20061162 Ver 1_Complete File_20060717

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PROGRAM
INVOICE
October 3, 2006
Neighborhood Creations
207 Benedetti Court
Cary, NC 27513
Project: Ridge at Kenneth Creek
County: Wake
DWQ No: 06-1162
USACE ID: 2006-40878-292
EEP No: ILF-2006-4765
Q'T ir
O6- II ID
OCT 5 2006
V EuS AND SWATER QUP'i-?Ty
T R SAT R BRANCN
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above reference
project through payment of a fee to the North Carolina Ecosystem Enhancement Program (NCEEP). In accordance with 15A NCAC
2H.0500, the amount you owe is based upon the 2005-06 Fee Schedule and has been calculated as follows (Please note: payment of
wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call David Robinson at
919-715-2228.
Riparian Wetlands 0.75 acres x $ 27,847.00 = $ 20,885.25
Non-Riparian Wetlands 0 acres x $ 13,924.00 = $
Saltwater Wetland 0 acres x $139,235.00 = $
Stream 0 linear ft x $ 232.00 = $
Buffer -Zone 1 & 2 0 sq ft x $ .96 = $
TOTAL AMOUNT DUE $ 20,885.25
Please mail a check payable to NCEEP for the Total Amount Due to the address below, and enclose a copy of this invoice.
NCDENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please note that a payment made to NCEEP is not reimbursable unless a request for reimbursement is received within 12 months of
the date of the receipt. Any such request must be accompanied by letters from the permitting agencies stating that the permit and/or
authorization have been rescinded. If the payment check's account name is not the same as the permit holder's name please include a
signed statement that the check is being written on behalf of and with full knowledge of the permit holder.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM NCEEP PRIOR TO COMMENCING THE
ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY 404 PERMIT AND/OR THE 401 WATER QUALITY
CERTIFICATION.
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
RLStDYl,GL9... ... Prot" oar .State,
T
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
O?O? W AT ?9pG
Ir:1 ?

O Nii? '1;?
Neighborhood Creations
207 Benedetti Court.
Cary, NC 27513
Michael F. Easley, Governor
DWQ Project # 06-1162
Wake County
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 17, 2006
Subject Property: The Ridge At Kenneth Creek
UT to Kenneth Creek [030607, 18-16-1-(1), C]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.2814 acres of wetland (0.2673 acres permanent impact,
0.0141 acres temporary impact), and 148 linear feet of permanent, perennial stream impact, to
construct the proposed residential subdivision at the subject property, as described within your
revised application dated August 2, 2006 and received by the N.C. Division of Water Quality
(DWQ) on August 7, 2006 and all additional information submitted and received by the DWQ on
August 29, 2006. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s)
allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers
(USACE). In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, and Non-discharge regulations. 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.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
401 Oversight/Express Review Unit
1650 Idad Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
Alan W. Klimek, P.E. Director
Division of Water Quality
None Carolina
Ntirma!!il
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Neighborhood Creations
Page 2 of 5
September 5, 2006
The Additional Conditions of the Certification are:
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 are
approved including incidental impacts:
Amount Approved Units PCN Reference
404/Wetland 0.2814 [(acres) 0.2673 acres permanent
impact, 0.0141 acres temporary impact PCN page 8 of 14
Stream - perennial 148 linear feet PCN age 9 of 14
2. Erosion & Sediment Control Practices
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
Carolina Sediment and Erosion Control Planning and Design Manual.
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.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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 Pre-Construction Notification. 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. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization 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 to any land disturbing activities to ensure
compliance with 15A NCAC 2B 33 and GC 3402.
Neighborhood Creations
Page 3 of 5
September 5, 2006
5. 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 (NCGO10000) 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.uslsulFornts Docuntents.htm.
6. 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 designed and installed to allow for aquatic life movement as well
as to prevent head cutting of the streams. If any of the existing pipes are or become perched,
the appropriate stream grade shall be re-established 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.
Placement of culverts and other structures in waters, streams, and wetlands must be placed
below the elevation of the streambed by one foot for all culverts with a diameter greater than
48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches, to allow low flow passage of water and aquatic life. Design and placement of
culverts and other structures including temporary erosion control measures shall not be
conducted 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.
Neighborhood Creations
Page 4 of 5
September 5, 2006
Upon completion of the project, the Applicant shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the NC Division of Water Quality 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.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample
deed notification may be modified as appropriate to suit to this project.
8. Perennial Stream Impacts
Please note, if perennial stream impacts exceed 150 linear feet, as measured in the field by
DWQ personnel, this project will require stream mitigation.
9. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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.
10. 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/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 276994650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Neighborhood Creations
Page 5 of 5
September 5, 2006
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-
1786.
Sincerely,
AWKIi m
Enclosures: GC 3402
Certificate of Completion
Al W. Klimek, P.E.
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Shawn Guyer, Spaulding & Norris, P.A., 972 Trinity Road, Raleigh, 27607
Filename: 061162TheRidgeAtKennethCreek(Wake)101
yG &. NORRIS, P.A.
Design Consultants
972 Trinity Road TEL [phone]
Raleigh, North Carolina 27607 0 U 1 1 la FAX [phone]
Transmittal
Date: 08.28.2006 Job. No: 609-05 DWQ project # 06-1162
To: NC Division of Water Quality, Central Office
2321 Crabtree Boulevard, Suite 250 E %45o HA&6 SE0Cv,c6 eENrE,Q]
Raleigh, North Carolina 27604-2260 [ Zfyy - lr.5e]
Attn: Ms. Cyndi Karoly
Re: Response to request for more info for The Ridge at Kenneth Creek, Fuquay Varina, NC
Sending:
® Attached ? Under separate cover
via
the following
items:
? Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Q?@[RodN1
AUG 2 9 2006
OENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH

Transmitted for:
® Your use
? As requested
? Review and comment
Copies Date Description
1 08.28.2006 Response letter
1 08.28.2006 CD

- t
? Approved as submitted ? Resubmit ? Copies for approval
? Approved as noted ? Submit ? Copies for distribution
? Returned for ? Return ? Corrected prints
Remarks Ms. Karoly- Attached please find our response to your Request for More
Information for The Ridge at Kenneth Creek, located in Fuquay Varina, Wake County, North
Carolina.
CODV to:
Please do not hesitate to contact me if you have any questions. .,

SPAULDING & NORRIS, PA
Planning • Civil Engineering • Environmental
August 28, 2006
Ms. Cyndi Karoly
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604 - 2260
RE: Request for More Information for The Ridge at Kenneth Creek Subdivision,
Fuquay-Varina, Wake County, North Carolina
DWQ Project # 06-1162
Dear Ms. Karoly,
The following information is provided in response to your August 9, 2006 Request for More
Information regarding The Ridge at Kenneth Creek subdivision.
1) Please provide documentation from the NCEEP indicating their willingness to accept your
request to purchase riparian wetland mitigation credit to mitigate for the proposed riparian
wetland impacts listed in your PCN application per section VIII, No. 2.
NCEEP approval is attached.
2) Please provide documentation of USACOE concurrence with the delineation of onsite waters
when it becomes available.
Mr. Thomas Brown of the USACE conducted an onsite visit on July 26, 2006 and concurred with the
delineation. Please see attached copy of email from Mr. Brown of August 25, 2006.
3) Please submit your electronic CAD files for this project specifically showing the stream impacts.
Please submit your data via CD and email them, size permitting, to i;ur.numillan%i ncmail.net.
File was emailed on August 28, 2006 and copy is attached to this letter on a CD.
Please do not hesitate to contact us if you have any questions regarding these responses.
Sincerely,
Shawn Guyer, E.I.T.
Environmental Engineering Assistant
DR
AUG 2 9 2006
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Phone: [phone] • Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607
August 15, 2006
Shawn Guyer
Spaulding & Norris
972 Trinity Road
Raleigh, NC 27607
Project: Ridge at Kenneth Creek County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear 0.2673 0 0 0 0 0 0 0
03030004
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at{919)-715-2228.
Sincerely, (?
W. 7amD.ilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
Resto?u?t9... E ... Pro" 0tW r at&
®?L
C-dEH1R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Page 1 of 2
Shawn Guyer
From: Brown, Thomas L SAW [[e-mail]
Sent: Friday, August 25, 2006 12:11 PM
To: [e-mail]; [e-mail]
Cc: [e-mail]
Subject: RE: magnolia creek fuquay varina
All,
Jay is correct. We confirmed the wetland and stream jurisdictional areas on July 26, 2005
Thanks,
Thomas Brown
USACE
Raleigh Regulatory Field Office
919-876-8441
From: jay keller [mailto:[e-mail]]
Sent: Friday, August 25, 2006 12:07 PM
To: 'Ian McMillan'; Brown, Thomas L SAW
Cc: [e-mail]
Subject: RE: magnolia creek fuquay varina
Hello Ian, Thank God its Friday. Your file #: 061162. Current name: The ridge @ kenneth creek. Hope this
helps, let me know if there's anything else, and have a great weekend. Jay
Thomas, please do a reply all per note below.
From. Ian McMillan [mailto:[e-mail]]
Sent: Friday, August 25, 2006 10:49 AM
To: jay keller
Subject: Re: magnolia creek fuquay varina
Jay, we don't know what project you are referring to here. - Ian McMillan
jay keller wrote:
Hello Ian, hope you're having a good week. 1 wanted to let you know that Thomas and I visited Magnolia Creek in
Fuquay Varina on July 26. We confirmed that the wetlands flagged and surveyed were accurate. Please let us
know if you need anything else and I'll let Thomas reply to us all for our records. Thanks for your help. Also,
please note contact changes below for your records.
Jay
Jay Keller
Principal
8/28/2006
GREENHORNE &
1 ,
O'MARA, INC.
VISIONS. S U i U IIO N S.
April 6, 2005
Ms. Cyndi Karoly Supervisor, 401 Oversight Unit
NCDENR
DWQ, Wetlands/ 401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
RE: Rowan County, DWQ # 04-0642
Shops at Arlington Station, Freeland Drive, Salisbury, NC
Dear Ms. Karoly:
GENERAL CIVIL
TRANSPORTATION
RESOURCE MANAGEMENT
GEOGRAPHIC SCIENCES
Please find enclosed three copies of our proposed final stormwater management plan for prospective
tenants for the budget Inn portion of the tract as required to prepare the final stormwater management
design required for completion of the 401 package as requested in your letter dated March 22, 2005.
Please find enclosed the following information as requested:
1. Revised permanent pool depths between 3 and 6 feet
2. Revised forebay storage of the total basin volume
3. Supporting calculations for the orifice size and drawdown period.
Please feel free to contact me if you have any questions or need additional information.
D
Sincerely yours,
GREENHORNE & O'AIARA, INC.
Donald E. Gibbs, P.E.
Senior Project Manager
Enclosures
cc: Mr. Alan Johnson - Mooresville Regional Office
Andrea Engelmann
APR 7 2005
t cTTU pS AND - WATER QUALITY
5565 Centerview Drive, Suite 107 • Raleigh, North Carolina 27606 • Phone: [phone] • Fax: [phone]
www.G-and-0.com I
RE: magnolia creek fuquay varina
Subject: RE: magnolia creek fuquay varina
From: "Brown, Thomas L SAW" <[e-mail]. army. mil>
Date: Fri, 25 Aug 2006 12:10:56 -0400
To: <[e-mail]>, <[e-mail]>
CC: <[e-mail]>
All,
Jay is correct. We confirmed the wetland and stream jurisdictional areas on July 26, 2005
Thanks,
Thomas Brown
USACE
Raleigh Regulatory Field Office
919-876-8441
From: jay keller [mailto:[e-mail]]
Sent: Friday, August 25, 2006 12:07 PM
To: 'Ian McMillan'; Brown, Thomas L SAW
Cc: [e-mail]
Subject: RE: magnolia creek fuquay varina
Hello Ian, Thank God its Friday. Your file #: 061162. Current name: The ridge @ kenneth creek. Hope this
helps, let me know if there's anything else, and have a great weekend. Jay
Thomas, please do a reply all per note below.
From: Ian McMillan [mailto:[e-mail]]
Sent: Friday, August 25, 2006 10:49 AM
To: jay keller
Subject: Re: magnolia creek fuquay varina
Jay, we don't know what project you are referring to here. - Ian McMillan
jay keller wrote:
Hello Ian, hope you're having a good week. 1 wanted to let you know that Thomas and I visited Magnolia Creek
in Fuquay Varina on July 26. We confirmed that the wetlands flagged and surveyed were accurate. Please let
us know if you need anything else and I'll let Thomas reply to us all for our records. Thanks for your help. Also,
please note contact changes below for your records.
Jay
Jay Keller
Principal
Keller Environmental, LLC
1 of 2 8/25/2006 12:35 PM
RE: magnolia creek fuquay varina
7921 Haymarket Lane
Raleigh, NC 27615
919-844-7437 office
919-844-7438 fax
8/25/2006 12:35 PM
Eco.. stem
PROGRAM
August 15, 2006
Shawn Guyer
Spaulding & Norris
972 Trinity Road
Raleigh, NC 27607
Project: Ridge at Kenneth Creek County: Wake

The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone I Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear 0.2673 0 0 0 0 0 0 0
03030004
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely,
Wi 7m.D.ilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
UJR@[R0YfE no m.
R"tv .. ... ?fat& AUG X 7 2006 A
VProtetq Octr _ ----M EM
DENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NCB %VXiIQ A&kH0476 / www.nceep.net
4 t . - Michael F. Easley, Governor
William G. Ross Jr., Secretary
'%% North Carolina Department of Environment and Natural Resources
> Uw` Alan W. Klimek, P.E. Director
o ?
Division of Water Quality
August 9, 2006
DWQ Project # 06-1162
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Neighborhood Creations
207 Benedetti Court
Cary, NC 27513
Subject Property: The Ridge At Kenneth Creek
Ut to Kenneth Creek [030607, 18-16-1-(1), C]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On August 7, 2006, the Division of Water Quality (DWQ) received your revised application dated July
14, 2006, to impact 0.2814 acres of wetland (0.2673 acres permanent impact, 0.0141 acres temporary
impact), and 148 linear feet of permanent, perennial stream impact, to construct the proposed residential
subdivision. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore, unless we
receive five copies of the additional information requested below, we will have to move toward denial of
your application as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete
until we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
1. Please provide documentation from the NCEEP indicating their willingness to accept your
request to purchase riparian wetland mitigation credit to mitigate for the proposed riparian
wetland impacts listed in your PCN application per section VIII, No. 2.
2. Please provide documentation of USACOE concurrence with the delineation of onsite waters
when it becomes available.
3. Please submit your electronic CAD files for this project specifically showing the stream impacts.
Please submit this data via CD and email them, size permitting, to [e-mail]
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: ham://h2o.c r.state.nc.us/newetlands
N° a Carolina
NturallY
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Neighborhood Creations
Page 2 of 2
August 9, 2006
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sin rely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijnt
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Shawn Guyer, Spaulding & Norris, P.A., 972 Trinity Road, Raleigh, 27607
Filename: 061162TheRidgeAtKeanethCreek(wake)0n_Hold
DWQ 06-11,62 The Ridge at Kenneth Creek
I
Subject: DWQ 06-1162 The Ridge at Kenneth Creek
From: Laurie Dennison <[e-mail]>
Date: Fri, 11 Aug 2006 07:49:31 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via US Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
061162TheRidgeAtKennethCreek(Wake)On_Hold.doc
I of I
Content-Type: application/msword
Content-Encoding: base64 j
8/11/2006 7:49 AM
SPAULDING &. NORRIS P.A.
Design Consultants
3 INW? 1N
972 Trinity Road TEL [phone]
Raleigh, North Carolina 27607 _ FAX [phone]
Transmittal
Date: 08.07.20o6 Job. No: 609-05 DWQ project # 06-1162
To: NC Division of Water Quality, Central Office
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-226o
Attn: Ms. Cyndi Karoly
Re: Revised PCN application packet for The Ridge at Kenneth Creek, Fuquay Varina, NC
Sending:
® Attached ? Under separate cover the following
via items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
5 o8.02.20o6 PCN Application packet
1 07.14.20o6 Application Fee $200.00 (Chk # 8252)

]CH

Transmitted for:
® Your use
? As requested
? Review and comment

do D
D
2006
UENR - WATER QUALITY
"iETWO3NrAStU`lr WATE BRMCil
? Approved as submitted ? Resubmit ? Copies for approval
? Approved as noted ? Submit ? Copies for distribution
? Returned for ? Return ? Corrected prints
Remarks Ms. Karoly- Attached please find 5 copies of the Revised PCN Application packet
for The Ridge at Kenneth Creek, located in Fuquay Varina, Wake County, North Carolina.
Please do not hesitate to contact me if you have any questions.
Cony to: _V-?IfA-evert r,
Guyer
L
SPAULDING & NORRIS, PA
Planning • Civil Engineering • Environmental
August 2, 2006 Q(,, l 1 l,? 2
Ms. Cyndi Karoly
N.C. Division of Water Quality
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
RE: Response to Request for Additional Information - The Ridge at Kenneth Creek
DWQ Project # 06.1162
Dear Ms. Karoly,

This letter is written in response to your letter of July 20, 2006 informing us that we submitted the
incorrect application fee for the Ridge at Kenneth Creek subdivision. In the time since our July 14, 2006
application was submitted, several changes to the subdivision have taken place. Although the overall
layout of the subdivision was not changed, the changes had a positive influence on our overall wetland
impacts.
We are attaching five copies of a revised Pre-Construction Notification reflecting these changes as
well as five copies of our revised Wetland Impact Maps and associated construction drawings.
The total revised impacts are:
Temporary Wetland Impact:
Accumulated Area: 616 SQFT (0.0141 Acres)
Permanent wetland impact: -
Accumulated Area: 11,640 SQFT (0.2672 Acres)
Permanent Stream Impact: 148 LF
1,184 SQFT (0.0272 Acres)
Following the revisions, the total stream impact for the site falls below the 150-foot threshold and
our original application fee of $200 is now the correct amount. We are resubmitting check #8252.
Please do not hesitate to contact me if you have questions, comments or concerns about these
t, revisions. Thank you in advance for your time spent reviewing these revisions.
Sincerely,
Shawn F. Guyer, E.I.T
Environmental Engineering Assistant
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wn t.1 Im ITY
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Phone: [phone] • Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. b - h ?-
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further det
D.. ..
H. Applicant Information
AUG a06
1. Owner/Applicant Information
TN','P A7ER WMCH
Name: Neighborhood Creations -? .r. 1gP34_.._._
Mailing Address: 207 Benedetti Court
Cary, North Carolina 27513
Telephone Number: 919.621.4626 Fax Number: 919.460.6072
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Shawn Guyer
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: shawnnspauldingnorris.com
Page 5 of 14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Ridge at Kenneth Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0656-51-1532
4. Location
County: _Wake Nearest Town: Fuquay Varina
Subdivision name (include phase/lot number): The Ridge at Kenneth Creek
Directions to site (include road numbers/names, landmarks, etc.):
Traveling South from Fuquay Varina on Highway 401, turn right onto Wagstaff Road.
Travel 0.7 miles, turn right onto Bridlemine Drive. Site is immediately on the left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.56591 ON 78.81304 °W
6. Property size (acres): 48.049 acres
7. Name of nearest receiving body of water: UT to Kenneth Creek (Classification C: Stream
ID 18-16-1-(1))
8. River Basin: _ Cape Fear (Subbasin 03-06-07: USGS HUC 03030004)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 14
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
The property is a wooded mix of hardwoods and pines. The property is bisected by a one
hundred-foot wide Carolina Power and Light power line easement. The land to the east is
developed as residential subdivisions. The majority of the other surrounding areas are
comprised of single-family residential homes.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the development of a residential subdivision and the associated
infrastructure, including: roads, water supply, and sanitary and storm sewers. Equipment
used will include, but is not limited to trackhoe excavators, bulldozers, rollers, asphalt
pavers, and other grading and road construction equipment.
11. Explain the purpose of the proposed work:
The purpose of the proposed work is to provide the necessary infrastructure to support a
residential subdivision of single-family homes.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Streams and wetlands on the site have been delineated and surveyed. We are currently
waiting for the USACE to schedule a site concurrence meeting.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future permit applications anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 7 of 14
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The proposed wetland impacts associated with development of The Ridge at Kenneth
Creek include stream and wetland impacts for a residential street stream crossing and
wetland impacts associated with grading for a residential street.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Impact Area #2 Road grading & storm Forested YES 10 0643
0
[Permanent] drainage .
Impact Area #3 Road grading & storm Forested YES 0 0
2030
[Permanent] drainage .
Impact Area #3 Road grading & storm Forested YES 0 0
0141
[Temporary] drainage .
Total Wetland Impact (acres) Temporary 0.0141
Permanent 0.2673
3. List the total acreage (estimated) of all existing wetlands on the property: - 3.5 acres
ci)jJ
o V V?
Page 8 of 14
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact Interm ittent t? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact Area #3 UT to Road grading & Perennial 87 148 0272
0
[Permanent] Kenneth Creek storm drainage .

Total Stream Impact (by length and acreage) Permanent 148 0.0272
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A N/A N/A N/A N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Im act acres): Permanent: 0.0272
Wetland Impact (acres): Temporary:
Permanent: 0.0141
0.2673
Open Water Impact acres : N/A
Total Impact to Waters of the U.S. (acres) : Temporary:
Permanent: 0.0141
0.2945
Total Stream Impact (linear feet): Permanent: 148
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Page 9 of 14
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this a plication.
Pond to be created in (check all that apply): ? uplands 1] stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Access to the site is limited to the existing stub street off of Bridlemine Drive, located in the
Carriage Heights Subdivision. Due to the orientation of the stream channel network on the
site, a stream crossing is necessary to access the developable upland areas of the site. The
alignment of the stream crossing was limited due to street curvature requirements, available
area and the proximity to the boundary. Extensive headwalls were used at the stream
crossing to minimize stream channel impacts and reduce the wetland impact. Additionally, a
headwall was used adjacent to lot 97 to completely avoid stream channel impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 10 of 14
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http•//h2o enr state nc us/ncwetIands/strm.gide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
As compensatory mitigation for impacts associated with the development of The Ridge at
Kenneth Creek, we propose payment to the NC Ecosystem Enhancement Program's In-
Lieu-Fee Program.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http•//h2o enr state. nc us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): 0.2673
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Page 11 of 14
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X.
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone' Impact
(square feet Multiplier Required
Mitigation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
' Zone I extends out 30 feet perpendicular from the top of the near tank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
Buffer mitigation is not required.
Page 12 of 14
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
There are no existing impervious surfaces on the site. The proposed development will
result in an estimated 20.4% impervious coverage of the site. Detailed impervious
calculations are included. Impervious areas include: 2.4 acres of streets, 0.9 acres of
sidewalk, and 6.4 acres of lot impervious surface. Lot impervious surface is estimated
based on a conservative assumption that the maximum impervious surface per lot will not
exceed 2,700 square feet.
