 I W~ ~ ?0 INV. WT~756.65~ W83 W83 N 36'3324" E 15.05'
W ~ Q• O y~ J 24,3 724.3.' . \ ~ o l ~ W14 N 53'3217" E 11.76 W84 W84 N ON 11'50" E 18.80 W85 N 06'03'50" E 32.33'
Q ~~P ~ &ASS 723=_ = = - / ~ = ~ ~ ' SSMH _ _ ~a~ 7 - - _ SSMH#S W15 S 86'24'31" E 35.99' W85 INV. WT_~4~.48~ ~A WETLAND CERTIFICATION W16 N 24'25'46" E 39.21' W86 W86 N 11'30'35" W 34.79'
P W17 N 56'56'04" E 23.74 W87 W87 N 11"56'17" W 22.14' W88 N 50' 13'35" E 21.85'
SHARPES ~ _ _ _ C ~J / iNV/ou st ' ( ~j~ 5 H ~y~.(~ 5 H ~9 COVERED ~P•P• ~fHIS CERTIFIES THAT THIS COPY OF THIS PLAT W18 N 23'55'25" E 13.39; W88 TH A PHALT ~ ~ IDENTIFIES AS WATERS AND WETLANDS ALL AREAS W19 N 53'45'27" w 22.7t' W89 W89 N 07'37'51 " E 16.79'
CIRCLE ~ - - - _ . - /~~y. A _ Jl - / _ _ _ _ / 9._ ~ _ = --J ~ `~~3~"'_l I ~ ~.Lr 7Iy ~I111 L fC~ 7 ~ TM ~ OF WATERS AND WETLANDS REGULATED PURSUANT W20 N 30'47'44" E 34.33 W90 W90 N 35'4849" E 22.12' W91 S 60'09'27" E 14.77
wN O, _ _ _ ~ TO SECTION 404 OF THE CLEAN WATER ACT AS W21 N 46'33'21" E 8.06' W9t p to DETERMINED BY THE UNDERSIGNED ON THIS DATE. W22 N 2T37'40" E 50.49' W92 W92 N 83'21'44" E 25.40
a L A T .o N I ~s SSMH#1 ~ ^ ~.P.,. yK .~-r ~~~~'~6 ~5~. % ~ ~ ! i ~ l iq. ~ P.P. . P• N UNLESS THERE IS A CHANGE IN THE LAW, OR OUR W93 3.~ W23 N 21' 13' 12" E 61.69' W93 S 39'37'35" W 14.40 W94 S 82'05'23" W 14.69
P,P. ~ ~ 2 INV. OUT¦ INV. WT-682.89' I - ~ ~ 1~ LI I / ~ ~5~5~ 7~c ~ ~ ( I9/J13 PUBLISHED REGULATIONS, THIS DETERMINATION MAY yy24 N 11'06'44" 81.45' W94 3 BE RELIED ON FOR A PERIOD NOT TO EXCEED FIVE Wy5 N 2'37'35" E 48.53' W95 W95 S 59'56'55" W 34.06'
a ~ S ~ I ~4 ` y p ~y ~ ~ / ~ ~j / ETEN TI ~ \ ~ I ~ ~2"¢ i+,~y i~ ~ ~ y' i~j .yr ~ POND' ~ + Q~ ~P ~ ~ ~ ~~t~ ~I I I ~ I~ ~ ~ ~ , 714 ~v CMPP P.P. / 3,~ti IB YEARS FROM THIS DATE. THIS DETERMINATION WAS yy26 N 14'44'06" E 43.66 W96 MADE UTILIZING THE 1987 CORPS OF ENGINEERS V497 W96 N 27'46'24" E 29.11' W97 N 52' 18'30" E 13.73'
a ~8 , l }~q~ll`~Il~i M~ ; ~/ICI I' ~ ~ ,a~P~% ~y ; j ~ WT~ ~ ~i,.Q ~ ~ ~ W27 N 09'52'52" E 32.60' ~ ~t2 WETLAND DELINEATION MANUAL. W98 W98 N 26'36' 11 " E 21.22'
SSMH 2 el of land situoted I in and being SSMH#2 ~~~Q I~, II I;I~ I I ~ ~ ~ ~ l; d~~i~~j~ i, , s~,~s ~ j~; iii , ~ ~ DETAIL 4 `y WZ$ N 03'02'40" E 44.40' W99 N 40' 12'57" W 21.10' W100 N 42' 12'34" E 11.47'
That certain tract or parc ~ Y 9 . ~ harlotte Paw Creek Township, rtioll m the Cit of C Q? Pa Y y ~ 8~ , {8 Qa . ~ i~ ~~~i~~, ~~~~~i`t~~~\~~\~~~ ~ ~i ~1 >i~~~" %'~%i ,iii %s~ o ~ - 3,~~ W30 N OT05'S3" W 55.26' W100 W101 N 09'53'21 " W 22.42'
. ~ d bei more ou o 258 ote of North Carolina an ~ Mecklenbur Count , St n9 ~ 9 Y ° 28 • 2T N79 ,NETI articular) described as follows. 10 P Y S85°21' ~ ~ o) ; , . ~ ~ I l # \ ~ i ~ ~ ~ nir l l /bra ~ ~ ~ I~'! I°~I~I ~ ` ~ = ^ i .iii! i ~ ~ ~ 11/. ~ ~ og~ ~ SSMH#3 ~ k~o~F~,~ ~~~~/;~j ~ , /i j~19 h I~ , M, ~ ~o ~I~ U.S. ARMY CORPS OF ENGINEERS REPRESENTATIVE W31 N 00'09'59" W 60.96' W~~~ M N W32 N 00'01'50" W 61.26' W102 W102 N 4'38'23" E 33.42 W103 N 15'08'57" E 41.73'
