20050626 Ver 1_Complete File_20050412

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
July 28, 2005
S&EC Project # 6823.w2
DWQ Project #: 05-0625
NC-Division of Water Quality
Attn: Mrs. Cyndi Karoly
2321 Crabtree Blvd
Suite 250
Raleigh, NC 27604
RE: Request for Application Withdraw
Swann's Mill Subdivision
Durham County, North Carolina
Dear Mrs. Karoly,
cs-ot?a>s .?d
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JUL 2 9 2005
DENR-WP;FEP QUALITY
1 OWiDS AND STOF-WiATER BRANCH
On behalf of D. R. Horton we request the withdrawal of our application dated
April, 11, 2005 to impact 0.5 acres of wetlands, 14,532 square feet of buffers, and 147
feet of stream to construct a residential subdivision. Changes in the site plan will now
keep proposed impacts below the notification thresholds of NWP 39 and GC 3402. A
riparian buffer approval will be requested for the proposed subdivision. Please contact me
with any questions.
Sincerely,

Christopher Flowers
Wetland Scientist
CC: Mr. Todd Tugwell
US-Army Corps of Engineers
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
F \14 A
?Q Q Michael F. Easley, Governor

Cl) William G. Ross Jr., Secretary
North Ca
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Q Y Alan W. Klimek, P.E. Director
Division of Water Quality
July 25, 2005
DWQ Project # 05-0626
Durham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
D. R. Horton
Attn: Dan Farmer
2000 Aerial Center Parkway, Suite 110
Morrisville, NC 27560
Subject Property: Swann's Mill, Phase 2, 3, and 5
REQUEST FOR MORE INFORMATION
Dear Mr. Farmer:
On May 24, 2005, and June 1, 2005, the Division of Water Quality (DWQ) received your
response to DWQ letter dated May 5, 2005 for additional information for the proposed Phases 2,
3, & 5 of Swann's Mill Subdivision. Also, on June 27, 2005, (DWQ) received additional erosion
control data. 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. There appear to be discrepancies between the impervious surface area breakdown submitted
and what DWQ has calculated. You are reminded that it is DWQ policy that even when a
phased development is below the threshold for engineered stormwater controls, areas of
concentrated development that meet the threshold must have runoff treated through
engineered controls. Please recalculate the impervious surface areas.
2. Your project lies within the critical area of Water Supply IV (WS-IV). You are reminded of
the requirements for nonpoint sources and stormwater pollution [15A NCAC 02B
.0216(3)(b)(ii)] for the low density vs. high-density option. That is, if you exceed 24% built
upon area, then engineered stormwater controls shall be used to control runoff from the first
1" of rainfall; new residential and non-residential development shall not exceed 50% built-
upon area.
401 Oversight/Express Review Permits 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.enr.state.nc.us/ncwetlands
One
NiCarolina
Natimully
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Swann's Mill DWQ #20050526
%
Subject: Swann's Mill DWQ #20050526
From: Laurie Dennison <[e-mail]>
Date: Tue, 26 Jul 2005 13:25:53 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. A hard copy of the
letter has been sent via US Mail. All response correspondence is to be mailed via
hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd.,
Raleigh, NC, 27604 unless otherwise noted.
050626Swann's Mill(Durham)OnHoldIdoc Content-Type: application/msword
Content-Encoding: base64
1 of 1 7/27/2005 6:35 AM
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.coni
July 28, 2005
S&EC Project # 6823.w2
DWQ Project #: 05-0625
NC-Division of Water Quality
Attn: Mrs. Cyndi Karoly
2321 Crabtree Blvd
Suite 250
Raleigh, NC 27604
RE: Request for Application Withdraw
Swann's Mill Subdivision
Durham County, North Carolina
Dear Mrs. Karoly,
cs-ot?a1? %d
Q
JUL 2 9 2005
DENR - vJxrER QUALITY
v,'ETLANDS A14D STORIMATER MICH
On behalf of D. R. Horton we request the withdrawal of our application dated
April, 11, 2005 to impact 0.5 acres of wetlands, 14,532 square feet of buffers, and 147
feet of stream to construct a residential subdivision. Changes in the site plan will now
keep proposed impacts below the notification thresholds of NWP 39 and GC 3402. A
riparian buffer approval will be requested for the proposed subdivision. Please contact me
with any questions.
Sincerely,
U16Ci-??1 ?-
Christopher Flowers
Wetland Scientist
CC: Mr. Todd Tugwell
US-Army Corps of Engineers
Charlotte Office: Greensboro Office:
236 LcPhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
F `NATF
?? RQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q ' Y Alan W. Klimek, P.E. Director
Division of Water Quality
July 25, 2005
DWQ Project # 05-0626
Durham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
D. R. Horton
Attn: Dan Farmer
2000 Aerial Center Parkway, Suite 110
Morrisville, NC 27560
Subject Property: Swann's Mill, Phase 2, 3, and 5
REQUEST FOR MORE INFORMATION
Dear Mr. Farmer:
On May 24, 2005, and June 1, 2005, the Division of Water Quality (DWQ) received your
response to DWQ letter dated May 5, 2005 for additional information for the proposed Phases 2,
3, & 5 of Swann's Mill Subdivision. Also, on June 27, 2005, (DWQ) received additional erosion
control data. 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. There appear to be discrepancies between the impervious surface area breakdown submitted
and what DWQ has calculated. You are reminded that it is DWQ policy that even when a
phased development is below the threshold for engineered stormwater controls, areas of
concentrated development that meet the threshold must have runoff treated through
engineered controls. Please recalculate the impervious surface areas.
2. Your project lies within the critical area of Water Supply IV (WS-IV). You are reminded of
the requirements for nonpoint sources and stormwater pollution [15A NCAC 02B
.0216(3)(b)(ii)] for the low density vs. high-density option. That is, if you exceed 24% built
upon area, then engineered stormwater controls shall be used to control runoff from the first
1" of rainfall; new residential and non-residential development shall not exceed 50% built-
upon area.
401 Oversight/Express Review Permits 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.enr.state.nc.uslncwetlands
NthCarolina
or`
Al atimally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
D. R. Horton
Page 2 of 2
July 25, 2005
3. Condition 4 of GC 3402 requires the use of constructed wetlands or bio-retention (or wet
ponds followed by engineered forested filter strips) in watersheds classified as WS.
Additionally, your project must meet the diffuse flow requirements of the riparian area
protection rules (Buffer Rules). Level spreaders must be designed in accordance with DWQ
guidance. All stormwater management facilities require a signed and notarized Operations
and Maintenance Agreement. Please resubmit a complete stormwater management plan with
drainage maps, site plan with the location of the stormwater control devices, DWQ
stormwater BMP worksheets, and supporting calculations.
4. This office believes that reconfiguration of your plan can avoid some of the impacts.
Please respond within three weeks of the date of this letter by sending three (3) copies of this
information in writing. 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 Cyndi Karoly at 919-733-9721 or
Samuel A. Aghimien at 919-733-3574 if you have any questions regarding these issues.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Review Unit
CBK/cvdw
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Kevin Martin, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Brandon Finch, P.E., P.O. Box 14005, RTP, NC.27709
Filename: 050626Swann'sMill(Durham)moreinfo2
Swann's Mill DWQ ##20050526
t
Subject: Swann's Mill DWQ #20050526
From: Laurie Dennison <[e-mail]>
Date: Tue, 26 Jul 2005 13:25:53 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. A hard copy of the
letter has been sent via US Mail. All response correspondence is to be mailed via
hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd.,
Raleigh, NC, 27604 unless otherwise noted.
050626SNvann's Mill(DUrham)OnHOldIdoc Content-Type: application/msword
Content-Encoding: base64
1 of 1 7/27/2005 6:35 AM
W A r?9PG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimck, P.E. Director
Division of Water Quality

DWQ Project # 05-0626
Durham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
D. R. Horton
Attn: Dan Fanner
2000 Aerial Center Parkway, Suite 110
Morrisville, NC 27560
Subject Property: Swann's Mill, Phase 2, 3, and 5
REQUEST FOR MORE INFORMATION
Dear Mr. Farmer:

On May 24, 2005, and June 1, 2005, the Division of Water Quality (DWQ) received your
response to DWQ letter dated May 5, 2005 for additional information for the proposed Phases 2,
3, & 5 of Swann's Mill Subdivision. Also, on June 27, 2005, (DWQ) received your erosion
control data. 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. The data you have submitted does not reflect your PCN application on record.
/.-Re-submit your PCN application, and your storm water management plan, to reflect your
total project area, or submit a PCN application and BMP's for Phases # 1, 4, 6, 7, & 8.
/,--Accounts for the total area disturbed, and impervious surface percentages for Phases # 1 to 8.
A counts for the impervious amounts of lots # 24, 25, 26, 27, 28, 44, 48, 63, 64, 67, 68, 72,
73, & 88, since they were all included in your 400 lots designed submitted with this plan.
bmit a complete project site area, set aside area, Buffers area, wetland area, streams
channel area, Flood plain area, Phases size, lots size, and impervious percentages summary.
One
No aro a
401 Oversight/Express Review Permits Unit ?1?atl ral?U
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 -? ' ?/C7? _ j
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/Internet:http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
D. R. Horton
Page 2 of 5
July 8, 2005
Account for the stream channel and Buffers area across lots # 119, 120, 121, 122, & 123.
C{ 7. Account for the total 42.87 acres of phases # 1, and the PDR site Plan acreage of 87.20 acres.
ibmit erosion control plans for phases # 1, 2, 3, 4, 5, 6, 7, & 8.
`5)-Your PCN application shows road crossing # 2 & # 3, please account for road crossing # 1.
10. Your PCN application, also shown that one of your road crossing streams channel impacts
` will be more than the other, while the road vi is the same, clarify toe difference.
4he S`I?a?r. rvaard ee-S Cl tW1 `N , q-44i.f- S W45
11. Your Project site Phases # 2, 3, & 5 area does not amour7f to 130.07 acres, please clarify.
- 1 Your site data have shown that the numbers of Dwellings you proposed were 400 units, and
// at maximum allowable density.
ote, that a provided Greenway Easement for the flood plain delineation cannot be used for
impervious calculations.
14. It was said that your phase # 1 was already completed and has no impacts in the project, but
42.87 acres of the total area of phase # 1 was used in your final impervious % calculations.
impervious total road area, length, width, side walks area, length, width, and all play grounds
impervious % for phases # 1, 2, 3, 4, 5, 6, 7, & 8.
16. Note, your 2.2 acres is the 96277 square feet shown in your phase # 1 calculation, not the
55200 square feet shown in your final summary.
0 Note, your 516663 square feet equal 11.86 acres, not 13.4 acres shown.
Note, that your total acreage summary equal 25.2 acres, not 31.2 acres.
19 The 25.2 acres, 1096276 square feet did not equal to 1359861 square feet shown.
(5I our average impervious surface per lots should be 2237 SF not 2228 SF as shown.
`- Your Level Spreader, storm water control plan for phases # 2, 3, & 5, as per your PCN, is
/ found to be incomplete, inaccurate, and inadequate for your project size, and environment.
Plere are concentrated areas of impervious that require a storm water management plan.
23. rovide details for the storm water management practices as required by GC 3402.
24 In watersheds within one mile and draining to 303 (d) listed water as well as watersheds that
?/"?'" are classified as nutrient sensitive waters (NSW), water supply waters (WS), Trout waters
D. R. Horton
Page 3 of 5
July 8, 2005
(TR), high quality waters (HQW), and outstanding resources waters (ORW), the Division
shall require that extended Detention Wetland's, Bio-retention areas, and ponds followed by
forested filter strips designed according to the latest version of the NC DENR storm water
Vit Best Management Practice manual be constructed.
?r ire I'e 25. ensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
al o intermittent stream impacts that required application to DWQ in watersheds Classified
t S J as (ORW), (HQW), (TR), (WS-I), and (WS-II).
a' 2 cement of culverts and other structures in waters, streams, and wetlands must be placed
below the elevation of the streambed to allow low flow passages of water and aquatic life.
7 27. As per GC 3402, with your possible activities that will results in a loss of use of stream
functions, such as (a) FEMA Flood Plain impacts, (b) Stream channels impacts, (c) Buffer
impacts, (d) Wetland impacts, (e) Greenways Easement impacts, (0 Waters of the US, (g)
303d waters, (h) Mass grading of site, (i) present of a known Federal Endangered Species,
(Smooth Coneflowers), an additional site-specific storm water management plan will be
required.
X. The storm water management plan must be design to remove 85 % TSS.
6"e__ qIL V15
SV-U 29. Your project site is relatively large for a residential development. h/?$?L.
?S nce this is a 303 (d) listed stream where DWQ is not supposed to alYow additional
GL, ?'?nc
l
lutants to these streams, please investigate whether You can convert the proposed
d / sediment basins to extended detention wetlands or bio-retention ponds.
3 er- -
31. The storm water control should be design to handle the runoff from all impervious area.
'he tract will be limited to the amount of built-upon area indicated in your PCN application.
he runoff from all built-upon area within the drainage area of this project must be directed
into the permitted storm water control systems.
nce this is a high density, development project, the storm water management system shall
be constructed in its entirety, vegetated and operational for its intended use prior to the
construction of any built-upon surface.
Our on-site determinations and detailed engineering / technical reviews of your storm water
// management plans submitted under the 401 water Quality Certification, and Buffet's riles
programs have indicated a possible deficient ies in your plans. (;k V, . ?..
bb
our Level Spreader designs seems not to be consistent enough with your referenced permit
04-0225 due to their projects sizes locations topography, human health protection, public
#
safety, and environmental factors.
D. R. Horton
Page 4 of 5
July 8, 2005
Y ur referenced DWQ project # 04-0225, for a similar level spreader design PCN application
was for only 26.32 ac, 2514 square feet of buffers impacts, no streams or wetlands impacts.
T ere were three other storm water control devices, Wake County Custom Basins unit 148' x
78' x 5.5' CB # 1, 2, &3 in addition to the level spreaders in the project # 04-0225 designed.
The drainage area of project # 04-0225 was only 15.28 ac, and not in 303(d) waters.
The conditions at both sites # 04-0225, and 05-0626 are not the same, so your level spreader
designs for project site # 05-0626 did not meet DWQ water Quality Control requirements.
41. Because of the sensitive nature of the 130.07 acres of Swann's Mill project site, we are
recommending that a minimum of six storm water management devices be constructed at the
site, if possible, four wet detention ponds and two bio-retention ponds, based on your total
cumulative impacts.
V?-55 other to protect the Stream channels, the Buffers, Flood plains, the Endangered Species,
U56WW the 13.25 acres of Wetlands within your property a storm water management plan is required.
S??k S ecify the percent of project imperviousness area based on the estimated built -out areas.
cam" ?
jl?ffidicate all stonn water outfalls on the site plan, and the total drainage area.
JThis office believes that reconfiguration of your plan may avoid some of the impacts.
U?DtJ. Provide 401 worksheets for all ponds, anc alllply?se basin area clarification and flow rates.
/)-a ? Provide planting plans, and sign maintenance agreements for all ponds, or BMP's.
e-design your storm water management plan to reflect each phases and impervious %.
Please respond within three weeks of the date of this letter by sending three (3) copies of this
information in writing. 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 Mr. Samuel A. Aghimien at 919-733-
3574 if you have any questions regarding these issues. Aq - apt4L- A-? ??J-
D. R. Horton
Page 5 of 5
July 8, 2005
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBKlsaa
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
k? g , S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Brandon Finch PE, P.O. Box 14005 RTP, NC.27709
1\ ? Filename: 05-0626 Swarm's ]11111 more Info 7-8-05 IioIJ
J)
/I -

THE JOHN R. McADAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Sam Aglimien Date: June 24, 2005
NC Division of Water Quality
2321 Crabtree Blvd.
Raleigh, North Carolina 27604 " FEDERAL EXPRESS
Re: Swann's Mill Job No.: TRH-02010
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
1 Set Approved Erosion Control Plan
2 Erosion Control Approval Letters
1 Durham Code for Watershed Protection (per request)

These are transmitted as checked below:
® As requested
? For approval
? For review and comment
C C??Q?IC? (p?
® For your use R 9, 2005
? For Signatures JUN
DENR - WNFER QUALITY
? Vi-ER MANDSTON'ACATERGiil -U
Remarks:
Copy to: Amos Clark
Salman Moszzam
Signed:
'Brandon R. Finch, PE
Sr. Project Manager
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
? Copy Entire Document to File
CIVIL ENGINEERING - LAND PLANNING - SURVEYING
PO Box 14005 • Research Triangle Park, NC 27709 • [phone] • fax[phone]
m=johnrmcaclams.com

COUNTY OF DURH 1
ENGINEERING DEPARTMENT
LETTER OF APPROVAL
Morrisville, NC 27560
DE1'Yri"? S-();
4
Dear Mr. Farmer:
This office has reviewed the subject Sedimentation and Erosion Control Permit Application. We fund die
application to be acceptable and hereby issue this letter of approval. If any stipulations or
recommendations are applicable, a list is attached and is incorporated as a part of this letter of approval.
Pursuant to Section 14-66 (e) of the Durham City/County Sedimentation and Erosion Control Ordinance,
plans for which no permit has been issued shall expire one year from the approval date.
Please be advised that a copy of the approved plan must be on file at the job site, and a land-disturbing
permit must be obtained and prominently displayed. Pursuant to G.S. 113A-61 (d) and Section 14-68 of the
Durham City/County Sedimentation and Erosion Control Ordinance, you are hereby notified that the
Sedimentation and Erosion Control Office has the right to inspect the site over the life of the project to
insure compliance with the approved plan and ordinance.
The Sedimentation and Erosion Control Program is performance oriented, requiring protection of the
natural resources and adjoining properties. If following the connnencement of this project it is determined
that the sedimentation and erosion control plan is inadequate to meet the requirements of the Durham
City/County Sedimentation and Erosion Control Ordinance, this office may require revisions in the plan
and its implementation to insure compliance with the Ordinance.
Pursuant to Section 14-56 (5) of the Durham City/County Sedimentation and Erosion Control Ordinance,
prior to initiating land-disturbing activity, the person conducting such activity most notify the
Sedimentation and erosion control office of the date that such activity will begin.
PROJECT NAME: Sivann's Mill Phases 4 & 6 JOB NUMBER: 3528-06
SUBI\IIT I'I D BY: The John R. McAdams Co., Inc. DATE: March 29, 2005
NEW SUBMITTAL (X) REVISED O RT\
Dan Farmer April 27, 2005 ,,..
D.R. Horton, Inc.
2000 Aerial Center Parkway, Suite 110 ?UN
We look forward to working with you on this project.
Sincerely,
Tim Holland
Erosion Control Technician
Encl.: Application Review Couunents
N-PDES Penuit
cc: The John R. McAdams Co., Inc.
SE-07
D E(D[EodE
APR 2 9 2005
?? -020 ??o
Th,Lo . ZD Ic U .
?- t? o ,rem
Rev.07t03
120 E. Parrish Street, Law Bldb., Ist Floor, Durham, N.C. 27701 [phone] Fax [phone]
Equal Employment/Atfirmatrve Action EmploNcr