XU. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated by the proposed project will be conveyed to the Town of Fuquay
Varina's sanitary sewer system and from there to a suitable treatment facility.
XUL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes El No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The proposed project is not anticipated to result in additional development. The majority
of the parcels adjacent to the project are already developed or in the process of
undergoing development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 13 of 14
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
yy.UZ.7_cu 6
ApplicAt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
> s'
a
J X T SPAULDING & NORRIS, PA

01N Planning • Civil Engineering • Environmental
August 2, 2006
Ms. Cyndi Karoly O - I \ L 2
N.C. Division of Water Quality
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650 -?
RE: Response to Request for Additional Information - The Ridge at Kenneth Creek
DWQ Project # 06.1162
Dear Ms. Karoly,
This letter is written in response to your letter of July 20, 2006 informing us that we submitted the
incorrect application fee for the Ridge at Kenneth Creek subdivision. In the time since our July 14, 2006
application was submitted, several changes to the subdivision have taken place. Although the overall
layout of the subdivision was not changed, the changes had a positive influence on our overall wetland
impacts.
We are attaching five copies of a revised Pre-Construction Notification reflecting these changes as
well as five copies of our revised Wetland Impact Maps and associated construction drawings.
The total revised impacts are:
Temporary Wetland Impact:
Accumulated Area: 616 SQFT (0.0141 Acres)
Permanent wetland impact:
Accumulated Area: 11,640 SQFT (0.2672 Acres)
Permanent Stream Impact: 148 LF
1,184 SQFT (0.0272 Acres)
Following the revisions, the total stream impact for the site falls below the 150-foot threshold and
our original application fee of $200 is now the correct amount. We are resubmitting check #8252.
Please do not hesitate to contact me if you have questions, comments or concerns about these
revisions. Thank you in advance for your time spent reviewing these revisions.
Sincerely,
Shawn F. Guyer, E.I.T
Environmental Engineering Assistant
P
AUR 0 7 zooo
gC.l?iro. y•,?,
Phone: [phone] • Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 06- t t G 2-
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project: `-
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
nMr= n
1. Owner/Applicant Information
Name: Neighborhood Creations AUG 0 7 U06
Mailing Address: 207 Benedetti Court ccNys . .. r1 .,,.?,
Telephone Number: 919.621.4626 Fax Number: 919.460.6072
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Shawn Guyer
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: shawn@spauldingnorris,com
Page 5 of 14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Ridge at Kenneth Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0656-51-1532
4. Location
County: Wake, Nearest Town: Fuquay Varina
Subdivision name (include phase/lot number): The Ridge at Kenneth Creek
Directions to site (include road numbers/names, landmarks, etc.):
Traveling South from Fuquay Varina on Highway 401, turn right onto Wagstaff Road.
Travel 0.7 miles, turn right onto Bridlemine Drive. Site is immediately on the left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.56591 ON 78.81304 °W
6. Property size (acres): 48.049 acres
7. Name of nearest receiving body of water: UT to Kenneth Creek (Classification C. Stream
ID 18-16-1-(1))
8. River Basin: Cane Fear (Subbasin 03-06-07: USGS HUC 03030004)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 14
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
The property is a wooded mix of hardwoods and pines. The property is bisected by a one
hundred-foot wide Carolina Power and Light power line easement. The land to the east is
developed as residential subdivisions. The majority of the other surrounding areas are
comprised of single-family residential homes.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the development of a residential subdivision and the associated
infrastructure, including: roads, water supply, and sanitary and storm sewers. Equipment
used will include, but is not limited to trackhoe excavators, bulldozers, rollers, asphalt
pavers, and other grading and road construction equipment.
11. Explain the purpose of the proposed work:
The purpose of the proposed work is to provide the necessary infrastructure to support a
residential subdivision of single-family homes.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Streams and wetlands on the site have been delineated and surveyed. We are currently
waiting for the USACE to schedule a site concurrence meeting.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future permit applications anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 7 of 14
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The proposed wetland impacts associated with development of The Ridge at Kenneth
Creek include stream and wetland impacts for a residential street stream crossing and
wetland impacts associated with grading for a residential street.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Impact Area #2 Road grading & storm Forested YES 10 0
0643
[Permanent] drainage .
Impact Area #3 Road grading & storm Forested YES 0 0
2030
[Permanent] drainage .
Impact Area 03 Road grading & storm Forested YES 0 0141
0
[Temporary] drainage .
Total Wetland Impact (acres) Temporary 0.0141
Permanent 0.2673
3. List the total acreage (estimated) of all existing wetlands on the property: - 3.5 acres
Page 8 of 14
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact Area #3 UT to Road grading & Perennial 87 148 0
0272
[Permanent] Kenneth Creek storm drainage .

Total Stream Impact (by length and acreage) Permanent 148 0.0272
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if )
Type of Impact Type of Waterbody
(lake, Pand estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A N/A N/A N/A N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resultina from the nmiect:
Stream Im act acres): Permanent: 0.0272
Wetland Impact (acres): Temporary:
Permanent: 0.0141
0.2673
Open Water Impact acres : N/A
Total Impact to Waters of the U.S. (acres) : Temporary:
Permanent: 0.0141
0.2945
Total Stream Impact (linear feet): Permanent: 148
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Page 9 of 14
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this a plication.
Pond to be created in (check all that apply): ? uplands stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Access to the site is limited to the existing stub street off of Bridlemine Drive, located in the
Carriage Heights Subdivision. Due to the orientation of the stream channel network on the
site, a stream crossing is necessary to access the developable upland areas of the site. The
alignment of the stream crossing was limited due to street curvature requirements, available
area and the proximity to the boundary. Extensive headwalls were used at the stream
crossing to minimize stream channel impacts and reduce the wetland impact. Additionally, a
headwall was used adjacent to lot 97 to completely avoid stream channel impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 10 of 14
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc.us/ncwetlands/strmgide. html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
As compensatory mitigation for impacts associated with the development of The Ridge at
Kenneth Creek, we propose payment to the NC Ecosystem Enhancement Program's In-
Lieu-Fee Program.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o. enr, state. nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): 0.2673
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Page 11 of 14
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X.
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone' Impact
(square feet Multiplier Required
Mitigation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
• Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
Buffer mitigation is not required.
Page 12 of 14
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
There are no existing impervious surfaces on the site. The proposed development will
result in an estimated 20.4% impervious coverage of the site. Detailed impervious
calculations are included. Impervious areas include: 2.4 acres of streets, 0.9 acres of
sidewalk, and 6.4 acres of lot impervious surface. Lot impervious surface is estimated
based on a conservative assumption that the maximum impervious surface per lot will not
exceed 2,700 square feet.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated by the proposed project will be conveyed to the Town of Fuquay
Varina's sanitary sewer system and from there to a suitable treatment facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
lrttp://h2o.enr.state.nc.us/ncwetIands. If no, please provide a short narrative description:
The proposed project is not anticipated to result in additional development. The majority
of the parcels adjacent to the project are already developed or in the process of
undergoing development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 13 of 14
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
ob.04,7_cu 6
ApplicAt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
DWQ# D(o ~ II (0 2
Date B J vl D Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project. o tea, LL-e-v
a
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. "'-
?. Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned-sewer lines on the site plan.
? Please provide the location of any proposed storm water management practices as required by GC
? Pleaso provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions:
? Please indicate all stormwat9 om}tfalls on the sits plait.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the. or provide additional
information as to why it is necessary for this project. .
? This Office believes that the labeled on the plans as can be moved. or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
?. This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormmwater can be discharged through tho buffer.
Other
? . The application fee was insufficient because over 150 feet of stream and/or.over 1 acre of wetland'impacts were requested Please
provide $ This additional fee must be received before your application can be reviewed.
I .0 Please complete Section(s) on the application.
? Please provide a signed copy of the application.'
? Please provide .copies of the application, . copies of the site plans and other supporting information;
? Please submit electronic CAD files showing , via einail to [e-mail] and CD:,
Mitigation
? of compensatory mitigation is required for this project T lease provido a compensatory mitigation plan.. The
plan must conform to the requirements in 15 A NCAC 2H'.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
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WALTER C. TEAGUF_ ~F
U])!!Ti'WARNIWG D.B. 6298, PG. 470 C~,.NERAL NOTES OPEN SPACt SITE DATA TABLE Q ;
n~~y~ ~~~~pl ~~I ~ l p~I~~~ I Lor 1 s s ',,~I r ~p~/+~~ M~~W~UrVEDE/IIGL:I~ALLW1~t7111W/IVl,E4fvIr117G1?: ~ ~ SQUIRE RIDGE 1.I Thy CONTRACTOR ,.HALL COPITACT " NOF MAINTAIN ~G'1i/lM~ VLC L COPITACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 TOTAL OPEF! SPACE REQUIRED: WAKE COUNTY PROPERTY IDENTIFICATION NUMBER ° o ING EXISTING UTILITIES. CALL AT LEAST 48 HDQRS PRIOR TOTAL OPEN SPACE REQUIRED.' 25i OF 48.049 Ac. = 11.01 ACRES 0656.04-63-9535, 0656.04-62-0973, AND 0659.04-14-6412
p/~~~/~p ~ p~/ •ry~ N ~~~+,p~ y~•~p~~~ ~ ~ B.M. 1992, PG. 1355 FOR ASSISTANCE IN LOCATING EXISTING U1 N'DAl1 WSIlIR.~~VIIGI7LJIF.ESDUE/V IIlErV~JIDI~tIrELEjIAlI1/1A?1L PIN N0. 0656.03-31-8669 TO ANY DIGGING. 2.l EXISTING COIJDITIONS AND UTILITIES TOTAL OPEN SPACE PROVIDED = 28.16 ACRES AND UTILITIES SHOWN RAF. BASED ON INFORMATION PROVIDE BY DEVELOPER'
RONALD L. KN01' KENNETH CLOSE AND ASSOCIATES'. THE CON] IATES'. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR PRIMARY OPEN SPACE THE WEISGERBER GROUP y y
_ ~ TO STARTING CONSTRUCTION AND ~IDZIFY--Tt D.F. 3640, PG. 437 30' Tp(H o<FlAXUY YARINO LOTS 31 t A PAr"~T OF 32 51NITAAYSEMERF?9FUTUE INVOLVING UBLIC WAi€R, ?iANITARY SEWEF N AND 111D-LIFE--FHE ENGINEER OF ANY UESCREPANCIES. CUNFLICiS PRIMARY OPEN SPACE AREA.' 25.11 ACRES 1426 HALL ROAD m Z ?iANITAAY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL WAKE FOREST, NC 27581 a
SOUTH TRAILS ~ ~ Exr~IBV _ --BARES LVED TO THE SATjSFACTIDN OF THE N D..T.12~O1 ~ 1)AL[P~AUIVCA~SS'WALICSSI~iIBESTAi>V~ ~ ~ B.M. 1983, PG. 912 ~ 3.) ALL CONSTRUCTION AND MATERIALS S,~1A SFACTIDN OF THE. TOWN OF FUDUAY-VARINA. COMMON GREEN OPEN SPAf,E OFFICE' 919-540-0418 FAX.' 919-540-0419 0 0
~~~~f{ PIN !~0. p6'56.03-41-0048 ' ' 1 .~.s~j OF FUGUAY-VARINA STA:~IDARDS AND SPECIFl ZIsPffDU~ar N EK _ D MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF COMMON GREEN OPEN SPACE AREA REQUIRED: ~D% OF OPEN SPACE = 1l, 01 x .20 =2.40 Ac. ° RDS AND SPECIFICAliONS. TOTAL COMMON OPEN SPACE PROVIDED' 3.06 ,7c. n r ~ o i
~ ' E 4. THE DEVELOPER MiIST REQUEST A PRE L ~ DISTANCE i1~4WGLES 10'x ]I~ 5~9LL 6EI~SEiVEDAr Nl ~R _ - - ) _ REQUEST A ?RE CONSTRUCTION MEETING FROM .THE TOWN OF TOWNSHIP.• r.7 DL. -REEK ~ a BEGINNING CONSTRUCTION OF ANY STP.EETS OA UTILITY NOTES.' JURISDICTION.• TONN OF FUDUAY-VARINA y
mwa~fta~rYARtNA _-`t-- FL'OUAY VARINA PRIOR TO BEGINNING CONS] sANrrARr ~ FcpTUi~ ~ _ _ i - - - IMPROVEMENTS. TN,IS PRE-CONSTRUCTION ME ~4~1-~iISEC110lV~SEETF~SSHE~TFARlOG4'?10NS - - ra+EA54~`N - - EXTEd61?Y _ _ -ia Y fgs CONSTRUCTION, iVITH THt TOWN. THE OWiVEF CONSTRUCTION MEETING SHALL 8E hELO, PAIOA TO STAR1%NG ~ 1.) PRIMARY OPLN SPACE SHALL CONSIST OF UNDISTURBED NATl,HAL AREA TO BE EXISTING ZONING. R-8
'e'' \ ' C R~ S~ DN S~ ~ ~~AI~ ~ \ G~ , ° - - • • ~ ~ ~ TO SCHEDULE THIS CONFERENCE. TOWN. THE OwNEA SHAL( CONTACT THE PLANNING DIRECTOR MAINTAINED 8Y THE HOMEOWNER'S ASSOCIATION. EXISTING USE.' FARM, RESIDENTIAL ENCE. 2.) COMMON GREEN OPEN SPACE SHALL BE GRADED AND SEEDED FOR USE AS A PROPOSED UsE SINGLE FAMILY RESIGft'T~L - 25% OPEN SPACE DEVELOPMENT
~y E~ ' 5.) BOUNDARY INFORMATION PROVIDED BY R ~LI~St/I1. A H' ~ ~ ~ ~ w' N PROVIDE.!) BY KENNETH Cf_iJSE AND ASSOCIATES. MULTI-PURPOSE PLAY FIELD, PROPOSED DEVELOPMENT ACREAGE' 4B. 049 ACRES TONY M TATS LANCSCAPE ARCHITECTS. TOTAL LOT NUMBEAS.• 105 LOPS'
Au AC~iA1~SSW1LlBE~MITAN4®BYTifF~~dEON~S D.8 D8641,WPG. 2589 E~' ,4~urluTr~.E~ENrccraifD 4 6.) LAVO,tT PROVIDED BY TONY M TATS LAE ~ . WTSDIE a' AW UNITS ~IASE 7.) T0. OGRAPHIC INFORMATION FROM WAKE Lar 33 ~ / - TION FROM WAKE COUNTI' G. I.S. TOTAL DENSITY ALLOWED.' 5.48 Du/AC. i " " m v " m ~ "
WIHEEVENi'TFaTiFIETDYYNPI~flCU11JIESREIDSTOBEI~AII~ sou~H rRArLS 8.) ALL WATER LINE SHALL BE 1NSTALLF.D ~ ~ ~ CODE LATEST EDITION. L BE 1NSTALLF.D IN STRICT ACCORDANCE WITH THE N. C. PLUMBING PROPOSED DENSITY PER ACRE 2.19 Du/AC. ALLONABLE MINIMUM LOT SIZE 5,000 SOFT. AVERAGE
F'OIR ]RAIL AEPAR e..u. 1 sB.3; Pc. ~ 12 V~? / ~ ~ , 3 iFEFN~11E0WlIERSASSDC~I110NSFWlaEl~SP~OIY~E B9zo.zlsF 9.) 4" PVC SANITARI SEWER SERVICE SHAL PIN N0. 0656.OJ-40-1837 / 22.50 , / ER SERVICE SHALL 8E INSTALLED IN STRICT ACCORDANCE W17H ACTUAL AVERAGE LOT SIZE.' 6,306.86 SQFT.
/ ~ 0.14Ac.' ,O.POAc. THE N. C. PLUMBING CODE 1_ATEST EDITION. ~ / ~ ~ ~ ~04~gAD~' f0.) THE CONTAAC'TOR SHALL KEEP AN APPF 1_ATEST EDITION. LL KEEP AN APPNOVED EROSION CONTROL PLAN ON SITE AT ALL ~p~~+
/ ~ ~ TIM,ES WORK IS BEING PERFORMED NO WORE PROGRESS ENERGYNOTES Q.14A FORMED. NO WORK SHALL P,t PERFORMED PRIOR TO 08TAINING ~7E~ D/'7V~~7 ~N n aP 10 'TROL .LAN. SETBACKS.' v
C EARANCE BETWEEN ALL CONSTRUCTION EQUIPMENT ' ~ 27 ,~N APPROVED EROSION CONTROL .LAN. 1.) MAINTAIN 16' VERTICAL L ~ so72.5asF ~ 11.1 TEMPORARY EROSION CONTROL MEASURE CONTROL MEASURES SHALL 8E COODINATED WITH PERMANENT FRONT• 20' ~ d
AND ALL EXISTING POWER LINES DUE TO THE POSSIB?CITY OF ELECTRICAL ~ ~ ~ .f4Ac. , EROSIOP! CONTROL MEASURES AND ALL ~THEF POWER ARC. ~ MARGARET 13ELYNDA JACKSON ij ~ EFFECTIVE AND CONTINUOU° EROSION CONTF 'S AND ALL ~THEA WORK ON THE PROJECT TO ENSURE ECONOMICAL, SIDL-:~ 6' R~ ~ 0• ! 'S EROSION CONTROL THROUGHOUT THE CONSTRUCTION AND REIR. 20' a y ~ V
2.) AEQUESTpR SHALL ADHERE TO PEC'S EASEMENTS RIGHTS ANJ THE 2/6/01 ).B. 8149, PG. 983 ~ / ~ + ~ - f N1! 32` 1'M POST CONSTRUCTION PERIOD AND rD MINIM] HT OF WAY USE GUIDELINES AS SHOWN AS ATTACHMENT "A". LDr 34 / ' ' 6o12.5BSF > ~e.errr "TRANSMISSION LINE RIG ~ ' ~ ~ 0.14Ac. ~ - AND OTHER WATER IMPGUNDMENTS, GROUND f 'D AND TiJ MINIMIZE SILTATION OF STREAMS, LAKES RESERVOIRS, I CORNER.' !6' V N W 1 MENTS, GROUND SURFACE OR OTHER PROPERTY. ~ S ~ ~ f~
SEE SHEET C-13.0 FOR ATTACHMENT "A ~ SOUTH TRAILS i / Q,'EIV SPACE 4 , ~ 12.) T;iE CONTRACTOR IS RESPONSIBLE FOF RESPONSIBLE FOA INVESTIGATING SOIL CONDITIONS Oti SITE. THE Y 0
3.1 REOUESTOR SHALL NOT UTILIZE ANY EQUIPMENT WITHIN SAID EASEMENT AREA IN B.M. 1983, PG. 912 /~i 1:;n,Oh3,92 SO FT OA'TRACTOR SHALL NOTIFY THE ENGINEER 1 W ! D COME CIOSEP, L",AN, 15' \ PIN NC. 0656.03-40-2789 ~ (2.99 Ac.) ~ , p r. SUCH MANOR THAT ANY PORTION OF SAID EQUIPMENT DU_ ~ / PON FI ST CO,rTACT. ~ 6026.70Sf ,a / 'THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL ~ 60 ti 0
TO ANY CONDUCTOR OF ELECTRICITY. ~ ~ ) Q. f4Ac. - s462,1sF TN
4.) REQUESTOR SHALL REMOVE SEDIMENT BASINS IN 120 DAYS AND RETURN AREAS TO ~ ° ~ `9 ~ 0.15AC. STANDARD N. C. D. 0. T. TEMPORARY / 0 ORIGINAL GRADE. 30' iDAN>a' fG6WY-YARINI ' ~ :f 6oz1.9esF ~ ~ GRAVEL HAINER NERD NRN AAOI/ND QQ I
T? BE REMOVED AM7 SrANDA SECTION F T 111' FROM ALL STRUCTURES. SINITARY SEAtA Flint{ ~ ' l ~ ~ 0. f4Ac. 5.) REOUESTOR SHALL KEEP SILT FENC_ AT LEAS , EYTD16Ipy TO Bf COMPLETED TO PAOPE Y LIFE' 6. REQUESTOR SHALL PROVIDE 4: 1 iH.' V) ACCESS ROAD FOR PEC ACROSS FROM STEELHDRSF ~ I i ~ d.1 ONCE FUTURE DEVELOPMENT AKES PLAC ' W.Id. BUR7ON
) i S~ / ' 6050. B55F ~y ' ' 9 AL! DRIVE. ~ .f4Ac. nz>5•w'r i ALBkiGnT R. SORRELL D.B. 657, PG. 545 TRACT 1 PIN N0. 0656.03-4~-3903 ~
7.) REOUESTOR SHALL RETAIN PEGS ACCESS FROM WAGSTAFF ROAD. ~ •n~/unlNasf ~ ~ ~ L ~ D. DANNY EAP,L PRINCE 8. REQUESTOR SHALL REMOVt 30' PEDESTRIAN ACCESS TRAIL FROM RIGHT OF WAY. E r~Nr ~ IOe3.9tsF 3 r~ a ) D. B. , ..v6, PG 389 ~ 5841. tOSF ~ ' ~ D.B. 5398, PG. ?95 PIN N0. 0656.03-33-2012 N
9.) AEQUESTOR SHALL FURNISH LANDSCAPING PLAN WHEN AV,dILABLE LDr 3, / 0.16Ac. a-rr.zArt PIN ~ 01
SOUTH TRAILS / i B.M. 1983, PG. 312 ~ a / ~ ~ 0 ~ / ~ ~ OQ
r^^;^! N0. 0656.03-40-.3698 ~ tid^a ~56t2.48SF, ' 9062.ZOSF / I i PNASE 5 LOTS SHALL NOT 8E DISPENSINGOFFLAMMABLE/COMBUSTIBLELIQUIDS ,p~ ~ ~.13A~. ~.19A~. PLATTED uvrn ROADMAr Is t0 ~
/ ~ l l fXTfN0.~D PAST LOTS AND D RI NSTRUCl10N ~ ~ / cif ~ 4 ~ ~ , TEMpD9ARY rLwN ARDLNO rs U NG CO ~ ~ ~ ~ N
i t ~ 9664. t2SF REMOVED. grans MILL BE E L IQUIDS DURING CONSTRUCTION ' / 765x. tSSF • * ~ ,5 0.20Ac. PAOVI0.`D ON CONSTRLCTIDN DISPENSING OF FLAMMABLE/COMBUSlIBL ~ O.1BAc. ~ ~ ~ auMlnSs 40' TOMN OF FLYJUAY-VARINA SANITARY SEMEA AN7 6REENMAY TRAIL
OF THIS PROJECT REQUIRES A FIRE CODE PERMIT AND SITE INSPECTION. ~ oo 6803.s55F, / CONTACT THE FIRE INSPECTIONS DEPARTMENT AT 919-753-1004 ~ ~ ti~ ' ~ 0.16Ac. i EASEMENT FOA fUTLd9E EXTENSION. I - ~ ~ ~ h ._.o.