16E ~ t 11 ~ ~ 9.64 15 218. m nt RHYNE haven ublished G E.M.M. SSMH 3 3 3 W33 N 11'48'32" E 55.28' W103 ,11o Ig W34 N 06'34'22" E 119.97' W1U4 W 104 N 071111800 W 29.03'
GINNING at N.C.G.S. Monu e 9 p BE 540.36 feet and E: 1,412,513.99 Grid Coordinates N. 566, ~y'~ T~T~ W35 N 03'54'59" E 34.21' W105 W105 N 00'2946" W 46.46 W106 N 15055'38" W 25.42
7282 thence S 22-24-46 E mb~ned Factor, 0,9998 , feet Co . ~ distance to an ex~stm concrete 7 935.53 feet round 9 3~ 3"~ W36 N 09'56'47" 55.73' W106 WETLAND ~3~ JB W~3? W37 N 13'38' 10" W 30.23' W107 W107 S 87'33'09" W 19.31
~ 9 rners of the John Gnff in ~ ~ z~ merit mark~n the common co 9 monu g s~ ~ ' ( ~3~.\ \ \ \ ~ , i'~zs""'J' ~ ~ ~ r / / ~ ~ BENCHMARK 11-9/~t I"~ y{ ` _ ~ _ . ~ - ~ / / / EXISTING PK 2.030 / - ~ i. ~ //~4~ IL 738 74' I1-9/J1-13 d~ w 15 DATE W38 N 21'03'57" E 25.03' W108 2,030 SQ.Ff. ,~~`l~ W109 W108 N 16013'49" W 25.91' W109 N 52'22'26" W 28.75'
ford Trust ro ert as ac uired ~v r stee of the Foster T, Oroke p p y q T u ~ co ' Pa a 476 and the Barbara L. ti b deed ~n Book 12,122, g Y c~' - W39 N 19'34'35" W 16.45' `t ~ W40 N 03'51'34" W 20.30' W110 ` I4 W 110 N 65'5433" W 13.35'
fired b deed in Book 2,772, Pa e ° Davis ro ert os ac u y 9 P,P ~ P P Y q ~ ount Re fist of Deeds, existing 143 m the Mecklenbur C y g ry ~ 2 9 ~ eeo.2 ~ SSE ~r ~''C _ _ - ~ ~ j~ NA = - 6IL K ~ C \ ~ ~ - ~ ~ - ~~j ~ ~ ~il~ ,tea' .P 3 WETLANDS TABLE W41 N 66.3s~as~~ E 2.00' W>>> Will N 27'37'05" E 21.78' W 112 N 10'42'06" E 21.70'
rnarkin a corner of the Pawtuckett ~ - concrete monument also g W z 169.4, \ `iS .3 ~ \ ` ~ _ . ~ _ / ~ O ~ 1~' O r ` l~ ,18 I3 W42 N 66'36'48" E 53.60' W> > 2 'y5 W43 N 86'07' 12" E 49.50' W 113 W 113 N 61* 1 1'02" E 12.68'
f rmerl as oc uired b Golf Club, LLC ro erty now or o y q Y PP ~ nument ~ k 13134 Pa a 449, sod concrete mo ° deed ~n Boo g ~o ~ CR~E I \ ~ MH - - i i/ ~ ~ 5~ jM~o~ ~ ~ ~ ` \ ~ ~ , ~ ii,~ . ~ ~ ~o.sl ~o Cdr / y~~ ,~~y0~, y~'`~~ WL - (THOUSANDS) JURISDICTIONAL WETLANDS W44 N 56'34'40" E 18.53' W> > 4 W114 N 48026'06" W 14.78' W 1 15 N 40' 14'05" W 19.83'
NT OF BEGINNING thence from sold bem the TRUE POI a 9 z lin of said Golf Club in two 2 ~ ~ ~e s,.Z6 _ i iii ~i~//%%~~%~ / ~ ~ ~ ~a 1~ W45 N 80'4231" E 25.18' W115 ~a 12 A1-3/61-5 =448 SQUARE FEET W46 N 18'57'24" E 21.21' W1t6 W 116 N 01'20'56" E 45.83'
monument and with the e f (lows: 1 South 07-36-09 East courses and d~stonces as o w 6es!~ ~ ~o ~ ~Y moo. z. _ ~D : /~~~~/ii ~'~i/ / ~ s ~ J3 - J3 C1-8 = 730 SQUARE FEET ~"0 3~ D 1-4W = 1,134 SQUARE FEET W47 N 68' 13' 17" E 28.71 ~ W> > ~ W117 N 41'51'53" E 16.03' W 1 18 N 13' 24'53" E 19.77'