APPLICATION REVIEW COMMENTS
Project Name: Swann's Mill Phases 4 & 6 Job Number: 3528-06
Reviewed By: Tim Holland Approved (X) Disapproved ( )
Stipulations or Conditions (X) Reason for Disapproval( )
1. Prior to receiving a land-disturbing permit, you must contact the Durham
City/County Planning Department and have them provide a Zoning
Compliance Clleck-off Form to this office.
2. Upon installation of the tree protection fencing, submit a Tree Protection
Fence Certification Form and call for an inspection. This form may be
obtained from this office or from the Durham County website at
,,vww.co.durham.nc.us/ceng.
3. Submit a permit fee made payable to Durham County in the amount of
$10,965.00.
4. Submit a surety in the amount of $101,000.00. Surety forms maybe obtained
from this office or from the Durham County website at
wtvw.co. durha m.nau'ccn?.
Recommendations and/or Comments:
Complete the above listed items to obtain a permit.
Since this project will disturb one or more acres, stormwater runoff must be permitted
pursuant to the National Pollutant Discharge Elimination System (NPDES) administered
in North Carolina by the Division of Water Quality (DWQ). Enclosed is the General
Stormwater NPDES Permit, NCG 10000, as revised October 1, 2001, covering; your
activity. You are responsible for complying with the General Permit requirements and
are subject to enforcement by DWQ for any violations of the General Permit.
Any Stipulations, Conditions, Recommendations, and/or Comments stated above are
hereby incorporated by references into the approved plan as if fully set out therein.
c
i
••
!?.?• coG?r
C7. Vt?)P
i ?
?'i?•cw4° ??
COUNTY OF DURHAM
ENGINEERING DEPARTMENT
]LETTER OF APPROVAL
PROJECT NAME: Swann's Mill
SUBMITTED BY: The John R. McAdams Co:, Inc.
NEW SUBMITTAL Q REVISED (X)
April 2, 2004
%9i@Fod?D
II.Sy `? ? Zp(?5
Dear Mr. Spivey 0:'•t
This office has reviewed the subject Sedimentation and Erosion Control Permit Application. We?Q the
Britt Spivey
D.R. Horton, Inc.
3949 Browning Place
Raleigh, NC 27609
application to be acceptable and hereby issue this letter of approval. If any stipulations or
recommendations are applicable, a- list is attached and is incorporated as a part of this letter of approval.
Pursuant to Section 14-66 (e) of the Durham City/County Sedimentation and Erosion Control Ordinance,
plans for which no permit has been issued shall expire one.War from the approval date.
Please be advised that a copy of the approved plan must be on file at the job site, and a land-disturbing
permit must be obtained and prominently displayed. Pursuant to G.S. 113A-61 (d) and Section 14-68 of the
Durham CitylCounty Sedimentation and Erosion Control Ordinance, you are hereby notified that the
Sedimentation and Erosion Control Office has the right to Inspect the site over the life of the project to
insure compliance with the approved plan and ordinance
The Sedimentation and Erosion Control Program is performance oriented, requiring protection of the
natural resources and adjoining properties. If following the commencement of this project it is determined
that the sedimentation and erosion control plan is inadequate to meet the requirements of the Durham
City/County Sedimentation and Erosion Control Ordinance, this office may require revisions in the plan
and its implementation to insure compliance with the Ordinance.
Pursuant to Section 14-56 (S) of the Durham City/County Sedimentation and Erosion Control Ordinance,
prior to Initiating land-disturbing activity, the person conducting such activity must notify the
sedimentation and erosion control office of the dale that such activity will begin.
We look forward to working with you on this project.
Encl.: Application Review Comments
NPDES Permit
cc: Correspondence File
The John R. McAdams Company, Inc.
SE-07
Sincerely,
7b
Charles W. Armbrust
Sedimentation & Erosion Control Technician
r ?(e or???.?e
JOB NUMBER: 3286-06
DATE: March 23, 2004
D IEOEOvE
A - 6pp04
[I;A l-I -O?1??c? ?
Rcv.07103
120 E. Parrish Street, Law Bldg., 1st Floor, Durham, N.C. 27701 [phone] Fax [phone]
Equal Employment/Affirmative Action Employer

APPLICATION REVIEW COMMENTS
Project Name: Swann's Mill Job Number: 3286-06
Reviewed By: Charles W. Armbrust Approved (X) Disapproved Q
Stipulations or Conditions (X) Reason for Disapproval U
1. Prior to receiving a land-disturbing permit, you must contact the Durham
City/County Planning Department and have them provide a Zoning
Compliance Check-off Form to this office.
2. Upon installation of the tree protection fencing, submit a Tree Protection
Fence Certification Form and call for an inspection. This form may be
obtained from this office or from the Durham County website at
www.co.durham.nc.usIceng.
3. Submit a permit fee made payable to Durham County in the amount of
$10,977.75.
4. Submit a surety in the amount of $83,700. Surety forms may be obtained
from this office or from the Durham County website at
mvNv co durham.nc.uslcene.
Recommendations and/or Comments:
Complete the above listed items to obtain a permit.
Since this project will disturb one or more acres, stormwater runoff must be permitted
pursuant to the National Pollutant Discharge Elimination System (NPDES) administered
in North Carolina by the Division of Water Quality (DWQ). Enclosed is the General
Stormwater NPDES Permit, NCG 10000, as revised October 1, 2001, covering your
activity. You are responsible for complying with the General Permit requirements and
are subject to enforcement by DWQ for any violations of the General Permit.
Any Stipulations, Conditions, Recommendations, and/or Comments stated above are
hereby incorporated by references into the approved plan as if fully set out therein.
Sated 1)79
=?= THE JOHN R. McADAMS COMPANY, INC.
May 24, 2005
Ms. Cyndi Karoly
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27604
RE: Swann's Mill Subdivision
DWQ Project # 05-0626
Dear Ms. Karoly:
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-361-5000
919-361-2269 Fax
Charlotte, NC
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte, North Carolina 28217
800.733-5646
704-527-0800
704-527-2003 Fax
vr;rrr.johnrmcadams.com
We have reviewed the Division of Water Quality request for more
information, made in regard to Swann's Mill Subdivision. The permit request
was submitted by on April 11, 2005. Our responses to the review comments
are provided below.
Plan Details:
I a. You are proposing very high flows into your diffuse flow measures. It is
required that a detention basin precede the level spreaders in this case.
Please redesign the diffuse flow measure
As of the date of this letter, the are in the process of resolving this issue
with D{VQ - 401 Unit Staff. We have contacted ills. Debbie Edwards,
who referred its to ills. Cynthia Van (let- Wiele, PhD. ills. Van der Wiele
their referred its to illy. Sain Aghintien. On illay 18, 2003, we
participated in a conference call with illy. Aghintien. During that call,
we discussed this issite in some detail and have agreed to provide 111r.
Aghimien with additional data. Another conference call (or uteeting)
will be held in the near fitticre to fitrther discuss this issite once Cllr.
Aghinden has a chance to review the additional information.
In reviewing the request for additional information (specifically the
request for a detention basin to precede the level spreaders), the
researched into past permit requests / approvals and information
presented at a Storin water BAIP seminar in October 2003. Our proposal
is consistent with recent permits and the direction given for level
spreader design in the BAIP seminar. Please [rote that this information
was presented by Cllr. Todd St. John, PE. Also reference DJVQ Project
#04-0225 (previously approved) for a similar level spreader "splitter-
box" device as shown in our current proposal.
Comprehensive Land Development Design Services
tt'e help our clients snccec'd.
Since 1979
THE JOHN R. McADAMS COMPANY, INC.
May 24, 2005
Swann's Mill - Phases 2, 3, & 5
1 b. The proposed fill for impact C seems linear. Please provide the USACOE
jurisdictional determination map to confirm this feature is not a stream.
To our knowledge, this has been adth-essed by AIr. Todtl Preuninger at
Soil & Environmental Consultants, PA.
We hope this letter helps to address any outstanding issues with our permit
request. If you have any questions or need any additional information, please
do hesitate to give me a call at [phone].
Sincerely,
Z:0?7 02 ;ire
Brandon Finch, PE
Senior Project Manager
TTE JOHN R. McADAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Cyndi Karoly & Sam Aglimien Date: May 24, 2005
NC Division of Water Quality
2321 Crabtree Blvd.
Raleigh, North Carolina 27604 " FEDERAL EXPRESS "
Re: Swann's Mill phase 1 Job No.: TRH-02010
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
2 Sets Calculations
2 Set Preliminary Plat/Site Plan Submittal
2 Letter

D
These are transmitted as checked below:
? As requested
? For approval
® For review and comment
Remarks:
illl
v[20
MAY 2 P 7005
® For your use
DENR - WA'(ER QUA(_I
? For Signatures F,Ir?U,NDSANDSTOR"A ATER9i
Copy to: Amos Clark
Salman Moszzam
Signed: -?DA G,n kjJj 1 0AA-A- A (/1I
Brandon R. Finch, PE
Sr. Project Manager
FOR INTERNAL USE ONLY
? Copy Letter of Transmittal Only to File
® Copy Entire Document to File
CIVIL ENGINEERING • LAND PLANNING • SURVEYING
PO Box 14005 • Research Triangle Park, NC 27709 • [phone] • fax[phone]
www.johnrmcadams.corn
W AT ?9QG
>
Q L .? `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 5, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
D. R. Horton
Attn: Dan Farmer
2000 Aerial Center Parkway, Suite 110
Morrisville, NC 27560
Subject Property: Swann's Mill, Phase 2, 3, and 5
REQUEST FOR MORE INFORMATION
Dear Mr. Farmer:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0626
Durham County
On April 12, 2005, the Division of Water Quality (DWQ) received your application dated April
11, 2005 to impact 0.05 acres of wetlands, 14,532 square feet of buffers and 147 feet of streams
to construct the proposed 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. Plan Details
a. You are proposing very high flows into your diffuse flow measures. It is required
that a detention basin precede the level spreaders in this case. Please redesign the
diffuse flow measures.
b. The proposed fill for impact C seems linear. Please provide the USACOE
jurisdictional determination map to confirm this feature is not a stream.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
from you within three weeks, we will assume that you no longer want to pursue this project and
we will consider the project as withdrawn.
401 Oversighl/Express Review Permits 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
N rthCarolina
,i ahrra!!y
An Equal Opportunity/Affirmative Action Employer- 500% Recycled/100% Post Consumer Paper
4W
D. R. Horton
Page 2 of 2
May 5, 2005
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. Debbie Edwards at 919-733-9502
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 Permits Unit
CBK/bs
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Todd Preuninger, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 05-0626 Snann's Mill Subdivision (Durham) On hold

l' Since 1979
THE JOHN R. McADAMS COMPANY, INC.
May 24, 2005
Ms. Cyndi Karoly
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27604
RE: Svvann's Mill Subdivision
DWQ Project # 05-0626
Dear Ms. Karoly:
We have reviewed the Division of Water Quality request for more
information, made in regard to Swann's Mill Subdivision. Tile pennit request
was submitted by on April 11, 2005. Our responses to the review comments
are provided below.
Plan Details:
Ia. You are proposing very high flows into your diffuse flow measures. It is
required that a detention basin precede the level spreaders in this case.
Please redesign the diffuse flow measure
pis of the date of this letter, ive are in the process of resolving this issue
with DIVQ - 401 Unit Staff. We have contacted i'tls. Debbie Edwards,
who referred its to ills. Cynthia Van (let- Wiele, PhD. ills. Van der IViele
their referred its to RIr. Sant Aghimien. On i lay 18, 2005, we
participated in a conference call with AIr. Aghintien. During that call,
we discussed this issue in some detail and have agreed to provide Illr.
Aghinden Wilt additional data. Another conference call (or meetilta)
will be held in the near future to fitrther discuss this issue once 111r.
Aghinden has a chance to review the additional information.
In reviewing the request for additional information (specifically the
Research Triangle Park, tac
Post Office Box 14005 request for a detention basin to precede the level spreaders), live
Research Triangle Park, researched into past permit regltests / approvals and information
North Carolina 27709 presented at a Stornnvater BillP seminar in October 2003. Otir proposal
2905 Meridian Parkvray is consistent with recent permits and the direction givelt for level
Durham, North Carolina 27713 spreader design in the B/11P seminar. Please note that this information
800-733-5646
919-361-5000
919-361-2269 Fax
was presented by ]lip: Todd St. John, PE. Also reference DIVQ Project
#04-0225 (previously approved) for a similar level spreader "splitter-
Charlotte, NC box" device as sholvii in oitr ciii-rent proposal.
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte, North Carolina 28217
800-733-5646
704-527-0800
704-527-2003 Fax
Comprehensive Land Development Design Services
e;erw.johnrmcadams.com M, he'11y cult rlic'nLc .cnc'c'ecal

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
May 24, 2005
Swann's Mill - Phases 2, 3, & 5
1 b. The proposed fill for impact C seems linear. Please provide the USACOE
jurisdictional determination map to confine this feature is not a stream.
To our knowledge, this has been addressed Gy Air. Todd Preruunger at
Soil & Environmental Consultants, PA.
We hope this letter helps to address any outstanding issues with our permit
request. If you have any questions or need any additional information, please
do hesitate to give me a call at [phone].
Sincerely,
Brandon Finch, PE
Senior Project Manager
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project-Name: SWANN's AAA i?Hr4SE 1
Contact Person: 41, . 4A10 c---R-5c41 Phone Number. (?!q ) 36 / - SCacz-J ZEE/ 9'1'
Level Spreader-ID:. 57Z?/L /I pv?ri?Lz
Level Spreader Length C? th
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope %
grass
r Max. Discharge from a 10 Year Stone / 9 9 cfs
Max. Discharge to Level Spreader 3,V. cis
Filter Strip/Buffer Vegetation en ArS s
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, S% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf titter
groundoover)
Pre-treatment or Bypass Method - f Pd-557
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
40 a worksheet for each BMP, design calculations, plans and specifications shmving all Bh1Ps and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project .
licants Initials
Level spreader is at least 13 It per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
tir'4- Pre-Form Scour Holes are odflat slopes only
M I -- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Documenit
AA Bypass method Is specified (if applicable) and plan details and calculations are provided
/tit A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
M11 No structures are located in protected buffers.
/h Plan details for the bypass and outlets are provided.
VIA I VIA operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders ifi series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
- with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area...
2 ? 2005
MA`(
p.t1?-,pJSSO?Q++A? R ??N
,,'+EN t+DS t t
i
Hydraflow Plan View
•
•
Project file: FES10-CB12DESIGN041603.stm I IDF file: Rdu.IDF No. Lines: 5 05-20-2005 1
i
i
THE JOHN R McADAMS
COMPANY, INC.
Hydr*ow Inlet Report
® 0 Page 1
Line Line ID A Inlet I C Q = Q Q Q Junc Curb Inlet Grate Inlet Gutter Flow Byp
line
No time CIA carry capt byp type
Ht L area L W So W Sw Sx depth spread No
(ac) (min) (in/hr) (cfs) (cfs) (cfs) (cfs) (in) (ft) (sqft) (ft) (ft) (ft/ft) (ft) (ft/ft) (ft/ft) (ft) (ft)
1 FES10-CB11 0.21 5.0 7.21 0.78 1.18 20.34 0.00 21.53 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 Offsite
2 CB10-CS11 0.53 5.0 7.21 0.65 2.49 17.86 0.00 20.34 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 1
3 CB12-DI12A 2.99 5.0 7.21 0.60 12.94 0.00 0.00 12.94 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 2
4 CB12-CS12B 0.70 5.0 7.21 0.63 3.18 0.00 0.00 3.18 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 2
5 CB12-CB12C 0.37 5.0 7.21 0.65 1.73 0.00 0.00 1.73 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 2
Project File: FES10-CB12DESIGN041603.stm I-D-F File: Rdu.IDF Total number of lines: 5 Run Date: 05-20-2005
NOTES: Inlet N-Values = 0.013 ; Design depth for grate(s) = 0.3 (ft); Intensity = 99.44 / (Inlet time + 16.30) ^ 0.86; Return period = 10 Yrs. ; ' Indicates Known Q added
• DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : th r (? ANA S? f
Contact Person: f , 4Ac=T2 So.ti Phone Number. (9ig1 3G- 5-cto
Level Spreader ID:. 57VJ LM O w71=At. `'43
"
Level Spreader Length S? ft. (perpendicular to flow)
Drainage Area ac. (on-silo and off-site drainage to the level spreader)
Impervious Area -3: 5Tf ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
r Max. Discharge from a 10 Year Storm .22, 24 cfs
Max. Discharge to Level Spreader- 3.1f-;- cis
FilterStriplBufferVegetation ASS
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method : 61Z r?4-55
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. It a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shoving all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional Information and will substantially delay final review and approval of the project. .
A licants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 It per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
.14 A- No structures pro located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Ma- Bypass method is specified (if applicable) and plan details and calculations are provided
?t1 A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AA No structures are located in'protected buffers.
R- Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
Aj/?_ The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders iii series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
m- inor.v_ariance in protected.buffer.areas. In any event the second level spreader cannot be located in Zone-11-of a protected buffer area
•
Inlet Inlet Area ( Inlet C Inlet CA (acres) imp ac
PH2-A105 Combinatic 0.26 0.6 0.16 0.11
PH2-A104 Combinatic 0.1 0.6 0.06 0.04
PH2-A103 Combinatic 0.15 0.6 0.09 0.06
PH2-A102 Combinatic 0.1 0.8 0.08 0.08
PH2-A101 Combinatic 0.15 0.8 0.12 0.11
PH1-D16C Combinatic 2.2 0.6 1.32 0.92
PHI-CB8ACombinatic 0.08 0.7 0.06 0.05
PH1-CB9 Combinatic 0.16 0.67 0.11 0.09
PH1-CB6B Combinatic 0.57 0.62 0.35 0.26
PH1-CB7ACombinatic 0.06 0.75 0.04 0.04
PH1-CB8 Combinatic 0.22 0.71 0.16 0.13
PH1-CB6ACombinatic 0.53 0.63 0.33 0.25
PH1-CB7 Combinatic 0.17 0.68 0.12 0.09
PH1-CB6 Combinatic 0.37 0.69 0.26 0.21
PH1-CB5 Combinatic 0.24 0.75 0.18 0.16
5.36 2.59
0
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : S wAw.y'S All hN4-sef - f
Contact Person: Ph9noNumber./91 3C/-SZ-,ro
Level Spreader ID:.-`j?L /!? pri?°h'- r G ' '
Level Spreader Length ? ft. (perpendicular to flow)
Drainage Area 56 ao. (on-site and off-site drainage to the level spreader)
Impervious Area /; G 7 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StdplBuffcr Slope % (6% for forested, leaf littler cover, 6% for thick ground cover)'
grass
Max. Discharge from.a 10 Year Storm /Pl. G cfs
Max. Discharge to Loyd Spreader j cfs
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method 13 V, 27d S
(thick ground cover or grass, canopied forestvrith leaf litter
groundcover)
If. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. It a
requirement has not been met, attach an exp/anaUon of itihy. At a minimum, a complete stormvrater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shoving ail BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package v411 result in a request for
additional information and will substantially delay final review and approval of the project .
AnUGcants lnilials
Al 4- vol Lespreader is at least 13 It. per cfs for thick ground cover or grass or 100 It per cis in canopied forest wish leaf
urn Etter.
Pre-Form Scour Holes are on flat slopes only
M A No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
_/ Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from iho bypass
discharge.
structures are located in'protected buffers.
611-Plan details for the bypass and outlets are provided.
_N /A- The operation and maintenance agreement includes annual erosion and vegetation repair.
N/Q The operation and maintenance agreement signed and notarized by the responsible party is provided.
• Level spreaders iri series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% In areas
VAth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located In Zone 1 of a protected buffer area.
L +J
•
Inlet Inlet Area (acres) Inlet C Inlet CA (acres) imp ac
PH2-A31 Combination NCDOT'E' 0.07 0.9 0.06 0.06
PH2-A73 Generic Default 100% 0.3 0.8 0.24 0.23
PH2-A30 Combination NCDOT'E' 0.23 0.5 0.12 0.06
PH2-A72 Generic Default 100% 0.5 0.8 0.4 0.38
PH2-A70 Generic Default 100% 0.35 0.7 0.24 0.20
PH2-A71 Generic Default 100% 0.31 0.8 0.25 0.23
PH2-A28 Combination NCDOT'E' 0.45 0.5 0.23 0.11
PH2-A68 Generic Default 100% 0.38 0.8 0.3 0.29
PH2-A69 Generic Default 100% 0.3 0.8 0.24 0.23
PH2-A27 Combination NCDOT'E' 0.55 0.5 0.28 0.14
PH2-A76 Combination NCDOT'E' 0.52 0.7 0.36 0.30
PH2-A75 Combination NCDOT'E' 1.04 0.5 0.52 0.26
PH2-A66 Generic Default 100% 0.16 0.85 0.14 0.13
PH2-A67 Generic Default 100% 0.61 0.8 0.49 0.46
PH2-A55 Generic Default 100% 0.15 0.8 0.12 0.11
PH2-A53 Generic Default 100% 0.47 0.5 0.24 0.12
PH2-A26 Combination NCDOT'E' 0.17 0.9 0.15 0.16
PH2-A74 Combination NCDOT'E' 0.46 0.5 0.23 0.12
PH2-A65 Generic Default 100% 0.01 0.9 0.01 0.01
PH2-A54 Generic Default 100% 0.31 0.8 0.25 0.23
PH2-A64 Generic Default 100% 0.2 0.6 0.12 0.08
PH2-A25 Combination NCDOT'E' 0.14 0.9 0.13 0.13
PH2-A93 Combination NCDOT'E' 0.12 0.7 0.08 0.07
PH2-A61 Generic Default 100% 0.26 0.8 0.21 0.20
• PH2-A63 Generic Default 100% 0.32 0.6 0.19 0.13
PH2-A24 Combination NCDOT'E' 0.04 0.9 0.04 0.04
PH2-A50 Generic Default 100% 0.31 0.8 0.25 0.23
PH2-A60 Generic Default 100% 0.53 0.75 0.4 0.35
PH2-A62 Generic Default 100% 0.33 0.6 0.2 0.14
PH2-A23 Combination NCDOT'E' 0.07 0.9 0.06 0.06
PH2-A49 Generic Default 100% 0.32 0.8 0.26 0.24
PH2-A48 Generic Default 100% 0.77 0.5 0.39 0.19
PH2-A59 Generic Default 100% 0.08 0.9 0.07 0.07
PH2-A22 Combination NCDOT'E' 0.19 0.8 0.15 0.14
PH2-A58 Combination NCDOT'E' 0.06 0.9 0.05 0.06
PH2-A57 Generic Default 100% 0.4 0.6 0.24 0.17
PH2-A41 Combination NCDOT'E' 0.27 0.8 0.22 0.20
PH2-A45 Generic Default 100% 0.4 0.75 0.3 0.27
PH2-A46 Generic Default 100% 0.3 0.8 0.24 0.23
PH2-A20 Combination NCDOT'E' 0.38 0.8 0.3 0.29
PH2-A56 Generic Default 100% 0.36 0.6 0.22 0.15
PH2-A40 Combination NCDOT'E' 0.16 0.8 0.13 0.12
PH2-A19 Combination NCDOT'E' 0.24 0.7 0.17 0.14
PH2-A39 Combination NCDOT'E' 0.1 0.9 0.09 0.09
PH2-A38 Generic Default 100% 0.12 0.8 0.1 0.09
PH2-A43 Generic Default 100% 0.37 0.75 0.28 0.25
PH2-A18 Combination NCDOT'E' 0.13 0.7 0.09 0.08
PH2-A42 Combination NCDOT'E' 0.19 0.9 0.17 0.17
PH2-A36 Combination NCDOT'E' 0.1 0.9 0.09 0.09
® PH2-A37 Combination NCDOT'E' 0.18 0.9 0.16 0.17
PI-12-Al 7 Combination NCDOT'E' 0.41 0.8 0.33 0.31
•
E
PH2-A92 Generic Default 100% 0.15 0.8 0.12 0.11
PH2-A35 Combination NCDOT'E' 0.41 0.5 0.21 0.10
PH2-A16 Combination NCDOT'E' 0.3 0.7 0.21 0.18
PH2-A90 Combination NCDOT'E' 0.11 0.7 0.08 0.06
PH2-A91 J?NU7ov 30 _ -
PH2-A33 Combination NCDOT'E' 0.07 0.7 0.05 0.04
PH2-A15 Combination NCDOT'E' 0.19 0.9 0.17 0.17
PH2-A89 Combination NCDOT'E' 0.25 0.5 0.13 0.06
PH2-A32 Combination NCDOT'E' 0.08 0.7 0.06 0.05
PH2-A14 Combination NCDOT'E' 0.11 0.9 0.1 0.10
PH2-A88 Combination NCDOT'E' 0.12 0.9 0.11 0.11
PH2-A13 Combination NCDOT'E' 0.2 0.8 0.16 0.15
PH2-A87 Combination NCDOT'E' 0.1 0.9 0.09 0.09
PH2-A12 Combination NCDOT'E' 0.1 0.7 0.07 0.06
PH2-A11 Combination NCDOT'E' 0.01 0.9 0.01 0.01
PH2-A85 Combination NCDOT'E' 0.15 0.7 0.11 0.09
PH2-A94 Combination NCDOT'E' 0.06 0.9 0.05 0.06
PH2-A84 Combination NCDOT'E'. 0.2 0.65 0.13 0.10
PH2-A10 Combination NCDOT'E' 0.08 0.8 0.06 0.06
PH2-A8 Combination NCDOT'E' 0.18 0.5 0.09 0.05
PH2-A9 Combination NCDOT'E' 0.08 0.8 0.06 0.06
PH2-A100 Combination NCDOT'E' 0.08 0.9 0.07 0.07
PH2-A81 Combination NCDOT'E' 0.11 0.9 0.1 0.10
PH2-A7 Combination NCDOT'E' 0.05 0.9 0.05 0.05
PH2-A6 Combination NCDOT'E' 0.55 0.5 0.28 0.14
PH2-A99 Combination NCDOT'E' 0.34 0.5 0.17 0.09
PH2-A80 Combination NCDOT'E' 0.31 0.7 0.22 0.18
PH2-A5 Combination NCDOT'E' 0.05 0.9 0.05 0.05
PH2-A98 Combination NCDOT'E' 0.14 0.5 0.07 0.04
PH2-A79 Combination NCDOT'E' 0.33 0.5 0.17 0.08
PH2-A4 Combination NCDOT'E' 0.04 0.9 0.04 0.04
PH2-A97 Combination NCDOT'E' 0.16 0.5 0.08 0.04
PH2-A78 Combination NCDOT'E' 0.06 0.9 0.05 0.06
PH2-A3 Combination NCDOT'E' 0.05 0.9 0.05 0.05
PH2-A96 Combination NCDOT'E' 0.87 0.5 0.44 0.22
PH2-A77 Combination NCDOT'E' 0.16 0.9 0.14 0.15
PH2-A2 Combination NCDOT'E' 0.64 0.5 0.32 0.16
PH2-A95 Combination NCDOT'E' 0.08 0.9 0.07 0.07
PH2-A1 Combination NCDOT'E' 0.07 0.9 0.06 0.06
PH1-D13C Generic Default 100% 2 0.62 1.24 0.90
PH1-D13B Generic Default 100% 0.1 0.6 0.06 0.04
PH1-CB3ACombination NCDOT'E' 0.68 0.65 0.44 0.34
PH1-CB3 Combination NCDOT'E' 0.39 0.66 0.26 0.20
PH1-CB2 Combination NCDOT'E' 0.16 0.75 0.12 0.11
25.56 13.67
El
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: SWAWJS MILL- PN 4 8 to e i'62.zioN or- Pfa S (FGS 4S)
Contact Person: MR.5ALMAN MOAZZAN?Pe Phone Number: (Rt`t) 361-Soot,
Level Spreader ID:.
Level Spreader Length 18$ ft
Drainage Area 1q. 90, ac.
Impervious Area If. 5'7 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm g I cfs
Max. Discharge to Level Spreader 14.4 cfs
Filter Strip/Buffer Vegetation G20 coVE V_ /C g6ss