38 / i PHASES ~ ~ / ` 6009.50S~ - . • • ~I
~ / 19 ' ~ ( 10555.50SF ~ ~ i "1 ~ O k
d9 . 3 f 3V' TOIN D`FUlMAIY-YAAIAa 6 I Yt '0.14Ac. , r/717~7G n~ - - - - - - - - - a (b ~
SWITARY SEIER f(17 MLA`s ~ ~ ~ ~ IX1f1Sl?V I ~ ~ / . ~ ~ i ~ ~ _ 10' fLYYI~' (F R.tlN1Y-Y'ANIAG C •M
~4 6575.965E / f ~ ~ ~ i I ~ D.15Ac. ~ j ~ i - - ~ ! , i' ~ ~ SI,NITAAY 5'ENFR AM? Ki~JAGY ifiA7! ~ ~ Q f ! ~ ~ / ~ ~ ~ EAS5ENi F04 FUIt1F fXIfALIL1Y. V ,ry •C ~
STEVEN. V. DARLING i ~ i ~ ~ f ~ ' ~ ~ ~ D.B. 4337, PG. 546 / i ~ a I I L ' ~i ~ ~.I p%~ / C `L~
V I i LOT .~6 / I ~ ~ SOUTH TRAILS / I ' h~7 y ~ ~
B.M. 198.', PG 912 I / ~ f ~ PIN rt!0. 06`6.03 -40-5548 ~ ~ I ~ ~ ~ 96 ~ ~ ~ g~ 517 r > r. I , / 'M 2 ~ ~ ~ N ~
7B19.64SF i ~ i ' r-- ~ 7 ~ ~ ~
N NOTE ~ ! , , ?.1BAc. t ~ 2 ~A>~ , ~ ; I~ ~ ~ ~ - - UTILJTYINSTALLATIO r , I ' THE UTILITIES CONTRACTORS AND THE UTILITIES BEING INSTALLED, OTHER TH i ~ , 1 ~ ~ 1 \y / i
STORM DRAINAGE, SHALL BE LOCATED 0.20AC, - I ~ ~ + 1 1 ~ J ~ FOR PUBLIC WATER AND SEWER SERVICES OR / •ry ~ h
R FOOT 4' UTILITY EASEMENT LOCATED BESIDE AND OUTSIDE OF THE ~ ~ 1,1 ~ ~ '1' WITHIN THE FOU ( ) I ~ - A. _ . _ _ ~ - - 0TH SIDES OF THE STREET, TO WHICH STREET TREES WILL ~ ~ ~ ~ ~ 1 ~ - ' ~ ; 1 .a~. STREET RIGHT OF WAY ON B ~ ~ TDW a° r>~r-vuuru - l ~ ~ ~ p ~ ~ ~ ~ ~ ~a ~ Q ~ rcv~
BE PLACED BETWEEN THE BACK OF CURB AND THE PUBLIC SIDEWALK WITHIN THE PUBLIC suarwrsfwlFCnttiruE I \ ~ ••~r STREET RIGHT-OF-WAY. EXTENSI9V ~i • Izw.95sF ~I ~ r I ,1, ~ ; i ~ I ~ 1 7 t0 1 / ~
I aNao.rerr t1.11AC. ~ ~ ~ ~ ~ ~ ~SP~ ' ' ! i
~•~01. rent ~ E ' ) 1 ~9b+.. ,,.5r • r 1 ~ ? s f 5F„+.C r 158. rerr r ~ j ~ ~ I
Lr,3o. fors wl ~8 , 1 ~ I 2c t?urwt~ 1 ~ ~ J ~ . I ~ 1 ~ I Ofuar3 0~ ¢ 61505.065E ~ ~ ~ ~ • v ,c, ~ i 1 1 1 _
i~ 1 9?Z 543.14 ~ FT
1 SOUTHTRAILS HOMEOWNERS I . f 1' ~ 1 i ~ %'^`h~+ r~ 1 I ' 4 . ~ r ! i ASSOCIATION, INC. - ~ 5 1 ~ ~ ' r ~ ~ (21.18 Ac.1 ~ 1 r
D.B. 3403, PG. ,:65 ~ ~5 ! V ~ i;,, 1 , ~ RESERVED BY OWNER ' ~ 025E ~ l ~ ~'I ~ ,f~ , "t~ r : fl ' ,'ti't } i 1
SOUTH TRA115' 0.14Ac. / ; C}a ~ / ~ , I; t X0'0, ~ ~ B.M 1983, PG. 912 ~ / ` „ ~ ~ / j ~ ~
X01 PIN N0. 06`6.03-40-8639 ~ 1 ~ ~ ~ v f ~ 14 ~ I ; I ` r ;~J ,y / 7 ~
~ r I 6004.45SF ~ ~ i I k ~r ' ' ~ 0.14Ac. ~ I 1 1 1 ~ i / , t ~ ~ 1
p~. ~ I i l / % 7, r:,~ 4i f,
C~ 1 ~ 6029.1a I ~ ~ 1 ~ ~ ~ / ~ ~@ i i
~ ~ i ~ ' i , Q o t4A~. ~ ~ ! , ~ ~ . / / DINI/LGMIIl1LU1'UIL ~,~j
~ I- r ' , 57f 0..~5SF ' / \ ` l/ 1 m ~ ' ~ ~ ~ / SLOPE I 0.13Ac. ~ ~ / ~ ~ j / ~ / 0 O
ENCROACHMENT I ~ ~ / / ; ' / / o o vi ~ l0 O
!1 !I. _ ~ - ~ ~ 5671.665E ~ ~ ' I~ V r ' / .
ROG=R LEE JOHN. ON v ~ ~ X I ,,r ' ~ i D. A. 4446, PG. 460 ~ 0.13Ac. ~ I i ~ / / oa~rn tti ~ m N
LOT 4 ~ 1= ~ ` , = . i / _ i ~ / ~ / GRAPEU/NE ACRES ~ ! ~ l 's'~' ~ - / „9 / lm¢~RZ~ ~rj m m ¢_l~m O QI H O1
B.M. 1988, PG`. 1186 ' ~ 6056.15SF W ~ ~ ~ , ~ A _ _ ~ - i ~ YIN NU. 0656. C4-50-1,558 yl ~ \ ~ _ ~ - - / ticpq~i Q WO 00 O?Q1
O ~ OQ ~O v ~ Q°1 ~ WQ tOnO
- - - \ : ` ~ / I 9~ ~ ~ ~ SPACE \ _ - / t° ,
I 5593.72SF • . F ~ 972 543.1a S? FI _ z- _ . - - 1 / ~ Ua U3 UU' U W ~y 7R 7W
UIICITY F,I,fflE11T ~CGiFD C. I \ ~ ~ ~ 1 T ~ ~ 1 ` DflSICF ~ 111 LINI S \ F` 02 00 OY ~ Q ¢O ¢2 ¢ti
Sfi19.715F ~ ` ~ ~ ~ O a~- aQ a2 i
~ \ ~ ~ 0.f3AC 1 I i
LINEAR FOOTAGES STREETS AND UTILITIES ~ ~ ~1~re.~t~ 7 - ~ 97 1 PHASE3, r l i
a.~->st~ I i 7401.59SF 1 I PHASES 1 >~n? 5 >~r 6oz3 +ssr= 0 17A~ / HAROLD F. PARKER ~
I r-r5 r3rr 0. f4Ac. ~ 1 / 'mss ~ ]]NEAR FOOTAGE STREETS' ~a yS~. I ~ o : ~ ~ I~ ~ , $ D.B. 891, PG. 39 n o/ PIN N0. 0656.04-53-3960 0
j SUBDIVISION ROADWAYS 3, 947 LF ! ~ 1 ° ' ~ ~ ~ ~ _ ~ t ~ ~ F,,>~ ~ - PIN N0. OE56.04-64-0222 N
6o2a. iosF ~ 1 v LINEAR FOOTAGE UTILITIES CAROL HOWARD JOHNSON ~ I ~ ~ ~ ~s0° s' i n I
PROPOSED 12" PVC WATERLINE' 2, 180 LF 12" PVC WL ~ APART OF W I 0. f4Ac. ~ ,4561.915E 1 c ~ O. fOAc. ~ PROPOSED B" PVC WATERLINE' 1, 611 LF 8° PVC WL D.B. 1613, PG. 663 m I _ ~ ~ •h~; c 0
PROPOSED 6" PVC WATERLINE' 240 LF 6 PVC WL LOT 2 ~ ~ RAV INE ACRES I 3 ~ , '~i ~ ~ ~ EV ~ 6168. fISF y ~ i ,i Q ~
PROPOSED 16" SANITARY SEWER.' 1, 221 LF B.M. 1984, PG. 1676 I 0. f4Ac. ' ! 5373. tSSF ~ ~ ' 2 ~ ~'i ~
PIN N0. 0656.04-50-1588 ~ - ~ ~ ~ PROPOSED 12" SANITARY SEWER: 1, 645 Lf ~ ~ ~ ~ 0.12Ac. 1 / ,r PROPOSED 8" SANITARY SEWER' 1, 252 LF a - ' ~ I ~ ' J ~
4 ~i ~ - - / h I 6300.53SF I , , Q ~ o i O ~ ~
0. f4Ac. 6410.2BSF / , - - - , - - ' _ . _ 0,15Ac. ; ~ 1 Q ~
_ _ ~ i Dort f I TOTAL LOTS PHASE f: 26 LOTS rii2 ?ntr ~ ' ' Z V i ~ Q
LINEAR FOOTAGE STREETS.' r-o1.~1~r ~ ~ g X01 ~ 1 re r I V U~ _ ~
SUBDIVISION ROADWAYS: 1, 395 LF AIFRED M JOHNSON afud9 ~ re. ~ 75?9.95sF ~ i , D.B. 4516, PG 151 , O. f7Ac. / I ' ~ - ~ - - I , s / 2 t7 ~ ~ a H y
LINEAR FOOTAGE WATERLINE PHASE 1 LOT z , ~ r " GKAPEYINE ACRES ~ ~ ~ 1 ~ ~ L - J' , PROPOSED 12 PVC WATERLINE. f, 405 LF B.M. 1989, PG. 817 p W 3 co
TS: 3 TOTAL I 0.14AC. ; ~ ' ~ ~ PROPOSED FIRE HYDRAN PIN NO. 0656.64-50-5514 ~ 6569.55SF i Q 2 0 ~ N
• 0.15Ac. ; ) ~ , LINEAR FOOTAGE SANITARY SfWfR PHASE 1 ~ ~ ~ 14 O I",
PROPOSED 16" SANITARY SEWER: 1, 387 LF I 6053.755E ~ N 2 ~ ~ 0
PROPOSED MANHOLES: 9 TOTAL PHASE f - - 0.14Ac. @ / H ~
LINEAR FOOTAGE STORM DRAINAGE PHASE 1 1 0.14Ac. 1 ~ / , ~ ,,.i" AINAGE PIPE 365 LF ~ ! ) ~ PROPOSED STORM DA I ) , d ~ ~ E- W 2
PROPOSED CURB INLETS 7 TOTAL , . _ ~ U (A ~ ~ Q~
PROPOSED FLARED END SECTIONS 3 TOTAL ANDREW MECHQF' CEwls zu auIRA6f x j(a 1 EASfMEN1 ~ ~ 7621. SF ~ l; _ D.B. 4574, FG 825 A O.l7Ac. ) : ~ ~ 2 0 aQ ~ a
r PHASE 2 LOT 8 ) , , ~ / f B.M. 1989, PG. 817 ~~Y ~ ~ ; / ~ ~ ~ i 0
PIN N0. 0656.04-50-6.513 / ~ ` TOTAL LOTS PHASE 2: 20 LOTS OPFIVSPACE ~ ° / ~ ~ / / ~ z ~ o J °
LINEAR FOOTAGE STREETS: z1.734.zt s? Fr ~ ! ~ ~ V ~ m
SUBDIVISION ROADWAYS: B01 LF 10.50 Ac l ~ ~ / ~ - ~ ~ j I r ~ N i y
LINEAR FOOTAGE WATERLINE PHASE 2 _ - ~ - ~ ` ~ ~ o
PROPOSED f2" PVC WATERLINE.' 160 LF _ - - ~ ~ / i~ PROPOSED 8" PVC WATERLINE.' 135 LF / ~ ' ` a
PROPOSED FIRE HYDRANTS 2 TOTAL ( l l ,s % u°~ co
LINEAR FOOTAGE SANITARY SEWER PHASE 2 ~ ' , ~ ~
PROPOSED 8" SANITARY SEWER: 106 LF ~ i ! PROPOSED MANHOLES: 5 TOTAL PHASE 2 I ) ' . ~ I ' L o i ~ ~
G. SCOTT KRUTCH I ~ LINEAR FOOTAGE STORM DRAINAGE PHASE 2 D.B. 3114, PG. 666 / 9.~- ` •
PROPOSED STORM DRAINAGE PIPE:34B LF B.M. 1983, PG. 736 ~ /
.0656.04-50-8673 i / PROPOSED CURB INLETS: 9 TOTAL PIN NO ~ ~ ~ ~ , PROPOSED FLARED END SECTIONS 2 TOTAL ~ ! ~ ) /
I ) ~ /
PHASE4 ~,25.re'r ) arue.wrr ,.>z~. st5rr 1 i / ~ i
TOTAL LOTS PHASE 4: 3 LOTS a ~s~r~ ~ 1 / DRAMIWG
1 ]NEAR FOOTAfF ,STRFFT,4 afu,~ A5'ar' ~ . ~ / / ~ _ ~ s?~Fr
SUBDIVISION ROADWAYS: 69 LF
r~
C-1.
$o s / z~. wry
GRAPHIC SCALD 1''=100' SlFEU1gE'
PAO~ECT N~ER
C 100 100 200 300
609-200%15

U11UllESAND DRAINAGE ~ WALTER C. TFAGUF_ D.B. 6298, PG. a7O ° - GENERAL NOTES
LEGEND ~ LDT 16 ~U~YwA~N~. ; 1.) THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL" AT BOC-632-4949 ~ o ,,AI ~ FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR o
~ SQUIRE RIDGE ' B.M. 1992, PG. 1355 IIWNT.~NID ~RTI~N'1LVLrJYWrVEDG17IGGl~ALLG~lITl7'InWIIVIYEW4/'rfl~l?1 TO ANY DIGGING. ° ~D ,~r~ M~ 2.) EXISTING CONDITIONS AND UTILIT~E~S SHOWN ARE BASED ON INFORMATION PROVIDE BY
PIN N0. 0656.03-31-8669 S S S - EXISTING SEWER LINE l1LLW~71/NGPOWE~UNESDUEIGTHEP~IS,SISILl~1'OFELECTRICr~t KENNETH CLOSE AND ASSOCIATES. TnE „_NTRACTOR SHALL FIELD ?ERIFY CONDITIONS PRIOR
RONALD l.. KNOT,' D.B. 3640, PG. 437 • ~ _ ~ _ Or1~ I el+" TO STARTING CONSTRUCTION ANO NOTIFY THE ENGINcER OF ANY DESCREPANCIES. CONFLIC~~S y ~V ~+J'~ I VOLVING PUBLIC MATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL ~ v,
- W W W - EXIS i ING WATER LINE Lors 31 + A Pa.Rr of 32 raa o• aeur r~ur~ _ _ _ SWIlARY .41~R fag fUTlff SOUTH T(~LS ~ ~ ~ EXTfh51aV ~ - BE RESOLVED TO THE SATISFACTION OF THE TOWN OF FUOUAY-VARINA. a w
B. M. 1983, PG. 912 ~ ' ~/~117y ~u17~ ~ ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF Vllul ? rwlcS• ' O,~ FUOUAY-VARINA STANDARDS ANO SPECIFICATIONS. o
PROPOSED WATER LINE P!N No. nsss. D3-41-ro46 ~ • • . p i,• ARE ~p ~~1/ p~y~ ? cc+c+ cduc+c 1~n 4.) THE DEVELOPER MUST REQUEST APRE-CONSTRUCTION MEETING FROM THE TOWN OF ~ ~ ALL WAIGII UNESSk11L BErIV UN~.c~7~7 O~I'I[n`?lx /~VTED FUOUAY-VARINA PRIOR TU BEGINNING CONSTRUCTION OF ANY STREETS OR UTILITY ~ z
--~E- SS PRU, OSEU SEWER, LINE swlT' ~"r ~rn far ~ r _ - - iMPROVEMFNTS. THIS PRE-CONSTRUCTION N,EETI^1G SNAU BE HELD, PRIOR l0 STARTING m ° 2). A TRAM ~9A'E~,IALL BEINSTALLED ONALL PVCMfUNS, EX~LU~NG CONSTRUCTION WITH TH T ~ ('T
r fXRl6IRV _ - _ _ ~-Y ~ IIQY E!~T _ n \ ~ ( f0' IEIPaRAA _ ^~A T E 0 N. THE OWNER SHALL CONTA_. THE PLANNING DIRECTOR ~ y
PRUPOStu SEWER MANNULE ~ E~ ~7~5~W~TARYSE~ERUNES 0 SCHEDULE THIS CG,NFERENCE. Q 5.1 BOUNDARY IN ONMATION PROVIDED BY KENNETH CLOSE AND ASSOCIATES.
TODD A WOLHRAH ~ ~ • EXISTING SEWER MANHOLE D.B. 8641, PG. 2589 ~ , ~'E~' aIICln.~flEVT 1lCA1ED 3.ALL 1roRLARGERWATFAUALVESARETOBEOfTHE~UTrF.RFLY`TYPE 6) LAYOUT P,40VIOED F.Y TONY M iaTE !ANDSCAPE ARCHiTEC''S. 1.) TOPOGRAPHIC INFCRMATION FROM WAKE LDJNTY G. L S.
arrslr>~ a a LINlTS 4 LoT 3.i \ PIW4SE' 4.ALLfOL~R. WAY! ARETOHAVE4 uALi~ES.AIl THAEEWAY B.) ALL WATER LINE SHALL 8E INSTALLED IN STRIL'T ?,CCORD,4NCE WITH fHE N. C. PLUMBING o o ~y~ ym ~ CODE LATEST EDITION. 2 ~ w m v ~ "o n ao m
PROPOSED WATER VAL'?E 12 " BUT IERFL Y VAL VES - 8 " GATE VALVES) sou, H Tr~vLS ~ B.,N. 1983, PG. 312 ~ ~ 1 MVT~~~SEVINI?SAML ~VHAVE~VAL~. 9.) 4' PVC SANITARY SEWER SERVICE SHAD _RE INSTALLED IN STRICT 4000RDANCE WITH
P!N NO. 0656.0,: -40-1837 , ~Q EXISTING WATER VALVE ~ ~ A~T,~Ir THE N. C. PLUMBING CODE LATEST EDITION. 5J. WATERMETERSAIVDS141VITARYSEINERCLE4NOUTS EI~V! N1O~ 10) THE CONTRACTOR SHALL KEEP AN APPROVED EROSION CUNTRO( PLAN ON SITE Al ALL
' ~ 'DIP NL IVBELOO4TEDIN~EJ/I~W~~y~/~pDRIVEWA~+~ TINES WORK IS BEING PERFORMED. NO WORK SHALL BE PERFORMED PRIOR TO OBTAINING A111~7 VI7 ?~7 AN APPROVED EROSION CONT,aOL PLAN.
M Y ~ FIRE HYURAN~ ASSE 8L ~ \ % il.) TEMPORARY EROSION l,'ONTAOL MEASURES SHALL BE COOOINATED WITH PERMANENT P ~NI
WATER LINE CROSS MARG4RET BELYNDA JACKSON~~ EROSION CONTROL MEASURES ANO ALL OTHER WORK ON THE PROJECT TO ENSURE ti~ rJ LlTILITYINSTALLATIONMOTE F ~ ECONOMICAL, ~ ~ EF ECTIVE AND CONTINUOUS ERD,~ION CONTROL THROUGHOUT THE CONSTRUCTION AND Q ~ 6
B. P 149, PG. 983 \ / , ~ ~ ~ ~ z' &DM Off ASSE119L Y THE UTILITIES CONTRACTORS AND THE UTILITIES BEING INSTALLED, OTHER THAN PUST CONSTAUCTICN PERI(10 AND TO MLN17•fIZE SILTATION OF STREAMS, LAKES, RESERVOIRS, Q ti~ JI[1 FOR PUBLIC WATER AND SEWER SERVICES OR STORM DRAINAGE, SHALL BE LOCATED AND OTHER WATER IMPOUNDMENTS, GROUND SURFACE OR OTHER PROPERTY. V N ~ m ~
A TER INE TEE LDT 34 i ~'~IV1~4R1 ~ KITH TrrwsT AncHR4 Fi W L ~ sv~ m rP Ls ~~'ENSPACE / WITHIN THE FOUR FODT (4') UTILITY EASEMENT LOCATED BESIDE AND 0 TSIDE OF THE 12.) THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING °OIL CONDITIONS ON SITE. THE W N p~
B M. 983, G 912 , BLUW-UFF ASSEMBLY W/ IN,RUSI APICHUR PIN Nc. os5s.o3-4~o-276s e• Pvc ss STREET RIGHT OF-WAY ON BOTH SIDES OF THE STREET TO WHICH STREE TREES WILL CONTRACTOR SHALL NOTIFY THE ENf,INEER IMMEDIATELY OF ANY UNSUITABLE MATERIA! S w ~ BE PLACED BETWEEN THE BACK OF CURB AND THE PUBLIC SIDEWALK WITH N THE PUBLIC UPON FIRST CONTACT. Y ~
za ~ STREET RIGHT-OF-WAY. 60 N ~P
H/C HANDICAP RAMP ~ ti Q¢ err o~ mw`o~~r-vwLw I~N~ASE2 ~ o Q TNO
56VIIARY gIEA ~ fUIUF~.~ ~ 12' DIP NL ~ ~ Q l EXiEN51fW 1~ M FIRE
1 G7 HYD. I i W.Id. BURTON
~ ALBi DANNY EAP,L PRIIICE uiA1NA6E 3z. A EasEr~Hr i ~ ~'urnrn~+rrla;ArEO D.E ALBKiGnT'T~C.T jORRELI D.B. 657, PG. 545 i PIN N0. 0658.03-4R-390.
