20052157 Ver 2_Complete File_20060817

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 17, 2006
Mr. Thomas Worman
Worman Development, LLC
11903 Bowman Drive, VA 22408
Subject Property: Oak Hill Subdivision
Crooked Creek [030401, 27-2-18, WSIV, NSW]
DWQ Project # 05-2157, Ver. 2
Durham County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Worman:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 147 linear feet of perennial stream and 8,778 square feet of Zone I Neuse
River basin protected riparian buffer and 6,021 square feet of Zone 2 Neuse River basin protected riparian
buffer to construct the proposed residential subdivision at the subject property, as described within your
revised application dated June 28, 2006 and received by the N.C. Division of Water Quality (DWQ) on
July 3, 2006 and all additional information submitted and received by the DWQ on July 31, 2006, and
August 15, 2006. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use
Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USAGE). This letter shall
also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. 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.
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:
401 OversighVExpress Review Unit
1650 Mail 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
Nom` Caro na
N turally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
",. Worman Development, LLC
Page 2 of 4
August 17, 2006
Amount Approved
Units Plan Location or Reference
Stream - perennial 147 linear feet PCN a e 8 of 12
Buffer - Zone 1 8,778 (square ft. PCN page 11 of 12
Buffer - Zone 2 6,021 (square ft. PCN page 11 of 12
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. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
5. 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.
6. Construction Stormwater Permit NCG010000
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 (NCG010000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
_ Worman Development, LLC
I' Page 3 of 4
August 17, 2006
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.nc.us/su/Forms Documents.htm.
7. 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.
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.
8. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans (including a signed and notarized Operation and
Maintenance Agreement), must be implemented and the stormwater management facilities shall
be constructed and operational before any permanent building is occupied at the subject site. The
structural stormwater practices as approved by this Office as well as drainage patterns must be
Worman Development, LLC
Page 4 of 4
August 17, 2006
maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.
9. 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.
10. 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.
11. 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.
12. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 /Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
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.
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 213 .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.

AWK/ijm
Enclosures: GC 3404
Certificate of Completion
Worman Development, LLC
Page 5 of 4
August 17, 2006
Ian W. Klimek, P.E.
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Leigh Jaworoski, Horvath Associates, PA, 16 Consultant Place, Suite 201, Durham, NC 27707
Filename: 052157Ver2OakHil I SD(Durham)401 _NB R
M L E T T E R O F T R A N S M I T T A L
Aft DWO - 401 Wetlands (Ian McMillan) Date: August 14, 2006,
H O R V A T H 2321 Crabree Blvd, Suite 250 Project: Oak Hill Subdivision
Raleigh, NC 27604-2260 Job#: 0490
Civil Engineers
Planners
Landscape Architects Re: Maintenance Agreement for Basin CC:
We are sending: QW. Comments:
? Sketch Plans IAN,
? CD/Dlgltal Please find the Maintenance Agreement for Dry detention basin and level spreaders for
Oak Hill Subdivision Stream Impact :
Enclosed:
? Shop Drawings
1 -Maintenance Agreement
? Rendering
If you have any questions, do not hesitate to contact me at your convenience.
? Development Plan
? Samples
Leigh Jaworoski
? Specocalloru 1@t;z,&R8 kl%DP !
? Changes/Modr. A u
q
G Y 5 2006
DEIVR
13 Prints AU Srr Q JJ RARL
? Other
Signatur
North Carolina
16 Consultant Place, Suite 201
Durham, NC 27707
p 919-490-4990 f 919-490-8953
Tennessee
537 Market Street, Suite LL20
Chattanooga, TN 37402
p 423-266-4990 f 423-266-5700
DRY DETENTION BASIN #1 AND LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The dry detention basin system is defined as the dry detention basin, plunge pool velocity dissipater and level
spreader. The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater
runoff.
DRY DETENTION BASIN:
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the dry detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice and trash rack of any obstructions such that drawdown occurs as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the dry detention basin system semi-annually. Removed sediment
shall be disposed of in an appropriate manner and shall be handled in a manner that will not adversely
impact water quality (i.e. stockpiling near a detention basin or stream, etc.). The six-inch diameter orifice
pipe and trash rack should remain operational at all times.
Sediment should be removed such that there is no soil cover over the inlet 6-inch orifice trash rack.
5. All components of the dry detention basin system shall be maintained in good working order.
LEVEL SPREADER:
2
3.
After construction and until vegetation has been established, level spreader shall be inspected after every
rainfall. Thereafter, level spreader shall be inspected at least every month and more frequently during the
fall season and after heavy rainfall events.
a. Accumulated sediment, leaves and trash shall be removed, and repairs made if required.
b. Inspect level spreader for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader.
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
The contractor should avoid the placement of any material on and prevent construction traffic across the
structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
See Item #3, above, for inspection and maintenance of the collection system.
Page 1 of 2
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Thomas J. Worman
Title: Manager
Address: 122 South Chatham Avenue Siler City NC
Phon
Signe
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
i, Rnn 4r-A`?C-1b-ic?C 1 a Notary Public for the State of V
County of I do hereby certify that
personally appeared efore me this ~day of C and acknowledge the due
execution of the forgoing wet [wetland] detention basin maint Hance requirements. Witness my hand and
official seal,
(SEALL
My commission expires \ `' +- , ? . 6
Page 2 of 2
M L E T T E R O F T R A N S M I T T A L
A h DWQ - 401 WeRands (Ian McMilan) Date: July 28, 2006,
H O R V A T H 2321 Crabree Blvd, Suite 250 Project: Oak Hill Subdivision
A`5, -I A I
Raleigh, NC 27604-2260 Job #. 0490
Civil Engineers
Planners
Landscape Architects Re: Stream Impact Plan Revisions CC:
We are sending: W. Comments: VJ W P 01 V c?
? Sketch Plans IAN,
? CD/Dtgltal Please find revised stream impact to include:
Enclosed:
7 -Revised Plans
? Shop Drawings 7- Soil and USGS maps
1-Comment Response Letter
1-Original Comments
? Rendering 1-Autocad drawings on CD
? Development Plan
? Samples
? SpecOcallons
? Changes/Modl.
? Prints /
? Other
If you have any questions, do not hesitate to contact me at your convenience.
Leigh Jaworoski
Sign
1NETL4N0,,Nn,._;'- . -iu,,?L Y
? r n?a?±vr!,rf!t ?R!4MFH
North CaroBna
16 Consultant Place, Suite 201
Durham, NC 27707
p 919-490-4990 f 919-490-8953
Tennessee
537 Market Street, Suite LL20
Chattanooga, TN 37402
p 423-266-4990 f 423-266-5700
July 28, 2006
DWQ (Ian McMillan)
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Subject Property: Oak Hill Subdivision
Crooked Creek [030401,27-2-18, WSIV, NSW
Additional Information Requested response for DWQ Project #05-2157, Ver 2
? 1. Please locate your project boundaries on a USGS Topographic Quadrangle map
and also on the Durham County Soil Survey aerial map and submit these maps to
the DWQ. Secs attached maps.
2. Please provide details, worksheets and signed and notarized Operations and
Maintenance Agreements for the proposed storm water management practices on
the site plan. This included the dry detention pond and the level spreaders.
Maintenance Agreements ii,i11 he n-ii,ard to lour office as soon as possible.
3. Please provide an inventory for the project imperviousness area based on
estimated built-out conditions and provide an inventory of all impervious surfaces
(building footprints, roads, driveways, decks, sidewalks, gravel -covered areas,
etc. Refer to .sheel ('000 for hreakdmi> n of hnperriorrs areas.
? 4. Please clearly indicate the limits of Zone 1 and Zone 2 Neuse River protected
riparian buffer on the site plan. Sec Sheet ('101.1br° details.
5. Please provide cross section details showing the t provisions for aquatic life
passage. Sc e construction (h-wiln,i?.sheet ('12 2 for de tails.
6. 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
ian.mcmillanCc?ncmail.net. .S'ee attached CD.
0V VV fl 1?4 /9 Michael F. Easley, Governor
0 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek, P.E. Director
Division of Water Quality
July 20, 2006
DWQ Project # 05-2157, Ver. 2
Durham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Thomas Worman
Worman Development, LLC
11903 Bowman Drive, VA 22408 V7
Subject Property: Oak Hill Subdivision JUL. ?'? LQQ6
Crooked Creek [030401, 27-2-18, WS[V, NSW]
REQUEST FOR MORE INFORMATION WETL&ND ANI) 8r6ri l ATFH BRANCH
Dear Mr. Worman:
On July 3, 2006, the Division of Water Quality (DWQ) received your revised application dated June 28,
2006, to impact 147 linear feet of perennial stream and 8,778 square feet of Zone I Neuse River basin
protected riparian buffer and 6,021 square feet of Zone 2 Neuse River basin protected riparian buffer 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 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 locate your project boundaries on a USGS Topographic Quadrangle map and also on the
Durham County Soil Survey aerial map and submit these maps to the DWQ.
2. Please provide details, worksheets and signed and notarized Operations and Maintenance
agreements for the proposed stormwater management practices on the site plan. This includes the
dry detention pond and the level spreaders.
3. Please provide an inventory for the project imperviousness area based on estimated built-out
conditions and provide an inventory of all impervious surfaces (building footprints, roads,
driveways, decks, sidewalks, gravel-covered areas, etc.).
4. Please clearly indicate the limits of Zone I and Zone 2 of Neuse River protected riparian buffer on
the site plan.
5. Please provide cross section details showing the provisions for aquatic life passage.
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: htip: h?o,cnr statc.nc usincwellanrl5
N c hCarolina
Aoatura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Page 2 of 2
July 20, 2006
6. 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.
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.
Sincer
;--,A 1 ely, 4-4
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Leigh Jaworoski, Horvath Associates, PA, 16 Consultant Place, Suite 201, Durham, NC 27707
Filename: 052157Ver2OakHi11SD(Durham)On_Hold
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USGS MAP JOB 0490
LATTA SUBDIVISION PREPARED BY: KRM
R.L. HORVATH ASSOCIATES, INC. DURHAM, NORTH CAROLINA ate: 11/01/04
DURHAM, NORTH CAROLINA 27707 Scale: 1 =500
?Of Michael F. Easley, Governor
?0 G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Y Alan W. Klimek, P.E. Director
Division of Water Quality
July 20, 2006
DWQ Project # 05-2157, Ver. 2
Durham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Thomas Worman
Worman Development, LLC
11903 Bowman Drive, VA 22408
Subject Property: Oak Hill Subdivision
Crooked Creek [030401, 27-2-18, WSIV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Wonman:
On July 3, 2006, the Division of Water Quality (DWQ) received your revised application dated June 28,
2006, to impact 147 linear feet of perennial stream and 8,778 square feet of Zone I Neuse River basin
protected riparian buffer and 6,021 square feet of Zone 2 Neuse River basin protected riparian buffer 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 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 locate your project boundaries on a USGS Topographic Quadrangle map and also on the
Durham County Soil Survey aerial map and submit these maps to the DWQ.
2. Please provide details, worksheets and signed and notarized Operations and Maintenance
agreements for the proposed stormwater management practices on the site plan. This includes the
dry detention pond and the level spreaders.
3. Please provide an inventory for the project imperviousness area based on estimated built-out
conditions and provide an inventory of all impervious surfaces (building footprints, roads,
driveways, decks, sidewalks, gravel-covered areas, etc.).
4. Please clearly indicate the limits of Zone I and Zone 2 of Neuse River protected riparian buffer on
the site plan.
5. Please provide cross section details showing the provisions for aquatic life passage.
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: http; /h2o.enrstatc.tic,uvncwetlands
An`?Equal rtunity/Affirmat to Action Employer - 50% Recycled/ 10% Post Consumer Paper;:.
NonehCarojJina
Naturailk
• ViiliUll LlY N1V}llllVlli, LLV
Page 2 of 2
July 20, 2006

6. 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.
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.
Sincerely,
J"
C?r4 ?
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Leigh Jaworoski, Horvath Associates, PA, 16 Consultant Place, Suite 201, Durham, NC 27707
Filename: 052157 V er2OakHi]ISD(Du rham)On_Hold

ot .6
r
> -i
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Thomas Worman
Worman Development, LLC
11903 Bowman Drive, VA 22408
Subject Property: Oak Bill Subdivision
Crooked Creek [030401, 27-2-18, WSIV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Worman:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 15, 2005
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-2157
Durham County
On December 5, 2005, the Division of Water Quality (DWQ) received your application dated November
1, 2005, to impact 115 linear feet of stream and 8,778 square feet of Zone I Neuse River protected
riparian buffer and 6,021 square feet of Zone 2 Neuse River protected riparian buffer 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 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:
C Please show all stream impacts including all fill slopes, dissipaters and bank sta ilization on the
site plan.
( 2. lease provide the location of any proposed stormwate
?7 arl,?g t tic the site plan.
C Please provide the detail for the proposed stormwater management practices.
/'41 Please indicate the stormwater outfalls on the site plan.
5. Please indicate the diffuse flow measures on the site plan.
( 6, please specify the percent of project imperviousness area based on estimated built-out conditions
and provide an inventory of all impervious surfaces uilding footprints, roads, driveways, decks,
sidewalks, gravel-covered areas, etc.). '-
IL/ o veil
' ? <?'
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: httv://h2o.enr.state.nc.us/ncwetlands
Non` Caro na
tura?e?y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/] 0% Post Consumer Paper
Worman Development, LLC
Page 2 of 2
December 15. 2005
1 dicate the limits of Zone I and Zone 2 of Neuse River protected riparian buffer on
t site plan.
8. This Office believes that the road labeled as, "Phillips Point Drive" on the plan sheets can be
moved or reconfigured to avoid the impacts the stream and protected riparian buffers. Please
revise the plans to minimize the impacts.
Please complete Section VII Impact Justification (Avoidance and Minimization) on the PCN
application. "N/A" is not a satisfactory response to the requested information outlined in this
section.
10. lease submit your electronic CAD files for this project specifically showing the stream impacts.
lease submit this data via CD and email them, size permitting, to [e-mail]
Please respond within three weeks of the date of this letter by sending this information to 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.
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.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ym
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Leigh Jaworoski, Horvath Associates, PA, 16 Consultant Place, Suite 201, Durham, NC 27707
Filename: 0521570akH111SD(Durham)0n_Ho1d
RE: Oak Hill Subdivision, Durham, NC; DWQ #05-2157 [Crooked ...

Subject: RE: Oak Hill Subdivision, Durham, NC; DWQ #05-2157 [Crooked Creek, 030401, 27-2-18,
WSIV, NSW]
From: "Jeff H. Lecky, PE - Horvath Associates, PA" <jef£[e-mail]>
Date: Fri, 16 Jun 2006 10:30:15 -0400
To: <[e-mail]>
CC: "Leigh Jaworoski" <[e-mail]>
Ian,
Sorry for the lag time but we have had to revise the grading on our plan to accommodate some of the
comments mentioned and are ready to resubmit back to your office. Unfortunately we are unable to locate the
original application that was submitted with our package several months ago. Can you please check to see if
this is this still with your file? Otherwise we will send another application back to the client for them to resign.
We just did not want you to end up with 2 applications in your office for the same project-no reason to double up
the paper work.
Thanks.
Jeff
From: Jeff Lecky [mailto:[e-mail]]
Sent: Tuesday, January 03, 2006 5:09 PM
To: '[e-mail]'
Cc: Leigh Jaworoski; John Schrum; [e-mail]; 'Bob Burr'
Subject: Oak Hill Subdivision, Durham, NC; [Crooked Creek, 030401, 27-2-18, WSIV, NSW]
Ian,
We appreciate you spending the time to talk with us this afternoon on the telephone about a few general
questions we had on DWQ's letter dated December 15, 2005 on the above referenced site.
You addressed our biggest concern which was regarding the timing of the resubmittal. The letter allowed 3
weeks to respond which is January 5 (only 2 days away). After talking with you we are confirming that we will be
resubmitting the plans as soon as possible. It is our understanding that this will keep our application active with
DWQ. As we discussed we are only now able to review these comments because we received the letter on
12/27/05 and our office has been closed for several days for the Holiday Schedule.
As a follow-up to your request for CAD drawings we are looking into ways to deliver you what need and will be
sending those options to you soon to review. We will do a complete resubmittal along with the CAD drawings
once we have established a level of drawing you can accept.
Thank you again for your assistance.
Jeff Lecky, PE
Horvath Associates, P.A.
16 Consultant Place, Suite 201
Durham, North Carolina 27707
[phone] [phone] (FAX)
email: [e-mail]
1 of 1 6/28/2006 8:53 AM
[Fwd: Re: Oak Hill Subdivision, Durham, NC; DWQ #05-2157 [Cro...
Subject: [Fwd: Re: Oak Hill Subdivision, Durham, NC; DWQ #05-2157 [Crooked Creek, 030401, 27-2-18, WSIV, NSW]]
From: Cyndi Karoly <[e-mail]>
Date: Tue, 27 Jun 2006 12:32:00 -0400
To: Ian McMillan <[e-mail]>
Another one for you. Please don't kill me.
Subject: RE: Oak Hill Subdivision, Durham, NC; DWQ #05-2157 [Crooked Creek, 030401, 27-2-18, WSIV, NSW]
From: "Jeff H. Lecky, PE - Horvath Associates, PA" <jef [e-mail]>
Date: Mon, 19 Jun 2006 13:44:25 -0400
To: <[e-mail]>
CC: "Leigh Jaworoski" <[e-mail]>, <[e-mail]>
Ms. Karoly,
We are in receipt of your letter dated June 15 notifying us that the application is being withdrawn (see attached).
We had just sent Ian an email last week that this project is still active (see series of emails below) but
unfortunately we apparently missed him and he is out of the office until next week. Had we known it was on the
chopping block we would have called/emailed you the same day.
Please let us know if the file has actually been thrown out and we have to start new or if we can pick-up with Ian
when he returns.
I appreciate you looking into this.
Jeff Lecky
Horvath Associates
919-490-4990
-----Original Message-----
From: [e-mail] [mailto:[e-mail]]
Sent: Friday, June 16, 2006 10:30 AM
To: [e-mail]
Subject: RE: Oak Hill Subdivision, Durham, NC; DWQ #05-2157 [Crooked Creek, 030401,
27-2-18, WSIV, NSW]
----- The following is an automated response
----- to your message generated on behalf of [e-mail]
I will be out of the office June 12th-27th. Email and phone messages will not be
monitored. If you need assistance please contact Cyndi Karoly at 919-733-1786, or
Amy Chapman at 919-715-6823, or Beverly Strickland at 919-715-4617.
From: Jeff H. Lecky, PE - Horvath Associates, PA [mailto:[e-mail]]
Sent: Friday, June 16, 2006 10:30 AM
To: 'ian.mcmillan@ncma[l.net'
Cc: Leigh Jaworoski
Subject: RE: Oak Hill Subdivision, Durham, NC; DWQ #05-2157 [Crooked Creek, 030401, 27-2-18, WSIV, NSW]
Ian,
Sorry for the lag time but we have had to revise the grading on our plan to accommodate some of the comments
mentioned and are ready to resubmit back to your office. Unfortunately we are unable to locate the original
application that was submitted with our package several months ago. Can you please check to see if this is this
still with your file? Otherwise we will send another application back to the client for them to resign.
We just did not want you to end up with 2 applications in your office for the same project-no reason to double up
the paper work.
Thanks.
Jeff
1 of 4 6/28/2006 9:32 AM
[Fwd: Re: Oak H-111 Subdivision, Durham, NC; DWQ #05-2157 [Cro...

From: Jeff Lecky [mailto:[e-mail]]
Sent: Tuesday, January 03, 2006 5:09 PM
To: '[e-mail]'
Cc: Leigh Jaworoski; John Schrum; 'Bob Burr'
Subject: Oak Hill Subdivision, Durham, NC; [Crooked Creek, 030401, 27-2-18, WSIV, NSW]
Ian,
We appreciate you spending the time to talk with us this afternoon on the telephone about a few general
questions we had on DWQ's letter dated December 15, 2005 on the above referenced site.
You addressed our biggest concern which was regarding the timing of the resubmittal. The letter allowed 3
weeks to respond which is January 5 (only 2 days away). After talking with you we are confirming that we will be
resubmitting the plans as soon as possible. It is our understanding that this will keep our application active with
DWQ. As we discussed we are only now able to review these comments because we received the letter on
12/27/05 and our office has been closed for several days for the Holiday Schedule.
As a follow-up to your request for CAD drawings we are looking into ways to deliver you what need and will be
sending those options to you soon to review. We will do a complete resubmittal along with the CAD drawings
once we have established a level of drawing you can accept.
Thank you again for your assistance.
Jeff Lecky, PE
Horvath Associates, P.A.
16 Consultant Place, Suite 201
Durham, North Carolina 27707
[phone] [phone] (FAX)
email: [e-mail]
2 of 4
6/28/2006 9:32 AM
L E T T E R O F T R A N S M I T T A L
M Aire DWQ - 401 Wetlands (Ian McMillan) Date: June 30, 2006
H O R V A.l H 2321 Crabreee Blvd., Suite 250 Project: Oak Hill Subdivision

Raleigh, NC 27604-2260
Civil Engineers
Planners lOb# 0490
Landscape Architects
Re: Stream Crossing Permit CC:
We are sending: W. Comments:
V2 Dc -?11-5-1
? sketch Plans Ian,
? CD/Digtial
? Shop Drawings
? Rendering
? Development Plan
? Samples
? Specifications
? Changes/Modlf.
? Prints /
? Other
Please find the following Stream Crossing/Impact Plan submittal package.
Enclosed:
7 - Stream Crossing/Impact
7 - PCN Applications
1 - $200.00 Application review fee
If you have any questions, do not hesitate to contact me at your convenience.
Leigh Jaworoski
Signatu
o?y G ?0
'ttr, ?c c?
??yl
m?
ti
North Carolina
16 Consultant Place, Suite 201
Durham, NC 27707
p 919-490-4990 f 919-490-8953
Tennessee
537 Market Street, Suite LL20
Chattanooga, TN 37402
p 423-266-4990 f 423-266-5700
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. V J-1 oS a. S -1
(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 14
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: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ? ` .
II. Applicant Information
1. Owner/Applicant Information
odp
D
!!_ 3 2006
Name: Worman Development, L.L.C. (Thomas Worman) DENR-WATER QUALITY
Mailing Address: 11903 Bowman Drive, Suite 101 WFTI ANnS AND ST(1RLMAMR WCH
Fredricksburg, VA 22408
Telephone Number: [phone] Fax Number: [phone]
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: Leigh Jaworoski
Company Affiliation: Horvath Associates PA
Mailing Address: 16 Consultant Place Suite 201
Durham NC 27707
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
Page 5 of 12
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: Oak Hill Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0824-01-48-2902
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Oak Hill Subdivision
Directions to site (include road numbers/names, landmarks, etc.): North on Roxboro Rd.
From I-85 and turn west onto Oak Hill Drive. Site is at the end of Oak Hill Drive
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): 36°04' ON 78°55' °W
6. Property size (acres): 20.2 Acres
7. Name of nearest receiving body of water: Crooked Creek
8. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: One single family home with outbuildings. Remainder of
Site is undeveloped.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Project
Will consist of 31 single family lots. One stream crossing with minimal impact. Typical
Grading equipment will be used motorgrader, bulldozer, etc
11. Explain the purpose of the proposed work: To construct 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
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Stream channel will be crossed
With approximately 115 LF of RCP. Approx. 12,000 SF of stream buffer will also be impacted.
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
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
Number
indicate on ma
Stream Name
Type of Impact
Perennial or Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
(acres)
UT (CrookeCreek) Culvert w/ rip rap Perennial 8' 147' .027

Total Stream Impact (by length and acreage)
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)

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): .027
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 147'
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.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): dam/embankment with emergency spillway
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local stormwater requirement
Current land use in the vicinity of the pond: Undeveloped
Size of watershed draining to pond: 3.77 Ac. Expected pond surface area: 7.000 SF
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The area on the north side of
this stream is land locked and there is no other way to access it. See attached may. The land to
the north belongs to Durham Public Schools (existing school site) and will not allow access. The
land to the west is a larger channel and would create more of an impact to cross. The land to the
east is blocked by this same stream.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
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.htmi.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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
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
(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 Multiplier Required
(square feet Mitigation
1 8,778 3 (2 for Catawba)
2 6,021 1.5
Total 14,469
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
N/A
Page 1 I of 12
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.
Existing - 877,255 SF, Proposed - 210,523 SF impervious area.
Stormwater throughout site will be collected by stormwater system.
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 will be collected by gravity sewer system and discharged to sewer treatment
Faciltitv.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes E] 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:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Z
Applicant/Agent's SignAture /Date
(Agent's sig ature is valid only if an uthorization letter from the applicant is provided.)
Page 12 of 12
GRAPHIC SCALE
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LATTA SUBDIVISION PREPARED BY. KRM
Date: 11/01 04
R.L. HORVATH ASSOCIATES, INC. DURHAM, NORTH CAROLINA
DURHAM, NORTH CAROLINA 27707 Scale: 1"=500'

10F WATFRQ
?O G
? T
O ?
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.army.mil/wetlands/Permits.html.
The USACE, is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saw.usace.army.miI/wetlands/index.htm1, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (LAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://www.usace.army.mil/inet/functions/cw/cecwo/reg/2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.htini. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
't'elephone: [phone]
Fax: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Beaufort Chowan Hertford Pasquotank
Bertie Craven Hyde Pender
Brunswick Currituck New Hanover Perquimans
Camden Dare Onslow Tyrrell
Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 12
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. a' S _ a, k S -1
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here,
II. Applicant Information ??OMM
V?
1. Owner/Applicant Information ?
Name: Worman Development, L.L.C. (Thomas Wo?a IVR 4ftFR2?06
Mailing Address: 11903 B burga Vn Drive, A 22408 Suite 101
Fredric oR?7?Re
Telephone Number: (540)3 361-1316 Fax Number: [phone]
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: Leigh Jaworoski
Company Affiliation: Horvath Associates PA
Mailing Address: 16 Consultant Place Suite 201
Durham NC 27707
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
Page 5 of 12
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 l l 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: Oak Hill Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0824-01-48-2902
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Oak Hill Subdivision
Directions to site (include road numbers/names, landmarks, etc.): North on Roxboro Rd.
From I-85 and turn west onto Oak Hill Drive. Site is at the end of Oak Hill Drive
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): 36°04' ON 78055' °W
6. Property size (acres): 20.2 Acres
7. Name of nearest receiving body of water: Crooked Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: One single family home with outbuildings. Remainder of
Site is undeveloped.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Project
Will consist of 31 single ily lots One stream crossing with minimal impact. Typical
Grading equipment will be used motorgrader, bulldozer, etc.
11. Explain the purpose of the proposed work: To construct 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
A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Stream channel will be crossed
With approximately 115 LF of RCP. Approx. 12,000 SF of stream buffer will also be impacted.
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodp in
( es/noo) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
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 b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
UT (CrookeCreek) Culvert w/ rip rap Perennial 8' 147' .027

Total Stream Impact (by length and acreage)
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)

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): .027
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 147'
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.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): dam/embankment with emergency spillway
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local stormwater requirement
Current land use in the vicinity of the pond: Undeveloped
Size of watershed draining to pond: 3.77 Ac. Expected pond surface area: 7.000 SF
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The area on the north side of
this stream is land locked and there is no other way to access it See attached map The land to
the north belongs to Durham Public Schools (existing school site) and will not allow access The
land to the west is a larger channel and would create more of an impact to cross The land to the
east is blocked by this same stream.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
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/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.
N/A
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://l12o.enr.state.ne.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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
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
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 ?
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
snap, 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
(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 Multiplier Required
(square feet Miti ation
1 8,778 3 (2 for Catawba)
2 6,021 1.5
Total 14,469
* 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.
If buffer mitigation is required, please discuss what type of mitigation is prop
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment
Riparian Buffer Restoration Fund). Please attach all appropriate information as
within 15A NCAC 2B .0242 or .0244, or .0260.
N/
osed (i.e.,
into the
identified
Page I 1 of 12
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.
Existing - 877,255 SF Proposed - 210,523 SF impervious area.
Stormwater throughout site will be collected by stormwater system
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 will be collected by gravity sewer system and discharged to sewer treatment
Faciltity.
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
1iap://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Z
Appl cant/Agent's SignAture /Date
(Agent's sig ature is valid only if an uthorization letter from the applicant is provided.)
Page 12 of 12
GRAPHIC SCALE
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DURHAM, NORTH CAROLINA 27707
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Pre-Construction Notification (PCN) Application Form
QG
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.army.mil/wetlands/Permits.html.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at -vww.saw.usace.army.mil/wetlands/index.litml, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetIands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://www.usace.army.miI/inet/functions/cw/cecwo/reg/2002nwps pdti. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp://li2o.ehnr.state.nc.us/ncwetiands/fees.htin1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality
401 Wetlands Unit Ecosystem Enhancement Program
1650 Mail Service Center 1652 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1652
Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 12
DWQ# ;?P05 _v,'2- Date 7! I fl /d(V Who Reviewed: iQ
Plan Detail Incomplete P _
? Please provide a location map for the project.
? 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.
khA
no
? Please indicate proposed lot layout as overlays on the site plan.
? wa ,
Please indicate the location of the protected buffers as overlays on the site plan. b',
?O?A1L
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays the 141
plan.
Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned-sewer lines on the site plan. AV
(?. Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Please specify the percent of project imperviousness am based on the estimated built-out conditions. -4-
irh
? Please indicate all stormwat i outf Ills on the site plan.
? Please indicate the difRrse 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 stormwater can be discharged through the buffer. .
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wedand'impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
I
? 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,
M
Please submit electronic CAD files showing tM vi a ail to [e-mail] and M.
If-
Mitigation
? of compensatory mitigation is required for this project. Please provide '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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Brogden, Edythe Pin: 0824-01-29-8455 ¦
Parcel ID: 162907 5104 Brenda Ct. ' ¦ LINE TABLE
Land Use, AG/Single Durham Public Schools Board of LINE LENGTH BEARING ¦
Family Res. Education Pin: 0825-03-30-9794 Zoning: R-20 ~ L1 149.55 885'01'50"E ¦
Overlay, F-J/B Existing 25 Parcel ID: 183779 City of Durham 227 Milton Rd. L2 40,00 N03'0T00"E
S~S Easement 0 TREE PROTECTION Land Use: Vacant Exempt Existing 25' L3 30.00 885'01'31"E ¦ City of Durhom
PB 151-PC 321-322 C110 FENCE Zoning: RD ' Overlay, F-J/B . S/S Easement L4 94.97 S03'07:00"W ¦
PB 151-PG 321-322 L5 1200 N86'39 42 W C I A T E S ASSO L6 5.99 S06'01'00"W ¦
~ 2D' PUBLIC ~ ~ STORM EASEMENT Durhom Public Schools Board of L7 128.00 N86'39'42"W
S84~~E Educotion ¦ TOT-LOT AREA Pin: 0824-02-59-8559 LB 16.22 N67'27'1l "W
- . 05.11 _ J Parcel ID: 183776 L9 59.94 N86'17'23"W ¦ 16 CONSULTANT PLACE, SUITE 201 (SHOULD THE HOMEOWNERS 117 Milton Rd. DURHAM, NORTH CAROLINA 27707 3 TREE PROTECTION TO DO SO ~ ~ " L10 14,95 '18"W
~ o - o Cll i C110 FENCE AS50CIATION CHOOSE ) Land Use; Comm SVC/School , N28 35 A;,4,;, ¦ P 419.490.4990 F 919.490.8953
_ _ ~ r,~s 0' r ~ i 24' PUBLIC N Zoninq: RD Ll l 49.93 N34'02 00 W ' ~ ~ Overlay, F-J/B r L12 51.00 885'01'31"E ¦ L~0
p _ G};. _ Lot 23 ~ STORM EASEMENT • , ' ~ ~~C,K.~ o~ j 17,417 SF ~7~ 5216 ~ ~ ~ - , , 537 MARKET STREET, SUITE ~ > ti ; < CHATANOOGA, TENNESSEE 31402
r, > ' oA Qy ~ LOt 22 ~ ~ I~ ~ 24' PUBLIC _ r. K: t . 0~ Fo . ~ i STORM EASEMENT , _ ~ ;r - ~ "~"~8~59.;,3~~f ¦ P 423.266.4990 F 423.266.5700 _ - 394:. x.:
s 10,670 SF ~ Lot 24 Lot 25 _,i r ¦
ti . . , x, , ` ~'o e'~ ~ , 16,000 SF I' 16,005 SF '12' P \ ~ / 3 ~ h,~ ~ ~ ~ l , ; ~ ? ~ h ~ II ~ Lot 26 / / { . ~ www.horvalhaswciafes.com On ~ ' 885'09'00"E A x ¦ _ , . , it 229.66
- ~ N / _ , OPEN SPACE
',1 ~ . ~ ~3 - NG'' 4 LLIP$ 16,773 SF 4\ _ _ ~ lso DR i ~ Lot 27 10 ALi~.--D ~~1C ~ 21 Ot 2 S ~ . - - ~ 16,004 SF L AREA 'B' ~x Fletcher, Harold Kent and wife Betsy ¦ LOt 28 ~i"~!'y~ Pin: 0824-02-59-0152
` B~ P .A y~ a Lot 21 ~ ~ ryh ' 124, _ 18,474 • ~ x. , 10,527 SF. ~ I 123' _ _ , x ~ _ • 18,474 SF - ~ I Porcel ID: 183003 ¦
o • / ~ , xy i p , 304 Oak Hill Drive ~ p Land Use: Sinl a Fomil Res. ¦
. „ ~ , ~ ~ ~eV15 71rd1 tT1 R ~ . . _ - _ h, _ / ~ ,Cn'~~'~,~ ~ ~ :'C.': 9 y Bp. r;,. d 114 Zaning: R-20
sersTte"E ~3 _ • Pirr; 0&24~Q1-39 3077 ~ - S. ax 2 384.98'... p 07p. 7?' I GE i~ ~a ` , Overlay, F-J/B ~ ¦ ~XISTINC F`OOTf3RQ a x , , , ~ I `TO'REMNN ~k;6 'Qx * ca ~ 3
ParpellD'..183~f~ a ~ L,~ ~ ClBO Mm _ _ - . _ _ ~ 4 51`30 P,Oe 1'~a~I A~ ~ , ' . 0. ; a N ~ s-zoo ~ >4 ~ ~ •U, ~ ~ I ~ ~ ¦
L' nd 1138•'~6fl+91N Eamlly`.' _ w;` g0 0 . 40' Ton-S. r 86 Raly Ree,:. . ; , ~,k:, A Stir t0~` 5 ,0 ~ ~ ` ~2 log-s. r ~ o ~ i-~ ~,~c~, r x I I ~ ¦ ~,~1, ~ ,~~z~ . ~ ~ Oi
• - /n ging. ,R 2p - , . , . u 4~1" Vii. F "Gpµ n ~ _ 1 15 ~ ~ ~x r.. j ~
Overlay;: E-.1/B ~';1 0 ~ Lot 20 - r _ _ . ~ o~ 10002 5F 6j' 1 3D" ROLIFD - ~M2' PEN SPACE' , ; • ®1 10654 SF CdcG 3 --i' AREA 'A' ~ ~ . ~ `
C180 40' PUBLIC _ ; r ~y:'~ ' ~ " ~ ~ Sti~E~ .oE Lot 30 ~ ¦ ~`,;'"K~, x a`l< 0 t`'p ~ 10' 18,404 SF ~ I
/ ~ Lot 19 ~ E.?•5" 'I ~`r: ~x,'` ~ ' 10 006 SF ~ STORM EASEMENT.. ~ N , _ --.:a ' ~ ~x-~ 20 PUBLIC v k ~ r.%;, OPEN SP CE
S6H'23~2Q' E , ; 17 ~ STORM EASEMENT -J- - A , ~ , EXISTING PROPERTY LINE ~ ' AREA ' ' OPEN' SPACE `
z _ - - r ~ ~ ~ lot 17 T . ' ~ , fir` rl . Y ~ ~ . _ Lot 29 I , ~ ¦ P;RE9, 'B' ,
Martinez, Ricardo _ .cG~ ~,r;. I , ! ~ 11 720 5F ~ , ~ , ,.:,..r~ ~ ?r k .y- it and Wife Elizabeth '..~p< r>{~ ~ - ~ 1 ~ r , .v . TdNG PROPERTY LLNE, _ ~ 12~ ~ 11,865 SF I L3 _ L12 ~ _ ~ I~ ® - • 1
Pin: ) C~ { ~ ~ t ` ~~,'';6l'~ 0824-01-38-3902 _ , , t a N ~ n 3~?' ' , ^~i . _ _ EX, LOT (Lot 31)' ~ 91'
Parcel ID: 183061 I ` . ~`,~ti. _ ' , ';,~y J{ ~ .i~~.^r---- ' 5126 Pine Trail Dr. ~ s I 1` ,STOk~ORICRENi 36600 SF (EX) 1~~ N 1)8.9' J • - - _ 5 o,~iaa w! enseM ,527 SF (PROP) i. ~ it ' ~ ~ ~ ~ ~
Land Use: Single .-d,. ~ - ~ ~ / x ,x. - ,p+ r - s~._ , 1----
Family Res. ~ ' : . ' Nd - Zoning: R-20 • ,r 1 ~3 ~ , ' AR~ - _ _ _ i 25'x25' SIGHT ' 4 5' CONC. ' , SEO 4 _ ~ L=63.19
Overlay: F-J/B ` \ 1~`f.~~` ~ ~ ~ ~ ~ ~ - - x PROPOSED DETENTION D 1 'P ` DISTANCE - - = " 1GP i see•s~'2o•E 5' CONC. R-41.50 TRIANGLE- i C180 SIDEWALK 0 gE DEO . t+a:es' IIEWALK Tan=ao.tp , ¦
x r . Lot 16 ~ 1• 5 o• ~ ~v: ~ 10,050 SF • _ , Lot ,6 ~ - ~ i W.~ ~-a~aaza OAK HILLDRIVE ; ,tea o. 25$2 ¦ 10,050 sF o , ~ DURHA
~ p , 6 2 , 0 BUIL ~ 1 4 o 4 _ • . - M 4 25'R ~GcP ~ i 143' . Cl
~ ~ 25'1 ST John Lawrence V ~ ~ - - _ `1 Jr. G\. x y' - - , .1.- - 5 ~_,es.aJ NORTH CAROLINA a 25'R I . ~ - at w ~ R=soo.oo _ - _ . - ~ Existing 18'
I C a ~ y Lot 15 PROPERTY LINI and Wife Carla 0 . , 1 be remove PROPERTY LINE p~ 1 ~ 50 - Tcn=95.86,_ L7 I I I 5tri Pavement ¦ (to be removed) ~y' - ~ 6~'1' ~ a =zr39'az I I OPEN SPA ~ t ~ I P
Pin, Y c~ ~ 5 10,054 SF (to >?;>.~b Lot 14 25'x25' SIGHT 0624-01-38-3813 ~ ~ > 'x 5' SIGHT N15 r1.6~ I 0 ~ I I ~ i t(i 25'R STANCE TRIANGLE ' : ~ ~ 5 ` Lot 2 ~ , AREA D { , ¦
' ~ ~ - ' 10,096 SF AISTANCE TRIANGLE } Parcel ID: 183060 _ ' 0 ~ 0. / 1 4 5' CONC. 5' v 5122 Plne Troll Dr. Lot 13 _ 406 1 IDEWALK 10 • j0 BE 1 N ti' .~,o.W~ ~ ~10 018 SF Lot 1 ~ 2 'x25' SIG T ~ ~ ~6,~ - ~ 17,46 SF ~ ' 10 25'R p~DICASEO / 6D y + Lot 3 ~ 7 ~ STANCE
Land Use: Sin le 1 YEAR FLOOD PLAIN ` X.~c C180 9 00 • 10,040 SF , LUQ r., ' ~ , Q'1 3 Famil Res. SEE F.E.M.A. MAP 37D6300058 G T IANGLE ~ i - M ~93 33'4J" .
BEARING AN EFFECTIVE GATE OF. * , ~ • ~ . Zoning: R-20 FEBRUARY 2, 1996. ; :c,R.. , ® _ ~ 0 C160 C&G 's ~ Lot 4 ' `10,082 SF •1 ; I ~ royal' € '03 ¦ 69 ~ ~ ~ ~ ~ I, 25R ~ . , , Q0,162 SF, ® ~ { I ~
Overlay: F-J/B w BASE FL000 ELEVATIONS RANGING . Ky,^ z. , , FROM 333'-344 FIELD VERIFIED k s~ )C 5, © - - 1
• _ ~ r3y,.3b m~ F 1 ~ ¦ '.10,000 S I
~ M _ vex - ;,c; 6~ AG ~ 1 / - . a. p , 4 ;'A~ 25'xZ5' SIGfW~ ~ , 3 30''Z$OLLED ~ ~ Ntp .w DISTANCE , 1! ti ~ C140 C&G, TYP, ¦
~ +u+ •f I • ~ r~ > ' r ~ Lot 12 m - . _ 'fir' r • Z - ~ ~ t „ i.5 OAK HILL DRIVE _ g0 ~ Existing 50
~ 10,120 SF UL Donald E and - ~ ~ ~ ~ - OPEN SPACE AREA 'A' ~ ' t o - ~ Lot 6 ~ N Public ROW ¦
le Mar aret D ~ 41 vt Ut y 9 r `7 n i('~Y,' S88'OJ'53'E ~ Pin: ~ rv'4 ~ a ~ 38.17 't ~ 2h ` `s 10000 SF + ~ ~ ' ¦
D824-O1-38-3722 c•_ ~ Q• 25 I ID: 183059 ~ ~ 1 . DI', Parse f ` ' ~ 25'x25' SIGHT it ® 1 ` 1 ~ `1! .DISTANCE TRIANGLE g',~ ~ 3 ¦
5118 Pine Trail Dr, ~ • " ' , , ~ , ~ ~ 5' .1 t 1 Land Use: Single ( , . : ' I ~ ~ ~ O ~
' Q ' / 15 n -a3e'te• Lot 9 1 Family Res. / . 9 LOt 8 ~1 S' CONC 4 ~ ~ ai ~ ~ ¦
onto : R-20 ~ - ~ - 16,040 SF Overlay, J/ ' 0 0 - SF .20 SIDEWAL C180 1 0 t 16,963 SF I t ~ . 1 _ - M ¦ I 4 1 - _ - . o
Lot Lot 10 .?t 1 ~,I ut
col' . 16,186 SF a 4 16,009 SF I ~ • ~ 1 Crubb, Robert S and wife Linda K ¦ , ~ B- _ . Pin: 0824-02-58-0746 im .17
FLOODWAY FRINGE A °i' fi' . ® 1 / i I Stone, Ted G, and 9 n-O'g9't5 I I Porcel ID: 183005 ¦ 1 II ' 'I ~ 301 Ook Hill Drive
Ann F ~ e~ • Pin: ~ N86'2517"W x ~ gi R•' 20 I I 1 j 4D' 5106 ! Land Uae: Sinlge Fomily Res. ¦ 1 o i Phillips Point ~ Zoning: R-20
0824-01-38-3622 - - 20_ 011 - - L ~ ~ : . ~ _ - - - ~ - , Parcel ID. 163058 u.,, , .i.:-ii.. ~ _ _ RUOLIC I Lot 7 I ~ Overlay, F-J/B
5i 14 Pine Trail Dr. Reed, Betty D ' • ' • _ r.. . ; Land Use: Single ~ ~ 16,085 SF ; _ - _ PROPOSED OPEN PACE _ ~~N (I SIDEWALKS I
Pin: 0824-Oi -38-5537 ~ :a ~ ~ - ..~87'13'52~ 1228.8 ' Family Res. Parcel ID: 183052 ~ _ - ~ ~ I • ~ AREA 'D' ~ +"in i TQ ALIGN_
Zonin : R-20 \ - ww~ 9 5115 Longleaf Dr Overlay: F-J/B n Use; Sin le Famil Res. PM'lip J and Lad g Y ; Donna L ~ TREE PROTECTION 9 -
Zoning: R-20 - , ; 2 TEMPORARY "T" TUR PORARY "T" TURNAROUND ' ° ~ ~ L8
Overla : F-J/B ~ ~in;`Q824-Ot-38-7598 yk, rTr FENCE C110 TO BE PROVIDED UP Y Parcel IO: 183Oi5 Y CI00 5114.1.ongleof Dr, , PHILLIPS POINT DRII BE PROVIDED UNLESS i Savannah Reouy, LLC 58T27'll'E 889'46'55"E _LIPS POINT DRIVE IS Pin: Data-Di-a7-9468 183.76' Parcel ID. 182976 1143.64' ¦
' Lo d Use: Single Family Res. ~ COMPLETED PRIOR 1 1PLETED PRIOR TO CONSTRUCTION 0 Murray Hill Dr.
9 _.PHILLIPS POINT DRII .Y, , 1 - Zonla : R-J B Ove y / x _ - - ,.A _LIPS POINT DRIVE IS TO TIE WITH ROAD, Lond Use: Voc Res/Homeowners Assoc. _ . ¦ . _ , - - - Zoning: R-20
Savannah Realty, LLC Overldy~ f-J/$ I ¦ , 1
_ ';l° Pin: 0824-01-47-3942 , I ~ Parcel ID: 182973 ~^~rtso / I ¦ ~,Yimra 1
0 Lotto Rd ~ Land Use: Vac Res/Homeowners Assoc. ' ~ ~ l ~s° i ' • e ¦ e r~1.
i Zoning: R-20 • A
Overlay: F-J/B . ¦ '
I ¦ .,F~, ~
i F ¦ ~
i EXISTING LATTA WOODS r N. ¦ 1h~q~1 1,a+r
SUBDiIVISION
i TI N ~ ¦ UNDER CONST~UC 0 / oS
BY OTHERS ¦
i _
¦
I , ¦ i I ,
•
¦
I
¦
1EIN'ORARY CONSTRUCTIOFUNTl1REECONSTRUCTION) ¦
IfOR MAINTENANCE AND B' ABC STOIE BASE W/2~' I-2 ASPHALT ¦
OR APPROVED EOUAL PROPERTY ll~E PROPERTY LMIE ¦
_ - ~r--_-
1 I I coos a end OVERALL SITE PLAN • Le 1
OU a NOTES
6 I 6' 0 r 1, PLEASE NOTE LOT DIMENSIONS ARE APPROXIMATE, ' C1OO 1"=60' ¦ SEE FINAL PLAT FOR FINAL LOT DIMENSIONS.
0 zm ~X`~'`~ SEWER EASEMENI~ ¦ 2. 100' CITY OF DURHAM STREAM BUFFER LINE RUNS ALONG ~ ; 0 30 60 120
EXTEND S~EWALK ~ ~ I WHEN HAMMERHEAD BACK OF LOT LINES. NO NEW LOTS WILL INTRUDE INTO THE N ¦ DRAWN BY: CHECKED BY:
IS REMOVED ~ 4 1 STREAM BUFFER. i „ SCALE:1 = 60 ¦ ,JC
I L- 3. 50 & 100 FOOT WIDE UNDISTURBED STREAM BUFFERS EACH
Pp• ° 16' SIDE OF STREAMS, MEASURED FROM TOP OF BANK. NO STREAM BUFFER ' ¦ DATE
,P 0 CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND 06~22~05 ¦ ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED.
\ a WRB 8 GUTTER MATCH EXISTING ¦ SCALE -
w 24' WHEN HAMMERHEAD A IIIAlllll 111 t AI III f11Nf: CFPFRATInN RF(1111RFf1 I - I 1 - 60
BOC D DOC I IS REMOVED FLOODWAY FRINGE '
(22' 241 PROJECT NO. ¦ 0490
40 ROW to o 0
a ¦ SHEET NO.
40- RIGHT-OF-WAY FLOODWAY ' cloo
¦
TEMPORARY TURNAROUND 2 ¦
100 L NOT TO SCALE C ¦
®COPYRIGHO 2005 THIS OOCUMDTT MM MME DESIGN ARE THE PROPERTY OF HORVATH ASS"TES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROMENTED

PIN 0824-01-48-2902 ~ In In
' 24-01-48-5969 m 08
PID 183002 183006
n Philli D and ~ Brogde , p i
Brogden, Edythe P{n: 0824-01-29-8455 I I
Parcel ID: 182907 5104 Brenda Ct• Durham Public Schools Board of i LINE TABLE
Lond Use: AC/Single I i LINE LENGTH BEARING ~ ~
Family Res. Education Zaning: R-20 ~ Pin: 0825-03-30-9794 L1 149,55 S85'01'S0"E ~ ~
Overlay: F-J/B Existing 25~ Parcel ID: 183779 I City of Durham 227 Milton Rd. L2 40,00 N03'07'00"E ~ ~ j Exishhg 25' 30,OD 1° I ~
• ~1-, OSCmBnt Land Use: Vacant Exempl S/S E City of Durham L3 S85'01 3 E N
1 -PG 7-322 Zoning: RD SEWER unra+otE'., ~ ~ , ~ ~'S`l Overlay: F-J/B PoN = 34172' ~ V ~ ~ ~ ~ i 5/S Easement L4 94.97 S03'07'OD"W z ~ ~
INV IN .336.11 \ ~~8 `i 'l""•~~.+~r ~ l I II~ 1NV OUT -336.1 ~ QI - T _ PB 151-PG 321-322 L5 12,00 N86'39 42 W ~ z z 1 L6 5.99 S06'01'00"W - Z z
, ~ Ir7aG y~ I Durham Public Schools Board of ~ L7 128.00 N86'39'42"W ~ g a Education
~ \ \ _ _ ~ ~ 84'56 4„E ~ ~ _ ` , ~ _ ' - ~ ~ ~ J , l - - - - 1105.X1 ' ' ~ ~ , Pin: 0824-02-59-6559 L8 16,22 N8T2T11"W LIJ d a
, ' _..i 'r ~ _ _ i ~ r ~ _ sPF?Irlc wELL ~ f- ~ {380)-.. ~ ~ i ' , _ ~ - HOUSE L PorcellD:183778 L9 59,94 N86'17'23°W ~ w w 117 Milton. Rd. I M No L10 14,95 N28'35'18"W a
, - , " i -s ~ ~ ~ , Lnnd Use: Comm SVC/Schoo RiM = a~ia' ~ x ' ,
: ~ ~ ,.r .w ~ ~ l t - - . r. ~ ~ ~~A , _ ~ ~ " X60 , , f Zoning: RD iNV iN~ a ,as', L11 49.93 N34'02'00"W p ~ N r- ~ ~ ~ Overlay: E•-,f/B INV.pu1 zsras° • L12 51.00 $85'01'31 "E Z
_ ~ - - ~ , _ ~ ~ ~ _ _
. - , . r ~ , _ I TING I WELL I , S N~ . ' x ~ _ . ~ 0 ~ E)( S._ Pfd I _ ~ z ~ K 1 r , i ~ - , , _ ~ ,..~,~,,,~,,.S84 ,59'2 ~ r . ,
` JNG ~BLOCt( UM ~ / f~OUSE (#o oband'oned EXI , a ~ ~ ` , . 1 ~ ; - ~ ~ - ~ ~ H~IJSE to e ob ndo ed r, ~UMP'~ ~ ( r...._ _ - 39,4. g' ~ , ~ obQndo ed) r~ ~ _ I ~ ~ '
~ • , _ , E 1 ' . , 1 , , `p ~ 370} ,P , r / ,4,,.,''ma~y ~ ' ~ , ^4 DCC~m , . . ' ~ 585'09'00" i
_ . ~ ~ F U HA - ~ . ~ - I I ~ M =i~ .94.., EX~I CI I T a W : ~ % / PU6 ' r PUMP HWSE ...$AAP~LE.~iiEA ~1~.. 5 MANHaI£ ~ O, E . i ~ ~ TREE _ ~M = 361.13"' ~ t ~ . , r I 229.66' _ _ ~ ~ I _ _ . r
` ~ _ TURE 2 18 L~ - ~8' 'S,/~~E~SfM NT;; P, , MA PINE; - + ,CAL i r v \ ~2 ' : \ ~ P,8 ,YSl~P,G 321 ;3~2 ~ . _ UNDERSJORf: PINE, CC~EDAR,,~HOI,LY r I E ISTIN~Q EE LINE, T~F'.,, EXISTING FOOTBRIDGE ' - ~ B GH ~ Fletcher, Harold Kent and wife Betsy l ~ ~ - (tom remolr) _ _ - - - ~ ' ~ 1 P ~ j - -
_ ~ ti \ ` ~ _ t, r' Pin: 0824 02-59 0152 ' - 1 / ' ~ Parcel ID: 183D03
` , v I ; \ , 1 P 1 ~ , _ H E P ^f 4)` D~ 304 Oak Hill Drive , „ 8 ~ . _ . Land Use: Sinl a Family Res. ,1 ~ ~ 9 © COPYRIGHT 2004
\ . i , i ~ ' ~ ' Zoning: R-20 I
k ~rovi§k ~I~~`~ , r ,x v r~ ~ ~ ~ v ~ ''V ~ ~ V ~ ~ - - ~ ~ ~ ~ EXISTING CITY ~ "P E ~,Argt 68~w r - v ~ / ~ S SEAS ~ 25 • ~ ~ EXISTING CITY OF DURHAM- - 1~~` b~4K' ~ THIS DOCUMENT AND THE ~ .r Overlay: F-J/B 25' S/S'EAS~MENT, RM E',,~N ~ T , ~ DESIGN ARE THE PROPERTY OF ~ . ~ -
~C~V~'1E1 '`v'~ v'a.~^ v ` • ~ .nscEr~t~E~er~ ~ ~ > > --(3fi0)- _ ~ i~ _ - " ~5 { APB 151-PG , • _ Orrt v ci sr . ~ _ I ` , ..Lond Us `t,~l . Ne ~aXni~y ~ ~ _ . \PB 151-PG 3.21-32~- _ , . > ; ~ ~ 3 TES, IN \ ~ ~ ~ RL HORVATH ASSOCIA C
" y P ~ ~ ' " v ~ ~ ~ ' I o n ANY REPRODUCTION WITHOUT , n N - ~ ~ ~ ~ ~ ~ y~'~,, / ~ 0,,-~' ~ 4".0 K ~ PRIOR WRITTEN CONSENT IS
~ - NG 8 PVG S/S . - i~ EXISTI ~ „ _ . 'R ~ ~ ~ , r , ' ° ~ I PROHIBITED , ~~.cti~ ~f~~~9• ~ ~ ~~D TERMITTENT SERE ~ `r I
_ ' _ ~ . ~ ANAOLE~ _ _ e ~ t. z . , ~ o. I _ ~ 34s~s~'~ , ~ ~ ~ ~ ~ I ~XI I ~ ~ _ W N, ~ X . ~ ~ ~ . . ~ t H
,~~>x ti « ~ ~ _ - _ _ f ~ r , 4 ~ Z!ha7C ~ 2\~II _ - _ _ -C 1_DF El(ISTtNG 25' WIDE CITY - I ~ 334 i _ \ . Y`:?~y ~ ~~Q>~ , ~ .,EXITING PROPERTY'LINE 1 P E ~ ! • ~ ~
1 ` , ~ Y' ~ • ~ \ 0 i - _ _ ~ -P E . ; OF DURHAM SANITARY $1:WER- f , _ 0 ` ti ~ ~ A EASEMENT SEE PB 118 ~ 22-~ ~ ~ - _
T ~~.i~'~. L, ~ . r. - - ' AND DB 141 BG Y3~ v . .T - - _ - *K , . , ~ ~ ~ ~ "MATURE HARDNJOOD AND SO . ~ FrwoD~9
t• ~ . ~ ~ ~ Sfi~J 25' WIDE`CIT1` ~ , . ~ - . E - , ` v ' ~ ~ ;7 ~ ~ . 1 ~ ~ ~ ` Dl(RrM SANITARY SEWER ~ ~ ~n _ - rz~ ~ ~ , ti ~ , ~ - ~ui OAK, BEECI•I,"PINE 2-18"+ CAL. 3 L~
f PBS 4 PG 187 ' ' ~ y . 'M ~ r Q ~ ~ ` l'. , ~ ~ - ' ~ x . ~ ~ ~ o UNDERST6RY, PINE-, CEDAR, HOLLY n ~i-- W ' ~ ,
~ - V - ~ ~ , ~ ~1 PG 9 1 " E SEWS NHUL ~ ~ ~ . ~ ~U. ~ - RIM R x.52' ~ . 5 ~ - R7GIN = 334,31' ~ ~ " Martinez, Ricardo ~ x1 Z , _ _ - ~ I , h. ~ _ z , K , 1~Y ea~cK 1 _ - o o ~ ~ _ ~ O K ~ 1'S SEMEN - p p D ~ I I
and Wife Elizabeth \ ~ `2 v ^ ,n-~ 'r ' r`~%T>~ ~1 ~ ~ ~ r = 34ar ` ' 1~ pi . MV OU 3 P In 2 - EXI T1NG S S ~ ' ' 4-O1-38-3902 1. 'c r J ~ - ~ , < = ~ ~ / : ~ ~ ~ °WELUNG W~ BA i. ~ fA / _ _ ~ _ ~ - r f" i I ^
Parcel ID. 183061 , ~ 4 cz ~ ~ c: 1 ' ~ . , - ~ P 'K, ~ ~ s, ~ ~ ' 1 E -1 , ~ , Y. , ' ~ ~ - -
5128 Pine Tra0. Dr, ~ ~ 1 ~ ~ ,c ~ ~ - • ` , x g y 1 ~ i ° . r'~ >J ~ EXISTING PERENNIAL STREAM Land Use: Sin le Fomil Res, ~ ~ ' ~ ~ - / i - ~ ~ J ..L
NE 1 , , , Zornn , 20 ~ • ~ 6 'PINE ~ ~ 9 ~ / ~ s , - 14 ~ ~ ` P1CVE 20 PIAIE Overla : F-J B 11 o e: t ~ ~ ~ 8., I ~ . Y l w I r ~ ~ a, . PINE y ~.y~ ~ ~ ~ ~ ~ .b EXI 1NG OU > ~ ~ - I
I I ~ ~ r~.,vi ~ ~ Y ~ , ~ ~ 5 ~ ~ .16. P1N~ PINE / < ~ ~ ~ EXISTItyG ~P~f Pf'R y : , . ~ , y, v~ v - . , ` ~ 8„ PIN ~ ~ - _ ~ r kin X15TING ~R~f Pf'RTY L+NE -(Eo r 1n`~ ~ to i _ ~ ~ ~ ! I CO 47 ,
` ~ (to rem ~ ANA E y 2 ~ ~ ,r 18 PINE ~ ~ ~ ' lA~ ~ _ - , to remkin) , ~ fS`TIN ELL ~ - 0 / ~ ~ ~ I 2 K \ ' I co ~ ~ to andoned ' ( 4e ) ~ ' ~ EXISTING GRAV~1. ~ORIVE . ~ ~ ~ - - - - - ro L x
3~ . ~ ~ ~ • ~;'I INV our z. 342.2 >RES H- , ' , ~ ' ~ v ' > ~ . ~ ~ ` ~•.P1NE 2 M 1 H ,,j' ~ ~ R.O. 0 ~ i - z. ~ - - - ! a Z R,O:W,- TO BE, D~DICATEd / t- ' ~ ~ ~ ~ (to remain) ~ ~ - - - ; - - n ~
. , PLAIN ' `v C' ~ \ ~ ~ _ YEAi7 FL00 r'~ r8 o " PI ~ i ~ V :,Q ~ ~ w 1p e ~ t t ~ ' ~ ~ -lo VERiFiEO. x • , IN,G~UD S LJ.842 Af'. ~ " ~y~ a y 9~ ~ ~ M W i i - ~ o - . _ . ~ -d.- - - - A ~ - - . / ~ I ROW 1 ~ ~
„ \ r.,, I / / ITFiI P~,f~.IVATE ST John Law e c ( ~ , . • INE "I a /W _ i - - OK Y x~
rla a,v E / A~ES3EASEMFdVf and Wrfe Ca ~ ~ ` , ~ s/, ~ r ' 1. x ~ 4 ~ •,t ~ ~ . : , Pin: 0824-01-38-3813 ' ` ~ - L j ~ _ , / u FISH ~ \
1 FA V `St'~~. ~ / I ~ , Parcel ID: 183060 I A \ v , ~ u , , x' - " 5122 Plne Trail Dr. 10 YEA FLOOD P~LNN \ ~ ,y i `~`S F, ~ ~ ~ „i. ' ~ ' ~ ~ ~ ' I > ~ I ~t ~L o R,O.W, TO B DEDI~ T D4 ~ a3 b3 I~ p rn
F.E..A. AP y70fi3~005 G .y v ~ !M` • Res.. 9E ~ ~"w`y c `?:a~+• ~7~f'~~ ,:'4~~ ~ ~ T R TTEP~T STREAM 1 ATURE HAR OOD AND SOFTWO D Land Use: Single Family BEA ING AN FFECTIVE DATE OF, 't, _ ~ ,EXJSTI G ,~1 (u(H , d K I~ ~ 4 Zonis R-2D I FEBRU R 2 1996a \ u v ki ~ ~ , ` v _ ~ I ~ I AND SOFTWO40 so WIDE Prtlva>E _ _ ~ 0 a 1 ~ ~ _w r ACCESS EASEMENT 1 D i ~ ~
a 1`' i ~ OAKS BEECH, PINE: 2-18"+ CAL. verla , F-J B W BASE ~OU~D LEVARIONS RANGING u ` , `Q ~ „v t ~ ~ ' y / I/ ~ i ~ 0 Y / !i, FROM 31,3 -3 4' IFJ.p .~RIFIEO '7V - _ , ~ v~, rv. ~ ' ~ ~ ~ •r' J , / ~ ~ "UN~RSTO~Y: PINE, CEDAR, HOLLY -18"+ CAL, ' ~ . - ~ ~ ~ ! SEE PB 151 AG 321 _ .t ~ ' ` 0) I e. ,EDAR, HOLLY _ j ~ ~ I i-- . / a
~t I. N i . 1 D I (n
~ m 1 \ ~ , ~ FL~ p~k~r c`TdE~~'o~ >r, t v •~N ~~y~6~1' j r i ~ EXIBTING'EASEM r7 ~ ~ I I ~ r~, ~ V,iR. yA~~r61tA+1rIEa$x.v' ~r`'\` ` '~''INQ'61JT~~346.4t'; t 1 ~ ~ i . . ~ e ~ ~ ~ ~ '(to- be removed EXISTING EASEMENT 'SINE ~ , % ~ K ~ I ~ I ~ ~ , ~ O K in I ~ U ' ~ I I
1RE~E ~ I v , ~z ~ - . - V: ~ ~ ~ "(to- be removed) ~ ^ Z / 4" 0 K ~ ~ , ~ ~ - i a L - EXISTING PAVEMENT N
~ c v t,..C" v. ~ ~ ~ ~ f ~ ~ ~ ~ ~ j L ' ~ "G 1 ~ - ~ ~ 06 ~ `J 18' WIDE ASPHALT I ~t ~ W i ; o ~ Q
Utley, Donald E and M TURE`' PINE; 2 18" CAL, ~ ~ ~ ~y v T%'~%~ 'T ~ ~y ~`v ~ ~x ~ ~ i i A ~ I ~ i , Utle Mar aret D I I T HOLLY ~ ~ ~ ~ ` v ' I j i ~ ` Y 9 UN ERST RY: PINE, EDAR, , ~ - r , % f l ~ ' z I t EXISTING BUILDING I ~
Pln: 0824-D1-38-3722 ~ i Q, ~ ~ v~ U ~ 5 ~ ` ~ ~ ~ ~ , Parcel ID: 183059 ~ V 1 ~ c; ~ r%~ + ~ ~ f. v. U, t ~ ~ , ~ j I ~ ~ ~ ~ i ~ „ a K - m ved Z ~ 0 EXISTING 8 ~.DIN~ ~ (ta be re o ) ~ O K ~
~ v. ~ to ~il 1 ~ ! % 5118 Pine Trail Dr. ~ ~ I - Y ~ .:'~'`v ' ~ ~ 1 1 „ ,0 K ~ ' (to be emoved) L ~ i, ~ ~ ADJACENT PROPERTY OWNERS 1 1 ~""E J o ~ Q ~
Land Use: Sin le Family Res. c ~ ~ ~ ~ ~ ~ . ~ I ~ r i ~ 6 K Zoning: R-20 , - a ~ . ~ ?mod ~ ~ ~ . C}. , I a ~ K ~ ~ eAe« / i i BUILDING AND FENCE ON PROPOSED; ~ o ~ ~ Ffl~tlE eULDRIG ~ , ~ 64. , o DEVELOPMENT SITE MUST BE 000
Overla . F-J B \ ~ ! v v\c~ v`v R,~•q Ci•F'~+ , . •.1 D 1 1 I i ~ K Y / t r' V! V 9 ~V C C' ~ ~ I I I i f ~ / 1 a K l ~ i v v v v~ 'c~ ~ ~ 41 I i I l ~ ~ ~ ~ ~ ` ' M REMOVED PRIOR TO FINAL PLA Z ~ "
• I i D 1 ~ ~ ' v v v r.• v v ~ ,\,t ~ : ~ ' ~ ~ 5' S~5 MENT1 ~`(d. rn ~ / ' , ` o ~ Q - ~ ~ j ~ x O ~ ~oG alNS i~ Crubb, Robert S and wife Unda K p
1~ G K ~ - 1 D K Pin' 0824-02-5B-0746 I I m
'L00 W Y FRINGE ' o•b . - v v - ~ nd Ann F I ~ ! ~ I v c ~ ~ .v.~` ,i• ~ 1 a ~ ; ~ I ~ ~ r Stone, Ted 0 0 ~ ; ~r , v c ~r ~ I ~ , 1 O K Parcel ID: 183005 I U i ~ ~ i cHniN urir, rEr. E~ - 301 Ook Hill Drive
j r Pin, 0824-01-38-3622 v ~ " r 1 I I I N8 '25' ~v ~ ~ y ~ I ~ I i , Parcel ID: 183058 t 7 W ~ ~ tr ~ ~ ~ . . t. ~ ` •A " ~ ~ ~ I „ / ~ ~ O nNa sp~urNCOU ~ ~ Land Use: Sinlge Fomity Res. ) " ~ ~NSTING BUILDING „ ~ K 06 ~ (to be removed) ' pROPERrYEAS SHO J FNAME ~n~"LpNG Zoning: R-20 * d
5114 Pine Trail Dr, j 00.1 ' - ~ ~ ~ ~ ~ I ~ , ~ ~ I ~ I ~ a D ~ / w,~ LFUr-T _ 1 EXISTING TREE LINE, TYP. ~ OverlOy: F-J/B ~ ~ N OK or Q
- ,A ' 4 K I j ~ 4. and Use: Single Family Res. I I ~ l - - . ~ v ~ S~. v I ~ I I Zonis : R-20 Reed Bett D r_ . -Y-, -a*'~','°_,"••,~~~ ~ ` 1 , I J 0 K 9 Y ' ~ N8 89 , ! ' ~ ~
Overla : F-J/B Pin: 0824-01-38-5537 \ + - I - _ 1 ~-1-_.~i-.--~ ~ ~ - 71 X52„W 1 ~8. ' Y I Parcel ID: 183052 ~ Y t. ~ ~ I ~ 1 % ti I I - ~ f-•r~'.. _ _ ~ ~__s' c~ r ° Z 1,89' 0 "pK OK ~r C - i r J - „
5115 Longleaf Dr i I ~E' RE9Ef~D K b ~ , . f , 1 I I ~ S t3' 49 PG~+ y ,f~tNh J `an&, ~ ~ } Land Use: Single Family Rea. ~ ~ ~ F - 1 - - D K I N O _fi " 0 I P o 0
I ~i;,' i. I ~ r; ~ r tr,,;~,,`~, `'gonna ~~N1~ouNp' Zaning: R-20 f ~ II . . i ,YiR: 4-t).1=3rd-9dourN ~ r' Savannah Really, LLC / ~ - $8727 J O
Y / I I ~ j, `.,,,Pr>(cal,1D; 1•@3flQ$ , I I i \ '5114•, Lbn -leaf Or, ~aoN rouNO J N 1.19, soars or ; Pin: 0824-Otml ~ ~ 183.7 Tree Sam le Areas > ~ Q ~ uiH IRON ra no ~ ~
1 ~ ~ 9 1 s,3` ' I' ' I 'l La d~~'Use: Single Family Res. a,rE I I Parcel ID: t®R97~ c.De' soum vniNrEO NocK ~ ~ ~ 0 Murray ffiff IDR _ _ U Dr P/r ~ L
t I~ \ I I Zoning: R-20 , I ~ ! Overlay: F-J/8 SEWER MANHOLE I : ,j Land Use: Vac Res/Homeowners Assoc ~ ~ _ ' ~ 1._._ Zoning: R-20 • • ~ ~
i I~ _ RIM = 334.42' INV IN - 323.81' $aVOMah ReoRy, LLC I WER MANHOLE i „
I SE , ~ I INV OUi = J23J8' Pm: 0824-01-47-3942 I RIM = 336.15' ~ I I I INV OUT = 330.03' I ~ I ~ Parcel ID: 182973 I I I ' I - _ _ ~ ~ U I,j I - • • W i i W
I ~ 11 I i 0 Latta Rd ~ I ~ z 0 1 ~ I p l I • ~ • t- I i i ( 2 cn ,Y Z
u _ Land Use; Voc Res/Homeowners Assoc. I Zoning: R-20 I i I i • z~~ ~
i i ~ Werlay: F-J/B ; II _ . _ ~I ; I ~ " W ~ li
I _ I 1 1 I I I ~ I .I I 6 • ~ ~ Q ~ I r. i j 2~, C a~ I
I I I , _ I I I ~ - ' hi ~ z
I I L"I L~TS, STREETS, UTILITIES AND ~ U
I { I r l ,o.W. S CURREN LY UNDER W to co Q ' ' ` 1 ~ ONSTRUCTION W
i I I I i i ' I` I ~ ' ~1- 40 x 25 SAMPLE AREA: Z
i i 1 , I ( I I 14 TOTAL TREES, 2-18' CALIPER SIZE; 1 i I~. i I I (0) OAK (5)- 2-18" CAL.
l , i I i I ~ I I ! I ~~.i (C) CEDAR (9)- 2-4" CAL. W
L _ I i ' I i I , I i Ij I ,
1 ',i ; I ~ _ , ~ ~ I , I ~ j _
~ - - i ~ 1 ~ r ~ ~ - - _ ~ I I
I 1 ; _ i I ' r TRF'E t~RvE
1 ' I i • It}plWNllllllippr.h
' 1'`` ~q
„ P..~
36 0 0 2; '
Site Summar • - ~a~ -X 7 ~
Site Notes i . 18 0 ; „ 1 ~ 0
OWNER/DEVELOPER: WORMAN DEVELOPMENT, L.C. KEY
•Topographic and boundry information obtained fr MR. TIM WORMAN tamed from SD Puckett & b ~',Y
WMAN DRIVE SUITE 105 Associates, P.C. 11901 RO , SCALE: 1 - 60 I rrrrr,,, ' B~' +meuumulul
o~ FREDERICKSBURG, VA 22408 •100 r.Flood lain exist on site; el. 335,0-345.0 { #2- 40' x 25' SAMPLE AREA; 5.D-345.0 as per FIRM panel 9 TOTAL TREES, 2-36" CALIPER SIZE; ~
P~ Y P ~ PH. [phone] ma s 3706300058 G, dated 2/02/96, BFE intE 3 y ~ OT I I d from GRAPHIC SCALE n (0) OAK (8)- 2-36" CAL, 6, BFE Interpo ate ~
P 0 0~ 4 ~ a (SG) SWEET GUM (1)- 12° CAL.
FAX: [phone] FIRM panel maps. so 0 3o so 120 2 ° b b DRAWN
• No steep slopes 25% or greater were found on found on site as defined per ~ w TS
TOTAL TRACT AREA = 877,255 SgFt. (20.139 AC) the Durham zoning ordinance. ~ CHECKED
( IN FEET) y G`D ~dplains and stream buffers, t inch = 60 ft. x
EXISTING ZONING: R-20 • Tree sampling not required within floodplains any DATE 0"
NOTE; DISTANCE "x" FROM TREE SHALL BE A MINIMUM OF VACANT AG SINGLE FAMILY RES. 1" OF TREE DIAMETER, WHICH EVER EXISTING USE / • Intermittant streams currently under review. All 6' OR 1' RADIUS PER -eview. All stream buffers ( 12 2904 „ I • 2 6
Is GREATER. WATERSHED: ENO-B OVERLAY pending NC-DWQ determination. 6" SCALE
RIVER BASIN: NEUSE • No historical structures or Durham Natural Inven 1 A ' v ntor areas located i • " 1 = 60 atural In e y ,
Utilit Notes roe No. o
INSIDE UGA /INSIDE CITY LIMITS on this property, " 0490
.,1,.1. h,.,,I, .,,,,,a ~n1_~~~ •Water is available in Phillip Point Dr.(8 Line), a 16 I!ine is also •
X V V V 1 u v i. u Legend Nutt, ICU LIIUL UUUM 1-i l avaiable in Roxboro Road, 12" SHLLI No. *15" S/S Outfall is located East of Crooked Creek and. an 8" S/S line
2
EASEMENT PROTECTION AREA SEWER FLOODWAY
P001 NO SCALE is avaiable in Phillip Point Dr. #3- 40' x 25' SAMPLE AREA: 12 TOTAL TREES, 2-20" CALIPER SIZE;
(P) PINE(5)- 16-20" CAL. Pool -Electric, telephone, and cable are all available. (o) OAK (7) 2-6" CAL.
DEDICATED STREAM BUFFER FLOODWAY FRINGE R.O.W. TO BE
OF SHEE~ S