i tin nail set in a concrete cart path, ~ 403.56 feet to an ex s g - - 658.76 feet to an existin nail h 78 51 37 West 9 $ ~ s ~.s ~ ~ - ,i !./~y iii-// 683. v~o ' i ~~j j _ ~ i Q ~ 3 2 Ft-10 = 14,450 SQUARE FEET W48 S 81'45'54" E 29.03' W118 W 119 N 36'38'56" E 19.16'
2 Sout mmon corner of ~ h base of a bent iron ~ e, the co 0 atte PP / G1-5 = 557 SQUARE FEET W49 S 62'42'48" E 21.90' W> > 9 'jp 3 ~ 11-9 J1-13 = 2,030 SQUARE FEET W50 N 4753'30" E 55.56' W120 W120 N 40'21'25" E 33.83' W121 N 60'08'53" E 24.75
ildlife Club Inc. a Golf Club LLC and Mecklenbur W r Pawtuckett 9 o as ac uired b deed m Book W now or formerl ro erty q y YPP \ ~ F~8/~i ~ ~~'~~i.4~ ~ ~ 78!2 \ ''~7 ~ ~i0 ~ i ~ ~ /iii// ~7~~1'1 / / ~ ~ ~ l ~ 77U.4 ~ I1 /J1 ~y / % ~ii , j~ !iii / , ~ 95 I1/Jt ~gq / W51 N 76'4658" E 28.95' W121 / DETAIL 1 yy~ _ (HUNDREDS) JURISDICTIONAL CHANNEL W52 58'S3'2a" E 15.63' W~22 W122 N 53046'11 " E 26.42'
• h rice with the northern line of the 1365 Pa a 451, t e g 9 • rt North 87-57-19 / / , ~i~ ~ i / / / / SSMH 11 ~0 VE6~ O ~ \ C/L CRE ~ / / ~ ~ iii / ~ ~ ~ , / A~PHALI~ C~ '9 5 WIDE ~ ~ ~ ~ i/ '~ZN ~ 724.8 / / ~ f130,0 ~ C 3 ~ 1' = 50' W53 N 42'36'33" E 27.06' W123 STREAM 1 = 1,706.3 LINEAR FEET yyg4 N 7g•2g'26" E 6.83' W~24 W123 N 26'06'54" E 23.66 W124 N 0930'30" W 14.05'
Mecklenbur W~Idl~fe Club, Inc. prope y 9 _ • ~ SSMH 4 to an existm bent iron rod, the o West 1,223.89 feet g ; STREAM 2 = 728.4 LINEAR FEET W55 N 6553'07" E 48.75' W~25 W125 N 31'26'47" E 49.23'
c. and Anna Z ° rner of Mecklenbur W~Idhfe Club, In common co 9 w • -419 - 43 5 B w r formerl as ac uired b deed m u. H. Beck ro ert no o y q Y I3 ~ ~ ~~/~//l ~~711.` ~i ~ ~8:~ / ( I I I 3 , is ~ W~~~ INTERMITTENT STREAM = 517.7 LINEAR FEET W56 N 26'08'02" 14.17' W~26 A1-3/81-5 W126 N 07'32'00" E 17.11' W127 S 28'06'00" W 10.02'
P P Y , • thence with the easterl line of Anna 4 Pa a 443 Y AP C k 5 43 ~ ALE o SB ~ Bo P S i i g ~ , ith the Pedro and Zena~da ti 8 C cREE ~ , ~~l~~g~ ~lj/~~ l,, / ~ ; ~ I~ - - ~ ~ ~2a.8 -s'~ ~ ~ ~ i ~ ~ ' j` ~ j ~ ~ N ~ ~g W57 N 79'29' 10" E 5.22' W 127 3 0, W58 N 3527' 13" E 86.87' W ~ Z8 W128 S 26'22150" W 30.32'
H. Beck ro ert and contrnumg w P P Y , $ r formerl as ac uired b deed Hernandez ro ert now o y q Y a P P Y w 1 ~ ~ t 1 1 724.7 ~ ~ ` 725.4 ~1.5 ti ~J P-' ~ / A B 56124 W59 N 45'22'50" 49.68' W129 W129 S 39'32'37" W 25.94 W 130 S 03'40' 19" W 19.52'
rid the Jeanne F. Alwran ro ert = ~n Book 5 403 Pa a 419, a P P Y o > 9 $ in Book 6 224 Pa e 1 ~ .s ~ I,~ ~/e ~1),~~ ~ \1~,,\~~~`,.~~ ~ - iu~ ~ ~ \ ~ I /~aa~ C ~3 ~ JOHN LEWIS S 882.4 / ~ ~ \ \ WIS SMALL / W60 N 88'15'26" E 24.45' W130 41-423 9'32 / ~ W61 N 57'32'49" E 20.57' W131 W131 S 3507'37" W 24.43'