D. B. , ,,v6, PG 389 . ~ ~ p1i51lE Q: Ru^R LIMITS LOT 35 ~ ~ PIN NC D.B. 5398, PG. ?95 ~ PIN N0. 0656.03=33-2012 ~1!
PROP~SED WATER USAGE FOR PHASES 12AJVD 4 sol~r~ TRAILS ~ i B.M. 1983, PG. 312
P;"! N0. 0656.0.;- 40-.9698 ~ ~ ~ ~ ~ ~ PrusE 5 Lars sruu Aar sE ~ ~
49 LOTS x 400 GPD =19,6,010 GPO ~ , , ~ / PLATTED LWTIL RDADMAY IS \ ~ EXTEM'>ED PAST LOTS AAO O ~1' t0 ~
~ i ~ 8' PVC ' ~ TEMP029RY TU9Y AADIAY7 IS 4 ~ ~ ~ ~ REMtlVED. RETAILS HILL BE PROPOSED SANITARYSEWER FLOW FOR PHASES 1, 2AN , ^~1 aD
~ PhnVII~D RN CRMSTRLCTIaV , ~ LIRAMIAI~S 40' TONN Of fUWAY-VARINA N SANITARY SEVER AN7 61~ENYAY TgAIL '
49 LOTSx225 GPD =11025 GPD ~ ~ j i~ , ' - , 1z• Rv r~~ ~ ~ PHASES EASEMENT FOA FUTLNE EXTENSION. 'u D (O ry
1, • 2 i ~ ~ O i d.l ry
a' sv p1 ~ ~ i ?f7' TGYN lr Fl.6lNY-rMINl---7--.}.- f2' DIP ML ~ ! ~O k -
SANITARY g1rER fag FUfUF ~ EXRih51AV f ' rif-II'Y7G J / ~ L , ~ ~
J.1 ~ ~ 40' 101N RKIiAY-YANIA6f C •H V
~ ~ B' PVC SS ; i STEVEN. V DARLING ~ f6' PvC ss ~ ~ D.B. 4337, PG. 546 , _ ~ i I ~ ~ , StNITARY .~EAER AID 9i~NdiY Tdill ~ C O ~ ~ / , . ~ , - ' 61~iEN! ip4 FUTGE EX'IX£TIN. V .M ~
LDT 36 ! ~ ' j FI ~ ~ _ ~ L / L
SOUTH TRAILS A ~ " / ~ 1 B.M. 198.', PG 912 ~ ~ / i F c C' ~ ~ MI 1l ~ ~ i I ~Ci~ - _ 01 O
PIN E,O. 06.,6.03-40-.,548 / ~ ~ ~ T ~ ~ ~ B' RIP hC ~ ~ ~ ~ , ~ ~ t ~i i - - 2 a ~ ' O N to
i i w ~ / I i' ~ - - - _ I~ i O ~ CO r~ ~
7 ti~ 1 1 x. ~ ~ i - O t 0~~
_ ~r ~i 0 0~
a1 raw ~ Fuawr rARrAw o ; C SAMIIARI g1B7 fa7 FURIF I ~ ~ , ~ ~ U ~ il\ ~ ~ __r ~s
~ l , L-- / / ~ 12' DIP hi ~ ~ ~ ~ tT~i SPA i ~i t ~o
~ l i i~ i 1 - ! ~ ~ { Q a~ - ~
w ~ i MH ~ i.., R',` o .i-..r , I _ - r
i ~ ~ tL
~ SOUTHTRAILS HOMEOWNERS ~ ~ ` 1, ~ - , ~ ~ l ~ ! ~ ASSOCIATION, INC. I ~ - ~ ~ ~ ~ ~ ! 1
Q D.B...403, PG. ~ 65 ~ 15 ~ 1 ; ry G ~ RESERVED BY OWNER i ~ 1 ~ ~ ;~w i • ~ '
p p soD;rl TRA!cs v~ee I ,
O ~ B.M. 1983, PG. 912 ~ i } ~ ~ , r.1 PIN N0. 06`6.03-40-8638 14 ~ ---15" r9'o SS ~ ` ~ v rl ~ ~
1s. 1 i ' 1. ~ 1 i l U. i - ~ Q r
1r~ I ~'4°~ /
19 HYR ~ ~ ~ ~ i ; jz ,
I - li i ~ ~~i~ ' / / ~ / , I ~ ~1c?, 1 j 't` t , ~ i / / l
I
12 ~ ~ 1 , ' f ~ , ~
~ P ~ ~ ~ ~1 6 ' 1 V :xt i / . SLOE I ~ ~ ~ ~ ~c, c , ENCROACHMENT a
~ r f ° Q
ROG_R LEf JOHNSON , ~ ~ ' ~ , ~ ~ a ~ ~ Q ~Qry~ N ~ ~ N
1 ~ B. 44 ~6, PG. 460 12 DIP ML ~ ~ ~ j ~ ~ ~ ' 1OT 4 / Q v ¢ I
GRAPEVINE AL'RES i ~ 10 ~ ~ ~ ~ ~ U.M. 1988, PG. 1186 ~ ~ ~ ~ ~ _
P1N NU. O656.C4-50-1558 ~ , ~ - - - J ~ m I U' ~ I ~ ~ UU' 2~v ~ ID fD
~ - -~r _ ~ ti O Q W01 WO mO ~i " 0 2 C~ U W 0 .p ~^W~°n ~ ~U'ti 07 Q~
' ~ 8 f A~VSP~ - ~
A' U11LIn FASE16Yl LL>r'ATm I uC :S~I' JTRI'1' fA~96Y; L6CA1E, _ Q O UQ U3 UCH
QflSl11 ~ ~ LIMIlS ~ I pr151t~' ~ RA' L6~IS ~ • I , 8 ~ IW- ~y ~R 7W r ~LL Q QO OD O~
' 1 ~ 6 0 Q~ aQ aF
97 ~ ~ 7 PHASEB
I I ~ ~ HAROLD F_. PARKER ~
o ~ i • FIRE ~ ; a D.B. 891, PG. 39 ~ PIN N0. 0656.04-53-3960 ~
W ` ~ 2 B ~ A~op - PIN N0. OE56.04-64-0222 °
CAROL HOWARD JOHNSON ~i ~ i i aD ~ APART OF W I f?' DIP K / N I
D.B. 1613, PG. 663 W , ~ I ~>c• ~ LOT 2 ~ i C O
JRAVEVINE ACRES ~ ~ I ~ / B.M. 1984, PG. 1676 I ~ L Q j
P1N N0. 0656.04-50-3588 ~ ~ i ! 2 m
a ~ ! I 4 h ~ ~1 / C J ~
~ ~ 4 1~ I / - O Q °
i ~ ~w~ O ~ I ~ Q
3 ~ / I U IA Q
ALFRED M. JOHNSON 1~ ~ ~ D.B. 4516, PG. ;51 ( 16' PvC 55 ~ C~ _
GRAPEVINE ACRES I z , I ! i~.c ''14r 2 U ~ ~ H C~
B.M. 1989, PG. 817 ~ ~ ~ ~ ~ 3 ~0 O
P1N NO. O656.G4-50-5514 ~ I ~ 3 ~ Q Z ~ N Q.
I I ~ % - - ~ ~ ' ' O
- - 1a3 ~ , Z r
~ I / / O H fn ~ y
~ , ~ ~ ~ ~ ~ / ~ F- ~ Z ~ U
` / ANDREW MECHOW LEWIS zR' C4iAINA6E tz' DI ~j ~ D.B. 4574 Ph. 825 EASE~Mr flr~ 1 1~ ~ ' ; - V wJ M ~ Q ~
L07 B~ xrD. l " l Q
B.M. 1989, PG. 817 ' ' ~ ~ I , P!N N0. 0656.04-50-6573 a Q ~ ~
i l i Z i ~ o o Q I
J i ` ~~`---20' ~d9A SE / i bfN FASEAENII ~ ~ J °
1 % i _ _ / ~ ~ d N
~ r / ~ ~ / ~ ` U y ti
~ i ~ i ~ + x-16' PVC' SS / / ~ \ ~ ' O C 4
~ ~ J ~ ~ b
~ ~ i i i
~ 1 • G. SCOTT KRUTCH ~ I r
D.B. 3114, PG. 666 , ! B.M. 1983, PG. 736 ~ a i~ t
P!N N0. 0656.04-50-8673 , l , ~ ,
~ t , J
12' OIP M1 i , as
i i ` ~ ;
~ ~ ~ , ~Awr~
~ 11 ; , ~ ~ ~uccr
AENOVE EX. B' BLOM OFF ~ 1 AF s
ASSEMBY MU EXTEkU 17' EX ML AS SHOWN M4
C-2,0
VA ~
GRAPHIC SCALE 1100' PWJECT MA49ER
609=2005 100 0 100 200 300

- _ _ ~ WALTER C. TE4GUE , ~Yl l ~I~171/'W.ri~JVn ?~V~ o
D.B. 8298, PG. 470, I r _ . LOT 18 THE UTILITIES-E014TRA~TORS AND THE UTILITIES BEING INSTAALLED, OTI~R N i.) Tl~ CONTAACT(dR SHALL CONTACT 'NORTH CAROLINA ONE CALL" AT 800-632-4949 ~ a FOR,PUBCIt° HATER AND SENEA SERVICES OA STORM DRAINAfrE, SHALL BE LOCH D FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 4B HOURS PRIOR o a
C LV RT AT CR S IN " " ~ I souiRE RiacE U E D A O S G A I B.M. 1992, PG. 1355 NiTHIN THE FOU19 FOOT (4') UTILITY EASEMENT LOCATED BES AND OUTSIDE THE TO ANY DIGGING. STREET RIGHT-OF-MAY AN BOTH SIDES OF THE STREET TO NH STREET TREES 2.) EXISTING COf~ITIONS AND UTILITIES SHONN ARE BASED ON IN~#fMATION PROVIQE B
PIN N0, 0656A3-31-8889 BE PLACED BETNEEN THE BACK OF CURB AND THE PUBLIC SI,l3ENALK NITHIN THE P'UBL KENNETH CLOSE AND ASSOCIATES. THE CONT_HACTOR SHALL FIELD VERIFY CONDITIONS PRI
RONALD 4. KNO STREET RIGHT-OF-MAY. TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEEfl-OF ANY DESCREPANICIES. COA1<LIC S 'iMYALVING PUBLIC MATER, SANITARY SENEA, AND STORM DRAINAGE CONSTRUCTION SHALL ~ ~
. ~ _ / - US DS Length Slope Size D.r~ 384.0, PG. 37, .~•rawfflTl~wrrA4Dll BARREL coTS 31 ~ A P oF'32 suurA~rs~rerr~ . AE^~OLVED TO THE SATISFACTION OF THE TONN OF FUOUAY-VARINA. w ALL'CQNSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TONN;DF a
Invert Invert (ft.) (ft./ft.) (in.) souTH Ls ' ~ Exxlesrar _ _ - \ I B.M. 19 , PG. 912 AY-VARINA STANDAld7S AM? SPECIFICATIONS. °
PIN N0. .03-41-0048: ' ' •1 4. T DEVELO°FR T AEOUEST A PRE-CONST LION MEETING FROM THE TONN OF ~ " ) ~ - ~ ~z FUOUAY-VARINA PRIOR 0 BCGIhWING CONSTRUCTION OF ANY STREETS OR UTILITY ° ~
Barrel #1(In Stream Channel 308.00 307.00 85 0.012 72 C.M.P. \ • • EK ~NEAOVfIE(VTS. THIS PRE-CONSTAUCTI6W MEETINIC-SHALL BE HELD PRIOR TO STARTING h ~ CANSTAUCTIDN, M!IT~ THE TONN. THE ONNER SHALL CON HE PLANNING DIRECTOR ; H
Barrel #2 In Flood Plain 310.00 308.00 85 0.024 60" C.M.P. r-rAa~ ( ~ rAar sfa ~ _ - \ TO SCNEDLIE THIS CONFERENCE. ~
B rrel # I - - a 3 In F ood Plain 310.00 308.00 85 0 024 60 C.M.P. = I - ( ) _ % 5.) BOI~hDARY TI IDED BY KENNETH CLOSE A ASSOCIAT 6.1 LAYOUT VIDEO ONY NDSCAPE ARC S.
~ ' Barrel #4 In Flood Plain 310.00 308.00 85 0.024 60 C.M.P. D A wOLHRAH F 7.) TQgO(~APHIC INF TIQN FRAM NAK 6. L S.
D.~ 8841 PG. 258 ~ ,,'urnm iau B. \ ~ arrsnF , LIIQ]S _ PI'b{b'E4 Lor 33 ' B.) ALL N TER LINE ALL BE INSTALLED IN STR E NITH PLUMBING o •.a my ner.mm~~ CODE LAT ST EDITI 2
SOUTH (RAIL , \ 9.) 4' qVC SANITA SEMEA ,SERVICE SHALL BE INSTALLED IN ST CORDANCf TH THE N. G. PLUM9IN6 ODE LATEST EDITION. -
B.M. 1983 PG. 12 ~ / 2 \ - PIN k0. 0858.03- -1837 ~ ~ ~i 10.) THE CONTRACT SHALL KEEP AN APPROVED EROSION CONTRQI PLAN ON SITE ALL
TIME'S'NOtR'( IS BFI PERFORMED. N10 NOAK SHALL BE PEAFOAMED Pt:J10R TO OBTAINING AN ARPAIOVED EARS CONI3~QI. PLAN....
T MPOAARY E IAN ONT MfASL14ES SMALL COOOINATED NITH PERMANENT ~j 11.) E Q RO! ~ 0 EAOSIAN CONTROL ASU9E8 AND ALL OTHER NORK ON THE PROJECT TO ENSURE ECONOMICAL, ti
~ ' r / , , EF ECTIVE AAD C TI E IAN CONTROL THROUGHOUT THE CONISTRUCTION AND Ov ~
ET BELYNDA JACKSON • % " ST CONSTAUCTI PERI A TO M~IVIMI~E-S,~LTATION OF STREAM LAKE^a RESERVOIRS Q tir .3 AIVD OTFIfR MAT 1 NT 6FiOtAVD SURFACE OR OTHER PROPERTY. t ~ ~
.B. 8149, PG. 983 , ~ ~ - 1 _ LOT 34 . 12.1 THE CLWT CTAR IS RESPONSIBLE FOA INVESTIGATING SOIL CONDITIONS ON SITE. THE v ~ ~ ~
~ SOUTH T~iULS B.M.' f983,,PG. 912 J~r~ CONTRACTOR L NOTIFY TFlE EMt;IhL~ER IMIMEDIATELY OF ANY UNlSUITABLE MATERIAL Z V? ~ ' ' UgON FIRST TACT. Y b ~
N0. 0858."03-40-2789 0~'
, o ro TH
24 Q 1 ~ Q ~ 2 ~
' 2q. / W.A1. BURTON
, ALBRIONl1`R. SORRELL D.B. 657, PG. S TRACT 1 P1N N0. 0656.03-4 -3903 ~
DANNY PRINCE r ~ ~ ~ uTn_nT FA~6vT LQ:11ID PG, 389 J ~ _ T ~ ~ pI1SIlF 0~ A11' LDQTS PI D.B. 5398, PG. N PrN NO. -2012 ~ . rn
LOT 35 , / r SOUTH GRAILS t~
/ EES B.M. 1983, PG. 912: r f1 ~ ~ ~ ~ , OR . _ t0 IQ
PIN N0. 0858.03-~40-3898 PHASE 5 LOTS L M1T 6E . ~ r~ / r PUTTED UVTIL Y IS / , CI EXIENLD PAST TS AID ~ a~
!5 ~ / TEAPp9AAY ArNAAiD IS , / l'' ~ ~ / . LETA MILL N
~ ~ P1f0YILFD AV TFN,CiIQ4 ~ r ~ ~ A9AMIA&S _ . Ia' lOAk Q° fl~'.JIY-VAAINI _ - ~ ~ ~ s~wrrurr Rho s~rur _ _ . _ - _ 001 ti
C r rti / , _e
\ ~ 5 .~...~r _ _ _ ~
f8 c ~
~1. 1LNN ¢ DIY- , - 0
StNUTA4Y S~f FiA CI r , A78161r14 ' / ~ 18 I Rf i _ _ _ [ U 0 _ -
~ ~ ~ - sudT~a1 ao alter 1~n [ O - , i 6i~!1 FO! FURZE fX19lSIfN. ,~y r[ 01
V. DAhj'JNG , ~ \ ~ ~ i .B. 4337, .546 ' i ~ •i ~ r I L'N 01
LOT ti • , SOUTH LS , ! ~ ~ - 01 0 1
B. 198,E PG,' 912: ~ , PIN N~ 0656.03-40-55 I ~ ' 2 Q N N O - , I~
r ' O 0) t
' ' ~ r ~ 18
i. ~ 1 - _ _ ,M O1 ;'I - !1
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~ ~,p / ~ . _ ,9SSOCIAAON, INC. ~ : ~ ~ ~b d~ , 1 i~ / = _ - , iF`t l 1
D.B. ,403. PG. 565 f3 CI Q ~ , 0 RESERVED BY OWNER . y , 0"~ Q ~ ~ i 1 . • ,i ~ '
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ROGER Lff JOHNSON I ` ~ , D.B. 4446, PG. 460 ~ ? I ~ ~ - - , rn N n ti _ 2 Rf
LOT 4 GRA)YE'VINE ACRES fO I ' m ~ w~+ ''gym ~ ~ ~rn ~
B.M.,'1988, P6. 1188 12 , CI , - - SIN y0. 0656.04-50-1 ' DISSIPATER DATA 1 :y: ~ y~ p Wy~TI WWm
C - ` r--\ 8 '~'~p oo ~ 2c~ 6Chi WO ~ ~iY~~r ~ tit qa ~W
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I. I , i F IN FP TYP IN X W FT X I ~ TRUCTURE C S S E L FT d N ' tiQ '-m S ( ) ) U: ~
4' EL~YT LdC11E0 I Y EAR 1lG1fH / f ~ tIM1>s ~ a' ACy lDQ1S FES-3 16.90 15 16.9 CLASS 1 10 10 X 3.75 X 24 ~ ~ 0 0 o x X ~ ~ o` g~ ~Q ~i
~ ~ ~ ti B , , FES-8 22.55 24 8.4 CLASS B 8 12 8 X 18 c FES-14 11.12 15 14.3 CLASS 1 10 10 X 3.75 X 24 '
r~ r< _
I ~ . I r ,V 1
/ . , ~ r, ~ - / ~ - " _ ,4!~ / I HAROLD ~ PARKER °
` 0/ ' D.B. 8$1, PG. 39 n PIN NO. 0658.04-53-3960 c
~ ~ ~ o / , CUSTOM BASIN DATA B r 3ASIN DATA PIN N0. 0656.04-64-0222 ti
CAROL HOWARD JOH ' ' ~ ` ~ ~ . I ~ ~
A PART OF , w I I - D.B.. 1613, PG. 663 i ~ ~ BASIN SURFACE SURFACE o BASIN DRAINAGE DENUDED VOLUME WEIR SURFACE ~ ~
LDT 2 ~ ~ ~ 5 ' I BASIN . CRAVEYINE ACRES ~ ~ ' ' / 1 TYPE DEPTH AR EA AREA AREA REQUIRED LENGTH AREA REQ ' Q TYPE PROVIDED DIMENSIONS
B.M. 1984, PG. 187 y ~ / 2
PIN N0. 0656.04- 5 ' r ~ 1 CUSTOM BAST a ' 3 53 S FT 3869 SQFT 73'X53' ~ ~ H CUSTOM BASIN 3.5 AC 3.5 AC 6 300 CF 3 12 8 Q ~ °
4 ! ~ 2 CUSTOM BAST ly I ~ ! . AC 4 500 CF 3' 12' 2 752 SQFT 2 775 SQFT 75' X 3T ~ ~ J CUSTOM BASIN 2,5 AC 2 5 ~ R O o
~ ~ 3 CUSTOM BAST - - - , I CUSTOM BASIN 1.3 AC 1.3 AC 2 300 CF 3' 12' 1 ~8 SQFT 1404 Sl~FT 54'X26' ' ; ~ - O ~
t l ~ - V
° i I ~ v I L
ALFRED M. JOHNSON D.B. 4516, PG. -151 , / 8TORM DRAN~IA~iE DATA U I"' NAME DATA 2 W a ~t 1 H [ ~ y
Lor 1 ~ GRAPENNE ACRES I , i , ~ 3
&M. 1989, PG. 817 I 112 PIN N0. 0656.04-50-5514 ~ Y Sub Total ' '•Y - ~ L I c M~,. ~ wn F~ ~ ' ~ ~ ~ ~ N Sub Total Total (1 (Total) Sbpe Sine V full Length US OS US T ~ °
. ~.Y - From To _ ~ f) , ~ ' ~ Intensity Runoff Q (inlet) (cfs) Size C ~ ~ ~ ~ (aces) (awes) (cfs) (ft.rft.) (m.} (fps) (feet) Invert (R) Invert (R) EI. (R) BOC ~ H
_ ~ r ~ ~ , - 2 °
~W / s i O U H i ~ w
/ , ` / . ~ . _ CI-2 CI-1 0.28 I >~s CI r r ~ ~ CI.1 EX-CI 1.11 •1 0.26 026 1,22 0.70 1.3 1.30 0.006 9.1 15 4,0 5.29 28 312.50 312.35 316.53 r F? Q 0 • ~ WZ
CI 1.11 1.37 7.22 0.40 3.2 4.50 0.042 10.0 15 10.8 14.33 184 312.25 305.30 316.53 U O N r ~ QQ
ANDREW MEC LEM7S `ro' CI . l ~ D.B. 4574, 825 ' _ ~ ~ I ° Q ~ C •5 1.80 1.80 722 0.40 5.2 5.20 0.028 11.4 15 8.8 11.68 80 318.00 315.75 318.00 ; f' 4 > a
5 = FES-7 CI-5 1.80 LOT ~ -r ' B.M. 1989 .817 a / , ;.2 , r I ' ~ cn Q ~
PIN N0. 0656. -50-6573 l ~ - ~ FES Cl-5 2.98 I , 2 I ~ ~ o •5 2.98 6.99 7.22 0.40 8.6 8.61 0.135 10.2 15 19.3 25.56 91 328.00 315.75 330.00 ~ O Q rn
~ , ' J o /F...- tO U i © y
FES. r~~ A~" 7 ~ r r'~- CI-5 CI-4 0.84 4 0.84 9.43 7.22 0.50 2.3 16.12 0.102 13.1 15 16.8 22.24 26 315.65 313.00 319.87 ; ' • O
. - _ _ CI-4 FES-3 0.11 ~ .-3 0.11 9.54 7.22 0.70 0.6 16.67 0.084 14.3 15 15.2 20.21 82 312.90 306.00 319.87 % " ` ~ a
= • - -
YI-12 YI-11A 3.97 , 1A .7 $ 3 9 3 97 722 0.40 11.5 11.47 0.143 11.3 15 19.9 26.35 116 332.00 315.35 336.00 ~o
YI-11A CI-11 0.00 I ~ 11 0.00 3.97 7.22 0.50 0.0 11.47 0.008 19.5 24 6.3 21.43 26 314.55 314.35 321.00 ~ M
~.t~~. CI-11 CI-10 1,88 ! ~ 10 1,88 5.83 7.22 0.50 6.7 18.18 0.008 23.2 24 6.3 21.43 26 314.55 ~ °m 314.35 319.35
G. SCOTT KRUTCH , ~ r ~ ~ CI-10 CI-9 0.38 f 9 0.38 6.21 722 0.70 L9 20.10 0,008 23.9 24 6.4 21.79 308 314.25 311.80 319.35
D.B. 3114, PG. 666 , ~ B.M. 1983, PG. 736
PIN N0. 0658.04-50-8673 ~ 3 CI-13 CI-9 0.37 , 9 0.37 0.37 7.22 0.50 1.3 1.34 0.006 9.2 15 4.0 5.29 26 318.05 317.90 322.05
~ -
CI-9 FES-8 0.22 f i ~ ~ ~ ~ _ %<"'r,' .-8 0.22 6.80 7.22 0.70 1.1 22.55 0.011 23.1 24 7.4 25.05 62 311.70 311.05 322.05
+ ~ DARNING
! CI-19 CI-18 0.04 f ~1 18 0.04 0.04 7.22 0.70 0.2 0.18 0.008 4.4 • . V16 ~ 4 0 ~ 5 ~A ~a - a~ sn a~a a w, s~ ~ AFT
r , CI-18 CI-17 0,46 17 0,46 0.50 7.22 0.50 1.7 1.84 0.005 10.6 15 3.8 4.99 39 326.25 326.05 330.53
CI-17 CI-16 2.20 16 2.20 2.70 7.22 0.50 7.9 9.78 0.037 13.7 15 10.0 13.32 26 325.95 325.00 331.11
CI-16 CI-15 0.07 e' C-S, 15 0.07 2.76 7.22 0.70 0.3 10.11 0.040 13.6 15 10.6 14.01 47 324.90 323,00 331.17
s CI-15 FES-14 0.20 i •14 0.20 2.96 7.22 0.70 1.0 11.12 0.068 12.8 15 13.7 18.22 116 322.90 315.00 F-
777 GRAPHIC SCALE 1100 PR&ECT NICER
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rA. 609-2005 r 100 0 100 200 300 w , w ,

/~~~p~~ ~o VG~GlU71. MOTES ° UTiLlTYINSTALLAl101VMDTE _ W
WALTER C. iEAGU~ - THE UTILITIES-EONTAAZ`TORS ANO THE UTILITIES BEING INS)ALLED, OTHER N 1.) THE CONTRAC~`OR SHALL CONTACT "NORTH CAROLINA ONE CALL" AT 80Q 632-4949 ' ~ o
D.B. 8298, PG. 470, ~ LOT 16 FOR IC WATER Ah0 SEWER SERVICES OR;STORM DRAINAGE, SHALL BE LOCH D FOR ASSISTANCE IN l{1CATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR o a PURL NIrHIN THE FOUR FOOT (4'1 UTILITY EASEMENT LOCATED BES AND OUTSIDE THE TO ANY 0166ING.