/ - - ~
PIN 0 - - ¦ 824 O1 48-2902
0824-01-48-3969 ¦ PID 183002
183006 ¦
WORMAN DEVELOP MENT L. ® ¦
L.C. 11903 BOWM AN DRIVE, SUITE 101 v
FREDERICKS os i ~ as
BURG, VA 22408 ® ~ ,
PH: [phone] F AX. [phone]
ATTN.; MR. TIM WORMAN
.,eau,.xryrta nA .u,l,. G EN E R AL
. bye' utiNk D.., N OT ~ ES
0 ~ ' SITE PLAN REMAINS VALID AFTER 2 YEARS ° ONLY FOR THOSE PORTIONS OF THE SITE ¦
THAT HAS ACTNE PERMITS OR HAS ALREADY RECEIVED CERTIFICATES OF COMPLIAN ~ CE.
' THE DEVELOPER IS RESPONSIBLE FOR THE FABRICATI ¦ ON AND INSTALLATION OF ALL
REQUIRED SIGNS AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY. ¦ THE DEVELOPER SHALL SUBMIT A SIGNING AND MARKINGS PLAN TO THE CITY AT
HORVAT H ASSOCI 9 ATES PA CONSTRUCTION PLAN STAGE FOR REVIEW AND APPROUAL, ALL SIGNS AND PAVEM N ¦
16 CONSULTANT PLACE, SUITE 201 MARKINGS, SHOWN ON THE CONSTRUCTION PLANS, MUST BE IN pLAC E T
DURHAM, N.C. 27707 THE ISSUANCE OF ANY CERTIFK:ATE OF OCCUPANCY AND OR E PRIOR TO ¦ / STREET ACCEPTANCE.
" SUBDIVISION SITE WILL BE GRADED ON A LOT-BY-LOT BASIS. ¦ ASS 0 C I A T E S
[phone] FAX; - [phone] " BUILDINGS AND OTHER FEATURES THAT REQUIRE GRADING AND CONSTRUCTION 5HA ¦
SET BACK AT LEAST TEN (10) FEET FROM THE EDGE OF THE BUFFER, Ll BE 16 CONSULTANT PLAC
.d,., w: ~ . . ¦ E, SUITE 201 TERMS AND CONDITIONS OF DURHAM COUNTY STORM WATER EASEMENTS SHALL M T DURHAM, NORTH CAROLINA 27707
. COUNTY STANDARDS. NO BUILDINGS, STRUCTURES, EMBANKMENTS OR OBSTRU TI EE ¦ P 919.490,4990 F 919.490.8953 PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO CONS
" ALL UTILITIES WILL BE INSTALLED UNDER R DURHAM COUNTY TERMS. ¦ 537 MARKET S
G ouND. TREET, SUITE LLZ(1 ¦ CHATANOOGA, TENNESSEE 37402
' A 50' AND 100' WIDE GREENWAY EASEMENT WILL BE PRESERVED AN P 423.266.4990 F 423.266,5700
ON THE FIRST FINAL PLAT. THE GREENWAY EASEMENT MEETS THE OPENUSP BE DEDICATED ¦ AND PAYMENT-IN-LIEU OF OPEN SPACE IS NOT REQUIRED, (SEE SHEET PiipCE REQUIREMENT www.havalhcssociates.com
OAK HILL DRIV -~E ~ HILL DRIVE ) ¦
O STREET TREES LOCATED IN OPEN SPACE SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY ACCORDING TO THE FOLLOWING; ¦
0000 C Q OVER SHEET o ~ PHILLIPS
0001 EXISTIN POINT DR. G CONDITIONS OPEN SPACE CERTIFICATE OF OCCUPAN ¦ A CY
C 100 SITE PLAN W ~ ~ 6 LOT 28 ¦ p ; C LOT 28
Y ~ ~ D LOT 30 ¦
0120 UTILITY PLA N ~ - ~W O ~ LOT 1
C 140 k Z GRADING PLAN Y ~ ~ j ¦ O f EXISTING BUILDINGS LABELED TO BE REMOVED MUST BE REMOVE P
C 141 DRY Q= MURRAY ~ DETENTION 1 z j DF THE FIRST FINAL PLAT D RIOR TO THE APPROVAL ¦ ~I i
DETAIL SHEET o Q HILL DR 0145 STREAM IMP O THE FOLLOWING ITEMS ARE NOT REQUIRED FOR SITE PLAN APPROVA ¦ ARE REQUIRED B FOR rONSTRU Tlnu OF WATER, SEWER, STORM DRA NA ARE ITEMS THAT
ACT MAP ~ CAN BE I CE AND 7 G N, pEVEIOPER IS ULTIMATELY RESPONSIBLE TO MAKE CERTAIN THAT TI{E S RESTS ¦
ARE COMPLETE AND APPROVED. SE ITEMS
_ , . OAD LATTA R , , . .N' 1. XTNINAR MNTR IR IF ¦ F nu n SITE IS OUTSIDE CITY LIMITS, EXTENSION ,DAD AGREEMENT MUST BE FULLY EXECUTED BY I
SUBMIT APPLICATION WITH ONE COPY OF O ERA COUNCIL PRIOR TO ACTION ON ANNEXATION, ¦ lL UTILITY PLAN.
DMSION AT 560-4326, CONTACT ENGINEERING ¦
i 2, CONSTRUCTION ORak~InrS R nuiRm i ,THE DESIGN ENGINEER (A NCPE) WILL SUBMIT 3 ¦
SETS OF SITE CONSTRUCTION DRAWINGS, (PLAN & PROFILE IF REQUIRED T ENGINEERING FOR REVIEW AND APPROVAL BEFORE ) 0 Cltt
MUST BE DONE PRIOR TO APPLYING FOR A BUILDINTARTING CONSTRUCTION. THIS SUBMITTAL ¦ CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN RMO, THE APPROVAL OF
APPROVAL. ¦
3, FIRE FLOW ANALYSIS eFnula~n, WATERLINE SIZES MAY CHANGE 8A FIRE FLOW ANALYSIS, CONTACT ENGINEERING AT 560-4326 T SED ON ACCEPTABLE ¦
(NOT TO SCALE) OBTAIN CURRENT SYSTEM DATA. O SCHEDULE FLOW TEST OR TO
OAK HILL DRI UE 4. T ¦ IR ° WR ,.T DURHAM
R E I ¦
FNAL PLATT NORTH CAR 0 BE RECORDED PRI OLINA OR TO ISSUANCE OF BUILDING PERMIT, ¦
SIT- E DATA ' ANY EXISTING WELLS OR SEPTIC TANKS SHALL BE FILLED AND
I ACCORDANCE TO APPLICABLE LOCAL & STATE REQUIREMENTS, PERMIDONED IN ¦ ABANDONMENT SHALL BE FILED THRU THE DURHAM COUNTY HEALTH FOR
LAND AREA: 877,255 SQ, FT 20,139 A ( C,) AT 560 7800, DEPARTMENT ¦
GREENWAY EASEMENT: 129,254 AF 2. 7 ( 9 AC) ALL SIZES, MATERIALS, SLOPES, LOCATIONS XT
ZONING: R20 AND R20-CLUSTER PROPOSED UTILITIES (WATERLINES, SANITA ~ E ENSIGNS ANO DEPTHS FOR ALL ¦ CONVEYANCE SYSTEM RY SEWER LINES AND STORM DRAINAGE
WATERSHED: E-B ! DUR S) SHALL BE REVIEWED AND BE SUBJECT TO APPROVAL BY TH ¦ HAM PUBLIC WORKS DEPARTMENT AT CONSTRUCTION DRAWING SUBMI E CITY OF
RIVER BASIN; NEUSE THE DESIGN CRITERIA AND STANDARDS SET FORTH BY TH TTAL BASED UPON ¦ I E PUBLICS WORKS DEPARTMENT,
EXISTING USE: VACANT (1 SINGLE FAMI LY HOMES WITH OUTBUILDI~ FO ¦
SITE IS WITHIN THE CITY LIMITS ~ OUTBUILDINGS) ' TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITI ¦
FEMA MAP NO.: 3706300058 G FEB. 2 1 DISTURBANCE, ISSUANCE OF A GRADING PERMIT OR THE REQUEST ON LAND
( 996) PROPOSED LOTS: 31 OF ANY FIELD INSPECTION. ¦ T E FOLLOMI G UST TO ISSU C OF A ZON
EROSION CONTROL PLAN TO BE SUBMI LNG COMPLIANCE FORai: ¦ TTED TO THE PLANNING DEPARTMENT FOR
VERIFICATION PRgR TO ISSUANCE Of A ZONING COMPLMNCE FORM ¦
_ ¦
IMPERVIOUS AREA ' CONSTRUCTION DRAWINGS REQUIRED. THE DESIGN EN
CONSTRUCTION DRAWINGS, (PLAN AND PROFI I GINEER {A NCPE) WILL SUBMIT 3 SETS OF ¦ LE F REQUIRED) TO CITY ENGINEERING FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION, THIS SUBMIT
TOTAL AREA = 20.139 AC (877,255 SF TAL MU 9~~h r% APPLYING FOR A BUILDING PERMIT. THE APPROVAL OF CONSTRUCTION ST BE DONE PRIOR TO ¦ r. ~
MAXIMUM ALLOWABLE IMPERVIOUS AREA = 210,541 SF 249: FROM SITE PLAN APPROVAL. DRAWINGS IS SEPARATE ' i!
( ) ' ALL SIGNS AND PAVEMENT MARKINGS, SHOWN ¦ ON THE CONSTR MUST BE IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OC pN PLANS ¦ ~ a:r 1
STREETS = 68,137 sf 7,76% I U ANCY. 1/ I ' EXISTING OAK Hlll ROAD TO ROX80R0 ROAD SHALL BE ~
( SIDEWALK = 10,760 sf (1,22 ' STANDARDS. UPGRADED TO CITY OF DURHAM ¦ i
} ' * BY REFERENCING ROADWAY IMPROV ¦ EMENTS ON THE PLAN, THE APPLICANT AGREES TO
PROPOSED IMPERVIOUS AREA/LOT = 4,246 SF LOT x 31 = / LOTS 131,626 SF (159;; CONSTRUCT SAID IMPROVEMENTS P AMA RIOR TO ISSUANCE OF CERTIFICATE OF OCC P NNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN U ANCY ¦
(1,626 SF (159;) i IN ACCORDANCE W AND IN RH NCDOT AND CTIY OF DURHAM STANDARDS AND POLICIES. THIS
TOTAL PROPOSED IMPERVIOUS AREA I INCLUDES (NMERE APPROPRIATE) BUT IS NOT LIMITED T0: ADEQUATE TRA ¦ i ALIGNMENT OF LANES THROUGH INTE NSITION TAPERS
= 210,523 - 4.833 Acres (23.990 RSECTIONS, ASSOCIATED SIGNAL MODIFlCATIONS, a%) PAVEMENT MARKINGS, SIGNS AND MARKIN ¦
OTHER PROPOSED ROADWAY IMPROVEME GS, CURB AND GUTTER COORDINATION WITH ACCEPTS THE FINANCIAL RESPONSIBILITY GRAND BIKE LANES. THE APPLICANT ALSO
ACQUISITION OF ANY ADDITIONAL RIGHT- ¦ I OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY j SIDEWALK CONSTRUCTON. ENGINEERING DETAILS REGARDIN REQUIRED ¦
IMPROVEMENTS WILL BE ADDRESSED AT THE CON T GALL ROADWAY
S RUCTION PLAN STAGE. ¦ DURHA
M STAN A DARD N , OTES. w •
THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS DURHAM AND/OR NCDOT ENCROACHMENT PERM SCHEMATIC. A CITY OF " DOCUMENTATION OF PROPER LEA ¦
IT IS REQUIRED PRIOR TO ANY G L PROVISIONS (INCLUDING ATTORNEYS CERTIFICATE) CONSTRUCTION, AFTER OBTAINING THE REQUIRED PERMITS P c ?~VE BEEN MADE FOR THE ESTABLISHMENT OF A H
OF DURHAM ENGINEERING CONSTRUCTION INSPE T LEASE CONTACT THE CITY ! OF COVENANTS AND RESTRICTK)N OMEOWNER'S ASSOCIATION DECLARATION ¦ C ION OFFlCE AT 560-4326 FORA AND MAINTENANCE OF C FOR THE COMMON AREAS FOR PERPETUAL OWNERSHIP PRE-CONSTRUCTION CONFERENCE ANO FIELD VISIT PRIOR T OMMONIY OWNED AN
PROPOSED SIDEWALK. 0 ANY WORK ON THE REQUIRED AT THE TIME OF FI D IMPROVEMENTS AND (ANDS AND 15 ¦
NAL PLAT, ' FOR PUBLIC STORM WATER DRAINAGE EASEMENT: W ' SUBOMSION SITE COMMON OPEN SPACE TO BE DEEDED TO HOMEOW ¦
FOR IMPROVEMENT AND MAINTENAN 0 NERSHIP OF, AND RESPONSIBILItt PRIOR TD FINAL LOT BEING PLATTED FOR OAK HIL NER S ASSOCIATION CE OF STORM WATER FACILITIES IN THIS EASEMENT L SUBDIVISION,
REMAINS WITH THE GRANTOR, IF THE PROPERTY IS WITHIN OR ¦ THE CITY, THE EASEMENT AND ACCESS POINTS T BECOMES A PART OF
TO THE TERMS AND RESTRICTIONS 0 THE EASEMENT ARE SUBJECT ¦ STATED IN THE REVISED DECLARATION OF RIGHTS
AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEM ' ~ LANDSCAPING MUST B EASEMENTS RECORDED IN REAL ESTATE BOOK 2298, PAGE 208 ENT FACILITY E IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF ¦
IS INCORPORATED HEREIN. THIS EASEMENT AND REVI ~ WHICH DOCUMENT OCCUPANCY OR CERTIFICATE OF COMPLWNCE
THE OBLIGATION TO PROVIDE PUBLIC MAINTENA SED DECLARATION DO NOT CREATE AN AS-BUILT CERTIFICATI ¦ NCE, NO BUILDINGS, STRUCTURES, ON, PROVIDED BY THE ENGINEER, IS REQUIRED PRIOR TO THE .EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMEN ISSUAI~E OF A CERTIFlCATE OF OCCUP
TO TH05E TERMS. T EXCEPT ACCORDING ANCY. ¦
' CENTERLINE OF 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. S ¦
STATED IN THE THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958.UBJECT TO TERMS FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEM NNT TRUCTURES, ¦
ACCORDING TO THOSE TERMS. E EXCEPT App ROIL AL S
TA MP ' ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY F ¦
CONSTRUCTION, SUBSTANTIAL IMPROVEMENTS, MANUFA RINGS, INCLUDING FILL, NEW MATERIALS AND STORAGE OF TOXIC OR FIRM CTURED HOUSING, STORAGE OF ¦
AS PROVIDED BY APPLICABLE FLOOD SUBSTANCES, IS PROHIBITED EXCEPT HAZARD REGULATIONS. ¦
FLOOD PLAIN ZONE: 'X°, AE'
FEMA MAP NUMBER: 3706300058 G ¦ - FEMA MAP DATE: 2/2/96
FLOOD PLAIN: ELEV. 340.00 ¦
* STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE RE I ¦
U.S. CORPS OF ENGINEERS PRIOR TOT QU RED FROM THE DEHNR AND THE DRAYVN BY: HE COMMENCEMENT OF ANY LAND DISTURBING CHECKED BY.
ACTIVITIES IN OR NEAR A LAKE, STREAM, CREEK, TRIBUTARY ¦ WATER AND ITS ADJACENT WETLANDS, OR ANY UNNAMED BODY OF RAJ
¦
" 50' -Inn' wlnc rrtv nr ~„e,,..........__.____ ; DATE
OF STREAM, MEASUREDwFInNROMnrTOPwOT OFunUISINK BAUKBENO D STREAMCLEARINGBUFFERGRA
OR EACH SIDE ¦ I /2/05 . SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING DING OTHER THAN A 10' NO BUILDING SETBACK EXTENDS FROM THE STREAM VEGETATION PERMITTED, ¦ SCALE
BUFFER. N.T.S. EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE I ¦
A $100 RE-INSPECTION FEE. PAYMENT MUST B NI11AL INSPECTION WILL INCUR PROJECTNo.
PLANNING DEPARTMENT PRIOR TO RE-INSPECTION. I ¦ 0490
FIRE FLOW ANALYSIS REQUIRED. WATERLINE SIZE MAY CONTACT ENGINEERING ® 560-4326 TO CHANGE WITH FIRE FLOW ANALYSIS. ¦ SHEET NO.
SCHEDULE FLOW J TEST OR CURRENT DATA.
" WATER AND SEWER PERMITS ARE REQUIRED FOR THIS ¦ PROJECT, ALL CONSTRUCTION SHALL CONFORM TO LATEST CITY OF DURHAM STANDARDS. DRB CASE# D04-855 cooo
¦
¦
pOOPYNONT 207, TH DOCUEpI NO THE DESIGN ARE THE PROPERTY OF HpNATX ¦
ASSOCIATES. PJL ANY REPRODUCTION WITHOUT PRIOR WIRTIFIV CONSENT IS PROFSftlTEO
i

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PIN 0824-01-48-2902
PID 183002 ¦

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i STREAM IMPACT MAP
C145 1"=20' ¦
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+ + + + SQ. FT. IN ,Ar'
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+ + + + CH ONLY + + + TYPE CH AND BUFFER ~ ) ~ ) ¦
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Z N ZONE 1 8,778 147` ZONE 1 0 E 2 b ¦ - W DRAWN BY: CHECKED BY;
O SCAIE: l"= Z(Y
ZONE 2 6,021 ' LAJ y
TOTAL 14,469 x ¦ DATE ¦ 11/2/05
ereia
1"= 20'
¦
PROJECT NO. • 0490
¦ SHEET NO.
¦
¦ C145
¦ ®COPMMMI 2005 THIS OOCIRIENT RA Tif DElCN ARE THE PROPERTY OF HORVATH ASSonuES, P.A. ANY REPRODUCTION IMTHOUT PRIOR WRITTEN CONSENT IS PROIBITED
i _

GENERP ¦ NERAL NOTES: =
1. ALL CONCRETE TO HEADWALL DIMENSION BE aDDD P.S.I. S FOR CONCRET E PIPE 1, DETENTII ~I +4, ¦ I. ~ 1, DETENTION BASIN IS SUBJECT TO AS-BUILT SURVEY AND INSPECTION, ANY ASPECT OF L„~
2. REINFORCEMENT STEEL MEETS ASTM 615 PIPE HOLE CONSTRUCT GRADE 60 WITH 2" MIN. CLEARANCE. SIZE SIZE REINF. IN ~ W2 H 1 H 2 H 3 D E F WT. ' ~ I ' CONSTRUCTION THAT DOES NOT CONFORM TO PLAN SHALL BE RE-BUILT OR REPAIRED AT ¦ F
L CONTRACT( 3. REINFORCEMENT SET 12" C, ON C, GOTH LD. / ~ i ~ ~ - F CONTRACTOR'S EXPENSE, 7 I g
WAYS TYPICAL. / _ 1.0;65-~ SF i ; I 12 15 18 21 4 3 -2 4 -11 1 -3 3 -1 12" 1 -3' 1 -9 45' 1 9 ~ , j ~ ~ 2. INTERIOF 4. ALL EXP05ED EDGES CHAMFERED 3/4". 18 27 4 3 -8 6 -0 1 -9 3 -7 1 - - ~ / Lot ~ ' ~ ~--11 72p ¦ )~'F`, ; 2. INTERIOR OF BASIN (EXCLUDING BERM) TO BE SEWN WITH A WET MEADOW SEED MIX. , ~ ,
2 3 45 19 ~ 5. PIPE TO BE GROUTED INT H 24' 3 5 4 -4 7 - ' 2 -0 4 - _ ~ _ _ I I _ i I , O EA,DwALL AT " 3 10 45 2827 I ¦ "
_ " i 10 006 SF I - ~ I I 3. BASIN I, JOB SITE BY CONTRACTOR. 30 36 39 ,48 6 5 -B 10 -10 3 -3 5 -9 12" 2' 11 4 -3 45' 5988 ~ ~ , , SEDIMENT ~ _ 3. BASIN IS TO BE USED AS A SEDIMENT TRAP DURING CONSTRUCTION. BASIN IS TO BE CLEANED OF NorES: z ;.,jr ; SEDIMENT AND VEGETATION IS TO BE ESTABLISHED PRIOR TO USE AS A DETENTION BASIN. Au srEPS sNAU PROrAUOE FRON INSIDE FACE OF STRUCTURE WALL ~Il~ ¦
6. PRECAST HEADWALL STRUCTURE SHOULD 4 56 63 6 6 -7 12 -6 3 -8 5 -8 12 3 -4 5 -2 45' 7 40 ~ _I ~ ~ - ' • 'I ' BE POSITIONED AROUND AN EXISTING PIPE 54 60 72 81 6 8 -9 13 -10 4 -5 8 -0 15 3 -4 7 -5 50' ~ I L - STEPS DIFFERING IN DIMENSIONS, CgJFICURARON DR MATERIALS FROM THOSE SHONN NAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED ~ -~'f'~ THE ENgNEER PATH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FR061 THE ENGINEER FOR 7HE USE OF SUCH STEPS. ¢
- I j OR PIPE INSERTED INTO HEADWALL. 66 ,72 85 ,92 9 -2 14 -2 4 -5 - 26 3 -4 7 -10 50' . - I " ; I ~ POND C _ _ HEADWALL STRUCTURES SHOULD BE PLACED - I - - , I i z~3 ' ¦ a POND OUTLET STRUCTURE NOTES: - ~~~Z
ON A PREPARED FOUNDATION I~~ ~ 1, RCP OUTLET A R T i7 ~c¢iaa= ¦ B R EL SHALL BE CLASS III RCP MEETING THE REQUIREMENTS OF ASTM C76, THE PIPE ~ ¢ ~o~
BY TH AS SPECIFIED t ~ _ I I ~ 1, RCP OU' E ENGINEER. I I ~ JOINTS SHI 7. COMPACTION OF BACKFILL MATERIALS I ~ ~ C-361. JOINTS SHALL BE CONFINED 0-RING RUBBER GASKET JOINT MEETING ASTM C-443 AND JOINT OF ASTM ~~a a ¦ '
SHALL BE AS REQUIRED BY THE ENGINEER. I„- y C-361. s a ,o , ~o~~ r ~ Z N
8, VARIOUS HOLES SIZES & SHAPES N ~ I OTE. INSTALL 4' 4'0 PRE AS11 CONCRETE MANHOLE I = ~ ~ 2. THE MAI avaILABLE Br SPECIAL ORDER ONLY, GUARDRAIL ON RISEk C ES ELEV. = 338.70. I MOORBASE 1=5 ¦ a o 2. THE MANHOLE OUTLET RISER SHALL BE 4' LD„ MEETING ASTM C-478R AASHTO M-199 FOR PLAN L ~ o
D 6" HEADWALL AND - T - I SEWER ANHOLE MOORBASE MANHOLES. THE MANHOLE JOINTS SHALL BE ASTM C-443 RUBBER GASKET JOINTS, PLAN SIDE - SIDE ¦
350 INV TEL , ,336.00 ~ ~ MANHO H3 wINGwALLS ~ I RIM.. 341,52 / ~ LE J ~ MANHOLE JOINTS SHALL BE SECURELY ANCHORED TOGETHER TO PREVENT SEPARATION, ELEVATION ELEVATION ~ L - - ~W ¦
- _ - -I ~ ~I I -t... 1NV IN - 334. - I I,. - - _ ~ T- ~ - 3. OUTLET I „lir I CAST IRON a 3. OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER, STEPS SHALL BE IN ,._D„ o N ¦
- - ~ INV OUT = ,~,~~,27' ACCORDAN( W1 ~ ~ _ I I ACCORDANCE WITH NCDOT STD. 840.66. ~ cast IRON ELEVATION ? ELEVATION ; W
4 L.F. 6 ~ DI INLET ORIFICE ~ ! • ~ INV. ELEV, = 36,00 - - t ' ' ~ 4. CONCRE' ¦ ~ 4. CONCRETE ANTI-FLOTAl10N FILL LAYER SHALL BE POURED WITHIN INTERIOR OF MOORBASE AND o F
- ~ ~ - - - - ATTATCHED ATTATCHED RISER SECTIONS TO THE DEPTH SPECIFIED ON THE DETAIL. " o ~ ¦
~ " • 8AA OR ~ ~ ~ ~ 4 BAR ¢ ~ ol- ASSOCIATES
N ~ ~ OUTLET _ / OUTLET ~~Y~D. Z ¦ STRUCTURE MATERIAL SPECIFICATIONS; P R - ¢ ~ F
- - 1. ALL POU LIFTING HOLES H1 ~ - ~ 1. ALL POURED CONCRETE SHA ° I' N w LL BE MINIMUM 3000 PSI 28 DAY N { ) U LESS OTHERWISE NOTED. - _ ~ ¦
~ 2. GEOTEXT ~ ~ - - ~ 2. GEOT XTI • PLAN T z 16 CONSULTANT PLACE, SU RE 201 E LE FABRIC FOR THE OUTLET BARREL JOINTS SHALL BE AMOCO STYLE 4553 POLYPROPYLENE ~ ~ ELEVI°noN SIDE ~ Q ¦
• • ~ NON-WOVEI NON-WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON-WOVEN FABRIC) = ~ Cq~OSHE PLAN A N W ~ DURHAM, NORTH CAROLINA 27707
~ M REINFORCING STEEL ~ ¦ P 919,490,4990 F 919.490.8953
, BERM S BERM SOIL AND COMPACTION SPECIFICATIONS: SECTION A-A ,z" Noi~ioeEUSEDIN ¦ 537 MARKET STREET, SUITELL20 ELEVATION $ANITMY SEVER NANHgES. ET I a 1 CHATANOOGA, TENNESSEE 37402
6 ' ~ / 1, ALL FILL 6 ,30 1, ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT van 840.66 ¦ P 423.266.4990 F 423,2b6.5700
6" ~ LEAST 95Z LEAST 957 STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED ¦
W2 7,26 ~ ~ ~ MATERIALS SIDE VIEW 3s LF 1a"~ o ~ ~ SHRINK/541 MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION, SOILS SHALL NOT EXHIBIT SIGNIFICANT www.horvathassociates.com SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS, ON-SITE GEOTECHNICAL ENGINEER SHALL APPROVE THE ¦
TOP Ill EW o ,6F BER~(10' MIN.) SOILS FOR i•) SOILS FOR PLACEMENT WITHIN THE BERM SECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE
_ X42 00 METHODS 1 - ~ - 3 - \ FRONT VIEW ~ _ ~ SECTION (E METHODS TO BE USED FOR PLACEMENT OF FILL. IF ADDITIONAL USES ARE PLANNED UPON THE BERM ¦ SECTION (BUILDINGS, ETC.), THE GEOTECHNICAL ENGINEER SHALL SPECIFY SOILS SUITABLE FOR THAT
O - ~ ~ _ ~ , , ADDITIONAL ADDITIONAL USE. ¦
_ j 2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE 6, 3' DIA. REBAR RING ¦
PRECAST CONCRETE HEADWALL W ' r; 2. IN ALL I ITH WINGS - ~ ~ _ ~ - " / ~ FEET PER ' I ~ FEET PER VERTICAL FOOT OF FILL
_ ~ ~ 4.1' DIA. REBAR RING ¦
BERM PERMANENT SEEDING SCHEDULE r I 3, A KEY 1 t \I ~ ' ~ BELOW EXIT } + + + ~r ,-r ~ ~PRE~CA C Cf~ETEt HE,ADWw'~LL • 3, A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW EXISTING GRADE, SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENTS OF ~1 ¦
; / AE10VE, SEEDING DATE SEEDING MIXTURE APPLICATION RATE ~ ~ } r ~ , i~~ I~ INV O>UT 335.60 ~ { + ABOVE, A
- >'r, ~ + + ~ 1 I i 4, NO TREE AUG 25 -OCT. (BEST) TALL FESCUE 200 LBS/AC `r + \ I I ~ + t V~LO ,DI SIPAT.ER t (1 Pj ~ i CCESS GATE ¦ 4, NO TREES OR WOODY VEGETATION OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION. ¦
„ " ~ ~ , i'~ ~ ~ i ~ FEB. -APR 15 (POSSIBLE) CITY OF DURHAM f~+`,, ' _i + + N OT ~LQSS .S RIPR,AP t ~ ~ { a , 7 ,
, S, FILL PLA PUBLIC WORKS DEPART 1`~-L. 1 _._7 ' I ' , + ~ 1 , _ , t I r ,v 5, FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT, EACH LIFT SHALL BE CONTINUOUS FOR THE 6,3 LF x2"x2"x1/4"ANGLE 1.0' ¦ ENTIRE LENGTH OF EMBANKMENT, BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE
SOIL AMENDMENTS MENT _.:I ~ ~ ~ , , ~ ~ 1 j ENTIRE LEN APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4000 APPROVED ~ ~ ~ ' ' \ ~ ' { + ' f' ~ i , ' } `~-t t 4 i ~ MATERIAL ~ MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT, ALL ¦
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB ACRE 10-10-10 i } { ` ' I + { I ' \f ~ 1-' -I- ~ ~ ! COMPACTI0 FERTILIZER. / Errc~elaNC wre i , ~ ~ ~ r r ~ ; . ; COMPACTION BY HAND SHALL BE CONDUCTED IN 5' LIFTS, ELEV, = 338.70 0.50'
+ ; SfORW YNTER DATE i- i.. .I. 1. p .f .I. ~ i. .i. (TOP OF RISER) ¦
MULCH , t.~` , , ,SEWER MANHOLE ~ 35 L R~EAD€ - ~ ~ S TA TEM f , APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, TRAM1ISPDIt1ATgN pp?E (r y + ~ ` I ' i ALL REOUIRI STATEMENT OF RESPONSIBILITY: 0,50' ¦ ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF THE #4 REBAR
r , RIM t = ~33~.06 , ~ * , ' NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET a a ~ % i- i F / NEARLY STRAIGHT CAN BE USED AS A MU ' ~ ~_F t ~ + } i ~ ~ OAKHILL SU LCH ANCHORING TOOL. DATE ~ ~ { ¢ L IN~ IN Nt - ~ 7.67/ ~ ~ ' OAKHILL SUBDIVI510N OWNERS ASSOCIATION, PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT (TYP,) ¦
~ , ~ ~ + i i ~r ~ ~i ~ i / FOR THIS F~ MAINTENANCE DATE I i~+U IN _ ~6 .I)' ~ , _ ~ , ~ FOR THIS FACILITY. ~4 REBAR
+ : + ~ I TIN ; OUrT ~ 3~26,~1' I , ~ , INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE VWNTER OF THE ~ t~V ~ 'v' / ' ¦
FOLLDYANG YEAR, USE SOIL TESTS OR APPLY 150 LB/ACRE 10-1D-10. MOW i ~ ~ ~ ~ { F - -'r 1 ~ ~ 1 REGULARLY TO A HEIGHT OF 2-4 INCHES. 0.73' ¦
~ a , C - d- i YP. ¦
NURSE PLANTS BETWEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 10 OAK HILL DRIVE
LB/ACRE GERMAN MILLET, BEFORE MAY 1, OR AFTER AUG. 15, ADD 40 DRY DETENTION BASIN 1 I> _ > DURHAM
LB/ACRE RYE (GRAIN). SCALE : 1 - 3 0 ELEVATION VIEW ' NORTH CAR OLINA
BERM SEEDBED PREPARATION GRADING PLAN BERM TEMPORARY SEEDING SCHEDULE 6.3 LF x2"x2"x1/4"ANGLE ¦
SEEDING DATE SEEDING MIXTURE APPLICATION RATE 1~) AovERSEO501L CONDITIONS, IF,AVAPLAAD,TOPSOIL 3 INCHES DEEP OVER 4' DIAMETER MANHOLE RISER ¦
BLE
JAN I -MAY 1 AYE (GRAIN) 120 LBS AC 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH, HEADWALL / ¦
KOBE LESPEDEZA 50 LBS/AC (SEE DETAIL 3,) REMOVE ALL LODSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING 18" RCP NCDOT CLASS "B" RIP-RAP NOTE: SECURE {4) EVENLY SPACED 12"x4"x1/8" GALVANIZED STEEL ¦ STRAPS ®EACH JOINT OF RISER SECTION
MAY 1 -AUG 15 GERMAN MILLET 40 LBS/AC SURFACE REASONABLY SMOOTH ANO UNidMI. WITH ORING 9 Lx11 Wx22"THICK 4.) APPLY AaBp1L1AARAL UIE, FERTILIZER, AND SUPERPHOSPHATE 4^ ¦
AUG 15 -DEC 30 RYE (GRAIN) 120 LBS/AC IBi~B.Y AtD 1~ •1A1 SOl (SEE BELOW"). 4" NOTE: PROVIDE S1EPS IN
A A SOIL AMENDMENTS 5.) ~DBED IS PREPARED 4 TO 6 NCHES DEEPO ~ REASONABLY UNIFORM - 9" LAYER CLASS 2" 1~ TRASH RACK ¦ RISER PER NCDOT STD. 2" 1/8" 840.66 (SEE DETAIL) (SEE DETAIL) 10' (TYP.) ¦
FOLLOW RECOMMENDA710NS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND "B" RIP RAP AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER (FROM AUG 6,) SEED ON A FRESHLY PREPARED SEEDBED AND COVER =
15 -DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC). ~ I ¦ I
~ 11' MULCH 7.~ MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. _ _ _ ~4 REBAR WELDED ¦
APPLY 4000 LB/AC STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, S.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR F NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND 1' I (TYP.) (SEE NOTES)
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. SHOULD BE OH:R 80X DAYAGEO, REESTABLISH FOLLOWING ORIGINAL LMIE, 4.5' WIDE ¦
FERTILIZER AND SEEDING RATES. SEED LKi1TLY MATH SEEDMG EQUIPMENT I MAIN ENANCE OR CULnPACK AFTER SEEDBAG. ¦ ACCESS GATE
JAN 1 -AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, 9.) CONSULT CONSERVA110N WSPECTOR ON MAINTENANCfi TREATMENT AND REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING FERTILIZATION AFTER PERMANENT COIA:R IS ESTABLISHED. 5" ¦
EROSION OR OTHER DAMAGE. • See seosonol a licotion schedule 9' 4" FILTER BLANK T PP E (TYP. ) ¦
HEADWALL 2' 7' 2' iv CENTER STRAP AUG 15 -DEC 30:REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS PLAN ON RISER JOIN =NTER STRAP
VATH 50 LB/AC OF NITROGEN IN MARCH. IF IT IS NECESSARY TO (SEE DETAIL) EXTEND TEMPORARY COVER BEYOND ,NNE 15, OVERSEED WITH SO , RISER J IN 4' LAM T R 4.1 DIA. REBAR RING ¦ 0 MANHOLE RISER 6.3'DIA. REBAR RING
LB/AC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH, PRE-CAST SECTION ~ ( S) 3.15' ¦ ,
18" RCP ~ ~yy^~~fi N ¦ ~ ~
:1 WITH ORING 2 2:1 LEVEL SPREADER , CREST ELEV. ~ I STEPS TO BE PROVIDED IN I PLAN VIEW RISER UNDER ACCESS HATCH ¦
- 335, 60 I I SEE DETAIL r ( ) W ~~R
_j~l • F NOTES; ¦ - _ _ A~ mVl r-d .'y.
ICI - ~ III-III-II III t tp'i . 1. ALL REBAR TO BE #4 REBAR. ¦
~I~I~II~III_ Ilu~llfl~ll~~~t I I r' h 2, ALL REBAR AND ANGLES TO BE GALVANIZED WITH A BITUMINOUS C AT
2 5 2 0 LNG, O
FILTER BLANKET 3. THE HOT-DIPPED, GALVANIZED 2"x2"x1/4" ANGLES SHALL BE WELDED TO THE REB 6" DIA. DIP
SECTION A-A (SEE NOTE) „ 3x1/2 BOLT 18" DIA, RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE MANHOLE R IT ,3"xi 2" BOLT 0-RING RCP ANGLES SITTING DIRECTLY ON TOP OF THE RISER,
NOTE: , - 12"x4"xt/8" / _ 12"x4"xt/8" GALVAANIZED
A FILTER BLANKET IS TO BE INSTALLED ~ ' ~ STEEL ANCHC STEEL ANCHOR STRAP
RISER JOINT BETWEEN THE RIPRAP AND SOIL FOUNDATION. ¦ RISER JOINT TRASH RACK DETAIL
THE FILTER BLANKET WILL CONSIST OF A a•;... NOTE: EACH STR~ MINIMUM 4" THICK LAYER OF STONE NCDOT BE SECURED TO TOTE: EACH STRAP TO ~o ¦ IE SECURED TO MANHOLE N. T, S.
( X57) UNDERLAIN 4YITH MIRAFI FILTER WEAVE : ; ` RISER BY (2 3"I ISER BY (2 3"xt 2" /
700 OR APPROVED EQUIVALENT GALVANIZED STEE GALVANIZED STEEL CONCRETE EXTENDED BASE
' ANCHOR BOLTS, I ~ A BITUMINOUS CC NCHOR BOLTS, COATED WITH 7" MANHOLE SECTION ¦ _BITUMINOUS COATING. FRONT VIEW~~ NOTE; PROVIDE STEPS IN
TRASH RACK ¦
OUTLET BARREL P N \3"x1/2" BOLT LU GE P00~ VELOCITY DISSIPA TOR 3"x1/2° BOLT RISER PER NCDOT STD, 840.66 (SEE DETAIL) (SEE DETAIL) ¦
N.T.S. OUTLET STRUCTURE DETAIL
N.T.S. ¦
¦ ELEV. = 338.70
NON-WOVEN FELT GEOTEXTILE FABRIC SHALL BE PLACED 5" (TYP.) (TOP OF RISER) ¦
AROUND EACH JOINT OF RCP BARREL IN 2' WIDE STRIPS 10' CENTERED ON JOINT. FELT FABRIC IS TO BE WRAPPED TWICE 4 LF -6" DIA, DIP ¦
TOP OF BERM ELEV. = 342.00 ,_,;'1:1:. (MIN,) AROUND JOINT AND IS TO BE SECURED WITH CONCRETE BASE EXTENSION ¦
NAILS, 100 -YEAR WATER SURFACE ELEV. = 340,51 i - 5" (TYP.)
1L 4' LAM T R ¦
TOP OF RISER ELEV, = 338,70 ' ~ 1 3 3 3 7" (MIN,) TRASH GUARD MANHOLE RISER (SEE DETAIL) PRE-CAST SECTIONS ¦
1 -YEAR WATER SURFACE ELEV = 338,47 3 HEADWALL { ) ~ ¦
(SEE DETAIL) BERM ~~~1 N
SECTION ~ ~ ~Pt~~R G BARREL ¦
tk ~ Off' ' - 2 INV, IN - 336.00 ¦
DRAIN TRASH GUARD ' ' ' BARREL INV. LEVEL SPREADER (SEE DETAIL) ! ' 36 LF - 18 0-RING RCP ~ L11q (CL. III RCP . _I ~P GP
' ELEV. = 336,00 ) CREST 335, QR ! ¦
BARREL 60 INV. OUT = 335.60 17" ' ! ¦ _
WATERTIGHT SEAL TO BE PROVIDED { i 17" I L. . ¦
AT RISER/BARREL INTERFACE , ' DRAWN BY: CHECKED BY: __-i I
4 LF - 6" DIA. DIP 1 1 ' - 18" DIA. 0-RING RCP ¦ ~C
~1 i NCDOT CLASS "B" RIP-RAP , N i DIP INV, i ~ ¦ DATE 4 x 4 6/6 WELDED WIRE ELEV. = 336.00 -
9 L x 11' W x 22 THICK FABRIC (EACH SIDE & " ¦ ~6~22f ~5
rnpl a" v
SCAIE
#6 REBAR PERIMETER 6" DIP 4 LF - 6° DIA. DIP ¦ . 40 EXTENDED BASE ¦ FRAME (2' x 2'x 2') MANHOLE SECTION
PROJECT NO. e
KEY TRENCH (SEE BERM MIN. a "SIDE VIEW" ¦ 0490 3000 PSI CONCRETE
SOIL AND COMPACTION ¦ SHEET NO.
EXTENDED BASE SPECIFICATIONS) MANHOLE SECTION ¦
(PRE-CAST) PERMANENT DAM CROSS SECTION 3' C141
OUTLET STRUCTURE DETAIL ¦ 6" DRAIN TRASH GUARD DETAIL
N.T.S. N.T.S. N.T.S. ¦
¦
®COPYRIGHT 20175 THIS DOCUMENT AND THE DEWN ARE THE PROPERTY OF HORVATH ASSOCIATES. P.A. ANY REPRODUCTION WRHOUT PRIOR WRITTEN CONSENT IS PROH091TE0

PIN 0824-01-48-2902 ~
PID 183002 m
Bro den Philli D and 9 P Brogden, Edythe
Pin: 0824-01-29-8455 Parcel ID: 182907
5104 Brenda Ct.
Land Use; AG/Single ! Family Res, Durham Public Schools Board of i
Zoning: R-20 ~ Education Overlay: F-J/8 Existing 25' TREE PR T T 2 Pin; 0825-03-30-9794
t City of Durham FENCE 0 EC ION C140 Parcel ID: 183779 LINE TABLE LINE LENGTH BEARING
SAS Easement 227 Milton Rd, RB 1 -PG 7-322 Land Use: Vacant Exempt L1 149.55 S85'01'50"E
' ~ Zoning; RD • ~ ~ ' , . _ Overlay: F-J/B NOTE; THE FFE OF LOTS 24-27 SHALL BE A MINIMUM OF 2 L2 40,00 Existing 25' N03'07 00'E
`~eo - ~ FEET A V ~ ~ , . ~ , ~ BO E THE 100-YEAR WATER SURFACE ELEVATION OF THE City of Durham L3 30.00 S85'Ol'31 "E z
y ~ ~ ~,ti ~ ~ ~ ~ " - , , J ~ ~ _ _ STORMWATER BYPASS SYSTEMS, FFE WILL BE DETERMINED AT k'~ \ _ ~ S/S Easement L4 94.97 S03'07'00"W ~ I` PB 151-PG 321-322 L5 12.00
~ ~ ~ fps ~ L _ , \ CONSTRUCTION DRAWINGS , .\.~U~~ - N66'39'42"W
a..,- ~ \ / ~ ~ ~ 00 , _ _ _ Durham Public Schools Board of L6 5,99 SO6'01b0"W ~ Education L7 128.00 N86'39'42"W W
` - i 1 - Pin; 0824-02-59-6559 ~ Parcel ID. 183778 L8 16.22 N8T2T11"W
_ _ - ~ ~ _..o e • ~ r ~ 1 ~ - ~ 117 Milton Rd, L9 59.94 NB6'1T23"W
` ; - ~ 17,417 ~ ~ i - I-. - Lond Use: Comm SVC/School L10 14.95 O N28'3518"W -i Zonin RD ~ " ~ L11 49,93 z
1 I ~ I Y; ~JTB } ~ ~ Overla N34'02100~~W - - % ~ ' ~ L12 51,00 S85'Ot'31"E
. , ~ ~ _ - - _ ~ fi _
' _ , ~ I ~ ~ ~ ~ ~ _ r - 91'`24 i Lot - 'i -~i r . ; , ~ i , . 1 25 ~ , I ~ ~ ~ ~ I ~ r ~ 1 I ~ ~ / ~ ~ 3 3 f~6,000 SF ~ I; I ~4 , ~ _ _ r 7• ~ r-.~ A ~ ~ '`~j I_ . i~ ~?6,fl45- SF ~ _ - , -t- _ , . 394. ~ ~
: ~ , ' 4 r ~ - ' , _ . _ ~ _
' , ! - _ ~ I(/PHI I I a~,na'sF ~ ~r I` i _ , ~ E - ~ ~ S85'09'00" " . J , ' -
~ ~ / , - . ~ - ~P~VT' ~3 , ~ , , i ~ t 2 i" _ L • ~t of 27 1 • ~ ~ ~ ~ PIIBUC ROW ` . ~ 3 - _ ' OPEN SPACE . . ~ ~ 1 / ~ , • ' t , • j, I e ~ 229.66' -t. .
~ \ ~ ~ /,1527 F ~ i ~ . ~ ~ - 1 ,004 F ~ Lot 2 , , I } , , . , , , t _ 18;47.4 .,Lot 28 .Al3EA 8 - Fletcher, Horold Keni and wife Bets 18;47.4 SF ; • / 1 ~ y _
Y , .Ifma~th R ~ Rovrs W~ h;, ~t s I _ N ' r ~ Pin: 0824-02-59-0152 ~ , ~ ; ,I ~ . i LS.~~ Parcel lD: 183DO3 C PYRI H
Pid: 062469:-39 3 T , ~ - _ _ ~ ce d`,T8 06 ~ . ~ ~ , - 1 ~ - . - - , , ~ 304 ~ CO G T 2004 Oak Hill Drive THIS DOCUMENT AND THE t r~ ~
73sa 5130 P1ne.T it r'. t • : \ ¦p ~ A ~ - - , _ L r1d.,~se: ~n I 'F rhil 4 ; ~ ` ~ _ . \ e _ ~ ~ r / Lond Use: Sinl a FOmil Res• ~ ~ 9 Y • ~ _ ~~J . , "~I Zoning: R-20 DESIGN ARE THE PROPERTY OF
) }~,~--c..., e ~ ~ , ~ ~ ~ ~ A ~ ~ L~B.80 , , : : \ ~ ~i : _ _.4Q:.... ~ ~ ~ ~ overlay: F-d/B RL HORVATH ASSOCIATES, INC =s.eo ~ { i-ss~.oo ' ' Ir ` ~ , ~ ANY REPRODUCTION WITHOUT
nnl ,R 20 ~ \ E. ) t _ - - - - R-321.00 , _ . ~ ` I Overlay: F-J/8 ~ ~ - ~ 4 , , 1 . ~ , • I ; PRIOR WRITTEN CONSENT IS
: .o~, „ ~ Lt - - I. , , , o ~U i i r ; ~ ,~,QQ . , _ °"v . 1 c - . , , ; ; ~ , <r ~ ,~r , • 'S. , ~ ~ 10 002 SF ~ _ - - . ~ ~ , , ~ ~ ~ 7--__ _ - _ „ P ~ , ~ _ >A,~ l'' TREE-PROfECTION~I o ~ PROHIBITED ~ ~ ty .
, . ; ; . , • ~ f Lot 18 - ~ ~ N ~F, . ,>n ~ •10 654 S~F ~ SPA - 34 , ~ , ~ . ' ~ \ ~ ~ i ._1 -I TREE PROTECTIO i AfIEA A - ~ , x ~0,~. ~ 0 ~ .r ~~it, i " / O
r: / ~ ~ / Lot_.fa ~ - ~ ~ ~ ~ w ' 10,0 ~ gd~`~ ~ ~ (A ' r~,,:r ~ - ~ - - got ~o
' ~ 06 _ - ~ / I 18,404 SF• ~ .
_ - ~ x t r - - / ~ x Martinez, Ricardo ~ , ` , ~ v ~ \ ~ ~ ~ % I - ~ • , _ : , -
~ a k: ~ ~ I ~ Lot,:17~ j~ and Wife Elizabeth ~ t, ~ ~,A~, ~ 'X, t 9 'r. x ` ~ ~ y ~ ~ 1 a%720 SF • ~ • l - _ n= ~ ~ I~N.•~ _ ~ D9~} { OPEN SPACE , ,/1 i• x.: ;~A ~ ; ' -Lvt" 29~ - I AREA 'C'
Pin: s \ `1 f 4. ~ ,,'`L i ! _ I ~ , ~ . y. - , 0824-D1-38-3902 ~ ~ t , . 5 _ _ ~ - ~ 1 W .-°,l' ~ ~ - - , 11,865 SF ! ,
Parcel ID: 183061 ~ ~ ~ ~„I'~F. ~ ~v ~ ~ ~ . - ~ - 4 ~ ~ .y. 512fi Pine Trait Dr. ~ ~ ' r~ ~ ~ - - I ~ j ~'i- ~ b. _ r _ _ ..:r - - 3 Z ~ _ _ - ~ 2 z
Land Use: Sin le ~ ~ , . , • - - - / g ~ . , ,I , ~ ~J _ ~ 1 ~ K ~ / •-l ~ Q ~,5'fDRY~~ENi 36.8D0 SF-(EX) ~ ~ rod ~ ~ ~ul~c w/ ensue ,52J F PROP ~ -
Family Res. , - J O o ~ ) l_ - _i .I~
SP' E•, 1 a'~,• , ~ ~P•~Ny. Overlay: F-J B \ _ \ r I a y A - yf . . 'l _ ~ ~ to Z ~ _ ~ _ I ^ M s ~
• - . I o. ,~~~.~a ~~~.x ~ - ~ - . , ` ~ I , , ~ . J. o, _ - - 1 ~ I
, , ~ ~ ~ ~ ~ 1 Y , , ..1 „ . „ a.4 ~ ~ , , I ,l `COI 1~ „ x i r ~ ~ ~ ' `Cot 1$r W ' ~ I/
, ST John Lawrence v I \ ~ \ ~ % ` \ ~ - ~ lA 0~0 . , . ;SAP ~ - - ~ ~ ~ ' , r, . . _ _ ,D D ~ • 1 ~ ' ~ Y I - r. X44 . ~ t':.' 'H.~S'.. ,~i nn ~ . ~1 ~D 'd' ,
- ~ ' and Wife Carla ~ ~ ~ - ~ A~ ~ ~ r- _ ~ , Pin: - - X _
. ~ _ 0824-Ot-38-3813 I ~ ~ 1 r. . ; ~ - . . ~ .lOt"-45 - ~ ~ . y ~ ~ ~ ~ , % ~ . - i r , / # - ~ n;"_ _ 330000.00 - - - 1
Parcel ID: 183060 i . " . T , ~x ~ . ~ • pf b ~ i / ~ / , < ~ . , " y : ~ ~ ,1 ~ ~ 10 X154-"$F_'. - / t , ~ i : , . f - 5 a S. - . v- ~ t r - 5122 Pine Trail Dr. ~ , ~ i ~r~ ~ / . ~i LO "1.4 - - ' 1F~ W - gg gg L7 ~ \v ~ . a_ ~ --"1• ~ OPEN SPA x ~ ~ _ I
Land Use: Sin le 1 YEA FL OD AIN , ~ w ` 1 ~ i ~ - Family Res. SE F.E.f~.A. AP x7063 Q05B G ~ ~ ~ ! / LO 13' 1 / l / _ _ , _ / ~ C 1 ~ ~ AREA ' ~ ~ ~ I ~ ~ ;1 Lot21~ D o
Zonin . R-20 8EA NG AN FFECTIVE D~TE OR X ~ - =x ~ ' ~ / ~ . j 11' 9' 1 ~ ~ a ~ r~; ~ A FEBRU;;~~R 2, 1996.1I ` ~ ?x• ; , Q: ? / / , 1 , ~ F i 1 r 1 ~ ~ ' ~ i ~ b 0,018 SR, 1/ Lot 1 ; ~ ~ i I~~ ~ O ~ C~ , ~~R
Overlay; F-J/6 w BASE FLO D LEVAIfIONS RANGING ' f ' ~ , :=a ` c ~0 ;l / I - - L 1 FROM 33 -3~4' FIELD VERIFIED ~~a s U, a, , _ ~ ~ y, / ~ ~ ~ f~ : ,y - . s ~ Lot 3 17,466 SF ~ ~ . n~~ ~ d- J. _ ~ P 1 ~ X10,082 SE ~ _a° 0 ' r._ - _ ~ ~-Lod 4 ~ ~ - _ d'
' a l0 i / ~ ~ ~ k, l ~ , _ , a\ x _ , ~ 'I V 0,162 SR 1 I to I -c r E
~ A + ~ - , - , - i w- ~ . ~ ~ ~ ~ I - (0 ~ ~^e. , ~i ~ 1 4-~ 1 ~ V 1 , _ (0 , , ~ ~ Lot 5 ~ i. - - - ~ N
' i I I ~ \v~ / ~ / / 1 / ,i ~ X54., ;t ~ k A ~ / r v ~ `t 10,000 SF ~ 1 ! - - = v ~ U
Utley, Donald E and ! , \ Y ; . ~ ' ti\.. Y ~ ~ O ~ > ~ ca, v+, Utle Mar aret D dPEN SP E REA A ' ` t ~ j~," • q . / , 1 1 ~
, l I I ~ - ~ ,d . ~ - ~ Pin; \ , r 0824-01-38-3722 ~ I 1 . - > , t , i - ~ , , - ~ 6 ~1 t _ ~ 1 1~ ~ .
I. , Parcel ID: 183059 ~ i ; ; . x • , . ' ~ / - 4 . , I , .t i ' ~ Lot 6 ~ ~ - N • z ~ 10,000 SF ~ ~ „'C z ~
SllB Pine Trail Dr. ~ ~ ~ - ~ ~ ~ x , t Land Uae: Si le ~ I ~ _ - `;'.'~~~':f; ~ v 9 ~t" r. - - ~ ~ ~ ~ ~ ~ I i, ~ 1 , ~ _ o
Famil Res. r I r., . 3 t, v r II'' ~ f , Zoning: R-20 i \ ~ 1 ~ ti , "x r>.. 0 ~I ` ~ ~ l T +.tS ~ ' ~ ~ ® Q (D
' { ~ R \ ~ . I _ , '1.. y- .0'39 18` Overlay: F-J~ ~ 1 ~ i `,``1~` ` ~ ~ 'V r Lot 9 ~ I 3 ,C >Af 8 ~ , , ~ t ~ ~ ~ ~ o ao
- _ o ~ I ~ , : ' . , : r , . ~ r~ r ~ -y_, ~ 16,040 1 _ ~ ' r` t ~ c ~ I SF ~ iF 1 ~ ~ 1 / X1963 Sf ` _ ' ~ 1 t~ ~ ~ z N
j ~ y, ~ -5,;; ~'a~,~ i. ~ ~ ~ ~ B F ~ I of 10 ~ f 1 , Stone, Ted G, and I ~ pL00 W Y FRINGE - - ' ~ r ~ - ^ ~ ~ a ' ~ Q 1 i 6 o Q
I ~I ~t ~ v 'x r ~;i• ; T ~ ~ ~ ~ ~ ~ ~ 1 009 F 1 , Ann F \ ~ ~ ~ v' ~ r..Y.y .or,.(~~ ; , ~ I - p $ / , ~ ti E I \ ~ Q O R= 1~ ' ~ r = OJ
Pin: N8 '25'1 r . ,t' ~ r.,• : ~ i ( ~ 1 i ~ ` ~ ~ l t ~ I ~ 0824-01-38-3622 ~ ~"l,, '~S ~ ~ ~ ~ I I ~ I I / 1r / tan _ - 1 _ 1 / G ubb, Robert S and wife Linda K ~ ~ ~ ~ i ~ ~ - - ~ ~ Pin: 0824-02-58-0746 O
00.1 ~ L - ~ ~ } - ~ ~ , ~ I ~ ~ ~ ~ ~ ~ i Parcel ID: 183058 I ~ ~ t- ~T- 4--I- 1 i ~ ~ ~ I / ~ ~ 1 5114 Pine Trail Dr, ~ r ~ 1 _ ~ I I ~ I - ~ yy ~ + 1 % , ' ~ l ~ 1, Parcel ID: 183005 ~ \ ~ ~ * 0_ t 'I 6~ ~ i ~ 1 ~ 301 Ook HIII Drive
Reed, Betiy'D ~ - e T ~ ~ . u!?~r ~ i t i~ - r --I I / 1 land Use: Single ~ - - - F r: v ~ . ~ ~ ( I - - _ ' Pin: 0824 01 38 5537 _ ~ _ ~ I ~ - _ _'.1 _ / Family Res. -R--: ^ ~ ~ ~ ` ~ - - 1 ` t,0 i r' I Lond Use: Sinlge Fomil Res. ' ! / PU ~C .i ~ ~ Lot 7 ~ Zoning; R-20 y ~ O
Parcel ID: 183052 ~ • . ^ ,;e1, . ~ - ~ ~ - ^ K , Zoning: R-20 - . , ~ r. - ~ I , 5115 Longleaf Dr ~ , z ,c 1 I I ~ -fir-~. N8T1t3 52"W / - - R' I~ 16 085 F ~ Overl : F-J B `t ~ Q
i ' Overlay: F-J/B i; ~ - ~ I ~ _ 1 : Land Use: Single Family Res. ~ P r..•.' + i ` I ~ ~8,$ ' / OPEN S, ACE r C In~~ f_ I ~
' Zonin: R-20 i }+MIP,~~,,~,~ .;.;'~t>~" \ , ~ 1 I ~ _ _,,,'',,,w 9 ~ _ Overlay: F-J/B 24-a~~8~ . ; . / _ - I~ - . _ . AREA 'D ~ J ~'~w.. F' - - N O P O
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L Single Fomiy Rye. ~ g. , 4-j' Sovannah Realty, LLC ~ ~ L~ _ _ _ sa7.2r ~ Q - 11"E , I ~ Pin: 0824 01 47 9468 S89'46~55"E IW- W _ Q U
I/i Zonin R-20 Overlay; F-J/B ~ - . i', Parcel ID. 182976 183.76' - ~ I,
i ~ . ~ - _ _ I.y 0 Murray Hill Dr. 1143,64 ~ ] 0 i _ _ I I Land Use: Voc Res/Homeowners Assoc, ! N ~ _ ,I
' - Savannah Realty, LLC I Pin: 0824-01-47-3942 Zoning: R-20 W I Overlayi F-J B _ . I- U
i' Parcel ID: 182973 , ~1.~- ~ ' I, ' , i / . _ a I I w
_ ' l; 0 Latta Rd Land Use: Voc Res/Homeowners Assoc. _ ~ o_ ~ ; ~
Zoning; R-20 ~ Overlay, F-J/B I t.i ~ ~ Z
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TREE PROTECTII 'ROTECTION NOTES: ~ 8 3 oS"
36" REFLECTIVE ORANGE SAFETY NETTING HOOKED A) INSTALL TREE PROTECTION FEN ONTO PREFORMED CHANNELS ON METAL CONTROL MEASURES. MAINTAIN E PROTECTION FENCING AT THE SAME TIME AS THE EROSION ASURES. MAINTAIN FENCING UNTIL ALL CONSTRUCTION IN THE
POSTS OR FASTENED TO CEDAR OR WOOD VICINITY OF THE TREES IS C06 POSTS WITH N0, 6 STAPLE B) INSTALL TREE PROTECTION FEN THE TREES IS COMPLETED.
PROPOSED CLEARING LIMITS A'. E PROTECTION FENCING ALONG THE ENTIRE LENGTH OF THE ~J~1 ;LEAKING LIMITS AS DENOTED ON THE PLAN. O Y L~R,A
PosT ®fo' o,c: C) LOCATE TREE PROTECTION MEA LL GRA DING PROTECTION MEASURES SO THAT THEY MAINTAIN A 6 FOOT SO Z DRAWN
RADIUS AROUND EXISTING PLAP Le erid EACH 1 INCH DIAMETER OF TR JND EXISTING PLANTS OR PROVIDE A 1 ~ AND D FOOT RADIUS F R RAIN G AGE P LAN i DIAMETER OF TREES (MEASURED AT A POINT 4-1/2
WIRE M EsR, AnacH wITH FEET ABOVE GROUND), WHICHE WIRE STAPLES (ALTERNATE) GROUND), WHICHEVER IS GREATER, b C140 1"=60'-0" H
D) POST A SIGN ON THE FENCING I ON THE FENCING STATING:"TREE PROTECTION AREA//NO TRESPASSING" W
AND "ZONA PROTECTORA PARA METAL POST ®10' o.C. MAx. EVERY 75-100 FEET. PROTECTORA PARR LOS ARBOLES PROHIBIDO ENTRAR'. SPAC O CD 00 FEET, / E SIGNS
r~ ;r CEDAR AND WOOD SHOULD BE 36" E) AT THE START OF GRADING INV INTO GROUND E ~ A !T OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE y
j 1` SEWER EASEMENT STREAM BUFFER FLOODWAY FRINGE AROUND A TREE oR THE sTRIP LOODWAY - VERTICAL CUT AT THE EDGE Of REE OR THE STRIPPING OFT x GRAPHIC SCALE OPSOIL, MAKE A CLEAN, SHARP, 12 09104 T AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME ao 0 70 60 12o SCALE
AS OTHER EROSION CONTROL I I PROTECTION FENCING ON THE ROSION CONTROL MEASURES ARE INSTALLED. INSTALL THE TREE 240
~ TRUNK AND SHALL REMAIN IN N IN ON THE SIDE FARTHEST AWAY FROM THE TREE 1e = 60' SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE
VICINITY OF THE TREES IS CON EQUIPMENT AND NO TRESPASSI THE TREES IS COMPLETE, NO STORAGE OF MATERIALS, FILL, OR JOB No. IND NO TRESPASSING SHALL BE ALLOWED WITHIN THE PROTECTED AREA. , ~ f1AAP1
F) TREE PROTECTION FENCING MU ~'FJV ;TION FENCING MUST BE INSTALLED PRIOR TO ISSUANCE OF ANY in rZr.f ) V 1 171Ch = 60 ft.
PERMITS. SHEET No.
z TREE PROTECTION FENCE
ENCE C140
C 140 NO SCALE
OF SHEETS

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PIN 0824-01-48-2902
JB2 ~ 0824-01-48-5969 ' ) PID 183002, 183006 ¦
I ~ i ~ ~ I I I I I I' i " PHILLIPS POINT DR. ~ ~ / ,
i I ~I ~ ~ STANDARD F 9 l~ ~ ~ . ~ wM 30 ROLLE~.. URB ~ ~ I / ~ GUTTER, I 8 ~OW ~ ~ 1'"~"•. ~;~"x6° TEE ~ C 0 ~ ~ ~;1(~ l ¦
_ _ ~ - a , ~ a 5 0 C - I-_. 4, , ~ ~ ~ / ¦ 1;
CO I ~ I C180 SIDEWALK - - - _ _ _ / ; c18D 10 11 ~ \ I ~ a' , ` /
~ ~ HW23 / ~ ` 35 R 15' RCP C180 WM CO C180 , ' / ~ ¦ I~ a. _ . I
~ I ? ~ 18" RCP 15" RCP 2
? i _ C638 _ / CB37 1 1 ~ n + ~ C8 . , , , ` - L_ ~
-'P------ 4° DIP WL " ,
. ° U
m 8 S ._I___ _ _ a X4..--_ ~ WL ~ CO ~ y . 1 B.0 66.88 REDUCER ~ MH 3._,1 , , ~ ~ i! ~ ~ 'sh ~ ~ Ol ~ Q1 ¦
` 14 PVC \ L=6:60 ' CB29 628 18 RCP ~ ' 2 i00 i ~ ~ ~ ~~RC~ ~ 18' RCP C631 I I IN ~ I 1 J l~ ~ C
~ ` T n= _ ~ 3,30 . , ~D i ~ I od'e' a,0 { 15I RCP ~ o, I ~ m
\ S ORM ~ it ~
WM EASEMENT HW24 ? 0632 . - ~ - - -CP - I a N I _ s. 8 I C181 i ~ od. ~ o k ¦ ~ ( ~ ' N ~ h of ,
FES20 ~ o 10 CB 4 ~1 c ~ ~ o I Q (fJ ~ J~, r ¦
~ i Lot INVT" OUT - -'T - 20 ~ r I I ~ ~ I 347"80 . - DI27 w` ; . ? ~.ti. . HEAQWRLL `~1~0 ~ ~ , 11 \ , ! ~ o ~ ~ c i `~ti 3 i STANDARD FH / C181 0 o p o i~ ¦
" _ 1:75 a ~ I E~ - mac' - co -..-i a ASS 0 C I A T E S
- ~ ( . 1 .,RCP. / o ~ 6" cv , D f Q ¦ , • 15~' ,RCP; . - ' K ° + WM C181 ~ r7
~ Lot I ~ ~ 4t~~f j ,.i ,S10Ry EM' _ _.835--'`
~ 1 PS - - ' 8+00 8" DIP WL ~ a 16 CONSULTANT PLACE, SUITE 201 _ G WI 6 W WL WL--WL c '
LIC ~ ~ I I I L ~ • . y NI A Y SEWER i" . i ,x \ ~ pWE~~1N W~.. S _ .L..,..,_. _..._..119.51 ..--I--. - --...-._.t _ - _ 1 „ BO o DURHAM, NORTH CAROLINA 27707 - - { PV S/S ~N .i. 2 p . J ¦ P 914.490.4990 F 919.490.8953
~ ~ ~ ~ . I i EASEMENT ~ ' PLUNGE POOL'. / . I I ~ . / 1 . , ROLLED C B _ m wC '`p0
. & UTTER - ~ „ o ~ vo ~ ~ , 3 ~ ¦ _ 5 ~ ..3 537 MARKET STREET, SUITE L120 ti~ \ 3 CB . ' ~I Sp? S F~ ' CHATANOOGA, TENNESSEE 37402
GQ ~ `y!' ~ ~ ~ ~ . ~ - ~ ~ . ' ciao ~ ~ I e i / I S I' =0.54 ~ ' p$° ~ ¦
I I I ~ 23, s ~ c1~8~ _ - _ . \ ~ ~ ~ ~ R=2DO.DO P 423.266.4490 F 423.266.5700 \ - \ ~ / / - ~ m -Tc~s=9- N PLUG AND BLOCIf
I i% - 15° RCP ,x ~ , - " ~ ~ / CB12 2~ q7 8" WATER LINE ¦ x C181 + ~ =0'09'15 ~ ,c ~ ~ www.horvaihassoclates.com ' 15" ~ P . ~ I! / ~ II o ~ INSTALL 1" BO
\ ~ , Lot 16 ' ~ ~y F. CO ~ STORM m ~ I I EASEMENT QO d ~
\ - J626 ~ ~ ~ / ~ ~ ¦ ~ WM i ~ ti N
. ~ 1 ~ \ \ /l ~ ~ \ A ~ \ ~ ~ I(n CO I ate. J ~ 1 ¦
~ ~ ~ ~ 2 ~ FES25 . / , gU~LD_ ~ C~ 4 i ~ . 2 ~ I WM ' , CB 4 ~c~ ~ ~ ¦
N~ - ~ ~ C181 ;181 ~ CBS" 25'x 5' I $y j I ~ 2 S GHT / ~
I - ~ ~ ~ ~ - , y . 1 _ - 0 \ ~ \ I> 15" RCP TRIANGLE (TYP, 'O`• x;,t ~ ~ INTERSECTIONS) ~
. ~ 1 t L /y h.~~. I ~ ~ A AP ~ b~. ~ ig. 30"~ ROLLED CURB & ¦
i i ' - 1 ~ p- k: . ~1 1 ~ co - CO 8 O ~ 3F GU~TF.J~ r ~ -
- ~ ~ ~ \ ~ Lot 14 \ ~ wM r 11 , WM I I 3 , w. ~ 1 . . ~ . .
v 1 ~ ~ ~ \ ~ ` ` , 15° RCP 1 ` B I ¦ B~ ~
~ /i . , . ~ - d o ~ ¦ MH O
\ ~ 13 ~ ~ 1 +t; Lot ~ / 1 /s 3 3 PH ~ ILLIPS POINT DRIVE PLAN
~ - , 5 SCA - 5 C 122 LE: 1 - 40 _ ~ ` (PUBLIC STREET 27 B B) ¦
~9 ~ B~ 81 RCa 40 PUBLIC R.O,W, ( )
- - ..n ...,i ~ ¦
1 PHILLIPS POINT DRIVE PLAN ~ ~ ~ s0 FOR CONTINUATION o N 20 40 80 ¦ OF OAK HILL DRIVE MAGNETIC
C 122 SCALE: 1" = 40' PUBLIC STREET 23' 8- FOR CONTINUATION ( B) N SEE DETAIL 1/C121 ~ ¦
SCALE;1"= 40 MncN~rlc OF OAK HILL DRIVE I (40' PUBLIC R,O.W.); ' _I_ DETAIL 1/C121 i SCALE;1"= 40 a a
- i, _ _ _ L _ _ . _ . _ - ^ . ~ m a a ¦ _-...~_.....pM.. ~.__+oa_.._.._.
I ~ ~ { f* ^ I~ O j r M Z Z ¦ ~ d'~ i ~ J J OAK HILL DRIVE r , _ - _ _ ~ _ _ .
i I +N I i ~ }ry +Nr"~ GiW ~ ~ MH10 'EXISTING CENTER
I ~ i J ~ ~ ~o / a ~ STA 17+9 .52 ' ¦ 1, A ~ Tr r o ~ a ,LINE GRADE DURHAM ~ ~?o ; ~ ~ ~ ~ RIM 378,87I I LOW POINT ELEV = 378,41 ¦
I i ~ ! i i i ~ I I M ~ ~ ~ Q~» ; ' INUT, IN 36{9.00 ;LOW POINT STA = 18+21.25 ~ ~ ' ,r NORTH CAROLINA
{ _ I m I ~ L~JW POINT ELEV - 354,99 o f,7~_ i m~- mom- ~ N~zz ~ INVT, IN 3 '6.24 (MH9) _ I ' ~ ~ ! o = ¦ ~ ' INV OUT 3 6.14 PVI STA - 18+6,90 EXISTING 25 LEFT OF ~ ~
I i Ldw POINT STA = 13;~76.75 _ _ ~ 380 , _ _ _ _ _ -r-PVL_STA-=- 14-I-80t7`~_.._ _ _ + ~ -,i' / ~ INV OUT 36.14 PVI ELEV = 38.00 CENTER LIItlE GRADE - ~ o ~ ! mri;F.. ¦
~ ~ I ~ PVI ELEV = 352" `39 ^m i -f - - ' A.D. = 10,9 I ~ d" PVI STA = 17+36.90 , . ~,n ~ ~ K =_.4.68• ¦
1 ! ~ A. D. - 12. ~ + ~i - 00, ~ nr + ~ _ . 1--_.-p~--~g~ .-378;00...._ ~ _ - ~ ~ _ . - - - ; p r 2. A.D. _ -8. 0 50.0' VC ; / ~ _ ¦
I ~ K = 26.00 ~ ~ ~ I ; I ; j o0
! i 312.0 VC i i ~ V U K = 6, > z STOP w i f 25~ o ' ~ ~ ~ ¦ ~ c, / ~ _ coNDIrION; ,
I I ! I i ~ I I ~ +N~M m ~ m 24 L.F. 50,0' VC ` ~ ~ ®1.23°d ~ J w
! i i r ! ^M =O I ! I ~M - ~ ^ f.. . . ~ / ' EXISTING 25' RIGHT OF s ' 1 STOP ~ rn j ~ ~ 5 0 RCP i I CONDITION' o = w , CENTER LIFE GRADE ~
I 1 I I. ~ mm _ ~ ' F i Y ~ I ¦
I r ~ I r~ i ~j~ZZ ! i p1 , i I i i ; j ~ p 0 0 M ~ cp r
I j ~ I ~ p t0 N^ O DO ~ I~ i i + co l I j I ° ~°o ~°o ° ° ~°o m ~ _ j tt. r O r~ % E o , 1 so ~ r7 I r ¦ I ~ •r - _
i I ~ i +NM M~ +f7 ~`1 d~° i i I W ~ ~ nM 2 MIN. ~r rrM~ / ,I + ~ ~ ~ ¦
! I ! ~ ~'~NZZry' J~to~ ~ U p ' I i i ! ^t00 U > ~ r~ ~i' SEPARATIO ~ ~r m DMZ] I ~w ~ o ~ ~
! . ' M M . a c0 ~ O w ~ i ' ~ r1 Q~~ ~y ~ Q~ ~ % i m Q~» - i i I e; _ ~ v, ~ . B" DIP ,
I i i mH-ZZZ mH_ Q' 370 _ ~ . . _ { _ _ _ _ _ _ - - . - - _ _ - _ _ ~ _ - - - - ~ U cn ~ _ Q°I _ ; . - w~ 4 m m~_ U ~~zz ~ + n ~ ~ w I WATER LINEI I ~l i i pp M ; ` a ¦
i _ 3. 0 of ! I I I - - , . -37~ _ , _ _ ~ ~ , o w ~ l., y , A
o, n _ ~ ~ I / ~ , a: 350..... f _ ; _v. ~ ¦
~ i i r7~j ' ~ i N N ~ ~`w~ ~ ~ m w / % - ° > rl rM ` Z. p o0
OAF. I ' I + M f~M '~^O ~ I ~ ^Mpi O O ^ ~ mm I ~~0 ' ~ r
_ ' 8" DI 'V Oi M N ~ Od ~ N n U I ~ w ~.1.~ = ra-?> . _ { ~ Sri ~ rn !N ~ > ~ N cow ~ rmW WATE 8" DIP u°~~ / ~ ~ z WATER LINE rn ~ ~ ~ -
f cns?~. vm~ mom m o m ~ rnoo 0 0 o wpm .J_..-- ._......+.~M _~OO,~IIM -'._-__a~„. _ ___...n]m._..---,._ iQ1_...__-D] _ tp l0 (0 N ~ ~ ~N^ ~ Nd'n1 ~ ^ D +ry~~ m m / ®1.23q ~ a
J ^~O ~ iN O N Oc0 w0 '`~O i ! +~"1 00>~ OOi~~'n O ~MPr1rl -)L--- ~a ~ _ --r?~ ' 15"~ RCP _ M o \Q ; ;
CONCRETE ~ o Mo rn !"jzo ro voi M m ~ ia~ i ' +m"~ +rnr7r~M o , SIDEWALK I I~ M Q~ N ~ °'r.o~ vi oom ~ ~moJ ^~n?~ J ~r; ~ ,T~zz~ ; % I
I mH-Z m~-ZZ ~iA.-p d' 1~~f1100`t I OWN ~ r7 ~ i0 ^~O `~'-~1~~0 N ~M O ~ 'i U VI ~ . U ~ _ _ J I~ ~ tp ~'1 N ~ N1 ~ 30" ROL ~ ~ ^a ~ + J + •IM ~ ' i a~~!> ~ o IN 'O i ~5~> ~ ~ $ ~ rn zz ~ 0 , PNC ~ i ~ ~ ~ _ a r
CURB ~ N ~,zp ~ ~m ~ ~~i I mm ; ~ v~~~? m Q~> IM Q~55> ~ -zzz 4 L.F. ' / j ~ .F• -f-' - - - N , N O ~ 7 ~ d O U U -y F- - ' m ~ - ~ - - - L ~.F • ~ i ~ ~ , ~ 1 ~°~~~gNU4a
i a~» Im Mzzp a r~lzo ~ ~ m U v~~? to ~~zzz ®,.1.0% 133; I m ''N Q~»> a~l» r<i r7 00 15 ~ RCS ~ i ,m m r_, porn ~ corn~~ . C R01/ w 12" MIN,
I ` ! IUwmzzz ~~nm;zz n,a ^ •M ~ I t ~ SEPARATION ¦ •`~h`~+'~ f ~ > I , / is r U w ~ ~ ~ i®
0~4 t"l1 ;.OT 1~ v i L ~T ~ ~ I ; ~ ~ ash( ~ M7~F M~hu1Nh i ~ 6~' ~ ~ 360. T , ~ _ L,._ . _ - _ _ - _ _ __J z . _ ~,ar_ir~ ~ ~ ~f~fl ;~6l1 w 0~ ~ ..364 M ~ _ _ ,i _ _ _ _ _ -I--- - - - I Z© _ / , _ ! Q+ 1 I
_ I _ --o o---. 24 L ~ M a I M z _ COQ U ~ ®3.3% j m r--zz ~ oq , s 'A ' ; ~ ¦ I : 9 _ _ ....370 I ~ ;
U ~ ~ N~__ 5~ I M '15~ RCP f ~ ~ / z ~ w ! , 370 ~ f ~ ~
~ I ~ , ~2 ' x > I F g~ / ~ i 00~ ~ ~ 0 0 6 - EXISTING X25' LEF ¦ N ~ s XISIING X25' LEFT OF } ~
I i U 0 I L.fa~ I z,, I .~0 , ;Q ® ~ / ~ CENTER 41NE GRp „r ""55,6 j A f ~.1a rv;~ ~ ~ ENTER 41NE GRADE •y ¦ Y
I I,.U~"~ti1 ~ 1 ~..a,1 ~ ~ 56 I 24 L.F. _ I ~€1 ' '<~s5'S~,34 08 1. ~ 3~E~t ~ %.T ~ 1. ~ ~ / ~ EXISTING CENTS 28% I ~ti hu ¦ EXISTING CENTER I 1 8" DIP
18,E __~~~~~k_.: _ _ _ 12~~MIN . _ _ _ ' 15"0 RCP ~F ! LINE GF~AADE a D~ I LINE GF~AADE I ~ ~ WATER LINE ~ ~ j ~ ¦
TION _ . _ C10 _ 4'39'. 24 L.F. LOT 26 , / _ , _ . _ i ~ j
LC1T.25 ®1.Oy 4 ~ I 12° , I i 402 ! .-18"0 RCF~ I MIN, ~ ¦ f I - _ , i ~
14.. DIP L.F. 8"~ ~ {p 351,36 ~ i ~ 18"~ RCP I i I ~ ¦
® 2.03q ~ ~ 136 L•F, ~ EXISTING 25' RIGH f WATER LINE i i i \ ~ ' ; 1' . _ _ ~ CENTER LINE GRAC IS11NG 25 RIGHT OF PvC 'NTER LINE GRADE ~ / B ~ i ¦
' ' I ~o n I ~ ~i I ~-7~ / LF' ~ , i 133 ¦
I I 108 F 8..x4.. C! .~:,',E I ~I ~ ~ { i
350 _ _ - _ r. . . _ _ _ _ - _ - 71" Lk8 ~ ! ~RUC.ER L! I 12 MIN. ~ _ _ - _ _ ¦ I ~ ;
I i 1 _ - - ~ - - EPARATION 3°,~~ ' - i - LI7T 2 I I I ~ r ' ¦ _ _ _I 360
i - I ' ~ ~ 49,63 I w ; ~ \ 12 _ ; ~ ~I 'MIN" - _ I i ; I
~ ' I I i , i ¦ ~ i
I 54 L.F. 18"0 60 ELF. 1.0% ~ ~ i_~;{~ ~7 INVi. OUT I I 1 ~ RCP ®14.78% ! ; ~ ( I 24"~ RCP INVT. Aj 345.25 ' Q ' ~ ! ' ¦ a ~ EXISTING X25 LEFT OF f `
1;~4~S~6w j I ? OUX 347.BD ! _ ~ (SEE NOTE: INVT, IN w ; CENTER DINE GRADE ~ ! ¦ I Z /
` ~ _ ! 12 I 47.25 ~ I ~ ~"F SEE NOTE: ~ t : i ¦ EXISTIN CENTER i
~ PHILLIPS ...POINT RIV P . _ . ~ _ - $ ~ _ _ _ - P I ~ 346,25 r 1-. F ~ ! LINE G ADE '
1s s C C 1'22 SCALE: 1 = 40 Iw.~~r 1. ~ 3, j INVT, IN 3 TWIN a I I . ¦ - ~ , I
! ! 344.5 ,;43,97 I Oq, j j , ~ ~ ~ 114 LF. 72"0 I ~ (SEE NOTE. } i RCP ®1.75% '2"0 ~ ~ ~ ¦
' INVi. OUT i 75%
I 342.80 62 L.F. 48"m ~ SEE NOTE: EXISTING 8" S/S { ; i 4 RCP ®2.77 t I 4 PHILLIPS POINT DRIVE PROFILE „ ,
I t ( } LINE . , C 122 SCALE: 1 = 40 ¦
i 340 ~ ; i _ _ _ - _ ~ _ GENERAL UTILITY NOT ES DRAWN BY: CHECKED BY:
1 I ; NOTE, ' I ' A) INSTALL ALL UTILITIES IN ACCORDANCE WITH THE CITY OF DURHAM ¦
' ~ CONTRACTOR TO (FIELD VERIFIY EXISTING NOTE, I I I ' ! GRADE AT INVERT, IN AND INVERT OUT OF CONTRACTOR TO FIELD VEI STANDARDS AND SPECIFICATIONS. INCLUDING TRANSITION COUPLINGS. ~C )R TO FIELD VERIFIY EXISTING ~
' GRADE AT INVERTi IN AND i I PROP05ED 48"0 `R i CP. PR P 0 OSED TWIN ~2"0 RCF INVERT] IN AND INVERT OUP OF B) FIELD VERIFY ALL EXISTING UTILITIES LOCATIONS AND INVERTS PRIOR DATE TWIN ~2"0 RCP. TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. O6~2ZIO5
I ! ' I INVERT OF PIPE 'f0 BE BURIED 12 INCHES ' ! INVERT OF PIPE 10 BE Bl I BELOW THE FIELD VERIFIED EXISTING GRADE ¦ PIPE 10 BE BURIED 12 INCHES C) ALL POWER, TELEPHONE, AND GAS SERVICES SHALT aF uNnFRranutin
' ' _ ~ I REI f1W Tuc clGl n~ ~~caiCirr Gici n. ~~~aicicn CYICTIAIC nonnr - _ _
tLtVAIIUN Al INVLKI IN AND INVERT OUT OF ELEVATION AT INVERT IN A PROP05ED 48"~ 1RCP. GIlY OF DURHAM COORDINATE ACCESS SERVICE ROUTES WITH THE UTILITY COMPANIES. F = 40' ¦ a~ nL~ 11 AT INVERT IN AND INVERT 'OUT OF
DATUM MEV PROPOSED TWIN 72"0 RCP 335.00 TWIN 72"0 RCP. PUBLIC WORKS DEPARTMENT D LOCATION
APPROVED OF THE EXISTING UTILITIES IS APPROXIMATE AND MUST BE PROJECT N VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. NOTIFY THE CITY NO.
Nq 01P .q app 'ip .0 .00 Clq .00 X00 .0 O~ a ENGINEERING DATE OF DURHAM AND NC ONECALL TO REQUEST FIELD LOCATION OF SERVICES. ¦ 0490 N a STORM WATER DATE E) ALL WATER MAINS SHALL HAVE A MINIMUM " ¦ SHEEf N0.
N r, M 0 M M r) Lq MM f0~ tO10 (Oi00 Ln iflN N~ o7M ro MM MM MM MM MM M~ MM M~ MM MM M~ MLo to M(o Mr OF 36 OF COVER; 10' MIN.
M M M n n C) a0 Z TRANSPORTATION LITERAL AND 18" VERTICALSEPARATION OATE 12" FROM STORM SEWER LINEFROM SANITARY SEWER LINES; ¦ DATE
F DATE F) WATER MAIN SERVICE TO BE EXTENDED TO THE SITE PER CITY ENGINEERING ¦ C122
10+00 10+50 11+00 1 150 12+00 12+50 13+00 13+50 14+00 14+50 15+00 1550 16+00 16+50 17+00 a REOUIREMENTS FROM ROXBORO ROAD ALONG OAK HILL DRIVE ROW AS WELL 17+00 17}50 AS CONNECTING TO MCKITTRICK LANE. ¦
¦ (C)COPYRIGHT 2005 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HQNATH ASSOCIATES. PA. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PRgIBITED