formerl as oc uired b deed ~ 9 r now or y q Y P.P, - - 910,37 feet to an ex~stm bent C 843 North 00 15 06 East 9 ~ $ I . Z ~ ~ ; • /~S~b.\ ~ \ ~ ~ - . - - ~ / ~zda DB 1541-42 c/~ cep ti ~ ~r / L \ 3~~,~~ bs ~z~.a . - ~ ~.a\ ~ ~zs.a ~ I ~ ~ \ / ~ ~ MB 5-213 7 WIDf~ 1 \ ~ '~E"'\ \ ~ ~\\`Z - - _ 1 I ~ I 172h.4 I I 'W / 729.r ~ ~ ~ F~~o j-2~ 3 - 3 W62 N 05'54'21" W 26.52' W132 W 132 N 72' 10'07" W 12.07 W133 S 70' 10'49" W 24.79'
outheasterl corner of the Pedro _ ~ iron fi e said i e, the s y 1 65 40 0, 6 PP PP ~ 9~ , rnandez ro ert now or formerl os ~ and Zena~da He p p y Y ~'y 1 tl m 1~` ~ \ ~\~~l ~ I I I I 4i ~~2. 75.2 W63 N 56'21'36" E 13.14' W133 / W64 N 1 T 16'44" E 17.87 W 134 W134 S 20'40'33" W 34.21'
~i s F Pa a 665• thence with the ) ~r d b deed m Book 6,331, g , acqu e y a P dro and Zenaido Hernandez property E.M.M, . o p~'~G 81.2 1 ~I I ~ $9P~6~\\~ ~ J \ ~ \ \ ~ I I 177,4.5, I I ~ ~ ,tr / / /POSSIBLE .~'~1 ~ W65 01'03'02" E 20.65' W135 W135 S 57'49' 17" W 10.62 W136 S 53'3844" W 17.67'
easterl Ime of the e Y W - - oss~n an existin bent iron i e at North 00 15 06 East, p g 9 P P ~ F Ci ~ ~ ~~as)~//.//% ~ ~ \ ~ ~ ~ ne.~ I I ~ ~`~''ise~r / ~ /OVERLAP C ~ ~ 3 W66 S 09'31'51" W 28.67' W136 W67 N 13'11'08" W 47.18 W137 W137 S 01' 12'17" W 10.24'
otal distance of 407,39 feet to a new M, 100.06 feet, for a t M• 9 hern ri ht-of-wa of the Service et m the sout y a $ iron rods 9 J s w~oE ~ ) ~ . l/~.~ ~i~j~// I / % ~1~~ ~ ~.p ~ I I ~ ~ I ~z~.2 ~ ~ l 172~~ . 99 NCGS MONUMENT WETLAND G1-5 W68 N 32'57'20° E 30.72' W138 9~~~ FOSTER DRAKEFORD ~,,E. 557 SQ.fT. VJ139 W138 S 39'22'28" W 12.15' W139 S 31'55'39" E 17.24'
Road said ri ht-of-wa = h~ h leads to Moores Cha e g Y o 8 Rood w c P T T Pro'ect Reference No. R-224866; ~ eeo,o ~ I i ~ (Eadf/}~~S'~a~..~/ / _ pos., I C I l 4~qQ K~N~AL~L D~iI~V E ~ 9 / 4 ~ / J ~ ~ I I ~ / 72 .3 ~ ~0 ~ ~ q°j / ~ ~ mss. ~ / l \ ~zs. ~ ~ as ~ ~ p o ~ ' I ~ ~~l~ll~ ' / ~ ~ ~ / l / ~i~EA \ ~ \ . t ~ I f + ~ I I I I ~ flrl////~/ j / ~iiFs~ ~ ~ 18~ A ES \ \ \ \ i s. ~ ~B 788$- ~ 2 N: 566,540.36' ~ ~ W69 N 18'S3~56° W 40.88 c~ W70 N 12'20'12" W 23.04'
established from N.C.0.0.. ~ o hern r~ ht-of-wa the Service Road ~ thence followm the sout g y 9 ~ . 6 s M B 5 213 E 1.412.513.99' 3 ~ ELEV.: 691.84' DETAIL 3
rid distances as follows. 1 North three 3 courses a E.I,P. - feet to a new iron rod set, 2 with 16 48-26 East 43.04 3 1"=50'
~ (BENT} ' h havin a radius of ~ r of a circular curve to the r~ t g 1 the a c 9 STREAM ~j ~ mss,! ~9~
len th of 119.60 feet chord: North 1706.3 LINEAR FT. 91.87 feet an arc g - - 111.33 feet to an existin metal 54 06 09 East 9 ~ CRE ?I I~.~III'II I~~~1~~ _ - ~ ~ ~F~ [~E~ L`O.Pn~~NT~~.~ ~ ~ X29.8
h 85-27-16 East 119.64 feet to an monument. l3) Sout o 0 ~~,o~~" 19~~i I~il~~r~~l~l~'~.~11..~~ ~ ~~.3_ ___~~-Y~~~~Aii~PP'EV~ ~ , ~ ~ ~ ~ I ~ I I ~ ~ ~ _ l ~ 9~i NS2~\ \ G2 3 na+6LL~ E _ \ ~ ~ iii -4 'nil -A 1I