Pre-treatment or Bypass Method r-sy FN _<'s
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
I "/142 ) STmm Fv 8KV
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Sr-l Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
SM No structures are located in protected buffers"
If bypass method specified in the Draft Level Spreader Design Option Document:
5M Bypass method is specified (if applicable) and plan details and calculations are provided
SM Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
Sam No structures are located in protected buffers.
S M Plan details for the bypass and outlets are provided.
N/A The operation and maintenance agreement includes annual erosion and vegetation repair.
rl/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
40
X:\Projects\TRH002010\Land\Phase 4\TRH2010x.dwg, 03/30/2005 08:51:09 AM, thieu, 1:40 0

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E
P-226 CB-45 ?
42 inch P- 25 TC=292.92 I

16.OOLF
1
00 % -
INVIN=286.50
40 { jP 2
INVOUT=286

CB-46
@
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45
- TC=293.11
INVIN 279.00 JB-45 122.OOLF° I 34.OOL I
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INVOUT=279.00 RIVI=285. .
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INVOUT=286.86

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V

42 inch
42
inch i
INVOUT= 7).16 @1.06 % i
i i P-223
102.OOLF @1.02 %

I 42 inch
I
i !CB-47
f TC=294.32
INVIN=288.10
INVOUT=288.00 .
- `
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TC=295.52
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I 31.OOLF
Title: Swann's Mill Phase 4&6 Project Engineer. M.ANDERSON/DDT
x:\..\stormcalcs\phase4thphase6-030205.stm The John R. McAdams Company StormCAD v4.1.1 [4.2014]
03130/05 09:01:42 AM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
® DWQ Project
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : SWANN-1 M I LL - PH 4 d U e ?oeT r orl o f PI46
Contact Person: MR. SALM A N MDAZZ A M r PE* Phone Number. l 3 1
Level Spreader ID:.
Level Spreader Length ft.
Drainage Area o • ac.
Impervious Area O. 4 -7 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 3.75 cfs
Max. Discharge to Level Spreader 0.15 cfs
Filter Strip/Buffer Vegetation (,p-Iot EP-/6iZA!,5
Pre-treatment or Bypass Method W PASS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
? I"! HR ) SroRhA 1--vun4 T
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
5M Level spreader is at least 13 It. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
U / R Pre-Form Scour Holes are on flat slopes only
ern No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
5M Bypass method is specified (if applicable) and plan details and calculations are provided
SM Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
e?Yl No structures are located in protected buffers.
SM Plan details for the bypass and outlets are provided.
N/A The operation and maintenance agreement includes annual erosion and vegetation repair.
0/0, The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
s • s
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Scenario: I OYrAnalysis
P
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INVIN=277.00
N VOU T=277.00
JB-46\
\ \ RIM=280.00
IN\VIN=277.20
IN UT=277.10
P-240
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The John R. McAdams Company
®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
CB-70 /,P-24'
TC=291.16 I 15 inch
NVOUT=287.03 - 31.00LF
@1.23 % j
P-2441
41'41 P-245'
CB-7 ! 31.OOLF
TC=290.03 15 inch
INVOUT=287.31
F! @1.00 % ,
! i
,
'? Fri l
Project Engineer. M.ANDERSON/DDT
StormCAD v4.1.1 [4.2014]
Page 1 of 1
Title: Swann's Mill Phase 486
x:\...Gstormcalcs\phase4thp hase 6-030205. stm
03/30/05 08:58:42 AM
FES 45:
® Label Area (acres) Inlet C Inlet CA (acres) Impervious Area (ac)
DI-17 0.06 0.65 0.04 0.03
CB-42 0.32 0.84 0.27 0.26
DI-15 0.06 0.65 0.04 0.03
01-16 0.23 0.53 0.12 0.07
CB-41 0.51 0.75 0.38 0.34
DI-14 0.24 0.52 013 0.07
DI-13 0.07 0.61 0.04 0.03
DI-39 0.44 0.62 0.27 0.20
CB-40 0.24 0.9 0.22 0.22
DI-11 0.11 0.51 0.06 0.03
DI-12 0.27 0.53 0.14 0.08
CB-37 0.55 0.75 0.41 0.37
CB-38 0.21 0.84 0.18 0.17
DI-33 0.06 0.55 0.03 0.02
DI-34 0.04 0.5 0.02 0.01
DI-10 0.24 0.5 0.12 0.06
CB-20 0.23 0.9 0.21 0.21
CB-36 0.38 0.84 0.32 0.31
DI-32 0.25 0.57 0.14 0.09
DI-30 0.07 0.61 0.04 0.03
DI-31 0.04 0.5 0.02 0.01
DI-9 0.07 0.61 0.04 0.03
CB-19 0.18 0.75 0.13 0.12
CB-35 0.16 0.73 0.12 0.10
DI-29 0.21 0.61 0.13 0.09
DI-24 0.09 0.62 0.06 0.04
CB-8 0.02 0.35 0.01 0.00
CB-18 0.34 0.9 0.31 0.31
DI-28 0.16 0.5 0.08 0.04
CB-27 0.33 0.86 0.28 0.28
DI-23 0.2 0.53 0.11 0.06
C11-7 0.31 0.87 0.27 0.27
CB-25 0.17 0.88 0.15 0.15
CB-26 0.4 0.88 0.35 0.35
CB-6 0.16 0.8 0.13 0.12
CB-5 0.33 0.93 0.31 0.32
E7A 0.04 0.5 0.02 0.01
DI-21 0.19 0.57 0.11 0.07
CB-4 0.17 0.7 0.12 0.10
E19 O.C6 0.45 0.03 0.01
CB-3 0.32 0.8 0.26 0.24
E18 0.07 0.52 0.04 0.02
E17 0.27 0.88 0.24 0.24
E27 0.46 0.63 0.29 0.21
E26 0.55 0.63 0.34 0.26
E16 0.47 0.88 0.41 0.42
E15 0.34 0.88 0.3 0.30
E24 0.5 0.63 0.31 0.23
E25 0.33 0.77 0.25 0.23
E14 0.23 0.88 0.2 0.20
E23 0.4 0.77 0.31 0.28
E13 0.29 0.88 0.26 0.26
E22 0.53 0.44 0.23 0.08
E12 0.1 0.35 0.03 0.00
E11 0.04 0.99 0.04 0.04
E21 0.17 0.88 0.15 0.15
E10 0.18 0.58 0.11 0.07
E9 0.28 0.61 0.17 0.12
E20 0.16 0.74 0.12 0.10
E7 0.11 0.73 0.08 0.07
E6 0.2 0.53 0.11 0.06
E5 0.13 0.58 0.08 0.05
E4 0.38 0.67 0.25 0.20
E3 0.23 0.99 0.23 0.25
E2 0.02 0.99 0.02 0.02
E1 0.02 0.99 0.02 0.02
D8 0.17 0.66 0.11 0.09
D7 0.24 0.63 0.15 0.11
D18 0.38 0.77 0.29 0.27
D6 0.13 0.63 0.08 0.06
CB-64 0.45 0.66 0.3 0.23
CB-65 (EX D17) 0.18 0.75 0.13 0.12
CB-63 (EX D18) 0.11 0.68 0.07 0.06
CB-61 0.17 0.84 0.14 0.14
CB-62 (EX D19) 0.11 0.68 0.07 0.06
CB-57 0.79 0.56 0.44 0.28
CB-59 0.06 0.95 0.06 0.06
CB-60 (EX DI10) 0.15 0.67 0.1 0.08
CB-56 0.15 0.67 0.1 0.08
CB-58 (EX DI 11) 0.06 0.95 0.06 0.06
CB-54 0.22 0.68 0.15 0.12
CB-55 (EX D112) 0.16 0.61 0.1 0.07
CB-53 0.36 0.7 0.25 0.21
CB-52 0.1 0.65 0.07 0.05
CB-51 0.25 0.64 0.16 0.12
CB-50 0.13 0.72 0.09 0.08
CB-49 0.18 0.68 0.12 0.10
CB-48 0.11 0.68 0.07 0.06
CB-47 0.05 0.95 0.05 0.05
CB-46 0.12 0.7 0.08 0.07
CB-45 0.16 0.76 0.12 0.11
19.98 TOTAL AREA= 11.97 Total Impervious Area
FES 46:
Label Area (acres) Inlet C Inlet CA (acres) Impervious Area (ac)
CB-75 0.69 0.76 0.52 0.47
0.69 TOTAL AREA= 0.47 Total Impervious Area
r ??

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
June 1, 2005
S&EC Project # 6823.W0
DWQ Project # 05-0626
Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's May 5, 2005 request for additional
information
Swann's Mill Subdivision, Phases II, III, and IV U IR k 0W
Durliani County, North Carolina i? (1 V D
JUN 1- 2005
Dear Ms. Karoly: DENR - WATER QUALITY
ViETLANDS AND STCRMW ATER Eft4f.CH
This letter is in response to your letter dated May 5, 2005 (copy attached), which
requested additional information for the proposed Phases II, III, & IV of Swann's Mill
Subdivision.
Additional Information Requested
1. Plan Details
a. You are proposing very high flows into your diff use flow measures. It is
required that a detention basin precede the level spreaders in this case.
Please redesign the diffnuse flow measures.
The requested information was sent under separate cover by the John R. McAdams
Company, Inc.
b. The proposed fill for impact C seems linear. Please provide the USA COE
jurisdictional determination maps to confirm this feature is not a stream
The USACOE jurisdictional determination maps only depict the feature as linear and
do not specify weather it is a stream or wetland (see attached signed JD maps). However,
Ms. Deborah Edwards of the NC-DWQ conducted a site visit on March 4, 2002 to make
Neuse River Buffer Determinations. A copy of the letter is attached (NBRRO 02-046).
Ms. Edwards determined that feature E, which is associated with proposed impact C, is
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E LTwndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