VUfaY V1 'YV Vr/Vi/ ~ F, - ,a^...: PID 183002, 183006
¦
Brogden, Phillip D and Brogden, Edythe ¦ ~
Pin; D824-01-29-84551 Parcel ID. 182907 '
5104 Brenda Ct. ¦
Lond Use: AG/Single i Family Res. ! Durham Puhlic Schools Boord of ¦
Education Zoning; R-2D r Overby: F-J/B . Existing 25~ Pin: 0825-03-30-9794 i ~ LINE TABLE ¦
Porcel ID. 183779 City of Durhom t , 227 Milton Rd. LINE LENGTH BEARING
S/S Easement Land Use: Vaaont Exempt L1 149,55 S85'01'50"E ¦
PB 151-PG 321-322 Zoning: RD r 2D' PUBLIC fxistin 25' L2 40.00 N03'07'00"E 9 ¦ Cit of Durham L3 30.00 S85'01'31"E
T RM Overby: F-J/B SO ~ EASEMENT Y S/S Easement L4 94.97 S03'07'00"W ¦
~ ~ i ~ i PB 151-PG 321-322 L5 12.00 N86'39'42"W
~'~s . S84'S6' ,r 34" E,i E L6 5.99 ¦ Durham Public Schools Board of 506'01'00"W
• , d ~ ~ - - - _ - 1 5.11' ~ 20' PUBLIC ~ ''q0 - - - _ STORM Education L7 128.00 N86'39'42 W ¦ Pin, 0824-02-59-6559 ~ L8 16.22 N8T27'11°W
_ ~ EASEMENT ~ d.;. fq ~ I f - - Parcel 10: 183778 L9 59.94 N86'1 T23"W ¦ 117 Milton Rd. r'~ r
_ j ~ ~ 24 PUBLIC 'I ~ = - _ ~ • ;x Lond Use: Comm SVC School L10 14,95
Loi - STORM ~o~~e~ . ~ ' - ~ T I - -...1 - ~ - .y, ~ I EASEMEN Zonin : RD / ~ 5/`,'~1i " N28'35'18"W ¦ 9 , V.,~`r, Lil 49.93 N34'02'00"W overlay: F-J/B , x ASS 0 C I A T E S
^ ~ ~ _ 1 _ A. _ , 5 \ ~ Lot 22 I a I 1' ~ . ~'v`'~ L12 51,00 5850131E ¦
• , ~ ~ 9 ~ \ I I ~ I ) 24' PUBLIC - _ a 's , qy = ~ I Lot 24 I' Lot 25 STORM . - ,J.. ~ ` i
°P ~ - - - 4" 4 l ~ ~ t0 ` ~ I EASEMENT ~ _ f ~ I i ~ I I I~ , _ _ _ .."x"".58.: g 2 ~ ¦ _ = 394; 16 CONSULTANT PIACE, SUITE 2(11
` ~ ~ l ? wM c18o ~ i i / / ? ~ I )I Lot 2s , I y ~ ~ ti ¦ DURHAM NORTH CAROLINA 27707
• ~ - _ ~ _ _ PHIL S PO ~ ' ~ „ ` , , - Lot 27 ¦ P 919.490.4990 F 919.490.8953 __585'09'00"E i ~ ~ 6 -
~ „ 'v ~7 ~ ; ~ ~ Lot 21 ? -I ROW L 40 PUBL~ _ ^ _ ; , ,f, 15 RC~ ) - - _ 9 ST~ ARD fH Lot 28 2 9. 6' J ` i f _ ¦ 537 MARKET STREET, SUITE LL20
y _ r ~ , , ' , 8"~ TEE t I ? I 1BO - ~ _J - ' ~ Fletcher, Harold Kent and wife Betsy ~ CHATANOOGA, TENNESSEE 37402 x> ' , - ~ Pin: 0824-02-59-0152 ¦
1 _ HEADWALL / DaVrs, .W~llrpdutR•R 1` •,t 1" B. IP W _ WM CO ~ / , ^ , - _ . ' ~ ~ ~ ! i Parcel lo; 163oD3 P 423.266.4990 F 423.266.5700 ~ ~ • I 304 Ook Hill Drive I ¦
Pin d824~ , ' d1 39 3077 ~ > ~ ~ ~ - - ' - ~r"'~..-_ LF;. / ~ , ¦ V ; Parcet.ID 18306x`° ~ ~ ~ _ _ 18"0 RCP^ / t 1 I Lond Use; Sinlge Family Res.
513p Pmt Trplt Dnx ~ ' ~A , , - - - - ..8y . WL _ _ 15" RCP'. , i ~ _ ` ' I Zonin R-2o www,[e-mail] ~ ~ 9' ¦ ' r
L nd Use; -S~ngle'far>ajly , t1' , _ ~=a. ~ , " . , . lies . , ;r ~ . tiq. _ R=J27.00 , b. ~ \ RCP s, , I Ove Icy: F-J/B ~ 3
Wl ^`Overlo . ~-U B. . , t~ ~ ~ ~ - - RCP - =i ~ Y / s. ~ , of Lot 20 j CO ; - 7a 0 _ _ I ~ e„. _ - ~ ¦ .K f ~ n ¦
~ti ~ o of ~ 0, , j a,
i Lot 18 ~ - ro ro \ 40' PUBLIC ~ v. . . ~ ~ I ~ v_ ' ~ ~ r ~ STORM HEADWALL j - ~ ~ .t ^ r t1 _ ei a~" ~04 ~ y ~ o ,
~ ~ Lo 9 ~ ~ ; U ~ ~ / ) EASEMENT I_ _ y r d .`V I I I - a ~,t~ ,Q't ti Lot 30
~ I - ) I 1 o~ - ~ j
- , ~ , I ~ ~ x• ~ _ R , Mortinez, Ricardo ~ s I ~ ~ Lot 17 j ~ ~ MEAQWALL~, 1 11 I
and Wife Elizabeth t~~ ~ ) i ~ ~ I i ~ STAN ARD FH g ~ ¦ ~ ' ' Lot 29 ~ 8'x6' TEE
Pin, ~ ( i. / ~ v r.. ~ " ~ . , , 0824-01-38-39D2 0. ~ ) ) ~ `H ~ I ~ _ " - I ~ " Ct 0 . ~ ¦ ` ~ 6 Cv L3 _ - - - ` l - ' -
Parcel 10: 183061 ~ ' : ~ ' ~ : ; " h "r ~ . ~ , . - ~ ~ ~n..• . _ ~ i q, G ti0~~- ~ _ / 1. 5126 Pine Trad Dr. ~ ; . L / ~ . a ~ r. ~ ~ rte- 'RGP _ EX. LOT Lot 31 i ~ ~ ¦ { ~ ~
_ '~0' M 1 w ^ Land Use; Single r ~ ~ ~ ~,1 • ~ ~ _ _St~Y Nt I ~ 15" RCP N 1 -l-" LUNG W/ 9ASEUE - CO WM 24" RCP 24° RCP ~
Fomil Res. I ~ ~ r k- ~ Y(15,~Nfi.~~ ~ - v Y ~ - Zoning: R-20 ~ , x j \ -tom,. / i'1 ~ , pwE ~ L1 STAN~IARD FH ¦ ~ ` - _ _ ~ ~ 8x6 TqE 9
Overlay: F-J/B \ ~ '"J ` " s ~,c ti4 / ~ . -v A 1Va RCP WM ¦ 1~a" RCP ' ~ 0 ~ ~ "
( 15" RCP' O { , L , J ~ ¦ 24" RCP ~ - ~I S - _ - ' - - -WL.. _ ~-63.79 ~
\ ~ Wes., 8"0 / B"m PVC S i ~ ~ R=4tso ~ ~ S +<ss~. ---4'L ran=~o.i~ "
ST John Lawrence V ~ ~ z~ > r ~_BUIL 1 ; ~ \ 36" RCP ~l : ~ m ~ ~ r
~ , v - - and Wife Carla ~p x K ,r , - 1 ~ } ~v 3 \ \ y ~ \ Pin: - _ - .1 ~ ~
' ° w ~ ~ ~ - ~ Lot 15 m~ 0824-01-38-3813 I ` f t'~, ~ 1 ~ 1 ~ e~ d W CO WM R ~s00,00 - s - e ='zr~i2` - -1 18" RCP
Parcel ID: 183060 \ P' t,r` e;^ ~ ^ v ~ l ~ 1 ~ Lot 14 5122 Pine Trail Dr, . , ` ":A' ~ / 5~ / / ~ ~ r 10 - ~ '0G~¢ ~ - '.x~ ~ , ~ ' ; ~ ~ ~ ~ 15" RCP I ~ ¦
ti• b., 1 , ~ ~ ~ / Land Use: Single 1 Y AR F PLAIN \ r z " t ~ I ~ C Family Res. SEE F E.M.A MAP 37063000~G 1 ~ r ' v \ LOt 13 ~ 1 M 1P WL ~ Lot 2 ~ D wM - ~ ~ ~ g~ OAK HILL DRIVE Lot 1 I I I ~ ;,i _ ¦ t1 ~ I, ~
nin . R- BEARING AN EFFECTIVE DATE OF x,'`\ ~ ° , ~ ~ ~ ~ Zo g• 20 Q I ~ ~ 15" RCP ' ~ + ` Lot 3 + wL ,1,, .1 , , _ h; DURHAM ~
Overla , F-J 8 FEBRUARY 2, 1996• A ~ ~ ' a ~ ~R , ~ ~ Y' / W BASE FLOOD ELEVATIONS RANGING ~ ~ ° % ' ;r ` ~ . ^ h" ti y /i . ^ FROM 333'-344' FIELD VERIFIED ~ , • ti ; ~ ~ . • - ' - , ' r7 \ ` - - - ~ 15" R - . - ~ ` Lot 4 ` j - - J5• y ~ 1 1~ ~ ~ I i tOdal43'~ ' _ NORTH CAROLINA
r WM ~ $ ' , _ + _J STAN,QARD ~M Ct90 ~ ~ ~ ~ ~ t ~ ¦
, 8 zs TEE1~ ~ Lot 5 ~ ~ `~l- e /t"- ~ _
~ ' ~ ~ RCP - , ~ ~ , 4.,_ ~ ~ \ Lot 12 ~ ~ 1 ~ ~ ~ ~ + 1 ~ ~ ~ c -
4 i Utley, Donald E and , a , n i N• ~ . , _ ~I - , Utley Mor oret D - ~ X45° RCP ` ~ ~ ~
9 ~ , , j ~ WNCO ~ u+ " . Pin: - a i STORM ~ ~ ~ ~ , ~ ~ ~ _ S st I , ~ Lot 6 + ~ , - w ¦
0824-Ot -38-3722 , . ; \ . . , ' .'1:x _ i y - s; ' ~ r - ~ EASEMENT Parcel ID: 183059 ~ ~ ~ S ~ / ENT ~ ~ j 't \ ~ A ~ ~ ~ ¦
5118 Pine Trail Dr, ~ _ . • v 4;~ ~y' i ~ - t `•t t ~k. :fns s.: ~ ~ 8"0 PVC , ` Land U38: Single I . * r c ,i\, ~ r., ~ \ L~2~.OD ~ + ~ ~ ~ ~ NOTE; , ~ ¦
y , F mil . , r ~ : ,.3 : o Res. , ,1. r' . _ ~ . 'ti v \ ~.f~ i i i; . Ton:i. A , Zoning: R-20 ~ p, ~ ~ ~ 1t ~ 1 + ~ ~ 3 WATERLINE TO BE i ~ ~ ~ ; EXTENDED TO ROXBORO
verb : F- I , ~ ~ 'v r ?~,'r ~w 4 ti ~ ~ - ~ ~ Lot 9 , Lot 8 O Y J/B \ y , 15" RCP , - ~ • _ ` ~ ` a ROAD, LOt 8 ~ ` `,,1 ~ \ I !`1 SEE NOTE F ¦
_ _ .w - 1 ; , ~ ~ W . ~ ~ , ` LOt 11 M CO ' 1 ~ ' I'..
- `r ~ ti i r , ~ Lot 0 ~ t rn ¦
Stone, Ted G. and FLOODWAY FRINGE ' , , ' , - t.' ~ " _ ~ ~ ~ Y ~ d• STORM R= OD Ann F 1.~ Fx~ a ~ ,rr, 0 ~ ` ` , Tm- N - fit,. ~ EASEMENT ~ I ~ e 15 R= 00 i - ~ ~ , Grubb, Robert S and wife Linda K
Pin: 86'25'17 W .,tt ~ , ~ ~ ~ ~ D824-01-38-3622 00 L ~•i \ 6 F` n ~ d,' e - t6 - - - - - ~ Pm: 0824-02-58-0746 ¦ WM + Parcel ID: 183005 ~ 301 Oak Hill Orive
Parcel ID: 183058 'r 1. • fi'e. x~ a..r,?, - - - - - - Land Use; 5inl a Famil Res, ¦ 4 ~ 9 y
5114 Pine Trail Dr. ,~1r7`fi1ii,. - ~ - 1 Reed Bett D ~ . ` Land Use: Single _ _y _ . ~ ~ • ~ a, , 4 w < - - _ Pin: 0824 01 38 5537 ~ _ - _ - _ 1 , RO ~ Zoning: R-20 r ~ Overlay, F-J/B '~P r
, _ Fami Res. parcel ID: 183052 ~ r ~ " ~ r ~ _ Zoning: R 20 i ~ r -i , , 3e • ~ _ 1228.8 '
5115 Longleaf Dr / - < , Overlay: F-J/B Lond Use: Sin le Fomil Res• ~ ~ ~ ~ 9 Y ~ ~ i k .r __sw ~ . I hl _ _ - J
Zoning: R-20 , •.Y~o ,r _ _ Overlay: F-J/B ~ ! ~ \ X0824-Of , f . , ' PLUG AND - ~ ; ,N BL CK
a[cel,'ID;•' 1 8 WATER BLOCK „LINE -R LINO 1 BO " E 1 BO N Savannah Realty, LLC L8 - _ S8T2Tll"E
i i A , 5>.IA ,Cong'IeaF Dr. s INSTALL 1 BO ~ ~Lo ~Flse: Single Fomiy Ra. 33 i l; Pin: 0824-01-47-9488 _ . S89'46'S5"E
Zoning: R-20 i , Overlay; F-J/B _ I ParcellD:182976 183,76' ~ 1143.64' ' 0 Murray Hill Or.
- _ ~ _ - - _ I~~+ Lond Use: Vac Res/Homeowr>ers Assoc. ¦ - _ _ - - ~ ~ . Zoning: R-20
Savannah Realty, LLC I Pin: 0824-01-47-3942
Parcel ID: 182973 0 Latto Rd I I I~I -Overlay: f-Jf9 - - _ ¦ - ~PdD~R COI~STR.UCTION _ BY OTHERS ~ I' i - ¦
_ Land Use: Voc Res/Homeowners Assoc. ~ Zoning: R-20 ~ i~ i i '
' ~ Overby: F-J/B _ ~ I °I ' ~ ~ ¦ ,I ! ,
~ I
i ~ CARA1 ¦ ~N .
' ~ SUBDIVI 'ION ~ 1 ; i ¦ ON
UNDER ~,ONSTRUCtION BY O~fHERS 1 r~ S i, i ~ r
gut h ~ I ¦ i
1~ l;~ ! i ~ ~ ~ ~ ¦ ~C
_ 1 i _ 1 ~ _ _ - _ , ~ ~ Le ..end , y ri. ,
1 r~-- I I ~ , ¦ ~r~e~ . t, ,'P I ! ~ uw~
; ; ' t i ¦ V7 ~ 83
- _ , - IY I _ ! 100 YEAR FLOQDPLAIN ¦
' I ~ WL , _ . , -WL ; tx q' DIVYi- ' ~ ~ ¦
~ r • S!S 8'a Pb'L' S i ' Wt ~ j
' ~ MCKI ' ~ i, rn 1 ~~~.8~;m Pb'C S/S ~ ¦ - . T ~mr?Ilact.Awe ~ S REAM BUFFER
~ ` U i i ~ - I _ _ . ,
~ , ~ ~ ~l' I I I I I i - - ~ . _ i , a ¦
I 8 ~ J~ 1 I I e
f 1 ' i + ~ ~ ~ FLOODWAY ~ ¦ I ,
I i V~ ~ ¦
A T . I an 40. ~S ¦
•88'0420" j 1 1
¦
I i , GENERAL UTILITY NOTES
I ' 15" RCP A) INSTALL ALL UTILITIES IN ACCORDANCE WITH THE CITY OF DURHAM ¦
, ~ STANDARDS AND SPECIFICATIONS, INCLUDING TRANSITION COUPLINGS,
°ol - , +I , o; Z N 8 FIELD VERIFY ALL XI TIN T ¦ E S G U IUTIES LOCATIONS AND INVERTS PRK)R t= ~ TO CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES.
h! WL - ~ ' ~i DIP ; 8" WL JS 43'~ . _ , ~ n~~ ¦
104 41 _ WL py We _Z 1 UTILITY PLAN C) ALL POWER, TELEPHONE, AND CAS SERVICES SHALL BE UNDERGROUND. ¦ °Q Q ' COORDINAT A ~ E CCESS SERVICE ROUTES WITH THE UTILITY COMPANIES. DRAWN BY: CHECKED BY.
- 8" DIP - WL ~ i ~ b" ~ _ -
_ - - i _ _ . i ; ~ , C 120 1"=so' ¦ W D) LOCATION OF THE EXISTING UTILITIES IS APPROXIMATE AND MUST BE ~C ~ VERIFlED IN THE FIELD PRIOR TO ANY CONSTRUCTION. NOTIFY THE CITY ¦
_ . Y 3 DATE OF DURHAM AND NC ONECALL TO REQUEST FIELD LOCATION OF SERVICES.
i , _ ~ L , I ~ ~ I A _ I ~ ¦ 06/22/05 2 E) ALL WATER MNNS SHALL NAVE A MINIMUM OF 36" OF COVER; 10' MIN,
- _ . 8" DIP WL NEW B" TAPPING SLEEVE TAPPING SLEEVE N p LATERAL AND 18" VERTICAL SEPARATION FROM SANITARY SEWER LINES• SCALE
' - AND VALVE (SEE NOTE Fl - IE (SEE NOTE Fl Y ! ~ ~ ~ 1~ 17" FROM STORM SFWFR I INFC ~ ¦ r . vn
NOTE; '~--WL w
WATERLINE TO BE " ",XTENDED TO ROXBORO F WATER MAIN SERVICE TO BE EXTENDED ¦ ) TO THE SITE PER CITY ENGINEERING PROJECT NO. SCALE: 1"- 60 REQUIREMENTS FROM ROXBORO ROAD ALONG OAK HILL DRIVE ROW
ROAD. 8" DIP yYL ¦ 0490 wL VON
$EE NOTE f ¦ SHEET NO.
i ¦ C120
¦
a COPYRIGHT 2005 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORATH ASSOCIITES. P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦ << PIN 0$24-01-48-2902 t
0824-01-48-5969 ¦
ID 183002 183006 P r
1 ¦
i ¦
I r 1 ~ ¦ I
¦
i
i ¦
13mgr,hs-:, L'n;li: ~ I ¦
Ey~r;q~t:n, f_rt _ Fin uP,~?h_r~~;._.:;%~'( ¦
Pai,;el il) ~ I ;,lt,tr} f1rild;~ i '
D1a.rlarrl uhli. Sct .ols E s,rd cI ¦
Farrlly P~ ( i.duCntiun on~ng~. ~ Pill' 0!'25-C3-~0-~5'7'•! ¦
C)rerWy r +,ai , i~, r Farcei ID 1337?G y ,i{ I)i,rl~iom , %2 Milton Rd- ¦
_ t% '3 ~1r;LE PRl1TEClb)N land l'ae: Voc,l,t Lxernpi r Ex~lsting 25'
_ r „ 1~ / t.r. Zanmq~. iiu / (l.~rlay; I'..~/~ I - C;~li~ of Gorham ¦
c, `S EgsFt,ient '7 ¦ P(3 951-PG 32? 3Z~.
~I I ~ I S ¦ ASSOCIATE
~A I _ _ i • - _ _ - ST(ihM EASFtdENT ' I I _ Durh~rn PuGlic >chr,~ols Board of ZONE ZONE 1 Education
+ i ~ ~ I . _ + + + I - _ a~ ' ¦ - TGT-IOi i~REA Pin: 08_4-02-59-6559
, - (srloulD rHE HGMi[oHrklPRS Farei ID: ,377$ '6C;UhJSULTA~JFL.~LL.`'UIl'E2Q1 a TReE PRC_1TEOTION r 1 ~ 7 Dillon Rd. / ~ (JUI~I~iAM, NC(c.l I C, - _ i A`;Siii,lATll,hl ~wHl)~ ,r 1'J DiL `(7) f Land Use: Ct,rnm SVC Schnr..l ,
_ - - ....~r ~ _ I _ - _ ~(".110 FCNCE / ~ zoning: RD ~ ZONE 2 p`~.~.490.40190 ~~ly4v~.~~5~
r~ + e ~ _ _ J L_ , ~ I z4 huBUC I ~ ~ _ - _ ~ •~1.., . ~ • + + ~N I ~ 4 I 1;1 I STURI~d EASEL4[NT II 1 r=- - ' _ 1 - . 1 I I / ~ G ' r c r~ _ i + + , ¦ ,`;3: MAf~K.~l ~Tf~EET,.,lJI1F LL,~U
'~r' Lr-.1 I _ la' PUBLIC = _ r _ ~ ~ _ _ _ f•• CHATA,N~~GGA,TENP:E5S~E3740?.
j ~ ~4 \ ~ ~ -~n < - I Ij 1 I i I I STrJRh1 EASEMENT-/~ - , + + s~ 10.h, ~ "~h - - ~ I I Lof '74 I Lut 25 ~n ~ i'= ~ _ i t ~ ~ + • • • • • + ~ p 423,266.4990 F 4~3.~56„3i'CO
+ + ~ ~ r i ~ + + ? + irilin".1~OY°~~6~~1G530CI6YT±;C.z:+?,d".b •
, + + vt a I~~ i;aNtJl aP~}j,LB~ ~ I J 16,113 .~t . . + - ~ ~ owr , + , + + - JIS~{1ENaLl, CleD~4D'P ~R, ^21~ Lot 'Z7 1 ~ 1 I;IPEN SP?zCE ~ ~ + + + ~o~ • / + ? ~
~ - \ -P Row i I C _J + . \ • ? + I_c-1 ~ ~ i I I - _ 16 004 ~~i i Lot 2B + + ~ilj ~ ?7 ~r,c%~ ! ~ r 1E1,4,4 Lcl2B ARE!' tl ++t / ' + + + + ? + ? + ? ~ ~ Flelchrr, Harvld Kent ood wlte 8eisy ~ ~ ~ + + + + i • • • • ' + + Pin: 0824-02-59-0152 18,4;4 SF mF-- + ? ~ + +
y,~y i~ ~ Porcel ID: 1$3003 ¦ 520 E + ? + ? • • + + ,
I ~ << I ~ ~ 304 Oak Hili Drive . / ~ i i 4 + + 4 + + + + ? . + ? ? j tend Use: Sinlge Farnlly Res. ¦
- I' '.i8,a ~ 4 + . + + 1\ ~1 - 6~I'S118E _~3--.~ - .~lY_~ - , i i ~ + + 4 + 1. . . . + + . ~ - - ~ V l / is ~ :A6.~""' ~aJ:OCr ` 1 ~ ' / ? + + + + + +~tte;-..... • . • + + + + / - 1 Zoning: R-20 ~ S}1N~ E410TIB~iD~'~ : • • + ~~y • ' • ~ ~ . + + + 1 Overlay F J, B
I - ~ ' \ ~ , ' -1 :,...ate,.'-----.__ , I.-~ m _ ~ / _ I S( I' r. ' r,;l, rr + + ~ ? + 1 c- \ ~ C18U~ / ~ ---_C1-1 "_.d.~ `E=h.6D _ -Yr
tu,~„~ ,.I , ,~r,~,,., rr,, \ . + + • • • + + ~ ~ ~ ~ ~ . i I _ . _ PUBLIC ROW y----- . ~ ~1 aa':! 3 ;32~ ~a + + o~. • . + + ~ I ~ ¦
' ~ir:y ; + + , X G` or ~ tot ?O ~ j I l ` I ~ ' ~ , ~ + + + ?
+ + + ~ 1G.00! ~f 1,a i I ~sr, R~iLE`6' „'c ~ - + ? + + + ? .M ~ I
+ + + ~ Lot r -Ij PEN SFNCE T + ? + ? - r + + ' ~ . • r.\`?+++~ \ , 11.91 i -I I ~ 1 a`~4 `~r I I C~.G 11-.- _ ARCA _ _ _ • .~.~A~,•. :."~3 • • . _ ~ep.•rr + ~ ~ ~ Lot 3G . . • : y •.r• • • • . , . 6.51 by + + , I ~ ' 18,4f~4 SF I I ¦
~ - + + ' • • ' ? ~ ~ 1(!,JLh; F I I ~ I~ STGRM EASEhdEN, r + + + + + ' .
f_--~~ ? + ~ ~ (~}~-1~ I j ~ I STOR41 EASI~i1EN1" I .-J_ I ~ 4 ~ + + 4 4 , , • • . + . + + ,~-OPEN ~,r,cF
1 ~ ~ .,f ~ i 1eF ~'~Er~i'Spr~E+ ? + ? ~ EXISTING PROPERTr' LINE 1 ~ I • . i~`~~+ + ? ~ + + + ~ AREA ' ¦ fi ; • - ,Y Lot 29 1
. . i 1 / F ' 7.0 ' + f' . . ~ Y n i ? ? + ~r ~ I ni1[J ,.1., ,.I~.-,.. 1 , j aqt '4v + . ~ ~ ~ / ~ I ~.f'. r . A. 1' PNL1PtRTM E+ + + / 1 ; 11,865 .,F , ~
h,{n' ~Ju(l• 1 f.' } + ~ i I I I 5~1z~~ ~ ~~E 4 + i ? + ~iJ ?r .v . :t•• ~ ~ ;1
~ , . i i + + _stoftY ewa~Erll .36,800 SF {Ekj ~ i _ ~ ¦ r P.oF
? +1. i C ~~a¢uwc vi. ~ 2E~,527 5F (PROP ~ ~ ~('~~•J~ ~ , _ - c 4 ? i ? ~ - _ _ 1 131 . - RpW a ` _ ¦ _
~ - !r ~ , ~ i' _
a .fJ ~ ~ i 5 LIINC,. ! SF.G _ ~-63,79 DISTANCE ~ It IrglK~~ Ij;I,P se4.5T2o„ ~ ~ _
i ~ + + + PRGPOSED DE~Et~i10N P ND ~ + ? ~ ! . .y+~ + ? + ? + + + + + + ~ '1 \ . ~ ter'+++++? ~ I_ot 16 \ ~ . 0 ~ 1C180~SLEA _ ~ a' ~ C llE. -`_`-----_--~.,E _ 5~ I. (INI,. R-41.50 ¦ 16 ~ °V rR.4N6LF~' ~ ~~'';~~~0~ 144.65' 'SIL~.WH6K-.+, io~=40.13 d,=^^Y '"'+9r""~/., I_ot ~ ~ ~ . ~j. i~ ~ A 8804 a" k. r` ~41 i ~ I r
+ + 11 10,051) t r++++++t 1 x,05 , ~ I , ~ o v ~ - _ ~ ¦
..~..1, ~ - 1 \ ~ \ , - - C / 30" ROLLED ~~cz1 s~ / - ~t.I~,II~~ q 7+ / / ~ ~-189AJ ~
r,r•J lV,,. . ~ ~ + ? • + - r LGl 1 ~ PROPEhTY t1NE F ~ ~ _ , , - - - ~ w ,A I~ t...~ i-.1.1 - o ~ % - e-so~l,o ~ _ _ ~ 1 xis6'n~^ 18 PROPERTY LINE ~ \ y%~` 1 ~ ton=95.6; - _ / ~ 1
Fin: A+ + ...t ~ ~ + . I r c ~ (to be r?moved, ~ + + ~ ~ + ? ~ ~ ~ 10 0~4 ,F ~ ~ , L82a_rli_'r< ' \4 + / ? ~+4++ ~ I_~~f 1~} 1 ~ 1,2'x25' SIGHT (to be removed) cy~ ram` _ ~F;srt`>. - a - ~ ~ ~ ~ _ ~ i %=OPEN SPACE 't trip Pnvem~nt ¦ e25• SIGHT r0 ! ~ ,~'IS,b~ y ~ 1 ~ ~ 1
Paree~. iG ~n,e + + - - / ~ • ' + 1', 1 ~ 10,096 SF ~ ~ ' i ~ ~ (STANCE TRL4NG 51 Z° Pine i~... _ . ~ + + + ? + + i ~1 - 1 4 CONC. fANCE TRL4NC~.E~ ~ ~ ~ - `1 % ~ ~ I Lc! D 1 ~ AREA 'D~ n . ~ ~ ¦ . - _ p,~~~T / 1 VU,018 SFV 1 I_ot 1 j I - _ 1 a ,
~ 406 ~ ~ Ir,~,a ~ e ~ ~ + + - - + ~ . ? + Lot 13 ` ~.1r I:_1._ rl -~~,ra, l+l u~ _ A ~ + r -oF:l.. .f ? ~ 1 ~ 'GIRO "-IDEWALii ~ , - - - D ` 25'x25' SIGHT / to vi 4 25 R 0 ~ i. 1 1 Lat 5' ~ - 17,4b6 .aF ' - n n ` ' / / 't ~ 1 ,,01 1 ~ DISTA.NCE - o _T
Farn t SJ:, I EL F C r4~F 3 b5"Cf~~-,~ A ? + ~ r1 ^ A. + + ~ ? 1 f1,04t; ,F I~ ~ ~ ~ ~ TI,T n.iF~i~F + + _ I~ ? 'Q d (!'~r 1_~ ~ i. ~ ,1. h kRIN~ 4N EF}e.l D ~ ~ ~ ~ _ <<,r,ng, fi o a• + ? + ? G~ 40 . ~ / , 4081 3. R LL''.D ,al3u~ , 19.b r ? + ' rr~.l ? ? ? ? y l..... ? + ~ 1 ~ ~Ct60 CMG r,.. 'S / - ~ 1 1 1 1 D,082. 5h ~ 305 TRIANGLE ----7 A ~ 3.3s'4 ~F ~ ~~y - 1 n 4, 1 I 3'E r 3 - ,
JVNrIa; I 'L'' ~ H.i~E V_,'1C ELE,PT6.1N`u' ENPI IIJI ~ ~ - - J ' ~ ~ _ ("R'.ir.l "t''-3h4' FIE( u t'ERIiIE.ti ~ + ? ? 4~ ~ r~ ? ? i~'p~ y,p~... ~i++ T ! 1 , ? ? ? 4 i ? ? ?1~~ ? ? YS".~.... ~ ~ " ` 1 1 ~.~r fem. , r .-i"`~'~ ~ ~ '1~(1,1hi S ~ ~ ~ 1 A A ~ i I FIVD, 25R K- _ ~ , 1 ,..~r" .
i :,i'i'.~' - ~1V i. ` Lot 5 ~ ~ I - TAPE _
~ ~ 25'x25 SWI~T~ y ~ ~i
i ~ tot i / ~ - - ~1 1 DISTANCE ~ ~ ® 1 1 '1 ~ ~ ~ ~ END EKiSrfr7 - , 1 TRIANGLE 1 1 - EOP
Utley, C,ra,f ana ~ + + ? + ? 1l),1cU tit I ~ ..-.^i % - 1 , , 1 1 ~ ~ ` / 3 ~ 3(i" ROLLED - ~ ~ 1 Lot 6 1 ! ~,1 ,y ~ = 1 ~1~}0 Chi;, lYP • i ~ ¦
,l~ir~., 41ra1. r:;. ii ~ .y . . ~ . ~ L_~ tai ~ . - N~ }'in: "i A. ~ i . ` + l 58tJ03.3 E = ~ ~ 0 ~ I 1 ~ 2 1 0 k HILL DRIB I C Q e 1 ~o,ooo sF 1 1 ,1
1173+-1 ,E , i ? 1 , 0/~ ~ E i~ ::il U , i li ~ ~ A ? , . • ~ ~ ~ ? ~ ~ .-1, ~ 's ~ . ~ DIST, 1, ~ ! Existing 50' ¦ '1, 25'x25' sicH \ ® 1 1 ~ 1 1 1 Public ROW ~ ~ 11
. - ~ 51 i n F',n e (r,:,. i t'+, ? l y y? i ~ 200.00 1 ~ ~ ? ? ~ ~ ~ L=2.29 r , LOnd ll P ;al,- I ? ? + ! - ~ % iur~=1.14 ' ~ ~OISTANGE TRIANGLC ~ i~ 1 1 1 1 ~ ~ ¦ ~ 1 1 I ! I
. ~ =0'.39'18° y d - ~I ~ 1 p, ~ ~ 1 1 11 ~ ' Lot 8 ~ ~ I:.tuac!~ ~ 1 1 '1 I
_ , , ` _ ib~040 SF ~ ~ SF ~ ~ 16 963 `~F ~ i 1 r,IDlvd~plk~cltio ~ 1 ~ ~ ~ 0 1 ~ t._ 1 1 \ ~
~ . ~ - . 4 1 ~ ? + • ? 7~, ~ ~ ONE 1 t.~t ,1 , , , i 1 401 9 t - ~ ' ,1 ~ I
..~1., \ ~ Ltt D , o 1F,186 SE \ ~ + + + + ~ 409 f ^ ~ Grubb, Robert S and wife Linda K' ¦ F=~a .oo _ / ~ - \ Pin: OB2a-02-58-0746 1 font .`L7 I ~ I I
o~ie, ItuODrvvf F,.,tJfL ? i + 41 1 ~ I (AO's I, 1 - a =o' 9 m" ~ Parcel ID: 183005 ¦
~ ('III'. - ~ • . ' 'JP l ~ _ _ _ _ _ • 7~ I 301 Oak Hill Drive 1 1 4 5106 ~ I I_ond Use: 5inlge Family Res. ¦
1 ~ _ 1 ~ 1 1 ~ I 1 Phillips POini ~ I Zoning: R-20 1 , PU LIC l.ot 7 1 \ , verl ~ F- '
„ _ 1 . d Pin T i'+ - - - - I' do Ly D i 4 + - _ 1 - P,I I~, `I-171 ,h ,31 ~ R.. 0 ay. Ji B ~ _ r- 3 W PROPOSED 16,085 SF 1 `'PA I ¦ OAEN ~ CE
I r ,...I 1305':: ~ ~ - - - - - ' I ;'rn r,a 1, 'G 1:' I rm~at,.7f fir ! ~ ` ~ + 1 ~ __:_z _,--=i__~_ ~ h ~ LTA a;uGN I ><`,REA 'D' ¦ 1 h n ' . J
t'!>rer a E !i~" I I. Cana 4 `;Inglis f um,l1 R,~e. ~ A W er, 1+4P ~ ~n ~ i 1 r^,, \ 1
r,.~; i f ~ ~~'a. I. ZONE 2 f~ ~ ~ - - . ~ _oii'na: „ i ~ V ~ TREE rROTECTION 1, F ~ \ n TEMPOR R ~ _ w;r'~or; F-J/H i ~ r r(~~, Pim 0824 vl ~,,$_?_6i y I FcNCF '~C1lA~ h Y T TI RN ~Rr,RY °T" TURNAkOJND~ r-_.-_-~-_-_ _ J
I I Parcel '0 ~B,GI5 ~ C100 TO EE FROJIf LD UNt I A 5114 E,ingl?af Dr. ~ PHILLIPS POINT DRIVE E F'RO'Jlf'ED UNLESS I Savannah P,eolty, L.a - , _ i ¦ IP$ POINT DRIVE IS I Pin: 0$2a-Ut-47-946$ -
I j ,Land Use' ;inralr Family Res. 1 \ Zcnlr: ,4-.20 ~ ~ COMPLETED PRIOR TC , ti ~ ~ _ 'LETED PRIOR TO CONSTRUCiiON ~ ~ Porcel ID: 182976 ¦
r - _ PHILLIPS POINT DRIVE I ~ 1 Overlr,~, E-.L18 ~ I I IPS POINT DRIVE 15 TO TIE WITI~I ROAD.I 0 Murray Hill Dr. - _l Lord Use; Vac Ras/Homeowners ~ssot. ¦
j I ~ ~ T ~ 1 I ~ ~ ~ ,avr.,nnnh Reol#y, LLC ~'1 T - J - - Zoning. R-20 I I -
Ts._r ~ ~ Pin, 0824-u1-47-39A2 ' T` I I I F~ucel IU, 1829 I~ I
D lafta Rd L. ~ - \ Land Use: Voc Res/Homeowners Assoc, I I / ¦ ' 3.1 I i I ' 1111 r ~ I 1 I ' ¦ ~IIpiU I11j~~~
Zoniny: R-21) ~ I i 1 t~ ~I ~ N CAR41 ,
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Brogden, Phillip D and ¦
Brogden, Edythe Pin: 0624-01-29-6455
Parcel ID: 182907 ¦
5104 Brenda Ct, Land Use; AG/Single ~ Durham Public Schools Board of ¦ LINE TABLE
family Res. i Education Zoning: R-20 ~ Pin: 0825-03-30-9794 LINE LENGTH BEARING ¦
Overlay: F-J/B Existing 25 Parcel ID. 183779 L1 149.55 585'01'50"E
City of Durham 227 Milton Rd. • S~S Easement 3 TREE PROTECTION Lond Use: Vocont Exempt ¦ L2 40.00 N03'07'00'~E Existing 25'
PB 151-PG 321-322 0110 FENCE Zoning' RD City of Durhom L3 30,00 S85'01'31"E ¦
Overlay: F-J/B ~ . S/S Eosement L4 94,97 S03'07'00"W ¦
. -w 20' PUBLIC PB 151-PG 321-322 L5 12.00 N86'39'42"W L6 5.99 ASSOCIATES S06'01 00 W ¦
I ~ S8 STORM EASEMENT Durhom Public Schools Board of L7 128.00 N86'39'42°W Educoiion
w J 4 56 34"E _ 1t ~ . . Pin: 0824-02-59-6559 L8 16.22 N87'27'll"W ¦ TOT-LOT AREA Porcel ID. 183776 L9 59.94 16 CONSULTANT PLACE, SUITE 201
'o ~ , j= _ - - - 05.11 ` ' 3 TREE PROTECTION (SHOULD THE HOMEOWNERS 117 Milton Rd. xk{, N86'17~23"W ¦ ASSOCIATION CHOOSE TO DO SO) Land Use; Comm SvC School ~v ~ ` L10 14.95 N28'35'18"W DURHAM, NORTH CAROLINA 27707
o ` ~ ~ \ ~ 24' PUBLIC ~l - ; _ _ C110 FENCE / ~ < . - Zoning: RD L11 49.93 N34'02'00"W ¦ P 914.490.4990 F 919.490.8953
lot 23 ! ~ _ _ N ~ •r r, ~ - I ~ N • ~ STORM EASEMENT - ~ - ' ~ ~ ~ ~ I 17,417 SF j ~ ~ - _ - - Overlay; F-J/B L12 51.00 S85'Ot 31 E ¦ 537 MARKET STREET, SUITE LL20
' I r 5216 i II I r, _ , ~ ~ ~ I I - r j r'`' ` CHATANOOGA TENNESSEE 37402
~ Lot 22 24' PUBLIC - O~ ~ ~ ~ ~ ~ ~ I STORM EASEMENT ~ r; ` ~ \ r, 10,670 SF _ - ~ ~ Lot 24 II Lot 25 _ _ - S84'59 2 ~ E ¦ _ P 423.266.4990 F 423.266.5700
9~ ~ ® ~ ~ 16 000 SF ~I i; I I ' ~f ~ j ~ 16,005 SF '12' 39,4: ' ,
~ i ~ o` N 14 it ~ ~ j ' ~ ( II ~ Lot 26 ~ www.horvalhassocfates.com ~ ~ _ -.585 09'00"E
„ _ 4 I ~ _ NQ' ~P$ pQ~" 16,773 SF ~ 229.66' ~ OPEN SPACE - ' / ~ ~ / ii ~ ~ -
~S ~ cteD 40' 1 Lot 27 ~ ~ Lot 21 h ~ ~tBIJC ROW I ~ ~ ~ ~ i ~ ti ~ ~ - - _ ~ 16,004 SF / ` Lot 213 ! AREA B ~ ~ . ~ ~ ~ Fletcher, Horold Kent and wife Betsy ¦ _ .
y,, , 10,527 SF, ~ ~ 124' ~ L.. - o ~ , , 123' _ - ' 18,474 SF - - - ~ ~ Pin: 0824-02-59-0152 "'J ~ ~ Parcel ID: 183003 ~ ¦
_ ; ` . ,{1oa~ ~''C'~aWfh R , l w y' + b - 00 ~ ~ ~ C , ~ ® ~ ~ i 304 Oak Hill Drive r ~ ~ • ( Land Use: Sinlge Family Res. ¦
N , .v "t~irw, d 4:- ~ D4`9, ` - - - - ~4,, 1 0- l~ ~ `,n, ~ 14 Zoning: R-20
>Ptiref^I t.;.l w 4 .,,.,,,p 2 fd3;8-6"_ ~ma i. ~2' , R , .Q ,,c ~ - , ~ a - _ ~ ~j - - - - ' a XI TING. SOOT 121QGti, k ' i Overlay; F-J/B ! ¦ , `T.~` REMAIN ' ' x 1
. 9 . ~ : , ~ ; , ciao _ L=e,eo L Od',t,I~,:,~IR~I~ F4~dfy.,. t ~ s , N m 4 R-327.W ~ e , . ~ ~ _ PUBIJC RpY1r L=e,eo ~ 3 R-327 W ° ~ ¦ Tan-3.3 ~ I sF i
. ~ • Q++n9 , ; ~z ~ .l'~..,- ACA Ot' _ 115' 7 - - i~ , .
~O.verlay;t~-~h ~ ; . ~ ~ ,.r • . • l tt k. g 0 - - ~ I ~ ~ , ~3 r. y , . ,D ~ ~ Lot 2 _ _ ~ r." ct' ~ j a m ~ ~ t
- • ,oQ 10,002 SF ~ g1' ~ ~ 30" ROLLED - ~ ~ Lot 18 g - 2' PEN SPACE' 1 ~r ` a 521 i ~ - j~ 10,654 SF ~ j C&G ~ AREA 'A' ~ ~ ~ , A k . ~ ~ I Lot 30 t .o
r" 'a. , , ~ i 0180 _ _ ~ - - , Lot 19 I ® ~7,g' I 40' Pueuc ~ STORM EASEMENT-_ _ . ~ `ii . S~' app... 1 ~ 10 18,404 SF I ' ~ ¦
0,006 5 • Pfl 0 1 F j I 2D' PUBLIC ~ - - 1 ~ a ~ I I I STORM EASEMENT _..J - _ - ' l ~ ¦
54c9~ ~ ,i i q ~ ~ ' J EXISTING PROPERTY LINE i ~ OPEN SP CE ' O.AEN`~~PQCE 1 1 AREA
t~ ~ \i ~ ~ ~ ~ ~ ' Lot 17 , ~ ~ _ Martinez, Ricardo ~ ~ ~ I ~ ~ 11 720 5F / N and Wife Elizabeth I i y' ' ' lot 29 ~ ¦ - A~~A B iZ,g' ~ 1 ` PRD~R tJNE• - ~ ~ 11,865 SF L3 ~ TNG ERTY - - 1 - _ _ L12 ' _ ¦
~ ~ ~ ~ Y, ,ti Y , Pin: ~ ~ 0 ~ I ~ 5 1 ~ ~ r }x5 , _ _ _ " EX, LOT Lot 31 1 ® ~
0824-01-38- t • Y" • , ; ~ . ~ ~ Y 3902 N n - i ~ j t` ~ , Parcel ID. 183061 , ' ~ - _ „i- 1~,. ' "'k ~ , W ~ • a e ~ ~ . _ ~4 \ -stoat eR'cK Nt 36,800 5F (EX) I ~ ~ 111' tJ 178,9' ~ ¦
5126 Pine Trait Dr, - ' ~ r. - ~ ~ ~ ~ ~ Land Use: Sin le ~ a-._ i- - O g ~ ,r,~> . ~ ~ - ice, - - ~ - '~a wf ensEMt ,527 SF PROP '1 ~ ~ a L1 ,
family Res, ~ ~ \ 1, ~ n' , ~ , , X, RFA Zoning; R-20 -'1~ _ ~ ~
. ~x , , , ~ / ,~1 Y 1. ~ , - - 5'x25' SIGHT ' - I ~ ~ ¦ - - , 1 4 5 CONC. ~ ICP'(EO _ _ L-63.79 i
-l ^ ~ PROPOSED DETENTION P D p. x \ Lot DISTANCE . C180 SIDEWALK / qEp „ - _ _sea•s>'2o~E 5~ CONC. ~ Rdt.50 i \ o ` TRIANGLE- ~ r gE 1a4:6S~ Ton=aa.t ¦ ,,5 Lot 16 ~,9 , - w i i - pY,,.~O . IDEWALK-- ~ . OAK HILL DRIVE
.,xAi 15 ti `1 ' ~ > - 10050 n .afros 2a t ~ 10.050 SF ~r, - 4..~a _ 4 25~R ¦
NO ILD. ~ 1 6~ 4 ST John Lawrence V ~ ~ t M~~;~ ~ ~ ~ , y ~ ~ _ _ r" ~ ~ 6 ~ ` 25'R ~ I ~ 'o ~ ® ~ ~ ~ 1D3' - - Dl DURHAM rt ' 25'R ' t 0 V ~ , ~ .I36+ d. ~ 54 L-teo.w + ~...t ¦
XX - I ~ ' v.R ~ _ ~ 1. , { ` ' • ' ,,p . , , , ~ - - - ond Wife Carlo ' ' - _ Lot 15 • ~ PRI ,1t F` ~ W _ R~.~ NORTH CAROLINA o ~ . ~ - - ~ ~xistin 18' ` \ PROPERTY LINE l i ~ / _.i c~0 , ion=95 L7 ` ti 9
. , _ Pin. - w ~ ~ ~ ~ . ~ ~ ~ ~ 10,054 SF + 0824-Ot-38-3813 ,,4 m. i ~ ~ ~ r ~ (to be removed) ;,,-5q»E„ 61 , n-¦zr39~a2`" _ -1 OPEN SPAC 1 ~ ~tnp Povement ¦ 1 1 T3g2 ~
Parcel ID. 183060 ~ ~~;r ~ ~ _ . x ~ j ~ , ~ Lot 14 ~ 404 ~ 25'x25' S ' + . ~ - ~ - `y~• p~' ! 10 096 SF ~ STANCE , 25'x25' SIGHT p, - - ra_~b ~ 5p - i ~ ~ ~ ( ~ ,R J ^ ' T TRIAN - ~ ~ ~ ~ AREA 'D' I ~i 25 ¦ ~IS ANCE G1.E ~ - Tp BE \ Lot 2 1 o~•
5122 Plne Troll Dr. r. i ~Q ~ 1 ~ 1 4 CONC. 1 Land Use: Single tOD YEAR FLDOD PLAIN ` „ , Lot 13 406 ~ IDEWALK 1 ' 1' 2 'x25' SIG T ~ ~o' ~ ~10~ R•DW1~At1:D " / 6p _ - ~ X00,018 SF, Lot 1 °
Famil Res. SEE F.E.M.A. MAP 3706300058 G i ` , , R 10 040 SF ~ 1 ~ CSBO Y , ~pOD ~ ~ Zoning: R-20 BEARING AN EFFECTIVE DATE OF. ~ ~Q FEBRUARY 2, 1996. ? ~ r,'.s~ ~z *,4f~,~ ` ® 1 S 30"IR L~D ` ~ ~I 25'RO~~-25'R ~ 1 LAt 3'' 17,466 SF I " 1 07 , ~ , STANCE ¦
Overla : F-J B BASE FLOOD E VATIONS RANGING' K' ; w ` ` ` > ` ~ h 0180 C&G' ~ Y / w FROM 333'-J44~ FIELD VERIFlED ~ ~ ~ ` ' \'R A~ '`w ` r' ' , ' g~ " - '1 ~ - ~ ~ 1 ~ Lot 4 ~i ~ U0,082 S~ 3® T IANGLE I , .-%-T~e3'a~'aa~. '~_3. 69 ~ ~ ~ 1 10162 S 1 ® 1 ' \ ~ I 25 R tocat' o 1 9 R , I a:
I ~ _ y _ - 1 ~ ~ ~ - - 80~- - - ~ ~1 1 1 © \ t ~ \ - j-( ~
Msa1~ , \ Lot 5 \ 1 oG ~ u,+~ .10,000 SF 1 -
Z ~ rv v . ;,:~c v, ~'t» 1 , ~ :R'` ~ i Lot 12 ~ 1 O, ~ 94 N ~ ~ 25'xZ5' SIG~~ 1 ~ t ~ A ~ 3 30''Z$ALLED J '~G cA, t DISTANCE 1 ® ~ ~ \ , ~ C140 C&G, TYP, I
Utley, Donald E and ~ ~ `i 10,120 SF , , r OPEN SPACE AREA A •s1` , • o ~ TRIANGLE 't, t ~,5 \ IL DRIVE ¦ ,r 1 ~ OAK H L , ' 1 \ ~ \ ~ 5~ oo Existing 50
Utley Margo et D ~ - ~ ~ ® _ • = i' t lot 8 \ ~ ~ Public R011 ¦
4 1 3722 ,j 082 0 38 ~ ~ e ~ - wrn ~ ~ ' i Parcel ID: 183059 ~ rf ~ z', - ` - 100 . ~ 1 ~ t 10,000 SF ~ \ \ I \ 25'x25' SI ,T ® \ j 1 ~ I I ¦
, 5118 Plne Trail Dr. ' ~ , d ` ~ ~ . . ' 1 DISTANCE TRANGLE ~ 1 , 1 \ \ ' '~1 ~ 3 ¦
Land Use: Single ~ ~ , ~-z' Fomily Res. ,mow 't, ,p - / - - 1 _ \ ~ 1 ~ ~ Lot 9 ~ Lot 8 5' CONC ~ ~ ~ ¦
Zoning: R-20 ~ .~.h -,P~ _ - ~ _ 1 ~ Lot 9 - ' ~ , y ~ F. d`9 t r. - ~ , ' _ - ~ 16,040 SF 16,040 SF ~~2~ 16,963 SF , ~i SbEw CtE1 A ~ 1 0
~ t ~ Lot 11 Lot 10 ~ ~ 1 t. _ ~ \ ~
~ t J 011./ , v << Q 16,186 SF + c \ - . Grubb, Robert S and wife Lindo K ¦ 1 1 R- .aD 1
FLOODWAY FRINGE ~ . , ~ , ` •4' ' ~ 6. ~ ® ~ _ 16,009 SF 1 Stone, Ted G. and , Tan .37 ~ - - ~ Pin: 0824-02-58-0746 e =tr~ is ~ - - - Porcel ID: 183005 ¦
Ann F v . ~ q , . ~ t ~ ® i Pin: . N86'25'17"W - t ,a . - t ~ l . - i f 'r1 t a ~ N 20 1 ~ ( 301 Ook Hill Drive 1 ~ ~ 1
D824-01-38-3622 2 L9 . ~ t:'~i~' - - - I Parcel ID. 183058 00.11' - _ ~ ` - - - ~ L - - ti \ ~ 4' ' 5106 Lond Uae; Sinlge Fomily Res. ¦ ~ , P o ~ Phillips Point ~ Zoning: R-20 \ i UEBLIC Lot 7 ~ Cverk ; f-J B
j , r4'4+' 5114 Pme Trail Dr. _ - Reed Betty 0 t ~w1 :*1~*¦ ~ \ - - r. !!q!!1~~, r Lond Use: Sin le • ~ ° - r ~ - ~ - _ - - - R•Q.w ~ 16.085 SF ~ y /
Fomil Res9 I Pin: 0824-01-38-5537 ' ~ ~ -'c ~ _ _ - - , y Parcel ID; 183052 ' I , , u.y~,;; ~ r.. I'~ N87'13'S2°W i • _ , • ~ _ - _.I SIDEWALKS OPEN SPACE o ~~g i LTQALIGN ~ AREA 'D~
Zonin R-20 ; , s ~ - ~ 1228.8 g' 5115 Longleaf Dr ~ c ,w ` .,4, ~ aR_ ~ - Overlay: F-J/B Land Use; Single family Res. ' ' ~ Q~' ~AO+p,a! qnG w Jni«~i - - , ~w tv - J maw . i ~
Zoning: R-20 ~ c• ; Donna L TREE PROTECTION 9 \ ,~h1: ~ -0.1'~38~y598•'; FENCE CitO 2 TEMPORARY TEMPORARY "T" TURNAROUND ~ ~ .
Overla : F-J/B _ y -I ~ ...,Penal ltl:'t8JDt5 0100 TO 8E PRC 2 TO 8E PROVIDED UNLESS ~ Savannah Reolty, LLC L8 S8T2T11"E !00 ! i Pin: 4- 1-47- 4 - $89'46'55°E
~ 3114-,Longieof Dr, ~ PHILLIPS P La1~Q'Uae: Single Fomily Res. PHILLIPS POINT DRIVE IS 082 0 9 68 - COMPLETED PRIOR TO CONSTRUCTION i Porcel ID: 182978 183'76 1143.64' ¦
` Zoning: R-20 COMPLETED ' ' ` ~ PHILLIPS P I ~ Overlay: F-J/B _ - - . _ _ - ITH R A ~ 0 Murcoy HBI Dr. • _ -_PHILLIPS POINT DRIVE IS TO TIE W ~ ; ~ Lond Use; voc Res/Homeowners Assoc. ¦
X . - - -.i _ y ~ i - ! _ Zoning: R-20 i _
~ ~ Savannah Realty, LLC ~ Pin. 0824-01-47-3942 i _ + -
l 1 ,iX Parcel ID: 182973 I 0 Latta Rd _ i 1 sae
' I - - - - . - Lond Use: Voc Res/Homeowners Assoc. Zoning: R-20 I ~ i ¦ ~Q °t. ! i ~ ~ a~ ~ 0 ¦ ~ ~ ~
Overlay: F-J/B , , f i:i ~ A
r - -I - i a ~ I ~ Q ` ~
i i ;
E i EXISTING LATTA~ WOODS ¦ '
• , I F
j ' ~ ` I SUBDIIVISION ¦
i i , i ~ i'r i f ! I UNDER CONSTF~UCTION ¦ oS'
BY OTHERS i I ¦
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ENA~NI,'E A D FUTURE~CONSTRUCTIONI IFOR MAN ¦
• ABC STONE BASE W/2~'I-2 ASPHALT PROPERTY LINE ~ APPROVED EQUAL PROPERTY LNE ¦
I ii0• I ¦
I CURB 8 I Le end OVERALL SITE PLAN 1
~ I 6~ 0 NOTES 1, PLEASE NOTE LOT DIMENSIONS ARE APPROXIMATE, C1OO I'~=60' ¦
F 0 SEE FINAL PLAT FOR FINAL LOT DIMENSIONS.
EXTEND SIDEWALK v WHEN HAMMERHEAD ~ I SEWER EASEMENT ¦ 2. 100' CITY OF DURHAM STREAM BUFFER LINE RUNS ALONG 0 30 60 120
IS REMOVED 4 BACK OF LOT LINES, NO NEW LOTS WILL INTRUDE INTO THE N ¦
~o Lr ~ STREAM BUFFER, DRAWN BY: CHECKED BY: ScALl::1^= ~o ¦ JC
pa a Is' 3, 50 & 100 FOOT WIDE UNDISTURBED STREAM BUFFERS EACH
x ' SIDE OF STREAMS, MEASURED FROM TOP OF BANK, NO : STREAM BUFFER ¦ DATE CLEARING, OR GRADING OTHER THAN SELECTIVE THINNING AND Q6 22 05
~ CURB BIOUTTER TCH EXISTING a MA 24' 30• CURB B GUTTER ¦ ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED.
WHEN HAMMERHEAD ¦ SCALE -
'a BOC BOC IS REMOVED 4. MINIMUM 15' BUILDING SEPERATION REQUIRED. 1 60
Izz za i FLOODWAY FRINGE ¦
40 ROW o 0 7 PROJECT NO.
rc 0490
40' RIGHT-OF-WAY ¦ SHEET NO.
• FLOODWAY ¦ cloo
¦
TEMPORARY TURNAROUND 2 i
C loo NOT TO SCALE ¦
¦
©COPYRIOHT 2005 THIS DOOMENt AND ME DESIGN ARE THE PROPERTY DF HMAM ASSOCKTES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
i