'C^~1 SQUIRE RIQGE 2. EXISTING CONDITIONS AND. UTILITIES SHOWN ARE BASED ON INFORMATION PROVIDE B STREET RIGHT-~-NAY ON BOTH SIDES OF' ThIE STREET TO WH M STREET TREES ) TOR SHALL FIELD VERIFY CONDITIONS PRI
1.Lt7G1•~ , B.M. 1992, PG. 1355 P!N N0. 0656.OJ-3i-8669 BE PLACED BETNEEN THE BACK OF CUQB AND THE PUBLIC SID~'MALK WITHIN THE PURL KENNETH CLOSE A~ ASSOCIATES. THE CONLRAC TO STARTING CONISTRUCTION AND NOTIFY THE ENGINEffl OF ANY DESCREPANCIES. CONFLIC S STREET RIGHT-OF-WAY.
RONALD L. KNO "INVOLVING PUBLIC MATER, SANITARY SEWER, ANO STORM DRAINAGE CONSTRUCTION SHALL ~ _ RESOLVED TO THE SATISFACTION OF THE TOWN OF FUOUAY-VARINA. ~ z
D.Q: 364A, PG. 7, ~ nwffaaMr-vA~ ~ - SNDTARr 9:181 faF ALL CONSTRUCTION AND MATERIALS SHALL Bf IN ACCORDANCE NITH THE TOWN OF UOUAY-MARINA STANDARDS AND SPECIFICATIONS. $
- - c - c c - CLEARING LIMITS LOTS 31 ~ A P of 32 _ c SOU1H LS ' ' i i 4.) THE DEVELOPER T (~OUEST A PAE-CONSTRUCTION MEETING FROM THE TOWN OF ~ z
f-----m------~- TEMORARY DI VEASION QI TCH B ~ 19 : ~c'+9 ~2~~ ~ ~ ' PIN N0. 0 ; ~ • ' K FUQUAY-VARINA PRIOR O~BEGINNING CONSTRUCTION OF ANY STREETS OA UTILITY o - iMPAOV€NENTS. THIS PRE-CONSTRUCTION MEETING-SHALL BE_f~LD; PRION TO STARTING 'y ~
CONSTRUCTIIXV WITH THE TOWN. THE OWNER SHALL CON HE PLANNING DIRECTOR ; y
-x-z-z-x- SIL ~ 9!'iaWff Y-KYIDw T FENCE ` AAr Sf181 fAI fNfUE - - TO SCHEDULE THIS t;ONFERENCE. ~ 5.1 BOUNDARY INFDI~IATI IDED BY KENNETH CLOSE A ASSOCIAT
6.) LAYOUT PROVIDED TONY NDSCAPE ARC S. - 1.1 TOP06RAHHIC INF TION FROM WAK G.L S.
SEDIMENT BASIN F , ' 8.) ALL HATER LINE ALL BE INSTALLED IN STR E WITH PLUMBING c „ ro m v ~ ~ ~ ~ ~ o
TQDD A WOLHRAH ~ , uTnm caG PI'~~ D.B. 8641, P0. 258 ~ ~ auTSTaE- . cn~aTs CODE LAT ST EDITI 2 9.) 4' VC SANITA SEWER ERVICE SHALL 8E INSTALLED IN ST CORDANCE TH
LOT 33 $ SOUTH iRAlL ~ ~ Z 91 THE N. PLUMBING ODE LA ,EST EDITION. -
B.Al. 1983, fyG. 12 ~ RE ~ PIN N0. 0656.03- -1837 ~ , , . 10.) T CONTRACT SHALL'KEEP AN APPROVED EROSION CONTROL_PLAN ON SITE ALL TINES WORK IS BEI PEAFdI~IED. NO WORK SHALL BE PERFO~IED PRIOR TD OBTAINING
' AN APPROVED EROS CONTROL PLAN.. 11. TEMPORARY E ION (~'ONTADL ~ASURES SHALL-. ~ COODINATED WITH PERMANENT j0
T8lb91A1' ~ ~ EROSION CONTROL ASUREG AND ALL OTHER WORK ON THE PROJECT TO ENSURE ECONOMICAL,
~ ~ EF ECTIVE AND C TI E ION CONTROL THROUGHOUT THE CONSTRUCTION AND C~ ~ ST CONSTAUCTI PEAI A TO M~NIMIIE SILTATION OF STREAMS,' LAKE.. RESERVOIRS, ' R ti ~ 0'
~ ~ , 'AND OTHER MAT I N GR9lAVD SU9FACE OR OTHER PROPERTY. V N ~ ~ 12.1 THE CANT CTOR I$ RESPONSIBLE FOR INVESTIGATING SOIL_CONDITIONS ON SITE. THE ~
ET BELrnDA JACKSON .B. 8149, PG• ~3 ~ ' f . . CONTRACTOR L I~TIFY THE ENGINEER IMWEDIATELY OF ANY UNSDI BL MATERIAL
Lor 34 - " ' SPAl~ ~ . , ~ SOUTH TRAILS ' LpON FIRST TACT.: Y b
B.M. 1983„PG. Sf2 ~ P N0. 065fi:03-40-2769 ~ " ~0
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QQ ILMY IF -YAADW ' Z ' _ W Af. BURtON
SIN<TAAY' flAUE ~ ~ ~ A'iBdJb1 , ALBRIOHT R. SORRELL _ D.$ 657, PG.
~ i % , ~ /i PIN N0. 0656. -4 -390,1 TRACT 1 N
~ IlTnlir FA5961~T L6CAiED DANNY PRINCE ~ pDSIIF lF AoN ~IMt>s ~ D.B. 5398, PG. 065 -2012 _ - _ Ol PIN N0. - -
P~ 389 ' T ' LOT ,36 , , ~ O el'
S01/Tkl'7RAILS ' ~ a N ODECT ~ B.M. 1983, PG..912 ~ o ~Ii~4~AY 07r86IDY , P1NSF 5 LOTS M7i dE (p IQ ~nr ec -
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eneslar ~i . ~ i i i ~ ~ - it i - . _
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SOUIHIR4lLS HOMt='OWNERS ~ ~,p , - ..ASSOCIATION, INC. , t ' n r ry , ,
~ 403 PG. 565 ~ t`,C i0 Q R BY OWNER ~ ~ V
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ROGER LEF JONNSIDN : A~6 rl- P~ ~ , ~ I y~ in Wm ~~r~y Z l~ n1 m 2 ~ m i~ ~ ~ I J I CAS C1 I
D.t). 4446, PG. 460 P~ ~ 4 ~ AI/1 ` LOT ^ I m OI H QI
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SIN hd. 0656.04-50- i ~ _ , r l./ i~ j ~ ti W ~ V V1 n ~ ~ m
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~ I / / ~ / //I f 0 ~ I " *y ~ ~ ~ PIN N0. 0656.04-53-3960 0 ,r~- p.. ~ ~ - \ - PIN N0. 0856.04-64-0222 ~
~ , ,x' ~ a ~ ~ i n
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CAROL HOWARD JOHN i~ - _ •I. ` ~ ~ ~ APART OF i W , r ~ p ~ J
D.B. '1613, PG. 863 i ~ 1' Lor 2 ~ § ~ _ ` f:~ , Q ~ ~ O
GRAVEVlNE ACRES ~ I " ,X, , B.M. 1984, PG. 167 ` ~ a i t. J { ~ i. ~ V
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D.B. 4516. PG. 151 e; ~ ~ ~ ~ , LOT 1 i Z " i ,,?t
„ ~ GRAPENNE ACRES ~ ~ ~ r B.M. 1989, PG. 817 ~ ~ j _ _ ~ .fly / / - * ~ - - 0 0
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srAeILr1En AAO 931IiErTT ~ ' / ~ . ~ `t , ~ f ANDREW MEC LEWIS 81SIN5 AFJAEO ~ ' a ~ r ~
D.B. 4574, 825 - , LOT ,-r . * . . ~ ~ " ~ ,i 2 Z o ,~3 O
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INTERSECTION WITH STABLE FERN ~o
DRIVE -STATION 25+89.01 • M • • M o n 0
GRAPHIC SCALE 1"=50' INTERSECTION WITN LEATNERSTONE • ~ ~ >
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2" DIP W 8° HVD 27 L y FIRE 1B PVC S MH 78.91 ft UNDER CURB ANO GUTTER. PROPOSED APPROX. 2.5' ASPHAL T SURFACE COLWSE, TYPE I-2 ~ ~ ~ AT AN AVERAGE RATE OF 158 LB. PER S0. Y 6' ARO. INSTALLED IN Di,
HYD. / ~ ~ 28 4 PC +54 99 ~ / ~ MH N 12" PV ~ 5' CONCRETE SIDENALX 1-!/2" I-2 INITALLY WITH 1" DELAY OVERLAY ~I
MH vi SS i PROPOSED B' AGGREGATE BASE COUA T~O SE ~ CAMPACT SUBGRADE TO
~ B 25 B' PVC SS 95X STADDARD PROCTOR 2" BLOW OFF ASSEMBLY Norfs
y ~ X-ING ~ A u PT 31+19.93 ~ ~ ~ ~ 93 WITH THRUST ANCHOR 1.) IN ROAONAY SECTIONS THAT 00 M7T REQUIRE SIDEMALK ON BOTH
i ~ ~ ~ ~ CI ~ / MH SIDES GRADE SLOPE 11.5' @ 4.fIX SLOPE BEGINNING AT B ACX OF CLWB. 29 P.I STREET TREES SHALL BE P.5' CALIPER SHADE TREES. THERE SHALL
9~ ~ i ~ ~ , BE (1) ONE STREET TREE PER L01. N END 31+98.83 3.) TI£ AREA BETNEfN THE BACK OF CURB ANO SIDfNALK SHALL Bf Fri ~
ti y / , FEs STREET TREES ONLY. MITHIN ALL STREET RIGHT OF MAYS, UTILITY CONTRACTORS SHALL INSTALL ALL UTILITY LINE5 MITHIN Tlf 4' UTILITY ~ ~
B 21' BIB, 50' PUBLIC RIW 2 EASEMENT. THE 4' UTILITY EASEMENT SHALL BE LOCATED 1' INSILI THE O Q STANDARD N. C. D. 0. T. TEMPORARY RIGHT OF MAY AMD 3' OUTSIDE THE RIGHT OF NAY.
~ / 16" PVC SS S'], ' ~ GRAVEL HAMMER HEAD TURN AROUND I~ ~
9 TO BE REMOVED AND STANDARD SECTION N TYPICAL STREET SECTION ro S BE COMPLETED TO PROPERTY LINE N 01
~J ONCE FUTURE DEVELOPMENT TAKES PLACE ~ D O
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GENERAL NOTES 01 O I N 2 Q
1.J THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL" AI 800-632-4949 N ~ ~
FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR ~ ~ ,O O .C
TD ANY DIGGING. 2.) EXISTING CONDITIONS AND UTILITY SHOWN ARE BASED ON INFORMATION PROVIDE BY O~ p^~
KENNETH CLOSE AND ASSOCIATES, THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR •M ry ~ ~
TD STARTING CONSTRUCTION ANO NOTIFY THE ENGINEER OF ANY DESCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL r`1 ~
BE RESOLVED TO THE SATISFACTION OF THE TOWN OF FUOUAY-VARINA. 3.) ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITN THE TOWN OF
OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS. C O
r a
350 370
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NOTES GENERAL `
- - ORTH CAROLINA ONE CALL" AT 80C-632-4949 Q 1.) THE CONTRACTOR SMALL CONTACT NUTILITIES. CALL AT LEAST 48 riOUAS PRIOR ? o
WALTER C. TEAGUF_ FOA ASSISTANCE IN LOCATING EXISTING 'mLm'WAANING Lm A', TO ANY GIGGING. MATION PROVIDE BY
D.B. 6298, PG. QJO ' ~ LOT 16 tnr EW~~~mG" UTILITIES SHOWN ARE BASED ON INFOR ~~~~rreet~7t11++AAII C,~~,~A~CD~'~r~, 2.) EXIS r 0 ?ERIFY CONDITIONS /1L1 G~~~ TING CONDITIONS H~JD PRIOR ~R ~Gf111tXY- ~~.L~~ ~~r~ n SHALL FIEL AND ASSOCIATES. TnE „_NTRACTOR r
AND DRAINAGE ~ ~ ' SQUIRE RIDGE IlTI'L111E5 n'I ryry~~ ~~+~+I J~OFEL~1~71. KENNETH CLOSE NOTIFY THE ENGINEER OF ANV OESCREPANCIES. CONFLIC S DUE/V THEPOSSIBI TARTING CONSTRUCTION ANO SHALL "n ~~p ,III M~NGPOWERUNES TO S DRAINAGE CONSTRUCTION c
' C ~ i B.M. 1992, PG. 1355 AI~D/'1L~.LAh7?? NITARY SEWER, AND STORM INVOLVING PUBLIC WATER, SACTION OF THE TOWN OF FUOUAY-VARINA. a w
LFGEND PIN N0.0656,03-31-8669 / ~ . POWER_ BE r,~SOLVED TO THE SATISFA S SHALL BE IN ACCORDANCE WITH THE TOWN OF 3:1 ALL ~QNSTRUCTION AND MATERIAL o ~
RONALD l.. KN01' ~ / TaN p: FlnArr-~~ - ~ r - - AALNA STANOARD$ AND SPECIFICATIONS. U th rUOUAY V VELOPER ,MUST REQUEST APRE-CONSTRUCTION MEETING FROM THE TOWN OF m z 4.) THE DE - c ONSTRUCTION OF ANY STREETS OR UTILITY o 0
S S S EXISTING SEWER LINE D.B. 3640, PG. 437 I sAerrARr sEAER Fal LOTS 31 + A PA,tT OF 32 ~~IpV ~ A~p NpJFp FUOUAV-VARINA PRIOR TU B~GTNNING C ccrlN6 SNALI BE HE!_D, PRIOR TO STARTING y ~ NLESS OTHERWISE _ n r PRE-CONSTHUCTiOh Mme" •ti
SDJTH TRAILS ' ~ - w -EXISTING WATER LINE \ B.M. 198.1, Pc. 912 ~ NESS1~4d1BEPVCU iMrR„V~MFNTS. THIS NGDIRECTOR WI'11 G17 U ~y,~ HALL CONTACT THE PLANNI rnrn p~q+~~' [~{/LL~1l1111~7 CONSTRUCTION, WITH THE TOWN. THE OWNERS ~ ~~uuAA'''' MliLLG1/ONAll rIV i RENCE. ~p.~ ~~~717~ ~~Nu~ TO SCHEDULE TNIS CONFE
-w-w PIN !r0. 06'56.03-41-0048 / • EEK c ~ ~ uR - 21• A f~~ H CLOSE ANQ ASSOCIATES. / r ' DED BV KENNET Q 5.) BOUNDARY IN, ORMATION PROVI ~ LANDSCAPE ARCHIT~%TS.
PROPOSED WATER L IN~ • ~ _ _ ~±~y~~~y~+A.I/TARYSEWERUNE~. AYOUT PROVIDED P,Y TONY M IAT~ I~ ADC THE D~II'=Rr~-r ~r~' 1. TOPOGRAPHIC INF('RMATION FROM WAKE l.O~' •>•Y G.I. S. Ni. T, PLUMBING o Q ~n m ~ m m °
\ ~ ~ ~Y ~ / ION E~1./- SANITARY St1iER _ _ ~Y - _ I_.,. , J p INE \ 6x>Fasra 1D gg PRO, OSED SEWER L ~-.._-ter ,..i /gyp ~ ~p~±rD I/ALIGS/U7G r~~~ ) STRIL'T ACCOAD,QNCE WITH IHt 2 ti m ~Z~V?7 LH?1NG7 W~~R LINE SHALL BE INSTALLED IN B.) ALL WATER
\ ~ E A- i~ES. ALL T,HREEWAY Arr-sr EDrriocJ. -~T T H A'r V ARETOHAVE4 NAL CODE L c ED IN STRI~~ ACCORDANCE WET 4.!'11.1• ~~R WAYI SANI TAAV SEWER ,,ERVICE SHALL BE INSTALL
PROPOSED SEWER MANHOLE F . , 70DD A WOLHRAH ~ , ' , 4' uTILIrr iA~ LLCAIED ~nnvc 4 ~ 9.1 4" PVC '~C/~' TOHAVE3I/AL~'E~ THE N. C. PLUMBING CODE LATEST EDITION. SIGN CONTRO( PLAN ON SITE Al ALL
D.B. 8641, PG. 258a , ~ ~ arTSInF a r,~ LINITs R MANHOLE \ EXISTING SEWS Lor 33 ~ IIII1 ~EC1lONSAhE 'I~n HALL KEEP AN APPROVED ERO E~TI~LLOnG1J 10.) THE CONTRACTOR S TIRO ~~p G~L~J`Vri/V/v ORK IS BEING PERFUAMEO. ND WORK SHALL BE PERFORMED PRIOR TO OBTAINING ~~N'1MY~G??~n TIMES W 9N d~ryry. WATFRMETERSAN AN. r ~
r• SOU,N TRAILS ~ 2 ~ - B GATE VALVE) 83 Pc. 112 APPROVED EROSION CONTROL PL P 0 y~+~p ~pn~'AYS AN (,'ONTROL MEASURES SHALL BE COODINATED WITH PERMANENT ti~ ~ ~ /~/+~~n IL/GI~f1L.?1v V1711171YGI? il. TEMPOAAAY EROSION GNOMICAL, m LOC~AI~~N~ES ) ~ HE PROJECT TO ENSURE EC v 7
WATER VAL'?E (12" BUTTERFLY VALVES e.M. 19 ~q PROPOSED PIN N0. 0656.03-40-1837 , ~ f I v ~ r RED AND ALL OTHER WORK ON T t1~` 6, ERO.~ION CONTROL h1EASU
wA TER vAL vE ~ r ~ DIP NUOUS EROSION CONTROL THROUGHOUT THE CONSTRUCTION AND c QO 0 ~ ~ ~~ry~r~ AI' An x EFFECTIVE AND CONTI ~ T~ T, SILTATION OF STREAMS, CAKES, RESERVOIR.,, a y -1n TfiLJ./71?~N NO1 c PST CONSTRUCTION PERI00 ANQ TO MIJ.~1~~E Q ~
pQ EXISTING / ~ 21 N?ILJ? ? IN~7 AN O R PAOPERTV. v to m ~ S CONTRACTORS AND THE UTILITIES BEING INSTALLED, OTHER TH ANO OTHER WATER IMPOUNDMENTS, GROUND SURFACE On OTHE r TI NOITIONS ON SITE. THE pl N 01 THE UTILITIE
FIRE HYDRANT ASSEMBLY \ ~ ~ z' BLOW OFF AssEN~Lr TER AND SEWER SERVICES OR STORM DRAINAGE, SHALL BE LOCATED 12.) THE CONTRACTOR I5 RESPONSIBLE FOR INVESTIGATING ~0--CITABLE MATERIAL S FOR PUBLIC WA Q FOUR FOOT (4') UTILITY EASEMENT LOCATED BESIDE AND 0 TSIDE OF THE CONTRACTOR SHALL NOT.iFY THE ENGINEER IMMEQIATELV OF ANY UN Y
- G4RET BELYNDA JACKSON ~ / NrrN nflusrancrroR WITHIN THE BOTH SIDES OF THE STREET, TO WHICH STREE TREES WILL STREET RIGHT-OF-WAY ON C SIDEWALK WITH N THE PUBLIC UPON FIRST CONTACT. Off, ~,P
WATER LINE CROSS MAR I' MAR?' Z$ ze ~.8. 8149, PG. 983 i' 'ail Lor 3a Q~:'ENSPACE . BE PLACED BETWEEN THE BACK OF CURB AND THE PUBLI TNO STREET RIGHT-OF-WAY.