not subject to the Neuse River Riparian Buffers. Therefore the feature is either an
ephemeral stream or a linear wetland.
Please call if you have any questions or require further explanation.
Sincerely, y?
Todd Preuninger
Attachments: 1) DWQ letter dated May 5, 2005
2) Neuse River Buffer letter (NBRRO 02-046)
3) USACE Jurisdictional Maps
cc. Mr. Eric Kulz
NC-DWQ (regional office)
2
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name: SWANN's Mi(I PPONSe f
Contact Person: 41. 4A/0G7Z504/ Phone Number. (719_) 36 / - Sogo
Level Spreader.ID:. Ov7191-LZ
Level Spreader Length -3ft.
Drainage Area /11
ac.
Impervious Area as
Maximum Filler StriplBuffer Slope %,
grass
Max. Discharge from a 10 Year Storm /77 cis
Max. Discharge to Level Spreader 31-0 efs
Filter Strip/Buffer Vegetation C n-s s
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(06 for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest Wth leaf litter
groundcover)
Pre-treatment or Bypass Method -''y Pass
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the fotloMng design requirements have been met and supporting documentation is attached. It a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
• a worksheet for each BMP, design calculations, plans and specifications shoving all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package Wit result in a request for
additional information and will substantially delay final review and approval of the project .
Anrlic,ants initials
Level spreader is at least 13 ft per cis for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
Alf Pre-Form Scour Holes are on'llat slopes only
M /9- No structures are located in protected butters'
If bypass method specified in the Draft Level Spreader Design Option Document:
AI A Bypass method is specified (if applicable) and plan details and calculations are provided
/h f Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
/31 A No structures are located in protected buffers.
/h Plan details for the bypass and outlets are provided.
N A The operation and maintenance agreement includes annual erosion and vegetation repair.
I VIA The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders iri series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor varlance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area...
.. ads o
ER6RFS.CN
. DEH?-WAT??n0
v?'ETli+i?DS ANS `' .
Hydraflow
Plan View
s •
Project file: FES10-CB12DESIGN041603.stm OF file: Rdu.IDF I No. Lines: 5 1 05-20-2005 1
Hyd0low Inlet Report is ® Page 1
Line Line ID A Inlet I C Q = Q Q Q Junc Curb Inlet Grate Inlet Gutter Flow Byp
b line
No time CIA carry capt yp type
Ht L area L W So W Sw Sx depth spread No
(ac) (min) (in/hr) (cfs) (cfs) (cfs) (cfs) (in) (ft) (sqft) (ft) (ft) (ft/ft) (ft) (ft/ft) (ft/ft) (ft) (ft)
1 FES10-CB11 0.21 5.0 7.21 0.78 1.18 20.34 0.00 21.53 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 Offsite
2 CB10-CB11 0.53 5.0 7.21 0.65 2.49 17.86 0.00 20.34 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 1
3 CB12-DI12A 2.99 5.0 7.21 0.60 12.94 0.00 0.00 12.94 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 2
4 CB12-CB12B 0.70 5.0 7.21 0.63 3.18 0.00 0.00 3.18 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 2
5 CB12-CB12C 0.37 5.0 7.21 0.65 1.73 0.00 0.00 1.73 MH 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 2
Project File: FES10-CB12DESIGN041603.stm I-D-F File: Rdu.IDF Total number of lines: 5 Run Date: 05-20-2005
NOTES: Inlet N-Values = 0.013 ; Design depth for grate(s) = 0.3 (ft); Intensity = 99.44 / (Inlet time + 16.30) ^ 0.86; Return period = 10 Yrs. ; ' Indicates Known Q added
® DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: SW AM-Air"'
A/Avc /))10 PIAA5Lc f
Contact Perscn: f , ?,t/r?`=7ZSo.v Phone Number. f A?) 3G- Tz:r E/9/
Level Spreader ID:.
S ?tim o vTt=ALL `'r3 "
Level Spreader Length $^ ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area ;?: 5-r/ ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 2 Z, Z cis
Max. Discharge to Level Spreader. 3.9s'L cfs
Filter StriplBuffer Vegetation 4(?5 (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass14ethod Pl-55
H. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the follovring design requirements have been met and supporting documentation is attached. If a
requxoniont has not been met, attach an explanation of uhy. At a minimum, a complete stormwater management plan submittal includes
® a worksheet for each BMP, design calculations, plans and specifications shoving all EMPs and ouQet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project. .
A Gcants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
?0_&_No structures pro located in protected buffers'
11 bypass method specified in the Draft Level Spreader Design Option Document:
MA- Bypass method is specified (if applicable) and plan details and calculations are provided
I?t A Dischargo to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AI A No structures are located in protected buffers.
14- Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders iii series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor.v_ariance in protected-buffer-areas. In any event the-second level spreader cannot be.located In-Zone.1_of a protected buffer-area -
r?
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C.
Inlet
PH2-A105 Combinatic
PI-12-Al 04 Combinatic
PI-12-A103 Combinatic
PI-12-Al 02 Combinatic
PH2-A101 Combinatic
PH1-D16C Combinatic
PH1-CB8ACombinatic
PH1-CB9 Combinatic
PH1-C13613Combinatic
PH1-CB7ACombinatic
PHI-CB8 Combinatic
PH1-C136ACombinatic
PHI-CB7 Combinatic
PH1-CB6 Combinatic
PH1-CB5 Combinatic
Inlet Area ( Inlet C Inlet CA (acres)
0.26 0.6
0.1 0.6
0.15 0.6
0.1 0.8
0.15 0.8
2.2 0.6
0.08 0.7
0.16 0.67
0.57 0.62
0.06 0.75
0.22 0.71
0.53 0.63
0.17 0.68
0.37 0.69
0.24 0.75
5.36
0.16
0.06
0.09
0.08
0.12
1.32
0.06
0.11
0.35
0.04
0.16
0.33
0.12
0.26
0.18
imp ac
0.11
0.04
0.06
0.08
0.11
0.92
0.05
0.09
0.26
0.04
0.13
0.25
0.09
0.21
0.16
2.59
r1
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® DWQ Project
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : rV4v / PA14- L-- I
Contact Person: Ab-=)?-sOt/ Ph9neNumber f?I/?) 3C/-?aoo
Level Spreader ID:?j ?fL.? 4v??'? r G
Level Spreader Length ft. (perpendicular to flow)
Drainage Area ,7 s_ 5 ( ac. (on-site and off-sito drainage to the level spreader)
Impervious Area /; G 7 ac. (on-site and off-sito drainage to the level spreader)
Maximum Filter StripiBuffer Slope % (6% for forested, leaf ritller cover, 8% for thick ground cover)"
grass
r Max. Discharge from a 10 Year Storm / a/. 6 cis
Max. Discharge to Level Spreader -1 cfs
FilterStrip/Buffer Vegetation 6 ,S
Pre-treatment or Bypass Method 3V, ?fI5S
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the fol!ovring design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of ?thy, At a minimum, a complete stormwaler management plan submittal includes
a worksheet for each Bh1P, design calculations, plans and specifications showing a1 BMPs and outlet structure details, a detailed
® drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project .
Ar>olicnnts Inifiats
M A- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest vrilh leaf
f??? titter.
Pre-Form Scour Holes are on flat slopes only
M A- No structures are located in protected buffers'
If bypass method specified in tho Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Al ff Discharge to level spreader and subsequent filter strip Is hydraulically and spatially separate from the bypass
discharge.
?1l( No structures are located in'protected buffers.
6j M Plan details for the bypass and outlets are provided,
N14 The operation and maintenance agreement includes annual erosion and vegetation repair.
NLA1 The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% In areas
VAth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor vadanco in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
0
®
Inlet Inlet Area (acres) Inlet C Inlet CA (acres) imp ac
PH2-A31 Combination NCDOT'E' 0.07 0.9 0.06 0.06
PH2-A73 Generic Default 100% 0.3 0.8 0.24 0.23
PH2-A30 Combination NCDOT'E' 0.23 0.5 0.12 0.06
PH2-A72 Generic Default 100% 0.5 0.8 0.4 0.38
PH2-A70 Generic Default 100% 0.35 0.7 0.24 0.20
PH2-A71 Generic Default 100% 0.31 0.8 0.25 0.23
PH2-A28 Combination NCDOT'E' 0.45 0.5 0.23 0.11
PH2-A68 Generic Default 100% 0.38 0.8 0.3 0.29
PH2-A69 Generic Default 100% 0.3 0.8 0.24 0.23
PH2-A27 Combination NCDOT 'E' 0.55 0.5 0.28 0.14
PH2-A76 Combination NCDOT 'E' 0.52 0.7 0.36 0.30
PH2-A75 Combination NCDOT 'E' 1.04 0.5 0.52 0.26
PH2-A66 Generic Default 100% 0.16 0.85 0.14 0.13
PH2-A67 Generic Default 100% 0.61 0.8 0.49 0.46
PH2-A55 Generic Default 100% 0.15 0.8 0.12 0.11
PI-12-A53 Generic Default 100% 0.47 0.5 0.24 0.12
PH2-A26 Combination NCDOT'E' 0.17 0.9 0.15 0.16
PH2-A74 Combination NCDOT'E' 0.46 0.5 0.23 0.12
PI-12-A65 Generic Default 100% 0.01 0.9 0.01 0.01
PH2-A54 Generic Default 100% 0.31 0.8 0.25 0.23
PH2-A64 Generic Default 100% 0.2 0.6 0.12 0.08
PH2-A25 Combination NCDOT'E' 0.14 0.9 0.13 0.13
PH2-A93 Combination NCDOT'E' 0.12 0.7 0.08 0.07
PH2-A61 Generic Default 100% 0.26 0.8 0.21 0.20
® PH2-A63 Generic Default 100% 0.32 0.6 0.19 0.13
PH2-A24 Combination NCDOT'E' 0.04 0.9 0.04 0.04
PI-12-A50 Generic Default 100% 0.31 0.8 0.25 0.23
PH2-A60 Generic Default 100% 0.53 0.75 0.4 0.35
PH2-A62 Generic Default 100% 0.33 0.6 0.2 0.14
PH2-A23 Combination NCDOT'E' 0.07 0.9 0.06 0.06
PH2-A49 Generic Default 100% 0.32 0.8 0.26 0.24
PH2-A48 Generic Default 100% 0.77 0.5 0.39 0.19
PH2-A59 Generic Default 100% 0.08 0.9 0.07 0.07
PH2-A22 Combination NCDOT'E' 0.19 0.8 0.15 0.14
PH2-A58 Combination NCDOT'E' 0.06 0.9 0.05 0.06
PH2-A57 Generic Default 100% 0.4 0.6 0.24 0.17
PH2-A41 Combination NCDOT'E' 0.27 0.8 0.22 0.20
PH2-A45 Generic Default 100% 0.4 0.75 0.3 0.27
PH2-A46 Generic Default 100% 0.3 0.8 0.24 0.23
PH2-A20 Combination NCDOT'E' 0.38 0.8 0.3 0.29
PH2-A56 Generic Default 100% 0.36 0.6 0.22 0.15
PH2-A40 Combination NCDOT'E' 0.16 0.8 0.13 0.12
PH2-A19 Combination NCDOT'E' 0.24 0.7 0.17 0.14
PH2-A39 Combination NCDOT'E' 0.1 0.9 0.09 0.09
PH2-A38 Generic Default 100% 0.12 0.8 0.1 0.09
PH2-A43 Generic Default 100% 0.37 0.75 0.28 0.25
PI-12-Al 8 Combination NCDOT'E' 0.13 0.7 0.09 0.08
PH2-A42 Combination NCDOT'E' 0.19 0.9 0.17 0.17
PH2-A36 Combination NCDOT'E' 0.1 0.9 0.09 0.09
PH2-A37 Combination NCDOT'E' 0.18 0.9 0.16 0.17
® PI-12-Al 7 Combination NCDOT'E' 0.41 0.8 0.33 0.31
0
•
PH2-A92 Generic Default 100% 0.15 0.8 0.12 0.11
PH2-A35 Combination NCDOT'E' 0.41 0.5 0.21 0.10
PH2-A16 Combination NCDOT'E' 0.3 0.7 0.21 0.18
PH2-A90 Combination NCDOT'E' 0.11 0.7 0.08 0.06
PH2-A91 Jut c o- ?.-/- ` - -
PH2-A33 Combination NCDOT'E' 0.07 0.7 0.05 0.04
PH2-A15 Combination NCDOT'E' 0.19 0.9 0.17 0.17
PH2-A89 Combination NCDOT'E' 0.25 0.5 0.13 0.06
PH2-A32 Combination NCDOT'E' 0.08 0.7 0.06 0.05
PH2-A14 Combination NCDOT'E' 0.11 0.9 0.1 0.10
PH2-A88 Combination NCDOT'E' 0.12 0.9 0.11 0.11
PH2-A13 Combination NCDOT 'E' 0.2 0.8 0.16 0.15
PH2-A87 Combination NCDOT'E' 0.1 0.9 0.09 0.09
PI-12-Al 2 Combination NCDOT'E' 0.1 0.7 0.07 0.06
PH2-A11 Combination NCDOT'E' 0.01 0.9 0.01 0.01
PH2-A85 Combination NCDOT'E' 0.15 0.7 0.11 0.09
PH2-A94 Combination NCDOT'E' 0.06 0.9 0.05 0.06
PH2-A84 Combination NCDOT'E'. 0.2 0.65 0.13 0.10
PH2-A10 Combination NCDOT'E' 0.08 0.8 0.06 0.06
PH2-P.8 Combination NCDOT'E' 0.18 0.5 0.09 0.05
PH2-A9 Combination NCDOT'E' 0.08 0.8 0.06 0.06
PH2-A100 Combination NCDOT'E' 0.08 0.9 0.07 0.07
PH2-A81 Combination NCDOT'E' 0.11 0.9 0.1 0.10
PH2-A7 Combination NCDOT'E' 0.05 0.9 0.05 0.05
PH2-A6 Combination NCDOT'E' 0.55 0.5 0.28 0.14
PH2-A99 Combination NCDOT'E' 0.34 0.5 0.17 0.09
PH2-A80 Combination NCDOT'E' 0.31 0.7 0.22 0.18
PH2-A5 Combination NCDOT'E' 0.05 0.9 0.05 0.05
PH2-A98 Combination NCDOT'E' 0.14 0.5 0.07 0.04
PH2-A79 Combination NCDOT'E' 0.33 0.5 0.17 0.08
PH2-A4 Combination NCDOT'E' 0.04 0.9 0.04 0.04
PH2-A97 Combination NCDOT 'E' 0.16 0.5 0.08 0.04
PH2-A78 Combination NCDOT'E' 0.06 0.9 0.05 0.06
PH2-A3 Combination NCDOT'E' 0.05 0.9 0.05 0.05
PH2-A96 Combination NCDOT'E' 0.87 0.5 0.44 0.22
PH2-A77 Combination NCDOT'E' 0.16 0.9 0.14 0.15
PH2-A2 Combination NCDOT'E' 0.64 0.5 0.32 0.16
PH2-A95 Combination NCDOT'E' 0.08 0.9 0.07 0.07
PH2-A1 Combination NCDOT'E' 0.07 0.9 0.06 0.06
PH1-D13C Generic Default 100% 2 0.62 1.24 0.90
PH1-D13B Generic Default 100% 0.1 0.6 0.06 0.04
PHI-CB3ACombination NCDOT'E' 0.68 0.65 0.44 0.34
PH1-CB3 Combination NCDOT'E' 0.39 0.66 0.26 0.20
PH1-CB2 Combination NCDOT'E' 0.16 0.75 0.12 0.11
25.56 13.67
r

DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: SWA0J!5 MIL-L- 'PN 4 8 to e '02-'TiDN of P44 5 (5E5 45)
Contact Person: M R. 5ALMA Q MoAZZA r i P E Phone Number: (q 0 ) 36, t- 5000
Level Spreader ID:.
Level Spreader Length 168 ft.
Drainage Area I R, 99, ac.
Impervious Area I I. 9'I ac.
Maximum Filter Strip,'Buffer Slope %
grass
Max. Discharge from a 10 Year Storm g I cfs
Max. Discharge to Level Spreader 14.4 cfs
Filter Strip/Buffer Vegetation C ocoyE /GRASS

Pre-treatment or Bypass Method r2--?YPNs6
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)`
C I "/ 14 R) STu-- m F-\) e Kr
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
® a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
SAq Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
SM No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
5M Bypass method is specified (if applicable) and plan details and calculations are provided
SM Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
?3rvl No structures are located in protected buffers.
2M Plan details for the bypass and outlets are provided.
N/A The operation and maintenance agreement includes annual erosion and vegetation repair.
^i/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
r?
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X:1Projects7's-020101Land\Phase 41TRH2010x.dwg, 03130/2005 08:51:09 AM, thieu,1:40

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Scenario: 10YrAnalysis
FES-45
INVIN=279.00
INVOUT=279.00

P-226
42 inch
16.OOLF
@1.00 %
CB-45
P- 25 TC=292.92
INVOUT=286 40 j ! P-224
JB-45 122.OOLF
@5.85% 34.00E
R1M=285.0 42 inch
INVIN=279. q 42 inch
INVOUT=279.16 @1.06 % j
CB-46
TC=293.11
INVIN=286.96
INVOUT=286.86
P-223
102.OOLF @1.02 %
42 inch
I
Title: Swann's Mill Phase 4&6
x:\ .. \stormcalcs\ph ase4thphase6-030205.stm
03130/05 09:01:42 AM
I
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1CB-47
TC=294.32
1NVIN=288.10
1NVOUT=288.00 .
42 inch`. CB-48TC=295.52
P-222 41
INVIN=288.90
@1.71 %%``--' _^----- INVOU_ T=288.80
I 31.OOLF
Project Engineer. M.ANDERSON/DDT
The John R. McAdams Company StormCAD v4.1.1 (4.2014]
© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
® DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: SWANNs M I LL - PH 4 (S U'e?02T r of t 0 F PHS FMS 41.)
Contact Person: MR. SALM A N MDAZZ A tA I FRF-• Phone Number: (9 tq) 3 [71-GcOO
Level Spreader ID: .
Level Spreader Length I ft. (perpendicular to flow)
Drainage Area o • `I ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0. 4'I ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 3.-7,5 cfs
Max. Discharge to Level Spreader 0.-75 cfs
Filter Strip/Buffer Vegetation t BZ /(S iZASs
? I"/ HR ) SroRrA Tlvtr l T
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method BYPASS
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not heen met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
® a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantia,ly delay final review and approval of the project.
Applicants Initials
SM Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
k) / P, Pre-Form Scour Holes are on flat slopes only
5rn No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
VA Bypass method is specified (if applicable) and plan details and calculations are provided
SM Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
SY) No structures are located in protected buffers.
Srvl Plan details for the bypass and outlets are provided.
NA The operation and maintenance agreement includes annual erosion and vegetation repair.
0/4 The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
r?
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P
FES-46
INVIN=277.00
`. IN VOU T=277.00
JB-46;\
\ \ RIM=280.00
I VIN=277.20
IN UT=277.10
P-240
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?100%
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?.TC=285.50
1NVOUT=279.75
P-219
108.OOLF
@1.62
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\
RIh1II=282.00
J?-47 INV N=278.00 \
\ INNVOUT=277.90
The John R. McAdams Company
O Haestad r.1ethods, Inc. 37 Brookside Road Waterbury, CT 06703 USA *1-203-755-1666
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CB-70 ' P-24'
TC=291.16 I 15 inch
INVOUT=287.03 r_.' 31.OOLF
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INVOUT=287.31
ti @1.00 % f I I
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Project Engineer. M.ANDERSON/DDT
StormCAD v4.1.1 [4.2014]
Page 1 of 1
Title: Swarm's Mill Phase 4&6
x:\...\stormcalcs\phase4thphase6-030205. stm
03130/05 08:58:42 Ah1
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FES-46
INVIN=277.00
` INVOUT=277.00
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VIN=277.20
IN UT-277.10
7
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P
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10.OOLF
01.00 %
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P-230
68.OOLF
@1.03 %
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JB-4/ INV N 27800
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The John R. McAdams Company
0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203.755.1660
P-24
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INUCUT=28731 I @1.00 % I
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StormCAD v4.1.1 (4.20141
Page 1 of 1
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Title: Swann's Mill Phase 4&6
x:\...\stormcalcs\phase4thphase6-030205.stm
03130105 08:58:42 AM
FES 45:
® Label Area (acres) Inlet C Inlet CA (acres) Impervious Area (ac)
DI-17 0.06 0.65 0.04 0.03
CB-42 0.32 0.84 0.27 0.26
DI-15 0.06 0.65 0.04 0.03
DI-16 0.23 0.53 0.12 0.07
CB-41 0.51 0.75 0.38 0.34
DI-14 0.24 0.52 0.13 0.07
DI-13 0.07 0.61 0.04 0.03
DI-39 0.44 0.62 0.27 0.20
CB-40 0.24 0.9 0.22 0.22
DI-11 0.11 0.51 0.06 0.03
DI-12 0.27 0.53 0.14 0.08
CB-37 0.55 0.75 0.41 0.37
CB-38 0.21 0.84 0.18 0.17
DI-33 0.06 0.55 0.03 0.02
DI-34 0.04 0.5 0.02 0.01
DI-10 0.24 0.5 0.12 0.06
CB-20 0.23 0.9 0.21 0.21
CB-36 0.38 0.84 0.32 0.31
DI-32 0.25 0.57 0.14 0.09
DI-30 0.07 0.61 0.04 0.03
DI-31 0.04 0.5 0.02 0.01
DI-9 0.07 0.61 0.04 0.03
CB-19 0.18 0.75 0.13 0.12
CB-35 0.16 0.73 0.12 0.10
DI-29 0.21 0.61 0.13 0.09
DI-24 0.09 0.62 0.06 0.04
CB-8 0.02 0.35 0.01 0.00
CB-18 0.34 0.9 0.31 0.31
DI-28 0.16 0.5 0.08 0.04
CB-27 0.33 0.86 0.28 0.28
DI-23 0.2 0.53 0.11 0.06
CB-7 0.31 0.87 0.27 0 27
CB-25 0.17 0.88 0.15 0.15
CB-26 0.4 0.88 0.35 0.35
CB-6 0.16 0.8 0.13 0.12
CB-5 0.33 0.93 0.31 0.32
E7A 0.04 0.5 0.02 0.01
DI-21 0.19 0.57 0.11 0.07
CB-4 0.17 0.7 0.12 0.10
E19 0.06 0.45 0.03 0.01
CB-3 0.32 0.8 0.26 0.24
E18 0.07 0.52 0.04 0.02
E17 0.27 0.88 0.24 0.24
E27 0.46 0.63 0.29 021
E26 0.55 0.63 0.34 0.26
E16 0.47 0.88 0.41 0.42
E15 0.34 0.88 0.3 0.30
E24 0.5 0.63 0.31 0.23
E25 0.33 0.77 0.25 0.23
E14 0.23 0.88 0.2 0.20
E23 0.4 0.77 0.31 0.28
E13 0.29 0.88 0.26 0.26
E22 0.53 0.44 0.23 0.08
E12 0.1 0.35 0.03 0.00
E11 0.04 0.99 0.04 0.04
E21 0.17 0,88 0.15 0.15
E10 0.18 0.58 0.11 0.07
E9 0.28 0.61 0.17 0.12
E20 0.16 0.74 0.12 0.10
E7 0.11 0.73 0.08 0.07
E6 0.2 0.53 0.11 0.06
E5 0.13 0.58 0.08 0.05
E4 0.38 0.67 0.25 0.20
E3 0.23 0.99 0.23 0.25
E2 0.02 0.99 0.02 0.02
E1
D8 0.02
0.17 0.99
0.66 0.02
0.11 0.02
0.09
D7 0.24 0.63 0.15 0.11
Project: Scale:
02-6823 1" =1320'
Project Date:
Mqr.: TP 1128102
Figure 2- Soil Survey
Hebron Road
Torrey Homes
Durham, Durham Co., NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
D18
D6 6 0.38
0.13 0.77
0.63 0.29
0.08 0.27
0.06
CB-64 0.45 0.66 0.3 0.23
CB-65 (EX DI7) 0.18 0.75 0.13 0.12
CB-63 (EX DI8) 0.11 0.68 0.07 0.06
CB-61 0.17 0.84 0.14 0.14
CB-62 (EX DI9) 0.11 0.68 0.07 0.06
CB-57 0.79 0.56 0.44 0.28
CB-59 0.06 0.95 0.06 0.06
CB-60 (EX DI 10) 0.15 0.67 0.1 0.08
CB-56 0.15 0.67 0.1 0.08
CB-58 (EX D11 1) 0.06 0.95 0.06 0.06
CB-54 0.22 0.68 0.15 0.12
CB-55 (EX DI12) 0.16 0.61 0.1 0.07
CB-53 0.36 0.7 0.25 0.21
CB-52 0.1 0.65 0.07 0.05
CB-51 0.25 0.64 0.16 0.12
CB-50 0.13 0.72 0.09 0.08
CB-49 0.18 0.68 0.12 0.10
CB-48 0.11 0.68 0.07 0.06
CB-47 0.05 0 95 0.05 0.05
CB-46 0.12 0.7 0.08 0.07
CB-45 0.16 0.76 0.12 0.11
19.98 TOTAL AREA= 11.97 Total Impervious Area
FES 46:
Label Area (acres) Inlet C Inlet CA (acres) Impervious Area (ac)
CB-75 0.69 0.76 0.52 0.47
0.69 TOTAL AREA= 0.47 Total Impervious Area
C?
•
AI.
P. 372r.?Ff 1 att. _??.: ,
io33i8. " 337 •1
i ?/ r : • l !
+? f9'? Se ??: ?"??•-_? . -? ? •? ,? ? X01 `,
Disposal >,
-Awl
• E 1C8 1i1. [tt?
? f / • JN ! -.? , ? - _. 1 ? \' ?f ?.. ?79? ? ` `ice
? tl , ;'. ? lam`-!•/?-`V•1 i'?, \ •
%?7? ,% { • l/. ! 1/. r. ?/.) A.
444 , ? ? ? ..?• 111 , -
300
-bl 'A
NORTHEAST DURHAM, N. C.
SE/4 DURHAM NORTH 15' QUADRANGLE
36078-A7-TF-024
PHOTOINSPECTED 1990
1973
PHOTOREVISED 1987
DMA 5256 111 SE-SERIES V842
Project 0: Scale:
02-6823 V= 2000 Figure 1- USGS Quad
Project Date:
Mgr.:TP 128102 Hebron Road
Torrey Homes
Durham, Durham Co., NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
State of North Carolina Y-0.1"YWA IT
Department of Environment
and Natural Resources ??•
Raleigh Regional Office
Michael F. Easley, Governor NCDENR
William G. (Bill) Ross, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
March 4, 2002
Todd Preuninger
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
E E 0 IV
D
MAR 1 2 H"?
Subject: Neuse River Basin Buffer Rules
NBRRO 02-046
Swann Property.
S&EC ##02-6823
Durham, Durham County, NC
Dear Mr. Preuninger:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 02-046.
On February 27, 2002, I conducted a site visit at the above referenced project as identified
on the attached maps. It was determined that the Features A, B, C, D, E and F shown on the
Durham County Soil Survey and on the USGS Northeast Durham, NC Quad map are subject to
protection under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy;
Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A: 0213.0233
(NCAC .0233). Feature A is subject through property, feature B is not subject, feature C is
subject below flag 102, feature D is subject below flag 100, feature E is not subject except just
above the confluence of feature C and E, feature F is subject, including pond.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Durham County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