I
I PIN 0824-01-48-2902 ~ In ~ ~ m
Brogden, Phillip D and I 0824-01-48-5969
Brogden, Edythe , Pin: 0824-01-29-8455 I ~ PID 183002 I 183008
Parcel ID: 182907 I
5104 Brenda Ct, Lond Use: AG/Single ~ Durham Public Schools Board of i
family Res. Zoning; R-20 Education LINE TABLE
Pin: 0825-03-30-9794 Overlay: F-J/B , Existing 25' Parcel ID: 183779 LINE LENGTH BEARING ~ uT
\ \ City of Durham 227 Milton Rd• S/S Easement Lond Use: Vacont Exempt Li 149.55 S85'01'S0"E o 0 I ` L2 40.00 N03'07'00"E ~ ~
15.L-PG .3.~1-322 Zoning: RD SEWER MANHOLE I Existing 25' L3 30.00 585'01'31 "E I I City of Durham N r7
PoM - 34z~z' ~ y \ "t Overlay: F-J/B INV 1N .536.14 , A v V\\~ ~ ~ \ V \ ~ ~38 ~ ~ j ~ S/S Easement L4 94.97 S03'07'00"W z
IN4 ODT =33074.,. \ , \ / ~ ~ _ PB 151-PG 321-322 L5 12.OD N86'39~42;'W ~ z z
~ \ 4 E L6 5.99 S06'0100'W - z z ( Durhom Public Schools Board of L7 128,00 N86'39~42"W U_l z z
\ , v.~ V ~ ~ A \ ~ 05.X~ , . 11 . I Educoiion g g Pin. 0824-02-59-6559 L8 16.22 N87'27'll"W ~ a d
_ ~ ~ ti ~ _ - i ~ ~ \ (380)- - / / / / / ! ~ , Cam... \ , \ ~ ~ ~ ~ ` SPkING WELL • / Porcel ID: 183778 W L9 59,94 N86'17'23"W ~ ~ w 117 Milton. Rd, W
_ , Land Use: Comm SVC/School IRM~~F73% L10 14.95 N28'35'18"W ~ a
. _ ~ . • ~ / _ - 0 _ . ~ _ Zoning: RD / INV IN~• 3 4~F L11 49.93 N34'02~00"W Overlay.,.E-,fJ~B 1Ny r , s 0 ~ N
1 ; ~ , / ~ \ >l ~ E I TUJG SPRIN WELL r ~ ~ \ _ - ~ _ - _ L12 51.00 S85'0131"E z
- • - - / _ ~ , „ OUSE ('~o obando~ned) EX' I`iTJA16"~BLO MP~ ~ ~ _ - ~ v'. . x"_84'592
, r / , \ ~ r - _ - 39,4, 9 ( I
, ' / / / ~ ~ 370- / ' % ~ ~E (to f~e d ed) v ~ \ M \ \ ~ - - X1~11~6 C~rY OF\DU HA ~ ~ / 1 I etocx
. y a . • a- 2$ S Ff EARS NT, P. / _ „ - f ~ .v e. ~.a ~ ' S. r a ' \ \ / ( MATURE PINE• 18 + SAL. / ~ / i / / PUMP HWSE T~ ~ NHOLE ~ ' ~ ` 1 / ~ S85'D9'DD"E \ - _ _ / ~ M e O+ \ \ _ . \ \ C 229 - • ' ` ~ I 66'
\ ? \ PB X51~P 321-322 ~ _ i - ~,C~ . ~ \ - /G ~ \ / UNDERST~RYf PINE DAR~`HO LY' 1 1 E ISTIN~Q EE LINE iTIN Q~2EE LINE, EXISTING FOOTBRIDGE IN - ~ ` ~ ~ - - ~ / ~ ~ t .
- (t,Z remd ~ ` ~I ~ ~ ~ ~ Fletcher, Harold Kent and wife Betsy I - k •v i J „ ~ ~ Pin: 0824-02-59-0152 . \ , ~
4 , v P E ~ y Parcel ID: 183003 'I ~ ~ _ r \ ~ B H ,mil 304 Oak Hill prive I
~ ~ _ Q~ ~ ~ \ \ ~ ~ / \ ~ \ j = i' , ' ;i / „ ~ EXIST G CITY OF DURHA \ y \ ~ I Land Use: Sinlge Fomily Ras. ~ - CITY OF DURHAM - ~ \ ` ~ i ~ ~ Zoning: R-20 © COPYRIGHT 2004
\ ~ ~ \ \ b\~ \ : . ' E r ~ \ _ --(360)-- - - ~ f / _ , / p~ ~ / 25 S S MENT, R ~ ~ _ / , 'y~ ( / \PB 151-PG 3 1~-'32 v ` V~~y a` ~~`v ~ / MENT, R N LE` ~c\~~~ • ; C ~ i~ ~ r ~ Overlay: F-J/8 I THIS DOCUMENT AND THE
Land Us d, v ~ v ,v~',~ \ / l ` y v ~ v ~ ~,'v v,'y,% v - ~ ~PG 3 1~-~32 n * ~ ~ ~ ~ 3 DESIGN ARE THE PROPERTY OF ~
- - ~ „ _ - - = _ - ~ ~ \ ~ , RL HORVATH ASSOCIATES, INC \ \ ~ i p ~ ~ / " A ~ - .~,\\;C _ - ~1 ~ ~ ~ ~ n ANY REPRODUCTION WITHOUT
v ~ \ \ ` / / E STING 8 PVG S f s I , - ~ \ ~ _ , Q- , f % p ~ PRIOR WRITTEN CONSENT IS
v \ . o v \ ~ ~ ~ ~ ~ ~ [XI$TING .RdTERMITTEyT STREAM a " PROHIBITED _ 'x l
\ • \ \ ` 0' ~ ~ 1 - .---C/1_OF~l11STING 25' WIDE CITY - „ ~~.4 ~ f,~Xl TIKlG PROPERTY~LINE - " I
~ d\~' ~ \ \ - _ E / / OF DURHAM SANITARY SEVrER"' ~ ~ \ , \ \ \ \ ' ` ~ ~ ' ~ EASEMENT SEE PB 118 P1 22- ~ , 'y \
~ \ \ ~ \ ~ - _ ~ AND DB 14~ 66 Y3~ !„_~a `g 4v s zs' WIDE~CIT'r 1 F P _ / ~ ~ \
t ~ \ 5 RY SEWER E ! / ~ v \ ~ \ f P9~ 4 PG 187 " - i ~ ~ " \~l ` rt, ~ - ' ~ ~1AT R~ HARD~,r0150 AND SOFTW00~ , - J , - ' . - ~N - OAK, BEEC ,PINE: 2=18 + CAL. '
• . G 9 ~ SEWER MANMdLE , Martinez, Ricardo \ ~ \ \ ~ _ 1 E- ! _ \ \ ~ , ~ o UNDE~T RY; PINS, CEDAR, HOLL L~~ f ~
and Wife Elizabeth ~ `~~V~..~~ . v~V V / i~N = 334.3i' ' ~ . ; .;I h ~ < . - - .a - 3 ~d K B ECH _ - w I Z
Pin: 0824-Ot-38-3902 ` ' \ . \ \ , " r iNV our = 33x1 _ - ' ~ ~ v\? ,v \ ` . \ EXISTING PVC 5 S \ • Porcel ID: 183061 'w ~ ~ - . ~ ~ ~y~ ~.\VA y ! - ~ / _ ~ v ~ ^C v ` , ~ ~ • i , sr~Y eat r _ _ - o o , ' - ~ a`0 I I Z V J ~ pNG wI BASEMEH O O _ D I ~ '
- 5126 Pine Trail Dr - - Land Use; Smgle Family Res, 'a~~ ' I , \ ~ py~ / - \ \ \ ~ - ' ~ ~ I ( ~ i i / 'Z l r- - ! I
, \ = ~ -~\J EXISTING PERENNIAL ST EAIA~ - \ - \ ~ = Zoning: R-20 ~ I vvd` ~`y ~ ti ~V ' ~ / 'R / ~ _ v ` o ~ ~ \ \ I~ ~ 16" PINE ;r ~ ` \ ` ~ ~ \ \ - ~--,T i _ - ~
Overloy: F-J/B ~ , 1'. H V`. \ . i4 P1NNI: 2a" PI / x,\`~ ` 1F \ ~ ~ j , i i` i I I I d~n`~c!~. \ \ \ `3, ~ \ ~ 8" PINE \ ~ \ h".-~ ;'t i i i pI ~ ' ~ i` i O ~ 1 ' ~ i DAVE ~ , ~ ~ A J o ~ O Ol ~ - ~ ~ / b -EXI NG HOUBE ~ ~ ~ , ~ ~ ,aA~~" , ' ~ ~ I ~ o0
` ~ 1 ~ \ ~ ` ~'v \ \ \ - - , 8" PINE ` ~ ~ Y\ ~j,y ; f~tISTIyG ~R PERTY .L~+NE~ • o O K ~ ~ I u~ )PERTY .L~+NE~ f' -(to r~pain~ i ~ ~ - ~ I a I ~ I - l 01. ~ ~
~ v~~ v •;~.v', y ~ A 18" PINE/ / , A ~ V ,v yx `.4 v % %N BIitCD ~ - ~ i / - ~ j J i ~ 15`fIN ECL , /FX = ~ ~i c ~ ate.'./ _ 2 K \ \ I I cD rn
I ~ ~ o v bur ; ~ SS t, ; ' ~ - - i R,FY.W,-k0~ BE DE'DICAT I ` ` \O \ ~ ' ~ \ \ - EAtr FLDOD PLAIN ~ i ~ ' ~ EXISTING GRAV~ -DRIVE ~ - - L ~ N i ~ g~. ~ ~ (to remain) ~ - - _ - ~ ~ Q Z K
, ~ ~ ~~~C\V ~F,, tT, . V ~ v 8„ PI ~ V A V)' V ~ "~'~P l O~CRE~ i - ~ - / , V . \ \ ,'K \ -~i\ if~IFLO VERIFIED. ~ ~ ~ ~ ~ _ _ / / ST Jahn Lowrance V Jr. \ e b\~~~~ ~ \ , \ F IN.~UD S Q,842 AC / = - ' , - / ~ l ~ ~y `a Y ~ \ \ - 18 PINE ~ / IT ,{t / - r- -
ond Wiie COrla 1 S ~a\v d v \ ~ \ \ 4 W HIP IVAn~ / % ; \ 5 \ v.,v . \ \ ~ \ E/ /A ES3 EASEMF~tC1 / Pin: 0824-01-38-3813 ~ ~ ~.v''Q ~..C \ ~ ~ . ' ,x ~ „ . yC ~ - ~ - - \ / ~ / - ~ '~0K ~ t I
Parcel ID: 183060 ~ \ d,v p v . \ ~ v v \ ~ \ < < / / j ~ / / / 5122 Pine Trail Dr. ~ 10 YEA F100D PLAIN \ \ ~ ~ \ v v / ` X\` ~ / / / / J _ ~ ,
SE F.E.,~j,A. AP 37063 00 C ~ ~ . v " , d`~, v \ ; , ~ / / / / / / / / . , ~ i' \ Land Use: 5in le Famil Res, '9 ~y ~ / 9 y BE ING AN ECTIVe D~TE~ `VC~ v`v ~ p v v v \ ~l ~ ~ ~ _ I ~ ~ v •r Uti \ n ~ / .....-y ~ RA.W, TO 6 DEDI~ T D - ~ ~ I "i~~ 1,-- _ _ o
Zonin : R-2D ~ v v \ \ \ 1 EX TI G T R TENT STREAM 'f " 9 FEBRU~gR 2, 996 \ \ vvv~ v~ ~ ~7 \ ~ , \l / lg X~I IvjIT 6 K AT~RE HAR OOD AND SOFTWO D _ I BASE FL LEVA~IONS RANGING v L X ~ / / ~ ~ / / ~ „ \ veil :FJB w ~ R ~ 1 o W QD ~ ~ ~ I-- f°I 1 ` y" 60 WIDE PRIVATE _ I ~ 3 I i ~ • 3 ~ O ~ 0
0 °y / I FROM 3 -3 4' IELO.I~RIFIED ~ ~ ~ ° - v PAR. \ \ / / / / K BEEC PINE, 2-18 + CAL r7 ~ ~ v, , . v , v / / ~ ~ ~ ~ / J / •;v ~ , ~ ~ / ~ U RSTO Y: PINE CEDAR HO Ll° . . . r ~ ACCESS EASEMENT. 1 O K I ~ ± ` w~ ~ ~ Z ,w ~ _ _ SEE PB 151-AG 321 I ~ I I - ~
• I / I . u L..
o I ~ \ I. ~ t * \ ' ~ / EXfBTING~EASEMENT LINE 1SEMENT LINE f ~ ~ ~ I 1 - - ~ ~ ~ / ~ - 0 K / I i ~ I co / ~ ~ N aved ~ / - 0 K ~n I I U
I ~ ~ ~ ~ ~ U, \ s \ ~ . . \ ' . / 1 P E ~ ~ j "~t~ be removed 1 ~ v' a` ~ / / ~ ~ a J ~ - / I ~z
Utle , Donald E and ~ " v v v ~ \ \ ~ \ ~ \ ~ ( ~ ~ ~ ~ _ - i Y M TURE PINE; 2fi18 CAL, ~ s'\~Y v\~,d . " . ' k i ~ ~ ~ ~ i Utley Margorei D PIN AR H Y I v v e- ~,v v ` ~ ` \ \ l' ~ ~ ~ ~ ~ / / / / 6 ~ EXISTING PAVEMENT 1 l r~ • / ~ ~ ~ N 18' WIDE ASPHALT I ~
Pin: 0824-D1-38-3722 t ~ U eERST6~RY. E, ED OLL v v v\v ` ` ' ? I ~ ~ ~ ~ ~ ~o \ I; 4 Porcel ID: 163059 I I I ~ v v v ~ v ~ ~ \ } i ' I~ P E , ~ ~ ~ ~ ~ A ~ v' .v / 1 ~ ~ ~ W ~ I ~ ~ Q / I i EXISTING BUILDING =
5118 Pine Trail Dr. ` \ V C D G p p ~ \ ` { ~ ~ ~ / / " 0 K ~ K Lond Use: Sin le Famil Res. + ~ I v v 6 p v . ` / / ~ ~ / / 1~ K / ~ / ~ ~ •~I ~ EXISTING B ILDIN~ ( / / ~ (to be removed) 0 k i P1 Z ~
Zoning: R-20 ' \ v v v v b\v • ~ ~ ~ ~ I ~ / ~ / „ 1 \ ~ "0 ~ ~ / 1 Ki „ ~ (to be emoved) ~ ~ 3 I V ~ p 1 K % FRaME 1 ~ l ADJACENT PROPERTY OWNERS
Overlay: F-J/B 1 ~ \ ~ 1 v ° v v,,aG v\v v. v ~ ~ . \ , \ C}. ~ ~ i " 0 v vv6vvv ` ~ ~ ~ 0 I ~ / / / / BARN / ' r ~ BUILDING AND FENCE ON PROPOSEDI ® Q ~ / ~ FRAME RuamNC a DEVELOPMENT SITE MUST BE p o
v avv vvb 0 _ M .v 0 K ~ ° v ~.c• a . . . ~ , ~ 5' S ME~1T1 ~ , rn ' I w ~ ~ / ~ M REMOVED PRIOR TO FINAL PLAT ! ~ O ~ - -
~ ~ o ~ Z ~ OOO PINS \ ~ r / ~ '
I \ ) pL00 W Y FRINGE ~s v v v v a v v ~ • ~ \ ~ 0 ~ I I ~ 0 1 0 K/ Stone, Ted G. and Ann F ( q ~ • ~ \ \ ~ ~ \ ~ " I / ~ I ° ~ Y • Crubb, Robert S and •ife Undo K I X / ` " Pin: 4- - - ~ O 082 02 SE 0746 Q
Pi 4-1- -62 ~ `¢vvvvvv p \I\ \ 1 OKI I t I / n, 082 0 38 3 2 „ ~ ~~'\5,. A ~ I f I ~ ~ ~ I Parcel ID: 183058 I N8 '25 7 W ~ ~v v v ~ ~ . \ . \ \ 7 I I I I I ~ / / ~ ~ "l ~ ~ ~ Parcel ID: 183005 = m
5114 Pine Trail Or, 00,1 \ I TING BUILDING \ ' c"ap" "rlr 301 Oak Hill Drive U " 6~ ~ ~ \ • 0 Atq Bul~Daac 1 ~ Land Use: 5inl a Famil Res. ~
Lond Use, Single Fomily Res. ~ I I ~ ! `s;.' " . I I I ~ ~ 0 K Zoning: R-20 Reed, Sett D \ ~ v ` ~ • + I Y I I I ~ 1 I K (to be removed) ~ ENCROACHES OIJ g y I / \ ~ PROPERTI' As sHO J FRAME niomc Zoning: R-20 * d w/ ~EAw-r Overla ; f-J B
~ / Overlay, F-J/B ~ Pin: 0824-01-38-5537 v v v v• v • \ I I f 0 Parcel ID: 163052 _ ~ v~ p v _ . t ~ ~ I N$T1~ " / 1 p EXISTING TREE UNE, TYP. y ~ ) N / ~ / -I-) o
r o~AE v ~ III 128.89 5115 Longleaf D A ~ .v~q ~ 1 I I I ~ ~ - / ' I F mil Res• i S H+ aC BGVe v \ . • \ ~ I I ~ _ ._s= / / OK / „a 1 O ; ro .s" _ , K lU Z r7 r
Land Use: Singe o y ~ ~ ;~r~hi ip, ~ 1 \ ~ ( 1 Zoning: R 20 r / v ~ tr\ o a~Np . 1 0 K r` _ ~ N
. \ O _ L~ ~ ~
I LDngieaf Dr. ' I I \ La :Single Family Res. 1 ~ IRON FOUND Sovonnah Realty, LLC _ _ _ S8T27 ri"'I N PIn: 0824-01~ 8 / - o Lls' sourH of
\ Zoning: R-20 I % ~ l IRON FOUtJD ` 1$3.7 J N P,L ParceIID:19R87~un+ Tree Sam 1e Areas 0 > a~ Q 0.09' SOUTH PAINTED ROCx ~ ` 0 tdurcoy FF1f RN4 W W
i - Orsrloy: F-J/B \ sE.ER NANHaE _ _ I RM . J3U2' - Lond Use: Vac Rea/Homeowners Assoc, DF P/E ~ ~ U ~ ~ L , - _ Zoning: R-20 • U~1 ~ -t-
SEWER MANHOLE 1 1 Nv N = 323,8!' Savannah Realt , LLC ~I RIM = 336.15 Nv Out = 3z3.ts' y / ~ _ „ C 1 W ~ ~
INV OUT = 330.03' Pin: 0824-O1-47-3942 I ~ PorcellD: 182973 / I ' I I I -
D Latta Rd ~ I 'I- - - Land Use: VOC Res/Homeowners Assoo, I 1 W g (n
' j Zoning: R-24 ~ I I ~ Overlay: F-J/B , i I f • C • ~a = / 2•' • Z I I i ~
/ ~1 ` ~ ~ ~ ~ I I I • Z
I I I 1 ~ i „ ~ Q cd ~ W~ I Y~ ~
1 ~ ` i1 I I j 6 ~ ~ Q I ~ 2„ 2 C a cn
I ~ I z ~ _ ~ L TS, STREETS, TILITIES AND O `Y
I I I ~ i I ,O.W.S CURREN LY UNDER ~ ~
I ~ ~ % ~ I I ONSTRUCTION W 'n i , I: i W I I ~ i/ f #1- 40 x 25 SAMPLE AREA:
I I I I I I r / 14 TOTAL TREES, 2-18" CALIPER SIZE;
I I I i ' (0) OAK (5)- 2-18" CAL.
I I f I i / (C) CEDAR (9)- 2-4" CAL. W I I
~ \ 1 I ~ ~ I i ~ , ~ I , ,
I ~ ~ - i
I I ~ _ i i ~RFE SvRyEY
I I 1 our
• ,`,1`~~p;ulu+lllllrlnfu/r,•. p
22 Q.,,
36 0 p . ,
Site Summar • -
Site Notes KEY OWNER/DEVELOPER: WORMAN DEVELOPMENT, L. C. • 18'0 =X 7 .~R
1 ` : ~
MR, TIM WORMAN •Topographic and boundry information obtained from SD P from SD Puckett & . ~ y,,.~ ~ 5 -,,,ti •.,,,.,,,P.., - ti
11901 ROWMAN DRIVE, SUITE 105 Associates, P.C. G~' SCALE. 1 - 60 R c ,,4' JY h~flf Bt..A !1!1 f f 11111111111ItUli
P~ FREDERICKSBURG, VA 22408 _ ~ •100 yr,Floodplaln exist on site: el. 335.0 345.0 as per FI ~ aS per FIRM panel #2- 40' x 25~ SAMPLE AREA;
o\ ~ PH: [phone] o maps X3706300058 G, dated 2/02/96, BFE interpolated 9 TOTAL TREES, 2-36" CALIPER SIZE; • OS• lterpolated from GRAPHIC SCALE ~ 3 ~ y
F~' FAX: [phone] FIRM panel maps. ~ (0) OAK (8)- 2-36" CAL. so 0 30 so 120 240 ~ a (SG) SWEET GUM (1)- 12" CAL.
bb
• No steep slopes 25% or greater were found on site as d TOTAL TRACT AREA = 877,255 SgFt, (20.139 AC) the Durham zonin ordinance. n site as defined er ~ DRAWN p ~w
9 TS 0
EXISTING ZONING: R-20 , HALL BE A MINIMUM OF Tree sampling not required within floodplalns and stream (IN FEET) ~ CHECKED Ind stream buffers. y
NOTE; DISTANCE X FROM TREE S 6' OR 1' RADIUS PER 1" OF TREE DIAMETER, WHICH EVER EXISTING USE; VACANT AG /SINGLE FAMILY RES. 1 inch = 60 ft. ~ C~
I GREATER. ntermlttant streams currently under review. All stream b S WATERSHED; ENO-B OVERLAY n in N -DW r ' pe d g C Q Bete minatlon, .II stream buffers DATE 0
2' 12 29 04
RIVER BASIN: NEUSE • No historical structures or Durham Natural Invent r area; oy 6'~ 6 SCALE sntory areas located 1 A _ ,
INSIDE UGA /INSIDE CITY LIMITS on this ro art . P P Y • 6 1 - fi0 Unlit Notes P.
p JOB No.
~ ~ r . TT . T.A(YAnl~ ' 25' S/S easement taken from rernrcferi plat hnnk 151 nc Innk 151 nnnP .3~ 1-.3~~ •Water is available in Phillip Point Dr,(8" Line), 0 16" line is also • ndQ(')
2 r ' avaiable in Roxboro Road. ' o ~--ff~ v
SEWER EASEMENT SHEET No.
P001 NO SCALE FLOODWAY '15" S/S Outfall is located East of Crooked Creek and an 8" S/S line
is avaiable in Phillip Point Dr. #3- 40' x 25' SAMPLE AREA: 12 TOTAL TREES, 2-20" CALIPER SIZE;
F -77 -Electric, telephone, and cable are all available. (P) PINE(5)- 16-20" CAL. Pool
FF STREAM BU ER 7 v V FLOODWAY FRINGE R.O.W. TO BE DEDICATED (o) OAK (7)- 2-6" CAL.
v~
OF SHEETS

PIN 0824-01-48-2902 ¦ _ ~ ~~~iR
0824 01-48-3969 ¦ ~ ~ ' PID 183002 1
183006 ¦ ~ " ~
$ R
~S
WORMAN DEVELOP MENT L.L.C. ® ¦ , Pyle J ~ 1i
11903 BOWMAN DRIVE, SUITE 101 B1 ® ~ ¦ ~ 4h~ ® ~ f' _
¦
FREDERICKSBURG, VA 22408 I~- "
PH: [phone] FAX; 540 361-1913 ( ) ¦
ATTN.; MR. TIM W R 0 MAN GEN _ ERA L N OTE S
THE FOLOiIINC SpFrIAT rONDITIOA`S APP Y TO THIS S?TF ¦
' ~ + i~?R".'+k '§4,'.1"?ii iN!7b"x~3SiIlLi41'l, M' . * SITE PLAN REMAINS VALID AFTER 2 YEARS ONLY FOR THOSE PORTIONS OF THE SITE ¦
0 p ° THAT HAS ACTIVE PERMITS OR HAS ALREADY RECEIVED CERTIFICATES OF COMPLIANCE.
¦ * THE DEVELOPER IS RESPONSIBLE FOR THE FABRICATION AND INSTALLATION OF ALL
REQUIRED SIGNS AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY. ¦
° THE DEVELOPER SHALL SUBMIT A SIGNING AND MARKINGS PLAN TO THE CITY AT CONSTRUCTION PLAN STAGE FOR REVIEW AND APPROVAL, ALL SIGNS AND PAVEMENT ¦
9 MARKINGS, SHOWN ON THE CONSTRUCTION PLANS, MUST BE IN PLACE PRIOR TD
HORVATH ASSOCIAT ES PA THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY AND/OR STREET ACCEPTANCE. ¦
16 CONSULTANT PLACE SUITE 201 " SUBDIVISION SITE WILL BE GRADED ON A LOT-BY-LOT BAS15. ¦ ASS V C I A T E S
DURHAM, N.C. 27707
* BUILDINGS AND OTH R ¦ - E FEATURES THAT REQUIRE GRADING AND CONSTRUCTION SHALL BE SET BACK AT LEAST TEN (10) FEET FROM THE EDGE OF THE BUFFER. ¦ 16 CONSULTANT PLACE, SUITE 201
919 490-4990 ( ) FAX; (919 490 8953 * TERMS AND CONDITIONS OF DURHAM COUNTY STORM WATER EASEMENTS SHALL MEET DURHAM, NORTH CAROLINA 27707
COUNTY STANDARDS. NO BUILDINGS, STRUCTURES, EMBANKMENTS OR OBSTRUCTIONS ¦ P 919,490,4990 f 919,490.8953
PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO DURHAM COUNTY TERMS, * ALL UTILITIES WILL BE INSTALLED UNDERGROUND. ¦ 537 MARKET STREET, SUITE L120
¦ CHATANQOGA, TENNESSEE 37402
* A 50' AND 100 WIDE GREENWAY EASEMENT WI ~ 423.266,4990 F 423.266.5700
ON THE FIRST FINAL PLAT, THE GREENWAY EASEMENTP EEfRVTD AND MUST BE DEDICATED ¦ AND PAYMENT-IN-LIEU OF pPEN SPACE IS NOT REQUIRED, SEE SHOEETNP 1A0 E REQUIREMENT ~'N'.horvaNlgssocigtes.cam
( ) ¦
OAK HILL DRIVE ~ HILL DRIVE * STREET TREES LOCATED IN OPEN SPACE SHALL B
D ISSUANCE OF A E INSTALLED PRIOR TO THE . v~ o s a ~ 5 ~ CERTIFICATE OF OCCUPANCY ACCORDING TO THE FOLLOWING:
Q O PHILLIPS OPEN SPACE CERTIFICATE OF OCCUPANCY ¦ u f#r,-_ti
~ POINT DR. 0000 COVER SHEET q ~D r LOT 28 ¦ T I B
0001 EXISTING CONDITI N ~ OS A LOT 28 , O I C LOT 30 ¦ ;
W J Y ~ ! D LOT 1 ' ~ z _
0100 SITE PLAN <r w O ~ ¦ - ~tr~~-(,
0101 DWQ ZONE DELINEATION MAP ~ kZ Y ~ ~ I * EXISTING BUILDINGS LABELED TO BE REMOV O I OF THE FIRST FINAL PLAT ED MUST BE REMOVED PRIOR TO THE APPROVAL ¦ ~'`h.
C 120 UTILITY PLAN ~ ~ HURRAY ~ A ~ THE FOLLOWING IT M ¦
2 QQ" PHILLIPS P a~ HILL 0122 OINTE DRIVE PLAN AND PROFILE AR R UIR F R ARE NOT REQUIRED FOR SITE PLAN APPROVAL BUT ARE ITEMS THAT O NSTR TI y U ON OF WATER, SEWER, STORM DRAINAGE AND STREETS p CAN BEGIN. DEVELOPER IS ULTIMATELY RESPONSIBLE TO MAKE CERTAIN THAT THESE ITEMS ¦
0140 GRADING P ARE COMPLETE AND APPROVED.
LAN ¦ 1. EXTENSION AGREEMENT R nIUEED. IF SITE IS OUTSIDE CITY LIMITS, EXTENSION
0141 DRY DETENTION 1 DETAIL SHEET LATTA ROAD AGREEMENT MUST BE FULLY EXECUT ;DAD ED BY CITY COUNCIL PRIOR TO ACTION ON ANNEXATION, ¦ SUBMIT APPLICATION WITH ONE COPY OF OVERALL UTILITY PLAN. CONTACT ENGINEERING
C 145 STREAM IMPACT MAP DIVISION AT 560-4326. ¦
q 2, CONSTRUCTION DRAwlftrs R 0 IPFn, THE DESIGN ENGINEER (A NCPE) WILL SUBMIT 3 ¦
~ , m • , SETS OF SITE CONSTRUCTION DRAWINGS, (PLAN do PROFILE IF REQUIRED) TO CITY ENGINEERING FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION. THIS SUBMITTAL ¦
z MUST BE DONE PRIOR TO APPLYING FOR A BUILDING PERMIT, y.Qg; THE APPROVAL OF
CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL, ¦
3. FIRE FLOW ANA YSIS R OUIR D, WATERLINE SIZES MAY CHANGE BASED ON ACCEPTABLE FIRE FLOW ANALYSIS, CONTACT ENGINEERING AT 560-4326 TO SCHEDULE FLOW TEST OR T ¦
OBTAIN CURRENT SYSTEM DATA. O OAK HILL DRIVE
(NOT TO SCALE) 4. WATER PERMIT R 0 IR n W R PFAUIT Drniuorn DURHAM
THE FOLLON[NG MUST BE DONE PetnR Tn rcenANCE OF A BITn ntxr PRA~`IT ' N 0 R
TH CAROLINA FNAL PLAT TO BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMIT. ¦
* ANY EXISTING WELLS OR SEPTIC TANKS SHALL BE FILLED AND ABANDONED IN ¦
SITE DATA ACCORDANCE TO APPLICABLE LOCAL dt STATE REQUIREMENTS, PERMITS FOR
ABANDONMENT SHALL BE FILED THRU THE DURHAM COUNTY HEALTH DEPARTMENT ¦ AT 560-7800,
LAND AREA: 877,255 SQ. FT (20.139 AC.) * ALL SIZES, MATERIALS, SLOPES, LOCATIONS, EXTENSIONS AND DEPTHS FOR ALL ¦
GREENWAY EASEMENT: 129,254 AF (2.97 AC) I PROPOSED UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS) SHALL BE REVIEWED AND BE SUBJECT TO APPROVAL BY THE CITY OF ¦
ZONING: R20 AND R20-CLUSTER DURHAM PUBLIC WORKS DEPARTMENT AT CONSTRUCTION DRAWING SUBMITTAL BASED UPON
WATERSHED: E-B THE DESIGN CRITERIA AND STANDARDS SET FORTH BY THE PUBLICS WORKS DEPARTMENT. ¦
RIVER BASIN; NEUSE ¦
EXISTING USE: VACANT (1 SINGLE FAMILY HOMES WITH OUTBUILDI fH OUTBUILDINGS ¦ I TREE PROTECTION FENCING MUST BE IN PLACE PRIOR T
SITE IS WITHIN THE CITY LIMITS DISTURBANCE, ISSUANCE OF A GRADING PERMIT OR 0 ANY DEMOLITION, LAND THE REQUEST OF ANY FIELD INSPECTION. ¦
FEMA MAP NO.: 3706300058 G (FEB. 2, 1996 FOLLOA7NG NUST BE DONE PRIOR TO ISSUANCE OF A ZONING COMPLIANCE FORM
PROPOSED LOTS: 31 ¦ " EROSION CONTROL PLAN TO BE SUBMITTED TD THE PLANNING DEPARTMENT FOR
VERIFIG4TION PRIOR TO ISSUANCE OF A ZONING COMPLIANCE FORM, ¦
THE FO.I.O?IING NUS' HE DON arrtOR TO CONSTRUCTION DRAl11NCS fctrx nt+Rl~ ¦
* CONSTRUCTION DRAWINGS REQUIRED. THE DESIGN ENGIN
IMPERVIOUS AREA EER (A NCPE) WILL SUBMIT 3 SETS OF ¦ CONSTRUCTION DRAWINGS, (PLAN AND PROFILE IF REQUIRED) TO CITY ENGINEERING FOR REVIEW
AND APPROVAL BEFORE STARTING CONSTRUCTION. THIS SUBMITTAL MUST BE DONE PRIOR TO ¦ APPLYING FOR A BUILDING PERMIT. THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE
TOTAL AREA = 20.139 AC (877,255 SF) FROM SITE PLAN APPROVAL. ¦
MAXIMUM ALLOWABLE IMPERVIOUS AREA = 210,541 SF (24X) ' ALL SIGNS AND PAVEMENT MARKINGS, SHOWN ON THE CONSTRUCTION PLANS MUST BE IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. ¦
* EXISTING OAK HILL ROAD TO ROXBORO ROAD SHALL BE UPGRADED Tp CITY OF DURHAM ¦
STREETS = 68,137 sf (7,76X) STANDARDS.
SIDEWALK = 10,760 sf (1.22X) ' 8Y REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO ¦
CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY ¦
PROPOSED IMPERVIOUS AREA/LOT = 4,246 SF/LOT x 31 LOTS = 131,626 SF 15 ( A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN 131,626 SF (15%~ I IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND POLICIES. THIS ¦
INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED T0: ADEQUATE TRANSITION TAPERS ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIONS, ¦
TOTAL PROPOSED IMPERVIOUS AREA 210,523 - 4.833 Acres 23.99x PAVEMENT MARKINGS, SIGNS AND MARKINGS, CURB AND GUTTER COORDINATION WITH
( ) .99x} OTHER PROPOSED ROADWAY IMPROVEMENTS, AND BIKE LANES. THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT- ¦
OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED
SIDEWALK CONSTRUCTION. ENGINEERING DETAILS REGARDING ALL ROADWAY ¦ IMPROVEMENTS WILL BE ADDRESSED AT THE CONSTRUCTION PLAN STAGE.
¦
DURHAM THE FOLLONING NUST BE DONE? ~T Tav TINE OF FINAL PLAT STANDARD N OTES.
* THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF * DOCUMENTATION OF PR P ¦
DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY HAVE BEEN MA F 0 ER LEGAL PROVISIONS (INCLUDING ATTORNEY'S CERTIFICATE)
CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DE OR THE ESTABLISHMENT OF A HOMEOWNER S ASSOCIATION DECLARATION ¦ OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OffICE AT 560-4326 FORA ~ COVENANTS AND RESTRICTION FOR THE COMMON AREAS FOR PERPETUAL OWNERSHIP
PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE R D AINTENANCE OF COMMONLY OWNED AND IMPROVEMENTS AND LANDS AND IS ¦ PROPOSED SIDEWALK. EQUIRED AT THE TIME OF FINAL PLAT.
* SUBDIVISION SITE COMMON OPEN SPACE TO BE DEEDED TO HOMEOWNER'S ASSOCIATION ¦
* FOR PUBLIC STORM WATER DRAINAGE EASEMENT: OWNERSHIP OF, AND RESPONSIBILITY PRIOR TO FINAL LOi BEING PLATTED FOR OAK HILL SUBDIVISION, FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS EASEMENT ¦
REMAINS WITH THE GRANTOR. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF
THE CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT ¦
TO THE TERMS AND RESTRICTIONS STATED IN THE °REVISED DECLARATION OF RIGHTS NE PIOR TO I uNrR OF A C>itrrIFICATF OF COMP taNrr~ AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WA1ER MANAGEMENT FACILITY * ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF ¦
EASEMENTS RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT OCCUPANCY OR CERTIFICATE OF COMPLWJCE IS INCORPORATED HEREIN. THIS EASEMENT AND REVISED DECLARATION DO NOT CREATE • AN AS-BUILT ¦
THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, STRUCTURES ISS A CERTIFICATION, PROVIDED BY THE ENGINEER, IS REQUIRED PRIOR TO THE
EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING U NCE OF A CERTIFICATE OF OCCUPANCY, ¦ TO THOSE TERMS.
¦
* CENTERLINE Of 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO TERMS STATED EN THE THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, ¦
FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT App ACC R IN V A j RO 0 D G TO TH C1L
OSE TERM STA S. MP
~ ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY FRINGE, INCLUDING FILL, NEW ¦ CONSTRUCTION, SUBSTANTIAL IMPROVEMENTS, MANUFACTURED HOUSING, STORAGE OF
MATERIALS AND STORAGE OF TOXIC OR FLAMMABLE SUBSTANCES, IS PROHIBITED EXCEPT ¦
AS PROVIDED BY APPLICABLE FLOOD HAZARD REGULATIONS.
FLOOD PLAIN ZONE: °X", "AE" ¦ FEMA MAP NUMBER: 3706300058 G
FEMA MAP DATE: 2/2/96 ¦
FL000 PLAIN; ELEV, 340.00 ¦
* STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE DEHNR AND THE DRAWN BY: CHECKED BY:
U.S. CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ¦ LAJ ACTIVITIES IN OR NEAR A LAKE, STREAM, CREEK, TRIBUTARY OR ANY UNNAMED BODY OF
WATER AND ITS ADJACENT WETLANDS. ¦ DATE
¦ 11/2/05 ' 50_ _-100' WIDE CITY OF DURHAM UNDISTURBED STREAM BUFFER Far.H slnF
Uv 51KtAM, MEASURED FROM TOP OF BANK, NO CLEARING OR GRADING OTHER THAN ¦ SCALE
SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED. N.T.S. A 10 NO BUILDING SETBACK EXTENDS FROM THE STREAM BUFFER, ¦
' EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR PROJECTNO.
A $100 RE INSPECTION FEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY ¦ 0490 PLANNING DEPARTMENT PRIOR TO RE-INSPECTION,
" FIRE FLOW ANALYSIS REQUIRED, WATERLINE SIZE MAY CHANGE WITH FIRE FLOW ANALYSIS. ¦ SHEET NO. CONTACT ENGINEERING ®560-4326 TO SCHEDULE FLOW TEST OR CURRENT DATA. DRB CASE# D04-855 ¦
WATER AND SEWER PERMITS ARE REQUIRED FOR THIS PROJECT, ALL CONSTRUCTION SHALL ' COOO
CONFORM TO LATEST CITY OF DURHAM STANDARDS. ¦
¦
QCOVYRCRr 2005 THIS DOCIAENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ¦ ASSOCIATES. P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHRHED

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ZONE 1 8,778 147' ZONE 1 ZONE 2 W SCAIE: I" = 20' DRAWN BY: CHECKED BY. O ~
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TOTAL 14,469 ~ 11/2/05
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¦
PROJECT NO.
¦ 0490
¦ SHEET NO.
¦
¦
C145
¦ QCOPIRIGHT 2005 THIS OOCWENT AND THE DESIGN ARE THE PROPERTY Of HORVATH ASSOCIATES, PA ANY REPRODUCTION NTTHOUT PRIOR WRITTEN CONSENT IS PROHRDED
_ _ _ _

¦
I N ~t GE ERAL NOTES,
NOTES; HEADWALL DIMENSIONS FOR CONCRETE PIPE ¦ L DETENTION BASIN IS SUBJECT TO AS-BUILT SURVEY AND INSPECTION, ANY ASPECT OF
1. ALL CONCRETE TO BE 4000 P.S.I. I CONSTRUCTION THAT DOES NOT CONFORM TO PLAN SHALL BE RE-BUILT OR REPAIRED AT ¦ sT^ `
2. REINFORCEMEM STEEL MEETS ASTM 615 PIPE HOLE ~ / ~ ~ L l I REINf. H 2 H E F WT. _ Q GRADE 60 WITH 2" MIN. CLEARANCE. SIZE SIZE W 1 W2 H 1 3 D ~ ~ I _ 1.0;64 SF i CONTRACTOR'S EXPENSE. 7T r~;- LQt I
3, REINFORCEMENT SET 12" C. ON C, GOTH I, D, j j --1'1 720 2. INTERI R F A IN X IN RM T ~ ~ 11 720 0 0 B S (E CLUD G BE ) 0 BE SEWN WITH A WET MEADOW SEED MIX. ~
WAYS TYPICAL, 12 15 18 21 4 3 -2 4 -11 1 -3 3 -1 12 1 -3' 1 -9 45' 1392 ~ 1 _ - I-- f J / Lot 9 , 1 , 1 ~ - " 7 4 3 -8 6 -0 1 -9 3 -7 12 - 2 -3 45 ~ I 4. ALL EXPOSED EDGES CHAMFERED 3/4. 18 2 ' I ~ ~ 3. BASIN IS TO BE USED AS A SEDIMENT TRAP DURING CONSTRUCTION. BASIN IS TO BE CLEANED OF NOTES o
4 33 5 4 -4 7 - " -0" 4 -3 " -10 45' 2827 ' , 10 006 S F I I - ~ ` i 5. PIPE TO BE GROUTED INTO HEADWALL AT ~ ' ALL STEPS SHALL PROTRUDE 4" FROM INSIDE FACE OF STRUCTURE WALL. ~ ¦ ,:'i;,' dd SEDIMENT AND VEGETATION IS TO BE ESTABLISHED PRIOR TO USE AS A DETENTION BASIN, STEPS DIFFERING IN DIMENSIOxs, CONFlCURATION OR MAIERIAIS FROM THOSE SHOWN MAY AL50 BE USED PROMDED THE CONTRACTOR HAS FURNISFIED aaQ ~
JOB SITE BY CONTRACTOR, 30 36 39 ,48' 6 5 -8 10 -10 3 -3 5 -9 12 2 -11 4 -3 45' 5988 ' ~ - i ~ ~ ' j I ~ ~ ~ ~ I . THE ENgNEER N1TH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENgNEER FOR THE USE OF SUCH STEPS
6. PRECAST HEADWALL STRUCTURE SHOULD 42 48 56 63 6 6 -7 12 -6 3 -8 5 -8 12 3 -4 5 -2 45, 7 40 / - I 81 6 8-9 13-10 4-5 8-0 15 3-4 7-5 50 I I / I BE POSITIONED AROUND AN EXISTING PIPE 54 60 72 , - ~i~a~?z I,: POND OUTLET STRUCTURE NOTES: QN= ,
RT INTO HEADWALL. 66 ,72 85 ,92 9 -2 14 -2 4 -5 - 26 3 -4 7 -10 50' ' ~ OR PIPE INSE ED _ I I HEADWALL STRUCTURES SHOULD BE PLACED I I 1, RCP OUTLET BARREL SHALL BE CLASS III RCP MEETING THE REQUIREMENTS OF ASTM C76. THE PIPE ?;s
R FOUNDATIDN AS SPECIFIED I ON A PREPA ED ( JOINTS SHALL BE CONFINED 0-RING RUBBER GASKET JOINT MEETING ASTM C-443 AND JOINT OF ASTM '~~~~a ¦ ;
BY THE ENGINEER. ~ ' ~ I I I ~ 7. COMPACTION OF BACKFILL MATERIALS ~ I i C-361. s b . ZoNO: FS ¦ , . o_o
SHALL BE AS REQUIRED BY THE ENGINEER. ~ 4'0 R ASTI CONCRETE MANHOLE I,_ l E~ I ~ I / I i J~ 2, THE MANHOLE OUTLET RISER SHALL BE 4' LD„ MEETING ASTM C-478R & AASHTO M-199 FOR ~ PLAN ~ °
8. VARIOUS HOLES SIZES & SHAPES NOTE: INSTALL 4 Y GUARDRAIL ON - RISE C ESQ ELEV. _ ,338.70., SEWER pp~~~NHOLE AVAILABLE BY SPECIAL ORDER ONL , " H WA AN INV EL - 36:00 ~ ' J" ' I i PLAN SIDE MOORBASE MANHOLES. THE MANHOLE JOINTS SHALL BE ASTM C-443 RUBBER GASKET JOINTS, ~ SIDE ¦ NHOLE ! ~ ELEVATION ELEVATION ~
6 EAD LL D 350 I ~ + - D wINGWALLS RIM,_- 341.52 MANHOLE JOINTS SHALL BE SECURELY ANCHORED TOGETHER TO PREVENT SEPARATION, a ¦ .52 ~ - ~ w
N 1NV IN = 334, H3 _ . _ 1 ' I ~ . _ - - - - s-- I - 4,27' 334, y{~-' 3, OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. ST PS HAL BE IN IR ur lI CAST IRON ~ ~ ¦ ~i% E S L ' D" CAST IRON ELEVATION ?
_I I ~ I INV OUT - 4.27 ACCORDANCE WITH NCDOT STD. 840.66. 3 w ~ ELEVATION a ~ ¦
W1 ~ - ~ 4 LF. 6"~ DI INLET ~ORIf1CE - ~ . , INV. ELEV, = 36,D0 . _ ~ _ I_` . _ _ , / . ' ~ ~ ' ~ 4. CONCRETE ANTI-FLOTATION FILL LAYER SHALL BE POURED WITHIN INTERIOR OF MOORBASE AND ° ~
E ATTATCHED RISER SECTIONS TO THE DEPTH SPECIFIED ON THE DETAIL. t ~ ~ ¦ d8 BAA OR q ~
~ F r / I ss<,• Tt+ ~pBAR ASSOCIATES t - CALVD. Z N ¦
N ~ ~ = i OUTLET STRUCTURE MATERIAL SPECIFICATIONS: ~ .J, ti t* 1 - w ¦
_ ' 1. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED. ~ Q . PLAN T ~ Z ¦ 16 CONSULTANT PLACE, SUITE 201
~ , H1 ~ / ~ 2. GEOTEXTILE FABRIC FOR THE OUTLET BARREL JOINTS SHALL BE AMOCO STYLE 4553 POLYPROPYLENE I t ` ELEVATION PLAN S~LEY9?J4t~ z Q DURHAM, NORTH CAROLINA 27707
IFTIN HOLES L G I • ~ NON-WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON-WOVEN FABRIC) ~ - DoMPO~TE w o ¦ p 919.490.4990 f 919,490.8953 Tn REINFORgNO SiEkl
~ , _ / / I xoTE: ¦ T 0 537 MARKET STREET, SUI E LL2
E - ~ % ~ F 12' ~ ' i EVATI SECTION A-A tz" NOT TO BE VSED M EEr I a t BERM SOIL AND COMPACTION SPECIFICATIONS: EL ~ SANITARY SEWER MANHOLES. $4 6 CHATANOOGA,TENNESSEE37402
/ vnn 0 6 ¦ p 423.266,4990 F 423.266.5700 1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN IMPERMEABLE MATERIAL AND COMPACTED TO AT ,
" ' 6 6 ,30 ~ , LEAST 959 STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED ¦
' ~ / 6 7.26 ~ i 36 LF 18 ~ 0 ~ / MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION, SOILS SHALL NOT EXHIBIT SIGNIFICANT www.horvaihassociates.com SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS. ON-SITE GEOTECHNICAL ENGINEER SHALL APPROVE THE ¦
W2 SIDE VIEW , 0 ~4F BER~(10 MIN.) 9,f~(10~ MIN.) SOILS FOR PLACEMENT WITHIN THE BERM SECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE
- / 2.00 TOP VIEW = 3 - - ?.00 METHODS TO BE USED FOR PLACEMENT OF FILL. IF ADDITIONAL USES ARE PLANNED UPON THE BERM ¦ SECTION (BUILDINGS, ETC.), THE GEOTECHNICAL ENGINEER SHALL SPECIFY SOILS SUITABLE FOR THAT ¦
FROfJT VIEW ~ _ ~ - ~ 0 ~ ADDITIONAL USE.
_ ~j ~ 1 F H 6.3' DIA. REBAR RING ¦ 2. IN ALL FILL AREAS 0 T E BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE
~ , ~ _ - 1. FEET PER VERTICAL FOOT OF FILL 4.i' DIA. REBAR RING ¦
ONCRETE HEADWALL WITH WINGS - - - _ ' ' I, , , PRECAST C _ _ - - ~ ~ 1
I'~ r I I 3, A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE FEET ¦ / BELOW EXISTING GRADE, SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENTS OF ~1
T SEEDING SCHEDULE , ~I BERM PERMANEN + ' ; ~ .PREICA C CRETE;. HEADWALL , J ~I , i , / ABOVE, ACCESS GATE ¦
~ • , , I'' r INV OUT 335.60 , + SEEDING DATE SEEDING MIXTURE APPLICATION RATE ~ / / 4, NO TREES OR WOODY VEGETATION OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION. ¦
,r' { i ~ ~ r VfLO ,DI $IPAT,ER : { ~ _ Q ~ ~ / / 6.3 LF x 2"x 2"x 1 4"ANGLE 1.0' ¦
AUG 25 -OCT. (BEST) TALL FESCUE 200 LBS/AC ~ ; ~ _t _ + I I ~ ;N OT ~LA$S "8" RIPRAP 1 /i - + 7 / a , CITY OF DURHAM FEB. -APR 15 (POSSIBLE) ~ / ~ ~ 5, FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT. EACH LIFT SHALL BE CONTINUOUS FOR THE / ~ ~ ENTIRE LENGTH OF EMBANKMENT, BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE
/ Q. PUBLIC WORKS DEPARTMENT : I. ~ ~ ~ ~ I + 4 p- + / / MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT, ALL ¦
SOIL AMENDMENTS ~ a~ x' t - ~ 1 - I + % / APPROVED ~ ~ ~ . ' R APPLY 4000 - + + + + } r F i ~ F ~/F - - k, r - ~F } / APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, 0 ~t'~ ' ' ! COMPACTION BY HAND SHALL BE CONDUCTED IN 5' LIFTS. ELEV. = 338.70 0,50'
A E GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 cricr~ECAxc D,,TE t ~ ,h ~ ; ! - + ~ ~ ; r, I _ _i LB/ CR ~ / FERTILIZER. STORII~ DATE ~i ~ + I. + T + , ~ ~ 35~~ EL~~ E~EAD€ i / / ~ (TOP OF RISER) ~ ¦ ~ 0.50 / ~ STATEMENT OF RESPONSIBILITY: ¦
I. _ ~ , I SEWER MAI~+i01~E , , / ~ ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF THE ~4 REBAR
MULCH , DATE , r~ y ~ ~ ~ ~ + RIM+= r33~.06' + + a , ~ / -r ~ + - ,i / P Y 4000 LB AC STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, ~ / j / APL / _ ' , / OAKHILL SUBDIVISION OWNERS ASSOCIATION, PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT (TYP.) ¦
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET 1 ' DATE ~ INV IN(l~E) 3 T:67` ~ ~ . / AN H NG TOOL a+ I i r i r+ + + A MULCH C ORI ~`1 TRAI HT CAN BE USED AS ,I RY G NEA L S N 1 G ~ / / FOR THIS FACILITY. ~4 REBAR / ¦
DATE ~y ~ ''•V. I 1~+V IN ~4-' = 21.U 1~ - h-- . , INV ~OUiT ~ 3;26,41 I ; ~ . ' ~ / / / ~ MAINTENANCE ~ . ~ / ¦ . 0.73'
IN LATE IMITER OF THE ~ ~ ,~F . f , ~ ~I~ ~ + - ~ + j ' / / INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE ~ YP, , . ¦
I STS OR APPLY 150 LB ACRE 10-10-10. MOW i + T .r _ I , / - 4 ~ + ~ / ~ ~ FOLLOWWNG YEAR; USE SO L TE / ~ ~ / ,i REGULARLY 10 A HEIGHT OF 2-4 INCHES. r I ---a r + a i ~ + / OAK HILL DRIVE
DURHAM
NURSE PLANTS BETWEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 10 DRY D E T E N TI 0 N BASIN 1 ~ ~ _ > _ ' ELEVATION VIEW ' ~JORTH CAROLINA
LB ACRE GERMAN MILLET. BEFORE MAY 1, OR AFTER AUG• 15, ADO 4D SCALE: 1 - 30 / 30
LB/ACRE RYE (GRNN). G R A D I N P L A N BERM SEEDBED PREPARATION v 6.3 LF x 2"x 2"x 1 /4"ANGLE 4' DIAMETER ¦
BERM TEMPORARY SEEDING SCHEDULE MANHOLE RISER ¦
1.) CHISEL COMPACTED AREAS AID SPREAD 1~SOIL 3 INCIES DEEP OVER ¦
SEEDING DATE SEEDING MIXTURE APPLICATION RATE ADVERSE SOIL CONDrnONS. F AVALABLE. HEADWALL NOTE; SECURE (4) EVENLY SPACED 12"x4"x1/8" GALVANIZED STEEL ¦
JAN 1 -MAY 1 RYE (GRAIN) 120 LBS/AC 2.) RIP THE ENTNlE AREA TD 6 IIIIGES DEPiM. (SEE DETAIL} STRAPS 0 EACH JOINT OF RISER SECTK)N
KOBE LESPEDEZA 50 LBS/AC 3,) REMOVE ALL LOOSE ROCK, ROOTS, AND OVER OBSTRUCTId15 lEAV1NG 18" RCP CDOT CLASS "8" RIP-RAP SURFACE REASONABLY SMOOTH AND UNIFORM. WITH ORING 9'Lx11'Wx22"THICK ¦
MAY 1 -AUG 15 GERMAN MILLET 40 LAS/AC 4) APPLY AORNXILTURAL IAIE, FERTILIZER, A?ID SUPERPHOSPHATE 4 NOTE: PROVIDE STEPS IN ¦
AUG 15 -DEC 30 RYE (GRAIN) 120 LBS/AC UNIFpNLY AID Yaf IM1H SOA. (SEE BfiLOW"), A A 2" RISER PER NCDOT STD. TRASH RACK 10' TYP, " 1 8" (SEE DETAIL) ( ) ¦ 2 / 840.66 (SEE DETAIL)
S AMENDMENTS S.) Cti1ARET~ IINRL A WELL-PULV9lRE0, FIRM REASONABLY UNIFORM - 9" LAYER CLASS OIL ISIIRED 4 TO 6 INCHES DETF. ¦
DAlIONS OF SOIL TESTS OR APPLY 2,000 l8/AC CROYID "B" RIP RAP FOLLOW RECOMMEN I
ACPoCULTURE UYESTONE AND 750 LB/AC 10-10-10 FERTU2ER (FROM AUG g,~ ~p ON A FRESHLY PREPARED SEEDBED AID COVER : 11' ~ 15 -DEC 30, INCREASE 10-10-10 FERT0.12ER TO 1000 LB/AC}. ~4 REBAR WELDED ¦
7, MULCH IMMEDIATELY AF1ER SEEDING AND ANCFigi MULCH. MULCH - (TYP.) (SEE NOTES) ¦
HOR STRAW BY TACKING N1TH ASPHALT, 8,) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPANIS OR R APPLY 4000 LB/AC STRAW. ANC RESEEDINGS WTIEI SEASON, F POSSIBLE F STAID 1' I \ ¦
NETTING, OR A MULCH ANCHORING TODL. A DISK VATN BLADES SET NEARLY ~ OILER lOxN~~REESTABU91 FOLLOWING ONICRIAL UME, 4.5' WIDE STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. FER11UIfR AID SEEOMG RATES. SEED LIGHTLY WITH SEEONG EQUPMENT I ACCESS GATE ¦
MAINTENANCE OR CULi1PACK Af1ER SEEDING. 5"
JAN I -AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEWATE. RESEED, 9.) CONSULT CONSERVAnON INSPECTOR ON MAd1ENANCE TREAIIrtNT AID FERI1LIUnON AFTER PERMAIENT COVER IS ESTABLISHED, " K T (TYP.) ¦
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING 9' 4 FLTER ELAN E EROSION OR OTHER DAMAGE. `See seasonal application T~cIndllle CENTI 4.1' DIA, REBAR RING ~ CENTER STRAP 4' DIAMETER ¦
HEADWALL 2 7 2 a N RIB AUG 15 -DEC 30: REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOP DRESS (SEE DETAIL) PLAN - N RISER JOIN MANHOLE RIS R 6.3 DIA. REBAR RING E
WITH 50 LB/AC OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH SO PR 3.15' ¦ ( E-CAST SECTIONS) r ¦ ~T
LB/AC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. N STEPS TO BE PROVIDED IN ~ ` ~q
18" RCP ~1 :1 LEVEL SPREADER WITH ORING 2. 2 ~ P A~ N VIEW RISER UNDER ACCESS HATCH ¦ ~ I SEE DETAIL nt ~ ~
CREST ELEV. • .335, 60 _ ~ tl I ( ) NOTES: ¦
I I.I I-11 K ~
I-III I ~I I I_ - _ I I ICI I1TT,,-I I k " 1. ALL REBAR TO BE #4 REBAR.
- - I 1 I CII I I~I II~I~II II - I 2. ALL REBAR AND ANGLES TO BE GALVANIZED WITH A BITUMINOUS COATING.
2' S' 2' a QO - P 3. THE HOT DIP ED, GALVANIZED 2"x2"xt/4" ANGLES SHALL 8E WELDED TO THE REB
FILTER BLANKET 6" DIA. DIP RACK. ONCE WELDED THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE MANHOLE R ITH . 18" DIA. ANGLES SITTING DIRECTLY N T
SECTION A-A (SEE NOTE) 3", 3"x1 2" BOLT 0-RING RCP 0 OP OF THE RISER,
N ~4: GTE: - -r:.' / - 12"x4"x1/8" GALVIANIZED
STEEL ANCHOR STRAP ¦
A FLTER BLANKET 15 TO BE INSTALLED ~ Rlc BETWEEN THE RIPRAP AND SOIL FOUNDATION, . ~ ~ RISER JOINT TRASH RACK DETAIL ¦
THE FILTER BLANKET WILL CONSIST OF A NOTI NOTE: EACH STRAP TO ~ • ~ N.T.S. BE SECURED TO MANHOLE
M M 4" R F T BE MINI U THICK LAVE 0 STONE (NCDO RISE : ; ; RISER BY (2) 3"x1 /2"
7 N ERLAIN WITH MIRAFI FI R A ~ ~5) U 0 LTE WE VE GAL1 700 OR APPROVED EQUIVALENT ~ ANCI ' GALVANIZED STEEL CONCRETE EXTENDED BASE ¦ ANCHOR BOLTS, COATED WITH 7" ~ MANHOLE SECTION
A BI ' A BITUMINOUS COATING. FRONT VIEW" NOTE: PROVIDE STEPS IN ¦
~ 3.. RISER PER NCDOT STD. TRASH RACK 3"x1 2" T SEE DETAIL / BOL 840,66 (SEE DETAIL) ( ) ¦
OUTLET BARREL PLUNGE POOL VELOCITY DISSIPATOR OUTLET STRUCTURE DETAIL
N.T.S. ¦ N.T.S.
¦
ELEV. = 338,70
NON-WOVEN FELT GEOTEXTILE FABRIC SHALL BE PLACED 5" TYP. (TOP OF RISER) ¦ 'ED ( )
AROUND EACH JOINT OF RCP BARREL IN 2' WIDE STRIPS PS 4 LF -6" DIA. DIP ¦
10' CENTERED ON JDINT. FELT FABRIC IS TO BE WRAPPED TWICE TWICE fE BASE EXTENSION 5" (TYP.) ¦
(MIN,) AROUND JOINT AND 15 TO BE SECURED WITH CONCRETE i0P OF BERM ELEV. = 342.00 - NAILS.
100 -YEAR WATER SURFACE ELEV. = 340.51 _ ( - _ 1L 4' LAM T R ¦ TRASH GUARD MANHOLE RISER 3' 7" (MIN,) SEE DETAIL ¦
i _ 1 3 , ( ) (PRE-CAST SECTIONS)
TOP OF RISER ELEV. = 338J0 'J 3 HEADWALL I~'1 r` ¦ N
1 -YEAR WATER SURFACE ELEV ~ 338,47 (SEE DETAIL)
BERM BARREL M ,O~P~~ G ' INV. IN =
TIN M SEC 0 b 0 i I 336.00 ¦ 5~ 2 - ' ~ GP

DRAIN TRASH GUARD I ~ k ~ BARREL INV. _ " _ LEVEL SPREADER (SEE DETAIL) - 36 LF 18 0 RING RCP 01.11 (CL. III RCP) CREST 335.60 QR ; i ¦
ELEV. -336.00 BARREL INV. OUT = 335.60 17° i ¦
I DRAWN BY: CHECKED BY:
WATERTIGHT SEAL TO B1: PROVIDED i;;;~ AT RISER ARREL INTERFACE ~ ~ fit' T~ I _ ¦ 18" DIA. 0-RING RCP ~C
~ L l 1 1 ¦ IP iINV I~ DATE D
4 LF - 6" DIA. DIP 1 1 NCDOT CLASS "B" RIP-RAP 4" x 4" 6 6 WELDED YMRE V = - O6 22 O5 / ALE . 336.00 ¦ ~
9' L x t i' W x 22"THICK FABRIC (EACH SIDE dt " a
TOP) 6 ¦ SCALE _ . _
. DIP J #6 REBAR PERIMETER 6" DIP 4 LF - 6" DIA EXTENDED BASE I = 4U
¦ FRAME (2'x2'x2') MANHOLE SECTION PROJECT NO.
v
5. "SIDE VIEW" ¦ 0490 3000 PSI CONCRETE ` ¦ SHEET NO.
KEY TRENCH (SEE BERM MIN. SOIL AND COMPACTION E'-
EXTENDED BASE SPECIFICATIONS) ¦
MANHOLE SECTION C 141
(PRE-CAST) PERMANENT DAM CROSS SECTION OUTLET STRUCTURE DETAIL ¦ 6 DRAIN TRASH GUARD DETAIL ¦ N. T. S,
N.T.S. N.T.S. ¦
©Copmam 2005 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY Of HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

PIN 0824-01-48-2902 ~
PID 183002 m
i Brogden, Phillip D and
Brogden, Edythe Pin: 0824-01-29-8455'
Parcel ID: 182907
5104 Brenda Ct. Land Use; AG/Single '
Fornily Res. ' Durham Public Schools Board of Zoning; R-20 ~ Education
Existin 25' Pin; 0825-03-30-9794 Overlay: F-J/B 9 TREE PROTECTION 2 Parcel ID. 183779 LINE TABLE LINE LENGTH BEARING
City of Durham ` t' S S Easement FENCE Ciao 227 Milton Rd, L1 149.55 S85'01'50"E
Land Use: Vacant Exempt ~ ~ RB 15,(-PC .327-322 Zoning; RO L2 40:00 N03'07'00"E Exrsfrng 25
Overlay: F-J/B NOTE, THE FFE OF LOTS 24-27 SHALL BE A MINIMUM OF 2 Crf of rh m L3 30A0 SS ' 1' 1" z y D u a 5 0 3 E O
t \ so _ i ` FEET ABOVE THE 100-YEAR WATER SURFACE ELEVATION OF THE . , - STORMWATER BYPASS SYSTEMS, FF WI S/S Eosement L4 94,97 S03 07 00 W PB 151-PG 321-322 LS 12.00 N
% ' ~ E LL BE DETERMINED AT - / \ ~'x /;",Y . \ _ = ~ \ ' - s84.5s'34" CONSTRUCTION DRAWINGS. 86 39 42 W L6 5.99 806'01'00"W ~
_ - Durhom Public Schools Board of L7 W Education 128.00 N86'39'42"W ~
_ ` ~ ~ Pin: 0824-02-59-6559 L8 16,22 N87'27'll"W Parcel ID. 183778 `ti, L9 4 "
I / ~1~ , , ' , ~ ~ I _ _ _ _ - i (370 ~ - _ ' ' l - - l , _ . 117 Milton Rd, 59.9 N86'17'23 W ~,(,~n 0
r - . - " _ _ _ Land Use; Comm SVC/School ~"~~rx~%"~'% L10 14,95 ~,~v N28 3518 W z \ Zoning: RD ~ ~ v u'.;r,' ~ 11
17,417 _ - ' _ _ _ ~ _ t k r , L 49,93 N34'02100"W Overlay;..E-,fT6 ~ k , ~ ; ~ ' L12 51.00
, , \ , ~ I _ _ - - - ~ ~ ~ S ~ v°
~ - - - , ~ , \ Lot 25 - - I, - ; ~ ' r _ _ r _ 394,
, ~ ~ ~ I , ~ ',k~~ - \ , pl i ~ , ~ ~ ~ \ \ ~ ~3 III' X8;095, SF ~ ~ I , ll I _ _ - - ~ ,r I , 1 . - , a~ t , ~ r .x ~ - ~ ~I it ~ ~ / - - , . , ~ ~ ; i
, ~ , t ` ~ \ ~ ~ / ~ t, ~ ~ , - , / ~ Lai' 26 / 4 , 1 - r-- - ~ 1 I , -y I 1 S85' _09'0 ~ - - ~ ~
~ ~ DR: ; / n v"-~C" ~h h, ` ~ A / % LOt 21i \ v ~ ` 'J~ t- ~ ~0' Pl~, Gv~, I I ~ ~ o' f' Ot L71 ~ ~ i, ~ ~ _ - - / 0„E OPEN SPACE ~OC,~. / + ,I ~ 229.66'
_ , 004 ~F ,Lot 28 fi / 1 y ~ , ~ ~ ~ ~ - ; 10; 527 F ~ \ ? 7 . , i _ , - 1 74 . _ - - _ ....,Lot 28 ~ AREA 'B' -t _ , _ ~ ~ ~ „'j~. ~ ' ~ ~ Fletcher, Harold Kent and wife Betsy 18.474. 5F , , ~ `I % Pin: 0824-02-59-0152
~ , , / _ . - 1 _ _ _ I ' - ~ , r , 1 ~ ,fi•. . ~ ' ESN Porcel ID: 183003 C COPYRIGHT 2004
r ~ ~ - \ - t aVIS W q dlR~ou,tfi.R , ~ ~ , ' i ~ ~ P,~n. 0824-0T, &9 3 77 \ , _ , , _ _ _ ~ ~ - 3 _ - _ 4 t =1f~9`k r ~ . lp ' ~ = ~ ~ r rr, 304 oak HIII Drive THIS DOCUMENT AND THE - ~ Land Use; Sinl a Famil Res.
~ ParceP.ld:. T8~062,\ ~ /3€s; ~ \ ` ~ - , _ 5130 Pane Trclil pr r' , \ \ - ~ - - - 'o - v ~ , a; - I i` 'i ~ 9 Y ~ - - " - ~ , f r ` Zoning: R-20 • '
' , f L d` Use: 5in(~le 'FprTlif ' ; ~ _ - ~ - / _ Vie i ' \ ' ~ ~ ' ~ ~ ~ . ~ ~ ~ ~ RL HORVATH ASSOCIATES, INC ~ , ~ , ~ _ ~ ~ ~ Overjoy: F-J/B . ~ , , , ' % , ANY REPRODUCTION WITHOUT - }
- - , Res. , , v ~ ~ 1 ~ ` - R.327,00 a _ ' / Tan=S,JO i / _ . ' ~ . . o y `r' ~ ~ ` ~ ~ - I ~ PRIOR WRITTEN CONSENT IS ~~4` ~ ~ ~ i
O>!erlay: F-J/~'' t n ` ~ ~ ~ - i 5 r 1 _ _ _ ~ r~;~ . 'moo + ~ Lot ~0~ - - _ - ~ ~ , - , , , '\~D4 , ",r + ~I i 10,002 SF~, t - ~ TREE:PROfECTION~f p PROHIBITED / / ~ kENCE ~ r0
I Lo 8 ~ ~ - , s: _ . , -~IPEN SPA . , , ~ ~ „ ; ,x ~ , r - .~0, Ei54 ~F I I Eq-"A 34 c of ~~J i' 2 ! ~ m , ~~f ~Q N , ,gyp ~ ~ u
, ~ _ ¢ TREE PROTECTIO I _ i ' ` \ / 10,006 SF _ - ~ - - ~ ~ ~~t ~p - Lot 30 ,~f ~ oP ~ T• 18 4 4 ~
, V ~ ,A _ I I, FENCE , ~ _ " • " , ,
r I ,t , i
~ ~ ~ ~ A V` ~ I 1 - y, . Martinez, Ricardo ~ \ \ ~ ~ Lotr17~ ~ ~ and Wife Elizobefh ~ , ~ `~A~~. • ~ 1 , - g ~ ~ ~ ~ OPEN SPAC , _ ~ 1~ ~ ;';r ~`;~-Al~£A ~ ~ l~ 'L~ot.~29 - I AREA C W
1 Y7 f t ~ I I ~ 1 20 SF Pin: , ~ t, "4, ~c` / `K , ~ \ I , , -a 1~ ~ ~ _ ~ I. 1. ~ , . -,J' -K~ i ' = 11,865 SF _ _ - _ 3 Z
0824-01-38-3902 ~ \ , . i , , ~ ~ _ (350 I ~ _ _ - ~ , ~ ~Y • `:A'1 . ~ >v. Parcel ID: 183061 ~ I , ~ k / j~ Z r' L_ - - -r. L~2 ~ ~ _ - LOT_l;Lot.31~t - I , - . 4 EX
5126 Pine Trail Dr, I_ ~ , ~ ~ -sJ I Land Use; Sin le ~ ~ ° ~ ~ ° ~ , " ~ - Q . ~ 1s~RY e~rc"~,1 36. $00 SE-(EX) I~ I - ' ~ a ~ _
. , Family Res. ~ ; ' _ , J y ~ f , ~ OrA~u"c w! e" ,52J SF PROP) L_ _ . o r7 I ~ c~c", - 0 7
Zonis R-20 I I 1 A pi li. t r, ' . Overlay: F-J/B t + ~ . r ~ ~ ` \ - _ _ _ . _l ; . ~ ii.
" % ~ ~ .ice S- r _ .,n .,,r ~ ~
` , = I = ' , c R4, V I - lD
, / ST John Lawrence V ll ~ ~ ~ ~ d1 , ~ :A'• ~ - - ~i / + \ / ' I / I ~ 1 ~ - ~r 44:86' j, Tan= d' , k )O , 3 , N / \ ~ q>. G= 04,1 _ ~ ~ ~ x
` ~ , - ~ „ ~ Jr, - I ~ . , and Wife Carla ~ \ ~ ; \ ~ ~ i _ p. ~ ~ W ~ ~ I N
. - Pin: ~ °L ~ . ~ ~ ~ / ¢1 1 ! ""1 - + 1 - ~ ~ ' '
0824-Oi-38-3813 ~ r \ ~ t , . ~ .\v?4 - . ; / , l _ - ` ~ , r. ' - - 10054 SE._ - ~_~t k 0 - ~ ~ _ Parcel ID: 183060 1 ~ ~ " 1' 4, >s, ~ y ' .x/ / ~Ot t ~ i ~ v - _ . % c- f t - ~ n-yt1 42r OC+~ L7 , X rn _ dr _ ,ya - OPEN SP
5122 Pine Trail Dr. 1 1 : ~ 9~ p, 1 ~ ~ t y. - _ ~ - ~ ~ ' T b• ~ ~ ~ i / ~ ~ t,k 10;096 .SF - ~ ~ , Land Use: Single 10 YEA FL~~ P,LAIN r. - ~ jC ~ l i ~ ~ ~ ~ ~I / ~ r - ~ i I .--1 ~ p ~ r, C Lot 2 1 1 AREA o
Famil Res. SE F,E..A, AP }7063 0058 G ~ a - ' ~ ~ ' t0 13/1 I / - I 't i y BEA NG N FFECTIVE D~TE Ol' ~ ~ , _ "f' ~ / / 1 t'J F r,~ - \ Zoning: R-20 I ~ ,P ~ Q / ~ '1 ~ , f _ . b 0,018 SFi, '~i Lot 1 l ~ ~ r,~~ , ~ _ ~ .k Lot 3
- FEBRU;@R 2, 1998 T , ~ : ~ - ~0, + p ` Overlay: F J/B W BASE FAO D LEVA~IONS R~GING , ' o < ~ + i~. ~L, ~ - - , + ~ j' 4< / ~ r , , 17,466 SF I ~ _ MIS , rn a _ - e. _ , , • , 1,.. Crt 41 1 110,082 Sf' ; ; - =a8...- . 0,6 i_ ~ ^ MM
FROM 3 -314' FIELD VERIFl6D 'ate f + ~ y:{Ry ~ `,-''c ~ . ~ ~ . i / \ I ~ t .,r • . - LJ~ r ~ i~ X10,162 ~ ~ ' I r
~ ' ~ ~ / y' . . - c ~,^ih r ~ .Lot 5 1 ~ ~ ~ ! ~ _ co
1 • , . w , f / l . , ',10 000 F 1 _ ~ - - - - ~ ~ U -
~ , ~ . . , i".O~ i r \ I ~ ~ `I ~ A ~/p ~ ` i t~. to ~t%r. Uiley, Donald E and j ~ r ~k` ~ ~ t ~ ~ ~ ~ r r~ ~ / / • ~ . / ~ ~ - ~ ~
Utle Mor aref 0 dPEN SPP~E REA 'A~ j; ~ ~ y. / 1 ,1 ~ r , I . _ Y 9 l ,1 Pin: i i i , I S'•F. 't 'ro'V a..-+ y 1 ~ ~ ( - Q
c / " 1~ ` I 0824-01-38-3722 ~ 1 1 r ~ \ ~ ` r : < 'v}~ ~ j I ~ 'i r" ' ~ - I _ - Lot i` 1: m z r, ' ~ ~ 6 ~ , ti N ~
Porcel ID: 183059 \ ~ " , / i _ , 5118 Pine frail Dr. 1 ~ r t'i a ~ ~ ~ ` -'1 ; ~ t 1 i 10,000 SF ~ , ~ Z ~ ~ ~ ' ~ ~ ~ o
Land Use: Sin le n ~ 1 i •.,'C _ l• r.: ,-J I - ,I, •2 1 Family Res. r r _ ;`CS k .r. ~ ~ ~a` { \ ~ ~ ~ ~ a T -+.14 ~ + ~ 'r, - . ~ - s , 1 V ~ '1 -1' 1 ~ (D
Zoning: R-20 i r ^ ~ . ;i k a ~ ~ ~ ~ \ 3 O ~ 1 \ 1 ~ ~ o ~ ~ ~ ~ 1 0 ~ 00
Overlo F-J ~ 0 ~ i . ~ i. r , ~ 1 t ~ Lot 9 i- _ t ; . k G' ~ ~ .y , ,040 SF ~a ~ ~ 1 o 1 x,963 SF ~t 1 ~ ~ ~ ~ ~S ~ z N
1 1\...__~~ L_ 1, ~ ~ x
~ j + ''L ~ : w,; v,~ . • t ~ f 8 F Y I I w- of 10 ~ ~ / 't. ~ / Stone, Ted G• and ~I \ ,I ~ L00 R GEC ~ , o~ ` , j ~ ~ T 1 - 0 1 ,009 SF j 1 ~ / - _ / o Q o R-2 DD y ~ , Grubb, Robert S and wife Lindo K U
Ann F ~ ~ \ \ ! ,r~l ' t +e~,t,~~. Y ,f ~ `y~ ~ _ ~ ' / t P n: 25 7"W ~ ~ / , ~ ; w~ :.F ~ 1 III 1 I ~ ~ t Tan- ; - , 1 o-Q' -0 h - . ~ _ _ _ ~ Pin: 0824-02-58-D746 O
0824-01-38-3622 i ~ ~ . . ';t'.' .:r ~ s•.,; ` I I II ( / , i , , 00.1 +•1+ L y \ ; k.e~''. t~. ~ ~ I ~ ~ ~ ~ ~ / ~ Parcel ID: 183056 ~ ~ I ~ ~r , ''z`^„ 'f ~ ~I - i _ ~ ~ I ~ ~ ~ / ~ 'I ~1 ~ I ~ Porcel ID: 183005 1 n ~ / _ I 301 Ook Hill ri * 0_ / 6~ ~ E 1 D ve
5114 Pine Trail Dc ~ t \ _ _ ~ - , „ 4 , k • ~ i ~ r ~ Reed, Betiy'D ` - ~ ~ . I ~ i , ~ ~p ! ~ ' I - % Land Use: 5inlge Family Res. N ' ! / ~ LAC LOt 7 ~ i Zoning; R-20 ~ O
Land Use. Sin le I r ~ ~ ~ I I ` I 9 Pln: D824-01-38-5537 ~ x x. ~ ; - _ _ ~ ~ I _ _ Family Res. ~ - -"^r' '~ig- w. ~ - - ( ~ I ~ ~ ~ ' ~ I Parcel ID: 183052 r'~ ~ ~ - ~ ~ : > r ~ ~ Q R' 16,085 SF I Overjoy: F-J/B ~ O -c.._._ - f~ _Z
Zoning: R-20 - {:e lr\ 1 I t ~ -rte''-~- ~I ~ ~ 'S2 5115 Longleaf Dr : , , ~ t ~ ( I ~ - T-~~7•~r _.MW 12'8, / Overla F-J B ' ~ 'r. ~ . ~ 1 ~ ! ~ , l ~ ~ i3 / Y' / Land Use: Single Family Res. ` ~ ~ I ~ , _ e~ ~Ih OPEN SPACE ~ r C ~nj~ ~ - / I AREA 'D' ~ ~ J
Zoning: R-20 l rtk ` ~ " R... _ M _ N O ~ d ~ -I -r*'---- - - ~ pp ~ - ~
Overlay: F-J/B ~D ~ . 24-A ~ ' ~J1 aI~IO:~ I''1 N
;i , 3U4.,Longleof Dr. ! ! ' ~La 'kke: Singh Famiy Res. }3~ { Savannah Realty, LLC ~ _ S87~ O Q ' ~ Pin: 0824-01-47-9468 11 E S89'46'55"E IW- ~
~ Zoning: R-20 ' CI Parcel ID. 182976 183.7 ' - - 6
I I , I ' ; ' Overlay; F-J/B , , . _ 0 Murray Hill Dr. 1143,64 ~ ~ i (n I ~'I Land Uae: Vac Rsa/Homeowners Assoc,
E ~ _ _ i Savannah Realty, LLC ~ i g• ' i i r---- _ W ~ U
V ~ ; . Pin: 0824-O1-47-3942 ' I, I ~i Parcel ID: 182973 I~~) werToyrf-7/B- _ W - _ _ W g Cn I ~ ; I: - 0
--J-~ ` 0 Latta Rd ' - - - ' - i ' Lond Use: Vac Res/Homeowners Assoc. , _ _ ~ a ! i _ - F- i ~ Z
~I, ~ Zoning: R-20 i I; v i ~ to r z Q I i'I ~
Overlay: F-J/B _ _ t r _ _ _ , I' , I W Q T ,I ~ i J i Y
I ; - ~.I ~ ~ ~ Q Q N ~ T
I I i ~ Z 2 L'I ' i j ~ rrV
! ~ ~ U :i ~ ~
j I, i I W ~ ~ I I W
I I i i Z I
t ,
I I 1 , I ~ ~ _ i ~ - ~ ~ W I
I i ~ I ,
> ; I i o ' ~ i . i ~I ~`i i ! Ala ~ l ~ ,
i r. ' ~r::; i. fi i , ; i ,I• fi ; i i ~ I ~ ' [ 4. I ~
I _ _ _ _ i i q ! _ I - . I ~ 11111 - _ ~ 11j1' "III
I i i r i I U~ ~ _ _ , , _ ~ 1'0F 3 Nq
I i - P
--'7' i
, ~ I r..-.."""........~ 9
FF~'~1,111,~•~G. 1,,~ ERY H. L
Iln 11111,
TREE PROTECTI01~ ~TECTION NOTES: / 0.5~ 83
36" REFLECTIVE ORANGE SAFEfY NETTING HOOKED A) INSTALL TREE PROTECTION FENCNNf ROTECTION FENCING AT THE SAME TIME AS THE EROSION
ONTO PREFORMED CHANNELS ON YETAL CONTROL MEASURES, MAINTAIN FED POSTS OR FASTENED TO CEDAR OR WOOD VICINItt OF THE TREES IS COMPLE RES. MAINTAIN FENCING UNTIL ALL CONSTRUCTION IN THE TREES IS COMPLETED:
POSTS WITH N0. 8 STAPLE B) INSTALL TREE PROTECTION FENCINf tOTECTK)N FENCING ALONG THE ENTIRE LENGTH OF THE O`J T
PROPOSED CLEARING LgrMTS AS DE RING LgIMT$ AS DENOTED ON THE PLAN. P ~RALL GRADING
POST 0 10' O.C. C) LOCATE TREE PROTECTION MEASUR RADIUS AROUND E%ISTNJG PLANTS tOTECTION MEASURES SO THAT THEY MAINTAIN A 6 FOOT ~ ~ 1 AND D DRAWN E%IST AGE P T ~ RAIN NJG PLANTS OR PROVI A LAN DE 1 F00T RADIUS FOR xj ~
Le end EACH 1 INCH DuiMErE:R OF TREES WIRE MESH, ATTACH WITH F T AMETEK OF TREES (MEASURED AT A POINT 4-1/2 b b „ r „ A1ND), WHICHEVER IS GREATER. ~ C 140 1 =6~ -0 H
WIRE STAPLES (ALTERNATE} EE AE30VE GROUND), WHICHEVER D) POST A SIGN ON THE FENCING ST J THE FENCING STATING:"TREE PROTECTION AREA~NO TRESPASSING" ~ ~ ~D
AND "ZONA F'ROTECiORA PARR L01 YETAL POST 0 1D' O.C. YAK, EVERY 75-100 FEET. TECTORA PARR LOS ARBOLES PROHIBIDO ENTRAR". SPACE I N ~ FEET / S G S
CEDAR AND WOOD SHOULD BE 36" E) AT THE START OF GRADING INVOLV ~ A iF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE y GRA
` ` ArTO GROUND - AROUND A TREE OR THE STRIPPIN ~ SEWER EASEMENT STREAM BUFFER FLOODWAY FRINGE FLOODWAY VERTICAL CUT AT THE EDGE OF TF x PHIL SCALE OR THE STRIPPING OF TOP 12 09/04 SOIL, MAKE A CLEAN, SHARP,
t~ X,x AS OTHER EROSION CONTROL MEA! f THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME e0 0 >o so 120 240 SCALE ION CONTROL MEASURES ARE INSTALLED. INSTALL THE TREE e 1
I r I _ PROTECTION FENCING ON THE SIDE TRUNK AND SHALL REMAIN IN PLAT CINC ON THE SIDE FARTHEST AWAY FROM THE TREE 1 = 60 LL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE
VICINITY OF THE TREES IS COMPLE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR JOB No.
EQUIPMENT AND NO TRESPASSING NO TRESPASSING SHALL BF ALLOWED WITHIN THE PR(1TFCTFt1 dRF! AAAA
F) TREE PROTECTION FENCING MUST I PERMITS. N FENCING MUST BE INSTALLED PRIOR TO ISSUANCE OF ANY 1 inch = 60 ft. SHEET No.
z TREE PROTECTION FENCE NCE
C140) NO SCALE
OF SHEETS
f
d~