existing metal monument on the southerly right-of-way of (J! E.M.M. \ r.r. a~ ~ I''~~'~'~~1 ,''L`-~ / i~~~ ~03~~~\ ~~330~-~$7~\ .~~ui ~ ~'na. ' I I ' l / / •o~~~~~ ~ ~~~rstA~ ~,a ~ wn
Moores Chapel Rood; thence with the southern right-of-way ~ of Moores Chapel Rood three (3) courses and distances os follows: (1) North 79-27-28 East 253.89 feet to on existing \ ~ metal monument, (2) North 64-40-19 Eost 197.09 feet to SSMH#5 • an existing metal monument, (3) North 83-49-40 East X 1 - - ~
dH#5 ~ (Il~~~, ~ I _ _ dos. ~ j 1 \ , 'roo~a~ ~ s:~\ ~ \ ~ ~ \ '?2~•4 \ ~z y o / / ~ '9!j ~t~~~-~, ~~Ff NCGS NONIkAENT r. p ~ a~e• LMN ASSOCIATES, LLC $ O
`,r ~n~ ~ N: 560.899.74' p8 11825-237 I ` E: 1,419.930.51' DUKE POWER Ott .
635.50 feet to a new iron rod, said new iron rod marking o = I I I J ~ ~ ~ ~ ~ ~ ~ / ~ / ~ / t ~ ~ 708 3 \ ~ ~ ~ ~ ~ \ ~ ~ ;25.5' ~ ~ ~ i I!~ \ \ \ Z~\ ELEV.: 768.73' \ I~s I ~1 5 COMPANY DB 1622-115
point on the western right-of-way of Kendoll Drive (S.R. 3 1620) (varioble rightrof-way): thence with the western PEDRO AND ZENAIDA c ~ C ~ REE 1 / t ~ ~ j ~OO.B~ ~ / ` L ~09.J ~ ~ 72 . 7~ / ~s~ v~reE 1;I t~ 1~ (fit. / / ~ e~~.r~ ~ ~ \ '~+~2 - . ~ ~ ~~_iTC \ ~~sb. ~ ~ n 9 I / ~ ~ ~ I
HERNANDEZ ~ ~ rght-of-way of Kendoll Drive three (3) courses and x ,l/1, l~~ 1~ ~l ~ iii.-- i / \ \ ; JOHN GRIPPING, TRUSTEE OF THE MOD9~ ~ ` 1 FOSTER T. DRAKEFORD TRUST t
distances as follows: (1) South 49-OS-23 Eost 31.12 feet DB 5403-419 to o new iron rod, (2) South 22-29-08 West 161.00 feet ~ ~ ~ ~ ~ ~ ~ . 69 1 ~ ~ ~ ~ ~ 700 - ~ ~ \ ~ ~ ~ ~ ~ ~ ~ \t. \ ~ ~ ~ ~ ~ ~ 72~ ~ / I I 7N. v ~ I9 DB 12l 22-476 ~so• S m.~a ~ 1 1
to a new iron rod, (3) South 31-41-59 West 301.40 feet ~~~'M to o new iron rod, said new iron rod marking the southerty ~I/ I~ . i ~ ~694T' ~ Ig ~ ~ ~ \ ~ M0. ~ / I ' 1,1` I9/J18 I9/J189 MB 5-213 \ ~~Rw#,e ~AF~ , \ IB \ ~ 159y~~~ g~ ~ E1Y,~ .i
terminus of Kendall Drive; thence with the southerly terminus I~d~ _~~~,.-~.Z; 1~ ~ ~ ~ ~ ~ ~\\\~s~a ~ ~,,I 1 1,,\x.5 J1 \ ~ys~ ,5~~--. n \ ~s m
of Kendall Drive South 45-49-33 Eost 30.37 feet to a new o nail, said nail marking the eastern right-of -way lire of AREA FULL OF I\\ ~ . J~~ 1 ~o.b ~ / / ~ ~ ~ ~ - ` \ ~i~1. ~ `t24~t_l ~ ~e , SEE J1 / ~ ~ % J J/ , i ~ i~ tea`' ~ ~ ~ ~ ~ ~ 4 J11 IB S ~ S`T Jp,W~G9 ~ ~ , ~ J1 ' o
Kendall Drive and the southwestern corner of Mary Lee ~ F CONSTRUCTION C/ CR I
McCullough property (now or formerly) as acquired by deed ~ ~ • in Book 5,403, Page 419; thence with the southern line of ~ ~ DEBRIS 27 wID 27 WID ,~.5~$.\ ~ ~ ~69~4!S i i ~ - y98.~ ~ \ \ \ ~ I J1 8 r~7~7 6B+pf.tJ//~ ~9~'~~/ ~ i iii ~ ~ 11 1 ~ 7~ ~ ~ ~ / I / J8 ~ f NO• ~ - - '°0 ~s