WATER LINE TEE ~ svurH rF~,LS , B.M. 1983, PG. 912 ' ' ~ ~ B PYC ss
in ~ NC. 0656.03-40-21ti9 ~ PB - TRUST APwNDR ~ PIN ' ~l o W.Id. BUR10N
o BLOW-OFF ASSEMBLY W/ N, ~ , ~ ~ Q 0~--- 24 , r e ~ D.B. 657, PG. 545 ~
P RAMP 30 FrA~Lrr-vARll/l 17H~4SE2 12' DIP NL H/C HANDICA L PIN NJ. 0656.03-42-3903 N ALBKiGHT R. SORREL ~
SUOTAAY SEAkR fUR/E-`-'t tJr ~ FIRE / ALBf(~ EXTEI6ILW \ ~ HYD. i t~ ~ D.B. TRACT 1 1'~ D.B. 5398, PG. ?95 ~ I
~ , ~ ~ 4' UTILITY EAS@fM LOCATED PIN N0. / .T vMINA6E M arTSIGI p` 1bM LIMITS PIN N0. 0656,03-33-2012 O ~
DANNY EARL PRIrJCE EASErftiT LL , D.B. ;306, PG 389 i (0 ~ ~ ~
LOT 35 ~ r , N
SOULy TRAILS r PHASE 5 LOTS SHALL NOT BE G. 312 r PLATTED LNTIL ROADNAY IS C PHAStS 1 SAND 4 B.M. 1983, P ~ ~ rn
TER ~1X7GG FQR A ^~er 6.03- 40-•7698 ~ EXTEIDEO PAST LOTS AM1 PROPOSED WA r,,. N0.065 ~ TE/pQRARY TDRN AAOLf1p IS ~ ~ / REM7VED. DETAILS HILL BE 40' TORN pF' FLWAY-VARINA `w®~~,•,~„e,~.,....s~"°"~ C (O C
,fin m PD =19 6~0 GPD ~ \ B ~ PYC 'h7 L0, v x ~ G , ; , PROVIDED AN DUNSTRLCTILW t ~ • DRANIN~s SANITARY FQ4 FUTU7E E TfId4lON IL I ~ ~ ~ 0 ~ EASEMENT '°"''°i~~~ •1.1 ~I
/ ~ 4 / , Es 12AND, ; , , ~L 10 - - - O ~
R FLOW FOR PHA:, 5 s~NrrARrsEWE PROPOSED - - - U1 N
P GPD ~ 1z- BY I~l ~ 2 x225 G. D 11,025 48 LOTS ~ , , ~ i - C '1''U ~ ,1 _ O •H / ~ _ _ law ~ ~r-vARIMa C] C ~ ~
~ s ; stNITANr .~EAFR AN1 ar>~.A+ur rrrl.~ 0)
OF FL{tNr-MRIiW 12' DIP ML ~ , 30' TCM' i 26 I EISEitAT FA4 Fi/1U~ E.Yi dSipV. L a-I Q~ C ~ L f~
SANITARY ~ FD9 FUTIiE ~ / RV IXTEASIfiN / - ' 01 O ,1 ~ N In
~ B' PVC SS i i I i'. i 16' PVC SS ~ i
i 7 ~ ~ STEVEN. V. DARLING ~ - ~ D.B. 4337, PG. 546 FIpE ~ ~ : - _ ' ' . " O ~ ~ L ' ~
LOT ,',6 ~ ~ 7 HYD. / _ I. c ~ ASSfABL Y r' ~ G i sourl+ rRAa_912 ~ z• eLarr ~ ~ - . i G~ 01
* PG ~ ~ NITN , r AACMO9 ; r ~ ' B.M. 198., N , I ~ - - ~ •ti OOI
IN A'O. 0656.03-40-.`.548 i ~ B' DIP I~ 1 I ~ . _ I ~ 26, i ~ / I ~ 10
I 8 , + I I T ; ~ s Air Q O
~ ~ A._ \ o,' C ~ ; o r C ~
i \ ~ ~ zJ~ TpM~~ 1 ~ a - -
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~I tiI • DIP NL \ ~ ~ ~ - " , a \ 12 ~ ~1 , r . 1 r ~
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SOUTHrRAILS HOMEOWNERS , ~ ~ ~ ~ r j , INC. ' 1 r`C~ / ~~,p j~ ~ AssocwnoN, F ~I 15 ~ ! ~ ~ S~ - / r
D.B. 3403, PG. ~ 65 Q ~ 1, V ~ e ~ ~ ~ \ i 1ti ,II / ~ RESERVED BY OWNER ' $ _ , ~~~n , w.
OQ SOUi'Ti TRAILS A i I, ` ~ / ~ 1 ~ ~ B.M. 1983, PG. 912 ~ 1., ~ ~ ! ~ ~I
O O 656.03-40-8639 ! 1 I N0. 0 Q G~ ~ f ~ O I ~ ~ 1 1 ~ ~ a~ 1
~ ~ • ' ' L7 1 j y ~1 ~
U- F TF , 1 I ~ ; ,
1-' _ ! rno. ~ A~, ~ 1 ~ r ~ r ~ r~ ~ 'J1 ~ I `r ~ ~ ~ l r / l ~ l!1 _ ~ ~ ~P- t ~ ~ v 0 0
1 I ~ 1 ,t ' / ' °c m "n ~ o n v i
I ~ i"~ 1 x ~ .~1 3 I ~ / ! ~ ~ ~ ~ a ma o rn v m ~ ~o^rn N ~ m N
~ i I i ~6 i ~ s ~ ~ \ ~ \ ,l mQ`t' v ¢ i .y ¢¢2Q M ~ 2~ m
~ SLOPE OACHMENT ~ ~ ~ ~ , , X~; ~ • t NCR ` ~ ~ ~ ~ N~ ~ ~J~~ ~ ~ ti i q
' ~ ~ • ~2yo ~ WOl Wg Ov1 ti i "V Q W U ~ W 0 2~
ROGER LEE JOHNSON A_ ' 46 PG. 460 12' DIP NL ~ ~ ~ ~ ~ ~ D.B. 44 ~ ~~A `t"°~i° ~ ~H O~
LOr4 ~ - - ~ ~ ~arn ti w° Um v=i~
GRAPEVINE ACRES I i ~ .A~ ~ r'~ 88 PG. 1186 ~ B.M. 19 4-50-1558 ' I ~ ~ p ~ UR U3 U~U' ~ U W 7~ 7Q 7W
I IN NU. 0656.0 T ~ ~ ~ V " ~ ~ - "1`" I i~ ? a~ aQ as ~
_ _ ~~~A~ . - ~ I ~ ~ - 1 1
I _--4' Uf71IIY fb~6r%LLGTe '1 1,
1' UfILIlY FASfA6NT LOCATED _ O6~'SHR~' ff B1r L1Mi f5 i ' ~ i ~ ~ CUf51LE LF hq' LIMITS ~ 1
I g ; S 0 F_. PARKER HAROLD a
I , i ~ ` ~ ~ D.B. 891, PG. 39 ~ , - P1N N0. 0656.04-53-3960 0
/ i I ~ ! ~ s~ PIN N0. OE56.04-64-0222 ti .
1 i t / " ~ ~ c
a/ ~ ~ +I / "K 0 L
_ ~ FIRE i ~ W I B HYD. I i' ,/f Q U C
CAROL HOWARD JOHNSON I Q I 12' DIP ML ~ ~ / i r /r m H ~
APART OF w I ' ~ ~ ~ ' c i D.B. 1613, PG. 663 ~ w I i ! , J ~
LOT 2 ~ 5 ~ r I Q ~ o O ~
GRAPEVINE ACRES m I ~ I r B.M. 1984, PG. 1616 i ~ r ~ Q o V
PIN N0. 0656.04-50-3588 ! u r ~ / ~ ~ 4 ~ ~ / ' I NH , , ~ Q r^ 1J
'4 1~ i I, ~ / I , I L 2 ~ II
- / H C~ ~
~ / 3 l0 ~ o Q Z
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M. JOHNSON I 16' PVC 5S / r ALFRED / D.B. 4516, PG. 151 ~ ' i / ~ ~ D L
LOT 1 ~ ~ I 1~ r GRAPEVINE ACRES , O ~ U_
M. 1989, PG. 817 ~ r f 3 E PIN N0. 0656.64-50-5514 O ~ Y N ~Q ~ m
1 ~ ~ / ~A I- i~1 W Z ~ V ~H
I / ! ' / ~ ~ j - - 1a4 ~`I ...v'•_ ~ Q
I ~ , ..O , I¢ R Q a ~
I , ~
z ~ o °
CHDi~ LElYIS 20' CAAINA ~ Mf I ~ i' ANDREW EASEMENT FIRE r ~ / ~ r' D.B. 4574, F'6- 825 HYD. ~ ~ ~ / U Q
LOT B eu~~C ' i ~ a L \ ~ U _ ~ N
B.M. 1989, PG. 817 t"EYN7F ' ~ r~~ ~ : ' P1N NO. 0656.04-50-6.573 ~ r- ~ . ~ .O C
------20' D9A~Ui~SE' / r 2 O
I ~ i 1 l ~ z' _ f r ~ ~ ~ I
- / / _ ~ i /
~ l i / ~ " ' / \ ~
}6' PYC SS r ! \ ,f i ~ ~
i r ~r , ~ / , S 9 i i
I / 11 i
c. scorn KRUrcH ; %
D.B. 3114, PG. 666 ~ ~ 3 PG. 736 B.M. 198 , ; s s DAAMIIVG
PIN N0, 0656.04-50-8673 ~ ~ r ~ 1 ,
<<) / lz• DIP NL ~ f SHEET
I
~ / / ~
REMOVE EX. 8' BLOW OFF PROJECT NMUNBER
ASSEM13Y AND EXTEW 12' WL AS 9~ 1"-100' GRAPHIC SCALE
200 300
- 609.20fwl%iwz# 100 0 100

o
°
_ . WALTER C. 1FAGU~ ~~~~1~14~~ _ _ ~ m TORS AND THE UTILITIES BEING,INS)ALLED, OTHER AN 1.) THE CONTRACIYJR SHALL CONTACT "NORTH CAROLINA ONE CALL" AT 800 632 4949 Q o THE UTILITIES-CONTRA
D.B. 6298, PG. 470: Lor 1s SEWER SERVICES OR;STORM DRAIf~AGE, SHALL BE LOCH D FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 4B HOURS PRIOR o 0 FOA PUBLIC NATER AND
. I ~ _ SQUIRE RILJOE i; WITHIN ThE FOUR FODT 14') UTILITY EASEMENT LOCATED BES AND OUT5IDE THE TO ANY DIGGING. 01V I fJRMATION PROVIDE B HT-OF-WAY ON BOTH SIDES OF THE STREET TO WH H STREET TREES 2.J EXISTING CONDITIONS AND UTILITIES SHOWN ARE BALD NFf STREET RIG
n n I , B.M. 1992, PG. 1355 ' CULVERT DATA CROSSING A PIN No, os5s.o3-31-8669 N THE BACK OF CURB AND THE PUBLIC SI/3E'WALK WITHIN THE PURL KENl~ETH CLOSE AND ASSOCIATES. Tiff CONTRACTOR SHALL FIELD VERIFY CONDITIONS: BE PLACED BETWEE TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER fJF°ANY DESCREPANCIES. CONFLIC S STREET RIGHT-OF-WAY,
'INVOLVING PUBLIC MATER, SANITARY SEWEf~ AND STORM DRAINAGE CONSTRUCTION SHALL ~ ~ - RE,~OLVED TO THE SATISFACTION OF THE TOWN OF FUOUAY-VARINA. aw
KNO l _ RONALD L. / ~ .~o ~ ~ ff N,awr--vAquN D.9. 3640. PG. 37 SWITARY g1EA W4 ~ ALL'CQNSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN-OF - Ali SPECIFICATIONS. QUAY VARINA STANDARDS ~
DS Len th $IOpe SIZe 31 ~ A P OF 32 US 9 Lots rxrasra+ ~ 4.) THE DEVELOPER T REQUEST APRE-CONSTRUCTION MEETING FROM THE TOWN OF H
BARREL Invert Invert (ft.) (ft.lft.) (in.} ~ sourH L g12 I B.M. 19 , P6 FUOUAY-VARINA PRIOR O'BEGINNING CONSTRUCTION OF ANY STREETS OR UTILITY o - ~iMPAOV€MENTS. THIS PRE-COWSTRIlCTIAM-MEETING-SHALL 8E HELD; PRIOR TO STARTING y ~
PIN N0. .03-41-Ob48 ~ ~ ~ CONSTAICTI~ WITS lHE TOWN. THE OMNER SHALL CON HE PLANNING DIRECTOR ; y
nnel 308.00 307.00 85 0.012 72 C _ Barrel #1 (In Stream Cha ) ~ r vA~1Aw , - - _ _ TO SCHEDULE THIS CANFERENCf. ~ 5.) BOUNDARY TI IDEO BY KENNETH CLOSE A ASSOCIAT
.024 60 C.M.P. ~ rAmN>A 00 308.00 85 0 ~ _ ; j' Barrel #2 (In Flood Plain) 310. _ , _ - 6.) LAYOUT VIOED ONY NDSCAPE ARC S. 7.) TOPOGRAPHIC INF ATION FRAM MAK 6. I.S.
0.024 60" C.M.P. ~ lood Plain 310.00 308.00 85 Barrel #3 (In F ) F ' - B.) ALL W TEA LINE HALL BE INSTALLED IN STR E WITH PLUMBING - i „ a ~ m ~ ~
8.00 85 0.024 60 C.M.P. D A ~'urnm ~ ¢ Barrel #4 In Flood Plain 310.00 30 rqD ~ , ~ , u~rTS Pf44S~ CODE LAT ST EDITi 9.) 4' VC SANITA SEWER ,SERVICE SHALL BE INSTALLED IN ST CORDANCE TH
D.B. 8641, PG. 158 Lor 33 THE N.~. PLUMBING ODE LAI,EST EDITIAV. 10.) THE COWTRACT SHALL KEEP AN APPROVED EROSION CONTROL... PLAN ON SITE ALL
sou>N rRaL ~ 2 91 12 \ B.M. 198,7, PG LIMES/M'Oi9'( IS BEI PERFORMED. NO WORK SHALL BE PERFORMED PRIOR TO ,OBTAINING
PIN N0. 00.55.03- -1837` , AN APPROVED EROS CONT{~AL PLAN - 11.1 TEMPA9ARY E IAN QONTAOL-MiASURES SHALL 9E COODINATED WITH PERMANENT ~1~' rQ
t , E IAN CONTRA: ASURE6 AND ALL OTHER WORK ON THE PROJECT l0 ENSURE ECONAMICAL, ti'
~ , ~ ; ~ E ION CONTA01 THROUGHOUT TF~ CONSTRUCTION AND Ov ~ EF ECTIVE AND C TI ST CONSTRUCTI PERT A TO M~IVIMF2E SILTATION OF STREAMS LAKES RESERVOIRS, ~ ~r t H ~
f ~ ~ _ - ~ ANO OTHER NAT I N 6RD1,ND SGRfACE OR OTHER PROPERTY. t7 ~ 12.) THE CANT CTOR I5 AESPANSIBLE FOR INVESTIGATING SO,IL_CONDITIONS ON SITE. THE
/ ~ ' BfLYNDA JACKSON ~ ~ ~ i - CONTRACTOR S L NOTIFY THE ENGINEER IMIMEDIATELY OF ANY UNSDITABLE MATERIAL S u?
.8. 8149, PG. 983" Lor 34' ' ; UPON FIRST ACT.' r b
~ sourH rgAlLS SPAN B.M.' 198J, ;PG. 912 ~ ~ , TNO
P NO. 0656.'03-40-2769 ~ ~ ' " , r 0 ' , ~o
~ ~ g ~ ' ~ W.~i. BURTON
-b1ADtl ' Z , 4D .W' Rwbt ev SWIfAAY' NAME r I~ i r - _ . , D.B.' 657, PG. 5 ALBRIONT R. SORRfLL PIN N0. 0658.(93-4 -3903 ~
fXi@6Jb1 i i f , ]RACY 1 N = _
~ ' ~ U11LIT1 FA'~H61TLa:11® , D.B. 5398, PG. 01 _ ~ PIN N0. 3-2012 _ _ ` _ - _
DANNY PRINCE r ~ QASILE [K'A71' LIA715 PI ~ ~ PG. 389 ~ nl oQ
• LOr 35 ~ f sourH tRA1LS »s ` 3~5 , _ ~ _ - ~o ao
B.M. 1983. PG. 912 ~ 11 • , , PHASE 5 LOTS L fA17 6E - 698 , ~ ' , PUTiEO UYfIL Y IS PIN. N0. 0656.Q3--40 J , EXID[EO PAST OTS AID r\ - N
' CI , TFIFTAZIAY AITp.11D 15 , ' ~ 15 { ~ , RfMOYm. GETA S MILL ~ rn _ o~
yM1 , PADYIIED OH ilbCTIOV ' P QI ~ p81M1h65 AB 1bAIV QF FGpNY-YARIAN _ _ _ - d'J ~ ~ ~ SANITMY AIO 6fEEAMAY _ - _ C C EASa~NF FA9 fUi1.IL~ I ~"'~""'T"~~~•
~ ~ ~ 1• ~ ~
' ~ 5. ~ „~,,.f` y - I 0 k _ _
18 ~ L - C .ry O
~ S; - ~ ~
IQri Y- CI i ' SMOIAAY ~ 1B ~Ir ~ FtpsM+-Yw~ 0 C O ~ - , - F „y . , _ - _ - SItdTAAC ~#@? A1Q f~MiY TlItR U •C _ M
- ' i d781610Y i ~ f : 1 i I \ ` I i _ _ &~61HVi' f04 FU1Nf fXiBiSItN. ~ -
V. DARLING I ~ , I , I , I Oi O
.B. 4337, 546 ' _ .H Z ~r ~ f W N O
Lor ~ , ~ , SOUTH LS v r y ~ QD `y - - 01
B.M. 198J PG. 911 ~ / F. s t' PIN Nb. OS~S.03-40- I ' ~ p t
/ y ' t' i I I - - I ~e , . - a a, - , . - ~
I~.. ~ ~ ,
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SOUTHIRAIIS HOMEOWNERS ! ~ ly ~ ~ r . , I~ - , • , ,
I; ih~ t 1 -A,SSOClAAON, INC. ~ , PG. 565 1~ ~ t D.B. ,1403, 13 Ci ~ f 0 ' , ,
RESERVED BY OWNER I 9 ~ I , ~ ~ 4
` SOUTH TRAILS Q O B.M. 1983. PG. 912 ~ ~ = - - _
~ PIN N0. 0656.03-40-863;8 }4 ~ ~ ~ . _r----
r I ~y, ~ U- ~ • "r ~ -
Q ~ , . + _ _ i
~N~ ~1 19 f N I I Q ~ ~ ~ ~ ~ - ~ ~ - i _
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• ENCRaacwMENr ~ / ~ t' i yys ~ Wog
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ROGER LEA JOHNSION ~ D.B. 4446, PG. 460 ` ' ~ : o ~ Wo ~g ~o
.LOT 4 ' ~ ~ , f0 ~ , ,'GR~4PEVINf AGR£S ' _ ' DISSIPATER DATA ~ ~ ~o ~ Wo , ~Z Q
. 1186 YI CI I - - 'B.M.;'1988, PO 1p 11 ,~rN 0. 0655.04-50-1 ~ ~ W ~ ~Q ~m ~
N - Q (10) PIPE DIAM VELOCITY RIP RAP d(50) SIZE , IN FPS TYPE IN) L (FT X W X d IN iu "8S U: "
PDND ' , . _ ( 8 n .I - STRUCTURE (CFS ) ~ ~ ~ ~ ~w CLASSI 10 lOX3.75X24 Q o~ o~ FES-3 16.90 15 16.9 ~ o g~ ~Q g~
/ - . - , FE -8 22.55 24 8.4 CLASS B 8 12 X 8 X 18 ' S
/ , 10X3.75X24 ( - FES-14 11.12 15 14.3 CLASS 1 10
_ ~ Aon4D I' ~
i ! '1 I. - , r ' _
{ ~ ~ ~ ~ ~ , I. , d 1 ~ ' HAROLD .PARKER ~ _ _ - 1 ~ D.B. 8A1, PG. 39
i i t- i i , I D ; PIN N0. 0656.04-53-3960 e ~ PIN N0. 0656.04-64-0222 ~
a ~ ~ CUSTOM BASIN DATI TA ' BASIN DA
i ~ / B r • SURFACE 8URFACE °
/ HNS ~ ~ _ ,l CAROL HOWARD JO ~ ~ ~ ~ IN VOLUME YVEIR SURFACE . ~ BASIN DRAINAGE DENUDED DEPTH AREA AREA Q
~ APART OF I w , ,r BAS D.B. 1x13, PG. ss3 I ¢ ~ 1- BASIN TYPE AREA REQ NpE AREA AREA REQUIRED LENGTH PROVIDED DIMENSIONS 1 ~ Z
f Lor 2 I ~ ~ § ~ I ~ GRAVENNE ACRES ~ ~ , , ' `i i H e
a.M. r9B4, PG. 1s7 1 CUSTOM BA~ 300 CF 3' 12' 3 853 SQFT 3869 SQFT 73X53 ' ~ 'l ~ - J CUSTOM BASIN 3,5 AC 3.5 AC 6, ~ ~ ~ O ' 2 752 SQFT 2 775 SQFT 75 X 37 ~ Q o
PIN N0. 0655.04- ~ ~ a . i / 2 CUSTOM BA' 4 I , CUSTOM BASIN 2, 5 AC 2.5 AC 4 500 CF 3 12 ~ • , i, ~ O ¢ ~ . AC 2300 CF 3' 12' 1 ~B SQFT 1404 SQFT 54X28' L ~ _ _
3 CUSTOM BA' ~ f~ , I , T M BASIN 1.3 AC 13 ~ ~ ~ ~ Q ~ CUS 0 ~ V ~ Q
- - - - - / _ Or^ L. ~ V = a~
9 , - ° _ _ - T _ H ~ y
101 STORM DRANrAOE DATA ANrAOE DATA ~ p t 3 ~O ° _ Q 2 °
ALfREO M. JOHNSON. / p.e. x.51 s, PG.-15 f ~ I , ry. 'M Q, 1;U y'
Lor ~ ~ ~ , ~ 'I GfLIPEVINE' ACRES , l FuB Flow ~ Mrn. Pi Total Total l C Q (Total) Slope ~ Size V full Length US OS US Top ]
1989 ,PG. 817 ~ Sub Total B.M. P1N N0. 0656.04-50-5514 r' / Fran Ta e ;t' (aCr@S~ Ta ~ Intensity Runoff Q (inlet) (cfs) ~ Size in. COY feet Invert (R) Invert (R) EL (R) tIOC c (saes) in.lhr. Coef. ( ) pn.) ( ) (1~) (ds) ( ) 2 ~ ci
1~ a~ 1 ~ ~ _ _ ( ) - O
, ~i> , H U1 ap~,
, ~ f ~ ; - f J"•, CI.2 CI-1 0.28 ~ ~ 1,. ^ 7.22 0.70 1.3 1.30 0.006 9.1 15 4.0 5.29 28 312.50 312.35 316.53 ~ ~i W 2 ~ „I-1 0.28 0,26 V OH w
:may CI-1 EX-CI 1.11 ~ FES c"I , r , X-CI 1.11 1.37 7,22 0.40 3.2 4.50 0.042 10.0 15 10.8 14.33 184 312.25 305.30 318.53 ~ ] s[ Q , ¢ Y °e Q _ .~~,v. ~ a ~
s~ ~ 1 4 1 8.8 ~ 11.68 80 318.00 315.75 318.00 r ~ - ~ i 1.80 7.22 0.40 5.2 5.20 0.028 11. 5 (A O
rs p' ` 1a ~ L FES-7 CI-5 1.80 ANDREW MEC ~ ,r„ D.B. 4574, 815 5 , CI-5 1.80 I 2 ~ o
LOT , f ~ : B.M. 1989, 817 r ~-i..~- ~s FES-8 CI-5 2.98 o a _ 0.40 8.6 8.61 0.135 10.2 15 19.3 25.56 91 328.00 315.75 330.00 V o CI5 2.98 6.99 7.22 _ ]
PIN ND. 0656. -50-6573 ! ~ rvi' fl y ]
~ f~. ~ CI-5 CI-4 0.84 16.12 0.102 13.7 15 16.8 22.24 26 315.65 313.00 319.87 m CI-4 0.84 9.43 7.22 0.50 2.3 ~ ~
~ ~ CI-4 FES-3 0,11 ° 'ES-3 0,11 9.54 7.22 0.70 0.6 16.67 0.084 14.3 15 15.2 20.21 82 312.90 306.00 319.87 „ a` x
~ ~ ~ 3 ~ ~ ,y - o u~ _ ' ~ io
, ~ ~ ' f YI-12 YI-11A 3.97 I-11A 3.97 3,97 7.22 0,40 11.5 11.47 0.143 11.3 15 19.9 26.35 116 332.00 315.35 336.00 ,
/ , / ~ ~ r 'r' r~"``~ YI-11A CI-11 0.00 6.3 21.43 26 314.55 314.35 321.00 ;I-11 0.00 3.97 7.22 0.50 0.0 11.47 0.008 19.5 24 o
~ ~ ~ CI-11 CI-10 t88 f 7,22 0.50 6.7 18.18 0.006 23.2 24 6.3 21.43 26 314.55 314.35 319.35 ~I-10 188 5.83 ' ii
z , y~ ~ ~ i CI-10 CI-9 0.38 CI-9 0.38 6.21 7.22 0.70 1.9 20.10 0.006 23.9 24 6.4 21.79 308 314.25 311.80 319.35
' / ~ G. SCOrr KRUTCH ~ ~ . 'r~ 666 D.B. 3114, PG.