¦ ~t , r i~
PIN 0824-01-48-2902 ' 0824-01-48-5969 ¦ ~ ~ `
\ ~ _ I I J82 I ~ I ~l ,i ~ I i PID 183002 183006
~ I I ~ ~ ~ / \ I I I I i ~'i PHILLIPS POINT DR. ~ ~ / / ' ¦ ,1,.
~ ~ • I I I , STANDARD F / ~ ' . " . ~ 30 ROLLE RB x6 TEE C ~ .`s~•. a ' 1,~~ ~
& GUTTER a 6 5_0 C .J I- _ _~~~V___ ~ ~ \ r / r ~ ~i ' ~ % ¦ '
~ CO ~ ~ ~ C180 SIDEWALK / ~ \ / / ~ ¦ $ k ~ ~ ' a a
C1 HW23 i / 35'R 15" RCP 80 WM CO C180 ~ ; • ' . ~ ¦ ~ ,
~ io 18" RCP _ C638 15" RCP C837 2 ~
. + ~ ~ ~
~ 4° DIP WL ' - _ _ ` ~ ~ ~ L ------_._I ~ Tb ~ ¦ ` I ~
"
_ + _ _ _ Flo _ - _ - I- - I-- _ _ -_I ~ . aax~ WL l-~ co ~ _ ~ ~ 1 " B,0 m ~ S 66.88 REDUCER ~ MH_13...1. j y~ .N I ~ / / /n~'3
P L=6 60 ' rte, H ~C 2 QO B28 1 RCP an=3 36 I ~ ~ ( ~ N ~ . j 15j' RCP ~ N ,
~ 14 CB29 18' RCP 1 B' RCP CB31 ~ I'.. ~ (p ~ / ~ ~ vOQj , ~ x. / / / ~ ~ z ~ ~ ¦
STORM \ ~ EASEMENT ~ HW24 u . , • ~ ,~;a~" ~ I j ~ 1 O o . Mii 0 M H i / ,c Z Q '1
J ~ ,~C632 ~ wM wM 11 C181 ~ o \ . Q ,.10 ~ CB 4 i ~ / ~ N~ ~ v Oi r.
\ C C180 C 80 0 ~ I ~ I FES20 ~ ~ ~ o :'~~p y; ~,x
~ i t I ~ INVi, OUT ? - HEl ~ Lo I I ~ "6127 ? , li INRLL C18C3 ~ ! ~ O i~ c i EAP ~ ~ o o Gov / 3 i _ STANDARD FH g C181 / ~ ~ Q O o N ¦
f 2Q ' ( ao 347.80 . ~ ~ - , 72 j _ / ~ I, ~ .72"@ RGP a I - - >~'-TES ~D- _ co , ~ ASS 0 C I A T E S x,1:7%.~ ~ 6„ V Q ¦ 5 ; o ~ G 10
~ ~ ~ _ ` ,i' ~ a; •r, ~ + WM ~
. • y K ,1.b~ gR~C ~ J TOR M' S---'" 16 CONSULTANTPLACE SUITE 201
!C83 . ~ R~ - I _ / I I I -,i'~ ~ / y ~ , . , -`i ti,5 BASE 8+00 8 DIP WL ' p - G _ W.. _ WL _ -WL--WL _ 1" ~ ¦ DURHAM, NORTH CAROLINA 27707
/ / I I I L - A SEWER is ~ _ / B~~UN WL ...S I 119.51 ~ i . n ~ \ EO p • _ . -I Pv S/$ IN../ 2O ¦ P 919.490.4990 F 919.490.8953
PLUNGE POOL' / ~ _ / / },~,i; I I EASEMENT ~ ~ m ~ . C 3Q° ROLLED C B 8 0 ~ ~Op
• - - r I I . & UTTER - - 5„ o ~ 0 33~ ¦ 537 MARKET STREET, SUITE LL20 I Q; 5 ` f 6 \ 3 CB _ ~I ~ O2~g/; ¦ CHATANOOGA, TENNESSEE 37402
i ~ / 1Q Q / I / ~ _ - . x ~ C180 ~ , I ~ R=2oo.0o P 423.266A990 F 423.266.5700
t• _ - ' C , . I - I I ~ ' . ~ zC k ~ n / - ~ co-Ta~ti=9-2~ N PLUG AND BLOCT~•..• ¦ ~ ~ ~ \ ~ / CB1 ~ 8" WATER LINE ,
t I ( ~ ~ % 15" RCP `X I I I \ ~ , Y X ~ C181 + o =0'09'15 ~ / INSTALL 1" BO www.horvalhnssoclates.com 15" P = ~ I~ / ~ STORM II m ~ " ¦
~ '3 6L \ L--------------~ ~---------J ~---Ji _ = ~ Lot 16 ~ !y CO ~ EASEMENT W U ~ +
\ ~ ~ ~ \ x ~ ~ wM ~ ti / ¦ ~ ~ i ,i.,.,/ 0 Q v
. ` - . . ~
~ 1 FE525 ~ U~~~ ~ 2 CB334 \ ~ ~ ; , CB 4 ~ ~ ~ WM ¦
, . . ~ i ~ N~--B - C181 1 ~ , ~ _ ~ 1 cP`~ G~ 25'x25' SIGHT I \ ~ = 15" RCP TRIANGLE (TYP. ® „
~ , , ' 1 ~ \ ~0`, ' • I P ~ INTERSECTIONS) / `a ~ L !y ~ ~.1 /
v ~ - ' " ~ \ Lot 15 ~I \ _ ~ n ; ¦ - ~ I \ ~P ~ ~ ~'e~ 30" ROLLED CURB &
a CO • ~ - , , 1 1 ~ ~ ~ ! ~o - -
i':, ' ~ Lot 14 1 ~ wM \ - 11 , WM I I 3
' / 1 1 1 ~ ~ / / ~ ~ ~ ~ 15 RCP ~ ~ ~ / 1 ~ 1 ¦ ~ I
- MH pQ
~ / ~ ~ ~ ~ . / of 13 ~ ` 3 3 PHILLIPS POINT DRIVE PLAN ~ ,
~ ~ ~ 1 co S ~ C 122 SCALE: 1 = 40 , ~ (PUBLIC STREET 27 B-B) ¦
/ ~ ~ ~ ~ 7 ~ B RCp1 40' PUBLIC RA.IY, ( )
1 PHILLIPS POINT DRIVE PLAN ~ ~ ~ FOR CONTINUATION 0 20 40 80 N MAGNETIC ¦ OF OAK HILL DRIVE
C122 scALE: 1" =40' uBLI - N FOR CONTINUATION (P C STREET 23 B B) SEE DETAIL 1/C121 ~ ¦
' SCALE:I"=40 rnncrl~c OF OAK HILL DRIVE (40, PUBL[C ft.O.W,), TAI a a SCALE:1"= ~0
SEE DE L 1 C121 - ~ , ~ - ~ ~ , ~ ~ ! a a m ¦ i
1 ! I ~ I I n` ' ~ ! I ~ j i 1~ ~ I~ O ! nM Z Z ¦ ~~bp n , , - _ ~ ; ~ J ~ OAK HILL DRIVE
I , I i ~ I ~ ~ m~~ r ! i i N rflcon McOrj ~ _ N +ryn"~ "W ~ _ ~ MH10 ;EXISTING CENTER ¦
' i I ~ I ~ J .~n~ ~ I I ! ~ I~ n~~r;F nn"'~ i UU / ~ 'o- STA 17+9~ .52 ~ I LINE GRADE DURHAM ~ ~n ~ ~n_o ~ ~ ! 1 :LOW POINT ELEV ~ 378,41 ~ j ~ Z i ~ RIM 378.87. ~ o ¦
~ i I I M~~> mF ~ ' M ~ o _ I INVT, IN 369.D0 ;LOW POINT STA = 78+21.5 M ~ ~ ! - ~ NORTH CAROLINA
I I 1 m LbW POINT ELEV = 354,99 I ~ U~~- m m ~~zz ~ ~ i INVT, IN 3 .24 MH9 2 ' o = ~ ¦ ( ~ + PVI STA = 18+~ 6.90 EXISTING 2S' LEFT OF v ao o t~m_ o INV OUT 3 6.14 ~ M
' ' I LC~W POINT STA = 13;76.75 ~I o , j ' , / I ! INV OUT 3 6.14 PVI ELEV = 3 X8.00 CENTER LIRE GRADE a,H,~,~-' ~ ¦ o , , i
380 _ ! - _ _ ___-I _ -j - _ _ _ - - - . - ___RVI-STA--. }4+80,75- _ _ I - _ _ _ _ _ - . _ .__.~..38p_ ! j I PVI ELEV = 352..9 ' ~ ° ' 38(x- PVI STA = 17+~ 6.90 ~ ' I ~N - _ _ ; - ;---._.~..~~.___.3~~00_ L._______K = 4.681. . ¦
I ~ ~N I A.D. - 12,00 i ! - to ~ ' 0 n n 2• A.D. _ -8. ~0 50.0' VC ; % ¦
{ ~ ~ ; - I ~n I ! K= 26.00 i O M
312.0' VC of ~ ~ U V I • K = 6.25; > z STOP I ¦ U W ~ m ~ CONDITION, ~i
I , n~~mm ~ ~ ~ 24 L.F. 50 0 VC ~ I ¦ ~ 1.23X ~ ! ~ w t EXISTING 'S' RIGHT OF
! i i ~ I r~rr ~ O Z t- I i cOd ~I~_~ I , 15"0 RCP , STOP } ~ ~ i ~ 2 s I I OpNgTION • _ ~ ~ ~ CENTER LINE GRADE s I YF / ~ ¦
• - _ _ _ _ . , ~ i , _ _ _ ~ _ _ 1 , s i ! ~ 1 ,I ! . ~ r-~;f ~ ~ - - • - - i o? rte. ~ ,I° I
I ~ ~ m zz ! / { ~ ~ ~ M o o a; v ~ 01 _ , .Q ~ n oM nn i I o
I ` e o m~.. a m M n I ~ ' r I I ! o ooa o o+ co
I ~ I ~ E r- N O (0 ~ r• r ~ f0 ~ / I I I , ~ + N r7 M + M A~o ~ ~O MmriM ~ „ N +NM W i I+ 000 i ¦ 12 MIN, nr t- /
' l4 f0 W i' i ~ i j ~ ~ ~ Z Z J~ lD F- U1 V j' ~ ' SEPARATIO J `1-n m ~MZ~ ao, E °p ~ a _o ~ o ;
/ M Q~> - - - + I ui ~ 8" DIP ~ ¦
~ 1 ' ' m~~ZZ mF.~Z Q , I ~ (~rn~_-~ v(nm_ pq - f i- _ _ _ - _ _ - - -t _ - - - - _ _ _ - ,,(Q~ m U ~~z~ + ~ ! U ~ WATER LINE IX ~ i U, i ~ W i ¦ I i
370 ' - - - - - ~ - - _ - - - = - - . - - 4. - _ 3'79... ! I I I - ! i ! 1~ I O 4j i ¦ , ~ _ _._.Sf2 ..380. '_.N. _i _ .
0 of I i ! % ' ~ i . h ON € ~ m TY
' N if1 ! a I ° > I nn % ~ 0 op
+'"~"'I I I ~ I + ~ i ~~O 'L,5 O~-F-I I I ~ I M ~M =2~ ~M 2 IU ' OO ' M
, i mm i ~~o 8° DIP ~ Mol M N ~ o~ I N ~ v ~ w uWi ...N r WATER L _ , ivy N (/1 CO ~ I~ 00 ~ i 8" DIP i ~ i I1) W ( Z WATER LINE rn~~~ v ~ ~ i ~ °j ,
2 ~ ~ > 1 afj U] tD •t I pig IN U > i N W O O p~ ~ i m i tp ~ N 000 Np , M pp M ~ m ip t0 C4 N ~ ~N~ ,N ~ j 24 L.F. ~ ° ~oz~ " 1 R P ~
r ~ - ...--------~--gyp--------`~-- ! .__._.--------_~~,d;~........._ ~_+'i ,__tII -rirR)~....__~~~.~sr . . - - S C ' n_~ i ; Q
~ J ~Iro~ ~ ~N ~ ~ O~ i N ~JO MI I"O I +~~M 001M I NNM O ~Mt+~!'~ ~ t- d 01 o~Mr7 O ' 'CONCRETE i a Mo ~ fM?o cp v,a ~ 00°0 n o ~N ~ + + zz~ ! t CiPO ~ PN~ , r-~~O NSF- illy -
SIDEWALK ~ ' ' a~> N ~n"~ n ~ ~ n ;O J ~ ~~zZ~ N .O ~ ra m !-_Z m ~-ZZ + ~ ~h~0 r~ ~M OJN I ~ ~ ~ i " I - v ~n~_ ~ J ~n'~~ ~ +nnul"' +~5~ M~ a~ r O iN •o ~ i $ m VC ® I N~-- I 0 " P ¦ 13 ~ i # j V~ ~ ~/q/Nlltll/~
_ 30" ROL i ! ~ ~ ! ~nnrl ~anl'~~ I mm ~ _ M Q a = _5ZZ / , ~ N M? id'.. ~ a- ~ UI~ZZ m p] ~ 4 L.F. iL~. __.~_URB- - I N ~ ~zz~ °z~ ~ ~ ~ v vl~? iv N~zzz s~ 1,0X; 133; i 1.F. i ~ ` I R~ ¦ ,~,,1 111 ,33 ~ L , , ~ti caRn~, ,
' ' / T 1 I ~ ~~NNN~~" i ; 1 ~ 2" MIN, ~ ¦ ~ •
~ m~&~~ !N<3 » <31» ~ ~ 00~ i 150 RCdP_ ~ i ~ S ~ I !Uf~/1dr~ZZ m 10~~ c001~~M I ! ~-P 1..i~~ ~ Lt7T 11 ~ ~ + + 9 ! r ' SEPARATION I ; IQ > >9 ~ I W ;
€~f x'11, _ ' t.fJT 19 1. ! - ! n~ _ ~~~m 6 . ~G a. r w _ _I 360 - - - - _ - - - , / ~ I I ~ , . , Q
.~fs. ~~s0 w I ~ m ~ zz~ i GQ ' ' 0~ i ' 'Q ~ _...1 19 ~ _ . _ 7_ _ I ~ 370
- - -t ~ i ~ ®3.37 I v ~ ~ ? v v~i it z z ~ g m I , I ~ i ~ ~
M -15-@ RCP I ! ~ w °lai' z ~ i I x> 0`~ ~ i / ! N .~'r ! i ~ ~j, "N"N" iiNG 125' LEFT OF , ~ ¦
g ~ ~2.0 ! o o >r• 6• - EXISTING 25' LEFT C . 09. ' ' .I ~ p0 ; ® / CENTER ' NE GRADE i ~..0 , t3 ~ ~ ~ ~ ~ ~ 1ER SINE GRADE ~ ~ f a n~ 1 i h °
I ~ ~ r~~ ; r7 ~P I ~.Clf 1`~ '~5~, i LOT 17 nS~ ~ 24 L.F. _ ,,0 ; ¦ 8" DIP ~7
. ~ , . ' 108 3SS.8 ~ E°T I ®1.28% ~ 6 EXISTING CENTER LU ~ ~U ,J5'~, a4 ' !'3 1. , 18" i 15"0 RCP': VF LINE Gf~ADE (STING CENTER I I WATER LINE E G~iADE i ¦
_ 24 L.F. ' , I i 1
d 1.OX X54 12 L~TI ~ 18"9 RCP ~ MIN, , ¦ _ _I _ t 1
I 402 35 38 I ' O7° I ' i i ~ { ¦ ® ~ '
I L'F• 8"0 ~ ~ 18a0 ~ 4" DIP IP g L.F; - 0 ?.03X. ' 13 ! ~ EXISTING 25 RIGHT C I WATER LINE WG 25 RIGHT OF ,m PvC ' ~ ¦
! i ~ 1 • r I CENTER LI E GRADE \ N ' ' ' X LOT 8 .R LINE GRADE / ~ F. 6 ~3~I i ¦
' I \ ~i ' 1 ' a a ! E„f :1..31 I / ~ F r ' I ,
109 ~ 8x4 ,8 , 350 ' ~ , _ _ _ . - _ _ _ _ _ , - - I , I I ¦ 3 } i i
12 MIN. . E,3.._ _ _ I i ~i-~ ~ ~0 ~ I - i ~ I ~ I _ SEPARATKMI DT 2 ~ - e' I I I ¦ . .._r. ~ _ . _ 360 _ i + i 1 i.. _ _ i
! ~ 49,63 ~ 12" ~ , ~ _ ' ¦
I 'i ~ i ~ ~ j
I ' ' , i 54 L.F. 18"0 80 L.F. ®1.0% INVi. T r OU I.qT ! ' ~ t ~ ¦ I ~ EXISTING 125' LEFT OF
! ! j RCP 014.78% ! 24'~ RCP INVT. ~ A ~ ~46C, 345,25 I I ' ' (SEE NOTE: INVf, IN r I ~ OU~ 347.80 ~ i ; I 47,25 I a i I ! W ~ CENTER DINE GRADE ; ~ ¦
i ! a 1 / ~ I2 i ' ~r i ~ \ - 1 ~ F ® SEE NOTE: ) , z ~ y. I J ; 1 ~ r ~ , ,
~ ' EXISTIN CENTER ¦ _ LINE G ADE F ;
2 PHILLIPS POINT RIVE PRaFILE ; I g p ~ ; 346.25 i C L.D''f ~8 i ®3 - Q.Q ' i INVf, IN •3 TWIN 1 a _ i I ¦
C 122 SCALE: 1 I I ! 043.97 OR' ~ I ! ~ 344,5 ~ 114 LF, 72 0 ¦ D
! I ~ ~ (SEE NOTE; ' RCP ®1.75% ! i ' ¦
! INVi. OUT ! I I ~ ' 342.80 62 L.F. 48"0 I I ' ' EXISTING 8" 5/S 4 PHILLIPS POINT DRIVE PROFILE - t ¦
' ~ 'r i (SEE NOTE: RCP ®2.77% f , i ! LINE ! ` I C 122 scam: i - 40
I ~ ' t 340. -_.-.-.1 _ _ - - - - _ _ _ - --1- , GEN ERAL UTILITY NOTES ¦ ' ' DRAWN BY: CHECKED BY:
I I i NOTE; • ! ' A) INSTALL ALL UTILITIES IN ACCORDANCE WITH THE CITY OF DURHAM ¦
I I ? I I CONTRACTOR TO ;FIELD VERIFIY EXISTING N T, ~ CONTRACTOR TO FIELD VERIFI I STANDARDS AND SPECIFICATIONS. INCLUDING TRANSITION COUPLING5. '~C TO FIELD VERIFIY EXISTI~lG ¦
I ! GRADE AT INVERT IN AND INVERT OUT OF i i i ! GRADE AT INVERTIIN ANO INI PROPOSED 48"0 :RCP. B} FIELD VERIFY ALL EXISTING UTILITIES LOCATIONS AND INVERTS PRIOR DATE dERTj IN AND INVERT OUB OF TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES.
~ ~ I F IP , PROPOSED TWIN ~2"f RCP. j I i INVERT 0 P E fi0 BE BURIEO 12 FICHES ! INVERT OF PIPE 0 BE BURII NIN ~2 f RCP. ¦ 06/22/05 IPE TO BE BURIED 12 INCHES C ALL POWER TELEPHON ~,,,,,r,•,,, _ _ ) E, AND GAS SERVICES SHALL BE UNDERGROUND. _ scalF
! BELOW THE FIELd VERIFIED EXISTING :GRADE T n,r,rn r nn nw n,r rin n! .T
oLwn +nL r+LLu vr-mnr-u ELEVATION AT INVERT IN AND INVERT ;!OUT OF ELEVATION AT INVERT IN AND ICLu vrrtmr-U CAI,)IIINU vMAUr. CITY OF DURHAM COORDINATE ACCESS SERVICE ROUTES WITH THE UTILITY COMPANIES. ¦ _ INVERT IN AND INVERT 'OUT Of
I PROPOSED 48'0 jRCP, + PROPOSED TWIN 2 0 RCP. DATUM FLEV MIN 72"0 RCP. PUBLIC WORKS DEPARTMENT D LOCATION OF THE EXISTING UTILITIES IS APP ¦
335.00 APPROVED ) APPROXIMATE AND MUST BE PROJECT NO. VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. NOTIFY THE CITY ¦ 0490
DlplEERWG DATE OF DURHAM AND NC ONECALL TO REQUEST FIELD LOCATION Of SERVICES. e
Np O:p `rO ~O -O .0 .O NO .O NO ~M OM ~M ~M MM O N ~ ~4 It - M~ (ON f0 f0 u1~ U)n N~ r7 M Oq N Q SMRM WATER DATE E) ALL WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER; 10' MIN. ¦ SHEET NO.
l0 D ~0 (I M fI h N 9 u) N u-) t0 0, Mr1 MM ~M MM M MM M MM MM MM MM MM MM MM MM rM. n D°p 00 = TRANSPORTATION M1E LATERAL AND 18" VERTICAL SEPARATION FROM SANITARY SEWER LINES; M M M M Ooh 12" FROM STORM SEWER L1JES. ¦
DOE F) WATER MAIN SERVICE 10 BE EXTENDED TO THE SITE PER CITY ENGINEERING ¦ C122 t~~
10+00 10+50 11+00 1 450 1200 12+50 13+00 13+50 14+00 14+50 1500 15+50 16 00 16+50 17+00 REQUIREMENTS FROM ROXBORO ROAD ALONG OAK HILL DRIVE ROW AS WELL
1700 17+50 AS CONNECTING TO McKITTRICK LANE. ¦ ~2
¦ ® COPYM ff 311111115 THIS DOCU EW AND THE DESIGN ARE THE PROPOM Or HOMATH ASSOCIATES, PA. ANY REPRODUCTION WITHOUT PMOR WRITTEN CONSENT IS PROHIBITED t

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PID 183002, 183006 ~ x
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Bragden, Phillip D and Brogden, Edythe ; LINE TABLE ¦ K'~
Pin; 0824-01-29-8455 Parcel ID. 182907 Durham Public Schools Board of LINE LENGTH BEARING 5 '01'50"E ¦ L1 149,5 S85
5104 Brenda Ct. Education Land Use: AG/Single Pin: 0825-03-30-9794 L2 40.00 N03'07'00"E ¦ I
Family Res. Parcel ID'. 183779 Existing 25' L3 30,00 S85'01'31°E
Zonin ; R-20 ~ XiSfip 25' 227 Milton Rd. e E 9 Overlay: F-J/B ~ • , City Of DUIhOm Land Use: Vacant Exempt Cit of Durham ¦ y L4 94.97 S03'0T00°W S/S Easement L5 12.00 N86'39'42"W
Zoning; RD S/S Easement Overlo ; F-J B PB 15?-PG 321-322 ¦
PB 151-PG 321-322 20' PUBLIC y l ~ ~ STORM ~ EASEMENT ' L6 5.99 SO6'01'00°W Durham Public Schools Board of L7 128.00 N86'39~42"W ¦
, Education LS 16,22 N8T27'll"W
~ ~ ~ S84'S6'34'E 20' PUBLIC Pin, 0824-02-59-6559 ¦ I ID. 183778 ~ L9 59.94 N8617 23 W Parce
110 ~ STORM ~ - ~ ~ - EASEMENT 117 Milton Rd, ,~`r~ L10 14,95 N28'35'18°W ¦ Land Use; Comm SVC/School % S S O C I A T E S
\ ' I 24' PUBLIC 'I r - " "".s... x ..x. r., Ll1 49.93 N34'02 00 W A Zoning: RD ~ ~ n X ¦
. , , - - Overlay: F-J/B •;~r~/ L12 51,00 S85'41'31"E
I L~ v"•, ~ ,~0. ' . ~ - - LOl 23 EASEMENT II ~ - _ - - I I I~ i ,fir, Cr; - , ~ I I ~ - _ - ' - - _ NSULTANT PLACE, SUITE 201 1bC0 r ~ ~ =__„84'59'2 '~E ~ . '
- ~ I I I I 24' PUBLIC _ _ - ~ ~ l1~, ~ I ~ I I STORM ~ I/' - - ~ ~ ¦ DURHAM, NORTH CAROLINA 27107 394: •t,
? Lot 22 ~ I ( ; ~ A - V , 0 4i-' ~ \ I I t 25 EMENT y . ? + ~ I Lot 24 Lo I I EAS / - ~ ~ ~ f ~ P 919.490,4990 F 919.490.8953 - ....585'09'00"E . ;
~ ,I ,I I ~ ~ / 10 J I i r 229.66' ~ , ' ¦ 537 MARKET STREET, SUITE LL20 I i e
. ~ t ~ ~ ` ceo I I ~ Lot 26 / a ~ ~ ~ ? _ ~ I I I s s of ~ ~ CHATANOOGA, TENNESSEE 37402 I ~ i I Fletcher, Harold Kent and wife Beisy ¦ ` ~ ~ 4- -59-0152 P 423266.4990 F 423.266.5700
' < ? CO _ II I P NT Lot 27 + • • I ~ C1 - - - I~ ~ Lot 28 , 1r~~• ~ _I ~ _ _ R19LIC ROW 9 S~~,QARD FH / Ot 28 ' * ~ i Pin: 082 02 - ~ ~ ~ X~ / { Parcel ID: 183003
~ - x' 4t / 15" RC - 1 8 ~ TEE 304 Ook Hill Drive S50C1tl{'E5.COtt1
~ gl,;r. , a Lot 21 i ? I I _ - _ / / ~ 6 GV ~ •.r 4Y~.h.: s 1 HEADWALL ~ / h I Land Use: Sinlge Family Res. www,hOrvtllhtl ' i I nin , R-20 ¦
,t , y p . ~ Overlay: F-J/B ~ I ¦ I
- - - - ~ ~ " ' . ~ ; y-'' ~ t~^. y, T a I _ - . ~y-~.-. 15" RCP _ ~ , a - . ~ _ ~aa: L . wL i ~ Y~- I ~ I
Dav w~tlmoutw R , ~ - r ~ 1-39-3.077..,•.... t,, ~ , . e S S _ a=a2°,oo Pin„824 0 r. , , . - _ h, - - - - -t run-J. = ~ a ¦ - ti ~ V~, o o, • ~ ~ . r.
..Parcel ID:,TB3062 + ~ - _ wM s'oa~ i _ ~ ~ 5.134 P1n2 T-rpiL Dr ~ ~ ~ - - . - - , , ~ o; p,, ,1 ( ~
rnl ~ , .F 18 RCP 8°~ L nd',U9e,RSs gle f0 t~~;• , ~ ~0 i ~ p~~ ` u~ t ~ 1, i o ¦ ~
~h 'R=ED ty~•t~~ Lot 20 Cp ~ ~ r - _ - ,o ~ ~r. ~ ~ 4~ ~•'u '1 1~J~" Q~ .o ' Lot 18 40 PUBLIC I HEADWALL f Rd4 ~ Lot 30 ~ ~ ~ ~ kt Q ~'i ~ I !
+`Overlay: f.-J/B r , , ~ ~ I t , ~ ~o _ ~ I I sroRM ? -1_ ~ ~ ~ ; " ~ / ~ ~ EASEMENT I - ~ ~ ` 1 I lr;
~ < y Lot 19 I , /J I - s,~ ,f. / / ' v \ ~ x' `klt , ¦ ,MEARWAGL. ~ ` I STANDARD FH 9
I / I ~ I • ~ Lot 29 ~ 8"xfi" TEE L3 ¦ . ,t ~ ~ 6" GV ~ L12
. - ` I r r,. ~ ~ r+. ~T~ ~ . ~ ' ~ / Lot 17 - , _
a I ~ ~ 1.6~ - 31 1 ~ 'l 1.D~' _ EX. LOT (Lot ) cv _ - ~ p 15" RCP
rtinez Ricardo ~ t I ,1"14 _ Tpev 9R1gc N1 1 ~ - CO WM 24' RC L1 24 RC STAN,~ARD FH e ¦ _ 1 S epe~,11~ ~ 8"x6 TqE
-r~''~` and Wife Elizabeth rl' ' ~ ~ I `r x ~RCr~, N1. I 1 Pin; of ,r ~ `'r' r - ~ I ~ ~ ~ 5 6,
OB24-01-38-3902 ~ ~ - -I I_.. _ - % ~ EXIS, ; USA . 183061 - I-- - Parcel ID• ~ • ~ y ~ ' i I% -
it Dr, ( ~v ~ ~ ~ 5126 Plne Trn 1 _ _ Use; Sin le ~ 'ice ~ - _ , t$," RCP 1 = 0 , U' W6 . _ _lpfL- •"r ~ R 41.50 e, + ~ 24 RCP L ~ - ~ 8„0 $ S / 8 ~ PVC S 5 ice,. - Tan=,o,4pp, ¦
Land 9 ~ k ' > t~ ~ - ~ Famil Res. ( r A 15" RCP' . ~ ~ 2 _ I i 8"
Zonin Y R-20 ~ ~ , ~ ' - ~ 1 Lot 16 \ 9' ~ Overlay: F-J/B ~ * - \ ' ^ ~ ~ } 1 ~ C
k~ Y yt 1 , JL~3-_~ 1 x i ~ ~ "Q+ ~ ~ ~1~"11CP ' ~ 36" RCP I ~ ~ ~ 1.,~ ~ l L.Ili.o3 - - ~ ~ J ~ ¦ Via:.-- ~ WM R.500.GC - - -
• + - . - t, 1 ~ ~ ~ ice' ~ ~ , - rm•es. - _ L7 16" RCP I 15" RCP A
V~ ~ x ' ~ ~ Lot 15 ~ V ' fi' ` 1 ST John Lawrence \~G~ r' `r: ~ _ - 1 e, = - - ~ . = ~ ~ AK HILL DRIVE q i 0
Jr. ~ '~F ~ 1 ~ ~ 10 ~ ,',`1 r I Lot 14 1 / and Wife Carla v` <r, 1 r,a ; ~ i I ~ ~ 10 ~ ~ ~ . ~3~:~' ~ ~ ~ Lot 2 ~ ~ ~ ; ~ 8 ~ - ¦ ~ ,P WM , ~ Ltlt 1 i ~ lol - DURHAM l
Pin: \ ra ^ i • ~ g@ V- / - 1 i1 M n > t b~ ~ 1 - M 8" 11 0 - - +1 WL _ - ~ ~ Lot 3~ ~ , ,1 , I _ _ CAROLINA _ ~',3~- NORT ,
0824-01-38-3813 ~ ~ 'Qt Lot 13 , 060 ` / r , ~ ` ~ 15° RCP Parcel ID. 183 ~ , ` , _ t ¦ 15" R ~ Lot 4 s ~ ~ ~ I ~ 1oAf = , ,
ine Trail Dr. "ti f ~ ~ ! Land Use: Single 100 YEAR FLODD PLAIN g~ ~ ~ Q ~
Famil Res. SEE F.E.M.A. MAPC~7E6pATE60F 'f'` I``+` - - - Y ING AN EFFE Lei >ti ~ ` j 1 36 RC BEAR ~ 'r, ~ ~ `1i ~ WM ~ W~ Zoning: R-20 FEBRUARY 2, 1996. t, i,-- S"x6~TEE~~ ~ Lot 5 ~ ~ ~ ~ 1, 1 , ~ 8 I
- BASE FL000 ELEVATIONS RANGING . , ~ ~ C ~ ~ 51, . . Overlo F J/B v , ~ ~ ~ r ~ ' ~ . `r / ./J p13 + Y' W 4' FIELD VERIFIED ` , , , FROM 333'-34 ~ " _ , ~ 6" GV ` 1 t+ ~ ~ , ¦ ~ ~ ~ i 1 1 ~ ~
. t~ \ - " Y • - ' . c. ~ r , r . ' ~ ' t. 36» RCP .
. ~ ` ~ " \ ~ Lot 12 1 M ~ 1 1~,5° RCP ~ \ 1 , ~ ~ f ~ ` l , N I
•x ~ ' ~ ~ L WM ~ STORM o ~ ~ STORM ~1 Lot 6 ~ ` 1 ~ EASEMENT t ~ ` 1 NOTE,
Utle , Donald E and _ ' \ r s. F / ' ,1T ~1 1 ~ I ¦ ~ ~ ~ ` WATERLINE TO BE
Utley Margaret D f ~ ~`a' y'S S/ ~ ~t ~ ~ % ~ PVC t ~f~ + i 6"0 =200.00 Pin: ( 'ti ~ I 3 L`XTENDED TO ROXBORO 1 1 ~ I I ~ ROAD, ¦
v.•' a ~ ~ ~ H + L=2.29 0824-Ot-38-3722 ~ r t ~ ~ ~ U 1 ,t-~ F Lr 5 t ~ / Tan=1.14 . f ' ~ ~ NOTE F `r 1-~ ~ , ~ ~ 1 p SEE 1 ~
Parcel ID. 183059 r ~ ~ - \ e =P39'1a" • Lot 9 t 5118 Pine Trat Dr. \ ; , t'~ Lot 8 ~ !.1 ~ o ¦
. 0 ~ . Land Use: Sin le ~ T.~. ~ ~ 1 Family Res. ~ _ ~ ~x),T' r , ~ / ~ ~ r
Zoni g' - I • , ..~ys~. ~ ~ r Lot 11 CO Lot 10 ~ , .4 , ~ LSO. ~ ~ ~ - Grubb, Robert4S0O2dr~w,10746da K ¦ • 1 Pin' 082
Overlay: F J/B 1~ ^ • ~ ~ ~ 1 • - •,M ~e''k . r, Y „ 4 h STORM ~ ` ~ t R` ~ + ' Parcel ID: 183005 1, ` e°n~ t5 ~ - - ~ I k Hill Drive
. - ' '.r Z fi~ •.6/1^<n ENT ' ( 1 ~ t i WM ~ 301 Oo ¦ 1 ~ Land Uee: Sinlge Family Res, i 1 _ ~ Zoning: R-20
ODWAY FRINGE ~ 'a ~ ` ` ~ ~ EASEM FLO ti; ~ 1 i `1 Stone, Ted G. and ~ ~ + . ~x~ I 1 rti ~ 4 ' ~ I Overlay: F-J/B ~I ? ' 1 ~ ~ ~
Ann F ~ ~ N86'25'17°W xn ~ ~ s 7 J L - - - - - - - - 1 Pin; . . a - - _ - 1 ~ ~ r.. - - - J I,
0824-01-38-3622 200.11' LlS, ~ `t, - ~l - - . t a , . ~ '13'52"W Parcel ID: 183058 ° ' - _ ~ r, ~ y~~ h - - ~
5114 Pine Trail Dr. Reed, Betiy D .7.. z r, :r'•, ~ 1228.8 : ~e...xi.~_ ~ :r~ w
Land Use; Single pin: D824-01-38-5537 "y. , i ' ~ ~ ? Famil Res. P reel ID: 183052 ~ ' + ~ ~ , 4: a, • P U ~ Y a ~ q P~,U BLOCK i BO _ _ S8T2T11"E S89'46'S5"E
Zonin ; R-20 15 Lan leaf Dr ~ - ~ ~ ` ~ v~ ~n6 ~ ~Y, ~ : 8 ATE 9 51 9 ~ Y~ / Land Use; Sin le Family Res. , INS ALL Overl° F-J B g ~ -R INS AT ..LINE NpT M Savoruain Reolry, LLC ALL 1 60 Pin: 0844-01-47-9468 183.76' 1143.64'
11 Z0 g' ~ ~ 10. i>7~ : , Parcel 10: 182976 ¦
Overlay: F-J/B D - ~ . La 11~ SingN Family Res. , 0 Nurtay Hill Dr. „I Lond Use: Voc RN/Homeawners Assoe. ¦
r Zoning; R-20 ~ is OrMoy; F-J/B i T ~ _ _ ..D~ .->•-J/a - - _ I N BY OTHERS
, ~ Sovanrroh Realty, LLC I I , ~ ~ O~D~R CON.STR~CT 0 ¦ ~ ~ I _
Pin: 0824-01-47-3942 i _ , , Parcel ID: 182973 1 .l I i I I j I ~ ¦
• i 0 Latta Rd .I i ¦ urrr~
i ' - - - Land Use; Voc Res/Homeowners Assoc. ; - Zort;n R-20 I ~ CA~Rt1 I ~ ~`'~N ~
~ Overlay: F-J/B j ' i i~
i i i I ¦ r0 ; + r ! ~ ( I ,,1 • ~
_ . - I i SUBDIVISION I ~ I 'I ¦ ~ ~ `
~~i ~ . ER CONSTRUCTION BY OjfH , { I 11 BY OTHERS i ¦
' ~ UND i sFiy +Ul I i r ¦ ? .n~
. ~I i I ~ i ~i 4~
' '11 I Le .end ~ ~ f ee'N~ d~ ~ ;
1 { ! , ~ ' I i,i i , I 3
, 1 i + ~ 8 + ~ - i. ,
I I a i ~ i ' 1 ~ I ~ 100 YEAR FLOpDPLAIN ~ ¦ I ¦ : -
-
e WL tx:'~ t7NML ~ i ¦
' 5iS , - i, -sis o s ~ a'~ wl. STREAM BUFFER Pkc s/s
A I ' • ~1vrrFrac LA1~ • is
~ ~ 1 I i ---r- _ ± i ! I ~
a. , ~ , I ~ I ~ ~ ¦ ~ I FLOODWAY i t
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i ' i ~ ¦
I ¦ i
i F UTILITY NOTES GENERAL ¦
A IT•an-40.1 r ~
L~ X88 04241' i i TA L ALL UTILITIES IN ACCORDANCE WITH THE CITY OF DURHAM ¦ A) INS L STANDARDS AND SPECIFICATIONS, INCLUDING TRANSITION COUPLINGS, ¦
~ ~ ~ FELD VERIFY ALL EXISTING UTILITIES LOCATIONS AND INVERTS PRIOR
i 1 , : ~ ~ 6) T ONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. ¦ Z I OC
i l ~ I I 15" RCP I C ALL POWER, TELEPHONE, AND CAS SERVICES SHALL BE UNDERGROUND. ¦
i , , X ~T ) s Z s 1~ R INATE ACCESS SERVICE ROUTES WITH 1HE UTILITY COMPANIES. DRAWN BY, CHECKED BY; W LA ~ D P s i IT - TIL U
o' ~ ' JC ' I N F THE EXISTING UTILITIES IS APPROXIMATE AND MUST BE
la ' i WL 8 DIP WL , , ~ t C 120 1 -60 0) Locnr o 0 VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. NOTIFY THE CI11' ¦ DATE
154J'E - WL - ' : " 104.41 , p _ _ _ 8 ~ ~ OF DURHAM AND NC ONECALL TO REQUEST FIELD LOCATION OF SERVICES. O6I22IO5 3 ¦
- - ~ , WL---_ . _ ; - ~ ; E) ALL WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER; 10' MIN. SCALE
_ LATERAL AND 18" VERTICAL SEPARATION FROM SANITARY SEWER LINES; ¦ = 6O 2 " E ~ ~ 'f O ~ dD 120 12 FROM STORM SEWER LINES.
NEW E _ - - - i : B' DIP WL AND ~ - - i NEW 8 TAPPING SLEEV - ¦ AND VALVE (SEE NOTE F) ~ I f) WATER MNN SERVICE TO BE EXTENDED TO THE 51TE PER CITY ENGINEERING PROJECT N0.
i , . i w i non,r onw n "nn
j i REQUIRE SCA 60
N EET NO.
8" DIP WL ¦ SH
NOTE; WATERLINE TO BE
EXTENDED TO ROXBORO ROAD. co"k 20 ¦
,SEE NOTE F . ¦
i ~ ¦
7pO5 THIS DOCUM MF NO THE DESIGN A NE iK PNOPERTY OF HORVATH ASSOMAM. PA AW REPRODUCTION WITHOUT PRIOR WRNTEN CONSENT IS PROHERTED n~
J

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PIN 0824-01-48-2902 , - - - ¦ 0824 O1 48 5969
.~~y. PID 183002, 183006
1 ¦
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13rgc~~ifr-. 'i'n~ll;,~ I ¦
R•rig4t;n, Er~,~' . Fin' V8,'74-C'1-_.. ¦
Parcel IL} 5104 C3r~n:ao C'~ i
~r~ns l Arv ; purfiam 4~~ hlr Sshnols L':~~ard ~t ¦
Fan~dY F'`=' ~ LduCOfion ~o1~~~g; Pirr nu7i 0~~ ~0 ' 194 I ¦
i~ rl~y f I' / ~ r ! Porctl ID. 133!'S ~ i,,1y I~!' C!~,rl'rum Milton Rtl_
t I'C;nF-~ ' I- 3 }1f~LE PRQIECTP)N Land U~~; Noca,t Lr,errrpi _ r _ /`.C11t1 F - ¦ Existing 27'
\ i - -fir ` > 1 v i LNI,I: u~nm _ , I ~ oy I -J/E , (:ifv of Dr~rham ~ ¦
~ ~ ' Egsen;er,i Pt? 151 t - .
I / I _ _ V
_ - j ' j - ~ „iORI~ GA;EIJE~N , " ? _ + i 1. ~ I I _ - - ; ASSOCIATE tltifhal`YI r ~ibll~ ~~hools Board of ZON ~ ZONE 1 Educaso~r
I + + ? , ~ _ _ _ - _ . I j _ - f1 Fin: OBZ'4-U?.-°~9-6559 ¦ Ti,:-L_7 AREA
. _ _ _ I _ Q _ _ ~ SHOULI.~ 111E HIJMEUNlNENS Farrel ID: 183778 16 C~UN5IJL'iAhJ"f F'f-ACE, SUITE 2C':1 3 T(?EE hkt)TECTU)N ~ I ~ 117 I'+iilh~n Rd. ¦ - I ASSuCrnlrrl ~~Hb05E To prJ So)1 / pIJRI'1AM, NCIR11-I CARQIIP•;A 2;`07
f~ ~ _ - - _ _ j ' II - 1('110 1 ENC.;: LanU Use'. Ct,rnm ~dC/School ~ n c •r ~ Zoning: RD ZONE ~ ~i~.~~~1.~~~,~ r"~1v.~~~os~5~,
- _ _ _ , ? ? 4 j STUP,t~ EASEMENT-~ ~ j - . r ~ ~ ~ ~ 1 f ~ r ~ - _ - _ `
~ , j ~ ! - _ _ ~ + + ¦ ;;3? MAf~K.ET STREET, $iJl~fE LL?0 f•. . . l
Lr+_'[ ;~I' PU[iIIC _ _ - - ~ • • • • ~ + + ~ - I ~r j j(~" j j fi,IRh1 EASEMENT-. ~ / _ - + se t~.,,. ~1 :F - j I Lot j II / / , ? ? , Lot 25 , - ~ ~ , ' + ~ ~ • t , , _ - - 7` } + + F~ P 4~Ci.6(,~h 40 F .21.~266,vr00 .J + + + ~ ~
~ ~ + , ~ f~~t_~~ .r 1s,ool~~ sF !I ~I 1', ~ j ~ 1 / ~ .
A ~ + + . y'• • . • • ~ + + - w~w~.hvraal6ass~cls~~~~.<.~Trr A - - - . ~ + + ~
. . , • + + - - - _ ~ISIDFNaIII c~1eD a p~~ Olt DR. f ~~~=~1-~ l ,i Lot , " i~ _ 7 ~ _ ~
A ~ j ~ . 7 _ + ~ YT • ~ - ~ ~ ~-V ,)L I V 4 r , • \ i L / 1 j ? + , . + + L~~ ~ _I ~ `;y~ h- - e~~~w I ~ > 004 Lr! C ~ • L,. i_ ._S ~ ~ + + + + + + ' ' ' ' ' ' ' + + + ! Fletcher, Harold I(ent oriel wlte F3e..~?
~ + ? ~ 10 ?7 Sr 1~- . ~v I ~ ~ - - - 520~i / ~ ~ I'3,4 ~ _ c ! ~ ~ _ . 16,4?4 SF - + + + + 4 + + ~ Pin: 08?40~-590152 - iPF•~ + + + ! , Porcel ID t830U3 ¦
I X20, ~F ..l+ +T~..~.-. + + + ~ + f4 N. Hil i 3) Oo I Orve ,f , ,f + + 4 + + + + + + + + : + + + ~ I I_ond Use'. Sinlge family Res. ¦
` . ~ ~I ~ I _ a , , u ~ + + ~ Ala' ; --s1~ _ ,r - , I \ f r'+ + + + +h+ + + + + +~tt~~.-,•.... , . + + + / ! Zoning: R-20
I , m , , ? + ~ ~ ~I .I - pill - _ I-nso , - S+IN~ ri1(iTIE~iJC~1, • , . • , v, + sy : s. 13c:. . + + + ~ GverlaY. f J%B ¦ _ ~ / +11-7?Rfit1A i`<•J~ : ~ .a, .r. ? 4 + + I
Lqn~ ri•, ',I „~,I~~. ? + ~ v + ~ -,te%, 1. _ - _ m 5 P~(~' i~~-a2'~.on „ I~~-327 on . 1 . ~ + + i / ~ I ¦ iun=3.80 ra'• + + +
~ _ - - . - + _ , _ .
`r, ~er~ov. ,'i~ + + G ~ o~ l_r+t ~0 ' ~ / - r ~ _ ~ ~ " + +i+ + ? +qA 1~,t10[ .F i" ~ ~ Lot 79 i I 3r~" F<tiu_E~~` ~ - + ? + + + + + + + + + ~ Y it • + + ~1,~' ~ ~ I
? + ~ ? ~ ~ 3 ~ `7~ PEN SPACE ~ ? + + + ? + , . _ ? + , . ' ' ~ ? ? A~ L~l~l - - f ~ 10 6'~~1 ,F~ j I ~ ~ ~1uo~ If" - - AREA '.n' 1 + + ? . , • • _ tee • c'` + + + i ~ I Lot 30
\ ? ~ Lit I_ I ~i~; I ~ _ _ .r+ + + + . ? A~V 111 rl ~ ~ I ~',.~..4(1' PUBLIC + + + + , ' ~ Q~ 6 F I i Sl ORM EASFMENI;. - 1
- - - - - q . _ _ ~ ? ? \ [5? 17 i I j j STORM EA:,EIAE.NI ! ~ ~ - - ~ + ? ? + + . y
• • . •.tif+t.l`? .Si'~E++++++++ EXISTING PROPER~fY I-udE ~ ~ ~ ~ QPEN -,l' CE . Y Y Lot L9 ¦
I,d~,l r ~ ~ + ' ? + ~ ~ j I i 1 720 SF ? + + + + ? ~ t , _ raitf9 It3 Lht- .,Ir, ~ ;ice 1~,( (~G ? 4 I ~ ~ .~.-s . . . y . A. •r+~ + ~ E+ + + _ ~ I 11,865 .~F t ' _ --7 i
i d ~,"F of ? ~ ~ 1 ~ I I ~ j~ ~ ? + ? + j ~._r : . . . . , , . r)8 U1-38 ~ : ? + + + + t~ E.X. LQT I_at {1 lr 1 t ~ ~ • I
F'artel If)~, la1_c~1 i ` ~ + ~ ~ i S5' t~~ ~ ~ r :iC,80~ 5F Ex
` 1''h Pin r,~ i ~ 4 ? . ? ~ I i ~tt t Lon[I 1~5e -.,gig ~1 ? + ~ + ~ ...fps--ti-~. 1"+ , . ` ' + + 4 + __C_ ~ pY1FLt1Mt;w, ~5,~17_aF ;F'roP)~ I ~(!'1'j..~..DRN ' _ c
. _ _ _ y-_- ~ a _
- ,':,,~5. SIGHT ' - _ r ` J _ 4 _ , C;i;NC, _ , / ~ PTE - _ '1 E=s3.is t~iaraNeE `
~ ? + PRGPOSED DEiCNTIOIJ P ND ~ • + ~ .y.,.-i ? ? + ? + + + + + + ~ 1 . . ~ ~ ~ ~ - ~SIUEJJALk ~ Fpw' - - S84'5T2 ^ - r ~Ci(30 oe f e-also TkIAN„Lt:... ~ ~ ~.%l'.. gE. 0 i" taa-`,._ - 5 ,ONC. - ~ ¦ I_ot 1f, k- ~ 1 _ .~~~.~i'~1. 10 _ 65 `~ICiE'~ANC_.~ ~~e Q•4rn a,~ ~ ~t~ +p4 tP°i'}~s[r
- -e , ? r , , ' + + + ? + + ? + y 3U~ It Q 1 - - r t 11~,05U St I~ ~ \ \ I i Y' i ' i "-f~„- ~.m'.~en~°•..xsw ~ - ~e.W~ l~b I Y I I..•. fl..~~ P,, ~ 1 1., . 111:(.5„ ~I ~ i _ - r' a ¦ .i _ - -
[40J \ \ d\ \ 7~'R 1 ~ ~~i pq _ - - - y~ BULLED s I , C _ ~ ~ f a ?5'R \ 0 y,-L..,. - ~ v~ - rr I ~ - , i CURB ¦ / 4 ~ t ,
1f ? v fit' ~~3 rrii hl,P ~ ? • • • •A i + _ ~ Lif I~ PRDPEItTY tn\ >6%-"%~ OJ !>.a ~z~ ~ L 789..1 - ~ ~ } l ~.`e^ y~s~..d I" w s`'`~ r^"'~ r; l ice/ _ R=590.00 ~ ---'_-'S+ I I I: 1 i'. i 4~:~ , ~ ! 4 t.,.t 9 ~ . PRDPEhTY LINE ~ r~ , ,i, ys _~-~-1 ~ ~ ~ '1 Ton=99,6E - ~ ~ - X St ~ ~ r~
'v f ~ 10,0,4 ..F ~ tf) h~ reR~ OP..:'a_Di-.~[t 3;;~~,. I ~ . 1 Lak 14 ~ - (tn tre removed) y - .nq~~-' ~ c>; i - ~ ~ a-~21'.~'a""". ~ tri Ptvvemenf ~ ¦ -'~;~~`le;,- \ / C ' ~ =OPEN SPACE 1 P - 125'x?5' SIGHT rp ~ti...~°" ~ ,iJ'~~ga tea- ~ 1 ~t i
+ ? i ~ , , ' 1 , 404 ' 12~ x25' LIGHT Parcel ID ~ ~ + ' ' ' ' ? - ~_y + n', , , , , , + ? ~ t 10,1)96 SF ~ ~ ~ 1 'DISTANCE TRLANCJ. l _ I ~ ;i 1 L", hh,e T :1111 ~ ~ -v , ~ + ? + ~ + .0~.. , . • + ~ ~ t 406 ~ ~ 4 CONC. ~ 1 DISTANCE TRLANCJ.C=~~ \ F3F --'1 '1 1 Lot ? 1, ~ AREA 'D~ I f 25'rr ' ¦
~ + ? + _ _ _ + ~ ~k-; ? Lot 13 ` L~11 t1iP: t'.l~"- I li'~ f}. it flllr)U FL^'N ~ , _ • , • • ~ ' ~ • ' • ? ~ ~ ? + 0 + 4 ~ - t ~ , _ti ~ C180~IDEWALI< 1 D AT~O ~ i bfJ,U18 SF ~ Lot 1 ~ ! ~ ~ - - _ _ , . w., D IC,..~ ' - 25'x2a' SIGHT ~ ~o vi 4~ - ~ . - R ~~C ~ ~ ~ ~ + Lot .5 J ~ ~ z ~ 17,466 SF ~ , _ ~ ~ r ~ ¦ R - . ~ R t ~ X07 DISTANCE _
Fpmily Re.. I atC E.E.Id.q P.4P.F 3'Ob.~uL~!J~~ A ? ? , ~GGD '}S : , + ~ 10,04Q .~F ~ « ~ 3(J" ~R 11 .D ISUif4NG r;N EFr'EOTI`al~ DATE V' ~ i 0 ~ + - ' Tuning R - ; s,••: 0 1996 + ? ~ YP , ? a v 4 tv 4 . ~ ~ ~0~ ~ 1 , ~ 1 4 ` ` 110,08? 5h C~ TRIANGLE ----r in M 3'd5'43'E ~ ~ s r~ 1 ' I_ot I ~ . ~ 1'~ i 1 .n 1 309 ~ \ 1 1 ~ ! - zs'R lam' ¦ '
Joeiay F-I ' H ,t F~'~~)LI ElE ATIf1NS FAaLN~~; l~ ~ 4?+* ? ? ? t . . . ? , C180 _ 1- f12~.)tii '35-,944 1lELD vCkIRE_D ~ ~ ~ ' ? ? ? ? ? ?1 ? ? yyl~ ? + , '~ti ~ ~ 1 ~ , h U 'I b.. S 1 - ~ ~ t ~ ~ 4r
y~ i I '1 - 1 ~ r 1 . i ~ GxG ~ ~ - ~
~ t ~ '6 ~1~, x25 ..Ir,I~T~ 1 ~ 1 ~`i . ~ ~ 1
~ ? . , . , . + + Lot 1 1 --`ii'' ~ i DISTANCE 1 IJ I JI ~1 't \ ~ ~ ~ END EX,S'r1;~9; - ~ - _ , l TRIANGLE ~ ~ , 1 i C&G • p ¦
~ ` ,1 • t , ~ ~ 1 I / 3 ` ao" Rot-LEO - Ev ~ " ,1 ~ 1 1 t 1 f---- C~cG, TYP
~ ' p~ 1 / 2' ~ Lot 6 ~ 1 ~ ~ ,cl~lo , ¦ C r ~ e' t 1 t 1 U k HILL DRIB E
/ ~ 0 10,000 SF 1 ~ , "`f 05'x25' SIGHT1 ~ ~ 1 ! ~ EXl5tltl~ 50 ¦ ~ 1~ ~ 1 1 31~ 1 1 1 1 ! Public ROW
5118 PinE In \ ~ + 7 4 + _ _ ~ o/ r' r. 2 f -.29 ~DISTANGE TRIANGLE ~ ~ 1 ~ ~ ,1 ~ ! 1 ~ 1 1 1 ` ~ ~ ~ ¦
Lane ilse - , .4 i ! a/ ,yi 1 1.1e t ~ i + . , a.~= , _ .F « + ~y .i i 4 ~ O\, t,,. \ ~ / , ~i =0'39'18" I . gyp. - ~ " \ ~ i = ~ 1 Lot i 1 1 ti 'T ~ll -,1 ~ ~ ~ it i Lot $ ~ ~--5' CC;hI~~ ~ 1 ~
t'anln~ R y ? ? 4 ? ? y - - 1 _ , ? ' ~ ? y ^i.~` A ~`~s~`~i---~;/ 1 16,040 SF Crerlay. F 1''i; i. v ? ? ~ + p ~ / ~ 't- - ~ 1 ~ 1 40 ~F ~ ~ 16,963 ;r ~ t ~ ~IOLwArK~citlaj 1, t " , 1 1 1 ~ ~ ` ,
. ~ ~ 403 1 ~ + ? ~w ~ ~ ZONE 1 t~, „ 1 Q 1 f ¦ 03 ~ 1 4 1 ~ j ~ 1-- - L . 1 w i ~ I 1 t v v
r 86 S + f ~ ? .c ' _ ~ 1 b,GG3 SF ~ ~ I _ , 1 ~t ~ R ~ °6,a ~ ~ ~ ~ Grubb, Robert S and wife Linda K ¦
S' f (nd I~IJUIJY~.,1 rl.i~l~f ? ? ? ~0 '~1` ~ ~ ~ ' s ~ r- 405 ~I~nL • ? 9~ 1 ~ ~ ' 1 tan- ~ - Pin, 0624-0?-58-(1746 I ~-0..,15•• ~ i . _ 1 i ~ _ ~ ~ 1_ _ Parcel 10: 183005 ¦
I ~ Z a ? , . o~ ~ ~ ` ? + 3e _ 1~ t ~ _ t---...__. i t i ~ - I , - ,i 301 Ook Nili Orive 4~' 1 Land Use: Sinlge }am'dy kes.
- ~ 1 Pf,~~.e ~ - - - - - 1 ~ T ! Philiit~s P~Ini ! ~ ~ Zoning: R-20 ¦ f U Lii' Lot 7 ~ i Overlay, F-J/B t
i 'r: fin - f - i - - - ~ by - ire'.. ~ C18it D - ~ 5 _ - - - - R3 t~ - PRQPO",EU 1 o,0i3~ SF ! ~ I ¦ _ LI ErJ SP~,CE ~I J o ~a ~ SIDLW,41_KS ! ,
I P I ill a -IJ1 1~ .'~.9 Ti _ I 1 !_Ta a_uGN AREF; 'D' ¦
I ~ \ 1 r~ , ~ C , ' I; ~v~ her, C ~4P ~ n ~ 1 ~ - .,.e a; i , ~onri bse, '7~,ngla Fam~,~~ FteS. ZONE / i ¦
I onng: fi-2G i ~ i ] ~ Wa ~ r, iA~n 1 ~ - TFCE PRGTEC'fIGN 3 ~ ~lecr'~pti; F-J%B i t ~ Pin: 0824=01 ~,8-759$ 1 ` fENGE ~C110 ? TEMP~)R/II~Y ~~T~~ T MPC)RARY °T" TURNAROUND'----~ ~ ~ ~
~ ~ Farcel ~U, .&.,015 \ TO BE FROVIGED _ C100 I 5114 Lonclaaf Dr. 1 c ~ I ~ ~ ~ ~ - PHII_LIP,, POINT D ~ BE F'RO`dIDED UNLESS Savannah Really, L_C ¦ HII_LIPS POINT DRIb'E 15 j Pin: 0824-Ut-a7-9468 _ _
I I r o~A U;e `.,ingle FarnBy Re=,- ~ - - 1 I 1 J A [cnlnq; R-20 ~ ~ - _ COM. LETE.[. PRIOF OMf'LETE.D PRIOR TO C'ON:;iRUCTION ~ ~~I Porcel ID: 182976 ¦
1 I A, rjve;rlo~r. F~-v/B ~ l - PHILLIPS Pt)INl D HILL.IPS Pt)INT DRIVE IS TV TIE WITH BOAC. 0 klurray Hill Dr. - _ Ltm.d Use: Vac Res/Homeowners Assoc. ¦ _ _ _.__-I - Zoning. R-20
I I I t ~ ~ ~ ~ ~ I ~ ~ Sa~onnah P.ealty, LLC ~ I _'f5vzr ay'"~F-~ - -
=i--+ ' Pin: OB?4-U1-47-3942 ~ ' 'I I i Porrel ID: 182973 ~ 'i ~ - - - ¦ I - - - i
- - - ~ 0 Lotto Rd f I - , - \ Land Use: Voc Res/Homeowners Assoc. ~ j I ~ ¦ II
!I Zoning. R-20 l I i.I I r ~ I ¦ ,y1 ! I I i + cA~
Gveflav. F--J/B ~ i ` , _ i - I / I ~~~INI ICI ! k: ~ ti • ..1 . ! ! . 9
I I I'.~ ~ , • E ''ti. ~ ~ / 1 0 M
i ~ ~ I, ~ - - _ ~ ~ ! I I ¦ 9 ~ I I i' _ / 1
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¦ N DRAWN BY: CHECKED BY:
ZONE 1 ZONE 2 scA~: ~ ¦ l~~
¦ DATE ¦ a~~2~~as
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PROJECT NO. ¦ 0490
¦ SHEET NO.
¦
¦
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0824-01-48-5969 ¦ ,r•E.
183002 183006 PID i
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Brogden, Phillip D and Brogden, Edythe ¦
Pin: 0824-01-29-8455 Parcel ID: 182907 ' LINE TABLE
5104 Brenda Ct. ( purham Public Schools Board of LINE LENGTH BEARING ¦
Land Use: AG/Single ~ Education Family Res. I Pin: 0825-D3-30-9794 L1 149.55 885'01'80"E ¦
Zoning: R-20 ~ Existing 25~ Parcel ID: 163779 Overlay: F-J/B Cit of Durham 227 Milton Rd. L2 40.00 N03'07'00"E Existing 25' L3 30.00 885'01'31"E ¦
y Land Use: Vacant Exempt Easement 9 TREE PROTECTION 'n : RD '~V S S Zone City of Durham "
_ _ C110 FENCE 9 • ~ PB 151 PC 321 322 Overlay: F-J/B S S Easement L4 94,97 S03;0100 W ¦ ~ _ L5 12.00 N86 39'42"W PB151PG321-322 ASSOCIATES
~ ~ ~ ~ 2D' PUBLIC L6 5,99 SO6'01'00"W ¦
~ ~ STORM EASEMENT Durham Public Schools Board of L7 128.00 N86'39'42"W Educaiion ¦
• S84~~E ' Pin: 0824-02-59-6559 LS 16'22 N8T2T11"W 1 ONSULTANTPLACE,SUITE201 TOT-LOT AREA Parcel ID: 183776 L9 59.94 N86'17'23"W ¦ b C
1 _ + _ _ 1105.11' (SHOULD THE HOMEOWNERS 117 Milton Rd. ^x DURHAM, NORTH CAROLINA 27707 3 TREE PROTECTION TI N CHOOSE TO DO SO ~ ° u0 14,95 N28'35'18"w 490.4490 F919.490.8953
- - ,p ~ 12,.. _ _ _ ~ ~ _ 1 x (QD I ~ - o _ 10 FENCE AS50CIA 0 ) Land Use; Comm SVC/School ,~c r. P 919. CI ~ L11 49.93 N34'02'00"W ¦ Zoning: RD
• i _ _ _ Overlay: F-J/B ~ L12 51.00 S85'D1'31"E ¦ 537 MARKET STREET, SUITE LL20 _ _
\ r - - ~ LOt 23 S 0 EMENT ~ ~ I i . - ` ~ v ~ A j 17,417 SF I ~ ~ , ~ - - _ - - CHATANOOGA, TENNESSEE 37402 sa4~ ' ¦ 90 F 423.266,5700
~ P'~y ~ I ' ~ ~I ~ 24' PUBLIC - _ _ _ - aq LOi 22 V ~ ' ~ STORM EASEMENT , -....x..59 2 ~ P 423.266.49 - - _ - _ ~ 39,4:
,'aR ~ ~ , 10,670 SF - ~ ~ Lot 24 Lot 25 I ' ~ 1 ~ ~ ' k;` ~ ~ ~ www.horvathassocia es.com / S85b9'00"E
_ ~ 16,000 SF i~ 16,005 SF '12' ~ ~ / ~ ® ~ ~ ro ~ ~ - _ , / ~ 229.66 _ _
9/ ~ 0 N 14 I ~ I Lot 26 ~ / • 1 / , , i I OPEN SPACE ~ + _ . - , / i ¦
~ Lot 27 - ID ALK ~ ~ ~c1aD 40'PtI~,~ROW I I ® 16,004 SF Lot I AREA 'B ~ ~ ~ Fletcher, Harold Kent and wife Betsy Lot 28 - _ ~ % / Pin: 0824-02-59-0152
4'~ ~ A'` ~ - _ ~ / v r ; ti h ~ ~ Lot 21 1 ~ h ~ - - L_ 18,4'. 474 SF _ ~ ~ ~ ~ % / ~ Parcel ID: 183003 ¦ 18, J .X 304 Oak Hill Drive
T ~ ,~<,;j• ~ 7 SF ~ ry ~ 124' ~ 123' - - - , . ~ , ~ 10,52 / j ~ ~ ~ p, / i Y ' land Use: 5inlge family Res. ¦ , ~ ~ 14 Zoning: R-20
~ ~ ~ a _ N 100' / n • 4' ! Overl F-J B ¦ ay. /
~i Seq 5 _ ~ c ~ ~ _ ~ 89'_ ' I 'rrc. taodTR~l~cir. I ~ 'T9~~R~MA1N, 3 j
..Pa 1 ~ ~ ~ v ~,Y~ ..0 - - - - i - - _ _p['~, - R-3s7.oo ~ ~ - 4 • Y > C180 ~ m I ~fq R•327.0a O ~ Ton"3 { ~ . r , ~ I ~ ~ ¦
• •-mac r . • .
25 115 ~ •ing. ~r ~ ; r ``~~tyb1 ''~O' i'` - ~ ~ ~ ~ ~ ~
s ~ r Ok ~ Lot 20 ~ - ~ Overlay; F Q ' a:~ ;v 02 SF ' ' . 6j' Lot 18 r 30" ROLLE6 2' PEN SPACE' ~ oQ 10,0 / 3 ~ , ' , ~'~ea~`ot~. ~ lot 30 I ¦ , , ~Q '..gyp
w v ~ 1 / ~ ~ - I,. 10 654 SF ~ ~ CdcG ~ AREA 'A' i ® C180 - a / ' 40~ PUBLIC ~ ~.i , ® _ ~ 1 i 10' 18,404 SF I
• % Lot 19 7.5 " ~ ~ ~ ~ ' ~ i ~ 10,006 SF 1 ~ 1 20' PUBLIC ~ STORM EASEMENT ~ i ~ ~ OPEN SP CE , ' - ~ EXISTING PROPERTY LINE
, ~ \ ~ ~ ~ ~ ' ~ STORM EASE E - x - ~ ® _ , ~ I I ~ " 9~N ~ I ~ AREA ~ ¦ Lot 19 1 ~ ~ ~ ' ~ , ~ kR~A, ~ ~ ~ 12.5 11 865 SF ~ _ ~ L3 _ - L 12
,5 `~9 ~ ~ I Lot 17 ~ ~ , ' ~ . 1 . Y ` ' . , i{NCi, PROPERTY iaNE.~ = = 1_ - ~ _
\ ~ i 11,720 SF X ~ Martinez, Ricardo rr ~ i .LOT (lot 31)1 91' , N ¦
and Wite Ehzobeih ~ ~ ~ ~ ~ ~ ® . i; s ` ~ Pin: ~ a~: k• „ ~ ~ ni ~ ` ~ ` _ Y ewe 36,800 5F EX) 1 '1 ~ ~t"? - N I~e,a' ~
` 0824-01-38-3902 , i ~ ' , v - - _ - - ~ ~ ; ' . , :183061 . ~ ~ . - \ . ID Parce I ~ - ~ L_ _ wl e~ 527 SF PROP it _ ~ ¦
5126 Pine Trail Dr. rr`•` s.. --'i` ` ^f, l . _ _ ~ - ` ~ I ~ ,-"'J i
Land Use: Single ~ O°~AI SPACE„ ~ , i _ r 4 ' Family Res, ~ ~ - - _ ~ _ 25'x25' SIGHT 'I a 5' CONC. ; , 1ti0 _ - ~ ~=sa.7s I 5+,, DISTANCE . ptCP _ _ seris~lE 5' CONC. a~i.ao ! ¦
Zoning. R-20 F - / 1 Y' / y ~ • PROP05ED DETENTION D l~ I 5 Lot 16 D , I CL00 SIDEWALK i BE p6 t44,gs - Tm=+a.ip , IVE . , TRIANGLE.. ~ = OAK HILL DR SO o Lot 16 `;9 \ ~ ' w ~ ,OW•, 2~R n.erax ¦
\ it ~ ~ , ~ 10,050 SF i ~ ~ R _ _ DURHAM ' 10.050 SF „ o'',~ ,R 1 ~ v ~ ~ ~ Ct
~0 ~ ` ~ . ILD g , „ t ~ ~ _ . . . . , • - _ j ® 25 I ~ G ~ 103 18~•0~~ ¦ \ . Sp _ NORTH CAROLINA
o I , . ~ ~ I 1 ~ 5T John Lawrence V ~ ~ - - _ ~ 25 R i es~ 1, Op,,',, ~ ` ~ ~ w g ~ R+70000 - ~ isfing 18' PROPERtt LINE o~ _ - ~t ~ 50 , = ear+i'" - - ~ L7 ~ strip Pavement ¦
Jr, G/ ~ c' •n~ ~ . ~ ` , \ - LOt 15 ~ `I PRObeRren / - ' 1 1 ~ 5 ~ (to i (to be removed) p, Sv' .n5rf- ~ i OPEN SPAC ( j ~ 5 , , ~ 25,R ¦ )
and Wife Carla •,0 * ~ , ~ ~ y 10,054 SF ` I Pin: ~ , ~ • ` ~ ec I Lot 14 ~ 4 4 25'x25' SIGHT I ;y ~ . ~ r- ~ (STANCE TRUNG 25 x25' SIGHT ~0~ N?siy"•- / 0 i 1 I AREA 'D' I ` Lot 2 ~ 1 / 8!0 (STANCE TRIMIG~.E- - Tp BE ~ 1 Lot 1 i ~ 2 'x25' Io'"
0824-Ot-36-3813 - _ ~ c~l;••. ~ ' 10,096 SF .d~.•r , ~ a, ' 1 4 5' CONC. 1 ~ X01 Parcel ID: 183060 ; ,k~ ® ti . ~ 1 ~ R~O,W, - i, X10,018 SF, ~ , 10 25,Rp'4DICAt~....- ~ 60 ; ~ Lot 3' , 30 1 11,466 SF I STANCE ~~i..
Il Dr. ~ 4 ' . ~ / ~ LOt 13 i ~ , C180 IDEWALK 1~ 5122 Plne Tra ~ ~ / ~ 9 10,040 SF ~ ~ , ~ ~ ~1 Land Use: Single 100 YEAR FLDOD PLAIN ~ . , L,,• ~QQ v ~ 9 ' 25'R ' .,1 1 1 110,082 S~ ~ ® T (ANGLE i _ --M tot;i43'E.. _!o ¦ i 9' , ' Lot 4 ~ 1 ' \ ~ ~ f I 25 R 1' -x, o..___.
SEE F.E.M.A. MAP 3706300058 G ~ ~ ~ c;'~,• j'~ I 30"iR LFD Famil Rea. + _ ~ ~ ~ ~ s' , • ® C&G'. ~ Y BEARING AN EFFECTIVE DATE OF, ~ - ) h 0180 _ ¦ 6 t ~ X10,162 SRi ~ 1, S0' ~ I
Zoning: R-20 FEBRUARY 2, 1996. ~ ~ ~ Y \ ' ~ r v I ~ 9 NS RANGING `"v. ~ v:' ~ i~r- ? ~4 C c/ r; 1~ 9 I - Overlay: F-J/B w BRA 3 00D3~E FlELD VERIFIED 4 _ , ,4 . • ,,•S' ~ - ~ A ~ i ~ ~ 1 - 1 ~ 1 - - ~i ~ Lots 1 '1 , , _ ¦
F , ~ a ~ ~ ~ ~ ~3n"F. ~ v • K1 r. Y ~ ~ " y73$~38' y y, ,~f N73Z .3e on ~ ; , 1 1 ~ - ~ A ~ 28'x28' S1G~ 10,000 SF i i 3 30"Z#pLLED
, • ~ • ~ 9 N ' 1 olsr~ncE ~ ® 1 1 t ~ ~ clao c~c, TYP, I DRIVE ¦ w. ~ 1 1 ~ 5 OAK HILL ,
M M • : ~ ~ . 1 ~ ~ ~ ~ . ` Lot 12 i ~ m O ` • ~ ~ ~s , . ~ Y. ~ .,r ~ \ 1 f 1 1 Existing 50 ~ g0 ~ ¦ r , \ ~ 6 1 1 N Public R01T
10,120 SF ~ B ~1 10 OOD SF 1, 1 ~ , ¦
onold E and F 'e; ~ ' ~ ~ 41 - uuey, D A AREA A' ~ a ~ v~ v 'Y ~ ssao3'S3rt 00 i OPEN SP CE y a ` ' _ _ Utley Margarei D ~ ~ • c 4.~.w`` C~•9 t~~;` . 5. ~ ` ~ 3i§.1Y ~ ~ N ~ , 1 = 25'x25' SIGHT 't ® ~ , 1
Pin: 1 0 ~ a' d ~rt-•y~Q 9 , f : N i ~ ' i 24-01-38-3722 ~ c~ Y v~v ~.c~+a~ : i 1 DISTANCE TRIANGLE 1 1 g' ~ I g ¦
Parcel ID: 183059 v e G v N ~ t ~ ~'ti ` 5118 Pine Trail Dr ~ v ~ I Lot 9 ~ ` 1 0 , '1 , i i, N ' 1 ~ , M ¦ i 5' 4 , ~ i i
, ' ti' , ~ - ' ~ ~ . . Land Use: Single i~~r ' ' ~ , • ~ 1 4 u,.. ~ ~ ~ , . , F - .ot 9 1 Lot 8 sroEw ' " ~ D40 SF '1t2p 16,963 SF ~ - - C1e0 ~ ~ , ~ ¦
F mil Rea. _ ~ ~ ~ 6,040 S Zoning: R-20 " ~ , ~ k 'G„ • t. " , ~ a i 4 1 ` o ~ ` In ¦
Overlay: F J/ ~ ' •;~i`.~o • Lot 11 Lot 10 1 , _ Grubb, Robert S and wife Linda K ' ~ ~ 1 1 1 p. .oo i ~ Pin: 0824-02-58-0746 I
. ~ ~ a , 186 SF i v , ~'a 16, ~ _ 9 SF 1 qs• 16,00 , ' ~ n •~Ty i, F- - - - - - - ~ ' Parcel ID: 183005 ¦ ~ 301 Oak Hill Drive
Stone, Ted G. and FLOODWAY FRINGE • ' `1 v ti ~ ' ~ ~ ~ 1 1 ~ 1 Land Use, Sinlge Family Res. ¦ 1 1 I 4D' 5106 Zanirg: R-20
Ann F N86' S' „ _ 1 ; 7 f, . ,Sx ?V• ~,~,,e,' 20 ~ _ ' `'i Pin: . ~1i~W . L9 B.s C t`' " -J - t 1~ PU(BLIC o I hillips Point Lot 7 ~ Overlay: F-J/B
- - -3622 - - - - - l_ - 0824 01 38 200.11' ?,y y., ` y - - - _ ~ t ~ R. ~ 7 - - _ _ _ 1 ~ gQ'W PROPOSED 16,085 SF ~ OPEN SPACE
Parcel ID: 163058 " . - 5114 Pine Trail Dr. Reed, Betty D rt ~ - - - ~ r ~ , ~ ~ n - _ _ _ _ - - 13 52~W 1228,8 ' _ J g SDEWALI(S N ~ AREA 'D' o I~;M ~rQu~c_ _ _
Land Use: Single Pin: 0824-01-38-5537 ,r • _ _ _ Famil Res. ? ~ • . i ~ y, a. Y Parcel ID. 183052 ~ ~ ,w N r ^ ~ - r ...#n' I
Zoning: R-20 5115 Longleaf Dr is ~ y ~ p ri U. o d ~.t3hi6 J 4, G 3 „ - i TEMPORARY "T TURNAROUND - _ S87 2111 E
Overlay: F-J/B Land Use; Single Family Res. j _ ~ ; ~3onno•,L`~ TREE PROTECTION TEMPORARY "T Zoning: R 20 • '~~pla 9J~38`7598', FENCE Cl TO BE PROVIDEC TO BE PROVIDED UNLESS i'~ Soronrah Realty, uC _ _ 889'46'55"E
Overlay: F-J/B ~ ~ \ \ 1D;,1.8301~ 0100 PHILLIPS POINT _I ,Longleaf Dr, ~ PHILLIPS POINT DRIVE IS ! ( Pin: 0824-D1-47-9468 183.76' 1143.64' ¦
' L `,~'Wt: 5in le Famil Res. ' COMPLETED PRI( g y ~ ~ _ - - , , . _ _ . - _ PHILLIPS POINT ~I Zoning: R-20 , COMPLETED PRIOR TO CONSTRUCTION k•? Parcel ID: 182976 I S 0 Murray Hill Dr. PHILLIPS POINT DRIVE IS TO TIE WITH ROAD. i i•J Land Use; Vac Res/Homeowners AgeC. ¦
~Y: F-J/B ,y, - Zoning: R-20 ~ ~ , , _
Savannah Realty, LLC ~ i Pin: 0824-01-47-3942 I'~ y' ~ , I 0 i i ~ t ~ - ~ Aso n$ ~ j' i I ~ ¦ :o r,
- ` -I ; ~ i Parcel ID: 182973 , I i ~ ~ "A
0 Latta Rd , , ` - ~ Land Use: Vac Res/Homeowners Assoc, ' ~,i ~ I ~ ¦ ~ ~ i A
l Zoning: R-20 ' Overlay: F-J/B I ~ I IJ ~ i
, _ , , ! i ' ¦ f
; ~ i i:~~ ~ . •~N INS
i l i EXISTING LATTA; WOODS
I ~ 1 i j ! ¦ pnu pN ~i ~ SUBDIVISION .
I ~I I T~UCTION ,
UNDER CONS , ~ ;
• I BY aTHERS ¦ ' ;.1 I
i ~ •I :I
- - - - I _ , 1 l I ~ ~;1 I ¦ ~
I i `i i k.~ ¦
I ' i I .
. , I ' ' ¦
i I ¦
¦
TEMPORARY CONSTRUCnON EASEMENT
MAINTENAN~ AND FUTURE OONSTRUCTIONI ¦
8' A8C STOf~ EASE W/2~'~2 ASPHALT UNE OR APPROVED EOUAL PROPERTY _ ¦
PROPERTY LINE _ - r'-' TE PLAN • OVERALL SI
I I a0" I e end ~ L
1 CUR! e I b N NOTES~ . NOTE LOT DIMENSIONS ARE APPROXIMATE, C1OO 1 -60 1. PLEASE
8, I 6 0 SEE FINAL PLAT FOR FINAL LOT DIMENSIONS, ~ ¦
H 0 SEWER EASEMENT D ~ ~ 120 2. 100 CITY OF DURHAM STREAM BUFFER LINE RUNS ALONG ¦
EXTEtD SIDEWALK I l D 8Y: BACK OF LOT LINES, NO NEW LOTS WILL INTRUDE INTO Tlf N DRAWN BY: CHECKE
WHEN H~ RHEAD IS REMO ~ 4 STREAM BUFFER, ¦ ~C SCAU?: l" = 60
FOOT WIDE UNDISTURBED STREAM BUFFERS EACH i , ¦ 3. 50 & 100 OF BANK, NO , ` STREAM BUFFER °A~
L- a SIDE OF STREAMS, MEASURED FROM TOP OGI22~O5 CLEARING, OR GRADING OTHER THAN SELECTIVE THINNING AND ' ¦ ~ -
,~P ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMf1TED. SCALE
~ ~ ClAl9 OI OIITTER MATCH EIOSTN9 ¦ 1"=60
3 24' 30' CURB 6t 611T1ER ...swsan 4. MINIMUM 15' BUILDING SEPERATION REQUIRED.
eoc ) Boc IS REMOVED FLOODWAY VNINUt PROJECT NO.
12r 24q ` ¦ 0490
3 OW o ¦ SHEET NO.
0 rc ¦
FLOODWAY cloo
40' f gff-M-WAY ¦
¦
OUND URNAR TEMPORARY T 2 ¦
C COPIAOQ 3M THIS OOMWM NO ME DESIGN ARE THE PROPERTY OF HORVATH ASSWATES. PA. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHBITED
C 100
L NOT TO SCALE