OW AT ?RQG
o N -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 5, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
D. R. Horton
Attn: Dan Farmer
2000 Aerial Center Parkway, Suite 110
Morrisville, NC 27560
JUN 1
DWQ Project # 05-0626
Durham County
1
1! IV
y1
MAY 0 9 2005 j i.
?Vh
Subject Property: Swann's Mill, Phase 2, 3, and 5 Y
DNS 1p,1Ci:??tATER6 tAI:CH ?og?3W
REQUEST FOR MORE INFORMATION \?
Dear Mr. Farmer:
On April 12, 2005, the Division of Water Quality (DWQ) received your application dated April
11, 2005 to impact 0.05 acres of wetlands, 14,532 square feet of buffers and 147 feet of streams
to construct the proposed 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. Plan Details
?•??} X a. You are proposing very high flows into your diffuse flow measures. It is required
that a detention basin precede the level spreaders in this case. Please redesign the
diffuse flow measures.
b. The proposed fill for impact C seems linear. Please provide the USACOE
jurisdictional determination map to confirm this feature is not a stream.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
from you within three weeks, we will assume that you no longer want to pursue this project and
we will consider the project as withdrawn.
401 GversightlExpress Review Permits 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.enr.state.nc.us/ncwotlands
Noy` Carolina
,Naliaa!!y
D. R. Horton
Page 2 of 2
May 5, 2005
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. Debbie Edwards at 919-733-9502
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 Permits Unit
CBK/bs
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Todd Preuninger, S&EC, 11010 Raven Ridge Road,'Raleigh, NC 27614
Filename: 05-0626 Swann's NEII Subdivision (Durham) On Hold
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
April 11, 2005
US Army Corps of Engineers NC DWQ
Attn: Mr. Todd.Tugwell Attn: Cyndy Karoly
6508 Falls of the Neuse Rd., Ste. 120 2321 Crabtree Blvd., Ste. 250
Raleigh, NC 27615 Raleigh, NC 27604
RE: Request for Nationwide Permit 12, 39, 401 Certification Buffer mpliane
Dn/]?
Swan's Mill Subdivision (S&EC Project #: 6823.W2) t D V'J D
Durham, Durham County, North Carolina
APR 1 2 2005
Dear Mr. Tugwell and Ms. Karoly: DENR-V AfERQUALITY
v = uU :DS mo STOFjX%JATER 511NICH
On behalf of D.R. Horton, Inc. (Attn: Dan Fanner), we hereby request autfionzation from
the USACE to use Nationwide Permits 12 and 39 for impacts to wetlands and stream
channels associated with the construction of the proposed Swan's Mill Subdivision. A
Pre-construction Notification Application (PCN) is attached, which includes an agent
authorization form.
Prior History
S&EC evaluated the site for the presence of wetlands in February 2002 and received a
jurisdictional determination in May 2002 (AID: 200220561). Additionally, site meetings
were conducted with Ms. Deborah Edwards of the NC-DWQ to confirm buffer start
points (DWQ#02-046). A NWP 12 was also issued for the construction of a utility line.
We have included a copy of the J.D. and buffer letter with the attachments.
Location
The proposed project is located in the Neuse River Basin, on the north side of Hebron
Road (SR 1656), approximately 300 feet west of the intersection of Hebron Road and Old
Oxford Highway (SR 1004). Please refer to the attached map (Figure 1) for the project's
location on a USGS topographic quadrangle.
Impacts
The applicant proposes approximately 0.05 acres of impact to headwater forest wetlands,
and 147 linear feet of impact to unimportant stream channels, and 14,532 s.f. of riparian
buffer. Impacts are elaborated on in the attached PCN and construction drawings.
Temporary impacts consist of 40 linear feet of stream impact and 0.1 acres of buffer.
Please note that the utility line is being placed in an existing sewer easement so that
no additional clearing will be needed. Because the impacts are to unimportant stream
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
April 11, 2005
S&EC Project #: 6823.W2
Page 2 of 2
channels and because the buffer impacts are less than 0.33 acres per crossing, we do not
believe mitigation should be required by the USACE or the NC-DWQ.
Sincerely,
Todd Preuninger
Biologist/Project Manager
Attachments:
Pre-construction (PCN) notification form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
NCDENR - NCDWQ Determination Letter
Site Plan
Proposed Impacts
R[2@m0WF= B
APR 1 2 2005
Office Use Only: DE12- iATER QUALITY Fonn Version May 2002
taro.'M31,11M ST0,A'ATER BWCH
USACE Action ID No. DWQ No.
tit any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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
2. Nationwide, Regional or General Permit Number(s) Requested: 12 and 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: D. R. Horton
Mailing Address: Attn: Dan Fanner
2000 Aerial Center Parkway
Suite 110
Morrisville, NC 27560
Telephone Number: 919.460.2933 Fax Number: 919.469.5406
E-mail Address: djfanner a,drhorton.com
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:_ Todd Preuninaer
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number:_ [phone] Fax Number:_ [phone]
E-mail Address: TPreuninaerPSandEC.com
Page 1 of 8
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: Swann's Mill
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN):_ 0834 - 04 - 62 - 6000, 0834 - 04 - 70 - 2822,
0834 - 04 - 70 - 4823, 0834 - 04 - 81 - 2382
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number):_ Swann's Mill (Phases 2, 3 and 5)
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
on the north side of Hebron Road (SR 1656) approximately 300 feet west of the intersection
of Hebron Road and Old Oxford Highway (SR 1004)
5. Site coordinates, if available (UTM or Lat/Long): 17 06 91565 E, 39 92779 N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): The site is approximately 130 acres in size
7. Nearest body of water (stream/river/sound/ocean/lake): Eno River
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: The adjacent property is residential.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of single and multi-family residential construction Normal heavy
equipment typical of grading and lot clearing activities will be used on site
11. Explain the purpose of the proposed work: The proposed project will provide single and
multi-family residences to meet rowing demand in the area
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.
Jurisdictional Determination (AID#2002220561 S&EC conducted a site meeting with Ms
Deborah Edwards of NCDWO on 2/27/02 (DWQ Project # NBRRO 02-046) - see attached
letter. The USACE also previously issued a NWP 12 on 5 January 2004 for construction of a
sanitary sewer line to serve the proposed project (AID#200220561)
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.
The applicant does not anticipate requesting additional permits for work on the proposed project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
1. Provide a written description of the proposed impacts:_ The applicant proposes three
impacts during completion of the proposed project One road crossing ("Stream Crossing
#2) will impact 72 linear feet of stream channel, 4,270 square feet (0.098 acres) of riparian
buffer in Zone 1, and 2,846 square feet (0.065 acres) of riparian buffer in Zone 2. The other
road crossing ("Stream Crossing #3) will impact 75 linear feet of stream channel including
4,450 square feet of riparian buffer in Zone 1 (0.102 acres) and 2,966 square feet (0.068
acres of riparian buffer in Zone 2. Total impacts on site amount to 0.05 acres of wetland
145.3 linear feet of stream channel, and 14,532 square feet (0.334 acres) of riparian buffer.
Temporary impact consist of 40 linear feet of stream channel.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
"B" Fill 0.02 No 500 feet Headwater forested
"C" Fill 0.05 No - 400 feet Emergent wetland (ditch)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://w,,vw.feina.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 13.25 acres
Total area of wetland impact proposed: 0.05
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
NWP 39 - #2 Culvert 71.16 UT to Eno River 1-2 feet Intermittent
NWP 39 - #3 Culvert 74.16 UT to Eno River 1-2 feet Intermittent
MVP 12 - #4 Temporary ???
UT to Eno River
1-2
Perennial
Excavation
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.Zoy. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqluest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 147 linear feet and 40
linear feet of temporary impact
Page 4 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name Wate Type of Waterbody
Site Number Type of Impact* Impact plicabllee)
(if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NA NA NA NA NA
• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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 applicant's proposed site plan avoids nearly all iurisdictional features on the nronerty.
The applicant revised initial site planning to avoid stream crossings and buffer impacts to the
fullest extent practicable. The number of north-south routes was reduced to one in order to
further minimize stream crossings and buffer impacts
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 5 of 8
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
bttp://h2o.enr.state.nc.us/ncwetlands/stn-ngide.htm].
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.
Because the applicant proposes impacting less than 150 feet of intennittent/unimportant
stream channel and less than and the wetland impacts are less than 0.1 acres we do not
believe mitigation should be required
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://l12o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federal/state) land?
Yes ? No
Page 6 of 8
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ® No El If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 8,720 3 NA
2 5,812 1.5 NA
Total 14,532 NA
1 (utility line) 2,613 NA
2 (utility line) 1,742 NA
- i-one t extenas out su leet perpendicular trom 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 proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
No buffer mitigation is proposed at this time.
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total impervious surface area on site will not exceed 24% as per the City of Durham
requirements for projects located within a water supply watershed The applicant will provide
measures to insure that stormwater enters the buffers in a non-erosive manner.
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.
The proposed project will tie into existing sanitary sewer facilities
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA

OS
Applicant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
1 Jao. / w '?\ ._?? ?M 3721
t ,? 1Z:b
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337
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SCeagC
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/? '-'n ` _`-1 ' •1 11 i,? i .Ir ?).?r ?' G d / 1 lam-' i I i `?; ?_
f
NORTHEAST DURHAM, N. C.
SEJ4 DURHAM NORTH 15' OUADRANGLE
36078-A7-TF-024
PHOTOINSPECTED 1990
1973
PHOTOREVISED 1987
DMA 5258 III SE-SERIES V842
Project /: Scale:
02ojM 'w -: Figure 1- USGS Quad
Project Date:
Mgr.:TP 1=2 Hebron Road
Torrey Homes
Durham, Durham Co., NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Project 0: Scale:
02-6823 V =1320'
Project Date: Figure 2- Soil Survey
Mgr.:TP 1128!02 Hebron Road
Torrey Homes
Durham, Durham Co., NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
State of North Carolina
Department of Environment 4
and Natural Resources gx
IT
Raleigh Regional Office -0 ?. ?
Michael F. Easley, Governor NCDENK
William G. (Bill) Ross, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
March 4, 2002
Todd Prcuninger
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
D
"r"AR 1 2
Subject: Neuse River Basin Buffer Rules
NBRRO 02-046
Swann Property.
S&EC ##02-6823
Durham, Durham County, NC
Dear Mr. Preuninger:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 02-046.
On February 27, 2002, I conducted a site visit at the above referenced project as identified
on the attached maps. It was determined that the Features A, B, C, D, E and F shown on the
Durham County Soil Survey and on the USGS Northeast Durham, NC Quad map are subject to
protection under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy;
Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A: 02B.0233
(NCAC .0233). Feature A is subject through property, feature B is not subject, feature C is
subject below flag 102, feature D is subject below flag 100, feature E is not subject except just
above the confluence of feature C and E, feature F is subject, including pond.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Durham County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
U.S. ARMY CORPS OF ENGINEERS'
Wilmington District
Action ID: 200220561 County:
D
NOTIFICATION OF JURISDICTIONAL DETERAIIN
Property
Owner Charles A. Swann
Address 1211 Hebron Road
Durham, NC 27704
Telephone Number 919-471-4933
Authorized
Agent Soil & Env
firti p Li. -..L
Consultants, Inc.
Attn: Todd Preuntnger
Address 11010 Raven Ridge Road _
Raleigh, NC 27614
Telephone Numb cr 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the north side of Hebron Road (SR 1656), 0.5 mile west of Old Oxford Road, in Durham,
Durham County, North Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to an unnamed tributary of the Eno River, above headwaters, in the
Neuse River Basin.
Indicate Which of the Following Apply:
X There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be surveyed. The surveyed wetland lines must be verified by our staff before the Corps will make a final
jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Project Manager Signature I
Date May 2, 2002
Expiration Date May 2, 2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
ion ID: 200220561 County: Durham
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner D.R. Horton, Inc.
Authorized
Agent . Soil & Environmental Consultants, Inc.
Attn: Mark Farrell
Address 3949 Browning Place
Raleigh NC 27609
Telephone Number 919-877-9557
Attn: Todd Preuninger
Address- 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the north side of Hebron Road (SR 1656), 0.5 mile west of Old Oxford Road, in Durham,
Durham County, North Carolina. The site is adjacent to an unnamed tributary of the Eno River, above
headwaters, in the Neuse River Basin.
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
water and sewer lines, and the placement of backfill required for the construction of utility lines associated
with the development of Swann's Mill Subdivision. Temporary impacts to waters of the U.S. authorized
by this permit total 0.164 acre of wetlands.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Todd Tugwell at telephone number- (919) 876 - 8441 extension 26
Regulatory Project Manager Signature.
Authorization Date_ January 5, 2004 Expiration IDate_ January 5 2006
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
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Attn:
Field Dftke:
Re: we]aidspeWedC=Mlltnr, and Pct
To Whom It may Conceal
1, the curcelrt . almer, hereby desigmt. lid authorize So$ 4z EnrittxtnVMta1 Cazrsult MtS, PA to
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government aead is (a enter the pmpdty n han arcomp¢niod by $&XC staff.ieYou should canS&EC
to assEe SL Site meetingptiolto a•19iliIIg the site,
Print PzepectyOsrnW4 Name
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M XIM N MEORONICE MTH OTY OF OMAN DETAAS SEE
DQAL SHEETS P-A AND D-5.
T I
T mGUTanY:
Bag
GRAPHIC SCALE
ib P IW 7«
11 h MR
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
NOTE
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I I
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WETLAND IMPACT
1025 SF (0.02 ACRES)
4
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0 rr'Olecr 00. TRH-02010
SWAIVN'S MILL THE JOHN R. McADAMS
Im

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TRH02010-c1A

PHASES 2
3 AND 5
COMPANY, INC.

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CWEERS/PIJINNERS/suxv oss
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NORTH CAROLINA M
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DAM 02-15-05 ,
GRADING & EROSION CONTRLO PLAN "B" X 14005
4005
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ZIP2
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[phone]
PROIEC[ N0. TRH-02010
® S YV jp 1V'S MILL NO THE JOHN R. 711S
srnEAMEX I)WO COMPANY, INSCAM 1•_40' DURHAM, NC ENGIN 5/PLNNERS/SURYEYOPEn ,Z: WEIIAND CHANNEL IMPACT P.O. B X$14005 TRIANCEZZIP PZ7709-4005
04-05-05 [phone]
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PRO,E? "°
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SW?s
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THE JOHN R. McADAMS
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ILL L
STREAMEX.DWG CO11iPANY, INC.

c 5?:
1"=40' DURHAM NC 7EYORS
RESEARCII TRIANGLE PARK. NC
En DATE.