B.M. 1983, PG. 736 ~ CI-13 CI-9 0.37 1.3 1.34 0.006 92 t 5 4.0 5.29 26 318.05 317.90 322.05 ~ ' CI-9 0.37 0.37 7.22 0.50
PIN f. ' . N0. 0656.04-50-8673 ~ ~ ~ ~ ~i
- 4 CI-9 FES-8 0.22 \ ~ES-8 0.22 6.80 7.22 0.70 1.1 22.55 0.011 23.7 24 7.4 25.05 62 311.70 311.05 322.05 (,~MT~ T - s~
~ I , ~,,;r~,, ~i
~ ~ 01.19 CI-18 0.04 ..^.I-1A 0.04 0.04 7.22 0.10 0.2 0.18 0.008 4.4 15 4.0 5.29 26 326.50 326.35 330.53 n;,,
CI-17 0.46 0.50 7.22 0.50 1.7 1.84 0.005 10.6 15 3.8 4.99 39 326.25 326.05 330.53
CI-18 CI-17 0.46 t CI-17 CI-16 2.20 CI-16 2.20 2.70 7.22 0.50 7.9 9.76 0.037 13.7 15 10.0 13.32 26 325.95 325.00 331.17 C-3,0
0.07 CI-16 CI-15 C1-15 0.07 2.76 7.22 0.70 0.3 10.11 0.040 13.6 15 10.6 14.01 47 324.90 323.00 331.17
ES-14 0.20 2.96 7.22 0.70 1.0 11.12 0.068 12.8 15 13.7 18.22 116 322.90 315.00 333.12
C _ CI-15 FES-14 0.20 GRAPHIC SCALE 1"=100' PROJECT MUNBER
~ a
-2005 609
100 0 100 200 300
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~7GIfGl117L °
WALTER C. TEAGU~ VI/Y/ I'/~VIf11.1.A~~~ W to THE UTILITIES £ONrRA~rORS AND THE UTILITIES BEING INSTALLED, OT1fA N 1.) Tl~ CONTRACTOR SHALL CONTACT 'NORTH CAROLINA ONE CALL" AT 800-632-4949 ~ o
D.B. 6298, PG. 470 I. _ LOT 16 FOR PUBLIC NA TER AAO SEI~R SERVICES OR;STOAM DRAINAGE, SHALL BE LOCA D FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 4B HOURS PRIOR ' o a
I I SQUIRE RIDGE EROSIONCI~M'ROI. LEGEND I B.M. 1992, PG. 1355 -IYIrMIN THE FOUR FOOT (4') UTILITY EASEMENT LOCATED BES ANO OUTSIDE lHE TO ANY DIGGING. PROVI B STREET RIGHT-OF-NAY ON BOTH SIDES OF T1f STREET, TOM STREET TREES 2.) EXISTING CONDITIONS AND_UTILITIES SHONN AAE BASED ON INFORMATION Qf
PIN N0. 0656,03-31-8669 BE PLACED BETNEEN THE BACK OF CURB AND THE PUBLICS NALK NITHIN THE PUBL KENNETH CLOSE AND ASSOCIATES. THE CQNLRACTOR SHALL FIELD VERIFY CONDITIONS PRI STREET RIGHT-Of-NAY. TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DESCREPANCIES. COh~FLIC S
RONALD l:. KNO ~ ; / . _ "INyOLVING PUBLIC MATER, SANITARY SEMEl~ AND STORM DRAINAGE CONSTRUCTION SHALL ~ F ~ 2 RESOLVED TO THE SATISFACTION OF THE TONN OF FUOUAY-VARINA.
- c - c - ~ - c - CLEARING LIMITS D.D: 364p, PG 37 ~ rarl rf agar-r~wDw LOTS 31 A P OF 32 ' ~ ~ ~ NITH THE TONN OF a ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
SOUTH LS ' I E!'iBStov _ . \ QUAY-VARINA STANDARDS ANO SPECIFICATIONS. 4.) TFIE DEVELA~R r REQUEST APRE-CONSTRUCTION MEETING FROM THE TOMN OF ~ N 2
m-----m~- TEMORARY ~IVERSIDN QIT~'H B•M~ 19 , PG..912, . PIN N0. .03-41-0048, I I ,1 ~ EEK FUOUAY-VARINA PRIOR O~BL=&IMNING CONSTRUCTION OF ANY STREETS OR UTILITY o TS. THIS PRE-CONSTRUCr10N MEETING SHALL BE LLD; PRIOFI TO STARTING ~ IMPROV€MEN T NN R SHALL CON HE PLANNING DIRECTOR ^
- ~ - x - z - x - SIB T FENCE { ~ pro' a-apa r-rA~w _ ~ " " coNSrRUCrI~v wlr~ r!~ rONN. HE o E > y
` ' ~ Sf16t FIII fNNF - - - _ - ~ieara ~ - - ~ - . f TO SCHEDLCf THIS CANFERENCf. ~ 5.) BOUNDARY ~NF~MATI IDED BY KENNETH CLOSE A ASSOCIAT
6.1 LAYOUT PROVIDED TONY NDSCAPE ARC S.
SEDIMENfi BASIN ' T D A WOLHRAH QD t ,4~urnm ~ 7.) TOPOGRA)'FIIC INF ATION FRAM NAK G. L. S. 8.) ALL MATER LINE LL BE INSTALLED IN STR E NITH PLUMBINB o „ w m ~ ~ e ~ ~ ~ °
D.B: 8641, P0. 258 \ ~ ~ oursmE- . Lnars r,~4 LOT 33 CODE LATEST EDITI z 9.) 4' VC SANITA SEVER RVICE SHALt BE INSTALLED IN ST CORDANCE TH
8 SOUTH TRAIL \ \ / Z TFJE N. .PLUMBING ODE LATEST EDITION.
B.M. 19183, PG. 12 \ V ' , qE.~ PJN N0. 0856.03- -1837 ' 10.) THE CANTRACT SHALL KEEP AN APPROVED EROSION CONTROL. PLAN ON SITE ALL TIMES NOR'( IS BEI PERF D. NO NARK SHALL 8E PERFORMED PRIOR-TO OBTAINING
, AN AAPROVED EROS CON PLAN...... 11. TEMPORARY E IAN QONTROL~ASURES SFIALL-BE COODINATED MITH PERMANENT 10
EROSION CONTRQC ASURES AND ALL OTHER NORK ON )F~ PROJECT TO ENSURE ECONOMICAL, 1'
~ ' ~ ~ • EF ECTIVE AND C TI E ICJ CONTROL THROUGHOUT TF~'C-0NSTRUCTION ANO Ov ~ T CONSTRUCTI PERT A TO MINIMISE-SILTATION OF STREAM, LAKES,.... RESERVOIRS, Q ti ~ a'
' ' ' FT BEiYNDA JACKSON ? / 'AND OTHER MAT 1 N GA&IMD SURFACE OR OTHER PROPERTY. V ~ m ~
.B. 8149 P .983' ~ ~ i G Lor 34 ' 12.) THE CONT CTOR IS RESPONSIpLE FOR INVESTIGATING SOIL_CONDITIONS ON SITE. THE y~ Ol ~ CONTRACTAR L NOTIFY THE ENGINEER IMIEDIATELY OF ANY UNSDITABLE-MATERIAL._ _ - Y ~
sourH rRAlcs SPACE , . UPON FIRST TACT.. 6' 0,~
B.M. 1983„PG. 912 ~ P NO. 065¢.03-40-2769 ,
~ o ' ~ ~
i , J i - 2 _ ,
sv~1~r` ~ ' ALE W.k~ BUR N - D.B.%657, ALBRIOHT R SORRELL _
" , - PIN N0. 0656.3-4 -3903- ~ TRACT 1
4' urnm ~vr iw>En D.I DANNY PRINCE r p~~ Dc ~ ~ P!N N PG ~ 389: D.B. 5398 PG. QI P!N N0. 0 ~ 3-2012 _ _ - ~ - - - ~
T ~ Lo I~
SDUTH tRAlcs ~ .:912 i ~ a~ e pIrERSIp1 N DDFia i B.M. 1983, PG , O V' (0
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P ' .1~a a«r ~ rE~u+r AslMauo rs , N to
, C'r~` ~ ~ I~MOYED. LETA NILL If; , ~ a PADrILED DH IfA,CrrfN , p1ANrh65 ~a° ro>rr a~ Fuay~r-v,~ar,~ _ _ _ _ ~ 01 swrrwr ~un sir ~ _ _ _ _ - _ - _ ~ ~
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I ~ \ 1 ~ ~ LL1~
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D.B: X403, PG. 565 , ' 1 ` ~ O RESE BY ON?JER I V ~ ~ i~ ~ ~ 1 I
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JOHNSON i ROGER LEE . A16 rr FIRM ~ ' ' D.B. 4446, PG. X460 p~ ~ ~ / - i I S~ ~C Q 2 I ti
,LOT 4 ' AIQ ~ I 1 I ` .y CI m
GRAPEVINE ACRES i B.M.: "1988, PG. 1186 ' I _ - - / . 'C. I it I Q w ~6 > ~~iWO N= ~
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/ p `e - ~ , PIN N0. 0656.04-53-3960 0 ~ A• ~ ~ PIN N0. 0656.04-64-0222 ~
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D.B. 1613, PG. 663 I z ' Lor 2 . ~ 5 _ ~ , ~ Q , -F . ~ ~ ? ~ i R i m
GRAVEViNE ACRES ~ ! ~ I B.M. 1984, PG. 167 y~ >!Y ' H ~
PIN N0. 0656.04- 588 ~ ' ~ ~ n s ~ f U t~ ~ ~ ~ ~i ~ i ~ r I d
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Lor r ~ ~ ~ - ~ GRAPEVINE ACRES I ~ ' ~ ' Q
7YG r, ~ . ~ B.M. 1989. PG. 817 r" PIN N0. 0656.04-50-5514 g, ~ 7 _ ~ N _ - - ~ -
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LOT ~ ~``5 - ~ ~ I ~ ~ ~ _
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.B. 3114 PG. 666 ~ D g B.M. 198.3, PG. 736 ~ _ , j
PIN N0. 0656.04-50-8673 i , ~ ~ r _ . ~ ~ ~ ~ i
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i
GRAPHIC SCALE 1"=100' PAOXCT NUMBER
r,
1000 -j- 609-2005
100 0 100 200 300 - =

Cl
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INTERSECTION WITH STABLE FERN ~ . ~
DRIVE -STATION 25+89.01 •w m
INTERSECTION WITH LEATHERSTONE ~ ~ r ~W az
GRAPHIC SCALE 1~~=50' LANE -STATION 10+00.00 ~ r ° o ~ v
FES ! r~'• ! r~'~ " Z ~ c a
0 p 50 100 150 R=115.OOft 14 I 5 cH-131. tuft i, o m
A=134.3Bft I I y m 2
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8" V (1) 50.0' RI6HTOFMAY i ~romv mm~mm°~
H CI I ~ CI 1 P - PT 25 6.07 6 16 2 DI WL R-275.OOft ~ ~ 15 PC 29+65 27 CR-152.63 • 4.0' UTRITY 4.0' UTIlITP '=275.OOft ~yT ~ 5.5' SHOULDER 5.5' SHOUL f,131B17 _
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- - - - T=79.44 t ~=79.44 t K SIDEMALK ,
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1 ~ 7 ~ - _ \w Z. ~ s•-- ~ rn W ~ i
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CI f ~ ~ MH 19 i 17 11 32'11 "W UNDER CLWB AND GUTTER. 6O p" 18.91 f t AT AN AVERAGE RATE OF ]58 LB. PER SQ. YARD. INSTALLED IN
.i ~ 27 13 ~ , ' 26A i CI HYD MH " I-2 INITALLY MITH 1' DELAY OVERLAY " ` 5 CONCRETE 5IDEMALK ]-1/2 '(NQ PROPOSED 8" AGGREGATE BASE COURSE
~ ~ FIRE IB 8" PVC S 2" DIP WL 5 ~ 28 • HYD. i COMPACT SU86RADE TO
' 95X STANDARD PROCTOR
~ PC +54.99 I ~ 12 ° PV SS 4 MH MH ~ ~ B' PVC SS 2" GLOW OFF ASSEMBLY nnTES.
~ g 25 ~ PT 31+19.93 /r; X-IN6 WITH 1.) IN ROADMAY SECTIONS THAT DO N7i REQUIRE 5N~ATLBA~ O~TCLNB. ~ 93 THRUST ANCHOR SIDES GAAOE SLOPE 11.5' @ 4.]lx SLOPE BE6INNI MJ-f 2.) STREET TREES SHALL BE 2.5' CALIPER SHADE TREES. THERE SHALL RI
y A ~ ~ 29 BE (11 A4E STREET TREE PER LOT. ~ " 3.1 TFE AREA BETIA<EN THE BACK ~ CUN9 AND SIDENALK SHALL BE FOA
,i ~ ~ ~ . ~ END 31+98.83 STREET TREES OWLY. MITHIN ALL STREET RIGHT OF MAYS, UTILITY ~ I CONTRACTORS SWILL INSTALL ALL UTILITY LINES NITHIN Tlf 4' UTILITY O
~ ~ ~ CI ; y ~ EASEMENT. THE 4' UTILITY EASEMENT SHALL BE LOCATED IASIDE THE RIGHT Of MAY AND 3' OUTSIDE THE RIGHT 0,< NAY.
9 y ~ / FES 21' 81B, 50' PUBLIC RIW STANDARD N. C. D. 0. T. TEMPORARY N
l~ g GRAVEL HAMMER HEAD TlJRN AROUND N YPICAL STREET SECTIONS rn r T 0 BE REMOVED AND STANDARD SECTION +i D O
ti ~ ~ 16" PVC SS TO BE COMPLETED TO PROPERTY LINE C ~0 C 0)
s ONCE FUTURE DEVELOPMENT TAKES PLACE ~ O O ~ ~ ~ry
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GENERAL NOTES
THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL" AT 800-63~-4949 1) O~
R ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR FO TO ANY DIGGING. O RO
EXISTING CONDITIONS AND UTILITY SHOWN ARE BASED ON INFORMATION PROVIDE BYIOR 2) c 0
NETN CLOSE AND ASSOCIATES. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PR TS KEN TARTING CONSTRUCTION ANO NOTIFY THE ENGINEER OF ANY DESCREPANCIES. CONFLIC TO S t
VOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL IN BE RESOLVED TO THE SATISFACTION OF THE TOWN OF FUOUAY-VARINATH THE TOWN OF a
3.1 ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WI
OF FUDUAY-VARINA STANDARDS ANO SPECIFICATIONS.
310
350 ~ ~ w CSC. W I _ _
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Vert. Scale 1 295 Horz. Scale 1 = 5 ~5 315 C-5.0
= 50
310 PROJECT MUMER
~0 31+00 32+00 1609-2005]
290
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

WALTER C. TEAGUE ~ °
D.B. 6298, PG. 470 c~ENERAL NOTES Ul1LlT}'WARNING p~~~ A,I Lor is c PEN PA E ITE DATA T 0 S C S ABLE Q,
Dt! IIGGNI'11.L EQUIPMENT ~ ~ SQUIRE RIDGE 1.) Tn~ CONTRACTOR ,.HALL COPJTACT " NORT MAINTAIN 16' VL:?R11CAL CLEARANCE COPJTACT "NORTH CAROLINA ONE CALL" AT 800-632-4949 TOTAL OPEN SPACE REQUIRED' WAKE COUNTY PROPERTY IDENTIFICATION NUMBER ° o VG EXISTING UTILITIES. CALL A T LEAST 48 HOURS PRIOR TOTAL OPEN SPACE REQUTAEO~ 25,5' DF 48.049 Ac. = 12.01 ACRES 0656.04-63-9535, 0656.04-62-0913, AND 0659.04-14-6412
mm y}~~''I y y~~~ ~ ~ B.M. 1992, PG. 1355 FOR ASSISTANCE IN LOCATING EXISTING UTI ~ E IV T~EI"lh7J/LNL~~E~i~:CTRM7L PIN NO, 0656.03-31-8669 TO ANY UIGGING. ANDALL EXISTINCPOWERL~NESDU TOTAL OPEN SPACE PROVIDED = 28.16 ACRES
2.1 EXISTING CONDITIONS AND UTILITIES S 4ND UTILITIES SHOWN ARE BASED ON INFORMATION PROVIDE BY DEVELOPER' 4TE5'. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR PRIMARY OPEN SPACE THE WEISGERBER GROUP ~
//GRIV7V ROVALD 1.. KNOT; ~ , KENNETH CLOSE AND ASSOCIATES'. THE CONTR TO STARTING .,ONSTRUCTION AND ~fDI~FY-THE D.B. 3640, PG. 437 30' TGMY1 LFFL6WY-YARlM1 LOTS 31 + A PART OF 32 sAMrrARr ~ FD9 NNE INVOLVING UBLIC WA-T€R, -SANITARY SEWER, AND 11fDI~FY-THE ENGINEER DF AN, UfSCREPANCIES. CUNrLl~~~ PRIMARY OPEN SPACE AREA' P5.11 ACRES 1426 HALL ROAD ~ ~ ~ANITARY SEWER, AND S~OR.M DRAINAGE CONSTRUCTION SHALL HAKE FOREST, NC 27587 ~ ~
SOUTH TRAILS ~ ExlosrDV _--BE-AES LVED TO T;-IE SATISFACTION OF THE. ~,IALL~EDESii~Mlp~S'WAl16S'91116ESTAI~r~NC0.0.L B.M. 1983, PG. 912 ' ' ~ 3.1 ALL CONSTRUCTION AND MATERIALS SHAL aW ACTION OF THE. TOWN 0, FUQUAY VARINA. COMMON GREEN OPEN SPAf,E OFFICE.' 919-540 0418 FAX.' 919-540-0419 0
! , ~ PIN !d0. P656.03-41-004 ' ' 1 .~„~..•~-"`j OF FUGUAY-VARINA STANDARDS AND SPECIFIC ZIsPm~u~rw?~w~st~LLa~~ ~ _ MATERIALS S,'1ALL BE IN ACCORDANCE WITH THE TOWN OF COMMON GREEN OPEN SPACE AREA REQUIRED: FOX OF OPEN SPACE = ir:O1 x .20 =2.40 Ac. " ~ OS AND SPECIFICATIONS. TOTAL COMMON OPEN SPACE PROVIDED. 3.06 Ac. ~ z
/,~•CREEK 4.1 THE DEVELOPER MUST REQUEST A PRE CO (M$T/~E~1OX~~ILLBEAIALL ~ ~,,~F,,~„r_Y,,~,,, ~ FCOUAY-VARINA PRIER TO BEGINNINr, CONSTR EOUEST A PRE-COPvSTAUCTION MEETING FROM THE TOWN OF IOWNSNIR' ~1IDOLE !'REEK ° o SGINNING CONSTRUCTION OF ANY STREf75 OR UTILITY NOTES: JURISDICTION TOWN OF FUOUAY-VARINA
sarTARr SEA Fo4 NNE _ _ _ E~pIT _ - IMPROVEMENTS. THIS PRE-CONSTRUCTION MEE DNSTRL~TION MEETING SP,ALL BE LiELO, PRIOR l0 STARLING 1.1 PRIMARY OPEN SPACE SHALL CONSIST OF UNDISTURBED NATURAL AREA TO BE EXISTING ZONING R-8 ~ y
txla5lar , ~ - - -10 1~ ~ . ~ CONSTRUCTION, iVI TH THt TOWN. THE OWNER ~'e'I R~~~~~~L~~~~ G~ TO SCHEDULE THIS CONFERENCE. l~+ ~ ~ OWN. THE OWNER SHALL. CONTACT THE PLANNING DIRECTOR MAINTAINED BY THE HONEOWNER'S ASSOCIATION. EXISTING USE.' FARM, RESIDENTIAL ¢ VCE. 2.) COMMON GREEN OPEN SPACE SHALL BE GRADED AND SEE;IED FOR USE AS A PRDP05tU USE: SINGLE FAMILY RESIG~1rTh! - 25% OPEN SPACE DEVELOPMENT
FE, 5.) BOUNDARY INFOP,MATION PRDVIDF.D BY KE TODD A WOLHr{AH PRDVIOF.D BY KENNETH CLOSE AND ASSOCIATES. MULTI-PURPOSE PLAY FIELD. PROPOSED DEVELOPMENT ACRFAGE.~ 48.049 ACRE
641 PG. 2584 ~ ~ ~E~' , e' urArrr rr:~1E117 LCGIED 6.1 LAYO!iT PAOVIGED 8Y TONY M TATS LAND ~ ALL PrfDESIRG4111A~ IRAN S SH+9LL BE 16411(TAlll®BY Tlf HIAYEOM~S D. B B \ , ansTa~ a t~YJ LD1IT5 PHASE 4 LOT 33 \ ~ / - 7.1 TO~"DGRAPHIC INFORMATION FkOM WAKE C ONY M TATS LANDSCAPE ARCHITECTS. TOTAL LOT NUMBERS: 105 LOTS' ION FkOM WAKE COUNTY G.I. S. TOTAL DENSITY ALLONEO.' 5.48 Du/AC. i ~ ro v ~ ^ ~ ~
ASSO(~ATibIV,W1HEEYEMIHATTHETOWIVPUBLICUi1J1ES~~~~~ SOUTH TkvLS 8.) riLL HATER LINE SH~iLL BE INSTALLED 1 ~ Z ' ~ ~ ~ COUE LATEST EDITION. BE INSTALLED IN SFAICT ACCOADAiJCE WITH THE N. C. PLUMBING PROPOSED iJENSITY PEA aCRf.' 2.19 Du/Ac. ALLOWABLE MINIMUM LDT SIZE.- ~ 000 SOFT. AVERAGE
L B. N. 1983, PG. 912 . ~ ~ , / TFEFI~~EON+~SASSO(~ATIOWS~41l1BEf~ESP~VVSIBLEF~AT~91 PI .0656.0:-40-1837 ~ / a9zo.21sF 9.) 4" PVC SANITARI SEWER SERVICE SHALL N h0 22.50 / 9 SERVICE SHALL 8E INSTALLED IN STRICT ACCORDANCE WITH ACTUAL AVERAGE LOT SIZE.' 6, 306.86 SQFT.