I PIN 0824-01-48-2902 ~ In ~
- -48-5969 m ~ ~ ~ 0824 O1
PID 183002
Bragden, Phillip D and 183008 I
Broqden, Edythe I
Pin: 0824-01-29-6455 Parad lo: 1a2sD7 I LINE TABLE
5104 Brenda Ct, ~ Land Use: AG/Single Durham Public Schools Board of I Education LINE LENGTH BEARING ~ N
Family Res. Pin: 0825-03-30-9794 ' L1 149.55 585'01'50"E o 0
Zoning; R-20 Exjsfing 25' Parcel ID: 183779 Overlay: F-J/B j Of DUIhOIn 227 MiNon Rd. ~ ~ty I L2 40.00 N03'07'00"E ~ ~ I Existing 25' 30.00 ' 1' 1 °E I r~
~`~~`t~,~ ~ S S Easement Land Use: Vacant Exempt Zoning: RD ' City of Durham L3 585 0 3 rv
\ ,,:1~ _ 151-PG ,~1-322 Overlay: F-J/8 SEWER NANNOLE \ ~ - S/S Eosement L4 94.97 503'07'00"W z ~ ~ I -P 321-322 L5 12.00 N86 39'42"W I PB 151 G O z z
INV IN ~ 336.14' ~ , \ ~ \ \ Y~8 ~ / T~ _ z L6 5.99 506'01'00"W z z
iNV auT = 33r~t`41,\`•\ Z: / / / ~ ~ .r ` A~fEA #2 \ \ \ ! Durhom Public Schools Board of L7 128.00 N86'39'42"W - g g Educo6on ~
\ \ _I- - j,! ~ 56'34"E , _ , ' Pin 0824-02-59-6559 L8 16.2Z N87'27'11"W W d d
~6~1 . _ \ `~A~R ` , ~ ':.~\vL. ~ A- ~ / A V A \ - - - ' ~ SPRING WELL y . ~ ~ - \ , ~ ~ / \ \ '(380) / / 1 - . - HWSE ParceIID:183778 L9 59,94 N86'17'23'~W ~ ~ I w w I 117 Milton. Rd. I Ha L10 14.95 N28'35'18"W a a
(370) I _ ~ , Land Use: Comm SVC/Schao RIM _ ~73',~V ~ „ \ C Zoning; RD / INY IN~ 3 45~,, L11 49.93 N34'02 00 W p ~ N
C J r._. _ _ Overlay:,.b-~8 IN~T s . s L12 51.00 585'01 31 E z
- / \ - /
\ ~ ~ „ p~ ~ ~ \ \ - ~ . ~ / E ISTlN~ SPRIN WELL ~ . ? ~ 4 r \
\ \ \ A '7 / \ \ \ - / / OUSE ('f'o abandoned) E~I~TINC',BLOCK PUMP I ' / 1 - - _ 94. g ~ I \ ~ ~
~ \ ~ \ \ \ \ ~ " ~ ~ ! ~ H~ITSE (to t~e abq ~1 ~ ~ \ ~ Y., \ / ` ~ / / / i / ~ Pl1NP HOUSE ~ ~ ! . - '09'00"E . ~ ~ "FIANFIOLE 0, ~ \ K, ~ HOUSE TI~-~~AM~LE-~A~__ 229.66'
` EXISIfI IsffY OF~OU ~ o . ~ " = 36t. • - ~ a , , . ~ ` ~ _Y..___.._._
v; V`~:,.. <~v,,~... ~ ' a-~ 28 S/8'EA~NT P, _ MATURE PINE• ~ 18 + SAL. / / ~ \ ? _ ~ ~ E ISTING~'Q EE LINE, T~1P.~ • ` ~ ? • / - ~ i N RS RY~PINE GEDAR,\FIO Y' / ~ 1 i ~ .R, v`e ~ \ , .v. ~ ~>V ?A v P,B k3'I~/PG 321 3 2 ~ \ _ U_ DE jQ , . / , ~ SEE LINE, TIP. EXISTING FOOTBRIDGE / IN = 'n., _ I Fletcher, Horold Kent and wife Betsy I (tn_ rema ~ .PI ` ~ Pin: 0824-02-59-0152
~ ~ / / ~ ~ I _ . - ~ _ ~ - ~Y Porcel ID; 183003 i " ~ P E ~ ~ ~ i,0 304 Oak Hill Drive i
V R 'V, • - % ~ ~ ° ~ , Land Use: Sinlge Family Res.
~?`R P,v v. v ~v ~ / / ~ ` \ - ~ r / ~ ~ - ' / / / EXISTI G CITY OF DURHAM.... vj' " ; ~ , R- o © COPYRIGHT 2004 X ~ Zorong. 2 ~ ` \ 1 A / ~ MENT AND THE 1F DURHAM-. ~ THIS DOCU
~ 8 ~~,9`v`~. ~ ~L \ ` >s~ \ \ ~ / i i ~ ~ / ~ / ~ 25 S/S MENT, N LE ~ \ ~ ~ _ / _ 0 ~ _ f \ ~ \ , . , \ / i / Overlay; F-J/B ~ F ENT ` ~ ` ~'~y DESIGN ARE THE PROPERTY 0 " LE ~ . - x 3
v ~ L / v 5 \ , ~ ~ 360 _ ~ PB 151-PG 3 1 32 - v`~c C+~V EDP Y J 1'=32 ~ ` ~ ~\I~ ~ / - / . I RL HORVATH ASSOCIATES, INC n ~ v ~ ~ - , ; o ~ ANY REPRODUCTION WITHOUT
1. M1 • \ - - Ldnd Us v~~,v ~y d• ' ~ \ 'c ` ~ , ~ ~ ~ - / ~ ~ 4° E A / _ / r A , ` ~X 0, ' ,A K ~ PRIOR WRITTEN CONSENT IS
/ / ~ ° ~ ' v~,~~ \ \ \ ~ i EXISTING 8„ RVG-Sf 3 ~ ` ~ _ s,, , t~4'" / ° rn PROHIBITED `k 0_ {rXl$kING ,tPdTERMITTEyT 51'REAM o " . \
~ ~ . tt<, v ~9, y\tj. v` ~ ~ ; ~\a \ \ _ r ~ 1 / / i / r- _ 1 K OLD' ` ' *
~ `~.~`v • \ \ - _ .J .C L.OF.EXISIING 25' WIDE CITY ~ , r' ~ \ , ~ / ,EXI TI I~G PROPERTYG LINE ~ " P i E
1, d v`u tr d's~~\' ~ . ~ ~ \ \ ~ 20 ~ ~ _ 1 E - / ~ OF DURHAM SANIT;4RY SEWER _ \ . - .1 ~ ~V' \ ` ~j _ / / EASEMENT SEE PB 118 PG 22- \
v lv ` "v ~ ~ P ~ ~ AND DB 141 Pfr Y35- ~ , ` ~ ~ ~ ~ ` _ = _ ~ ~ 1 _ yo-. k ~ N OFTW00~ \ ~ ~ , - ~iAT1JR~ HAR~O~D A D S
\ \ S~ 25' N1DE~CITt- 1 P _ / ` '"'k~` •~i PINE: 2-18~+~CAL ,'f ti ' --IN 'OAK, BEEC , _ 43 `L§~
\ ~ ` \®v ~ ` P 4 PG 187 ~ ~ \ „ \ . ~ G g _ 1 ~ ~ SEWER MANHaLE _ \ > \ ~ _ , ~-o UNDER&T RY; PINE, CEDAR, HOLL - r , W _ - ~ 3 "BE ~ w ~ Z
- . ~.,p ~ _ ~ Rwt ~ x.52 / . \ , \ INN = 334,31' ' ~ ~ Martinez, Ricardo , \ \ ~.v\Q~' \ ~ \ ~ . ~ ..ci ~ - ,0 K CH - ro ~ I ~ gFICk ` ~ ~ O O - .i _ J O I Z
and Wife Ehzobeth ~ dr \ ' • ANC S S r INV our = 331zY \ \ ~ _ \ ? \ EXISTING -8 / / > . a \ lr='~ / ~ / 1-S10R~ ASEMENI - O, O ~ _ _ ! I ~ w/ e _ ~ L1 _ Z
Pin: 0824 0 ~ ` \ b\ ~u v ~ ~ . 1:. \ / _ ` " ~ - 1-38-3902 \ v ?r, ~ ~ ~ ' . ' Parcel ID: 183081 1 ~ 'w ie~~`k, ~ a., \ \ \ -i / ~ _ _ _ I
5128 Plne Trail Dr. y , 1 1' v`q v\q \ 1 • Y E / \ NNIAL STpp~~~~~~ v y'am` '~=~va .~A•~'yr,~ ~ _ ~ \ ~ A' ~ A \ ~ ~ ~ F~$TING PEKE .Y"'~" ~ / ?r , `C x' ~ j- { Land Use: Single Family Res• ~ \t . ~ 0 PI ~ \ \'•~-'r k -•r , •j, \ ~ ~T / / ~9t \ ) I orn
_ 1 ~ ~ \ - rr..v'~t " ~ 16 "PINE" \ ~ , X ' . \ ~ ~ / o Zoning: R 20 A vv ~ ~ ~ 1 8" ~I`, i r ~ ~ / a : ~XI NUr HOUR ~ ~ - ~ ~ , ~ - \ , ~ ~ ~ I I
v rla : F-J B ~ Y \ \ \ ~ / NE k \ \ ? X, % o O e y / ' I ` ~ a• n• • . \ 1 ~ " _ \ \\~,~\X" c ~ ,R,:• E1fISTIyG ~R PARTY .LINE ' .NNE q o r to 0 K / i _ _ I I O Ogg. / Il ~ ~ - 2 K \ ~ ~ ~ ~
• p, o` ~ \ ~ . - - / PINE \ ~ ~ \ ` - ~ % - to -remain ,J~O / / / ISTIN ELL .9 ~ J _ _ ~ \ ~ ~ N / T ) ~ ~ - - L J to andoned ~ ~ / RAVEi DRIVE - - _ ro x i ( 4$ ) EXISTING G ~ - Z
\0 \ ` , ~ ~ v r CYPRESS ~ \ ~ ~ / ..9 - ~ ~ ~ ~ - ~ ~ \ ~ ~ / ,.1~ M / ~ - _ ~ - R,O:W;--kO BE D@DICAT D~ \ \ ~ - " _ 'DICAT D/ / / K ~ (to remoln) ~ ~ - - ~ n J ' ~ g4. ~ ~ i~ L7 It ~ N
\ `Q t%,,p •Q ~ \ " Tl FLOOD PLAIN 7 " ~ 1 D8 AGRE$ i" / J _ / / ~ t\v P. \ .h ~fM~n vERIFIEO. . \ \ \ \ ` / IN¢~UDkS D,B42;AC J i Flo ~ ? ~ ~ ~ m , 6~~ ~ s ' / ~ ~ i ~ d. _r - i ~ ROW I ~
~ ~ ~ v ~ 4,, `Q \ 18" / \ / wITHI~G P,RIvAn' / ~ ~ - - ' ~ / _ - . - \ ~~a~~a` \ - PINE \ . 't _ ST John Lawrence V Jr. - - ~ 1 ~ ~ v A. ~ iA / ? /Af~CES$EASEMEI~f / / - - ~ rn - - x ~
.dv ~v ~v / ond Wife Carla ~ . t ~ , - 1-38-3813 ~ b~y`p~,•1 ~ < \ / / / , Pin; 0824 0 y ~ 1 v~, ~ b\v \ ' v v \ ~ ~ / / / ~ ~ ~ / ~ } ~ FISH) ~ \ Q / I ~ ~ I m ~ POPID \ _ L~ I
/ \ Parcel ID: 183060 \ \ \ 9 v vvv / / / / 10 YEAg FLOC AIN \ ~~v / / / l - ~ T B DEDI T D ~ ~ ~~L ,1 RA.W, 0 Cp I o W j f.._ _ h®I 001
5122 Pine Trail Dr. F.E..A. AP 706~ 00 C ~ . vvv ~ ~ ~ l 9 ~ v ` EX1gTl G SIT R TEPGT STRF~M b K ATURE HAR OOD AND SOFTWO D 6 q nd Use: Sin le Famil Res, a VE DATE ~ ~ / Lo 9 y BE NG AN ~FFE v v ~ / ~ / / r V- ~ 60~ WIDE PRIVATE „ O i a ( , ~ ~ Z _p ~ ACCESS EaSEIJEriT- 1 0 - ~ - ~
Zonin : R-2D ~ FEBRU R 2, t9gs, \ . ~ \ / / - / i K BEEC ,PINE: 2-18 + CAL, f 9 BASE ~ EVAI<IONS RANGING ~ ~ \ v~ v - ' ' p . ~ ~ / / ~ ~ _ Overlay: F-J/B w / / / / ~ U RSTO Y: PINE, CEDAR, HOLL r PB 151,PG 321 I ~ / i_ 'd' - - ~ SEE ~ I L._~ C. ` ~ i rn .
I FROM 3 -3~4' IFJ.p,~RIFIED p a~, ~ ~ ~ ~ I ~ v ~ ~y v j~ / / / i , ~ ~ 0 K / I N
, . _ - \ I ~ v v . • - ~ / / ~ / ~ 4 0 ~XIbTING~ EASEMENT LINE ~ ~ Y, c / ~ I ~ ~ v. av • ~ r v . . ~ . ~ 4 X'~, ~ / ~ " ~ ~ - be removed / / VT LINE / ~ ~ „ I / I I 0 in I ~ U / / ~ /
b r7 I vvv v. \ \ y.. . ' \ \ / / /1 P ~ I ~ , ~tQ / 4" 0 ~ I - . / ~ L EXISTING PAVEMENT
\ . ~ J 3,v ~ v v. ~ \ \ / / / / I ~ 06 i ~ _ ___I 18' WIDE ASPHALT ~ ~ ~ I I IL W / / / A ~V " Q / ~ I I
n ~ 18" CAL, v v v v~d ~ l / ~ ~ / / Utley, Donald E a d M TORE PINE; 2fi I I v vv~ v ~ ~ ` \ ' ~ / / - % Uile Mor aret D 1 ~ INE EDAR H LLY q v v . ~ ~ / / Y 9 ~ I QERST~2Y. P a v v\v b y ~ P E ~ ~ / f _ ~1 K / / / L ) / EXISTING BUILDING ~
Pin: 0824-01-38-3722 I v v \ ` I ~ / „ 0 K Parcel ID: 183D59 ` \ \ v v v v v v ~ \ ~ / ' 1 a / / K / . EXISTING B fL01N6 ) - to be removed) „ P~ ~
5118 Pme Trml Dr, 1 t t v v i~ v c 'ta • ' C' / ~ ~ / / ~ / / / (to be moved) L ~ / ~ 3 ADJACENT PROPERTY OWNERS I K % n'""E ~ ( ~ N PROP05ED ~ Q ~ / BARN / ~ r1 BUILDING AND FENCE 0 I ~ O
Land Use; Single Family Res. 1 ~ 1 v v v v bV " 0 ~ ~ 0 K Zonin R-20 ~ v '4 V A` I " a K I K ! „ / / 9 ~ ~ c v v v v\v v. p ~ `..v \ I~ I / ~ FRAME euKa~+c 0~ o DEVELOPMENT SITE MUST BE ~ ~ ao
Overlay: F-J/8 j ~ v v v ~C ~ '1' ~ I ~ 1 ~ O K ~ I o l~ ; ~ ~ / ` i.1 REMOVED PRIOR TO FINAL PLAT ~ - O Z ~ \ / ~ a
o I v v v v v v v 1_ R'... , ~ \ 5 S/`~ MEN ~ rn f I 0 / x ~ PINS ~ ~ ~ C Grubb, Robert S and wife Unda K i ~ " ~ ¦ " K ~ 4- - -0746 Q
I ~ vvvvvvvvdw \ ~ ~ I 1 ~ o i O K f / ~ 1 Pin; 082 02 58 , m " K / Porcel ID: 183005 =
L00 W Y FRINGE vvvvvvv v v \ 1" O K I I / Stone, Ted G. and Mn F I I Q ~ v~¢ v v v v v v v ~ v \ . \ ~ ~ I I ~ / / ~ / OMM UM(F E~ 301 OOk Hill Drive X1S`TING BUILDING ~ " 0 ANO aumiNC ~ ~ Land Use: Sinlge fomily Res. ~
4-01-38-3622 ~•v v v v v ~ \ I Pin: 082 N '25' 7 W ~ ~ ` I I Parcel ID: 183058 I ~ . L v ~..v - ~ ~ ~ I I „ 0 n ~ LL__ 6~ ~ a K• _ ENCROACHES OIJ K (t0 be f•moved) _ ~ PROPERLY AS SHO FRAME q{~LDINC Zoning: R-20 * d
00.1 _ ~ I (I ' I I I OK . . 5114 Pine Trail Dr, 1 I. \ K I / 0 : FBI B / 1 EXISTING TREE LINE, TYP. I ~ / 1 N O K O
and Use: Sin le Fami Res. ~ ~ I ' I \ vZf v ` I I ~ ` 0 Zoning: R-20 Reee, aetty'D • / ~r Q / ~ „ ~ r, o 1 lU
I -01-38-5537 v v v v v . Overlay: F-J/B Pin: D824 a•~ d d' 6w v D~, ~ `K \ \ \ I~"~ I i"=,'°_~= l C[8, 89 / / ~ I I ~ ~-a- - _ Parcel ID: 183052 - _ p 8, qE 1 I ~ 4 1 ~ ~ I ~ ~ --s OK OK OK r7r C ~ / i~ r` J . _ 1 O K I~ N
5115 Longleaf Or ~ Si ~ ~0 6Ga6 ~ ` ` ~ ~ l Land Use: Single Family Res. ; ~ v v v~-~ ` ~ ' 0
Zoning: R-20 • ~ ` ' y- 58727 iRDN FouND Savonnoh Rea , LLC - J ON
- ~ Overlay: F J/B 1 \ t \ •,L Dr. ~ 1.,9~ SoD," DF gin: ~ ,83.7 1e Areas 0 > ~ Q IRON FOUND Tree Sam _ / Parcel ID. 1A!l791uTM P L D M~fra ~ ~ 0.09' SOUTH PAN7ED ROCK ~ ~ / 1
Lo .Singh Famiy Ris. t i i• Zoning: R-ZO ~ t y DF P/L - ~ v
I ~ - _ Overlay: F-J/B ~ sEWER Nua+oLE ~ T - _ Lond Use: Vac Res/HorneoRners Assoc. ~ ~ - - Zonin : R-20 • ~ ~ 0 9 „
RIM = 334.4r I SEWER IAANHaE 1 wv IN = 32aer Savannah Realty, LLC ,1 INV out m 3z3te' Pin: 0824-01-47-3942 • 0 1 ~ ~
I RIM - 336.15' I~, Porcd 10: 182973 i INV OUT ~ 330.03' 1 Wg ~ _ I i = 0
I 1. D Latta Rd 1 I _ - - Land Use: Voc Res/Homeowners Assoc. ~ o! a l 2 v, ,Y Z
i I Zoning: R-20 ~ I ,l ~ Overlay: F-J/B ~ I ' ' • Z ~
I I I •f • " W ~ '1 I i I „ Y~ 0
I ' ~ _ . _ 1 I , 6 ~ ~ Q I ; 2 „ 2 c Q~ ~ _
V ~ , _ I• I / ~o ~ ~
- I \ I ~ \ r•. L TS, STREETS, TILITIES AND ~ I` U
0 I ~ W"n ~ I •W~S CURREN LY UNDER 0 ONSTRUCTION W
I I / ` 1 I I I r ~ ~ fit- 40' x 25' SAMPLE AREA:
I I ~ I I i I I ' / 14 TOTAL TREES, 2 18" CALIPER SIZE; I I 0 OAK (5)- 2-18" CAL.
I I ~ j O " W i (C) CEDAR (9)- 2-4 CAL.
I I - _ 1 1 / I I:. ~ f ! 1~ ' ~
` ,,Y, ' _ , I ' i r J
I 1' ~ - _ - - - 'I - ~ ~ ~ ~ - ,
% Ry& ' ~•RF'E Sty - ~ ONli'
i • t.ttptUtnminrrrrr1r,. ,
I I „ ~ ~
„ Q',. 36 0 ~ 0 .
Site Summar • = -x 7 x~ • 18 0
Site Notes 1 „ ~
OWNER DEVELOPER: WORMAN DEVELOPMENT, L.C. / . KEY 1 „ ;o y,f'' 5 ;ti''
•To o ra hic and boundry Informotlon obtained from SD Puck MR. TIM WORMAN p g p m SD Puckett & N ' ' r,,,,rr B tt„.,:
WMAN DRIVE SUITE 105 Associates, P.C. 11901 RO , SCALE. 1 - 60 rIIIIIIIIIIlil4t4 #2- 40' x 25~ SAMPLE AREA;
o~ ~ FREDERICKSBURG, VA 22408 •100 r.Floodplain exist on site; el. 335.0-345,0 as per FIRM IS per FIRM panel 9 TOTAL TREES, 2-36" CALIPER SIZE; 3Ay•O~
P~ Y ~ PH: [phone] ma s 3706300058 G, dated 2/02/96, BFE interpolated frog from GRAPHIC SCALE n (0) OAK (8)- 2-36" CAL. polated ~ „
\ P 0 0~ ~e- FAX: [phone] FIRM panel maps. ~ a (SG) SWEET GUM (1)- 12 CAL. au a ~ so 120 24o b b DRAWN
• No stee slopes 25% or greater were found on site as defil P site as defined er w p ~ TS
TOTAL TRACT AREA = 877,255 SgFt. (20.139 AC) the Durham zoning ordinance. ~ CHECKED ( IN FEET) y
EXISTING ZONING: R-20 • Tree sampling not required within floodplains and stream bu CD stream buffers, t inch = 80 Ft. x
DATE
NOTE; DISTANCE "X" FROM TREE SHALL BE A MINIMUM OF N USE; VACANT AG SINGLE FAMILY RES. EXISTI G / • Intermittant streams currently under review. All stream buff 6 OR 1' RADIUS PER 1" OF TREE DIAMETER, WHICH EVER stream buffers 0 ' 12 29 04 • 2 6
Is GREATER. WATERSHED: ENO-B OVERLAY pending NC-DWQ determination. 6" SCALE
RIVER BASIN: NEUSE • No historical structures Or Durham Natural Inventory areas II r s located . 1 „ _ ' or a ea ~ 60 Y 6
INSIDE UGA /INSIDE CITY LIMITS on this property. Utilit Notes • ~ JOB No.
>I 0 r. 8 Line o 16 line is also 0~ •Water is available In Phllllp Point D ( „
RnnT 7~NF .7C' CSC .......,men+ ~nLar~ from rcrnrriorl nlnr hnnl~ l7n(7F ~ 151 nnne 321-322. • _
1VV v a u egen avaiable in Roxboro Road SHEEN No
2 PROTECTION AREA SEWER EASEMENT FLOODWAY
'15" S /S Outfall is located East of Crooked Creek and an 8" S/S line
P001 NO SCALE is avaiable in Phillip Point Dr. #3- 40' x 25 SAMPLE AREA: 12 TOTAL TREES, 2-20" CALIPER SIZE;
-Electric, telephone, and cable are all available. (P) PINE(5)- 16-20" CAL. Pool (0) OAK (7)- 2-6° CAL.
Y FRINGE R.O.W. TO BE DEDICATED ~ STREAM BUFFER FLOODWA vv
OF SHEETS

PIN 0824-01-48-2902 0824-01-48-3969 ¦ °°'r``~ ~,e
PID 183002
183006 ¦
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L.L.C. WORMAN DEVELOPMENT, ¦
11903 BOWMAN DRIVE, SUITE 101 GENERAL NOTES
FREDERICKSBURG, VA 22408
PH. [phone] FAX: [phone] THE FOLLOIFING SPECIAL CONDITIONS APPLY TO TH[S S[TE.
ATTN.: MR. TIM WORMAN * SITE PLAN REMAINS VALID AFTER 2 YEARS ONLY FOR THOSE PORTIONS OF THE SITE ¦
THAT HAS ACTNE PERMITS OR HAS ALREAD9 RECEIVED CERTIFICATES OF COMPLIANCE. ¦
' ~+SflP ~ „ - _ - '69PNY`f~ ,Ns~4l' *A,•< . , '^'r^ •r4"" y.E`•1'ki<4sT!"'Mlu:~i,RG v -;vfm3'.er~5"~~~fi s9. 7R#N"' Y>d ,~or+, 3tlSm~'I@%:~ 0 0 • THE DEVELOPER IS RESPONSIBLE FOR THE FABRICATION AND INSTALLATION OF ALL ¦
REQUIRED SIGNS AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY. J THE DEVELOPER SHALL SUBMIT A 51GNING AND MARKINGS PLAN TD THE CITY AT
0 ° CONSTRUCTION PLAN STAGE FOR REVIEW AND APPROVAL. ALL SIGNS AND PAVEMENT ¦
MARKINGS, SHOWN ON THE CONSTRUCTION PLANS, MUST BE IN PLACE PRIOR TO ¦
9 THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY AND/OR STREET ACCEPTANCE. ¦ ASSOCIATES
• SUBDIVISION SITE WILL BE GRADED ON A LOT-BY-LOT BASIS.
ASSOCIATES PA HORVATH , ¦ ' BUILDINGS AND OTHER FEATURES THAT REQUIRE GRADING AND CONSTRUCTION SHALL BE 16 CONSULTANT PLACE, SUITE 201
SET BACK AT LEAST TEN (10) FEET FROM THE EDGE OF THE BUFFER. ¦ DURHAM, NORTH CAROLINA 27707
16 CONSULTANT PLACE, SUITE 201 " TERMS AND CONDITIONS OF DURHAM COUNTY STORM WATER EASEMENTS SHALL MEET ¦ P 919.490.4990 F 919.490.8953
DURHAM, N.C. 27707 COUNTY STANDARDS. NO BUILDINGS, STRUCIURES, EMBANKMENTS OR OBSTRUCTIONS
919 490-4990 FAX: [phone] ( ) ( ) PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO DURHAM COUNTY TERMS. ¦ 537 MARKET STREET, SUITE LLZO • AlL UTILITIES WILL BE INSTALLED UNDERGROUND. CHATANOOGA, TENNESSEE 37402
¦ I' 423.266.4990 F 423.266.57
A 50' AND 100' WIDE GREENWAY EASEMENT WILL BE PRESERVED AND MUST BE DEDICATED ¦
ON THE FIRST FINAL PLAT. THE GREENWAY EASEMENT MEETS THE OPEN SPACE REQUIREMENT wWw.horvulhassociates.com AND PAYMENT-IN-LIEU OF OPEN SPACE IS NOT REQUIRED, (SEE SHEET P110) ¦
AK HILL DRIVE ? STREET TREES LOCATED IN OPEN SPACE SHALL BE INSTALLED PRIOR TO THE ¦ IVE ISSUANCE OF A CERTIFICATE OF OCCUPANCY ACCORDING TO THE FOLLOWING: dD, .p+, ~
¦ " r il~
D YI OPEN SPACE CERTIFICATE OF OCCUPANCY i'~ +~r
Q PHI IPS ~ PINT DR. ~ 0 A LOT 28 ¦ ~f S.I t.. . e ciILI(y B LOT 28
~I C LOT 30 ¦
V R SHEET o 0000 CO E ~ D LOT 1 O ¦ ,refit anHs;[,i~ X
w X O ' EXISTING BUILDINGS LABELED TO BE REMOVED MUST BE REMOVED PRIOR TO THE APPROVAL ¦
CONDITIONS ~ ~ o 0001 EXISTING ~W ~ ~ OF THE FIRST FINAL PLAT
~Z o 0100 SITE PLAN Q Y 5 o va os-a,~ s~ THE FOLLOWING ITEMS ARE NOT REQUIRED FOR 51TE PLAN APPROVAL BUT ARE ITEMS THAT
W ZONE DELINEATION MAP M BRAY ~ ~ C 101 D Q U o O ARE REQUIRED BEFORE CONSTRUCTION OF WATER, SEWER, STORM DRAINAGE AND STREETS ¦
O~ HILL Y Y CAN BEGIN. DEVELOPER IS ULTIMATELY RESPONSIBLE TO MAKE CERTAIN THAT THESE ITEMS ~ ARE COMPLETE AND APPROVED. ¦
0120 UTILITY PLAN a o NAND PROFILE i. EXTENSION AGREEMENT REQUIRED. IF SITE IS OUTSIDE CITY LIMITS, EXTENSION ¦
PHILLIPS POINTE DRIVE PLA 0122 AGREEMENT MUST BE FULLY EXECUTED BY CITY COUNCIL PRIOR TO ACTION ON ANNEXATION. SUBMIT APPLICATION WITH ONE COPY OF OVERALL UTILITY PLAN, CONTACT ENGINEERING
AN 0140 GRADING PL LATTA ROAD DNISION AT 560-4326. ¦
TAIL SHEET 0141 DRY DETENTION 1 DE 2. CONSTRUCTION DRAWINGS REQUIRED. THE DESIGN ENGINEER (A NCPE) WILL SUBMIT 3 ¦
145 STREAM IMPACT MAP 4 C SETS OF SITE CONSTRUCTION DRAWINGS, (PLAN & PROFILE IF REQUIRED) TO CITY ENGINEERING FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION. THIS SUBMITTAL ¦
a MUST BE DONE PRIOR TO APPLYING FOR A BUILDING PERMIT. N4IE: THE APPROVAL OF
m, ~ ~ 2 CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL. ¦
3. FIRE FLOW ANALYSIS REQUIRED. WATERLINE SIZES MAY CHANGE BASED ON ACCEPTABLE ¦ FIRE FLOW ANALYSIS, CONTACT ENGINEERING AT 560-4326 TO SCHEDULE FLOW TEST OR TO OAK HILL DRIVE
OBTAIN CURRENT SYSTEM DATA. ¦
DURHAM 4. WATER PERMIT REQUIRED. SEWER PERMIT REQUIRED. ¦
(NOT TO SCALE) THE FOLLOIIWG MUST HE DONE PROR TO ISSUANCE OF A BUILDING PEIOiI'f: NORTH CAROLINA
FlNAL PLAT TO BE RECORDED PRIOR TO ISSUANCE Of BUILDING PERMIT. ¦
• ANY EXISTING WELLS OR SEPTIC TANKS SHALL BE FlLLED AND ABANDONED IN ¦
ACCORDANCE TO APPLICABLE LOCAL dt STATE REQUIREMENTS. PERMITS FOR ABANDONMENT SHALL BE FlLED THRU THE DURHAM COUNIY HEALTH DEPARTMENT ¦
SITE DATA AT 560-7800.
• ALL SIZES, MATERW.S, SLOPES, LOCATIONS, EXTEN510N5 AND DEPTHS FOR ALL ¦
LAND AREA: 877,255 SQ. FT (20,139 AC.) PROPOSED UTILII7ES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE ¦ CONVEYANCE SYSTEMS) SHALL BE REVIEWED ANO BE SUBJECT TO APPROVAL BY THE CITY OF
GREENWAY EASEMENT: 129,254 AF (2.97 AC) DURHAM PUBLIC WORKS DEPARTMENT AT CONSTRUCTION DRAWING SUBMITTAL BASED UPON ¦
ZONING: R20 AND R20-CLUSTER THE DESIGN CRITERIA AND STANDARDS SET FORTH BY THE PUBLICS WORKS DEPARTMENT, ¦
WATERSHED: E-B THE FOLLONINC MUST BE DONE PR10R TO ISSUANCE OF 1 GRADING PERMIT:
. RIVER BASIN: NEUSE i ¦ • TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND
EXISTING USE: VACANT (1 SINGLE FAMILY HOMES WITH OUTBUILDINGS) (BUILDINGS) ~ DISTURBANCE, ISSUANCE OF A GRADING PERMIT OR THE REQUEST OF ANY FIELD INSPECTION. ¦
SITE IS WITHIN THE CITY LIMITS ?11E PO1,ID~IG MUST BE DONE PRIOR TO LSSUANCE OF A ZONING COl[PLIANCE FORK: ¦
FEMA MAP NO.. 3706300058 G (FEB. 2, 1996) ' ERDSKIN CONTROL PLAN TO 8E SUBMITTED TD THE PLANNING DEPARTMENT FOR
VERIFICATION PRK)R TO ISSUANCE OF A ZONING COMPLIANCE FORM. ¦
PROPOSED LOTS: 31 THE FOLID>IfD4G 1NST BE DONE PRIOR TO CONSTRUCTION DRA1INGS I31GN-OFFI: ¦
• CONSTRUCTION DRAWINGS REQUIRED. THE DESIGN ENGINEER (A NCPE) WILL SUBMIT 3 SETS OF ¦
CONSTRUCTXXV DRAWINGS, (PLAN AND PROFILE IF REQUIRED) TO CITY ENGINEERING FOR REVIEW
IMPERVIOUS AREA AND APPROVAL BEFORE STARTING CONSTRUCTION. THIS SUBMITTAL MUST BE DONE PRIOR TO ¦ APPLYING FOR A BUILDING PERMIT. THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE
FROM SITE PLAN APPROVAL ¦
• ALL SIGNS AND PAVEMENT MARKINGS, SHOWN ON THE CONSTRUCTION PLANS ¦
TOTAL AREA = 20.139 AC (877,255 SF) MUST BE IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
MAXIMUM ALLOWABLE IMPERVIOUS AREA = 210,541 SF (24X) • EXISTING OAK HILL ROAD TO ROXBORO ROAD SHALL BE UPGRADED TO CITY OF DURHAM ¦ STANDARDS.
¦ BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO
STREETS = 68,137 sf (7.76%) CONSTRUCT SA10 IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY ¦
SIDEWALK = 10,760 sf (1.22%) A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN IN ACCORDANCE WRH NCDOT AND CITY OF DURHAM STANDARDS AND POLICIES. THIS ¦
PROPOSED IMPERVIOUS AREA/LOT = 4,246 SF/LOT x 31 LOTS = 131,626 SF (15q) 6 SF (15q) INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED T0: ADEQUATE TRAN5ff10N TAPERS ALIGNMENT OF LANES THROUGH INTERSECTX)NS, ASSOCIATED SIGNAL MODIFlCATIONS, ¦
PAVEMENT MARKINGS, SIGNS AND MARKINGS, CURB AND GUTTER COORDINATION WITH
TOTAL PROPOSED IMPERVIOUS AREA = 210,523 - 4.833 Acres (23.99%) OTHER PROPOSED ROADWAY IMPROVEMENTS, AND BIKE LANES. THE APPLICANT ALSO ¦ ACCEPTS THE FlNANCIAL RESPONSIBILITY FOR ACQINSffION OF ANY ADDITIONAL RIGHT-
OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED ¦
SIDEWALK CONSTRUCTION. ENGINEERING DETAILS REGARDING ALL ROADWAY IMPROVEMENTS WILL BE ADDRESSED AT THE CONSTRUCTION PLAN STAGE. ¦
?HR FOLLOWING MUSE BE DONE AT THE TIME OF FINAL PLAT: ¦
DURHAM STANDARD NOTES:
" THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATK;. A CITY OF • DOCUMENTATION OF PROPER LEGAL PROVISIONS (INCLUDING ATTORNEY'S CERTIFICATE)
DURHAM aND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY HAVE BEEN MADE FOR THE ESTABLISHMENT of A HOMEOWNER'S AS50CIATION DECLARATION ¦ CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF COVENANTS AND RESTRICTION FOR THE COMMON AREAS FOR PERPETUAL OWNERSHIP
OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFlCE AT 560-4326 FORA ANO MAINTENANCE OF COMMONLY OWNED AND IMPROVEMENTS AND LANDS AND IS ¦ PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE REQUIRED AT THE TIME OF FINAL PLAT.
PROPOSED SIDEWALK. • SUBOMSION SITE COMMON OPEN SPACE TO BE DEEDED TO HOMEOWNER'S ASSOCIATION ¦
" FOR PUBLIC STORM WATER DRAINAGE EASEMENT: OWNERSHIP OF, AND RESPONSIBILITY PRIOR i0 FINAL LOT BEING PLATTED FOR OAK HILL SUBDIVISION. ¦
FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS EASEMENT
REMAINS WITH THE GRANTOR. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF ¦ THE CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT THE FOlLO1/1NG MUST BE DONE PRIOR 70 ISSUANCE OF A CERTIFICATE OF COMPLIANCE:
TO THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF RIGHTS + ¦ ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF
AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY OCCUPANCY OR CERTIFICATE OF COMPLIANCE ¦ EASEMENTS' RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT
IS INCORPORATED HEREIN. THIS EASEMENT AND REVISED DECLARATION DO NOT CREATE • AN AS-BUILT CERTIFICATION, PROVIDED BY THE ENGINEER, IS REQUIRED PRIOR TO THE ¦
THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, STRUCTURES, ISSUANCE OF A CERTIFlCATE OF OCCUPANCY. EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING ¦
TO THOSE TERMS.
* CENTERLINE OF 30' WEE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO TERMS ¦
STATED IN THE THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, APPRO i~AL STA MP FILL, EMBANKMENTS, TREES OR 08STRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT
ACCORDING TO THOSE TERMS. ¦
~ ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY FRINGE, INCLUDING FILL, NEW
CONSTRUCTION, SUBSTANTIAL IMPROVEMENTS, MANUFACTURED HOUSING, STORAGE OF ¦ MATERIALS AND STORAGE OF TOXIC OR FLAMMABLE SUBSTANCES, IS PROHIBITED EXCEPT
AS PROVIDED BY APPLICABLE FLOOD HAZARD REGULATIONS. ¦
FL000 PLAIN ZONE: "X", "AE" ¦
FEMA MAP NUMBER: 3706300058 G FEMA MAP DATE: 2/2/96 ¦
FLOOD PLAIN: ELEV, 340.00 DRAWN 8Y: CHECKED 6Y.
• STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE DEHNR AND THE ' LAJ
U.S. CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING -
ACTIVITIES IN OR NEAR A LAKE, STREAM, CREEK, TRIBUTARY OR ANY UNNAMED BODY OF ¦ DATE WATER AND ITS ADJACENT WETLANDS. ¦ 11/2/05
' 50' - 10O' WIDE CITY OF DURHAM UNDISTURBED STREAM BUFFER EACH SIDE ¦ SCALE OF STREAM, MEASURED FROM TOP OF BANK, NO CLEARING OR GRADING OTHER THAN N.T,S.
SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED. ¦
A 10' NO BUILDING SETBACK EXTENDS FROM THE STREAM BUFFER, PROJECT NO.
* EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR ¦ 0490 A $100 RE-INSPECTION FEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY
PLANNING DEPARTMENT PRIOR TO RE-INSPECTION, ¦ SHEET NO.
* FIRE FLOW ANALYSIS REQUIRED. WATERLINE SIZE MAY CHANGE WITH FIRE FLOW ANALYSIS. ¦
CONTACT ENGINEERING 0 560-4326 TO SCHEDULE FLOW TEST OR CURRENT DATA. ¦
* WATER AND SEWER PERMITS ARE REQUIRED FOR THIS PROJECT. ALL CONSTRUCTION SHALL DRB CASE# D04-855 COOO
CONFORM TO LATEST CITY OF DURHAM STANDARDS. ¦
¦
©OGVINWIT 2005 THIS DODIROa AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

PI[V 0824-01-48-2902
PID 183002 ~
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16 CONSULTANT PLACE, SUITE 201 _
/ DURHAM, NORTH CAROLINA 27707
P 919.490.4990 f 919.490.8953 / ¦
. ~ / e. ~ 537 MARKET STREET, SUITE LL20 /
CHATANOOGA, TENNESSEE 37402
" _ - ~1 ~ P 423.266.4990 F 423.266,5700
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+ + + + SQ. FT. LINEAR FT.
+ + +
+ + + + TYPE CH ANO BUFFER CH ONLY + + + ~ •
+ + + + a ' ~ o to ¦
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ZONE 1 8,778 147' DRAWN BY; CHECKED BY. O SCAIE: I"=1Q'
ZONE 1 ZONE 2 ~ ¦ y LAJ
ZONE 2 6,021 x ¦ DATE
TOTAL 14,469 11/2/05 ¦
¦ SCALE
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¦ PROJECT NO.
¦ 0490
¦ SHEET NO.
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¦ C145 I i
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©COPYPoDHT 2005 TH DOCIMDrt AND THE DESIGN ATE THE PROPERTY Or HINWN ASSOCIATES, PA ANY REPRODW70M WI ROUT PRIOR WMTTEN CONSENT IS PROHIBITED
_ _ _ _

_
NOTES: GENERA GENERAL NOTES' ¦ - ~ -
1. ALL CONCRETE TO 4 HEADWALL DIMENSION BE ODO P.S.I. S FOR CONCRETE PIPE 1, DETENTIC ; ~ ~ ~ o 1, DETENTION BASIN IS SUBJECT TO AS-BUILT SURVEY AND INSPECTION, AN ¦
2. REINFORCEMENT STEEL MEETS ASTM 615 PIPE HOLE CONSTRUCT GRADE 60 WITH 2" MIN. CLEARANCE. SIZE SIZE REINF. W~ W2 H~ H2 H3 D E F WT, ~ i CONTRA T Y ASPECT OF ' M ~ , , CONSTRUCTION THAT DOES NOT CONFORM TO PLAN SHALL BE RE-BUILT OR REPAIRED AT
~ L.t co 3. REINFORCEMENT SET 12" C, ON C. GOTH LD. ~ 0 ~ 5 ~1 f Q ¦ u. CONTRACTOR'S EXPENSE, ~ ~ ,
~J `t S I- I WAYS TYPICAL. 12 15 18 21 4 3 -2 4 -11 1 -3 3 -1 12' 1 -3" 1 -9 45' 1 2 ' q r~ n 4. ALL ExPOSED EDGES CHAMFERED 3/4". 18 27 4 3 -8 6 -0 1 -9 3 -7 12' 1'- 2 -3 45 19 0 ' ¦ ~E~',~`~ ~ ~ 2. INTERIOR OF BASIN (EXCLUDING BERM) TO BE SEWN WITH A WET MEADOW SEED MIX.
• Lot .I ~ _ I i r ~ ~ ~LXI 2. INTERIOR ~ ' ~ 5. PIPE TO BE GROUTED INTO HEADWALL AT 5 4 4 7 3 2 0 4 3 1 - 2 -1 O 45 2827 ~ I ~
• i 10 006 SF ~ ' 3. BASIN IS JOB SITE BY CONTRACTOR. 30 36" 39",48 6 5'-8 10'-10" 3'-3" 5 -9" 12" 2 -11 4 3" 45' 5988 ~ SEDIMENT A w ~ 3. BASIN IS TO BE USED AS A SEDIMENT TRAP DURING CONSTRUCTION. BASIN IS T ' ~ 0 BE CLEANED OF NOTES: Z SEDIMENT AND VEGETATION IS TO BE ESTABLISHED PRIOR TO USE AS A DETENTION BA IN ALL STEPS SHALL PROTRUDE 4" FROM INSIDE FACE OF STRUCTURE WALL. O ¦ _
6. PRECAST HEADWALL STRUCTURE SHOULD 42 48 56 ,63 6 6 -7 12 -6 3 -8 5 -8 12 3 -4 5 -Z 45' 7640 i ; BE POSITIONED AROUND AN E%ISTING PIPE 54 ,60 72 ,81 6 8 -9 13 -10 4 -5 8 -0 15 3 -4 7 -5 50' 8 ~ , S ~ s'' STEPS DIFFERING IN DIMENSIONS CIXJFICURAiION OR MATEflIALS FROM THOSE SHOWN MAY ALSO BE USED PROMOED THE CIXJTRACTOR HAS FURNISHED a THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS Q~¢ '
PIPE INSERTED INTO HEADWALL. 66 ,72 85 ,92 6 9 -2 14 -2 4 -5 - 26 3 -4 7 -10 50' ' I POND 0 . HEADWALL STRUCTURES SHOULD BE PLACED IT'S` I ' POND OUTLET STRUCTURE NOTES: -
ON A PREPARED FOUNDATION AS SPECIFIED I 1. RCP OUT ~ o&~=? 1. RCP OUTLET BARREL SHALL BE CLASS III RCP MEETING THE REQUIREMENTS OF ASTM C76, THE PIPE ~ aU~o~'
BY THE ENGINEER. ; I JOINTS SHA 7. COMPACTION OF BACKFILL MATERIALS ~ ~ ~ C-361. JOINTS SHALL BE CONFINED 0-RING RUBBER GASKET JOINT MEETING ASTM - - w ~e`"`
SHALL BE AS REQUIRED BY THE ENGINEER. ~ ~ I C-361. C 443 AND JOINT OF ASTM N~v_~a ¦ s so ~ ~o~~ . "I Z~5
8. VARIOUS HOLES SIZES & SHAPES NOTE: INSTALL 4' 4'0 I'RE~AST1 CONCRETE MANN ~ OLE 2. THE MAN AVAILABLE BY SPECIAL ORDER ONLY, GUARDRAIL ON RISER C ES ELEV. = 338.70 i MOORBASE 2. THE MANHOLE OUTLET RISER SHALL BE 4' I.D„ MEETING ASTM C-478R & AASHTO M-1 9 F W° ¦
D 6" HEADWALL AND T' SEWER MANHOLE MOORBASE MANHOLES. THE MANHOLE JOINTS SHALL BE ASTM - 9 OR PLAN PLAN ~ ° C 443 RUBBER GASKET JOINTS. SIDE SIDE ¦
350 INViELE , - 336:Ob ~ ~ i MANHOLE J( i , H3 wINGWA~~s ~ RIM =341.52 MANHOLE JOINTS SHALL BE SECURELY ANCHORED TOGETHER T ~ ELEVATION - ELEVATION 0 PREVENT SEPARATION, ~ L - oW ¦
I N INV IN = 334 3a'`- 3. OUTLET 3. OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. STEPS SHALL BE IN ~ ,41/2" ~ CAST IRON ~ ~
i ' I INV OUT = x,34,27' ACCORDANC W1 4 L.F. 6"~ DI INLET ORIFICE ' ACCORDANCE WITH NCDOT STD. 840.66. '~'0~ ¦ " CAST IRON ELEVATION Z (n ELEVATION ; W
1 / ! E _"'R_'+~, INV. ELEV: = 36:00 ' 4. CONCRET ~ ~ ¦ ~ 4. CONCRETE ANTI-FLOTATION FILL LAYER SHALL BE POURED WITHIN INTERIOR OF MOORBASE AND o
V _ , " ATTATCHED • H- A ATCHED RISER SECTIONS TO THE DEPTH SPECIFIED ON THE DETAIL, ° u ¦
- ~ ~ OUT ~ ~
LET 81~ it+' AVROB a~ ASSOCIATES OUTLET STRUCTURE MATERIAL SPECIFICATIONS: NE - L D. Z N ¦ L 1 4' - 5 + 1a-
1. ALL POUF - - , LIFTING HOLES H1 1. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI 28 DAY UNLE ~ ~ ~ w ( ) SS OTHERWISE NOTED. ~ ¦ ,
2. GEOTEXTII 2. T PLAN T N Q GEO EXTILE FABRIC FOR THE OUTLET BARREL JOINTS SHALL BE AMOCO STYLE 4553 POLYPROPYLENE 1>'Y SIDE SIDE ~ ? ¦ 16 CONSULTANT PLACE, SUITE 201
~ ' ~ / NON-WOVEN NON-WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON-WOVEN FABRIC ' - EcaaPOSIhN PLAN v N Z a DURHAM, NORTH CAROLINA 27707 ) - w~
l n REINFORCING STEEL ~ ¦ P 919.490.4990 F 919.490.8953 F I~
' F 12' LE ` BERM S( BERM SOIL AND COMPACTION SPECIFICATIONS: ELEVATION sECnoN A-A ,r NOTEi08EU5EDM ¦ 537 MARKET STREET, SUITELL20
6 / 1. ALL FI 6 .30 LL EErlal AP N SANITARY SEWER MANHOLES. 840.66 ¦ CHATANOOGA, TENNESSEE 37402 1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT P 423.266.4990 f
6" ~ ~ ~ LEAST 95~ 423,266.5700 LEAST 95% STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED
W2 7,26 _ 36 LF 1 / MATERIALS SIDE VIEW s o. SHRINK/SWE MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION, SOILS SHALL NOT EXHIBIT SIGNIFICANT ¦ SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS, ON-SITE GEOTECHNICAL ENGINEER SHALL APPROVE THE www.horvalhassocfates,com
TOP VIEW , 0 ,~bF 6ER~(10' MIN,) SOILS FOR I ¦ SOILS FOR PLACEMENT WITHIN THE BERM SECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE
~I ~ _ .3#2.00 METHODS Tf 3 ~ FRONT VIEW ~ _ - / SECTION BI METHODS TO 8E USED FOR PLACEMENT OF FILL. IF ADDITIONAL USES ARE PLANNED UPON THE BERM ¦
0 _ ADDITIONAL SECTION (BUILDINGS, ETC.), THE GEOTECHNICAL ENGINEER SHALL SPECIFY SOILS SUITABLE FOR THAT ADDITIONAL USE. ¦
e 1
_ , CAST CONCRETE HEADWALL W / z. IN ALL F ITH WINGS _ ~ ' ? Q~ ~ FEET PER V . _ - ~ 2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SH 6,3~ DIA. REBAR RING ALL BE CONDUCTED EACH 2500 SQUARE ¦ FEET PER VERTICAL FOOT OF FILL
~ ~ , ' 4, 1' DIA. REBAR RING ¦
BERM PERMANENT SEEDING SCHEDULE I 3. A KEY Tf 3, A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXT END A MINIMUM OF FIVE FEET ¦ BELOW EXISTING GRADE. SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENTS OF ~1
" ~ PR CA C CRETE H A W: ~ BELOW EXIS ~ T E D ALL , ' / ' ABOVE, SEEDING DATE SEEDING MIXTURE APPLICATION RATE INV OUT 335,60 ' ABOVE,
ACCESS GATE ¦ 4. NO TREES OR WOODY VEGETATION OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION.
V LO DI SIPAF R ~ ' Q 4. NO TREE! AUC 25 -OCT. (BEST) TAIL FESCUE 200 l85/AC ~ E PJ FEB. -APR 15 POSSIBLE N QT CLA e ¦
( ) CITY OF DURHAM ~S B RIPRAP ~ , , PUBLIC WORK ~ ~ ;~L}x,11'(W)x22' ~ 5, FILL PLA( 5, FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT. EACH LIFT HA 6.3 LF x2"x "xl 4°ANGLE
SOIL AMENDMENTS S DEPARTMENT ENTIRE LEN( APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, GR APPLY 4000 APPROVED 'C MATERIAL SE ENTIRE N S LL BE CONTINUOUS FOR THE / 1.0' ¦ LE GTH OF EMBANKMENT, BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT, ALL ¦
I ~ LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 ~ I CQMPACTION FERTILIZER. tNCr+eerdec wrc ~ \ • , / COMPACTION BY HAND SHALL BE CONDUCTED IN 5' LIFTS. ELEV. = 33 .70 0.50'
/ ~ MULCH S7IXtN WATQi °hTE ~ ~ \ 35'' EbEL ' READS STAT i (TOP OF RIS R) ¦
SEWER MANHOLE ~ EME APPLY 4000 LB/AC STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, rwasroatnnoN oAte ' STATEMENT OF RESPONSIBiLITY~ o.so' ¦ ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF THE # REBAR
RIM' _ '~337.06~ ~ ALL REQUIRE NETTING, OR A MULCH ANCHORING TOOL. A DISK W1TH BLADES SET ' NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. ave \ - ~ ! / OAKHILL SUB INV IN(Nt) = 32,7:67 ~ , OAKHILL SUBDIVISION OWNERS ASSOCIATION, PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT YP. ¦ ( )
FOR THIS FA~ MAINTENANCE oue ~1V IN ,NW\, _ ~26 1 / / / / FOR THIS FACILITY. ~4 REBAR
INSPE T AN P I:N sOU,T - 3,26,41' C D RE AIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE \ / ° ¦
FOLLOWNG YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-iD. MOW " , REGULARLY TO A HEIGHT OF 2-4 INCHES. \ - - ; i 0.73' ¦
NURSE PLANTS YP, a ¦
BETWEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 10 OAK HILL DRIVE
LB/ACRE GERMAN MILLET. BEFORE MAY 1, OR AFTER AUC: 15, ADD 40 DRY D E T E N TI 0 N BASIN 1 _ " > LB/ACRE RYE (GRAIN). SCALE . ~ - 3 0 DURHAM
ELEVATION VI W ' NORTH C AR~LINA
BERM SEEDBED PREPARATION GRADING PLAN BERM TEMPORARY SEEDING SCHEDULE 6.3 LF x2"x "x1/4"ANGLE ¦
SEEDING DATE SEEDING MIXTURE APPLICATION RATE 1,) ADVERSEOSOIL CONDITIONS, FNA qPR gD TOPSgL 3 INCHES DEEP OVER 4' DIAMETER MANHOLE RISER ¦
l
JAN 1 -MAY 1 RYE (GRAIN) 120 L85/AC 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH, HEADWALL ¦
KOBE LESPEDEZA 50 LBS/AC (SEE DETAIL 3,) REMOVE ALL LOOSE ROCK, ROOTS, ANC OTHER OBSTRUCTIONS LEAVING 18" RCP NCDOT CLASS "B" RIP-RAP NOTE: SECURE (4) EVENLY SPACED 12"x4"xt/8" GALVANIZED STEEL ¦ STRAPS A EACH JOINT Of RISER SECTION
MAY 1 -AUG 15 GERMAN MILLET 40 LBS/AC SURFACE REASONABLY SMOOTH AND UNIFORM, WITH ORING " 9 Lx11 Wx22 THICK 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE 4" ¦
AUG 15 -DEC 30 RYE (GRAIN) 120 LBS/AC UNIFORMLY AND MI% VNTH SOIL (SEE BELWN). 4" NOTE: PROVIDE STEPS IN TRASH RACK ¦
A A SOIL AMENDMENTS 5.) CONTNE tIJLACE UN1L A IELL,-PUL~ERIZEO, FIRM REASONABLY UNIFORM - 2" 1/ 1 RISER PER NCDOT STD.
sEEDeE~ is PREPARED a ~ e nTCHES DEEP. 9" LAYER CLASS FOLLOW RECOMMENDATIONS OF SOIL 1ESTS OR APPLY 2,000 LB/AC GROUND "B" RIP RAP ~I AGRICULTURE LIMESTONE ANO 750 LB/AC 10-10-10 FERTILIZER (FROM AUC g,) SEED ON A FRESHLY PREPARED SEEDBED AND COYER - /8 840.66 (SEE DETAIL) (SEE DETAIL) 10' (TYP,) ¦
15 - OEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC). ~ I I ¦
F i i' MULCH 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. _ _ _ ly4 REBAR LDED ¦
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WiTH ASPHALT, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR (TYP.) (SE NOTES)
NETTING, OR A MULCH ANCHORING TODL. A DISK W1TH BLADES SET NEARLY RESEEDINGS WITHIN THE PLAN1r1G SEASON, i P06981f. F STAND 1' I STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. SHOULD BE OVER 60X DAYACE:D, REESTABLI~1 FOlL01MNG ORKii14AL LIME, 4.5' WIDE ¦ I
FERIIUZER AND SEEDING RATES: SEED LIGHTLY M1H SEEDING EQUIPMENT I MAIN ENANCE qT CULiIPAC% AFTER SEEDING. I
JAN I -AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND \ A ¦ CCESS GATE
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. EROSION OR OTHER DAMAGE. 'See seosonal opplicotion schedule 9' 4" FILTER BLANKET 5" ¦ (TYP.)
HEADWALL 2' 7' 2' iv CENTER STRAP AUG 15 -DEC 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS PLAN ¦ VTER STRAP
WITH 50 LB/AC OF NITRDGEN IN MARCH, IF IT IS NECESSARY TO (SEE DETAIL) ON RISER JOINT E%TEND TEMPORARY COVER BEYOND JUNE 15, DVERSEED WITH 50 , RISER JOINT 4' DIAMETER 4.1' DIA, REBAR RING ¦ „~t~ MANHOLE RISER ~ 6.3'DIA. REBAR RING
LB/AC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. . (PRE-CAST SECTIONS) 'I,
a r 3.15' ¦ ,1 ~
18" RCP ' 2:1 WITH ORING . 2:1 LEVEL SPREADER I ¦ -a~ STEPS TO BE PROVIDED IN I PLAN VIEW ;y
CREST ELEV. ~ ° .335,60 _ I • L RISER UNDER ACCESS HATCH ¦ I
=11n I I I I • ~ ~11=11 -1 ~ i = _ III NOT (SEE DETAIL) ~ , i' ~ - - ES. ¦ e f
~f 1 III=1 I I=1 I ~I I I t :,h 1. ALL RE AR TO BE #4 REBAR. ¦ ~ . yw,.
~ ~ I ~ _ ~11~111=1 I ICI I1= I rA ~ ~
2' S' 2' 2. ALL RE AR AND ANGLES TO BE GA VA I ' L N ZED WITH A BITUMINOUS COATING.
FILTER BLANKET 80 3. TH - ti~
SECTION A-A (SEE NOTE ) 6" DIA. DIP E HO DIPPED, GALVANIZED 2"x2"x1/4" ANGLES SHALL BE WELDED TO THE REB 18" DIA. RACK. ON E WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE MANHOLE R
3"x 1 /2" BOLT NOTE: , ' ,4 3"x1/2" BOLT D-RING RCP ANGLES SI f TING DIRECTLY ON TOP OF THE RISER.
- 12"x4"x1/8" C A FILTER BLANKET IS TO BE INSTALLED ° ' ~ ; STEEL ANCHOF . 12"x4"x1/8" GALVAANIZED I STEEL ANCHOR STRAP
BETWEEN THE RIPRAP AND SOIL FOUNDATION. RISER JOINT USER JOINT ¦
THE FILTER BLANKET WILL CONSIST OF A ' a: NOT E. EACH STRAF MINIMUM 4" THICK LAYER OF STONE NCDOT - BE SECURED TO b TRASH RACK DETA 1TE: EACH STRAP TO co IL ¦
( X57) UNDERLAIN IMTH MIRAFI FILTER WEAVE RISER BY (2) 3"x' SECURED TO MANHOLE N.T.S. TER BY (2 3"xl 2" ) /
700 OR APPROVED EQUIVALENT GALVANIZED STEEL ,LVANIZED STEEL CONCRETE EXTENDED BASE
ANCHOR BOLTS, CI A BITUMINOUS COP - CHOR BOLTS, COATED WITH 7" MANHOLE SECTION ¦ BITUMINOUS COATING. ~°FRONT VIEW~~
OUTLET BARREL PLUNGE P • \3"x1/2" BOLT NOTE: ROVIDE STEPS IN ¦ 3"x1/2" BOLT RISER ER NCDOT STD. TRASH RACK
OOL VELOCITY DISSIPATOR
N.T.S. OUTLET STRUCT R 840.66 (SEE DETAIL) (SEE DETAIL) ¦ U E DETAIL
N.T.S. ¦
¦ ELEV. = 3 8.70 _
NON-WOVEN FELT GEOTEXTILE FABRIC SHALL BE PLACED 5" (TYP,) (TOP OF RI ER) ¦
AROUND EACH JOINT OF RCP BARREL IN 2' WIDE STRIPS 10' CENTERED ON JOINT. FELT FABRIC IS TO BE WRAPPED TWICE 4 LF -6° DIA, DIP
(MIN,) AROUND JOINT AND IS TO BE SECURED WITH CONCRETE TOP OF BERM ELEV. = 342.OD ¦ BASE EXTENSION I
100 -YEAR WATER SURFACE ELEV. = 340.51 NAILS,
1L i0P OF RISER ELEV. = 338,70 ___I 1 3 3 3' TRASH GUARD 4' LAM T R ¦
7" (MIN,) MANHOLE RISER 2~ (SEE DETAIL) PRE-CAST ¦
1 -YEAR WATER SURFACE ELEV = 338.4) 3 HEADWALL ~-.1 I ( SECTIONS) I n
(SEE DETAIL) BERM ~ ~R ~ N ¦
SECTION ~ \P~~~ G~ BARRE ¦
~ 0 p~, g~ L _ P~~ 5~ 2' INV. IN = 336,00 ¦
DRAIN TRASH GUARD ' (SEE DETAIL) BARREL INV. 36 LF - 1 " - LEVEL SPREADER ~ GP
ELEV, =336.00 8 0 RING RCP ~ 1.11% (CL. III RCP) Q ¦
BARREL CREST 335.60 INV. OUT = 335.60 17" ¦ 17"
WATERTIGHT SEAL TO BE PROUIDED ¦
AT RISER/BARREL INTERFACE , DRAWN BY: CHECKED BY:
1: 4 LF - 6" DIA. DIP 1 1 - 18" DIA. 0-RIN R P ¦ G c JC
~1 1 NCDOT CLASS "B" RIP-RAP I N DIP IN . ¦ 4"x4 6/6 WELDED WIRE - DATE
9 L x 11' W x 22"THICK ELEV.:- 336.00 FABRIC (EACH SIDE & ~ ! ¦ 06/22/05
rnpl c" a
¦ SCALE
#6 REBAR PERIMETER 6„ DIP 4 LF 6 DIA. DIP EXTENDED BASE 1 40 FRAME (2' x 2'x 2') MANHOLE SECTION PROJECT NO.
KEY TRENCH (SEE BERM MIN. 3000 PSI CONCRET SIDE VIEW ¦ 0490 E
SOIL AND COMPACTION EXTENDED BASE SPECIFICATIONS) 10 ¦ SHEET NO.
MANHOLE SECTION
(PRE-CAST) PERMANENT DAM CROSS SECTION 3' ¦
C141 ¦ 6 DRAIN TRASH GUARD DETAIL OUTLET STRUCTURE DETAIL
N. T. S. ¦ N. T. S. N. T. S,
¦
®OOPRbCHT 2005 THIS DOCt MENT AND THE OESK;N ME TTE PROPERTY OF HORVATH ASSMPJ , ?A ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