Mary Lee McCullough property o~d continuing with the \ °f southern lines of John Lewis Small property (now or 6A9.7l.--6 ~sEG~o / ~ r~~ i ~ - ? - ~ ~ }P ~ ~ ,p C 8 ..718.9 ~ I J7 'I . ~ I 8 JO ~ i ~ / . ~ ~ 709:7 ~ . ~ }t I ~ I I4 I5 ¢4~3' f4 \ 782.86 782.86 N
formerly) as acquired by deed in Book 1,541, Poge 423, ~ 67 ~ ~ E~? g ~ L_ " ~ ~1 / ~ ~ = / ~ J 'I ~ I \ .i / ~ ~Z ~ ~ ~ / ~ ~ ~ ~ 7t9.3~ 71 .6 J5 8 I3 BARBARA L. DAVIS s~xs~ un~m a ~nsE~r+r 1 MH
Foster Drokeford property (now or formerly) as ocquired by - - - _ deed in Book 7,888, Page 12, and aforementioned John ~ 6~ ' DB 2772-143 ~ *~s-~' ~ MB 5-213 ' BENCFIMARK WUL IN POLE 778' m - J
Griffing Trustee of the foster T. Drakeford Trust property E.I.R. OFF-UNE -0. 1' ~I~ ~~~1~~T LN la~~ l~~os.s~~L~~/i / / ~ ~ ~ ~J~~ ~ ) ~l ~ ~3 i2 ~ ~ 7053 It
(now or formerly) as ocquired by deed in Book 12,122, o SU. 5+45.as 2~~ ~ ~ Page 476 South 45-49-33 East 980.46 feet to the point ~ BENCHMARK NAIL IN 14'~~ c ~ cR~~ ~ - - ELEVATION ~ 782.68 a LUCIOUS &
and place of BEGINNING, containing 2,312,381 squore feet or HICKORY ELEV.= 671 .26 ~ ~ I 53.0850 ocres of lord as shown on o survey prepared by R. ' ~ ~~/jj !~~~~444 ~ ~ ~ ~~~sa,\ ~1'Q• 1 ~ ~ioB.s / ~ 3,c"P ~ ~ ~ I1/J1 / I ~t~/~~j~~~~% ~J~ .;~-~J ~ ~ 1`1 \ ~~~~3 ~ ~ ~ ~ 714.8; ~ i ~ / 1 CAROLYN LOVE DB 5466-880
6. Pharr & Associates, P.A. doted Morch 28, 2005 (Map ~ ' ~ ~ '589.8 ~ 693.E I ~ ~ I 7vy2 /706. ~ / ~p/ \ ~ ~ ~ - C~~DITCH BEGIN STREAM FIVE MAR ~ P.o.& PROPERTIES, LLC m \ CB
File IT-119) . ' % . ~~gpic4.-= 696 j/ . / ~ 703 / ~ ~ / / ~1 7jB.6 ~ ~ _ 3 DE CH ; IXISTkIG CONCRETE p6 9154-630 ~ D4W/F1 ~ IIpNUMENT • GRATE 780.69 OUT 778.29
o N: 559,204.28 ~4 •
LEGEND ?r' ~ ~ .Lv~ i ~~9'~ ~/~i- ~ ~ - . i z9~,G- ~ / / ~ 715.0 I co F8 3 E: 1,415,539.63' ~b (OLD TRACT #3) / ~p ~ wwie~ ~
NN -NEW NAIL ~t//// ~ ~ ~ = ~ j _ /j ~ts.o SEE ~ o 7 C
EN - EXISTING NAIL _~x ~ ~y/~ DETAIL 3 ~ Fe WOODED ~ ~c~ W t~~sQ F7 W = Q
EIP -EXISTING IRON PIPE ANNA H. BECK ,asp `~``~t 6~ EIR -EXISTING IRON ROD pg 5434-443 NIR - NEW IRON ROD ~ / ~ ECM - EXISTING CONCRETE MONUMENT ' e'~'~ 0J~`~ SSMH#6 ~~jj~`%/~~ ~c~:5 (OLD TRACT #4) 3~WID CH Fs KROLY'N LOVE DB 8652-800
~i 5 es ~ ~ ~0~ `~~~M / CARo~e e eN wEn~wo F~-~o ~ ~ ~
EMM -EXISTING METAL MONUMENT y~.~ f ta,aso soar. ~ 3~ ~ ozw ~ ~ V~~~" ~ ~~a JERR • w~vwo c~-a ~ O ~ ~ JERRY &
PP - POWER POLE ~ LP - LIGHT POLE C/~ C ~ 70i.0~ _ \ ~ 3 14,45 4 F4 Eo ~ ~ Aso soar. ~ ~Q,. / y JOAN N FS 3 moo, W92 ~ /i. ~ o. D8 4677 ~V JOAN NEAL s
TP -TELEPHONE POLE 2b E SMH WOODED 3~WIDEC~~ ~ FS DB 4677-705
TB -TELEPHONE BOX x PB -ROWER BOX 3[~ ~pE
GW -GUY WIRE 3 PM -POWER METER 2'LWIOE C
WM -WATER METER ~~w EK j j 8, WIO~E~ F2 c, C7;~ ~ V m 3 ~
WB -WATER BOX FH -FIRE HYDRANT ~ 1 3 3' W 0~ D4W/Ft ; X00 Ct /C8 N ~ ry 1 l^°