09-14-04 STREAM CROSSING #2 P.O. BOX 14005 ZIP 27702-4003
3
(G1fl) 361-5000
PROTECT NO.
TRH-02010 SW THE JOHN R. MCADAMS
STREAMExDWG ANN S MILL COMPANY, INC.
SCAM DURHAM NC ENCLYEERs/PIANNERS/SuRPEYORs
y 1"=40' RESEARCQ 7RIANGIB PARE. NC
DATE: 09-14-04 STREAM CROSSING #3 P.O. noz 14005 MP 27709-4005
[phone]

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TOTAL STREAM IMPACT
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TOTAL BUFFER ZONE IMPACTS
ZONE 2 = .04 AC
ZONE 1 = .06 AC
TOTAL BUFFER IMPACTS
.10 AC

a
P¢OJEcr NO. TRH-02010
SW P M S MILL THE JOHN R. McADAMS
0
09 `n'rN"'ff- STREAMEX.DWG COMPANY, INC.

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i ENGINEERS/£1ANNERS/SURVEYORS
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. RESEARCH TRIANGLE PAM NC
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ti DATE WATERLINE CONNECTION MIPACTS P.O. 1301 14005 ZIP 27709-4005
04-05-05 [phone]
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DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : S tNq N N 's M10 i' l-h s e f
Contact Person: /f(. 4A113) R-so 1 Phone Number. MY ) 36 / - TOco
Level Spreader. ID:. 5771,?ItA pv7 L[ 'A"
Level Spreader Length 3 17 ft.
Drainage Area as
Impervious Area ac.
Maximum Filter StriplBuffer Slope %,
grass
Max Discharge from a 10 Year Storm /7.7 ds
Max Discharge to Level Spreader 3,V cis
Filter Strip/Buffer Vegetation G A-s s
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, S% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method P4557
11. REQUIRED ITEMS CHECKLIST
Initial In the space provided to indicate the following design requirements have been met and supporting documentation Is attached. if a
requirement has not been met, attach an expfanaUon of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package wiU result in a request for
additional information and will substantially delay final review and approval of the project ,
Aroficants Initials
Level spreader is at least 13 ft per ds for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
fitter.
Nb9' Pre-Form Scour Holes are on flat slopes only
M 19- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
A,4 Bypass method is specified (f applicable) and plan details and calculations are provided
/h A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
A The operation and maintenance agreement includes annual erosion and vegetation repair.
N The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders hi series can be used on slopes of up to 15% in forested areas with leaf fittler cover or on slopes of up to 25% In areas
veth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please
Project Name : '
Contact Person: M, Axla
Level Spreader ID:. j ?Vti M O ?77=aCL 15
Level Spreader Length ?S ft.
Drainage Area ac.
Impervious Area ac,
Maximum Filter SWplBuffer Slope %
grass
Filter Strip/Buffer Vegetation 4r,7+557 information):
,Max. Discharge from a 10 Year Storm 2,2 cfs
Max. Discharge to Level Spreader. 3. cfs

Phone Number: ( 71Y) 36-
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method : 49Z P4-55
It. REQUIRED ITEMS CHECKLIST
Initial In the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requl?vamt has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainago plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project .
Anolicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
/ Etter.
Pre-Form Scour Holes are on flat slopes only
Ax No structures pro located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
_AJ A- Bypass method is specified (d applicable) and plan details and calculations are provided
M A- Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
AA- No structures are located in protected buffers.
Al & Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
l(/ld- The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the followirn
Project Name : S rvAAliy 5
Contact Person:
Level Spreader ID:. lj ?ti 4v??i4 [?
Level Spreader Length ? ft
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope %
grass
"Max. Discharge from a 10 Year Stonn / d/. G cts
Max. Discharge to Level Spreader cis
Filter Strip/Buffer Vegetation
_ lnil?,S
infornation):
Phre Number. I
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf Etter
groundcover)
Pre-treatment or Bypass Method 3
J
?f}5 S
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of Kty. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project ,
Applicants Initials
M if- Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
Etter
1114- .
Pre-Form Scour Holes are on flat slopes only
h A- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and calculations are provided
Al ff Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in'protected buffers.
a k Plan details for the bypass and outlets are provided.
N f A- The operation and maintenance agreement includes annual erosion and vegetation repair.
NI [( The operation and maintenance agreement signed and notarized by the responsible party Is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
.
.Q
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
Nvww.SandEC.com
June 1, 2005
S&EC Project # 6823.W0
DWQ Project # 05-0626
Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's May 5, 2005 request for additional
information n
Swann's Mill Subdivision, Phases II, III, and IV
Durliam County, North Carolina J
1'1
JUN 1 HOC
Dear Ms. Karoly: DttyA r"'stt-
`'lETLft:GS N
This letter is in response to your letter dated May 5, 2005 (copy attached), which
requested additional infonnation for the proposed Phases Il, III, & IV of Swann's Mill
Subdivision.
Additional Information Requested
1. Plan Details
a. You are proposing very high flows into your diffuse flow measures. It is
required that a detention basin precede the level spreaders in this case.
Please redesign the diff use f ow measures.
The requested infonnation was sent under separate cover by the John R. McAdams
Company, Inc.
b. The proposed full for impact C seems linear. Please provide the USA COE
jurisdictional determination maps to con f rm this feature is not a stream
The USACOE jurisdictional determination maps only depict the feature as linear and
do not specify weather it is a stream or wetland (see attached signed JD maps). However,
Ms. Deborah Edwards of the NC-DWQ conducted a site visit on March 4, 2002 to make
Neuse River Buffer Determinations. A copy of the letter is attached (NBRRO 02-046).
Ms. Edwards determined that feature E, which is associated with proposed impact C, is
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Llvwndale Drive
Greensboro, NC 27455
Phone: [phone]
Pax: [phone]
not subject to the Neuse River Riparian Buffers. Therefore the feature is either an
ephemeral stream or a linear wetland.
Please call if you have any questions or require further explanation.
Sincerely,
Todd Preuninger
Attachments: 1) DWQ letter dated May 5, 2005
2) Neuse River Buffer letter (NBRRO 02-046)
3) USACE Jurisdictional Maps
cc. Mr. Eric Kulz
NC-DWQ (regional office)
2
s
wAr?RQ?
O ? Y
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
May 5, 2005
DWQ Project # 05-0626
Durham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
D. R. Horton MAY 0 9 2005
Attn: Dan Farmer
2000 Aerial Center Parkway, Suite 110 --------
Morrisville, NC 27560 La W F 24- P, Subject Property: Swann's Mill Phase 2>3 ?d 5
?':;??'\0 °
JUN 1 - 2005
REQUEST FOR MORE INFORMATION
DENR - WATER QUALITY
Vi'ETLANDSP`JD STGR'.Srt'ATER EVV04
Dear Mr. Farmer:
On April 12, 2005, the Division of Water Quality (DWQ) received your application dated April
11, 2005 to impact 0.05 acres of wetlands, 14,532 square feet of buffers and 147 feet of streams
to construct the proposed 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. Plan Details
4-31 a. You are proposing very high flows into your diffuse flow measures. It is required
n that a detention basin precede the level spreaders in this case. Please redesign the
h - diffuse flow measures.
b. The proposed fill for impact C seems linear. Please provide the USACOE
jurisdictional determination map to confirm this feature is not a stream.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
from you within three weeks, we will assume that you no longer want to pursue this project and
we will consider the project as withdrawn.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, tdorth Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http:/ih2o.enr.stite.nc.us/navotlands
NolthCarolina
Aafurally

D. R. Horton
Page 2 of 2
May 5, 2005
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. Debbie Edwards at 919-733-9502
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 Permits Unit
CBK/bs
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Todd Preuninger, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 05-0626 Swann's ALI[ Subdivision (Durham) On Bold
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
Gov -
NCDE14M
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
March 4, 2002
Todd Preuninger
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
ID E -,
Subject: Neuse River Basin Buffer Rules
NBRRO 02-046
Swann Property.
S&EC #02-6823
Durham, Durham County, NC
Dear Mr. Preuninger:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 02-046.
On February 27, 2002, I conducted a site visit at the above referenced project as identified
on the attached maps. It was determined that the Features A, B, C, D, E and F shown on the
Durham County Soil Survey and on the USGS Northeast Durham, NC Quad map are subject to
protection under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy;
Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A: 0213.0233
(NCAC .0233). Feature A is subject through property, feature B is not subject, feature C is
subject below flag 102, feature D is subject below flag 100, feature E is not subject except just
above the confluence of feature C and E, feature F is subject, including pond.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
Deborah Edwards
Enviromnental Specialist I
cc: John Dorney/DWQ
Durham County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
a
Project M Scale:
02-6823 1"=1320'
149r.: TP 1128102
Figure 2- Soil Survey
Hebron Road
Torrey Homes
Durham, Durham Co., 14C
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
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SE/4 DURHAM NORTH 15' QUADRANGLE
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PHOTOINSPECTED 1990
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DMA 5256 111 SE-SERIES V842
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
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WETLAND IMPACT
1025 SF (0.02 ACRES)
PROTECT N0. TRH-02010
SWANN'S MILL [No THE JOHN R. McADAMS
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TRH0201
0- GlA PHASES 2 3 AND 5 COMPANY, INC.

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GRADING & EROSION CONTRLO PLAN M'
OX 4005 ZIP
1_5000 M09-4005
(919) 381
TRH-02010 THE JOHN R. McADAMS
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ruaxAa: STREAMEX.DPIG SWANKS MILL © COMPANY, INC.
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04-05-05 V&M AND CHANNEL IMPACT P.O. nax 14005 ZIP M09-1003
(9l9) 961-5000
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VDA TRH-02010 SWA [99 THE JOHN R. McADAMS
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TREAMEX.DWG NT T?T?N?r S MILL COMPANY, INC.
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STREAM CROSSING #2 P.O 13OXN1400 232 27709x4005
09-14-04
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FDATE: TRH-02010 THE JOHN R. McA DAMS
REAMEX.DWG S?V?TANN S MILL COMPANY, INC.
1'=40' DURHAM, NC ExCLYEERS/FIANNER3/SIIRVEYORS
RESEARCH TRIA ICIE PARR. NC
9-14-04 STREAM CROSSING #3 P.O. BOX 14005 ZIP 27709-4005
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TOTAL STREAM IMPACT
46.3 LF
TOTAL BUFFER ZONE IMPACTS
ZONE 2 = .04 AC
ZONE 1 = .06 AC
TOTAL BUFFER IMPACTS
.10 AC

PROJECT NO. TRH-02010 SWA
NN THE JOHN R. McADAMS
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S MILL
STREAMEX.DWG COMPANY, INC.

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-. DATE: WATERI INE CONNECTION IMPACTS P.O. BOY 11005 ZIP 27709-4005
04-05-05 [phone]
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DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: 5WANN s Ntr(I Pii4 se f
Contact Person: M. ANr???25oN Phone Number. (711 ) 36 / - S-facn F/9/
Level Spreader ID:. 517,2 /h pv77wLl
Level Spreader Length 3 9 ft.
Drainage Area of-
Impervious Area ac.
Maximum Filter StriplBuffer Slope %
grass
%Max. Discharge from a 10 Year Storm /9 9 cfs
Max. Discharge to Level Spreader 3,-V cfs
Filter StriplBufferVegetation G A-s s
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, S% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method t P455-
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet st=Wre details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project .
Gcants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per ofs in canopied forest with leaf
litter.
NM- Pre-Form Scour Holes are on'tiat slopes only
M /A- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
/('1 /} Bypass method is specified (f applicable) and plan details and calculations are provided
A R Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
N A The operation and maintenance agreement includes annual erosion and vegetation repair.
/V The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders iii series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete
Protect Name : S w A v i v o I n i l l r'tiM s E
Contact Person: ii . R X,/3)- o.y
Level Spreader ID:. S ?0rLM 0,7?c!-A L
Level Spreader Length
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope %
grass
/Max. Discharge from a 10 Year Storm
Max. Discharge to level Spreader.
Filter StripBuffer Vegetation
22, z cis
3, cis
4gz4-5S
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
may/ ?.4.55
information):
Phone Number.
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial In the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, affach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing al BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package NAA result in a request for
addilional Information and will substantially delay final review and approval of the project ,
Armlicants Initials_
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs In canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
_0-&-No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
-A A- Bypass method Is specified (d applicable) and plan de tails and calculations are provided
M A Discharge to level spreader and subsequent filter strip is hydraulically and spatialy separate from the bypass
discharge.
AA No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
t(//d. The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders iii series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the
Project Name :
Contact Person: M. ?VD?-??or.
Level Spreader ID:. Z
Level Spreader Length ? 3 !;_4 / . ft.
Drainage Area ac.
Impervious Area ac.
Maximum Filter StriplBuffer Slope %
grass
' Max. Discharge from a 10 Year Stone /P/, 6 cfs
Max. Discharge to Level Spreader f?_ rds
Filter StriplBufferVegetation x,4-5
informationy.
14-Sc-
Phone Number. (V/9) 5el- X000
ITC
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf Etter
groundoover)
Pre-treatment or Bypass Method 13?f15S
11. REQUIRED ITEMS CHECKLIST
Initial In the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal Includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detals, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project .
Applicants Initials
M A- Level spreader is at least 13 It per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
Etter.
Pre-Porn Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
A I:- Bypass method is specified (f applicable) and plan details and calculations are provided
Al ff Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
?1l( No structures are located in*protected buffers.
/11 A Plan details for the bypass and outlets are provided.
N / _1 The operation and maintenance agreement Includes annual erosion and vegetation repair.
NIA The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected bufferarea.
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
April 11, 2005
US Army Corps of Engineers
Attn: Mr. Todd7ugwell
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
RE: Request for Nationwide Permit 12, 39, 401
Swan's Mill Subdivision (S&EC Project #:
Durham, Durham County, North Carolina
Dear Mr. Tugwell and Ms. Karoly:
NC DWQ
Attn: Cyndy Karoly
2321 Crabtree Blvd., Ste. 250
Raleigh, NC 27604
``? nn
Certification, Buffer Co D 119 @c ? 0M? U
D ance
6823.W2) APR 1 2 2005
DENR - WATEP OMLITv
r 7 .DS ARU S i (ir k?h;47ER Eii
On behalf of D.R. Horton, Inc. (Attn: Dan Farmer), we hereby request authorization from
the USACE to use Nationwide Permits 12 and 39 for impacts to wetlands and stream
channels associated with the construction of the proposed Swan's Mill Subdivision. A
Pre-construction Notification Application (PCN) is attached, which includes an agent
authorization form.
Prior History
S&EC evaluated the site for the presence of wetlands in February 2002 and received a
jurisdictional determination in May 2002 (AID: 200220561). Additionally, site meetings
were conducted with Ms. Deborah Edwards of the NC-DWQ to confirm buffer start
points (DWQ#02-046). A NWP 12 was also issued for the construction of a utility line.
We have included a copy of the J.D. and buffer letter with the attachments.
Location
The proposed project is located in the Neuse River Basin, on the north side of Hebron
Road (SR 1656), approximately 300 feet west of the intersection of Hebron Road and Old
Oxford Highway (SR 1004). Please refer to the attached map (Figure 1) for the project's
location on a USGS topographic quadrangle.
Impacts
The applicant proposes approximately 0.05 acres of impact to headwater forest wetlands,
and 147 linear feet of impact to unimportant stream channels, and 14,532 s.f. of riparian
buffer. Impacts are elaborated on in the attached PCN and construction drawings.
Temporary impacts consist of 40 linear feet of stream impact and 0.1 acres of buffer.
Please note that the utility line is being placed in an existing sewer casement so that
no additional clearing will be needed. Because the impacts are to unimportant stream
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
April 11, 2005
S&EC Project #: 6823.W2
Page 2 of 2
channels and because the buffer impacts are less than 0.33 acres per crossing, we do not
believe mitigation should be required by the USACE or the NC-DWQ.
Sincerely,
Todd Preuninger
Biologist/Project Manager
Attachments:
Pre-construction (PCN) notification form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
NCDENR - NCDWQ Determination Letter
Site Plan
Proposed Impacts
5@0odIE p
Office Use Only: APR 1 2 2005 Forn Version May 2002
USACE Action ID No. 4= A" M 2TX QA A1lI'? o
(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
2. Nationwide, Regional or General Permit Number(s) Requested: 12 and 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: D. R. Horton
Mailing Address: Attn: Dan Farmer
2000 Aerial Center Parkway
Suite 1 10
Morrisville NC 27560
Telephone Number: 919.460.2933 Fax Number: 919.469.5406
E-mail Address:_ difarmerndrhorton.com
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:_ Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address:_ 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:_ TPreuninaerCa SandEC.com
Page I of 8
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: Swann's Mill
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0834 - 04 - 62 - 6000, 0834 - 04 - 70 - 2822,
0834 - 04 - 70 - 4823,_0834 - 04 - 81 - 2382
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number):_ Swann's Mill (Phases 2, 3 and 5)
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
on the north side of Hebron Road (SR 1656), approximately 300 feet west of the intersection
of Hebron Road and Old Oxford Highway (SR 1004)
5. Site coordinates, if available (UTM or Lat/Long): 17 06 91565 E, 39 92779 N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): The site is approximately 130 acres in size
7. Nearest body of water (stream/river/sound/ocean/lake): Eno River
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: The adjacent property is residential.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of single and multi-family residential construction Normal heavx
equipment typical of grading and lot clearing activities will be used on site
11. Explain the purpose of the proposed work: The proposed project will provide single and
multi-family residences to meet growing demand in the area
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.
Jurisdictional Determination (AID#2002220561) S&EC conducted a site meeting with Ms
Deborah Edwards of NCDWO on 2/27/02 (DWQ Project # NBRRO 02-046) - see attached
letter. The USACE also previously issued a NWP 12 on 5 January 2004 for construction of a
sanitary sewer line to serve the proposed project (AID#200220561)
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.
The applicant does not anticipate requesting additional permits for work on the proposed project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
Provide a written description of the proposed impacts: The applicant proposes three
impacts during completion of the proposed project One road crossing ("Stream Crossing
#2) will impact 72 linear feet of stream channel 4,270 square feet (0.098 acres) of riparian
buffer in Zone 1, and 2,846 square feet 0.065 acres of riparian buffer in Zone 2 The other
road crossing ("Stream Crossing #3) will impact 75 linear feet of stream channel including
4,450 square feet of riparian buffer in Zone 1 (0.102 acres) and 2,966 square feet (0.068
acres of riparian buffer in Zone 2. Total impacts on site amount to 0.05 acres of wetland
145.3 linear feet of stream channel and 14,532 square feet (0.334 acres) of riparian buffer.
Temporary impact consist of 40 linear feet of stream channel
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
"B" Fill 0.02 No 500 feet Headwater forested
"C" Fill 0.05 No - 400 feet Emergent wetland (ditch)
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://w,,vw.fema.g_ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 13.25 acres
Total area of wetland impact proposed: 0.05
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact lease s ecif
NWP 39 - #2 Culvert 71.16 UT to Eno River 1-2 feet Intermittent
NWP 39 - #3 Culvert 74.16 UT to Eno River 1-2 feet Intermittent
MVP 12 - #t4 Temporary
Excavation ??? UT to Eno River 1-2 Perennial
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightcning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several interact sites also allow direct download and printing of USGS maps (e.g., wWnv.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 147 linear feet and 40
linear feet of temporary impact
Page 4 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name
Waterbody Type of Waterbody
Site Number Type of Impact* Impact p
(if
applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean etc.
NA NA NA NA NA
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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 applicant's proposed site plan avoids nearly all iurisdictional features on the nronertv.
The applicant revised initial site planning to avoid stream crossings and buffer impacts to the
fullest extent practicable. The number of north-south routes was reduced to one in order to
further minimize stream crossings and buffer impacts
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 5 of 8
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.cnr.state.ne.us/ncwetlands/stnngide.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 casement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the applicant proposes impacting less than 150 feet of intermittent/unimportant
stream channel and less than and the wetland impacts are less than 0.1 acres we do not
believe mitigation should be required.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.statc.nc.ushv!P/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres):_
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
Page 6 of 8
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 8,720 3 NA
2 5,812 1.5 NA
Total 14,532 NA
1 (utility line) 2,613 NA
2 (utility line) 1,742 NA
Gone 1 extends out 3U feet perpendicular from 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 proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
No buffer mitigation is proposed at this time.
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total impervious surface area on site will not exceed 24% as per the City of Durham
requirements for projects located within a water supply watershed The applicant will provide
measures to insure that stormwater enters the buffers in a non-erosive manner.
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.
The proposed project will tie into existing sanitary sewer facilities
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA

'oS
Applicant/Agent's Signature f 7Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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71
NORTHEAST DURHAM, N. C.
SE/4 DURHAM NORTH 15' QUADRANGLE
36078-A7-TF-024
PHOTOINSPECTED 1990
1973
PHOTOREVISED 1987
DMA 5258 111 SE-SERIES V842
Project a: Scale:
02.6 1*-2000 Figure 1- USGS Quad
Project Date: Soil & Environmental Consultants, PA
Mgr.: TP 1=2 Hebron Road 11010 Raven Ridge Rd.- Raleigh, NC 27614
Torrey Homes [phone] • [phone]
Durham, Durham Co., NC Web Page: www.SandEC.com
Project M Scale:
02-6823 1" -1320'
Project Date:
Mgr.: TP 1=02
Figure 2- Soil Survey
Hebron Road
Torrey Homes
Durham, Durham Co., NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
State of North Carolina
Department of Environment A'kTT-.XY7A
and Natural Resources ova
Raleigh Regional Office
Michael F. Easley, Governor NCDENR
William G. (Bill) Ross, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
March 4, 2002
Todd Preuninger
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Aft 1 2 2`n
nil
Subject: Neuse River Basin Buffer Rules
NBRRO 02-046
Swann Property.
S&EC #02-6823
Durham, Durham County, NC
Dear Mr. Preuninger:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 02-046.
On February 27, 2002, I conducted a site visit at the above referenced project as identified
on the attached maps. It was determined that the Features A, B, C, D, E and F shown on the
Durham County Soil Survey and on the USGS Northeast Durham, NC Quad map are subject to
protection under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy;
Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A: 0213.0233
(NCAC .0233). Feature A is subject through property, feature B is not subject, feature C is
subject below flag 102, feature D is subject below flag 100, feature E is not subject except just
above the confluence of feature C and E, feature F is subject, including pond.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
i ?
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Durham County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
u,?e E
U.S. ARMY CORPS OF ENGINEERS.;
Wilmington District
Action ID: 200220561
County:
D
-l
Authorized
Agent Soil & Env
NOTIFICATION OF JURISDICTIONAL DETERMIN
Property
Owner Charles A. Swann
Address 1211 Hebron Road
Durham, NC 27704
Telephone Number 919-471-4933
„1!,
.Y c
ental Consultants, Inc.
Attn: Todd Preumnger
Address 11010 Raven Ridge Road _
Raleigh, NC 27614
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the north side of Hebron Road (SR 1656), 0.5 mile west of Old Oxford Road, in Durham,
Durham County, North Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to an unnamed tributary of the Eno River, above headwaters, in the
Neuse River Basin.
Indicate Which of the Following Apply:
X There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be surveyed. The surveyed wetland lines must be verified by our staff before the Corps will make a final
jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this detenmination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Project Manager Signature
DateMay 2, 2002 Ex
Date May 2, 2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
1,"2(00220561 U.S. ARMY CORPS OF ENGINEERS
Wilmington District
,ion ID: County: Durham
GENERAL PERMIT (RIJGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner D.R. Horton, Inc.
Authorized
Agent _Soil & Environmental Consultants, Inc.
Attn: Mark Farrell
Address. 3949 Browning Place
Raleigh NC 27609
Telephone Number 919-877-9557
Attn: Todd PreuninQer
Address _ 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the north side of Hebron Road (SR 1656), 0.5 mile west of Old Oxford Road, in Durham,
Durham County, North Carolina. The site is adiacent to an unnamed tributary of the Eno River, above
headwaters, in the Neuse River Basin.
Description of Activity: This permit authorizes mechanized Iandclearing, excavation, the installation of
water and sewer lines, and the placement of backfill required for the construction of utility lines associated
with the development of Swann's Mill Subdivision. Temporary impacts to waters of the U.S. authorized
by this permit total 0.164 acre of wetlands.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and harbor Act of 1899) only.
Authorization: Regional General Permit Number
12 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Regulatory Project Manager Signature =M0 ?Fz
Authorization Date January 5, 2004 Expiration Date January 5, 2006
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
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1101a ZJLvM F AZ. Rand r"Vh C'"1 27614 Yuma 61P) $4S5fl.M - Fes: (;19)1'5445-9467
e'w+nSm
-.GMC AUMDMZA'tM FORM
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F'ctn`ame/Dc?cdptinn (t)ctilll 5 ?{? ?? rhaSr (n
Date: ? - ? ? - D S
'Ir DepartCrw t of tha Arai,
U.S. Army Corps of Fail,jyam:agtcnDistrL--t
P.O. Box 1890
cv•.rpn, KC 2.&=
Attn: \oP.l?? ??
nel3 Dffice
Re: {Ve Iands Itelnfed C-MUlting and Fern ttu,a
To Whom It May Cortceut
1, Lh> aurerttg;gn.?tvalmet, haelry dolt'- mxl authorize 5111 do Enrico unwr l Can5ulWt5, pA to
o act in 1nb:hA' - my Mont in th-- prong of Pte= TPU'Adoru, to FumLsh 'Tom
9uFF linlormatiDn lnsugpmt otapp2icev
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rr.? ZUU
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4
7 This notttlcatfon SaajXMdm any FIL„igm Colresparkienc a con[ern3ng tAc agzntfvr this project
Nona. 27d, au9-zEzirflon, fiat Iia
tMiy and Fznfessiontlmuate=yreasoas,ieca3idonlyfcr
government aaddAs to enter thepmp" .rh¢n accompanied by $&ZC staff. loushould eMS&EC
to a mge nm}te uieedagpnorto mailing the site.
Print FicpectyOcrnW.% Name
- ? pmpexzty ?rs 5 tun
cc: 1.15. Cyndi Kamly cc Mr. Todd Pr
1JCT7&_NR - MVQ soil & Err%jronment4 Conxul(ants, PA
v 288 CrabtreeEoulsvard
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Fu: (7!?lCU.d17!
Plan Detail Incomplete
? 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.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC l
Please provide detail for the stormwater management practices as required by GC vL9S tf i m P?N? L
? Please specify the percent of project imperviousness area based on the es \ timated built-out conditions. f?-
'
? Please indicate all stormwater outfalls on the site plan. ,%
`.
?-Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the propos
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the
information as to why it is necessary for this project.