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Brogden, Phillip D and Brogden, Edythe LINE TABLE
Pin, 0824-01-29-6455 LIME LENGTH BEARING
Parcel ID: 182907 5104 Brenda Ct. Durhom Public Schools Board of Educotion L1 149.55 SBS'01'S0"E L2 40.00 N03'O7'00"E Z
Land Use: AG/Single Pin; 0825-03-30-9794 Family Res. Parcel ID; 183779 Exisfin 25' 3 30,00 S85'Dl'31"E ~ 9 -
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Mort~nez, Ricardo .~t fat , , . ? r, ~ and Wife Elizobeih 4 r,, ~ r.~+ 350 ~ , ~ ~ ~ K-- - - r gAic~ 1 36,800 _SF (~X) ~ +-sipe sns~N ~ F PROP ' ~ - - ~+r~". 1i' r o0 iNC w/ ,527 S a_ ! OAK ; _ - ~ I - o . ~ ~ I o
Pin: U~ ! \ i j ~?"x . y" ,ti 3 l~ : - , 0824-01-38-3902 _ - ry ; - I 384 _ ~ J c0 dl ~ ~ ~
- _ , :183061 ~ ~ V , ~ ~ _ - ACE Porcel D ~ i., ~ ~ 4 ~ r ~ r: OPEN SF ~ r { \ ~ ~ - - / ~ i . - ,r ~ 1 Tan= ~ ~ „ N 1 ~ .
5126 Pine Trail Dr. ~ ' I ~ . ~ ` ~ t ` ~ ~ _ ~ _ ~ - ~ A"~ . w . " ~ ' Land Use; Single y 042 n I , - T~ ~ LL - _ y. ,
~r - Famil Res. ~ r , y ` , ~ i ~ _ _ y Zonin : r ~ . ` p[~ - ~ 4~ , , ro ~ _ ~ ~ , N
9 ~ Ot n' i i - , ~y. 1~,0 0 F-J/B 1 -0 / --T~~ ~ ~ Z / t i ~ ~ -
, 1 ~d7 O.. L=189 3 - - . _ , ° ~ X ~ J . , s ~ ~ ci; ~ ~ - ~ ~an-95.~ ~ I _6 J
~ ~ ~ ~ , o. t 15 , ~ ~ - - 0 s=21'3s'42' t0 OPEN SPA O ~ a a3 ~ ~ r - ~ AREA 'D ,
~ ~ wrence V i 1 ` ~ y. i~ r , , ' , ~ ~ ~ - SE ST John La ~ ~ \ ~ e . - J 10,054 _ g1~~464 / I ~ , - ' ' ~ Lot 2 ' - Lot 1 ~
~ and Wife Corla i i ~ ~ y _ 1 P r. 10;096 SF , : ~ 0,018 SP y. . ~ 17 466 SF I -,ip _ - rn , , ~ _
{ 0824-01-38-3813 - o ~ r 0 Lot 13 ~ I 1 r_~ lot 3 ` ~ ~ ~ ~ e I I h 2 S E ~ c o rn - ~ , 1 .,10,08 I cfl
I ~ , . Parcel ID: 183060 ~ 1 f, ~'r.~, % / ~ '1 ~C 0 1. ~ ~ ny ~ ~ I 'l Dr, %x; - - Lot 4 .r--- . N - _ 1 0 162 SR. ~ ~ ~ _ ~ U
5122 Pine Tra I ~ ~ " , . Q ~ ~ ~ ~ AIN . ~ ~ RR,, p~ ~ ~ 10 YEA FLOOD ,1 1 „ P ' I Lond Use: Singe r ' 0058 G 1.q0'~ ~0 ~ •y9 . SE F.E.M.A AP 37063 ~ ~ `~x .r ~ f ~ ~ - r ~ ~ , U ~ - 1 1 ~ _ - Z _ ~ Z - M
~ . Fnmlly Res. , TIVE D TE OF ~ ; . ~ r~ , BEA ING AN FFEC R-20 , , 1996 ~ ~ ~ _ i 'E,,';a Zonin : RU RY 2 'v % 1 ~ ; 9 FEB RANGING ~ r % ~ 3? , ~ ~ , Lot 5 ~ N
F-J B BASE ~0 D LEVA1fI0NS ~ ~ . ' , Overlay: / W I ~ 3 4' FIELD VERIFI~O P. fir; ,'4~ i r ~ ~ 3 ~+1~Sn. , r r FROM 33,3 ~ r. ~ ' \ , / 1 10,000 SF + in lU ~ Q ~ z
~ - F , ~ " 1 , i 6 ~ ~ P~ ~ O
,0 ~ , ~ . ' 0 V o t6 \ ` ' Lo ~ ~ ~ Q m
~g ~ rn I 1. ; ~ ~ , i 10,1 ( ~ , : ; , 1 10,000 SF ~ I CO p
~ I Uile , Donald E and ! REA A t N SPACE A I ~ / ~ i. ~ r , y (fPE v / ~ ,t ~ ~ O ~ 1 I ~
Utle Mar area D ~ ~i ~ ~ ~ ! j ' R' 1 . . Pin: ( i I ti a ~ Y~' 1 ' ! t- ~ L= ; . , ~ o Z N 1 ~ Q ~ 1 ~ ~ X
I • k_ , t.ia 0824-01-38-3722 ` , ~ i a T 0 ~ ~ ~ ~ ~ ~ I k i i 59 ~ ~ ~ , ~ a 3 Lot 9 Parcel ID: 183 ` , ' 918 o `1 1 0 ~ O Lot 8 ~ ~ ~ Q
~ ~ ~ ~ 5118 Pine Trail Dr. 16.040 SF r Q, ~ , o =m 1 x,963 SF ~ ~ ~ - _ _ ~ _ _t ~ U
e: Sm le ~ , ~ Land Us 9 1" ~ ~ , I 1 Famil Res. ~ ~ v , ~ C I i , Y , w i t t. W ~ "c-,,` ~ i ' Grubb, Robert S and wife Linda K O ~ ~ . Pin: 0824-02-56-0746
Z 9 . ~ r . ~ '~J~O p OLOt ~ 1 ' ~ b+ , ~ Ot 10 Overby: ~ ~ ~M., ~ ~ W Y i ' ,186 F I O ~ I p y ~ _ ~ Parcel ID: 183005 Ih _ _ _ Tan 15 I I - C - ~ ~ I I 301 OOk Hill Drlve N
: ~ ~ _ r I I i ~ ~ 1 ,009 SF 1 ! e ~ Q j ~ ~ Land Use: 5inlge Family Res. O r
I ~t f ~ i ~ ~ ~ i ~ i i ~ ~ i ' ~ ~ r I ~ ~ Zoning: R-20 Q ~ ` ~1 p6 J ~ Overby, F-J/B r+1 r
FL00 W~PY FRINGE , ~ ~ I ~ ~ 9 1 Stone, Ted G. and i \ ' ~ `v: ~ ' ~ s' S. _ ~ I ~ 1 ' ~ i I ~ } Ann F N8 ` ' ~ ~ 9~.~', ~ _ ~ ~ • ~ I ~ - - ~ _ 1 , ~ Pu~UC Lot 7 ~ J i ~ ~ F N R.o:W 16,085 S i OPEN SPACE I o O
- 2517 WI • , . • f , ' Pin: ~ ~ ~ L _ ~ ~ ~ . , , , } ~ @ ~ i ~ I I _ j AREA 'D' ~ N _ r ~
OB24-01-38-3fi22 00,11 ~ ~ , J Parcel ID. 183058 + - ~ 52 W . ~ 1 ~ J N \ ® / ~ Q ,
~ ~ . _ ~....,t.~ 1228.8 5114 Pine Trail Dc Reed, Betiy'D ` ~ ~ _ ~ Land Use: Single Pin: 0824-01-38-5537 ' . ~ ~ T ' ' ~w.~R.. ~ + ~t~.wwr~. _ W W
Family Res. Porcel ID: 183052 ~ i S87'2T11"E 589'46'55"E - - Savannah Realty, LLC 183.76' 4' ~ ~
Zoning: R-20 5115 Longleaf Dr ~ Allilip 'and; ~ ~ it Res. , W `0,4ona L' ~ = Overby: F-J/B Lond Use: Single Fom y -01-38_7598. ~ a-01-a7-9x68 1143,6 ul cn Pln: 062 Parcel ID: 182976 W
nin : R-20 Pin:`-0824 ` Zo g ~ Parcel. l0: 983015 , Overlay, F-J/B 4 Lon leaf Dr. `'%~i. 0 Murray Hill Dr. ~ ~ UQ Q
511 9 33~ ,La 11se: Single Family Res. ~ ;<`x., - Land Use: Vac Res/Homeowners Assoc. W J I - Zoning: R-20 ~ Q.
Zoning: R-20 ~~,=y ~ Overby: F-J/B ~ ~,;>'~x.. Overlay: F-J/B N Z ~ _ Q
i i j;;~: Sovannoh Realty,-LLC ~Q J W I- ~
. 1 Pin: 0824-01-47 3942 ' >~`K Porcel ID: 182973 Q
D Latta Rd i' Land Use: Vac Res/Homeowners Assoc. Q~ ~ ~z = o ~
I' ! _ Zoning: R-20 Overlay: F-J/B , rU ~
M Ill to t0 Q W
Z
Lll
. ,t N CA . r '
;'~~~OF '~.1'':
_ -
;j69„' r , z., 9
~ 6 ,
. F~ • ~ , _ . _ _ _ _ _ _ j EERY H,
I
I D.~ 3
EE PROTECTIOr TR OTECTION NOTES:
A INSTALL TREE PROTECTION FENCIN 'ROTECTION FENCING AT THE SAME TIME AS THE NR NSIOHE ~r )RES. MAINTAIN FENCING UNTIL ALL CONSTRUCTIO
HOOKED ) NTROL MEASURES, MAINTAIN FEI 36" REFLECTIVE ORANGE SAFETY NETTING CO ONTO PREFORMED CHANNELS ON METw D VICINITY OF THE TREES 15 COMPLI ADING ETED. GR RAWN S 15 COMPL ~7 RALL o . TREE V E
POSTS OR FASTE BE ST PLEEDAR OR 00 POSTS WITH N0. B) INSTALL TREE PROTECTION FENCIN PROTECTION FENCING ALONG THE ENTIRE LENGTH OF THE LAN GE P PLAN. RAINA TED ON THE D D
PROPOSED CLEARING LIMITS AS D AS DENO G~ N ARING LIMITS Z 1 M URES SO THAT THEY MAINTAIN A 6 FOOT H
C) LOCATE TREE PROTECTION MEASUI POST ®t0' O.C, RADIUS AROUND EXISTING PLL RNTS PROTECTION EAS ~ „ , » EXISTING PLANTS OR PROVIDE A 1 FOOT RADIUS FOR b C 140 =60 VD
EACH 1 INCH DIAMETERWHICHEVEI )IAMETER OF TREES (MEASURED AT A POINT 4-1/2 ~ tOUND), WHICHEVER IS GREATER. " ~ W A
WIRE MESH, ATTACH WITH FEET ABOVE GROUND), ING STATING:"TREE PROTECTION AREA NO TRESPASSING O ~ 04, )N THE FENC PACE SIGNS 12
end WIRE STAPLES (ALTERNATE) D POST A SIGN ON THE FENCING S Le ) RA PARA L( AND °ZONA PROTECTO TRAR . S OTECTORA PARA LOS ARBOLES/PROHIBIDO EN y ' GRAPHIC SCALE FEET, x SCALE
EVERY 75-100 FEET, METAL POST ®10' O.C. MAX, GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE 30 60 i2o 240 ~ = 60' OF HARP 60
CEDAR AND WOOD SHOULD BE 36" E) AT THE START OF GRADIN STR PPI INTO GROUND AROUND A TREE OR T E :E OR THE STRIPPING OF TOPSOIL, MAKE A CLE SAME TIME
- VERTICAL CUT AT THE EDGE OME AT THE EDGE OF THE TREE SAVE AREA AT THE THE TREE JOB No. 1SION CONTROL MEASURES ARE INSTALLED, I THE TREE Y FROM O"T.7V
FLOODWAY _ I, As OTHER EROSION CO NT THE 511 BUFFER FLOODWAY FRINGE PROTECTION FENCING o :NCING ON THE 51DE FARTHEST~LWCONSTRUCTION IN THE TALL REMAIN IN PLACE UNTIL OF MATERIALS, FILL, OR (IN FEET) SHEET No.
R EASEMENT STREAM I,. SEWE ~ TRUNK AND SHALL REMAIN IN Pl i-I- OF THE TREES IS COMP VICINITY IE TREES IS COMPLETE, NO STORAOWED WITHIN THE PROTECTED AREA.
EQUIPMENT AND NO TRESPASSIN( D NO TRESPASSING SHALL BE ALL 1 inch - 60 ft. - _
ION FENCING MUST BE INSTALLED PRIOR TO ISSUANCE OF ANY
F) TREE PROTECTION FENCING MUSI PERMITS.
C140
FENCE PROTECTION TREE 2 NICE
NO SCALE 1 OF SHEETS

VUF~Y V1 YU iJtl Vil ~ aF i°~- 5 ~r~77+~" ~ i~ itE'
PID 183002, 183006 ° i,q
¦
` r 1" ¦ ,
'z'
¦ ~m
Brogden, Phillip D and Brogden, Edythe ¦
Pin: 0824-01-29 -8455 ' Parcel ID: 182907 LINE TABLE ¦
5104 Brenda Ct. ' Land Use: AG/Single Durham Public Schools Board of LIE LENGTH BEARING
Education Family Res. Pin; 0825-03-30-9794 ¦ 1 149.55 585'01'50"E
Zoning: R-20 Overly : F-J 8 Existing 25~ Parcel ID: 183779 2 40.00 N03'07'00"E ¦ Existing 25' 3 30.00 S85'01'31"E
y / City Of DulhOm 227 Milton Rd. S S Easement Land Use: Vacant Exempt Zoning: RD City of Durham 4 94.97 503'07'00"W ¦
' _ P8 151-PG 321-322 20' PUBLIC Overlay: F-J/B S/S Easement 5 12.00 N86'39'42"W
~ STORM - EASEMENT ~ + - PB 151-PG 321-322 ¦ 6 5.99 S06'01'DO"W
+ Durhom Public Schools Board o1 7 128.00 N86'39'42"W ¦ Educotian
+ S84'56'34"E Pin, 0824-02-59-6559 8 16,22 N87'27~11°W ¦
~ L _ 110-~ 20' Pueuc w _ _ _ _ 5,11' STORM _ O ~ . - _ _ I EASEMENT Porcel ID: 183778 9 59.94 N86'17.23 W 117 Milton Rd. '18"W ¦
: _ - . + ^ 7~ + + Lond Use: Comm SvC/School L 0 14,95 N2B35 L 1 49.93 N34'02'00"W ASSOCIATE S Zoning: RD , ¦
+ ~ . • p•. + 24 PUBLIC I' - - + I Overlay: F-J/B ~ r',~°•„~ ~ L 2 5LD0 S8501'31"E
Lot 23 STORM ~ _ . - _ _ + ~0 rP EASEMENT - - , I <'~~r' C ~ ¦ , ,rf
~ P ~ ~ i ~ ~ ~7 r-- ~ - - ' ' oA o•J- ~ ? LDt 22 ' i ~ i 24' PUBLIC / I _ _ - - S84'59'2 ~ f,` 16 CONSULTANT PLACE, SUITE 201
' ~ ' STORM _ ~ D E~ ? ~ ; 4 ~ of 25 t•, ~ Lot 2 i e L I EASEMENT / - 394; ~ . ' DURHAM, NORTH CAROLINA 277 - J `.-A ¦ P 919.490.4990 F 919.490.8953
o > S85'09'DO"E
~ ? wM c ~ I i I ~ / ~ Lot 26 / - - " ' 229.6 6 • ¦ 537 MARKET STREET, SUITE L120
~ ~ ` 016 CD ~I ~ P~.uPS Pa _ ? I' M / Lot 27 _!I 40' PUBLIC ROW y ~ Lot 28 42 EE 7 0 NNE S 3 TE S AN OGA T 0 z Fletcher, Harold Kent and wife Betsy ¦ CHA ~ ~ ~ s# K r: ;c ~ _ - 152 .266.5700 t 28 _ , ~ Pin: 0824 02-59 0 P 423.266.4990 F 423
~ '551" : 'v ' . " ~ LOt 21 , 15" RCP . STANQARD FH / / • ? 018 8"t6 TEE ` Porcel ID: 183003 '
/ ~ _ , HEADWALL ~ / 304 Oak Hill Drive ¦ :.,n ~ Land Use: Sinlge family Res. W1MW.I101'IfCII1tl4SOCItlI@S.C0111
i • L _ WM CO _ „ . 62 LF; / + ` _ _ ' ~ ~ ; r~ _ Zonin : R-20 ¦ 9 r lY1~t' ' Overlay: F-J/B
Davis, Wilknoutfi R° _ -RGR 18"~ RCP ti•~ ~ - _ _ ; Pih: Q824-01-3g-3077 ` .5$' - ~ 38d. T „ WL ~ r. r. 15" RCP - ,
8 Paraet ID 163062 , ~ . , ' _ _ S S - ~=s.ao _ _ _ 5130 Pine Trail Dr \ ~ R=32zoo ~i ay/x~`u `r ¦
" 3 ~ Tan-3.30 , L nd .tJse: Sln le Famll ' ~ 0 --__~5"~ p 9 Y . ~ , ~t~e~T WL WM CO .rag' ~V~' O ~ ~ r. ,~'r.. ~,x'~ ~ ~ ~ fi t~4 I ° o°ii ~ ¦
Res.. ~ %c~ . " U 18 RCP ~ Wing tT-2D • . 1~lgt ~ 8D~ _ I+ fr:'' tgc ,gyp 1 v o
t 20 YJM-~D A pvC ,:mo't'; `Overlay E-J~/B ~~J~ ~o~ LO CO ~ ro ro F''~ . ~ , x~ ~ oP Lot 18 ~ HEADWALL Rdl? ? ^ \ i 40' PUBLIC I ~ T. 4 ~ ~`x' ~ tea . R. ~ ~ Lot 30 ~ ~ ~oP
\ ~F` . r i STORM h'~: Lot 19 i ~ 50 ~ ¦
EASEMENT _ • x a > N , ~ _ ^ , , • ~ i _ k , t0~ F ~
~ _ , • , ;588 X328."E , ' - k ~ ~^l HEADWALL ~ ¦ ` I STANDARD FH g~
15,4:9$` x4 ` ~ ~ ' Lot 17 > s'r'c x~ f:~ ~ ..r', ~ Lot 29 B"xfi" TEE „ cl o L3 L1 ¦
rtinez Ricardo \ 0 vr,, ~ ~ , / 5" RC Ma A ~ 4 ~ ,~^:"n HE~1Dw: _ _ _ _ + ~ . , ~ ¦
and Wife EIiZObet ~ll~+ ~ ` ' ~ ~ Q ~ ~ . ~~y x ti v:~. ^,i-'' ~ Pin: 'til, ~=t~ / G x ~ ~i 1tA~ ~'fa~a ^ , ® 1 r.0~ EX, LOT Lot 31 k 4° RCP 15" RCP ~ v eRlc 2 24" RCP
r _ ~ v'"~, x ~ RC 150 . 0824-01-38-39D2 ~ ~ " ~ ' • , , ~ 1 3061 I }X,. , x r~` . , j , ' , C•. - _ CO WM L1 STAN,~ARD FH 9 ¦ ~_S1CR gASEUENt pIVF _ _ LUNG wI ~ K"~L~- Drn.~ ~ _ ~ 8x6 TF~E
EX1 x.: ~ • 5126 Pine Trail Dr. ~ , _ Y P ~ „ J~
Land Use: Single t a ~ ~ K x r . ~ ~ rte' , Family Res. ~ . ? _ i5" RCP 0 ¦ N
Zoning: R-20 ~ `lA % ~ ~ . j ' 15" RCP. Overlay: F-J/8 j ~ .x, ' 24" RCP _ _._---5 WL _ _ WL R=+i'.'so ' t" " P N1L ~ 8 ~ S S/ 8 0 PVC S S / i~a.es - _ _?yL o =eadi'~o" ¦ - 8 -
Lot 16 , ``ms's f' ~ ~ ry, , S
~ \ , 36" RCP ~ ~ ~
r ~r ~ . ~ T ST John Lawrence V \ , ` " ~-189.03 _ - _ ~ I. ¦ R-500.00
1 Jr. \ G~ , ~ . ; . ~ k<,• , - Lot 15 ~ ~o X~ . , rp ~ ron=95.55 L7 1 RCP s, 8 ~ f n-°21 39 42' } i ~ 15" RCP ¦ _ A 6' i / i I la '
and Wife Carla \ 1 , Pin: ~ W r, ~A-, / Lot 14 IG q~ ~bs?~ , , ~ AK HILL DRIVE zz 0
0824-D1-38-3813 I C16~ ' ~ . Parcel ID: 183060 ~ ~ • b 1 M i aa~ CO' 1P v1V WM ~ Lot 2 ` ! , I 8' ¦ 0 - Lot 1 lo! M ; ~ e' . - _ ~ WL DURHAM
5122 Pine Trail Dr. ,t'; ~ LOt 13 1 nd Use; Sin le F OD PLAIN ` , , ; ~ i,r , • l . , ~ 1 15" RCP Lo g 100 YEAR LO T,,~ Lot 3' 1 .,nl _ NOR , I 8J'J543"C ~ TH CAROLINA " I ,ocar
Family Res. SEE F.E.M.a. MnP 370630005g~G •~,Q~ t Q BEARING AN EFFECTIVE DATE OF °4' ~ 'CQ ~ 15" R - Lot 4 ' , , t, I I I ¦ 9 i1 ~ ~
Zoning: R-20 FEBRUARY 2, 1996. \ `~~.,r; a' ~ , _ Y W Overly : F-J/B BASE FLOOD ELEVATIONS RANGING ~ ~ : ,~y / ~ 36° RC W~ 5" 5 £ 3 ` C180 1 C 5 f ~ "STANDARD., 1 I 15" J3GP, ¦
M 333'-344' FIELD VERIFIED ` t r,; ~ F:~~•'~r:'\ WM C PSG ~ FRO ~ )r ~ 159,E B"0 ~ r ~ ~ N7S 8x6 TEE, Lot 5 , i t 6" GV
_ ~ ~ ' n ~ CO ' qya. ~ r7 ' ~ RCP S ~ ~I _ ~ ~ ~ '
i o ~ _ ,,tY Lot 12 - _ N $S" RCP \ ~ ¦
, 0 ~ ~ 1 ~ N STORM Lot 6 ~ A ¦
k" - ? k X STORM Utley, Donald E and ~ ` ~ L ~ ~ ~ h xxv~ EASEMENT Utley Margaret D " EASEMENT 1 I I NOTE: ¦
Pin: ~ m i. / ~ oe24-o1-36-3722 \ ~ Pv~ ~ 1 1 WATERLINE TO BE 3 EXTENDED TO ROXBORO
a, =200.00 Parcel ID: 183059 r. ~ ' ~ 1' L=2_29 , 5118 Pine Trail D ? ~ 1 ' ~ ~ ROAD, ¦ f ~ v ~ ' , Ir7 5EE NOTE F
Land Use: Sin le , ~ ~ Tan t.ta 9 _ i ~=P39~18` . Lot 9 Lot , c' ~ . , , Family Res. ~ ~ ~ ~ _ 15' RCP Lot 8 I ¦ I^ o
, ,1 j - M , ~ '.4 t L_ _ l O
Overly : F-J B I v. %i 0 , ~ ~ , Y / L,o, ~ . ~ Grubb, Robert S and wile Linda K
r ~ ~ Lot 0 _ , b. • STORM .,1 ' R=2 .o0 1 Pin: 0824-02-58-0746 ¦ Ton-0.27 - _ _ - _ _ Porch b: 183005
F OODWAY FRINGE . o ~ ~ M NT ~ ~ ~ Stone, Ted C. and L 1 EASE E 1 , i n -o•q9 ~ 5 WM ~ ' 301 Oak Hill Drive ¦ 1 I
Ann F ':r ~ b I _ ~w, Pin: + N86'25'17°W i ~ Land Use: Sinlge Family Res. ~ I Zoning: R-20
0824-01-38-3622 200.11' _ - _ ' • 1 I Overly : F-J B ` a I R ~ Y / ~i
Parcel ID: 183058 A~w . 3 r _ 5114 Pine Trail Dr. i - + ~ Reed, Betty D • , ~ - ~ =P" ~„'i~~ . . N87135 „ _ I _ 9 ~ _ . - -1 g,. ~ I i
Land Use: Single ~ 2 W Pin. 0624-01-38-5537 ~ -c•-- . I"' ~ 1228.8 ' • . Fomil Res. Y Parcel ID: 183D52 ~ ~ , . , ..,r aw. +we ~ -
Zoning; R-20 5115 Longleaf Dr Ph~l~p ~..pntl ~ P~,UG AND BLOCK `~1" ' ~ ~ L8
Overlay: F-J/B nd Use: Sin le Famil Res. P~,UG AND La g Y ~ Wa Donna'.L Zonin : R-20 ~ 8 WATER„ 9 Pin: '0824 01 3$-7598• - INSTALL 1 8 WATER„LINE 587'2711 E NOTiN 0 Savonnah Reolty, uC ~ ~ S89'46'S5"E INSTALL 1 BO Pin: 0824-O1-47-9468 1
Overlay: F-J/B ~ ` PofcellD; 18J015 X ~F,~ Porcel ID: 182976 83.76 1143.64'
5UA Congleof Dr. 33 Lo d Use: Single Family Res. 3 0 Murr Hill Dr. ¦ ay
Zoning: R-20 ~ ~ ` .FIX Overlay: F-J/B . ~ Land Use: Voc Res/Homeowners Assoc. Zoning: R-20 ¦
r.~r,~ h •?UV, rf, Savannah Realty,-LLC -Dverldy: F-J/B NSTRIJC ION BY OTHERS UND~~R CO ¦
Pin: 0624 01 47 3942 ~ Parcel 10: 182973
~ ~ 0 Latta Rd ' ¦
- ~I Land Use: Vac Res/Homeowners Assoc. Zoning: R= 20 ¦ ~,~~umNq,.
Overlay: F J/B I CARA o s~~H,... 1/ ,
.•`.0 N r.•' SON
VI ION SUBDI S ¦ ~ •
I ¦ ; 3Y OTHERS ' 11
UNDER CONSTRUCTION BY OTHER. i .f ~
n ,wLi N~O' Ln ¦ ' .w•••
i e end v t~. L
c' I ~ ¦ •h1 p"p 1
~7 i ¦ 3 8
100 YEAR FLOODPLAIN ¦
¦
_ _ .
~i ~v~ _ ¦ - 'I'- v.
i `-s STREAM BUFFER MdCRTRICK LANE ¦
I~ ¦
e e ¦ ~ FLOODWAY
i ~ n^ ¦
s ¦
¦
A Ton=40.1 X88'04}20 L UTILITY NOTES ¦ GENERA
i TILITIES IN ACCORDANCE WITH THE CITY OF DURHAM ¦ A) INSTALL ALL U
STANDARDS AND SPECIFICATIONS, INCLUDING TRANSITION COUPLINGS. ¦
cn ~ ~n B) FIELD VERIFY ALL EXISTING UTILITIES LOCATIONS ANO INVERTS PRIOR
15" RCP z TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. ¦ l=
o' o. ' ~ C ALL POWER, TELEPHONE, AND CAS SERVICES SHALL BE UNDERGROUND. ¦ W,e z )
l^~ . _ o WL o. _ 8° DIP WL - 1 LAN A CESS SERVICE ROUTES WITH THE UTILITY COMPANIES. DRAWN BY: CHECKED BY. TY P COORDINATE C TILI U iG ~ ¦
m _3'35'43"E WL lOd.41' ' ~~=BO' D LOCATION OF THE EXISTING UTILITIES IS APPROXIMATE AND MUST BE ~C C120 I )
PVC 5 8 DIP WL ~ VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. NOTIFY THE CITY Q T RE UEST FIELD LOCATION OF SERVICES. ¦ DATE
1b"•~ WL 3 OF DURHAM AND NC ONECALL 0 O O6/22!05 ¦
_ ~ _ _ Z ' E) ALL WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER; 10' MIN, SCALE 1 LATERAL AND 18" VERTICAL SEPARATION FROM SANITARY SEWER LINES; ¦ 1„ _
WL NEW 8" TI ~ ~ 8" DIP WL AND VALVE NEW 8" TAPPING SLEEVE ~ 0 30 60 ~ 12" FROM STORM SEWER LINES. - X I ~ - ¦
AND VALVE (SEE NOTE F)
Hr' F) WATER MAIN SERVICE TO BE EXTENDED TO THE SITE PLN L;I IY tN6lNttrc NU PROJECT NO.
WL REQUIREMENTS FROM ROXBORO ROAD ALONG OAK HILL DRIVE ROW SCALE: 1" = 60 ¦ 0490
NOTE: ~DIP W QN e' DIP WL _ ¦ SHEET NO.
WATERLINE TO BE EXTENDED TO ROXBORO ¦
ROAD. SEE NOTE F - I I
_ ¦ C120
¦
i ¦
COPYRIGHT 2005 THIS DOCIMIEHT AND THE DES ARE THE PROPERTY OF HORVATH ASSOCIATES. PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

i
¦ u _
PIN 0824-01-48-2902 0824-01-48-5969 ¦
~ ~ PID 183002, 183006
¦
1 ¦ 1 .;T' S k Q r
fi ¦
.
¦ j~<yyyyyy~~ R: ~oYn~~
¦ .
Brogden, Phillip D and ¦ ~...f
Brogden, Edythe Pin: 0624-O1-29-8455 ' ¦
Parcel ID: 182907 5104 Brenda Ct. 2
Land Use; AG/Single i ¦
Family Res. Durham Public Schools Board of Zoning; R-20 ~ Education LINE TABLE LINE LENGTH BEARING ¦
Overlay, F-J/B Existing 25' Pin: 0825-D3-30-9794 Cit of Durham Parcel ID: 183779 Li 149.55 885'01'50"E ¦
y 227 Milton Rd. S $ Easement 3 TREE PROTECTION Land Use: Vacant Exempl L2 40.00 N03'0T00"E
, PB 151-PG 321-322 C110 FENCE Zoning: RD Existing 25' L3 30.00 1" ¦ City of Durham 885 01 3 E
~ _ Overlay: F-J/B S/S Easement L4 94.97 S03'07;00';W ¦
~ ~ - _ ~ ' PB f 51-PG 321-322 L5 12,00 N86'39 42 W E S ASSOCIAT
~ ~ _ 20' PUBLIC Qr: w ~ 884'86'34"E STORM EASEMENT L6 5.99 S06 01 00 W ¦ Durham Public Schools Board of ~ L7 128,00 N86'39'42"W
~ ,:o a / 1105.11' Educciion ¦ TOT-LOT AREA Pin: 0824-02-59-8559 L8 16.22 N87'27'11"W
~lr' O _ ` ( W ~ a.. 'r~ , ~ a ~ D ~ I 12 I~ - - - ~ ~ 3 TREE R Parcel ID: 183778 L9 59.94 N 6'17'23"W 16 CONSULTANT PLACE, SUITE ZO1 3 TREE PROTECTION (SHOULD THE HOMEOWNE S 117 Milton Rd. ,c 8 ¦
't, . i F t ~ . ~ 11 p C110 FENCE IATI N CHOOSE TO DO SO DURHAM, NORTH CAROLINA 27707 C110 FENCE ASSOC 0 ) Lond Use: Camm SVC/School , . L10 14.95 N28'35'18"W P 919.490.4990 F 919.490.8953
/ r~ CAP. - Lot 23 I 24 PUBLIC ~ _ N ~ n ~ : „ ~:P , STORM EASEMENT ; ~ _ _ . _ 'h ~q~ ~ 17,417 SF _ Zoning: RD L11 49.93 N34'02'00"W ¦ ~ Overlay: F-J/B
" DAO~. ~ 5 16 . , . ~ ~ ~ r'' Lit 51.00 585'01'31"E ¦ TSTREE SUITE LI20 r 537 MARKS T,
: Lot 22 , 24 PUBLIC o ~t r os 10,670 5F ~ I " li STORM EASEMENT _ _ S : ~ , ~ , ~ CHATANOOGA, TENNESSEE 37402 84 59 2 ` ' - ~ ~ 3 E ` ¦ P 423.266.4990 F 423.266,5700 _
h , ~ . > . , ~o ~h Lot 24 Lot 25 ; ' • . , e~ ~ ~ 16,000 SF I' 16,005 SF 12, - , ' ~ a' 394: - ~ ¦
/ ~ ~ h 14 I' ®1 , ~ I < / S85'09'00 E www.horvaihassoci _ _ ¦
I Lot 26 . ; i ~ i : , 4~ pnu~ OPEN SPACE ~ 229.66'
S ~ ` 3 _ . _ ~ID ALIC 4 "pal 6,773 SF ' cleo 4D' I ~ Lot 27 8? t <~.y; Lot 21 ` h , _ a1BLIC Rpyy 521 . ? : _ 16,004 SF Lot 28 , AREA .B. £ ` ` Fletcher, Harold Kent and wife Bets ¦ Lot 28 ~ ~ ,,r,~' ~ y
r; ~ ~ 10,521 SF. ; ~ ry h 1 _ _ 08 „r ? ,r 124 I 2 ~ 18,474 SF _ _ Pin: 0824-02-59-0152 18,474 SF ~ ~ ' - ¦ ' ~ Parcel ID: 183003
- _ povas Y~7ka?auth R - ~ ro 80 n. ~ , a 00' ~ ~ ~ P~, 304 Oak Hill Drive / ~X ~~.ry ; ~ % ' Lond Use: Sinlge Family Res. ¦
8 Purr O 4-,T - 077 ' ; h _ _ tV _--~1"'~.. ,,.Q ~ 3 - ,s,. _.~.•e.:..~., - 584511" ~ ~0, ~ eE ~]3 r, r. ,.~v'~~ v` 114 Zoninq; R-20
Pargel ID>,..183~$2 " . ,p f,t^ 2 368:68._.. - - ` _ ~ , . m o: XISTING F'OOT6f71gGE, ~ <~I: ~ ~''"XJr"`~ ~ '+-~y Overlay: F-J/B ¦ ~ , ~ x ~ ~ j 1 `TO RDMAIN ~`f' ~ ~
L nil . 6~ 14 ,Tamil " - - _ ~ ` : In9 Y', . ~ , . F', . t^~. a, C180 N I P L=e.eo • ,x . ,r (e`~ s0. , s p3 "`~*n!Y l ~p~~ ~ 4 R-3z7.0a -'Res„ k . s 7~ i0'~ 5 N 86 _ 4D' P(~ f~Al1YE 7 Tan.3.3 i_ " ate ~3 ca
gmg•;a2 2 , ; : ' ~ ~ , t F .G~µ }2 ^ 11 ~ ROW _ 5 1 ~ ¦ a ~.r / Q- ~ 07
Overlay;; E-IF B - _ ;r.. ' ~ 4 _ _ _ a o~ . Lot 20 _ ~ - , r'~Y l ~Oti 1 F 61' r p , D,D02 5 -,M2' PEN SPACE' ! ~ ~~n~~ ~i `x x ~ ~
' LOt 18 30 ROLLED - , ~ .<r y, 5219 - _ ~ C&G 3 AREA A - 1 F 4 S , . n 't~ ~
' Lot 19 7 I' •F ~ : i ~ ~,5' ~ 0 PUBLIC x' ~'~c < x' ' '~y ^ ~ ~ Stieo ~.aE ~ Lot 30 a>,a~, . ~ , ~ 0 ~~oP~ , p 18,404 SF I ~ ¦ t 1
10,006 5F , ~ STORM EASEMENT " ~ r x. . 20' PUBLIC 588"23,24 E . ~ ~x 17 STORM EASE ENT _J F , ~ ¦
,154;9 'C.4` ' ~ ~ t t. ~ , , EXISTING PROPERTY LINE ~ I i OPEN SP CE OPEN`SPACf ' AREA i ¦
Martinez, Ricardo rb'~ ~ Lot 17 ~'"`x ~ ~ ' - , and Wif Elizabeth t'~'' ~ I11 720 SF -c'r"' vac ~.Y , Lot 29 AREA. `Q' t2,5 ~ I I L3 TING PROPERTY LIfJE ~ 11,865 SF _ L12
' Pin: t.., I 1 'k 0824-Oi-38-3902 ~ ~ i i wn ~ ® ~,xi`~ ti ~ - ,
Parcel ID: 183061 ~ ` ~ ~ ~x'a _ N l~ ~ ; 1~- _ _ EX, LOT (Lot 31) ~ 9t' .STOkY BW~ENT 36,800 $F (EX) ' 11 117 ~ N 118.9' J ¦
5126 Pine Trail Dr. ti> , ` _ La d Use S 9e ~ ~:x• ~ ~ i_. ''s ` ' 5` y~udc w/ enseM ,527 SF (PROP) ~ ~ it ~ DR Q°• ' L1 u © ~ 31 ¦
Family Res. ` ~ f ~ yr ~ , _ Zoning. R-20 ~;.;1 • ~ - OPEN, 3PACt: ~ ` - -y----- ~ - - ~ , ' -
Overlay: F-J/B ` ~ " ~ , . z • / ARFA ' - - - y~ ti. t , . _ 'A ~ . - a ¦ 25'x25' SICHT ~ ~ - t_ 4 ' L=63J9
~ '~"k.~ PROPOSED DETENTION D ~ i' _ •p. , 'A DISTANCE S' CONC. jED '0 ~ i.. C180 SIDEWALK DEDIGP ' se<•_S'Z'2o'E 5' CONC. s=at5a ¦ TRIANGLE - gE taass' Ton=ao.t .g - ZD IDEWALK ~ ~ OAK HILL DRIVE
Lo '`t' ~ ~ O ~0 2 1 , A % ~ x r 10.050 SF 0 6, SF / 0 25'R ~ 25'R ¦
<.','r. , NO BUILD- ' John Lawrence ,D3' - - ~t DURHAM
Jr, Gi ~x 25 R I I ~ Y and Wife Cara o 1' - - - ~ ' • ~ NORTH CAROLINA ~"p' ~ v! - ~ ~ a=soo,oo ~ ~ Exrs6n 18
Pin: ~ x ; / - ~ Lot 15 PROPERTY LINE Y a t 1 5 to be removed 0824-01-38-3813 ~ ~ ~ 10,054 SF ~ ~ ERTY LINE i0 , 1 W. S0 ton=95.66 L7~~ ~ g to removed) p 9~ z5, ~ ~ t" ° ~tr3s'aP~ 1 i OPEN SPA I I I Strip Pavement ¦
A ~ ,i ti Parcel ID: 183060 - . t • / i Lot 14 25'x25' SIGHT , _ 5122 Plne Trall Dr. ~ - - ~ ~ / 10,096 SF's 1 ' HT Fps ~ N132 , , - ~ 1zce i 50 ; C AREA 'D' I t~ i 25'R RIANGLE ~ ~ BE ~ ` Lot 2 ¦
• ~r 0.. / ~ ,DISTANCE TRIANGLE - Land Use: Single 100 YEAR FLDOD PLAIN ~x~, , 4x~ ~ / LOt 13 406 4 5' CONC 'D}' , ' To ' ~ ~ 8~0 101 ~ ~ `~-RA'W' tED- ~ 80,018 SF Lot '1 ~ 2 'x25' SIG T ~ D~p1CA. / 60 lo,~ ¦
Family Res. SEE F.E.MAN MFFP TI063CA0580F X00 ~ Q~ 10,040 SF 1 CIBO IDEWALK P f / BEARING E EC E D E Zoning. R-20 Qx, 1 FEBRUARY 2, 1996. . , ~ ~ . i. _ 9 30°''R LSD M - 25 R 25'R LOt 3 1 307 1 17,466 SF STANCE J 1 1D,D82 S~ T IANGLE i$ i'>~e33543"E
- . , Overlay: F-J/B w BASE FLOOD ELEVATIONS RANGING ' "1 " ® B0 C&G'. - ' - ~ - FROM 333-344 FIELD VERIFIED r' , ~ ~ - 1. ¦ - ~ 6g o+ . , i Lo ®g 1 ~ ~ i ; 25'R ~'q~ tor,ar ~ a._
~ - O ~ r x ~r 9 v , ~ k Q ' , II © ~ ~ _ I ¦
, M - \,C fir.. Ina. - ri'~:. - Nn 1539 Yi, O M `86 AGE 94 ' ~ ~ ~ ~ - ; Lot 5 , ~ , 10 000 SF `
, . . * - O w ~ d ~ 9 N ~ , 25'x25' S1GiV~ ~ I 3 30a~LLED cA, `y DISTANCE ® ~ 50-' " I in CMG, TYP,
~ y( - ~ti- Z ~ Lt 12 i, t, ..r.•. 0 Utle Donald E and ~ ; „ . 10 120 SF ~ . OPEN SPACE AREA A ` • . n:. ~.><k : _ TRIANGLE .5 - ~ ciao ¦ ~ ORK HILL DRIVE
Utley Margaret D 1, _ x~l, - a ~ 41 ~ Pin: Y ,,'~jl S88'03'53'E ~1 ' ~ 50 ro Existing 50 Z'1~ ~ 6 ~ ~ ~ ~ Public ROW ¦
0824-01-38-3722 _ . ' / '`x 36:Ir` , , Parcel ID: 183059 ~ . . . " r . ~ - 'ti 10,000 SF 25'x25' SIGHT © ~ ~ ~ ¦
5118 Pme Trail Dr, - - - 1 , 25'x25' SIGH DISTANCE TR ' -soo,oo DISTANCE TRIANGLE ~ ' 1 t I
Land Use, 5ingle ~ ~ / ~.z.z Family Res. - : C1• ` . 1~5 a •a39'1a• ~ 1 '
. / - , ~ O . Zoning: R-2D ' ~ / _ LDt 9 0 Overlay; F J/8 M ~ _ 9 16,040 SF '~~2• 1 i Lot 8 1 s' coNC ~ 1 ~ ~ ¦ ''~2~ 16,963 SF tt SIDEw CteO ~ o
ti` o ~ ~ 1 . 1 ,t 1 - - - - - ~ ~ ¦
- r ..~q - Lot 11 Lot 10 ~ _ . A?~s~ , 16,186 SF 1
. 16,009 SF , Stone, Ted G. and FLOODWAY FRINGE ~~o'F ~ ~ .o ~ ~ 4 ~=c'~ 1 ~ ~ ~ . Grubb Robert S and wife Linda K ¦ ~ R' Tan-tl.7~ i - _ ~ - Pin: 0824-02-58-0746
Ann F '1' I Pin: ~ ~ N86'25'17"W ~ ep~ 1 e.o~g9't6 i - ~ ~ Parcel ID: 183005 ¦ 1 I I ` ~ I 301 Oak Hill Drive
O~ 0 I ~ ~1 0824-D1-38-3622 200.11' L , ' R~.-`' ~ - - _ ( ~ Parcel ID: 183058 ~ ~ 3~, f - ~ 4D' 5106 I Land Use: Sinlge Family Res. ¦
° wr 5114 Pine Trail Dr. _ _ _ - Reed, Betiy D -'"r_'^"*". ` , . _ ; Land Use: Single ~ - _ _ o i Phillips Poini I Zoning: R-20 PUBLI Lat 7 ~ Overla F-J B R.O.W ~ I 16,085 SF I y' /
Pin: 0824-07-38-5537 T_, ~ . 'r ~ Family Res. t N81' Parcel ID: 183052 ~ :a. - 13'52"W _ , PROP05ED OPEN PACE - SIDEWALKS
Zoning: R-2D \ - _ . ~ - - _ ' 1228,8 ' 5115 Longleaf Dr ~ ~ ~.r ~ Overjoy: F-J/B ; ' Land Use; Single Family Res. r, .Philip J and ~ O J a i ~,-TO_ALIGN ~ AREA D N non ~ i -
, Zoning: R-20 Donna L ~ 3 Fjiri;`Q824-01-38-7598' TREE PROTECTION 1
- Overjoy. F-J/B ~ TEMPORARY "T" TURNAROUN[ Parcel iD:'163015 k FENCE 0110 2 TO BE PROVIDED UNLESS "T" TURNAROUND . . IDED UNLESS Savannah Reoliy, LLC ~ ~ L8 S8T2Til"E
5114.Longleof Dr. ~ x - C100 PHILLIPS POINT DRIVE IS Lo d Use: 5ingle Family Res. 3 > INT DRIVE IS Pin: 0824-01-47-9468 i 1 S89'46'55°E
_ ~;x. COMPLETED PRIOR TO CONS Zoning: R 20 ~ . , Overlay, F-J/B ~'~kK ~ ~ _PHILLIPS POINT DRIVE 15 TO PRIOR TO CONSTRUCTION Parcel ID: 182976 83'76 1143.64' ¦ INT DRIVE 15 TO TIE WITH ROAD, 0 Murray Hill Dr.
1 Lond Use: Voc Res/Homeowners Assoc. ¦ _ - Zoning: R-20
~,k~ 7„ Savannah Realty, LLC I `,i' Pin' 0824-01-47-3942 Overloyr f-J/8 - ¦ ,y4« r
Parcel ID: 182973 0 Latta Rd ¦ , ~ Y$
land Use: Voc Res/Homeowners Assoc, f
Zoning: R-2D Overlay: F-J/B ¦ ~ ~ ~ A
¦ ~ , r ~ ~ ~ ~
• ¦ . f ~
I Nti~' ~«zra''a
I EXISTING LATTA WOODS , ¦ , ,,,YN,
, SUBDIVISION ¦ •
UNDER CONSTFUCTION ¦ l of
' BY OTHERS ¦
_ _ - , ¦
i
i i ' ~ ¦
: - I ¦
. ¦
¦
TEMPORARY NA~NCE AW FUTl1REECONSTRUCTIONI FOR MAOlTE ¦
B' ABC STONE BASE W/2~'I-2 ASPHALT
PROPERTY LINE OR APPROVED EQUALPROPERTY LINE 'I ¦
I 30' I ¦
I CURB 8 I ~ N Le end 1 OVERALL SITE PLAN
N 6' I 6• NOTES
c 1, F Zo S 1, PLEASE NOTE LOT DIMENSIONS ARE APPROXIMATE. CIOO 1'~=6~~ ¦ SEE FINAL PLAT FOR FINAL LOT DIMENSIONS, %
EXTEND SIDEWALK oc°0i WHEN HAMMERHEAD F~ I 2. 1 SEWER EASEMENII ¦ 2. 100' CITY OF DURHAM STREAM BUFFER LINE RUNS ALONG ~`y 0 30 60 120
IS REMOVED 4 B BACK OF LOT LINES. NO NEW LOTS WILL INTRUDE INTO THE X ¦
ao S L- .J N DRAWN BY: CHECKED BY: STREAM BUFFER.
3. 5 I SCALE:1"= 60 ¦ ~C 3. 50 & 100 FOOT WIDE UNDISTURBED STREAM BUFFERS EACH
,~PV ° 16 S SIDE OF STREAMS MEASURED FROM TOP OF BANK. NO STREAM BUFFER ¦ DATE
`o y I C ~ CURB BIOUITER TCH EXISTING a MA CLEARING, OR GRADING OTHER THAN SELECTIVE THINNING AND O6I2Z~O5 ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED. ¦
24' 0 30' CURB B GUTTER ~ w WHEN HAMMERHEAD ' ¦ SCALE ~ -
BOC BOC IS REMOVED „ ~ u~.~~~~~ w , ?i w ninir cr~ronnnni orni ucrn "-'r'I 1 _ /~(1
(22' 24') I Y. IVIIIYIIVIVIVI IU UUILUIIYV .11. Ulvnlivly vUVYV IIV~v. vv
FLOODWAY FRINGE ¦ PROJECT NO.
0 40 ROW IIIto rc ~ ¦ 0490
¦ SHEET NO.
40" RIGHT-OF-WAY
FLOODWAY ' cloo
TEMPORARY TURNAROUND 2 ¦
C 100 NOT TO SCALE ¦
¦
© COPYRIGHT 2005 THIS DOG. KENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES. P.A. ANY REPRODUC ON WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED i
i

t _ _ _ _ - _
j
PIN 0824-01-48-2902 ~ ~ ~ m I- ~
0824-01-48-5969
PID 183002
r en Philli D and ~ B ogd p 183006 i
Brogden, Edythe Pin: 0824-01-29-8455 i I
Parcel ID: 182907 5104 Brenda Ct. LINE TABLE
Land Use: AG/Single Durham Public Schools Board of I LINE LENGTH BEARING ~ ~
Family Res. Education Zoning: R-20 Pin: 0825-03-30-9794 L1 149.55 885'01'80"E o ~
Overlay: F-J/B Existing 25~ Parcel ID: 183779 L City Of DUfhOm 227 Milton Rd. L2 40.00 N03'07'00"E ~ ~
~ m of Land Use: Vacant Exempt S/S Eose e j Existing 25' I ' Ci! of Durham L3 30.00 585'01 31 E N
-P 1-322 Zoning: RD 3EwER MANHOLE' ~ ~j ~ ~ ~.'°*j~~~ ~ OvBrIOy: F-J/B RIM ~ 341J2~ ~ ~ ~ _ i y osement L4 94.97 S03'0T00"W z ~ S/5 E
INV IN T 336.1 14. ~ ~ \ 3~ f T;'.."'c"?.T,. C~ INV OU 336: , . PB 151-PG 321-322 L5 12.00 N86'39'42"W ~ z z I L6 5.99 806'01'00"W - z z
~ _ . - , ` ~ ~ _ • ~ ~ 6'34„ Durham Public Schools Board of ~ Q Z L7 128.00 N86'39'42"W ~ ~
L , Education ~ p p. ' - 2-59-6559 L8 16,22 N87'27'11"W W Pin; 0824 0 ~
• ' ^ ~ C.. . i f \ \ ~ - aD - % i ~ : SPEIhIC WELT. ~v ~ - (3 i - - \ l ParcellD:183178 L9 59.94 N86'17'23"W ~ w w I 117 Milton. Rd, u x 10 14,95 N28'35'18"W a
, , ~ " _ I , ~ Lond Use: Comm SVC/School eui~,'Ia~L%i L
l . ~ • ` \ - _ \ ~ ~ ~ 1 i C-. , _ , ~ i^ _ ,r i ~ ` ~ Zoning: RD ~ INV IN~ 3 ,4s.,' , L11 49.93 N34'02'00"W p r N Overloy:..E-rJe iey r a5res L12 51.00 S85'01'31"E Z
^ . . - - , _ ` - ~6 ` ~
, - ~ ~ ~ I ~ _ / ~ ' ; , 4, K ~ ~ ~ , - _ _ ~ EXIS_ N~ WE I \ i / TUJG SCI LL ' _ , -f' ~ S84'S9'2 „ ~ . 'E ~ - . _ ,
, . , f ` I ~ , ~ ~ _ _ . _ 140USE (~o ~aband'o~ned) I~TINC~ CK M a , qe 1 ~ _ ~ - ` T , r . ~ ; ' ~ ' , \ ~ , Hdl1~E to e ab ndo ed) r~ - s 394; g ' '
4 W. 1"P, ~ ~ ~ ~ ~ \ 3701 E , ,NSA , ~ \ \ ( - . _ 5r . , . i - I PUMP H W SE TF1EE ~ _ ~0~~t,. ! O.~ . , _ --585'09'00"E
~ ` . ~M `~,3~f g4 , , \ ~ ~ EXI~fII~G C1fY OF VDU HAM ~ _ I ~ ! ~ a , ' ` NV fit. 9 ~3~ ~ . ` ` : ~ ~ . - ~ MATURE PINE; ~-18°+ ,CAL. % ~ ~ I I ~ , TF1EE ~AI~J.E.AREA - - . _ 0 u . ~1.1~ ~ - ` ;r ~ , 229.66' , -...t..__ .
~tr , ~ ~ ~ E ISTINGuQ EE LINE, Tel P•.. E i; ~ ~ ` " v1 \1~ , . ~ PB ,1.5T~P,G 321 ;322 `1 - UNDERSTOR~f: PINE, G~EDAR, `HOLLY' i I - _ , T~1P,.. EXISTING FOOTBRIDGE / IN = 3 ' - _ t - Fletcher, Harold Kent and wife Betsy ~ - (tcL remalfl3 ~ , _ _ / 1. ,.P~t K , Pln: 0824-02-59-0152
x ~ , ~ ~ I, _ , i d ~ ~ ~ ~ , , , ; ~ ~ I „ _ i' W ~ ~f - 1 ~ [~~H ' / Parcel ID: 183003 „P _
, - . - ~ , E i.. ~ 0 Hill Drive 304 Oak P ' s,. CH , ~ r.,. ' ~ Land Use: Sinlge Family Res.
, _ , 4 , k ~ c i -n 1„ / ~ 17eui5~>'~~ 't , , ; ~ ' ~ ` _ - - . - - / ~ EXISTING CITY OF DURHAM'-- © COPYRIGHT 2004 1 '1 1,, Zoning: R-20 I % 1 ~ti. OAK , ~ , - r Overlay: F-J/B ~ THIS DOCUMENT AND THE ~
FiAr "08'2 'Rl , . , ~ y ~A ~ s.. ~ ~ _ E 25~ ~ ~ , @~* . ~c : ~ , ; . ~ ~ i P. S S SAS MENT, ~:x ~."ALi~ ' ~ ` " = y' DESIGN ARE THE PROPERTY OF u EE 3 ~ ,7 i
~ ; ~ 360) ~k R ~ ti .=.,v,~ ' ~ \ E~wEOaY ~ ~ - ~ / _ r \PB 151-PG 3'11=32 - , . \"~`0, 5'r304Pi~eiT~p•a$l DrL , ~ - l I rv ' ^ V ~ ' ~ ~ RL HORVATH ASSOCIATES, INC '~~~Oi ~ o n ANY REPRODUCTION WITHOUT - ,
Land Us ;~>~f~,Ay ~e,~ t ~ ;t t, i ~ Xe ~ ~ \ + / ; ' I . y , _ . 4" .0 K Y ~ ~ ~ ~ ~ I PRIOR WRITTEN CONSENT IS
O. Overlay: zF~' ~u ' ~ v'' v ~ . ~ `~j~ ~ ~ ) ~ EXISTING 8 C ~S ~ ~ , ` ~ ' ~ , ~g° . , ~ rn i PROHIBITED ` ' ~ " ~ ~0 EXITING IPdTERMITTENT STREAM . o " f
?3. v ,-,,4 , ~ `off \ ` _ f.y - - E V 1 K 1 „ , _ ~ , ^ ~ - . , ~ ` ;i( / I - ~
, _ V ~ .y [t r „ ` ~ , ~ , 346 , , - a ~ . ! ~ \ 2\`1 _ „ ' u_- _._.C/l-OF EXISTING 25' WRDE CITY ~ I „ 334. ~ 'EXI TING PROPERTY'LINE
1~sr' ~ t ~°~Y~ . ` _ - / OF DURHAM SANITARY 3E'AER „ , ~ - EASEMENT SEE P8 116 P ~ _ ` 't'~~j+6 ~~;~ot~.4,`; . - .(do refnoln) , I ~ , _ , ° ~ 3 Q ~ ~ 9g~
• , 1 ~ ~ - \ _ ~3 ` ~ ~ ~i ~ AND DB 1412 P-fr 235- ~ ~ ~ ~ , ~O , , ~ ~ J - - ~ _ ~ - _ ' 'Y~ ~ f~ATURE HAR04~00D AND SOFTWO ~ ~
, i , , ~ ~T, r r, ~ ~ ~~D~ S~'~l 25 WIDE CIT'f 1 s P ' ~ ~ , ~ ~ V~ ax''~"~Z 1 ~ bItRPM SA~ARY SEWER E ~ ~ L h ' ~ , ~ '~;x. ~ , h ~ ~ ~ _ ~N _ ~ "OAK, BEEC~I,~PINE 2-18'I+ CAL. ~3 c ~ , ,f fA
„ , ~ ~ ~ V` Y 'GA EPIY~EE PBS 4 PG 187 i ' ~ 1. .C ~ C> . 1 i• - , , V ` ~ 1 : ~ ~ ~ • , ~At1D Y~9, i~8 PG 9 SEVER MuIHOLE - `~:`x t ~ ` ~ ~ ~ ~ UNDER8T6RY; PINE-, CEDAR, HOLLY L I ~ E - 3„ B w ~ Z
, k . , g , ~ . Mort,nez, R~cordo ~ ~ ti v ' \ ~ / INV iN = 334,31' " ` ^ _ ,
_ and Wife Elizabeth ~ v v ~ ; ,I ~ _ 4 "7~ - Q h. ~ . y INV Our 33.2 S K • . 1 \ ~ j ~ , ' . ' ~ EXISTING ~ PVO SAS , - _ .~,.fi ~ `,~,n 5 , Pm, 0824-01-38-3902 ~ . _STOHY 81~ ry1 - O O _ . - J ~ I ~ W BASEME s : O , ~ - L1 ' _ ~ oV~.UrrG , . _ - tn- ~ ~ _ _ a ~ I ~ ~ !
Parcel ID: 183061 , 1 ~ _ P Tr II Dr, ,t ~ • , v . ~ , 5128 Ine a ~ ~ ~ E , , L - ~ o to
, , , 9 Y ~ ,p ~ ~ ~ - ~ ~ ~x ~ V~ 3 ~ ~ ; • v ~ EXISTING PERENNIAL STREAiuI~~ Land Use: Sin le Fomil Res• y ~ f ~ ~ ~ - , t _ _ , f O ~
Zonin : R-20 I ~ „v~,:: s--: r> ~ . , 1$ PI v~ 9 ~ ~ , , , ~ ;:10 PINE NE / F_ i, IN"E 20 PINE ~ ,r' b , ~ , ~ Overlay: J/B j I } ~ r, ~ 8 PIN . I o .p 4' \ 1 _ ~ i ~ ~l 016 1 ~ r [0 ! / ^ I ' w A / qFP ~ ~ _ ~ I U~ b r'EXI~ING HOUR ' ~ - ~ ~ ' V ' I ~ ~ I ' "OK I
> _ , I -.y ~ ~ r r 1 ~ 16 ~~`PdNE % ~ / ~ {~XISTI~G FfR P~ ~ o ~ ~(~o r o, , r. ~ . , . , . - ; ' 8" PINE ~ - L E ~ ~ o ~(To r in~ ~ ~ E ~ ~ i - /o ~ ~ (p 0) ~ ~ _ i~ _ 1_ 2~ K ~ I ~ I FyISTIN WELL 9 / ~ I ~ '
~ • ~ ANA , ^.T ;K' ~ D (to ~remkfi) >FXISTIN • • 1L ~ ~ . ` ~ _ , ~ , , 18" PINE ~ x , ~4'-~~~ - , , . , , ~ ,r, , , to i i i^ ~ " to andonEd ~ : ' ~ RIVE ' ~ - - - - ~ L ~ I x
o , ~ r r.3a M1, 4Q - SS _ ~ H 1 ~ " - I ; ~ \ 1NV our ~ _ _ ,.-12 M •1 * ~ ~ ~r - ` R,01N,- TO BE, DgDICATE(~ / , ~ , u" F ( ~ ) , , , ~ EXISTING GRAV~t D , - ~ - ~ K (to remora) n , i M W
~ ~ ~ ~ r i ~r ~ . , 8"~PI zenvrFLOCG PLnIN y- ~p,' 18:105aGRe~ - ~0 ~ ~ y~ , ~ ~ ~ IN~UD S Q,0'42 P ~ - - - , ~06 W// J ~ 2 ~ - o+ - - 6~) L7 _ so' ~ N ~ , p. . ~ i ~ i \ ROW ~ ~
/ ` . - ST John Lawrence V Jr. , ~ v,/~,_ - y~. ~ ~-V 1$ PIN may, d ' u ~W11HI~P IVATE ~ - ~ - ~ , 1 ~ ,~.-r ,a v~v~a : ~ ~ . , ~ ,<~NaIE~~ E ? ~r^, E ~ • ~ - , v`t ~ ~ ~ 1 A,CES~EASEMEfVT . " / , and Wife Carla \ 1 . 1 ~.v . e.' \ ~ , - _ ~ 0 K ~ ~ ~ ~ ~ x ~ - x ~ ~ ~ ,
~ ,y / ~ ,.l P v i ~ \ ` i ~ 5,_ , ~ Pin: 0824-01-38-3813 ~ ~ ~ 1 - ; / \ 1 i i - - ~ 1 ~ _ Pisa) ~ _ Q ~ - . L_ ~ m aorlo ~ I~ I ~ i I ? I 1 ~ ~ ~ . ~ ~~L - _
Parcel ID. 183060 ~ ~ ` , ~ 10 YEA FLOOD AIN ~ "V ' v / / ~ ~ ~ , 5122P1ne Troll Dr. RR p~ v~~~~ * \v ~ tv, ~ ,.~sl 'v. , SE F.E.M•A AP 37063005 C t• fir.: ~ ~ -~(j . ~ , r R.O.W, TO B ~ DEDI T D` ' `
Land use: Single Family Res. BE INa AN FFECTIVE DATE oU~ _ t ~ ~ ~ ~ - 1~ ~~t'1,~6~ ,b ~ x . ~ ,E/XJ~TI G ,1fJTERAINTEPVT, STRC'AM 0 K .y ATl)RE HARLIWOOD AND SOFTWO D z--• ~ v ~ - ,l _ ~ : ~ ~ ~ Q Zoning' R-20 I FEBRU RY 2, 1996. A ~ tx, > ~ c^ ~ ~ ~ ~ ~ ~ ~ ^ ~ f i ~ _ , ~ _ ^ so' imoE PRlvat~ _ . 0 ~ o I + N o ~ ~ ~ rn Z -r ACCESS EASEMENT ~ D I ~ I I , i--_ i n
v BASE ~0 D LEVA`<IONS RANGING ~b ~ r 8 x~ ~ i~ / ~ ~ QAK' BEEOH, PINE: 2-18~~+ GAL. Overla , F-J B w ' - I ~ k ~ u , . ~ , ~ ~ ~ , ~ ~ ~ i ~ ~ ~ Y / + FROM 333 3 4 IFJ•D .I~R FIED ~ ~ ` x ~ ~ ~ R T ~Y: PINE CEDAR HO LY - ~ - V"~,k ' ; 1 c - ~ gy~p,,, N ~ SEE PB 151--FG 321
, I / it i ' ~ I I ~ . -r- ~ ~ ~ " I V 1 CO ~ 1 o i I
~ \ r, , ~ y kY, c ~ ~r~FwG~ ~ ~ ~ ~ ^ ~ v i { • ! ~ Q K EXISTING EASEMENT LINE ~ I 7 t~~ ~ I v N ~1 Lr X6:81 t~ ~ / / ' I r~ 1 ~ ~ ~n`1~r5'tMr?rlHt ~,v' ~ ~ ti ,7 r. i ~ ~ i ~E ~1fur~~ari:4tt , ~ ~ ~ 0 K .n i ~ ~ U
°o M ; ~ v f , v ~ 7 ~ , ,r ~ ~ -1 ' p 'E ~ ~ ~ ~ - (to~ 6e removed) 1- ~ ~ I ~ Z X 4" 0 / ~ - - i ~ L - EXISTING PAVEMENT i fp 00 ~ N
~ r Utle Donald E and ~ PINE: 2' 18° CAL, ~ v ~ ~s~ ~ / ~ ~I t ~ ~ I - _ ~ \i ~0 N 18' WIDE ASPHALT I ~ g W , ~ i ~V " Q
y. M TURE T ~ ~ „ ~ Y ~x., I I - r Utley Margaret 0 I ERST RY: PINE EDAR, HOLLY " ` ~ ~ F ~ ' / ~ l + i • ~ I I ~ z ~ l EXISTING BUILDING I ~
Pin: 0824-D1-38-3722 j I Q 0` I ' " tw~ v 1 ~ c, > v ~ J ' ~ ~i P E ' / ~ i ' Parcel ID: 183059 1 v ~ ~F.~', s A L - ~ . I i ~ / / / 1 ~ EXISTING q~~CLDIN6 ~ ~ (to be removed) Z ~ ~ T 0 K ~J p
G ~ ~ ' ~ l ~ i ~ / , ~ / , 5118 Pine Trail Dr, `t ~ v I ~ • ~ ~ I I ~ / ) 1 ,~0 K Land Use'. Sin le Famil Res. ~ ' ~ t ~ ~ ~ ~ y p 4 , << r~ j r/ b K, ~ 1 j rRaRE (to be Femoved) L ~ ~ 3 ADJACENT PROPERTY OWNERS I
Zoning: R-20 r ~ K,U V ti~ \ 0 it „I 0~ K I / ~ i / e.4nN i ~ IN AND FENCE ON PROPOSED; ® Q ~ BUILD G O o ~ ra,wE Ewaonlc ct~ ' o DEVELOPMENT SITE MUST BE ~ O o0
Overlay: F J/B i ; ~ `-~1 0 ~ r ) I ~v •-camtt~ , ~2 ( I ~ I 1 0 K / , ~r0 i REMOVED PRIOR TO FINAL PLAT O ~
_ O~ i ~ ~ ~ v c v v ~ v i` ~ 5' S/5 MENT; T?1'~. rn ~ w I / I 0 - - r ~ ~ o v ' I ~J ~ ~ 1 vw • cvv~^v Q` - 1 ,w, (0 I 1 I I ~ I ~ i II awo ~ K ' I o ~ Q GOC PM4 \ ~ X » ~ i~ Grubb, Robert S and wife Linda K
i ' v v^ v v c v 'v, V~: ~ 1 ~ ~P, i j j o 1 0 K; % / I \ Y ~ l K r 1 a Pin: 0824-02-58-0146 ~ Q m - 1 » " ~ K Parcel ID: 183005 1 U
1 L00pW Y FRINGE. c~ v ~ v v v v v • >E\ ~ ~ • ' . ` ~ I nd Mn F I ~ ~ j ~ _T ~ Q ' o y ~ • \ " ~ 1 ~ 0 K ~ I I I Stone, Ted G a ~ 1 v`R n v e v t~ c~^ ~ ~ ~ ~ ' ~ ; 1 ~ Cenw urn EEr E` - 301 Oak Hill Drive
Pin: 0824 01 38-3622 N8 '25~ 7"W ,~.L. ~ ~ ~ ~ \ ~ ` I ~ ~ ~ rti, Parcel 1D: 183056 ! ~ t -L ° V ~`x ~ ~ ~ ~ ~ ,j I i ~ I ~ , ~ . / ~ EXISTING BUILDING ~ nldo euaonac ' ~ Land Use: Sinlge Fomity Res. ~ 06~ '0 Q racPOncnes ory ~(t0 be removed) ~ PPOPERT~ AS 410 d FRAME 11LDINC Zoning: R-20 * d
001 ~ - L r ~ i ~z ~~f ~ . : 1 ~ s'-\ ~ ~ ~ ~ I ~ I 0 K 5114 Pme Trail Dr. 1 i - ~ I I ~ ' 0 I 'I 1 ~ i O K ~ I . ~ ~ e. and Use: Single Family Res. l I j a b ` _ v • ~ ~ \ i i I ~ ` , wi LEAN-r Over) : F-J B 1 EXISTING TREE LINE, TYP. 1 °y l i N OK o Q
Zonin : R-20 Reed, Bett ~D - ~~L_. _ ~ • ~ ~ I ~ I j ; ~ ~ ~ 0 K ~ Y _ _ . i' ~ ~ r .,OK 1 „O ~ C i „ ~ .J ~ o Z
, -~-t . Overla : F-J B Pin: D824-01-38-5537 ' Y / i i r v"v-'d v'x : ti: ~ ~ I I .I t i ~ - ~ ~ 8.89 i 0 K Parcel ID. 183052 I y, • . ~ Y , ~ , I ~ ~""~-a' ~ - ~ _ / OK K j ~ ~ ,1„aK ~ N
5115 Lo leaf 0 / I in le Famil Rea. I Ii g '4J ea, tit 3,.`v ~..c ; dMhp J arifh, \ ~7~-~`-..~_-_- Land Use S g Y ~ ; c; - , ti•,, onna Y _"I" _ " 0 K ~ 1 0 '
~ Zoning: R-20 i.. / , . R l~od'~cuNp y f ~ i' I .stn, - 1-• ~'d~3$9uNn;,..,` , ~ Overlay: F-J/B ~ I ~P~6((c 1.19, t~ ! ' ~ . L8 ~ ~-I N ~ N - _ se7.27 { Savannah Realty, LLC ~ f
- ~ ~ a - ~JP~~ IRON FOUND j I ~l i \ , 'St1~ Lbn ~1eaf Dr. ~ L1s' sours of iRON SOUNH OF I Pin: 0824-01,9 / 183.7 1 e Areas ® J N ~ W Q iRONroullo Tree Sam
i ~ A La d^'UsB; Singlge Family Res. ~ P/L I ~ . ~ , Zoning: R-20 _ . a~L I Parcel 10: tA497~ PnnITEO eoce W W ~ 0 Murcay Hof o,a9' Baum ~ ~ U OF P/L ~
_ I I / 1 ~ ' - - . OYl~Oy: F-J B SEVER MANHOLE i ' Lond Use: Vac Rea/Homeowners Assoc, ^ .~1 - g .
- 't RIA . 334.4Y~ ~ ~ I ~ Nv x . 3zael Savannah Realty, LLC I SEWER MANHOLE I I _ 0 1 _ U
RIM = 336.15' ~ ' I ' '1 My our . 323.~e' Pin: 0824-01-47-3942 j 1 I ~i INV OUT = 330.03' I i ~ ! ~ 1 Parcel 10: 182973 I i i . - F- ~.I ~ ~ ! _ • • W ~ W g Cn
i ~ ~ t ' i, ! I 1 0 Latta Rd ' { {I _ . - - Lond Use: Voc Res/Homeowners Assoc. I ' _ i I I I i ~ = 0
I , Zoning; R-24 I I i 1 ~ 2 Z i ~I~I i • Z
~I Overlay: F-J/B i i... - i I ~ I 1 ~ i i ~ Q ~ CC I I • W i- L
I i ~ I Y ~ 0 6 I Q i- I I i 2~~ C Q~
I , ~ , I ;l 2 I~ ~ z
I I I ! ~ o td ~ I"I i L TS, STREETS, UTILITIES AND ~ ~ ~ U i ~ ~ ~
i rj i ,O.W.S CURREN LY UNDER uJ ~
I ~ j I '1 , i,, ~ ONSTRUCTION W r' I~ i ( ~ #1- 40' x 25' SAMPLE AREA: Z
I I I I I 1 I I _ ~ i.i ~ 14 TOTAL TREES, 2 1$" CALIPER SIZE;
I I { ' I I I I I, I (0) OAK (5)- 2-18" CAL Z II I I I,, (C) CEDAR (9)- 2-4" CAL W
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Site Summar E -x 7 ~
Site Notes i 18 0 1 ; v y:
OWNER/DEVELOPER; WORMAN DEVELOPMENT, L.C. KEY .
•Topographic and boundry Information obtained from SD Puckett & MR. TIM WORMAN ckett & 5 • G
11901 ROWMAN DRIVE, SUITE 105 Associates, P.C. = 60 °1% R BSA SCALE. 1 !lllllllllllllllpl•1
~ FREDERICKSBURG, VA 22408 •100 r,Flood lain exist on site: el. 335,0-345.0 as per FIRM panel _ ~!2- 40' x 25' SAMPLE AREA: -IRM panel I 9 TOTAL TREES, 2-36" CALIPER SIZE;
~P~ Y P ~ PH: [phone] ma s 3706300058 G dated 2 02 96. BFE inter olated from 3~ y~os from GRAPHIC SCALE n (0) OAK (8)- 2-36" cAL
/ / P o ~ P F~-° FAX; [phone] FIRM anel ma s, ~ „ ~ a (SG) SWEET GUM (1)- 12 CAL.
P P so a ao so t2o 2ao b b DRAWN
• No steep slopes 25% or greater were found on site as defined per defined er w p ~ TS 0
TOTAL TRACT AREA = 877,255 SgFt, (20,139 AC) the Durham zoning ordinance. CHECKED
EXISTING ZONING; R-20 • Tree sampling not required within floodplains and stream buffers. ( IN FEET) y CD buffers. t inch = so rt. x
NOTE; DISTANCE "X" FROM TREE SHALL BE A MINIMUM OF VACANT AG SINGLE FAMILY RES. DATE
IUS PER 1" OF TREE DIAMETER, WHICH EVER EXISTING USE. / • Intermittant streams currently under review. All stream buffers b OR 1 RAD buffers 0 12129 04 2 6
Is GREATER. WATERSHED: ENO-B OVERLAY pending NC-DWQ determination. 6" SCALE
RIVER BASIN: NEUSE • No historical structures or Durham Natural Inventory areas located 1 n ~s located • 1 = 60
INSIDE UGA /INSIDE CITY LIMITS on this property. 6 Utilit Notes , " ~ JOB No.
v it ble in Philli Point Dr, 8" Line , a 16" (line is also • QQ~ ~~,_z~~ •Water is a a a p ( ) ,o»
Legend Zn easement LaKen irufn ftUUfucu NiuL uuvn IJI Nuyc .L ~uyc JL I .ILL avaiable in Roxboro Road. 0 SHEET No.
2 PROTECTION AREA
SEWER EASEMENT FLOODWAY '15" S /S Outfall is located East of Crooked Creek and an 8'I S/S line
P001 NO SCALE is avaiable in Phillip Point Dr. #3- 40' x 25 SAMPLE AREA: 12 TOTAL TREES, 2-20" CALIPER SIZE,
-Electric, telephone, and cable are all available. (P) PINE(5)- 16-20" CAL. Pool
FT ~11 (0) OAK (7)- 2-6° CAL.
STREAM BUFFER FLOODWAY FRINGE R.O.W. TO BE DEDICATED r
OF SHEETS