OHP -OVERHEAD POWER ~ SMH C/L _QIfCH pgyr ~ 4 Malt p~/El I C~ .i W
OHT -OVERHEAD TELEPHONE ~ UGT -UNDERGROUND TELEPHONE W C/~ DrtCH ~w SE 4 ~ DETAI INTERMITTENT STREAM ~ ~ SEE DETAll2 ~O
EOP -EDGE OF PAVEMENT ~x GAS -UNDERGROUND GAS LINE DETAIL 2 y~`a~ 1 " = 50' / /
R/W -RIGHT-OF-WAY ~ ~ 517.7 UNEAR FT. E4 ~w ~ CONCRETE GOLF ~ ~ W,F, p~~A c5 CART PATH fi ~ PITTMAN z
SSMH -SANITARY SEWER MANHOLE ~ ~o~,~' RCP -REINFORCED CONCRETE PIPE ~ ~ e;o~ ~ C5 DB 2996-242 2996-242 w 1 E
• POB -POINT OF BEGINNING ~ e ~~M SSMH iSMH s~vn ~ ~ c~ ~C6/ EXISTING CONCRETE a4 NAB IN TOP OF (Y1R8 t~ fw
R 3 WIDE C1 e / ,~t1AN~~ N: 558,804.27' :t~ -
NOTES ~ I~ E 3 C/L DfTCH ~ g61.24 IN FRB ~ E: t .415.593.02' y S Qa`„~ ry~ \ q\,~7 ~ \
3 w~oE SEE ,~,g ~ DETAIL 1 EfAIL 1 tREE UNE '37"N '~S G~'~`( LAM PAWTUCKETT GOLF CLUB, LLC ~ ~ ii
1. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A 23~WIDE TITLE COMMITMENT REPORT. R.B. PHARR & ASSOCIATES, 284.60' ~ ro 3 HARLO~E DB 13134-449 PAW CREEK CROSSING\
P.A..DOES NOT CLAIM THAT ALL MATTERS OF RECORD E.I.R. (BENT) 250.09' (EIR TO wE7~gNp) WHICH MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY 939.29' E.N. O N 87°57'19" W 1,2~i.89' (TOTAL) E.I.R. G LIMITED PARTNERSHIP ~ D8 8988-519 SCALE: 1" =100'
ARE SHOWN HEREON.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS ~ MAP IS APPROXIMATE, BASED ON INFORMATION PROVIDED
BY OTHERS OR BY FIELD LOCATION. UTILIN LOCATIONS AS MECKLENBURG WILD LIFE CLUB TOTAL AREA: 2,312,381 SQ. FT. \~~~~~\~\\11?C A fR ~i/~j~///i FT. OR 53.0850 ACRES
• SHOWN HEREON ARE INTENDED FOR PLANNING ONLY. ACTUAL LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED DB 1365-451
WITH THE INDIVIDUAL UTILIN COMPANY BEFORE CONSTRUCTION, SANITARY SEWER MANHOLE TABLE ~ ~~~~~~~~:,••"••••,~~/~i~ii REVISIONS ALTA/AGSM L = a~0 ti9s~ 8/15/05 - TO A00 TOPOGRAPHY S M LAND TITLE SURVEY FOR:
3. NO RECOVERABLE NCGS MONUMENT LOCATED WITHIN 2000' SSMH OF SUBJECT PROPERN. 1 SSMH RIM INV. IN (A) INV. IN (B} INV. OUT 1 693.30' 684.64' ~aa.as~ SURVEYOR'S CERTIFICATION
2 692.32' 684.38' 684.27' 10/17/05 - TO A00 TREES ANO TB D
4. SUBJECT PROPERTY ZONED R-4 Z MINIMUM FRONT SETBACK - 30 FEET 3 3 690.46 683.67' 683.42' This is to certify that this map or plot and the survey on which it POND 4 687.4t' 679.16' 679.23' 678.93' is based were made (i in occordonce with Mi ~imum Standard Detail _ SEAL ~ i _ WATERLINE GAYNOR DEVEL FLOOD CERTIFICATION _ $ L-4341 O~~ 5/11/06 - TO SHOW ADDITIONAL IEVELOPMENT COMPANY (OWNER)
MINIMUM SIDE SETBACK - 6 FEET 4 MINIMUM REAR SETBACK - 40 FEET 5 5 688.19' 676.13' 675.84' Requirements for ALTA>ACSM Land Title Survey s, jointly established ° TOPO. e ~ 9400 KENDA THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT ~Q ~1~<!~?~ CITY OF CHARLOTTE, 40 KENDALL DRIVE; MOORES CHAPEL ROAD