/ ~ .14Ac. `,0.20Ac. , THE N. C. PLUMBING CODE J.ATEST EDITION. ~ ~ / ~ 6044.09SF, 0 r r f ~ ~ / ~ R.14Ac. 10.) ,NE CONTRACTOR SHALL KEEP AN APPRJ 4TEST EDITION. L KEEP AN APPROVED EROSION CONTROL PLAN DN SITE AT ALL
~ / / ~ TIMES WORK IS BEING PERFORMED NO WORA' PROGRESS ENERGYNOTES: ~ , , Q.14A DRMED NO WORA' SHALL P,E PERFORMED PRIOR TO OBTAINING ' SE/ D/'7Vl'~S ~l~ 90L °LAN. ~P jO
A CONSTRUCTION EGUIPMENT \ / ~ 27 a .+N APPROVED EROSION CONTROL .LAN. S 1.) MAINTAIN 16' VERTICAL CLEARANCE BETWEEN LT OF ELECTRICAL ~ `6072.54SF ~ 1f.) TEMPORARY EROSION CONTROL MEA~JRES DNTROL MEASiIRES SHALL BE COODINATED WITH PERMANENT SETBACKS' V FROND 20'
, AND ALL EXISTING POWER LINES DUE TD THE POSSIB.LITY ~ 14Ac. - EROSION CONTROL MEASURES AND ALL OTHER POWER ARC. MARG4RET BELYNDA JACK30N ~ EFFECTIVE AND CONTINUOUS EROSION CDNTRO r r ~ O~ 6 AND ALL OTHER WO.~K ON THE PROJECT TO ENSURE ECONOMICAL, SIDE: 6' ~ ti0 J p, ! EROSION CONTROL THROUGHOUT THE CONSTRUCTION AND REAR 20 a y a ~
P.1 REOUESTOR SHALL ADHERE TO PEC'S EASEMENTS RIGHTS AND THE 2/6/01 O.B. P149, PG. 983 ~ / ~ /'~~16~AR1' 1~ ~ - 1 xu az' r POST CONSlP.UCTION PERIOD AND TD MINIMI7 AND O MINIMILE SILTATION OF STREAMS LAKES, RESERVOIRS, CORNER. 16' V ~ W ~
"TRANSMISSION LINE RIGHT OF WAY USE GUIDELINES AS SHOWN AS ATTACHMENT 'A". LOT 34 / ' 6o1z.5esF ' i r9.91r1 AND OTHER WATER IMPGUNDMENTS, GROUND SD SOUTH TRAILS / ~+~SP/4CiE `;O. f4AC;;' ~ ~ , SEE SHEET C-13,0 FOR ATTACHMENT "A". , a 12.) T~1E CONTRACTOR IS RESFDNSIBLErOR ENTS, GROUND SURFACE OR OTHER PROPERTY. S ~ N ~ ESFDNSIBLErOR INVESTIGATING SOIL CONDITIONS ON' SITE. THE Y O
NY EQUIPMENT WITHiN SAID EASEMENT AREA !N ~ B.M. 1983, PG. 912 / ~i l:i~, 055.92 S0 FT 3.J REQUESTOR SHALL NOT UTILIZE A 15 ' OPJTRACTOR SHALL NOTIFY L'fE ENGINEER IM T WOULD COME CL DSEP, LuAu 15 ~ PIN NC. 0656.03-4~0-27ti9 ~ i (2.99 Ac.) , ~ SUCH MANOR THAT ANY PORTION OF SAID EOUIPMEN ~ y so26.70sF ' PON FI ST CO,"iTACT. / L'fE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL ~ a•
TO ANY CONDUCTOR OF ELECTRICITY. ~ / Q. f4Ac.: ~o~ 6462,1; , ~ 0~ TNT
AND RETURN AREAS TO ~ ~ 0.15Ac.; ~ °r o 4.1 REOUESTOR SHALL REMOVE SEDIMENT BASINS IN 100 DAYS ~ Z¢ 9,' STAAroARD N.C.0.0. T. TEN°OAARY 30' TfMN~F F1,pMY-YAAINI ~ :f 6021.9BSf' . i ' r 6AAYEL HA1MfR f£AD TUPoJ AROUND Qe ORIGINAL GRADE. , 544tru+r,~ItR NNE ~ 1 ~ ~L 9.14AC. ~ ' TO BE REMOVED AAO STAM7A SECTION
5.) REQUESTOR SHALL KEEP SILT FENCE AT LEAST 10' FROM ALL STRICTURES. ~ ~ , POSS FROM STEELHOP.SF Ex~slav / a TO BE COMPLETED l0 PROPE r LrnE ~ W.1.1. BUR)ON
6.) REQUESTOR SHALL PROVIDE 4: 1 iH: V) ACCESS ROAD FOR PEC AC `til ~ y , 9 ~ 4. ONCE FUAIRE DEYELOPIENT AKES PLAC ALBF DRIVE. A / ~ `~~o5o.a5sF~ ~ r~>5.o6ff r ALBkiGHT R. SORRELL j D.B. 657, PG. 545 TRACT 1 PIN N0. 0656.03-4F-390?
n ~ ~ ~ ~ .14Ac. ~ - 7.) REOUESTOR SHALL RETAIN , EL'S ACCESS FROM WAGSTAFF ROAD. DANNY EAP,i PRINCE {~'JutA1NA6E ' FROM RIGHT OF WAY. E nr ~ ~ e L ~r~ D.B ESTRIAN ACCESS TRtiIL 7oes.9lsF iE r Mr B.1 REOUESTOR SHALL REMDVt 30 PED D.B. 3,~s, Pc 389 A~ a~ V • ~ au D.B. 5398, PG. ?95 ~ PIN N0. 0656.03-33-2012 i N
9. REOUESTOR SHALL FURNISH LANDSCAPING PLAN WHEN AVAILABLE LOT 35 i 5641. foSF 0.16Ac. ' FXa1.21ft ~ PIN NO ~ i~ l ~ Q. 13Ac. ~ frr1,-3z 19'25• I
SOOT , TRAILS / ~ B.M. 1983, PG. 912 p / L ~ ~ , 0 ~ ~ I
P1^~ N0. 0656.0.3-40-,3698 ~ / A~ 12.48$F. 9062.xSF i PFUSE 5 LOTS SHALL MOT 1# DISPENSING OFfLAMMABIf,ICOMBUSl1BL.EUQUII~S , p4~ ;13A~. ~ ~.19A~. i PLATTED U4TIL RDADMAY IS / ~ O V' (p O
~ ~ ~ EXIEM~D PAST COTS AEA) n N ~ r TEM~019ARY TLYW AROUID IS DURING CONSTRUC 0 ; , , ~ 1~J ~ 8664.12SF REMOVED. DETAILS MICC BE
COMBUSTIBLE LIQUIDS DURING CONSTRUCTION - ' 7653.15SF a ~ ,CS 0.20Ac. ~ PADYTAED QN coMSrRicnav DISPENSING OF FLAMMABLE/ ON ~ ~ / O.1BAc. ~ ~ D4AMTN&S 40' TONN OF FUOUAY-VARINA N SANITARY SEMEA AM7 6REENMAY TRAIL ~ ~ O~
OF THIS PROJECT REQUIRES A FIRE CODE PERMIT AND SITE INSPECTI ~ ~ \ fial3.sss~ CONTACT THE FIRE INSPECTIONS DEPARTMENT AT 919-753-1004 ~ ~ ~ 1 ~ 0.16Ac. ~ EASEMENT F04 fUTLRE EXTENSION. D ~O ~y
~ j ~ PHASES
,~..,..,.a. ..,.~..Q f0555.50SF ~ i ~ ry ~ ~ / ~ ~O k gg - -
30' TOM' o` FL6'INr-rAROw I 0.24Ac. 116 6009.3eSF ~ ~ ~T I 'b 0.14Ac. ~57 / i _ ~ a - ld l1.
SANITARY Sf~R Fo4 NNf ~ / ~ d ~ IXiFA6IQV ~ 11{/ ~ ~ ~ - " , . - ' - _ 40' rOMr (F !teuA r-YA4Lw O •M
/ ~°i" ~ 6575. StSSF i ~ A,15Ac. ~ . 1 , A~ ; I ! - - - _ ~ ~ _ , ~ _ _ . SL41TARr .~?fil AM7 9~T.,MUY Th1I! C p ~ ~ EASfiENT 104 FURfE fXiFkSI04. V
STEVEN. V DARLING i ` ~ ~ , D.B. 4337, PG. 546 / i ` ;a- I
i I ~ I LOT ..6 I ~h 7 , A - ~ ~ SOUTH T241LS I / ~ ~ " ' r ~ ~ C ~ L ~
' PG 912 ~ ~ ~ ~ B.M. 198., I PIN N.O. 06`6.03-40-554F Y I ~ 98 a ~ ~ ~ ~ ~ ~ •H ~ ~ N2
7 ~ 618 SIRFFT f ! r I ~i 619.64Sf ~ ~ ' ~ ~ D.1BAc. + Fog FiMSE 2 STATTOY ~ / ~ 1 r--- ~ - - - O r---- - - ~ ~ ~ ~ .
UTIUTYINSTALLr4T10NNOTE ~ i~~ ,11,21.7 ~ , ~ T RS AND THE UTILITIES BEING INSTALLED, OTHER THAN I THE UTILITIES CONTAAC 0 I ~ 8848.29Sf _ '1 '1 1 ` - - O .C ` - - - ~ 0~ , O
FOR PUBLIC WATER AND SEWER 5ERVICES OR STORM DRAINAGE, SHALL BE LOCATED 0.20AC. r~ ~ ~ ~ t 1 ~ V ~ N OUTSIDE OF THE ° + t ` - ~ - 1
WITHIN THE FOUR FOOT (4') UTILITY EASEMENT LOCATED BESIDE A D ~ ~ ~ ~ - _ Vie, % WILL t 1 + ~ o „ v Q STREET RIGHT-OF-WAY ON BOTH SIDES OF THE STREET, TO WHICH STREET TREES ~ ~ Tp~,, OF AAAIr-rARTM1 ~ ~ ~ 41 p~
TH N THE PUBLIC %l` i m ~ ~ 4 BE PLACED BETWEEN THE BACK OF CURB ANO THE PUBLIC SIDEWALK WI I SArITAAr g,~ ~ ~ ~ _ _ T RIGHT-OF-WAY. ~ Fxrasta ~ `17 , ~ 1 _ ~ ,d ~ I STREE , , 72W..95SF - ~ ~ 1 ~ ~ ~ ~ ~ I J ~ e ~0
/ o.17A~. ~ i y_ r,~ . o; OiP~VSPACE , , R a~
1 I T a i ,riF„±C f I i•159.651t I~ 1 r ~ f 1 I ~ '.w, EE ( O - - , I , _ , t
Cx-.~. J9fe `'+I 1 ~ I x ~1AL+i+6E ~ ~ J ?~c" 1 ` ~ ~ 6ti03.065F „ ty ~ ~ i ~~r'~ t f ~ r 1
1 souTHTRAUS HDMEDWNERS , p • ~ 1 R~ r•^•:~:: ! ~ ~ r I F
` ~ t f• r , ; 1 ASSOCIATION, IN : I - 1 ~ r•~~ r ~ ~ ~ ~ I J + g22 543.ld 53 Fi ' f2t.1e Ac.J
D.B. 3403, PG. _65 ~ ~5 f V r 'r•~ Q RESERVED BY OWNER ~I ~ 02SF j 4 j ~ ~ ~ : • ~ , f % i f ~
sourH TRAres D.1dAC. / ~ ~ ,"c;a~e ~ , r ~ ~ B.M. 1983, PG. 912 ; / ~ 1 c 1 ~ ~ / a
~ 01 PIN N0. 06.6.03-CIO-8639 1 ~ ` r/
1s. ~1 ~ 6oa. e55F ~ ; I ~ ~ r~'~ ~ ' UQ I ~ ~ A'~ ~
i I _ ~ 1 E i / 7, ~j r.,~
13 j ~ ~ 1 6029 IeSF I 1 4 1 ~ ~ i i Y/ ``v/ * i . ~ 1
Q - ~ I ~~jj,, ~ ~ ~ ! ~ / / / - 0.1eAL ~ ~ c~ ~ 1 ~1 ~ , ~ f A / L ~I7lULGM1II~G ~ ~~j
I 1 1 ~ ~ / / ~ A 1~/ I 1 ~ ~ / r` L
1 12 ~ ~I _ j 1 1 ~ ~ ~ j, / ~ x I i I / F a 51f0.36S ~ ! ~ gj / / 1 I m i ~ r , SLOPE I 0.13Ac. I~ - ~1 •.r~ / c ~ ~ r;' , ~ / / rn
ENCROACHMENT _ ! Im ~ / - r ' ~ ~ / ~ o ~ ° °m e
I ~ ~ l I' ~ $ ~ ~ " i / p o ~ v ~ o rn v m
- c 5671.66SF ~ ~ ~ ~ ~ ' ~ ' ROG.R LEE JOHN. ON ~ h ~ ~ / , / D.B. 4446, PG. 460 0.13Ac. ~ a ~ j ~i / ~ ~ m N v ¢ .
LOT 4 I i ,A ~ / GRAPEVINE AL'RES I - ~ I t \ ~ ~ , ; / 2Q Rj ~ W~ ~ lly~e ~ 2 WJ I U' ~ I
B.M. 1988, PG. 1186 I 6056.755E i 1 ` ' ~ _ _ - _ - ' ~ , NU. 065&C4-50-1.,58 I ~ i ~ ' ~ / ~¢W2 ~tim ~ Of N Of
PIN ~ ' i ~ / ,a i % , i ti~o~° Q w°j o0 om o ivy°v ~ ~~+2 oa ~W
- - \ ~ ~ ~ ~ / I g . ~ A~ISPACE ~ ~ - - / y =~Yq ~ 20 07 j~ ti 2~ W~ Um y0
5593.7z~ ~ \ 92z SA3. " ~ • `e ` ~ ~ I ~ / rn ~Q ti Ua U3 UU'
~ Nll!'1 iASflfXl SITED C. i I \ -.-R1!'fBTIQfi b1~36Yi 1.0~ t Or x1' LIMITS I A'; ~ ~ N1' LLITT3 ~ ~ ~ \ / DlTSILE i U W 7W ' ~ 02 Oo oY s" c ¢o ¢z ¢ti
• ~ ~ ~ = i A A 1 1 i~ o a~ aQ a~
5616.115E ~ \ \ ~ ~ 1 ~
i LINEAR FOOTAGES STREETS AND UTILITIES 1 I
M~606.69ff ~ 1 - 97 ~PHASEB E 1 f~iN 5 I ~ 6013.465E ` 7401.59SF I "p/ PHAS S 79ff ~ Q.17Ac / / y,i HAROLD F. PARKER ~
or~i~9ri 0 14AC ~ I` ~ ` r LINEAR f00TAGE STREETS.' o ~ftd / i' i- / . ~ D.B. 891, PG. 39 n
ti SUBDIVISION ROADNAYS.~ 3, 947 LF °7a~ .p. _ I - - ~ ~ ~ ° ~ ~ - PIN N0. 0656.04-53-3960 0 PIN N0. OE56.04-64-0222
6QE14. fOSF ~ \ i ~E J , LINEAR FOOTAGE UTILITIES " CAROB HOWARD ~OFiNSON ~ ~ ~ ~ ~ ~ ~ ~ ~fa~ ~ • a
PROPOSED 12" PVC NATERLINF.' 2, IBO LF 12 PVC NL Q I 0.14AC. - 4561.94SF' ~ ~ - A PART OF W , ' 0.10Ac. PROPOSED B" PVC NATERLINE' 1, 671 LF B" PVC NL D.B. 1613, pG. 663 ¢ ~ ' ~ ~ ~ ' / ~ G O
• P D 6" PVC NATERLINE.' 240 LF 6" PVC NL LOT 2 ~ ~ I, ~ ~ ~ / ROPOSE ~RAVEVINE ACRES m l 6168.175E ' I ~ ~I i
B.M. 1984, PG. 1676 ~ O.feAc. ~ ~ ~ ~ ' PROPOSED 16" SANITARY SEVER.' 1, 221 LF I' ~ 5373.159° Q ~ `2`,
PIN N0. 0656.04-50-3588 ~ - ~ 0.12AC. ` ~ PROPOSED 12" SANITARY SEVER.' 1, 645 Lf ~ ~ ~ ~ _ ~ ~ ~ PROPOSED 8" SANITARY SEVER' 1, 252 LF S I ~ ~ ~ ~ / ~l W C J ~
6300.535E e , ~ r/ , R ~ o
I 0.1eAC. ~ 100 PHASE I - - - ~ ~ ~ s4eo. ~ I . _ _ Q. 15 c, / ~1 O ~
661E / arui 1af ~ S ~ , ~ TOTAL LOTS PHASE 1: ~6 LOTS ~ Q °m Z V i ~ Q
LINEAR FOOTAGE STREETS' 9 ~°0 ~ 101 i ~ EM.OOft ~ I ~A . O = ` L L
SUBDIVISION ROADWAYS: 1, 395 LF ALFRED M. JOHNSON 6rJw19 51.69. I ~D9.7A955F /i ~ I D.B. 4516, PG ° ~ 1 j ~ 2 u~ ~ n H c~
LINEAR FOOTAGE NATERLINE PHASE 1 LOT 1 z ' I r l t GRAPEVINE ACRES ~ I ~ ~ ~ ~ r % , ~ W 3 ~o O
PROPOSED 12" PVC WATERLINE: 1, 405 LF B.M. 1989, PG. 817 ' I 0.leAC. ~ ~ ' 1` PROPOSED FIRE HYDRANTS: 3 TOTAL PIN NO. 0656.64-50-5514 I ~ 6569.$SF , Q 2 0 0 ~ N
J 0.1 AC. , , r , LINEAR f00TAGE SANITARY SEVER PHASE 1 ~ ' p ~ ~ L
I r , ' 387 LF - ~ ! ~ ~ ` 'fir PROPOSED 16" SANITARY SEW , ~N z ~ o
PROPOSED MANHOLES: 9 TOTAL PHASE 1 - - I 6os;~7ssF J ` f03 -''~y~ a / ' I ~ ~ ~ 6122.645E ~ r r~ ~ ~ ' O Q ~ y
LINEAR FOOTAGE STORM DRAINAGE PHASE i , ~ 0.14Ac. 1 ~ , , , / PROPOSED STORM DRAINAGE PIPE. 365 LF ~ I 1 ~ H ~Q d
f r r/ PROPOSED CURB INLETS: 7 TOTAL ; I ~ ~ ~Z ~ ~ I V ~H m
PROPOSED FLARED END SECTIaVS' 3 TOTAL ANDREW MECHOh' LEW15 zo' aRAIMA6E ~D4 1 ' ~ , D.B. 4574, F'G- 825 EASEM!l~lT ~ ~ 7621.O1Sf ' / ~ ` ~ Q~ ~ IQ
LOT B 0.17AC. / / t ~ PHASE2 B.M. 1989, Pc. 817 pq/,uARy ~ ; D. ~ a ~ ~
PIN N0. 0656.04-50-6573 ~ J ~ ~ ~ , TOTA1 LOTS PHASE 2: 20 LOTS ~PENSPACE ~ ~ / ~ ! V I ~ ~ o
LINEAR FOOTAGE STREETS: 21.734.21 sa FT _ ~ / ~ r i o J U Q o
SUBDIVISION ROADWAYS' 807 Lf 10.50 Ac.J \j r SE ~ / ; ~ p y
LINEAR FOOTAGE WATERLINE PHASE 2 _ - ~ lr ~ PROPOSED 1?" PVC MATERCINE: 760 CF - _ r ~ U / N
/ PROPOSED B" PVC NATERLINE' 135 LF O C a
PROPOSED FIRE HYDRANTS: 2 TOTAL I / Ir,.~• ~ r i ' ',I r O lC1
r~ ' LINEAR FOOTAGE SANITARY SEWER PHASE 2 ' ! 1 ~ I ~ l \ ~G ~
PROP05ED 8" SANITARY SEWER: 106 LF ~ \ ti' PROPOSED MANHOLES: 5 TOTAL PHASE 2 / ~
G. SCOTT KRUTCH J ~ /r LINEAR FOOTAGE STORM DRAINAGE PHASE ~ D.B. 5114, PG. 666 / ; 9 ~ ~ ~
PROPOSED STORM DRAINAGE PIPE: 348 LF B.M. 1993, PG. 736 ~
0656.04-50-8673 ~ , PROPOSED CURB INLETS' 9 TOTAL PIN w0. 1 , PROPOSED FLARED END SECTIONS' 2 TOTAL ~ / ;
I r ~ ' I I 1
PHASE4 ~';a~'~ ~ ~ ,
TOTAL LOTS PHASE 4: 3 LOTS a ~ s~i~ ~ ' / 19'61• ~ , DARNING
1 TNFAA FMTdfF .STRFFL4 Wrta-58 i , 1 ~ /I eurrT
SUBDIVISION ROADWAYS: 69 LF % ~ ~717GG 1
C-1, 1
GRAPHIC SCALE 1"=100' S~}
PROJECT NUMBER
0 100 100 200 7J300609-200%95