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PIN 0824-01-48-2902
0824-01-48-3969 ¦ PID 183002 ¦
183006
B ¦ I
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WORMAN DEVELOPMENT, L.L.C. I
11903 BOWMAN DRIVE, SUITE 101
FREDERICKSBURG, VA 22408 GENERAL NOTES ¦
PH. 540 361-1513 FAX: [phone] ( ) THE FOLOIPING SPECIAL CONDITIONS APPLY TO THIS SITE,
ATTN.: MR. TIM WORMAN * SITE PLAN REMAINS VALID AFTER 2 YEARS ONLY FOR THOSE PORTIONS OF THE SITE ¦
THAT HAS ACTIVE PERMITS OR HAS ALREADY RECEIVED CERTIFICATES OF COMPLIANCE. ¦
,.~~~~s,r :..r ,'iCM1`!.'1T,'T1F.'~Uxf.9% ..l~i'fi ft ~4h..'?~„fi' ~ ..~~_~~"~6dIF`~"ii~~ ~ :F'=~.. 0 0 ~ * THE DEVELOPER IS RESPON518LE FOR THE FABRICATION AND INSTALLATION OF ALL ¦
REQUIRED SIGNS AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY.
0 ~ THE DEVELOPER SHALL SUBMIT A SIGNING AND MARKINGS PLAN TO THE CITY AT ° CONSTRUCTION PLAN STAGE FOR REVIEW AND APPROVAL, ALL SIGNS AND PAVEMENT ¦
MARKINGS, SHOWN ON THE CONSTRUCTION PLANS, MUST BE IN PLACE PRIOR TO ¦
9 THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY AND/OR STREET ACCEPTANCE.
¦ ASSOCIATES * SUBDIVISION SITE WILL BE GRADED ON A LOT-BY-LOT BASIS,
S RTES PA HORVATH AS OCI ¦
* BUILDINGS AND OTHER FEATURES THAT REQUIRE GRADING AND CONSTRUCTION SHALL BE 16 CONSULTANT PLACE, SUITE 201 SET BACK AT LEAST TEN (10) FEET FROM THE EDGE OF THE BUFFER. ¦ pURHAM, NORTH CAROLINA 27707
16 CONSULTANT PLACE, SUITE 201 * TERMS AND CONDITIONS DF DURHAM COUNTY STORM WATER EASEMENTS SHALL MEET ¦ P 919.490,4990 F 919.490.8953
DURHAM, N.C. 27707 COUNTY STANDARDS. ND BUILDINGS, STRUCTURES, EMBANKMENTS OR OBSTRUCTIONS
919 490-4990 FAX; 919 490-8953 ( ) ( ) PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO DURHAM COUNTY TERMS. ¦ 537 MARKETSTREET, SUITE LL20
* ALL UTILITIES WILL BE INSTALLED UNDERGROUND. CHATANOOGA, TENNESSEE 37402 ¦ P 423.266,4990 F 423.266.5700
r ~ • ~ , , . ~ , * A 50' AND 100' WIDE GREENWAY EASEMENT WILL BE PRESERVED AND MUST BE DEDICATED ¦
ON THE FIRST FINAL PLAT, THE GREENWAY EASEMENT MEETS THE OPEN SPACE REQUIREMENT VYWW.hOrYQlhGSSOCIQIes.COR1
AND PAYMENT-IN-LIEU OF OPEN SPACE 15 NOT REQUIRED, {SEE SHEET P110) ¦
* STREET TREES LOCATED IN OPEN SPACE SHALL BE INSTALLED PRIOR TO THE ¦
OAK HILL DRIVE ~E ISSUANCE OF A CERTIFICATE OF OCCUPANCY ACCORDING TO THE FOLLOWING; ¦
OPEN SPACE CERTIFICATE OF OCCUPANCY
Q PHILLIPS A LOT 28 ¦ j B LOT 28
~ POINT DR. D: I C LOT 30 ¦
;(1 0000 COVER SHEET ~ o ~ I D LOT 1 O ( ¦
~ x W Y CO 0001 EXISTING CONDITIONS
0 ~w ~ O * EXISTING BUILDINGS LABELED TO BE REMOVED MUST BE REMOVED PRIOR TO THE APPROVAL ¦ O OF THE FIRST FINAL PLAT ¦
C1 DO SITE PLAN kz o ~~Q Y ~ I THE FOLLOWING ITEMS ARE NOT REQUIRED FOR SITE PLAN APPROVAL BUT ARE ITEMS THAT
0120 UTILITY PLAN HURRAY ~ ~ x1 ARE REQUIRED BEFORE CONSTRUCTION OF WATER, SEWER, STORM DRAINAGE AND STREETS ¦ ~ CAN BEGIN. DEVELOPER 15 ULTIMATELY RESPON516LE TO MAKE CERTAIN THAT THESE ITEMS
2~ ~ O 0140 GRADING PLAN Q~ ~ HILL DR ~ ~ ARE COMPLETE AND APPROVED. ¦
1. EXTENSION AGREEMENT REQUIRED, IF SITE IS OUTSIDE CITY LIMITS, EXTENSION
SHEET C 141 DRY DETENTION 1 DETAIL AGREEMENT MUST BE FULLY EXECUTED BY CITY COUNCIL PRIOR TO ACTION ON ANNEXATION, ¦ SUBMIT APPLICATION WITH ONE COPY OF OVERALL UTILITY PLAN. CONTACT ENGINEERING
TR AM IMPACT MAP 0145 S E LATTA ROAD DIVISION AT 560-4326, ¦
.N' 2, CONSTRUCTION DRAWINGS REQUIRED, THE DESIGN ENGINEER (A NCPE) WILL SUBMIT 3 ¦
SETS OF SITE CONSTRUCTION DRAWINGS, (PLAN & PROFILE IF REQUIRED) TO CITY
U ENGINEERING FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION, THIS SUBMITTAL ¦ MUST BE DONE PRIOR TO APPLYING FOR A BUILDING PERMIT, yQjE: THE APPROVAL OF
CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL. ¦
3. FIRE FLOW ANALYSIS REQUIRED. WATERLINE SIZES MAY CHANGE BASED ON ACCEPTABLE ¦
FIRE FLOW ANALYSIS. CONTACT ENGINEERING AT 560-4326 TO SCHEDULE FLOW TEST OR TO OAK HILL DRIVE OBTAIN CURRENT SYSTEM DATA. ¦
DURHAM
4. WATER PERMIT REQUIRED. SEWER PERMIT REQUIRED. ¦ 7' THE FOLLOWUVG MUST BE DONE PR]OR TO ISSUANCE OF A BUILDING PERMIT: N O R I H 1. A R O LI N A
(NOT TO SCALE) " FINAL PLAT TO BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMIT, ¦
* ANY EX15TING WELLS OR SEPTIC TANKS SHALL BE FILLED AND ABANDONED IN ¦
ACCORDANCE TO APPLK:ABLE LOCAL dt STATE REQUIREMENTS, PERMITS FOR
SITE DATA ABANDONMENT SHALL BE FILED THRU THE DURHAM COUNTY HEALTH DEPARTMENT ¦ AT 560-7800,
* ALL 51ZE5, MATERIALS, SLOPES, LOCATIONS, EXTEN510NS AND DEPTHS FOR ALL ¦
LAND AREA: 877,255 SQ. FT (20,139 AC.) I PROPOSED UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE ¦
GREENWAY EASEMENT; 129,254 AF (2.97 AC) CONVEYANCE SYSTEMS) SHALL BE REVIEWED AND BE SUBJECT TO APPROVAL BY THE CITY OF DURHAM PUBLIC WORKS DEPARTMENT AT CONSTRUCTION DRAWING SUBMITTAL BASED UPON ¦
ZONING: R20 AND R20-CLUSTER THE DESIGN CRITERIA AND STANDARDS SET FORTH BY THE PUBLICS WORKS DEPARTMENT,
WATERSHED: E-B ¦ THE FOLLO11D~1G WST BB DONB PRIOR TO I39UANCB OF A GRADB~fG PBRMIT:
RIVER BASIN: NEUSE ¦
EXISTING USE: VACANT (1 SINGLE FAMILY HOMES WITH OUTBUILDINGS) • TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND 3UILDINGS) .DISTURBANCE, ISSUANCE OF A GRADING PERMIT OR THE REQUEST OF ANY FIELD INSPECTION. ¦
SITE IS WITHIN THE CITY LIMITS TBB FOLLOWING MUST HE DONE PRIOR TO ISSUANCE OF A ZONING COMPLIANCE FORM: ¦
* EROSION CONTROL PLAN TO BE SUBMITTED TO THE PLANNING DEPARTMENT FOR
FEMA MAP NO.: 3706300058 G (FEB. 2, 1996) VERIFICATION PRIOR TO 155UAN F A NI ¦ CE 0 ZO NG COMPLIANCE FORM. ~P
PROPOSED LOTS; 31 ¦
* CONSTRUCTION DRAWINGS REQUIRED. THE DESIGN ENGINEER A NCPE WILL SUBMIT 3 SETS OF ¦
( ) 9~~Oi i CONSTRUCTION DRAWINGS, (PLAN AND PROFILE IF REQUIRED) TO CITY ENGINEERING FOR REVIEW
IMPERVIOUS AREA AND APPROVAL BEFORE STARTING CONSTRUCTION, THIS SUBMITTAL MUST BE DONE PRIOR TO ¦ APPLYING FOR A BUILDING PERMIT. THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE ~f.
FROM SITE PLAN APPROVAL. ¦ f~' l
* ALL SIGNS AND PAVEMENT MARKINGS, SHOWN ON THE CONSTRUCTION PLANS ¦ Y
TOTAL AREA = 20,139 AC (877,255 SF) MUST BE IN PLACE PRIOR TO 155UANCE OF CERTIFICATE OF OCCUPANCY, 0
MAXIMUM ALLOWABLE IMPERVIOUS AREA = 210,541 SF (24%) I ' EXISTING OAK HILL ROAD TO ROXBORO ROAD SHALL BE UPGRADED TO CITY OF DURHAM ¦ { STANDARDS,
¦
STREETS = 68,137 sf (7.76%) I " BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY ¦
SIDEWALK = 10,760 sf (1.220 A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN
PROPOSED IMPERVIOUS AREA/LOT = 4,246 SF/LOT x 31 LOTS = 131,626 SF (159') I IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND POLICIES. THIS ¦ I INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED T0: ADEQUATE TRANSITION TAPERS SF (159') I ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCWTED SIGNAL MOOIFlCATIONS, ¦
PAVEMENT MARKINGS, SIGNS AND MARKINGS, CURB AND GUTTER COORDINATION WITH
OTHER PROP05ED ROADWAY IMPROVEMENTS, AND BIKE LANES. THE APPLICANT ALSO ¦
TOTAL PROPOSED IMPERVIOUS AREA = 210,523 - 4.833 Acres (23.997} ACCEPTS THE FINANCWL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT- OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED ¦
i SIDEWALK CONSTRUCTION. ENGINEERING DETAILS REGARDING ALL ROADWAY
IMPROVEMENTS WILL BE ADDRESSED AT THE CONSTRUCTION PLAN STAGE, ¦
THB FOLLOWING MUST BB DONE AT THE TIMB OF FINAL PLAT: ¦
DURHAM STANDARD NOTES:
* THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC, A CITY Of * DOCUMENTATION OF PROPER LEGAL PROVISIONS (INCLUDING ATTORNEY'S CERTIFICATE)
DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY I HAVE BEEN MADE FOR THE ESTABLISHMENT OF A HOMEOWNER'S ASSOCIATION DECLARATION ¦
CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF COVENANTS AND RESTRICTION FOR THE COMMON AREAS FOR PERPETUAL OWNERSHIP OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 FORA AND MAINTENANCE OF COMMONLY OWNED AND IMPROVEMENTS AND LANDS AND 15 ¦
PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE REQUIRED AT THE TIME OF FINAL PLAL PROPOSED SIDEWALK. * SUBDIVISION SITE COMMON OPEN SPACE TO BE DEEDED TO HOMEOWNER'S ASSOCIATION ¦
* FOR PUBLIC STORM WATER DRAINAGE EASEMENT: OWNERSHIP OF, AND RESPONSIBILITY PRIOR TO FINAL LOT BEING PLATTED FOR OAK HILL SUBDIVISION, ¦ FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS EASEMENT
REMAINS WITH THE GRANTOR, IF THE PROPERTY IS WITHIN OR BECOMES A PART OF ¦
THE CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT THE FOLLOWING MUST BB DONE PRIOR TO ISSUANCE OF A CERTIFICATF OF COMPLANCE~ TO THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF RIGHTS + ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF ¦
AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY OCCUPANCY OR CERTIFICATE OF COMPLIANCE ¦
EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED HEREIN. THIS EASEMENT AND REVISED DECLARATION DO NOT CREATE * AN AS-BUILT CERTIFICATION, PROVIDED BY THE ENGINEER, IS REQUIRED PRIOR TO THE ¦
THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, STRUCTURES, ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING ¦ TO THOSE TERMS.
* CENTERLINE OF 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO TERMS ¦
STATED IN THE THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, APPRO YAL STAMP
FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ¦ ACCORDING TO THOSE TERMS,
¦ ~ ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY FRINGE, INCLUDING FILL, NEW
CONSTRUCTION, SUBSTANTIAL IMPROVEMENTS, MANUFACTURED HOUSING, STORAGE OF ¦
MATERIALS AND STORAGE OF TOXIC OR FLAMMABLE SUBSTANCES, IS PROHIBITED EXCEPT AS PROVIDED BY APPLICABLE FLOOD HAZARD REGULATIONS. ¦
FLOOD PLAIN ZONE: "X", "AE"
¦ FEMA MAP NUMBER; 3706300058 G
FEMA MAP DATE: 2/2/96 ¦ FLOOD PLAIN: ELEV. 340.00 DRAWN BY: CHECKED 8Y.
* STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE DEHNR AND THE ¦ LqJ
U.S. CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING
ACTIVITIES IN OR NEAR A LAKE, STREAM, CREEK, TRIBUTARY OR ANY UNNAMED BODY OF ¦ DATE
WATER AND ITS ADJACENT WETLANDS. ¦ II/2~05
* 50' - 100' WIDE CITY OF DURHAM UNDISTURBED STREAM BUFFER EACH SIDE ¦ SCALE
OF STREAM. MEASURED FROM TOP OF BANK. NO CLEARING OR GRADING OTHER THAN N.T.S.
SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED, ¦
A 10' NO BUILDING SETBACK EXTENDS FROM THE STREAM BUFFER, PROJECT NO.
' EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR ¦ 0490 A $100 RE-INSPECTION FEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY
PLANNING DEPARTMENT PRIOR TO RE-INSPECTION. ¦ SHEET NO.
FIRE FLOW ANALYSIS REQUIRED. WATERLINE SIZE MAY CHANGE WITH FIRE FLOW ANALYSIS. ¦
CONTACT ENGINEERING ® 560-4326 TO SCHEDULE FLOW TEST OR CURRENT DATA. ¦
" WATER AND SEWER PERMITS ARE REQUIRED FOR THIS PROJECT. ALL CONSTRUCTION SHALL DRB CAwSE# D04-855 cooo
CONFORM TO LATEST CITY OF DURHAM STANDARDS. ¦
I ¦
(g) COPYRIGHT 2005 THI DOCINENT NO THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION VATHOUT POOR WRITTEN CONSENT IS PROHIBITED
I
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PIN 0824-01-48-2902 ¦
PID 183002
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+ + + + H A FFER (CH ONL } TYPE (C ND BU ) x~
+ + + + + + + ~ b a to zo 40 ¦ b -
¦ W DRAWN BY. CHECKS BY.
ZONE 1 8,778 147' ~ SCALE:1" = 20' ° ¦ LAJ
ZONE 1 ZONE 2 x y
ZONE 2 6,021 x ¦ DATE 1112/05
TOTAL 14,469 ¦
¦ SCALE 1"=20'
¦
PROJECT NO. ¦ 0490
¦ SHEET NO.
¦
¦ C145
¦ ©CO "Wff W05 THI DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES. PA. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

Brogden, Phillip D and VUlVY V1 YU ~1UVi/ ~ ~
Brogden, Edythe Pin: 0824-pi-29-8455 PID 183002, 183006 r ~ x'. .
Parcel ID; 182907 rL r ,;~FM. ~ ~ 1.:
SlD4 Brenda Ct. Land Use: AG/Single ¦ ~ ,
Family Res. Zoning: R-2D ~j Durham Public Schools Board of . ¦
Overlay: F-J/B EXiStirlg 25' Education `s
City Of Durham Pin: 0625-03-30-9794 ¦
S/S Easement Parcel Ip; 183779 . PB 151-PG 321-322 227 Milton Rd. ¦ LINE TABLE
_ Lond Use: Vacant Exempt Zonin RD 20' PUBLIC 9' LIE LENGTH BEARIN ¦ G
STORM Overlay: F-J/B EASEMENT 1 149.55 S85'O1'S0"E ¦
. Existing 25' 2 40.00 N03' ' 07 00 E City of Durham 3 30,D0 ¦
o ~ . S8 S/S Easement S85'01'31"E
,a'~ L _ _ 4'~::.E PB 151-PG 321-322 4 94.97 503'07'00' W 12.00 ¦ N86'39'42"W
N , _ i0 - _ _ 1105,11' ~ s 20' PUB I 0 , - , o STORM L C Durham Public Schools Board of 6 5.99 SO6'O1'00"W ¦
a - ~ ~ vP Cr s . ~ EASEMENT - - Educaso" 7 128.00 N86'39'42"W Pin: 0824-02-59-6559 ¦
i , , • .,t o~ ~P - Lot 23 24' PUBLIC ~ , R h sr ..1 T ~ ORM . ~ .r Parcel ID: 183778 8 16.22 N8T27'll"W 117 Millon Rd, g 59 94 „
~ „ ` 0.0 ~ ' ~ EASEMENT ~ ~ I~~ a F o~ o~, ~ ~ Lot 22 ~ . I ~ ! Land Use: Comm SVC/School N8617 23 W ¦ ~ ,
' Zoning: RD L 0 14,95 N283518"W Overlay: F-J/B ~ ~ ` ~ ~ L 1 49.93 ¦ N34'02'00"W
e~ ' Lot 24 ~ ~ ~ ~ , 24 PUBLIC _ ' . f ' ` to 'I ao i Lot 25 STORM / _ ~ ~ L 2 51.00 - - . ~ ~ ' S85'01'31 "E ¦ ~1 S S ~ C ~ A T E S _ _ ....,..,,;84'59'2 ^E ~
~ WM 0180 ~ ~ I EASEMENT / / ~ , S(~. 018 CO ' ~ , , - J - ~
c~~ ~ h ^ - 1 ~ ~ Lot 26 / / / 394.' ~ ¦
r ; Lot 21 S Pp~ / ~ _ 'tip'. ~ 16 CONSULTANTPLA E / ~ ¦ C ,SUITE 201
. ~c PUBLIC ROW , / / f. Lot 27 ~ 15" RC - , - 9 STAN ARD FH - ~ ~ DURHAM, NORTH CAROLINA 21707
- OUth R • f , ~ I - 18 8y1c¢ TEE Lot ~ , _ 8 GV _ - r / Pm~o 8~4~_ 01-39-30'77. ~ Lot 28 ~ ¦ P 919.490.4990 F 919.490,8953 ' 229.66' , ¦
I:IDt (83062 , ' ~ ~ HEADw T._ WM CO LL / / 5130 Pine Trail Dr st _-~~"-..R'~~...~_ • 0 3 ~ . 537 MARKET STREET, SUITE LL20 w - r Fletcher, Harold Kent and wife Betsy , Pin: 0824-02-59-0152 CHATANOOGA, TENNESSEE 37402
Asa: , - L nd Use; Single Family- ' ' . Res _ l'' x x.~l' ~ Parcel 1D: 183003 ¦ x ~ ' P 423.266.4990 F 423,266.5700
eot<` _ 8" WL 18"~ RCP ' rOtY/.~ SP~ S S _ 15" RCP ~ e. ~ ~ r ° 304 Oak Hill Drive I Lond Use: Sinlge Famil Res. ¦
Q F A . `'Overlay: F-J/B - L=8.60 • n ~ t4et ~ 0C~ ~?•s°~CP ~ ~ - ` R=327.00 i=8.60 r Q~. Zoning• R-20 WYVW.If01'Ytlflt(JSSOCIOI2S.C001 R=327. ~r~ ~ 1Qi ,
` y, . ~ 0 LOt 20 _ 18' R W WM Tan-3Ag - T ~ . il'`F~ ~1'~.~ I Overlay. F-J/B ¦ an 3,30. . ,t ~lC~ ti~.x., x~ , ~ . 3 9 .ST16 /k , o
Lot 18 I m ro p , • _ _ ~ 40 PUBLIC v , ~ ~C ~ ~
i Lot 19 STORM HEADWALL R , t ~~S 8$'~ 2~'~ ~ ~ , 28 E. ~ I EASEMENT n, r, ~ ~ ~ ~ ~ ~~r I o i ¦
. . '`n, 'x 0 "i-oP Lot 30
I ~ / Martinez, Ricardo ~ 4., ' - _ r';' ~ ~ .k ` and Wife Elizabeth ~f0.k. ~~i^~\. ~ . ~ ~ ~ ~~lea~ .oE~. 1 1 i v°y I ¦
Pin; ,~F~,( 6"``' ~ ~ ' Lot 17 ~ x 0 1 ~ ~ , ~ T.-~ . v , ~ , ' ~ r Fc I ¦ HEAQWALL.
0824-01-38-3902 \ ~ % k t • r"- Parcel ID: 183061 ~ I / ~ , >c , I ¦
5126 Plne T ~ \ ~ ' I ~t ~ 'k v ~ rail Dr. + Q HEADW Lan _ _ I s'~ ;r x x ~ d Use: Single ~ I i ~ % ~ ~ ~ ~ ~ ~ I 5» I Lot 29 STANpARD FH g RC I 8"x6 TEE ¦
Family Res. I 'x ~ x, _..~~~i~ x-14 . , ~ _ 5 a _ ~ ' 6" GV CI ~ 1.07 L3
Zoning: R-20 ~ ,ti . ~ • r ~ / ~5" ~ t` ~ ~ ~~P ®~1 `i' ~M~1 ' 150 Overlay: F-J/B ~ ~ u ,r~- < Syr-- U G 5Mp1~i - EX. LOT (Lot 31)~' _ _ _ _ L12 ¦ 1_510RV 9R~ NENt
• ~ ~ ~ . RUpAN G ASE , N ¦ RU~ApI p,~uNa w/ 9 CO WM 24" RCP 15" RCP
~ 1~ ~ ~ - _ - ' ~ I( HILL- ~ 24° RCP ~ L1 I P _ _ - _ ~ ~ UBL~ STAN,QARD FH
ST John Lawrence v • ~ ~ ~ i 15" RCP ~ ~ - 8"x6 T E g ¦ 15° RCP WM - _ . Fi 6 GV CIBO ' 0 15' RCP,
Jr. I \OG ~ ~ I Lot 16 , and Wife COr10 ( - ; ~ Lot 1 24" RCP - WL - . _ ; _ ¦ 6 ~ ~ J
Pin: \0 ` \ ' a ~ x~ NQ BUILD , I r~ ~ r - , 0824-01-38-3813 - _ 01P Wl ~ A 6'm C S S S/ B"e PV WL L 6379 ~ I 8 C S 5 S »ass~ _ R=+LSO ¦
;;y` F . , Parcel I0; 183060 , 36" RCP ~ g ¦
512 h. ti ~ . ~ , vx ''4 - ~ - - 2 Pine Trail Dr, ,a • s,t •~gt` , LOt 15 • Land Use: Single \ , ~ j tP , ~ CPa W L...... WM L-196.03 ~ ~ ¦
Famil Res. 100 YEAR FLOOD PLAIN ~ ~ ~ ^ 'y~ ~.N- LOt 14 ~ , y SEE f.E M.A MAP 370630005 G _ 0 / ~ / 1 , 10 Zoning: R-20 BEARING AN EFFECTIVE DATE OF L~jv X ' r ' _ ~ , , ~;r"~r , - e' ~ CA s~ ~ R=500.00 + ~ ~ ~ ~ ian=93.99 .
Overlay: F-J/B FEBRUARY 2, 1996. \ t ~ LOt 13 BO 6 W BASE FLOOD ELEVATIONS RANGING ~ r-;, Q ' - 0 =21'39'42"- - ~ ~ 80 ( - -2~~ ~4' I 1, C Wl ~ 18" RCP ¦ M 9 a' DtP W - ~ ~ ~ ~ 15' RCP A
= FROM 333-344 FIELD VERIFIED ~ ~ ~ y, ~ , . ~R. M d . ' ~ „t v. y ~ 15° RCP O s O M Lot 2`~ 1 ¦ 15° RCP 11 Lot 1 i ~ I
~ • ~1 r E . ~ , i . „ Lat 3 ~ i' s; OAK HILL D RIVE
? . ~ o f t~ Z \ 5 x _ \ w~ - Lot 4 o WL • - DURHAM WE _5 ~ g ~ ~ ~ _
/ iE pVG , s ' ~ S, $"0 Utley, Donald E and - N75 W .r ~ I _ 93'3s'~ ~~$"4 pVG ~ STANQARO. Ci80 , 1 I ~o/"d, 3~- I _ NORTH CAROL N
' p M 25° Utley Mar aret D y~~ ~ ,i < ~ Lot ' 0 ~ Parr. '~t x ~ 12 _ S / A. B x6 TEE`,1 _ ~ I A ~ 6.. Gv Lot 5 , I I ¦
0824-Ot-36-3722 _ ~ _ • Parcel ID: 183059 r I ~ u+ i!5° RCP 1
51 A ~ i ~"~!~n CO 8 Pine Trail Dr. ` = ~ . ~ ' ry ~ ' WM : i 7' ,0 ~ 4 in ~i ~ ~ ~
Land Use: Single ~ ` Y, - !3 ~ ~ ~ / Family Res. ~ . ~ S _ STORM Lot ~ ¦ EASEMENT ~ 6
Zoning: R-20 y B"~ PVC . , ' i , ~ Overl F-J B \ ' ~ ' ~ i ' ~ ~ 1 N ¦ 1 '
4~ _ ron_ L t a v A 1' 1 I I ¦
1„ _ Lot ~ o ~ ~ - RCP 8 . - 1 ~ ~ NOTE; r I 3 LOt 8 , 1 I I : WATERLINE TO BE ¦
Stone, Ted G. and _ t`' ~ LOt FLOODWAY FRINGE ~ 0 1 11 WM CO ' 1 ; p EXTENDED TO ROXBORO i ( ~ ROAD,
Ann F _ ~ v ,Pi. ~ 1 \ ~ : Lot 10 Pin; ~ N86'25' F STORM 1 ' 4 _ I OTE F ~ r p
0824-01-38-3622 _ ~~W ~ ~ ~ ~ EASEMENT 1 200.11 - L / ~ ~ ~ I i 1 Parcel ID: 183058 ' R=20Q.00 + + + ~ i
5114 Pine Trail Dr. - 2q I ~ , ~f ~ I Land Use; Single Reed, Betty D !r ~ ' . f . - . _ _ _ I 1 Tan-0.2 1 ' ` WM I _ , o'a96~5 Crubb, Robert S and wile Linda K ¦
_ . Pin; 0824-01-38-5537 ~ family Res. ~ _ . Parcel ID: 183052 , , ~ ~ _ 1 ~ Pin: 0824-02-58-0746 i + I Parcel ID: 183005 ¦
Zoning: R-20 - r- . _ _ , r 5115 Longleaf Dr . - - Overlay: F-J/B : , - N , ' , 40" I ' 301 Oak Hill Drive i ~ ~ Lond Use: Sinlge Family Res,
1 Land Use. Single Family Res. 87.1 - _ _ _ . 2 Zoning: R-20 ~ ..~Itilip °nntl ~ ~ ~ ~ ~ ..5 ~ 1 _ . r ~ ~ ¦ _ A; ~ Zoning: R-20 _ . - i Overlay: F-J/B ¦
Overlay; F-J/B ~ : • ~ . 'Donna ,L / w X28, 8 ' k.r. fyn: 0824 Al ~3$'t.r59$ - +ae I~ o .
PefcellD; 1E3p13 k• `r - y
5114.Congleaf Dr. P~ F/ Lo Use: Single Family Res. j~3 8 B~,UG AND BLOCK " + + ( WATER LI 1 + e~
Zoning; R-20 INI Overlay: F-J/B ~ X INSTALL 1 " gp NOT M CONiq~ BO + ~ Savannah Realty, LLC + L8
.'~~,,f\, Pin: 0824-O1-47-9488 S8 T2 T 11 ° Parcel ID. 182976 E S ,
_ _ n, W Savannah Realty, LLC 0 Murray Hill Dr, 183,76' 8946'55"E _ Land Use: Vac Res/Homeowners Assoc. 1143.64'
Pin: 0824-Dt-47-3942 ` Parcel ID: 182973 Zoning: R-2D ¦
j 0 Latta Rd ' Overldy: F-J/B
Lond Use: Vac Res/Homeowners Asaoc. ' Zoning; R-20 UNDER CONSTRUC ION ¦ BY OTHERS i
i Overlay; F-J/B ¦
¦
j
i SUBDIVISION ¦ dll/ill ~ N yl,.~ 1/,,,,
i U NDER CONSTRUCTION BY
OT BY OTHER ~ ~ S
a ¦
I
l1 ¦
r, NE. ~ • Le end , ~
ii~4 ~
¦ {/INI aril '
_ , _ ¦ 07 . ~0 8 3
: i ~ ;~''a 0 YEAR FLOODPLAIN u, ~ ~,,,m,_ _ . ¦ ~ .I -
I - ~a; ttl ¦
i LONE
~ .i' e STREAM BUFFER ¦
'.f ¦
A ' a ¦ ,L FL
Ton-4a. hS ui -88'0420' OODWAY ¦
V~
¦
¦
15" RCP ¦
8 GEN ERAL UTILI TY NOTES
~6' M' WL - ~ A) INSTALL ALL UTILITIES IN ACC
4 _ 8" DIP 3•aa' . WL - „ 43'E ORDANCE WITH THE CITY OF DURHAM ¦ Z V, I STANDARDS AND SPECIFICATIONS, INCLUDING TRANSITI
P 104.11' W S. L ON COUPLINGS. r` fir' I B) FIELD VERIFY ALL EXISTING UTILITIES LOCATION ¦
15" -8C~ 8" DIP WL ~ h;i SAND INVERTS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. w,~ z
i ~ WL Via. Q ¦ 1 UT C) ALL POWER TELEPH IL ~ ONE A IT N Y DG P AS S LA ERVIC N ES H
• ~ , COOROINATE ACCESS SERVICE ROUT S ALL BE UNDERGROUND, ¦
A WL W C 120 1 =6~' ES WITH THE UTILITY COMPANIES. DRAWN D) LOCATION OF THE EXISTING T 8Y. CHECKED BY: Q U ILITIES IS APPROXIMATE AND MUST ¦
3 I VERIFIED IN THE FIELD PRIOR TD ANY CONST BE ~C RUCTION, NOTIFY THE CITY ¦ ~ I OF DURHAM AND NC ONECALL TO REQUEST FIELD LOCATION OF SERVICES.
8" DIP WL ' NOTE: NEW f " _ DATE NEW 8 TAPPING SLEEVE /I I~ E) Au WATFR ~eenuc _ nA/~~/f15
WdTCai i~iC Tn or - -
AND Y EXTENQED TO ROXBORO WL AND VALVE -LL nnvr- A MINIMUM OF 36° OF COVER; 10' MIN, SEE NOTE F) k 30 60 140 LATERAL AND 18" VERTICAL SEPARATION FROM
ROAD. SEE NOTE F W SANITARY 12 FROM STORM SEWER LINES. SEWER LINES; ¦ SCALE
8" DI SCALE: F'= 60 F) WATER MAIN SERVICE TO BE EXT 60 6^ DIP WL ENDED TO THE SITE PER CITY ENGINEERING ¦
REQUIREMENTS FROM ROXBORO ROAD ALONG A ~ OAK HILL DRIVE ROW PROJECT NO,
1 ~1 ¦ 0490
¦ SHEET NO.
¦
i
¦ C120
¦
(C) COPYRIGHT 2005 THIS DOCUMENT AND THE DESKJ ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REP ¦ RODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

II
P1N 0824-01-48-2902 ~ m
PID 183002
Brogden, Phillip D and
Brogden, Edythe Pin; 0824-01-29-8455
Porcel Ip; 182907 5104 Brenda Ct. I
Lond Use: AG/Single Durham Public Schools Boord of LINE TABLE
Family Res, Education Zoning; R-2D ~ Pin: 0825-03-30-9194 LINE LENGTH BEARING t1 149.55 S85'01'S0"E
Overlay: F-J/B Existing 25 TREE PROTECTION 2 Parcel ID: 183779 Cify of Durhom FENCE 0140 227 Milton Rd. G2 40.00 N03'07'00"E z
S/S Easement Lond Use: Vacont Exempt Existing 25' '3 30.00 885'01'31 "E ~
~ P$ 151-PG ~z 1-322 Zoning: RD NOTE: THE FFE OF LOTS 24-27 SHALL BE A MINIMUM OF 2 City of Durham 4 g4,g7 803'07'00"W S/S Eosement (l1
ac ` ~ ~ _ ; - - FEET ABOVE THE 100-YEAR WATER SURFACE ELEVATION OF THE PB 151-PG 321-322 5 12.00 N86'39'42"W ~
, ~ ~ - ~ - STORMWATER BYPASS SYSTEMS. FFE WILL BE DETERMINED AT \ ~ ~ ; NSTRUCTION DRAWINGS. 6 5.99 S06'01'00"W W Durham Public Schools Board of 7 128.00 N86'39'42"W W
, S84 56'34" CO _ Education
> 0 ~ - ; , o . - C \ " ~ - Pin; 0824-02-59-6559 8 16,22 N87'27'll"W Porcel ID. 183778 , ' ~ 9 59.94 N86'1 T23"W
38 i _ > , aD , . , _ ~ 3 k _ 6 117 Milton Rd. 0 L 0 14.95 N28'35'18"W Z Land Use: Comm SVC/School
w Qp ~ , 6 _ 3 ~ 3 _ . . Zonin : RO 1 49.93 N34'02'00"W 9
r i r r 4.. _ 1 _ 17,417 _ _ Overlay; E-JTB ~ L 2 51.00 S85'O1'31 "E - - _ k ~r ~ ~ .
1 , ~ ~ . I i ~ ~ - ~ ~ - a - ~ _ ' - A ~ I . ; , ~ of 22 ^ , , _ „~3 E ,
" ~ - - ~ flfos_'I,,'L'~ ~ 1 670SF t. ~ _ _ ~ I }i - - - e 0, ~ k9t'.34 Lot 25 _ - ~ I ,>N,. ~ . , 394: x~" ~
~ ~e~, ~ ~ 37 ' f6,D00 SF~ ~ i•: ~ 16,045 SF ~ ~ I I , .
k _ ; - _ Lot , < ~ 26 - ~ 1 / \ 5 , . , ~ i I. ~ _ r ~ _ _ - _ . , , - 229.66'
- ' V Ns 773' _ ~ ~ A. ~ - / .I~ . . ~ . ~ , - - - 4 ~VT,OR. SF 4ot 27! 3 ~ ' OPEN SPACE t r,' ~ , _ I _ AREA _ B' ~ , ~ ~ " h""~ ~ ~ r ~ ~ Fletcher, Horold Kent and wife Betsy
~ ugh. ~ ~,:wt ` t ` ~ - ~i - _ -40'Pl1BLICRO 1 004 SF 1 ~ Lot 28 - 1 W ~ I ? ~ Lot 2 ~ ~ _ T~ ~ , 1 74. I I _ - . ~ ~ ~ 1°0;52 >;F; , _ _ i ~ Pin: 0624-02-59-0152 F ~ - - " + ' ~ - Parcel ID 183003 C COPYRIGHT 2 4
. . . ti t I . `~"i - ~ , . , , I , _ , ~ ~ ~ ~ ,~x`C ^ > i t,OL • 304 Ook Hill Drive THIS DOCUMENT AND THE
~ % I t v~ ~ - 1 , - , . , ~ I ~ - - ~ 3 / Dovis, Willmouth R 1 - - _ _ ~Fti~ a? . - ~ ~ Land use: Sinlge Fomiiy Res. DESIGN ARE THE PROPERTY OF x x x- s ,v,~ Zonin R-20 _ - a 9 RL HORVATH ASSOCIATES, INC
E . Pir1: 0824 01-39-3Q77' . " - ~ y ANY REPRODUCTION WITHOU
\ Porcel ID: ,183Q62;". ~ _ , b ~ 7 , 513'0 Pine Trgd Dr,, rte ~ • , ~ ~ - _ - ~ ~ - _ L=s.eo - ~ ~p~ , ~ \ ~4 \ P N - ~5„If"J _ R=327,00 - , % = R WRITTEN CONSENT IS ~ ~ ~ ~ PRIO - - ` ~ ~ ~ I ~ PROHIBITED
L nd Use: Seigle Fomil~+ 1 k,. , _ eaE % y _ Tan-3.30 % 4Q ~ - R „r r n ; , ~ti~ t(~. ~ j ~ _ es. fl ` i ~ ~ Et µ ~ ~ 4 TREE PROTECTION•~I o t~
Wing: R-20 ~ ; , bt. ~p - y key w~ FfNCE 2 ~ of . - *
Overlay; F-J/B' ~ ~ ~ ~ ~ > , ~ il fly. ~ 2b 1 I _ _ - _ ..r-~ ~;r Lot ; I 10,002 SF ' . _ Lot 18 - -_bP N SPACE ' ~ .x, K,~ ' 1~' 0 J ~ ,v4 . a Pt40 .r O ~ 0 k ~ to x ~ r-- -.,,,,,~,r+-~ a~` ~ , ~ ' Lot 30 ' i
- . . r' ' ~ -10654 ~F r~ NI I A I" ~ r. .t I 2 TREE PROTECTIO ARE _ A ~ " , ~ • ~ ate r o ~'_oP ~ 18404 SF I
~ - t ~1 ~ ~ / Lot _19 , PENCE - I+- _ _ _ ~ - 1 ~ ri~o , I ' ~ ~ ~ t ~ ~ ~ 10,006 SF ~ ~v , „ ~ - ~ A ~ ~ ~ i . i ~ r r _ o~' _ F - ,I
588'23 2 ~ ~ ~ N ~ ~ ~ - , , g~~ OPEN SPACE ( ~ . - OPEN` $PA,Cf = ~ ~ _ i' ~ 0 AREA C W
_ , f ~~Al~£A y~r ~ ~ Lnf_29 ~,3 _ I Z , ,
Martinez, Ricordo ~ 0~ ` ~ ~ ~ K 'Ft .K ~ ' 11;720 SF ~ r h ~ t and Wife Elizabeth i~p~t $pS. I ~ \ I _ ~ x~k % ~ ~`"1 K. 11,865 SF. r L~2 Z I . _ ; .I~ , . , ~ ~ I
.ry - x~ % : , ~ , ' Pin: f ~ , ~ i 1 I ~ ~ ~ ~ x ~ ~ ~ , a i ~ 1 0824-01-36-3902 ' 4'"` ~ EX. LOT._ Lot 31 ,i ~ o
Porcel ID: 18306 - , ;r K;-~ ~ SAY N1 36,800 SE {EX) ~ ~ ~ ~ gASENE ~ - - _ ~ , O to
5126 Pine Trail Dr, ~ ' ~ Land Use; Sm le ' A, l , ` ~ I ~ ~ ~ r. _ o,~ulr+c wl ,527 SF PROP) ~ , Q{~ - - - I ; O rn ^ _ _ ~ r w LL . , -
~ ~ F mil Res ~ ~ ~ ~ OPEN'SPAC;E a i - ~ - ~ . _ _ , _ ~ ~ ~aA _ I .
Zanin 9 R-20 ~ . °,1~4 , ~ x. A ~ -i' - - g ~ . ,x ~ AFt ~ ~ - - , Overlay: F J/B - I 1i •t ;yr, 1 x ~ , ~ , - ~ - _ ~rn ~ , W - ~ ,I ~ = , • ~ ~ 14,65' Tan= J• N
~ , S`.'y4, ~ - , , ~ . % Cot 6 ' 0 ~ ~ , i Y r; i ~ t ~ ~ _ ! o-n~ w r I:" :.i 39 ^ , ~ I i-. Q
~ ~ ~l" i ~ 1.4,050 ~ - N ~ G to I ,
• p, r, _ , ST John Lowrence V i ~ . 4 , ~ , ~ - ~ -
r F~ ' + Jr. Gi t.\ , 'a~ x ~ PI 1' and Wife Carla i ~ ~0 ' ~ ~ ` t ~ ` ^ ~ ~ : - ~ ' t ' N ~ Lot -15 ~ t ~ , RsoaS~~G C~ s , f' u 1 ~ . t n~=29'39'+Y - (06~~" L7 ` I X ~
. _ Pin ~ x ~ a; k' i f ! 10 54 -SF - ' t P ~ ~ tot 7-4 - 0824-01-38-3813 ~ ~ ~ ~ ~ - ~ c ~ ~ - OPEN SPA ' , ~ ~ I ~ ~ i~ 22k. Lot 2 , ~ ~ AREA D d~ ~ O o0i
Porcel ID: 183060 ~ a ~ e; . ~ - _ `y p ~ . 10;096 SF ' ; ' 1 . o Fi Lott 1.1 ~S,"r rn
„r _ 5122 Pine Troll Dr. r - - Y 0 ~ ~ ~ ~ i' 9 1. ~ ~ + I , r Lot 13 Lond Use; Sin le ~ Q , 0 YEA FLOOD PLAIN ~ ~ ~ t , ^ , ~ ~ / `!'y ~ ' ~ ~ ~ ~ Lot 3' , . ' ~ 17,466 SF ; 8 6 _ - ~ M
Fnmily Res. SEE~F,E. A AP .7063 0058 G ~ d ;1 ' i BEAf~ING AN FFECTIVE GATE OF dR 1 • P " Q Zoning: R-20 FEBRU RY 2, 1996: E ~0, ~ x ~ % ~ - _ " , ~ LJ~ I ~ 10 082 Sf' s '4 _ Lot 4 1 ~ i r; I ~ E - I ' ~
~ Overlay: F-J/B BASE Fe0 0 FLEVAlTIONS RANGING ` ; ~ '7 ! i ~ _ _ 380 - i ~1 } W ~ FROM 333 3~4' FIELD bERIfIED ~ ~ fff 1 1. - - _ 'l~ X10,162 SF, ~ - - ~ _ - , N
, o I ~ ~ ~ . , _ fr ~ t . ~ ~i ~ x r;,r; t i ~ 3 N73 ' U ~b N ~ ~ lot 5 - ti ^ z Z
, i , M ~ ~ i - ~'r p 2 ~ i ~ ;~f ~ 10,000 SF ~ ~i N ~ 1 •w 1 ~ d c
a ~ ' 'o dj~fl ~ " 1 Q ~ , , ~ ~ ~ 0 J :i, G ~ ~ ~ ~ t~ ~ Q
v ~i i ~ r,.. ~ ~ . ~ co ~ ~ ~ ~ i ~ i - ~ - ,y ~ 10,1 + Uiley. Donald E and ~ so ;~i ~ % ~v ~ , _ ` ~6 - ~ d' i 1~ ~ ~ N Z Z
VPEN SPACE AREA A I ~ ~ ~ r Utley Morgaret 0 t~ % ~ ro ~ ~ , Pin: ~ ~ 1 y ~ / ~ r' ~ ~ i Lot 6 ~ ~ ~ o 10,000 SF
~ \ `r 0824-01-38-3722 ~ f Q ~ ` , 1 U p
Parcel ID: 183059 1 _ 5118 Pine Troil Dr. ~ , - ~ fit': x i'~~~~ ( ~ r~ L= ` ~ ~ 3 ~ O c0 ~ O
Land Use: Single , ~ ~ ~ I i c a ~ T =t.t4 - , ~ ~ t , A =o•3s lR° . . Fomay Res. . 4'`. oQ I Lot 9 Lot 8 t: f ` ~ , ~ Z N Lo[ 8 0 ` 1 ~ ~ ~ Q
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3
TREE PROTECTION NOT; ION NOTES:
36" REFLECTIVE ORANGE SAFETY NETTING HOOKED A) INSTALL TREE PROTECTION FENCING AT THE SF ENCING AT THE SAME TIME AS THE EROSION IN FENCING UNTIL ALL CONSTRUCTION IN THE
ONTO PREFORMED CHANNELS ON METAL CONTROL MEASURES, MAINTAIN FENCING UNTIL POSTS OR FASTENED TO CEDAR OR WOOD VICINITY OF THE TREES IS COMPLETED. OMPLETED.
POSTS WITH N0. B STAPLE B) INSTALL TREE PROTECTION FENCING ALONG THI N THE ENTIRE LENGTH OF THE L GRADING ENCING ALO G VERAL
PROPOSED CLEARING LIMITS AS DENOTED ON AS DENOTED ON THE PLAN. DRAWN INAGE PLAN ND DRA
POST ®10' O.C. C) LOCATE TREE PROTECTION MEASURES SO THAT RADIUS AROUND EXISTING PLANTS OR PROVIDE EASURES SO THAT THEY MAINTAIN A 6 FOOT ~ 1 ANTS OR PROVIDE A 1 FOOT RADIUS FOR ~ a
EACH 1 INCH DIAMETER OF TREES (MEASURED TREES (MEASURED AT A POINT 4-1/2 b b " H I GREATER, C 140 BO ~ NEVER S Oo CD
Le end WIRE MESH, ATTACH wlrH FEET ABOVE GROUND), WHICHEVER IS GREATER WIRE STAPLES (ALTERNATE) D) POST A SIGN ON THE FENCING STATING:"FREE A N TRESPASSING" ~ W NG STATING:"FREE PROTECTION ARE / 0 O A
AND "ZONA PROTECTORA PARR LOS ARBOLES/ RA LOS ARBOLES/PROHIBIDO ENTRAR". SPACE 51GNS ~
METAL POST 0 10' O.C. MAx, EVERY 75-100 FEET, CEDAR AND WOOD SHOULD BE 36" E) AT THE START OF GRADING INVOLVING THE LO' y 12109 04 GRAPHIC SCALE INVOLVING THE LOWERING OF THE EXISTING GRADE x SCALE
INTO GROUND AROUND A TREE OR THE STRIPPING OF TOPSC RIPPING OF TOPSOIL, MAKE A GLEAN, SHARP,
VERTICAL CUT AT THE EDGE DF THE TREE SA1 ' SEWER EASEMENT STREAM BUFFER FLOODWAY FRINGE FLOODWAY AS OTHER EROSION CONTROL MEASURES ARE ~ - - OF THE TREE SAVE AREA AT THE SAME TIME so 3o so ~2o zoo = 60+ 1 L MEASURES ARE INSTALLED. INSTALL THE TREE
I PROTECTION FENCING ON THE SIDE FARTHEST I I ~ I TRUNK AND SHALL REMAIN IN PLACE UNTIL Al IE SIDE FARTHEST AWAY FROM THE TREE JOB No. IN PLACE UNTIL ALL CONSTRUC110N IN THE oAno
VICINITY OF THE TREES IS COMPLETE. NO STO ;OMPLETE. NO STORAGE OF MATERIALS, FILL, OR ~f'
EQUIPMENT AND NO TRESPASSING SHALL BE P SSING SHALL BE ALLOWED WITHIN THE PROTECTED AREA. ~ IN FEET CNFFT Nn
MUST BE INSTALLED PRIOR TO ISSUANCE OF ANY I 1 inch = 60 ft. "
F) TREE PROTECTION FENCING MUST BE INSTALLS PERMITS.
2 TREE PROTECTION FENCE C140
C 140 NO SCALE
OF SHEETS

¦ ~
GENERAL NOT ~IERAL NOTES: ¦ ~ „ ~ w ,~r
NDTES; HEADWALL DIMENSIONS FOR CONCRETE PIPE 1, DETENTION BASIN I ~ , ETENTION BASIN IS SUBJECT TO AS-BUILT SURVEY AND INSPECTION, ANY ASPECT OF
1. ALL CONCRETE TO BE 4000 P.S.I. CONSTRUCTION THAI R PAIR AT ~ ¦ ' ' STRUCTION THAT DOES NOT CONFORM TO PLAN SHALL BE RE-BUILT OR E ED
2. REINFORCEMENT STEEL MEETS ASTM 615 PIPE HOLE CONTRACTOR'S EXPE GRADE 60 WITH 2" MIN. CLEARANCE. SIZE REINF. W H Z H E F WT. ~ ~Qt slzE W 1 2 H 1 3 D , TRACTOR'S EXPENSE, ¦ .
LD, _ ~ 10,65 SF 3 WAYSOTYPCALNT SET 12 C, ON C. GOTH 12 15 18 21 4 3 -2 4 -11 1 -3 3 -1 12 1'-3" 1 -9 45' 1 ! ~ ~ ~ 1 1 2. INTERIOR OF BAS MIX s' Ik: JTERIOR OF BASIN (EXCLUDING BERM) TO BE SEWN WITH A WET MEADOW SEED ¦
Lot..19 - I 18 27 4 3 -8 6 -0 1 -9 3 -7 12 1'- ' 2 -3 45' 19 _ _ .5 , 4. ALL EXPDSED EDGES CHAMFERED 3/4 . ~ ~ I i / 3. BASIN IS TO BE ~ T. AP URING CONSTRUCTION. BA51N IS TO BE CLEANED OF NOTES: o ¦ 'ASIN IS TO BE USED AS A SEDIMENT TR D ALL STEPS SHALL PROTRUDE 4" FRON INSIDE FACE OF STRUCTURE WALL. ,
5. PIPE TO BE GROUTED INTO HEADWALL AT 24 33 5 4 -4 7 -3 „ 2 -0 4 -3 1 - 2 -10 45 2827 ~ 1 ~ ~06 SF ~ SEDIMENT AND VEGE MENT AND VEGETATION IS TO BE ESTABLISHED PRIOR TO USE AS A DETENTION BASIN. STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED ¢~a i]
JOB SITE BY CONTRACTOR. 30 36 39 ,48 6 5 -8 10 -10 3 -3 5 -9 12 2 -11 4 -3 45 5988 ' I I 42 48 56 63 6 6 -7 12 -6 3 -8 5 -8 12 3 -4 5 -2 45' 7640 , ' I ' 6. PRECAST HEADWALL STRUCTURE SHOULD THE ENgNEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENgNEER FOR THE USE OF SUCH STEPS. Z =V ¦ ~ , ~ f ~~~C~Z
BE POSITIONED AROUND AN EXISTING PIPE 54 60 72 ,81 6 8 -9 13 -10 4 -5 8 -0 15 3 -4 7 -5 50' POND OUTLET ND OUTLET STRUCTURE NOTES. - w«~~ ¦ rUQI,.~ p,
OR PIPE INSERTED INTO HEADWALL: 66 ,72 85 ,92 9 -2 14 -2 4 -5 9 -0 26 3 -4 1 -10 50' - - HEADWALL STRUCTURES SHOULD BE PLACED TTY I i ~ 1, RCP OUTLET BAR TN TH R IR M NTS OF ASTM C76~ THE PIPE ~ ~;'`~I 'CP OUTLET BARREL SHALL BE CLAS5 III RCP MEE I G E EQU E E
ON A PREPARED FOUNDATION AS SPECIFIED i ~ ' JOINTS SHALL BE C~ BY THE ENGINEER. ~ i C-361. ITS SHALL BE CONFINED 0-RING RUBBER GASKET JOINT MEETING ASTM C-443 AND JOINT OF ASTM N~``~a ¦
7. COMPACTION OF BACKFILL MATERIALS ~ I 161. ~ ~ - ¦ I W~
SHALL BE AS REQUIRED BY THE ENGINEER. A ~ _ 2. THE MANHOLE Ol 4 0 fyRE~ STI CONCRETE MANHOLE - AA HT M-199 FOR ~ PLAN ~ ° ¦ HE MANHOLE OUTLET RISER SHALL BE 4 I.D., MEETING ASTM C 478R S D PLAN SIDE SOT N
e, VARIOUS HOLES SIZES & SHAPES NOTE. INSTALL 4' - i MOORBASE MANHOLI AvAILAeLE BY SPECIAL ORDER ONLY, GUARDRAIL ON RISES C ES1 ELEV. = 338,70 SEWER MRNHOLE TNT Sh IRBASE MANHOLES. THE MANHOLE JOINTS SHALL BE ASTM G 443 RUBBER GASKET JOINTS, ELEVATION ELEVA 10 ~ THOLE JOINTS SHALL BE SECURELY ANCHORED TOGETHER TO PREVENT SEPARATION, - o a ¦
6„ HEADWALL AND 350 INV iELE . ,.336:00 ~ _ ~ - MANHOLE JO S D wlNCwALLS ~ RIM...- 341.52 1- p I Y CAST IRON ~ Fw-
H3 I---- -------_J ~ N ~ INV IN = 334.31;.,. 3. OUTLET STRUCTU ~N ¦ )UTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER, STEPS SHALL BE IN ~ ~'-o° cast IRON ELEVATION Z
~ I INV OUT = ,x,34,27 ACCORDANCE 1MTH I ORDANCE 1MTH NCDOT STD, 840.66, ELEVATION Q ~ ¦
W1 - 4 L.F. 6"~ DI INLET ORIFICE 4. CONCRETE ANTI INV. ELEV. = 36,D0 o~ ;ONCRETE ANTI-FLOTATIDN FILL LAYER SHALL BE POURED WITHIN INTERIOR OF MOORBASE AND , o U ¦
l / E - ATTATCHED RISER S V ATCHED RISER SECTIONS TO THE DEPTH SPECIFIED ON THE DETAIL. 114 d18 8Ap OR _ ~0B 4~ CIATEJ a5,• o~ ASSO
_ - CALV'D, Z ~ ¦ TLET STRUCTURE MATERIAL SPECIFICATIONS; P
OUTLET STRU N _ 1. ALL POURED CON 5 J vl W ¦ 1 ~ .LL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED, w Q E ITEZOI
T SIDE ~ ? ¦ 16 CONSULTANT PLAC , SU
H1 2. GEDTEXTILE FABF LIFTING HOLES / / , ~EDTEXTILE FABRIC FOR THE OUTLET BARREL JOINTS SHALL BE AMOCO STYLE 4553 POLYPROPYLENE Ids PLAN VATI N PLAN vA N z a DURHAM, NORTH CAROLINA 27707 I a' I'-" ^ ~ ELE 0 w ~
/ NON-WOVEN NEEDLE - • • -WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON-WOVEN FABRIC) _ coMPOSItE p ¦ P 919.490.4990 F 919.490.8953 h REINFDRCNC STEEL
I~ xoTE: ¦ 537 MARKET STREET, SUITE LL20 SECTION A-A 12` NDT TO RE USED IN ET I a ,
% J~E ~ ~ ~ ~ BERM SOIL AI F 12 ~ ' RM SOIL AND COMPACTION SPECIFICATIONS: ELEVATION VAn N SANITARY SEWERMANHaE$. 840.66 ¦ CHATANOOGA,TENNESSEE37402 P 423.266.4990 F 423.266.5700
/ 1. ALL FILL SOILS I 4LL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT
6 6 •30 / LEAST 957 STANDf 6" _ MATERIALS SHALL I SST 957 STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED ¦ TERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION, SOILS SHALL NOT EXHIBIT SIGNIFICANT www.horvalhassocfates.com
7.26 - 36 LF 18 ~ 0, W2 SIDE VIEW - SHRINK/SWELL DR SINK/SWELL OR DISPERSIVE CHARACTERISTICS, ON-SITE GEOTECHNICAL ENGINEER SHALL APPROVE THE ¦
0 ~OF BER~(10' MIN.) SOILS FOR PLACEM LS FOR PLACEMENT WITHIN THE BERM SECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE ¦
/ _ ~ 2.00 METHODS TO BE U! TOP VIEW 3 SECTION (BUILDING`. iHODS TO BE USED FOR PLACEMENT OF FILL. IF ADDITIONAL USES ARE PLANNED UPON THE BERM ;TION (BUILDINGS, ETC.), THE GEOTECHNICAL ENGINEER SHALL SPECIFY SOILS SUITABLE FOR THAT ¦
FRONT VIEW ~ _ ADDITIONAL USE. / ?ITIONAL USE.
/ ~ ; / ~ ~ 2. IN ALL FILL ARE 6.3' DIA. REBAR RING ¦ IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE
/ :T PER VERTICAL FOOT OF FILL, 4.1' DIA. REBAR RING ¦
ECAST CONCRETE HEADWALL WITH WINGS . _ - - - - _ ' /e~ ~1- FEET PER VERTICAL PR , _ d ~ ~ _ - - ~ '1 3: A KEY TRENCH A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE FEET ¦
.OW EXISTING GRADE. SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENTS OF #1
BERM PERMANENT SEEDING SCHEDULE BELOW EXISTING GF + ~ PRF~CA ~ C CRETE; HE~ADW~aLL ~ ABOVE: _ JVE, ACCESS GATE ¦
INV OUT 335,60 , SEEDING DATE SEEDING MIXTURE APPLICATION RATE ~ . ~ % 4, NO TREES OR W e Q NO TREES OR WOODY VEGETATION OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION. ~ ¦
V~LO DI $IPATER % / O ; AUC 25 -OCT. (BEST) TALL FESCUE 200 lB5/AC N OT CLASS "B" RIPRAP /
' S. FILL PLACEMENT FEB. -APR 15 (POSSIBLE) CITY OF DURHAM ~ I(L}>6~11'(W)x22' / ENTIRE LENGTH OF , A MAXIMUM 8" LIFT. EACH LIFT SHALL BE CONTINUOUS FOR THE 6.3 LF x2"x "x1/4"ANGLE 1.0' ¦ FILL PLACEMENT SHALL NOT EXCEED FIRE LENGTH OF EMBANKMENT, BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE ¦
'1 \ PUBLIC WORKS DEPARTMENT ~ I~ . ~ ~ ~ ~ _ / ~ 0~ ~ MATERIAL SHALL BI SOIL AMENDMENTS l TERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT, ALL ! 0.50'
APPROVED ~ "J ~ COMPACTION BY HI ,t , APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4000 V dPACTION BY HAND SHALL BE CONDUCTED IN 5' LIFTS. ELEV. = 33 .70 ¦ (TOP OF RIS R) 0.50'
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 ENCNEEPoNG DATE \ ~ ~ ~ FERmIZER. STATEMENT C ATEMENT OF RESPONSIBILITY:
s?aRw waTER DATE 35` ~VEL ' READS - ~ ,SEWER MANHOLE ~ ALL REQUIRED MAIN MULCH REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF THE # REBAR
, - APPLY 4D00 LB AC STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, mANSadtranow DArE ~ ~ ~ ~ RIM' _ X337.06 / OAKHLL SUBDIVSIO NETTING, OR A/MULCH ANCHORING TOOL. A DISK WITH BLADES SET \ INV IN = 3 7, ~ ' FOR THIS FACILITY. ;HILL SUBDIVISION OWNERS ASSOCIATION PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT (YP.) ¦ #4 REBAR THIS FACILITY. ¦
DATE Nt 2 67/ N AR Y TRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. ~ ~ ~ r I / E L s ` VIN W = a 32.6 ,1 DATE ~ - ~ - ¦
MAINTENANCE ~ :N Ol1,T ~ 326,41 0.73'
~ ! l INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE r YP. , , ¦
FOLLOWNG YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-1D. MOW r ~ / REGULARLY TO A HEIGHT OF 2-4 INCHES. ~ , / OAK HILL DRIVE
NURSE PLANTS DURHAM
BETWEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 10 DRY D E T E N T 0 N BASIN 1 _ ELEVATION VIEW ' NORTH CAROLINA
LB ACRE GERMAN MILLET. BEFORE MAY 1, OR AFTER AUG. 15, ADO 40 A 1 O' / SC ~E 3 LB/ACRE RYE cGR"'"'. GRADING P L A N 6.3 LF x2"x "xi 4"ANGLE 4' DIAMETER
BERM SEEDBED PREPARATION / MANHOLE RISER ¦
BERM TEMPORARY SEEDING SCHEDULE
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER SEEDING DATE SEEDING MIXTURE APPLICATION RATE ADVERSE SOIL CONDITIONS, IF AVAILABLE. ¦
HEADWALL ¦ NOTE: SECURE (4) EVENLY SPACED 12"x4 x1/8 GALVANIZED STEEL
JAN 1 -MAY 1 RYE (GRAIN) 120 LBS/AC 2.~ RIP THE ENTIRE AREA TO 6 INCHES DEPTH. (SEE DETAIL) KOBE LESPEDEZA 50 LBS/AC 3,) REMOVE AlL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIDNS LEAVING 18" RCP NCDOT CLASS "B" RIP-RAP STRAPS ®EACH JOINT OF RISER SECTION ¦
RMAN MILLET 40 LBS AC SURFACE REASONABLY SMOOTH ANO UNIFORM. WITH ORING 9~LX11'WX22„THICK MAY 1 -AUC 15 GE / 4" ¦
4,) APPLY AGRICULTURAL U1E, FERTILIZER, AND SUPERPHOSPHATE NOTE: PROVIDE STEPS IN TRASH RACK
AUG IS -DEC 30 RYE (GRAIN) 120 LBS/AC UNI~pdLY AND YDI MIN S0. (SEE BELOW'). q A 2„ 1 /8,. RISER PER NCDOT STD. SEE DETAIL 10' (TYP,) ¦ 1/8" ( ) 840.66 (SEE DETAIL)
SOIL AMENDMENTS 5.) UMiL A MIL-PULVERIZID, FIRM REASONABLY UNIFORM - 9~~ LAYER CLASS SEEDBED IS PREPARED ~ TO 6 RICHEStDEEP. 'll' ~ ¦
PP Y AC GROUND "B~~ RIP RAP FOLLOW RECOMMENDATIONS OF SOIL TESTS OR A L 2,000 lB/ AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-1D FERTILIZER (FROM AUG SEED ON A FRESHLY PREPARED SEEDBED AND COYER N ~ ¦
6 15 -DEC 30, INCREASE t0-10-10 FERTILIZER TO 1000 LB/AC). 11 ~4 REBAR LDED _ (TYP.) (5E NOTES) ¦
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. - - - - - MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, 8.) INSPECT ALL SEEDm AREAS AND MAKE NECESSARY REPAIRS OR ~ I NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY RESEEDINGS MTHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND 4.5' WIDE 1' I ¦ ACCESS GATE
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. SHWLD 8E OVER 60X DAMAGED, REESTABLISH FOLLOWNG ORIGINAL LIME, FERTILIZER AND SEEDING RATES, SEED LIGHTLY MATH SEEDING EWIPMENT ' ¦
TIPACK AFTER SEEDING. MAINTENANCE oR cuL 5 ' ¦
JAN 1 -AUC 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND D,• REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING FER11lIZAT10N AFTER PERMANENT COVER IS ESTABUSNED. 9~ 4'~ FILTER BLANKET (TYP.) 4.1' DIA. REBAR RING ¦
EROSION OR OTHER DAMAGE. 'See seosonal application schedule CENTER STRAP STRAP 4' DIAMETER - 6.3'DIA. REBAR RING
HEADWALL 2 7 2 N ON RISER JOIN AUG 15 -DEC 30; REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS (SEE DETAIL) PLAN JOIN MANHOLE RISER 3.15' ¦ ~ ~ ,z~, F-~
WITH 50 LB/AC OF NITROGEN IN MARCH, IF IT IS NECESSARY TD EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 (PRE-CAST SECTIONS) I ~ ,r ~ - ~ i~ ¦ ~
L8/AC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. n A N STEPS TO BE PROVIDED IN n PLAN VIEW HAT H ¦
18 RCP 2.1 2:1 LEVEL SPREADER WITH ORING . CREST ELEV. ~ I RISER UNDER ACCESS C (SEE DETAIL) >
.335.60 I w. „ ¦ ` a' NOTES; ~
_ _ _ _ I=1I 1= _ _ - - - _I I ~I I1=1I I I I-11 I I~ I_ -11 ~I I~ 1. ALL RE AR TO BE #4 REBAR. ¦
I- I I I I I-III III-1I I-1I I-1I1=1I I I
- . - _ _ = 1~111111111~111~11~ I I I~ I I-11G-I, I I- WIT A ~ ,u.s 2, ALL REAR AND ANGLES TO BE GALVANIZED H 81TUMINOUS COATING. ti~
2' S' 2 3. THE H0~'-DIPPED, GALVANIZED 2"x2"x1/4" ANGLES SHALL BE WELDED TO THE REB
FILTER BLANKET 6" DIA. DIP RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE MANHOLE R T 18" DIA,
SECTION A-A (SEE NOTE) 3"xt/2° BOLT ANGLES S11•TING DIRECTLY ON TOP OF THE RISER. T 0-RING RCP 2 BOL
NOTE: ~ ~ . _ 12 "x4"x 1 /8" GALVIA x4"xl/8" GALVIANIZED
STEEL ANCHOR STF :EL ANCHOR STRAP ( ¦
A FILTER BLANKET IS TO BE INSTALLED ' ETWEEN THE RIPRAP AND SOIL FOUNDATION. RISER JOINT B JOINT TRASH RACK DETAIL ¦
THE FILTER BLANKET WILL CONSIST OF A NOTE: EACH STRAP TO =ACH STRAP TO io N.T.S. URED TO MANHOLE
MINIMUM 4" THICK LAYER OF STONE NCDOT - BE SECURED TO MANN( ( RISER BY (2) 3"x1/2 3Y (2) 3"xl/2"
X57) UNDERLAIN WITH MIRAFI FILTER WEAVE GALVANIZED STEEL CON 700 OR APPROVED EQUIVALENT ANCHOR BOLTS COATS[ IZED STEEL CONCRETE EXTENDED BASE ¦ t BOLTS, COATED WITH 7" „ MANHOLE SECTION
~ 4 A BITUMINOUS COATING. VINOUS COATING. FRONT VIEW NOTE: ROVIDE STEPS IN TRASH RACK ¦
' ~ 3°xt 2" BOLT RISER ER NCDOT STD, SEE DETAIL) '2" BOLT 840.56 SEE DETAIL) ( ¦
P V CITY DISSIPATOR ~ OUTLET BARRED PLUNGE 00~ E~0 OUTLET STRUCTURE DETAIL ¦
N.T.S. N.T.S. ;
¦
ELEV. = 3 8.70 (TOP OF RI ER) ¦
NON-WOVEN FELT GEDTEXTILE FABRIC SHALL BE PLACED 5" (TYP.) I ¦
AROUND EACH JOINT OF RCP BARREL IN 2' WIDE STRIPS 4 LF -6° DIA. DIP I
10' CENTERED ON JOINT. FELT FABRIC IS TO BE WRAPPED TWICE A XT I ¦ 8 SE E ENSIGN ~ 5" (TYP.)
(MIN,) AROUND JOINT AND IS TO BE SECURED WITH CONCRETE TOP OF BERM ELEV. = 342.00 NAILS, ¦ I 4' DIAM T R
100 -YEAR WATER SURFACE ELEV, = 340.51 1 ~ 3' 3' 7" MIN. TRASH GUARDf MANHOLE RISER ¦
= J1 3 ( ) (SEE DETAIL) (PRE-CAST SECTIONS)
TOP OF RISER ELEV, 338,70 HEADWALL ~'i 3 I"? 'i ~ ¦ I N
1 -YEAR WATER SURFACE ELEV = 338.47 (SEE DETAIL) ,~~0 BARREL
BERM Q~P~~ ~~G INV, IN = 336.00 ¦
TIN ~ SEC 0 tx ~~0~~ 2~
~`P GP i ¦
DRAIN TRASH GUARD LEVEL SPREADER (SEE DETAIL) BARREL INV. 36 LF - 18 0-RING RCP ~ 1,11% (CL. III RCP) CREST 335.60 Q~~ ¦
ELEV, = 336.00 BARREL 17" ' ¦ ,
INV. OUT = 335.60 17" DRAWN BY. CHECKED BY: ¦
WATERTIGHT SEAL TO BE PROVIDED r' AT RISER/BARREL INTERFACE _ 18" DIA. 0-RING RCP ~C
¦ DATE iv DIP IN , _ 22
1 1 4 LF - 6" DIA, DIP 1 1 NCDOT CLASS "B" RIP-RAP 4"x 4" 6 6 WELDED WIRE ELEV. 336,00 ¦ Ob~
9' L x 11' W x 22"THICK FABRIC (EACH SIDE & a SCALE
TOPI 6 ¦ T - ~n
6 REBAR PERIMETER -~6" DIP I 4 LF - 6 DIA DIP EXTENDED BASE -rv
# MANHOLE SECTION NO. FRAME (2' x 2'x 2' PROJECT NO
0490 ¦ SIDE VIEW"
5' 3000 PSI CONCRETE 'co ¦ SHEEP NO.
KEY TRENCH (SEE BERM MIN. SOIL AND COMPACTION t ¦
EXTENDED BASE SPECIFICATIONS) 3' C141
MANHOLE SECTION OUTLET STRUCTURE DETAIL
(PRE-CAST) PERMANENT DAM CROSS SECTION 6 DRAIN TRASH GUARD DETAIL N.T.S.
N. T, S. N. T. S. ¦
©COPYRR;HT 2005 THIS DOC ,,ENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES. P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

-0 1 ' 7 Permanent
, n. III
n { + See Sheet _A tu1r ermanent Stornmater Easement,
11 Z
LENGT
+
.L18 1 10
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`°a 10.38 1 124 94
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SEE DETAIL SHEET
It
N p 11(D2 w
Ditch DDk @ ]k.607.--------� N I I IPI STA=18+32.0, 11'33'11" R
-
A temporary tining is needed - _ _ ---^� % II= i / 3 ' f // • �..
Use Matting Type C125BN
00=3'13'41"
- c=3'13'42"
I o � 1171-
W/
SB -?l 26'x15'X3' 0' R � - Ditch vv4 t? • or• "1-e1111)o111n=179,56 _
W/ 15'HX10'L SPILLWAY / A temporary lining is neededA `ii 1 _ 1 I y� U rt • i (i
/ use Matting Type Da150 {,�ji Fasulnellt { -357,90 I i 1 1 15 ei�%nJj
PIPE #5 60 LF 18' / { 2,gS 6' WIL / =357.30 6'X4' REDUCER / bA O U
___w I
RCP @ 8.70% % �._.._. U 2 F,
INV IN 355,80 �� ., D
{ i -9.06 -D11ch FF2 @ i.00%
INV ❑UT1350.60 DDI 20 ! A temporary Uning !s needed. Ditch Gt;2 3.46'/. .= *
USE 9'L X 6' DIA 1 /
DD4 eS ��� { /' =9.0, use Martine Type DS75 A tempora y tnlnp Iy neeGed
/ + /llitch 2 @ to
CLASS B RIP RAP > �� {PIPE J f. Use Ma •tint] type D<_'75 / A tern ror linin is needed.
• RCP a 1.80X5 LF t8' rr' 1 ,� I 1 Use M ting Type, 4' WCL
Ditch CC2 @ 3.21% -"-- � INV 114351.90 ,- -`' ` % WATER ERVICES I
A temporary lining h needea. / S% 1 INV OUT33110 1
p y g 21 Ditch DD,-: a 15
Use Mattie Type llS75 R25 ' A temporary lirl is needed 1 USE 6'L X 3' DIA I ' _ - _ ._..,_
---._
Use Matting Type DS75 CLASS A RIP RAP _. -
R25 a 9'_ DEEP 's1 r / / , /' , f 'j'fi/, G G 2 f / ' / 0
1-6' 4 -WAY CONNECT 1 I /"J / i "RT WATER 1 RVICES 1
3 6' GV & B - WATER SERVICES�`i t=1i tj� Fez d
�._ / �- . - _..... ss1 _ / U temporary 6AIng Ii f -it
.r '
k
S 15 rime:' 1 1 e Matting Type D j
1 1 O ;
E ascluent i ♦ r0,1
r.1 r� tl} ,��/rti ER SERV
CC (�--v y + ICES
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SB -20 41'X25'X3' t ! r �.�. �----- FF1 ... / is i I'�,r. rrl, i. . 0r R
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l rs 60 RW M % / ' , �, , . . ` ► -
W/ 1.5'Hx1D'L SPILLWAY Pi,, %• i._) h f�_„...- - _ i/i � //
/ WATER PdZICES + GG1 �/ ,/� ., Q ,
WATER S VICES i ,
// CCL - , 1 (+f5'R f' l �j `3
/ - - — — WATER SERVICES Silt Fence - r"` \ HH1 ; `� '� p" >
-� DD3 �-SB-15 25'X13'X3' f CHECK DAN 1 WATER ICES /' Y / / A U A O pC i
�z ' - L. .2 I - W/ 1.5'HX10'L SPILLW- `� _ DFtr_h f'f'] @ 1.00% I I 1 / ''�'
+ ` t I A temporary lining Is needed, LDItch ( AJER SERVICESLitcrt CCS 2 3.11/. R25 �.) + >j --_ i Use Matting Type US7 A temporary lining Is needed R25 �� I GGl 3.46%
1 A tem lkNr , 'R
-_ t»^aq is needed. /
Use Mattie Type DS75 5 _ R Y 'ii CHECK
9
YP + c
_ PI STA 13+98.86 Ditch DD3 a 1.5../. f � �
1,� -" I Use Mattir� Types DS75
Q� _ 1=11'28'51" L /'-'a`� Mo linJa' y75eQ __ {
tine Yp- _ I
J Ditch HHl @ S•;i0% 1 i \ \ _
it Do=6'56'47" ___ 1�__�..�.. I I I �Ate,_oi-a%A temporary tirJng !s r dei .DC=6'57'03" 1 Use Matting Type DS75-1 a/ y Unint is r,reddd.
�t 1 I I J I '`� r \''1 Use Matflr.rg T'IP DS75
V 1 V i� T= 82.92 I —------- , ; ( - - _\\ \� \ .1r1 o r •
i. >- 7 ••^"'------.__...,, 1 WATER SERVICES
F R=824.82 -
+�r G 1 L=165.28 ----� _----- -.`'
+ -- I C=165.00 Y, _� 24'
J 121 11
- _ -
+ = M = 4.14 t� - •_..,-� 1 ► I 0 1 �- . (1 • r�
!-0� 1 1 I I 1 \ \\ / 7 / +!
Ditch VI @ 11.60% — 2 , , I 1 19 '�- ro
A temporary firing is needed, I I 1 I I \� f
Use Matting Type SC150BN z, -p 1 , I Q ✓
I (J
1 „ .vC. F:
360
3 �r
35a
345
340
3�;5
cDi \ y I '
N
Ditch V2 a 11.60% (r?� + I 1 1 /
A temporary lining Is needed. + + -1 1 • + S$ -c 4 ia4' 40'X3'
Use Matting Type 0125 t'll ', , D I 1-2 �$.O. ASSEMBLY wi 1.5H OL SP LWAY Q
p1 �, , , I o I I 1-4' GV L B / I /� //' / • i
h + C)1,
1 + , !
Lq
M I P4 +
F1 D B
-_ _- - -_ --- ---�_ 10'GRA EI.D�IVE
-i - Wi 20' "BL1C F�
! -RT If
P ❑ D A // / j, / / CIS
36P 1
PROVOSLID S7 0 i
1k't% 1F DETEN't ION BASIN
STRLJ(� ARE C
SI_:F? DETAIL IS SHEf:T
STRUCTURE C
DIJT TARGET
('rest of 4' riser Top of Pond
Fle�•:31q 0-� Q2=10.12 < 14.72 17K
FIcv:3UR.0 010=12.78 < 19,81 DK
0100=15.69 - - DK
1i : T T
UP= 21,54
QIO= 28.79 I in. orifice 3
0100., 40.36 Ln-: 302 ()
34.0 LF of IR @ 1.00%
Section
V2= 4,061CF EL=306,98
V10= 6,109 CF EL=306.23
V100= 9,242 CF EL=309,72 'CCINTAINEW
3111.41
in rw 14) M ee O I.f) t,7 0 0 � (] t-'� 0 e� c�
O U) O t'1 u] fv7 p �j �- t* >n r� O if) - C> rn rf1 1D f7 O) �) CY O CV r7 c0 O Cy 10 u) v u') -i Cb kn d b
res Si C7 aJ tom. r0 c0 +t - u)) d st d ui yj rj IC} cV �t rJ r7 N0 r+) O Or a (t; to 0 t>7 sF CJ {V Of t0 r`
•) G- c0 tc) til L0 4') t!) to to in 1l0 U) tti