5. ELEVATIONS ARE BASED ON NCGS MONUMENT "M 038", 6 6 675.37' 663.45' 663.37' and adopted by ALTA., ACSM and NSPS in 1999, and includes Items 1-4, 6-10, 110, 13 of Table A thereof. Pursuant to the Accuracy 7 747.11' 741.01' 740.89' Standards os adopted by ALTA., NSPS and ACSM and in effect on the iARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
WITH A PUBLISHED ELEVATION OF 768.73' (NAND 88). ~ 8 8 746.33' 739.08' 738.89' dote of this certification! undersigned further certifies that proper field LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON SUK•'~~~'~ ~ XES: DB 2330-47, DB 13460-544 & DB 13455-153
6. THE OFF-SITE RIGHT-OF-WAY SHOWN HEREON IS FORT,r,r^ g 9 COVERED BY NEW ASPHALT procedures, instrumentation, and adequate survey personnel were employed _ _ m order_to achieve results comparobfe to those outlined in the "Mirnmum "---"-----a. t... c.....e., uenc~~romnn+c Whirh ~ GENCYRFEDERALBINSURANCEE DMINIS R TEONY D TEDGEMENT ''oi~gti~~Ei ~~iw10~~o`° DEED REFERENCES: DB - . - - - • ~..r,~o :-,r" men, ~ dr TAX NUMBERS: 055 3ERS: 055-191-01, 055-111-01 & 055-111-02
7p • ILLUSTRATIVE PURPOSES ONLY. II-It UNUtKJIUNtU uuciirico 10 743.50" 734.40 /J`f•I I Angle, Ulstance, ana %.iosure rcC ~ra1i1a11aa x•-• 11 COVERED BY NEW ASPHALT Control Land Boundaries for ALT ACSM Land Title Surveys. FEBRUARY 41 'LUU4; I.VMMVIVII T IVVMDCR J/V 1.l:lV T'r~
ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND DOES NOT ~ ~ CERTIFY TO THE RIGHT-OF-WAY WIDTH OF ANY ADJACENT 200 100 O 100 200 12 716.64' 700.86' 700.64' 10TH AUGUST os R.B. PHAR THIS IS TO CERTIFY THAT ON THE DAY OF 20 AN ACTUAL 19 SURV SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES 1 HARR & ASSOCIATES, P.A. SURVEYING & MAPPING
PROPERTIES. 12 - XgE 13 13 701.23' 693.30" 692.98' Dote: March 28. 2005 AND THE IMPROVEMENTS, IF ANY, ARE AS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE 231 POE 231 POST OFFICE DR., UNIT B-6
7. NCDOT CLAIMS NO RECORDED RIGHT-OF-WAYS AT THE 14 111 INTERSECTION OF FREEDOM DRIVE, LITTLE ROCK ROAD AND 15 14 700. 60' 692.42 692. 915 694.04' 685.90' 685.74' (signed) (seal) FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1600 (21 NCAC 56) AND THE RATIO OF PRECISION DOES NOT ~ INDIAN TRAIL, N.C. SAIL, N.C. 28079 TEL. [phone]
MOORES CHAPEL ROAD. HOWEVER (PER ROGER USK, NCDOT SCALE IN FEET ~s AGENT), NCDOT DOES CLAIM MAINTENANCE FROM BACK OF 1 1OOH 17 16 754.48' 746.32' 746.20 E. Daniel Wooten L-4341 EXCEED AN ERROR OF CLOSURE OF ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES RAWN: REVISED: SCALE: DATE: THE SQUARE ROOT OF THE NUMBER OF ANGLES TURNED. CREW: SIGNED EH JS JS/AB 1 "=100' AUGUST ATE: FILE NO. IT-1 19B
WALK TO BACK OF WALK OR BACK OF ROAD SIDE DITCH TO 17 765.24' 757.62 AUGUST 10, 2005 JOB NO. 67953
BACK OF ROAD SIDE DITCH.