or provide additional
? 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 minimise 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 wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? 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.
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.
Qom , f V L ?W. G,? S (??1 Z? ?? 1 ??
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SOIL & ENVIRONMENTAL CONSULTANTS, PA
TZC Division of Water Quality
Tran # Invoice Type Date Reference
6507 041105 Invoice 04/11/05 6823.92
Check Number: 17503
Date: 04/11/05 Check Art: $475.00
Balance Discount Fay Fnour.t
$475.00 $0.00 $475.00
D r= r,
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=ArDES To rQ 01D a?l6lpa DETUMNED BY H CITY OF
_ - -
o R ~R 0 GT T D T
OWNER: D.R. HORTON, INC. - TORREY 394q BROWNING PLACE
RALEIGH, NORTH CAROLINA 2'1609 ~ 4
PIN: 0834-04-62-6000.0834-04-'f - _ O 2822; 0834-04-'10 4823,
0834-04-~i-'136'7; 0834-04-81-2382
TAX MRP NO.: T85-OI-001; T85-OI-OOIA;'185-01-0016; v U
T85-OI-OOIG•, T85-OI-OOID
S~- '
TOTAL SWANN'S MILL AREA: 130.OT6 ACRES ~ O
ZONING: PDR 4.35 (8?.20 AG ~y O O W F~-d U w z I
RES) R-20(D) (42.8'1 ACRES) ~ ~ x
MAX. OVERALL IMPERVIOUS: 31.22 ACRES (APPROXIMATE) (24~) ~ x~
TOTAL NUMBER OF LOTS: 400 LOTS d D~ T D T • ~ a
~ Ix a
ill w ~N SITE DATA:
FLOOD PLAIN NOTE: SITE PLAN z ~ NOTES p~ z PDR 517E PLAN ACREAGE: 81.20 ACRES d z ~ O
FLOOD PLAIN LINE SHOWN IS PER FEMA CASE NUMBER 0304-229P FOR THE LOMR FOR ENO RIVER • W ~ O O EXISTING ZONING: PDR 4.35 (81.20 ACRES) a ~ O O
TRIBUTARY #1 (SEE GENERAL SPECIAL CONDITIONS #1 ON THE COVER SHEET). PROPOSED USE: O ~ E ~ ~
262 SINGLE FAMILY LOTS, 115 TOWNHOMES AND ASSOCIATED ~ I INFRASTRUSTURE; UTILITIES; LANDSCAPING; AND OPEN SPACE. w U ~ O IJ ON PRELIMINARY PLATS: CITY GREENWAY (EASEMENT/FEE SIMPLE TITLE) TO BE DEDICATED AT THE ` ~ a x ~
ROW NOTE: DENSITY: TIME OF FINAL PLAT APPROVAL O ~ DENSITY ALLOWED: 4.35 z w d ~
SMOOTH CONEFLOWERS ARE LOCATED IN THE RIGHT-OF-WAY ON THE SOUTH SIDE OF HEBRON ROAD AND ARE ON THE FEDERAL ENDANGERED SPECIES LIST. ROADWAY IMPROVEMENTS WILL BE DENSITY PROPOSED: 4.34 U/A 2J FOR PROJECTS (PRELIMINARY PLATS) APPROVED FOR PAYMENT IN I W . O
CONSTRUCTED TO AVOID IMPACT TO THESE PLANTS. L EU OF OPEN 5PAGE DEDICATION. ~ I C5 ~ O ~ NO. DWELLINGS ALLOWED: 318 PAYMENT iN LIEU OF OPEN 5PAGE DEDICATION TO BE MADE PRIOR TO THE APPROVAL OF ANY FINAL Z W
NO. DWELLINGS PROPOSED: 311 (PDR) c w W ly PLATS. ~ O MINIMUM LOT SIZE ALLOWED: 5,000 SF
MINIMUM LOT SIZE PROPOSED: 5,000 SF 3J STREAM BUFFERS: 50 FOOT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF STREAM, MEASURED
FROM TOP OF BANK. NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAXIMUM IMPERVIOUS SURFACE 3,500 5F (AVERAGE: 2,228 5F PER LOT) MAINTENANCE OF EXISTING VEGETATION PERMITTED. ~~~~~tiiiN~~~
MER LOT: ~ ~ q
AX. BUILDING HEIGHT ALLOWED: qp 4J FOR PROJECTS SUB.IEGT TO FEDERAL FAIR HOUSING REGULATIONS: BE ADVISED THAT THE ~ Q : J,NDS~,~ . / MAX. BUILDING HEIGHT PROPOSED: 35' PROVISIONS OF APPENDIX II OF THE FEDERAL FAIR HOU51N ~ ~ • '0~• •y .
G REGULATIONS (AGGE551BILITY GUIDELINES -24 ; .~.~•~a . AVERAGE LOT SIZE= '1,105.25 SF GFR, GH, I, SUBGH. A, APP II) EFFECTIVE MARCH b, 1991 ARE REQUIRED ON THIS TP• =
PROJECT. IT IS THE _ ~rW SETBACKS: RESPONSIBILITY OF THE OWNER/DEVELOPER/BUILDER TO COMPLY WITH THESE REGULATION5, AL50 BE _ .H =
R 2 O D T A D T ALLOWED. AWARE THAT THESE REQUIREMENTS ARE BEYOND THE SCOPE OF VOLUME I-G (HANDICAP AGGESSIBILITY) FRONT, SIDE, REAR: 8' OF THE NG STATE BUILDING GODS AND A5 SUCH THE BURDEN OF COMPLIANCE IS BORNE BY THE ,~A `
CORNER. G`" OWNER/DEVELOPERBUILJER ; 10'
51 TE DATA GENERAL NOTES: OPEN 5PAGE TABLE= _ PROPOSED 0.86 AG. S. T WN ~ • •
R 20 (D) AREA; 42.87 ACRES (1,86T,411 5F) ) O HOME DEVELOPrtL'`1T5 MAY BE DESIGNED AND CONSTRUCTED WITH PARKING AREA ~F~ FRONT, SIDE, REAR 8' SON BOTH 2 L, AREA 'B'. 6.93 AG. SIDES OF THE TRAVEL LANES, THIS CONFIGURATION 15 NOT TO 8E CONSIDERED A STREET. IF THIS OPTION t ~ l CORNER' i0' AREA 'G'. 0.92 AG. I
I. STREAM BUFFER: 50 FOOT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF NOTE: THE FOLLOWING CALCULATIONS ATR BASED ON THE 8230 STREAM, MEASURED F 5 USED, THE TRAVEL AND PARKING AREAS SHALL BE NOTED A5 "PRIVATE ACCESS AND COMMON AREAS".
GLU5TER ACREAGE OF Ib.g9 ACRES. ROM TOP OF BANK. NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION MINIMUM BUILDING SEPERATION: Ib' POOL: 129 AG. AS SUCH, THE DEVELOPER SHALL ACKNOWLEDGE AND MAKE PR05PEGTIVE BUYERS AWARE THAT T'HESP
(THE 42.8'7 ACRE CLUSTER SUBDIVISION WILL BE THE FIRST PHASE OF PERMITTED. A 10-FOOT BUILDING SETBACK FROM THE THE 130 ACRES COMPRISING THE OVERALL SWANN'S MILL BUFFER IS REQUIRED. OPEN 5PAGE: TOTAL: 10.00 AREAS WILL NOT BE ASSIGNED A STREET NAME, NOR WILL THEY EVER BE ELIGIBLE FOR MAINTENANCE BY PDR OPEN 5PAGE REQUIRED: 8.1 AG. (10~) NOTE: OA3 AG. OF OPEN 5PAGE THE CITY OF DURHAM. THE DEVELOPER WILL ENSURE THAT ALL OF THE ACCESS AND COMMON AREA
5UBDIVI510NJ 2. STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE PDR OPEN 5PAGE PROVIDED: 8.1 AG. (IOC) AREA 'A' 15 IN FLOOD PLAIN. PROPERTY IS DESCRIBED IN THE COVENANTS AND THAT THE HOME OWNERS ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THIS AREA. THE FOLLOWING NOTE SHALL BE ADDED TO ALL SITE PLANS AND
MINIMUM LOT SIZE: 10,000 5F NGDEHNR AND THE U.S. GORP5 OF ENGINEERS PRIOR TO THE COMMENCEMENT OF pEQ*I ~DDTREE COVERAGE: 20AS ALL TREE PRESERVATIO I'f.4 AG. PLAT ASSOCIATED WITH THE DEVELOPMENT: "THE DRIVING AND PARKING AREAS SHOWN ON TH
LOT AREA: ANY LAND DISTURBING ACTIVITIES IN OR NEAR A LAKE, STREAM, GREEK, 6S ACRES TRIBUTARY, OR ANY UNNAMED BODY OF WATER A NUMBER OF LOTS: 23 ND IT5 ADJACENT WETLANDS. TREE COVERAGE= 20SK ALL TREE PRESERVATIO 11.4 AG. NOTED A5 "PRIVATE AGGESb AND COMMON AREAS" DON IS DRAWING (TREE COVERAGE IS MEET WITHIN THE THE FEATURES WITHIN THIS A ~ MEET CITY OF DURHAM STREET STANDARDS,
AVERAGE LOT AREA: 0.28 ACRES (12,325 SF) 3. SANITARY SEVER REA AREA PRIVATE AND WILL NEVER BE ELIGIBLE FOR PUBLIC MAINTENANCE". DEVELOPMENT PLAN ON BOTH PDR AND
IMPERVt0U5 AREA PER LOT: 2,400 aq,.ft. EASEMENTS: CENTERLINE OF 30-FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO TERMS STATED IN THE DECLARATION IN R-20 D ZONED AREAS) bJ JUSTIFICATION FOR PROPOSED FILL IN FLOODPLAIN AND REFERENCE TO HEG II STUDY:
BUILDING YARDS/SETBAGKS: FRONT - 1'1,5 FEET REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, EMBANKMENTS, TREES, ACTIVE OPEN 5PAGE: 5'15 SF. PER LOT = 211 50 5F 4 ACTIVE OPEN 5PAGE REQUIRED= ~ (•q8 AGJ 1.) INDICATE IF 517E WILL BC MASS GRADED OR IF GRADING WILL BE DONE ON INDIVIDUAL LOTS. 517E WILL
51DE STREET - 15 FEET OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO SIDE - 7.5 FEET T'H05E TERMS. ACTIVE OPEN 5PAGE PROVIDED= 6REENWAY EASEMENT= 112b53.45 5F BE MASS GRADED BY PHA°.~, PERIMETER MA55 GRADING BUFFER 5HA
REAR - 12S FEET (A PAYMENT IN LIEU SHALL BE PROVIDED LL BE TWENTY-FIVE (25) FEET AND SHALL ACHIEVE THE STANDARDS OF BUFFER INTENSITY GLA55 2 IN ACCORDANCE WITH SECTION 102.4, TOWNHOh¢ PARKING= FOR SHORTAGE)
4. WATER/SEWER EXTENSIONS: MIN. 5ETBAGK TO PERIMETER LINES: SIDE - 30 FEET A. ALL CONSTRUCTION SHALL CONFORM TO LA BUFFER WIDTH. PARKING REQUIRED. 230 SPACES, 2NNIT
REAR - 25 FEET ~ TEST CITY OF DURHAM STANDARDS. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM PARKING PROVIDED 260 SPACES 8J SECURITY MEASURES SHALL BE INSTALLED TO PREVENT ACCESS TO THE POOL WHEN IT IS T
R/W AREA: 1.4T ACRES ~l ENGINEERING DEPARTMENT SHALL REVIEW AND APPROVE THE CONSTRUCTION SIREET IMPERVIOUS AREA: O.TI ACRES DRAWINGS PRIOR TO SUBMITTING THEM TO THE 5TATE FOR APPROVAL. INTENDED TO BE USED. ~ BICYCLE PARKING REQUIRED= II SPACES J~
TOTAL IMPERVIOUS AREA: 5. T1~ LOCATION OF THE SIDEWALKS SHOWN ON THIS A BICYCLE PARKING PROVIDED: 12 SPAGES~, ~ 9.) WHEN THE POOL 15 ADJACENT TO OFF-51TE RESIDENCES, THE PLAYING OF MUSIC ON A PUBLIC AREA IN FLOODPLAIN: ADDRESS SYSTEM IS PROHIDITED. INFORMATIONAL ANNOUNCEMENTS ARE
LOTS: 55,200 5F DURHAM AND/OR NGDOT N 15 SCHEMATIC. A CITY OF FLOODPLAIN FILL: (SEE NOTES) 13.0 AG, IOAS ~ ~ PERMITTED. THIS REQUIREMENT MAY BE WAIVED IF A PERMIT HA5 BEEN 155UED FOR A SPECIAL EVENT.
ENCROACHMENT PERMIT 15 REQUIRED PRIOR TO ANY STREETS: 34,5Ti 5F GON5TRUGTION, AFTER OBTAINING THE REQUIRED SIDEWALKS: 6,400 PERMITS, PLEASE CONTACT THE MAXIMUM ALLOWED: 0 AG. ~ '
CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-432b PLAYGROUND: 100 SF FOR APRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PR PROP05ED: t0. ALL SIDEWALKS ARE 5' WIDE UNLESS OTHERWISE LABELED, ALL SIDEWALK ADJACENT TO PARKING ARE ~ ~ U1 ~ IMPERVIOUS SURFACE: AT LEAST b' WIDE. NEW SIDEWALK TO TIE INTO EXISTING SIDEWALK. O O O O
TOTAL: 86,2'11 SF 2.20 ACRES IOR TO ANY WORK ON THE PROPOSED SIDEWALK. STR~T5: 542,896,63 5F, 1.T AG, (APPROXIMATE) O N N Cu
TOTAL PERCENT IMPERVIOUS: 12.gAS b. CITY OF DURHAM WATER EA5EMENT: CENTERLINE OF 20-FOOT WIDE CITY OF II. ACCESS TO TOWNHOMES SHALL BE PROVIDED BY PRIVATE ACCESS EASEMENTS. ~ I I I SIDEWALKS: 104,425.45 5F, 12 AG. (APPROXIMATE) [12 I .i
DURHAM WATER EASEMENT. SUBJECT TD TERMS STATED IN THE DECLARATION IN PDR 516,663 5F, 13.4 AG. (APPROXIMATE) z O N th N O ~ I I I
ZONING GLA551FIGATION: R-20 (D) REAL- ESTATE BOOK 1510, PAGE q58. NO STRUCTURES, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WITHIN THE CITY OF DURHAM WATER EASEMENT CLUSTER LOTS: 55,200 SF, 22 AG. (APPROXIMATE) t I ~ SWAN 5 MILL DESIGN ~
SITE IS IN NEUSE RIVER BASIN EXCEPT ACCORDING TO TH05E TERMS. TowNHOUSE Lors: GUIDELINES SUMMARY 115,000 5F, 4.8 AG. (APPROXIMATE) 5 O O O O POOL AREA: 21,615.565F, .5 AG. (APPROXIMATE) W
WATERSHED DI5TRIGT: FJ - B T. HEBRON ROAD TO • The majority of the site has treo cover comprised of mature pines and hardwoods. The Internal portions a TOTAL: 1,359,861 SF, 31.2 AG. (24A5 APPROXIMATE) o+ the site well be level ~
BE WIDENED TO ONE HALF OF A 120' RIGHT-OF-WAY, OPEN SPACE: REQUIRED - 4.12 ACRES (I~q,550 5F) oped to preserve as r^any of 1^e exbthg trees as possible, with a minimum tree TOTAL PDR LOT IMPERVIOUS coverage of 20Ai of site. BrIldMgs are placed on tho situ with this end result as one of Its als.
(SEE OPEN SPACE PROVIDED - b.12 ACRES (2q2,?23 5F) 8. LOTS ARE TO CONFORM TO T7+E REQUIREMENTS FOR A CLUSTER SUBDIVISION WITHIN 3 °
CALCULATION TABLE) THE EXISTING R20 ZONING DISTRICT, LOT IMPERVIOUS NOTE: 'Natural scream will b, preserved, enhanced and maintained to rovide a 30-foot ve IMPERVIOUS / LOT NUMBERS WHEN AND IF INDIVIDUAL LOTS DO NOT USE THE alon the ar ~ Pr P getative screen TOTAL onta a on Hobron Ro
TREE COVERAGE: REQUIRED - 3.6 ACRES (20SK} {156 ib 5F q. THIS SUBDIVI I b ) 5 ON 15 TO BE THE FIRST PHASE OF THE 130 ACRE SWANN'S MILL PROVIDED - bS8 ACRES (38.'ISK) (286,662 SF) SUBDIVISION. LOT IMPERVIOUS MAXIMUM ALLOTTED IMPERVIOUS SQUARE g ~ g ad. The vegetative screen will provide a transitional area to reflect the change Prom a'nglo to multi-family residential. Entrances will be landscaped with plantings.
51TE AREA GRADED: APPROXIMATELY 5S ACRES 10. LOTS WILL BE GRADED INDIVIDUAL 24,25,26Z'i,28,44,48, FOOTAGE, THE EXCESS SQUARE FOOTAGE 0 SF. / 14 63b4b1b8,12,13b8 O MAYBE TRANSFERRED TO OTHER LOTS AND THE ~
LY. Buffering For all other property Ilnes will be provided by a 25' Opcn aco area. W 9,30,31,32,33,34,35, PDR LOT IMPERVIOUS CHART MUST BE MODIFIED ~ W 2,400 SF. / 29 69,600 5F. TO REFLECT ANY CHANGES. e
II. ALL DIMENSIONS ARE IN FEET. 3'1,41,43,49-62,65-bb, Buildings are placed or the site utilizin exbtin contours as much as ossible, ada tin the bulldin 69-1I the l 9 9 P P 9 g~ to Q'i
_I2. THE WESTERN PROPERTY LINES OF LOTS I-10 MATCH THE PROPOSED F and and taking advantage of the natural terrain. O
OPEN SPACE CALCULATION LOOD PLAIN LINE - 5 ~ SUBMITTED IN A LOMB (LETTER OF MAP REVISION) FOR ENO RIVER E"'t _ 0~ / I ~ 2,450 5F. - • Parkin for residents Is a combinatlon o~ arkln ar O 9 p g g ages and driveway apron parking. (1i O
REQUIRED OPEN SPACE: 4.12 ACRES TRIBUTARY xl. THIS PACKAGE HA5 BEEN SUBMITTED TO BOTH THE CITY OF DURHAM NOT IN FLOOD PLAIN (50AS): 2A6 ACRES AND TO FEMA FOR APPROVAL. THEREFORE LOTS I-ID SHALL NOT BE BUILT UPON UNTIL ~ ~ 2,550 5F. / 3 36,42,45 7,650 5F. • Sidewalks have been dovc'o ed In a connect) stem that
THE PROPOSED FLOOD PLAIN LINE 15 APPROVED. ONLY THE STREET AND LOTS II-23, p ng sy Facilitates recreational walking. U ~ ~ 2b25 SF. / I 40 2,625 5F. • A unifying thome oP landsca o elomcnts, such as seatln trellises sidewalk tr d
PROVIDED OPEN SPACE: 6.6~ ACRES WHICH ARE LOCATED EAST OF THE STREET, SHALL BE BUILT UNTIL THE PROPOSED P g. eatment, mall boxes, etc., well Z x Z
NOT IN FLOOD PLAIN: O ~ ACAS FLOOD PLAIN LINE 15 APPROVED. be dovelopod Por all ext4rlor spaces. H M a 2b50 SF, / 3 38,46,41 1,850 5F,
PLEASE NOTE THAT, ALTHOUGH ONLY qAS OF THE REQUIRED OPEN SPADE 15 zwwO 2,091 5F. / 20 14-85,89-96 41940 5F. 'Monument signs c will be Dulled at each entrance. a ~ 9 Pr " ~ Q d
L.OGATED OUTSIDE OF THE FLOOD PLAIN, THE AREA WITHIN THE FLOOD i PLAIN 15 AN AREA THAT DOES NOT MAINTAIN STANDING WATER AND 15 z a c, 290 5F. / 11 52-56,145,253-255, gp,630 Exterior lighting will be placed sa that it does not negatively Impact the surroundin net hborhood. Buildin
PREDOMINATELY DRY M05T OF THE YEAR. i 9 9 9 216-ZTi,280-285 Design Criteria x i ~
CALCULATION OF IMP ERVIOUS AREA , CLUSTER LOT SIZE DIFFERENTIAL ~ ~ ~ Exterior finish materials and colors will com loment and reinforce the natural settin of th
(A5 COMPARED TO THE R-20 STANDARD MINIMUM LOT SIZE OF 20p00 5F) IMPERVIOU TOTAL , P g e project. The O O 1,841 SF. / 24 119,114-116,188,190, 44,328 SF, extorlor Plnish materials will be a combinatlon o1 brick and/or drlva-It, and/or I sldln These materials z 192,191-201,231-233, arc reflected in the surrounds sin le-famll resldentlal units. Facados within ~ g ~
'ALL CALCULATIONS HAVE BEEN REVISED TO REFLECT THE REMOVAL NUMBER OF AREA PER _ 251-25965-269 ng g y IndNidual bvlldMxjs aro staggored to create visual intsrast and to reduce the vbual le th of tho build) ~
OF THE 50' R20 CLUSTER BUFFER WHICH RESULTS IN A GRANGE IMPERVIOUS A -Based on actual Impervious area per the 51to Plan. OF ACREAGE FROM 18.14 ACRES TO Ib.gq ACRES. LOTS LOTS AREA B =Number of lots Includes the roroted area Por Iots 219 ~ ng ~
SF Ilt the Ilno of I Icabl I P to th ( ) (SF) sP ~ app ty c Watershed 'Buildings will be ra more than two storlas in holght. Two to three different elevations will bo solectNoly ~ ~ used Por tho buildings to create visual Interest. Roof lines well be able or hi In construction reFlectin the
STREETS WA WA 33,590 Protection Regulations rounded to the nearest whole 1,801 5F. / 21 86,87,130,139,112,113, 31,821 5F, roof Ilnes oP the surrounds nel hood. g P g ng 9~or Q
SIDEWALKS WA pl/A lot number. PROPOSED LOT D I FF R 620 G :The on I E ENTIAL TABLE -ste Im ervlous area er lot is calcul ON-LOT 23 2,400 5500 Prom the table below. p ated ITI,118,119,180,181,181, 191,193,194,195,196,256 W
TOTAL q5 10 2'13'14,215 Z
PROPOSED L07 PROPOSED LOT LOT SIZE 2 2Q sF. I _ GOMMI TT D ~ ~ E L.LEMENTS O A / 26 91 118,120-129, 254,520 5F.
SIZE SIZE DIFFERENTIAL AREA OF APPLICABILITY (SF) 0 TYPICAL IMPERVIOUS AREA PER LOT TOTAL IMPERVIOUS AREA (SF) g5p1O AVERAGE BUILDING FOOTPRINT (5F) 1,400 131-131,142-144, -SINGLE FAM
LOT I: 20,121 5F NA PERCENT IMPERVIOUS AREA 12.BAS AVERAGE DRIVEWAY AREA (30' x 18) {5F), 146-111,202-230, ILY LOTS SHALL HAVE A MINIMUM OF 5,000 5F,
LOT 2: 10,055 5F gg45 SF WALKS d MISC. IMPERVIOUS AREAS (5F) '100 LOT 3: 1Op83 SF q,gl7 5F TOTAL IMPERVIOUS AREA PER LOT (SF) 2,400 234-252,260-2b4, 210-212ZT8 -ACTIVE RECREATION AREAS SHALL BE PROVIDED IN ACCORDANCE WITH ORDINANCE.
LOT 4: IOA46 5F gg54 ~ _ IT15 SF. / 4 138)40,141,189 1100 SF. -A
LOT 5: II,~II 5F 8,~q 5F - 6REENWAY EASEMENT SHALL BE PROVIDED WITHIN THE FLOOD PLAIN.
LOT 6: 13,4?4 5F 6,526 5F LOT 10,128 5F q,8'12 SF TOTAL SHOWN 516 4 "'1r ~ - bl SF. e Z -A 25' PERIMETER OPEN 5PAGE AREA SHALL BE PROVIDEDADJAGENT TO THE STANLEY ROAD -
LOT 8: 10,020 SF q,g80 5F T PDR LOTS MAX. I R ~ NEIGHBORHOOD. MPE VIOUS 516,663 SF.
I /fT Q. to ~ni. nc w-... TOTAL 23 LET GI IKTFR i~.tpcvvinic .A
E LOT 10: 10,041 5F q,95q 5F ~ / „n o,~j-/ -Tt~EizE 5HALL BE A MAXIMUM OF 401 UNITS. EXISTING PLATTED SF. 55,200 5F. v15~~"
LOT II: 13,542 5F 6,458 5F -LEFT AND RIGHT TURN LANES ON HEBRON TO BE PROVIDED, SIZE AND TAPER TO BE DETERMINED
LOT 12: 12,395 5F '?,605 5F AT SITE PLAN STAGE.
LOT 13: 120'1 5F 'I?q3 5F LOT 14: II,g03 5F 8pg7 5F _ DEVELOPM N E T PLAN NOTES {
I. THI LOT 15: 11,549 5F 8,451 SF I I. THE 50 FOOT TRANSITIONAL USE AREA (TUA) AROUND THE PERIMETER OF THE SITE WILL CONTAIN
RES LOT I6: 11,2'13 5F b?215F LOT 11: IIp89 5F 8,gil 5F RESIDENTIAL LOTS.
IN LOT 18: 12,453 5F 1,54'15F FR01 DETAILS 2. IN ACCORDANCE WITH ZONING REQUIREMENTS STREET TREES WILL BE PLANTED ON ALL STREET t i
LOT iq: 12,450 5F 1,550 5F PDR FRONTAGES AT A RATE OF I TREE/30 LF OF FRONTAGE. STREET TREES MAY BE COUNTED TOWARD THE PDR REQUIREMENT OF I.5 5 PER DWELLING UNIT, TREES WILL BE AT LEAST 2S" IN CALIPER. L0T5 LOTS
LOT 20: 11,142 SF 8,858 5F LOT 21: 11,348 5F 8,652 5F 3 ~ ADJACENT TO ADJACENT TO
LOT 22: 13,461 5F 6,53q 5F APPL 3. UTILITY AND STREET DESIGNS WIL!. BE IN GOMPLIA INTERNAL PDR THE R-20 THE STANLEY NGE WITH SUBDIVISION, ZONING AND OTHER LOTS CLUSTER ROAD APPLICABLE REQUIREMENTS. ALL STREETS WILL BE PUBLIC.
LOT 23: 22,812 5F NA TOTAL; 28348q SF 4. 511 NEIGHBORHOOD NEIGHBORHOOD
REQUIRED OPEN SPAGE: I'I9,550 SF 4. 51DEWALKS WILL BE INSTALLED AS REQUIRED BY THE SUBDIVI510N AND ZONIN G ORDINANCES. - _ _ - _ _ _ _ - - - R-so ausTeR acre _ _ _ _
(4.12 AGRES) 5. TC I I e' o' rROrertn urn 5. TOPOGRAPHIC INFORMATION TAKEN FROM DURHAM GIS DATA. I I
i i ss' n' orer+ srnce i i i O
6. Er 6. EXISTING STRUCTURES TO BE REMOVED. i i i , - - _ - - J g,
7. AL 7. ALL BUILDINGS MUST BE SET BACK 10' FROM STREAM BUFFER.
8. TH U ~ 8. THE 5TE IS TO BE SERVED BY CITY WATER AND SEWER I I io~ ~
1 p~ e' p~ r!~ G p p w
8 q. E. DF/E q. EXTENSIVE OFF SITE WATER AND SEWER IMPROVEMENTS WILL BE REQUIRED TO SERVE THIS I I it.onrs psi DNS ~lD~N9 i i DEVELOPMENT AND WILL BE COORDINATED WITH DURHAM ENGINEERING, A UTILITY EXTENSION AGREEMENT ~ e~ore ~ ~ ~ ~ ~ A
15 NE:I N ~1 15 NEEDED BETWEEN THE DEVELOPER AND THE CITY BEFORE CONSTRUCTION DRAWINGS ARE SUBMITTED.
10 GONC z THE UTILITY LAYOUT, EASEMENTS AND OFF-SITE EXTENSIONS SHOWN IN THIS DEVELOPMENT PLAN ARE w AL AND SUBJECT TO GRANGE. i ~ ~ i ~
a I i
a I 10. P PLAT a I 10. A SPECIMEN TREE SURVEY WILL BE REQUIRED TO BE SUBMITTED AT THE TIME OF PRELIMINARY PLAT/PLAN APPLICATION. e' p. D,
of 0 _ _ _ _ _a~_
~ II. C7l II. DUE TO RELATIVELY NARROW LOT WIDTHS AND THE NATURE OF THE BUILDING PRODUCT, 50ME PARTS
N OF T4 IMPLE OF THE SITE MAY BE MA55 GRADED. WHERE MA55 GRADING 15 USED A MA55 Gf2ADING BUFF R W IMPLE E ILL BE Q MENTED A5 NECESSARY.
N a
12. TI ~ GHAN 12. THE LAYOUT ILLUSTRATED IN TH15 DEVELOPMENT PLAN 15 CONCEPTUAL AND IS SUBJECT TO MINOR GRANGE, WITR THE EXCEPTION OF THE FOLLOWING COMMITTED ELEMENTS: _ _ _ _ _ _
v - i - OPEN SPACE AMOUNT.
o o -I - STREET INGRESS / EGRESS LOCATIONS. -PERIPHERAL LOT 51ZE5.
o - I I - RECREATION CENTER ?YPIGAL LOT 5ETBAGK9
g 13. AI ~ 13. ALL STREETS SHOWN ARE TO BE DEDICATED AS PUBLIC.
4. Tf N 14. THERE IS NO PUBLIC TRANSPORTATION TO THIS SITE.
z I5. A I5. A 100' 6REENWAY EASEMENT WILL BE PROVIDED WITHIN THE FLOOD PLAIN DELINEATED ON THIS PLAN.
d THE UI THE ULTIMATE LOCATION OF THE 6REENWAY SHALL BE DETERMINED BY THE DURHAM PLANNING
~ DEPA m DEPARTMENT AT THE SITE PLAN STAGE.
~ Ib. AI Ib. AN EXTENSION AGREEMENT IS NEEDED BETWEEN THE DEVELOPER AND THE CITY BEFORE CONSTRUCTION
~ DRP~W Q DRAWINGS.
m 17. THE 17. THE DEVELOPER MAY FILL UP TO IOAS OF THE FLOOD PLAIN AREA AS ALLOWED BY SECTION 11.2.2 IN
z THE D THE DURHAM ZONING ORDINANCE.
0 Q 18. TR 18. TRAFFIC CALMING DEVICES WILL BE DETERMINED AT THE SITE PLAN STAGE,
E Iq. ND 19. ND PROPERTY WILL HAVE DIRECT ACCESS TO HEBRON ROAD.
PR07ECT N0. TRH-02010
c'n 20. B' ~ SAID 20. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW FI`~N""~• TRH02010-St
a THEM THEM TO FUNCTION AS NOTFD ON THE PLAN AND IN ACCORDANCE WITH NGDOT AND CITY OF DURHAM
STANC m TRANS STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED TO: ADEQUATE DESIGNED BY:
m PAVEt KH TRANSITION TAPERS, ALIGNMENT OF LANES THROUC-~H INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED 51GNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED DRAIIN BY:
ROAD m JTG ROADWAY IMPROVEMENTS AND BIKE LANES. THE APPLICANT AL50 ACCEPTS THE FMANGIAL
a RESPC THESE RE5PON51$ILITY FOtZ ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE SCAIEo TREEE IMPROVEMENTS A,hCD ANY REQUIRED SIDEWALK CONSTRUCTION. 1 0 100
0 N Q
DATE: 12/8/04
H SBEET N0.
H h
V :1 ¦
C_ PREL[~11!v~IRI~ DRAl1~ING - \'OT R ELEASED FOR CO~~S~ RIC'TIO~
X McADAMS

OV R PR O GT T D
T
OWNER: D.R. NORTON, ING, - TORREY
3949 BROWNING PLACE RALEIGH, NORTH CAROLINA 2'1609
PIN: 0834-04-62-6000; 0834-04-"10-282 - - 2, 0834 04 10-4823;
0834-04-11-136?; 0834-04-81-2382
TAX MAP NO.: 185-OI-001;'185-OI-OOIA;185-DI-001$;
'185-OI-0OIG;185-OI-OOID Z U
S~- •
TOTAL SWANN'S MILL AREA: 130.016 ACRES x o
ZONING: PDR 4.35 (81.20 ACRES} • O o
R-20(D) (42.81 ACRES) w z I ~ rn
MAX. OVERALL IMPERVIOUS: 31.22 ACRES (APPROXIMATE) (24~) a ~o
TOTAL NUMBER OF LOTS: 400 LOTS p ~ a~ I- DR T d DA T
' ~ a
0 a w SITE DATA: ~ W a N
FLOOD PLAtN NOTE: 51 TE PLAN NOTES z ~ z
FLOOD PLAIN LINE SHOWN IS PER FEMA CASE NUMBER 0304-229P FOR THE PDR SITE PLAN ACREAGE: 8?.20 ACRES rr z ~ O X00
LOMR FOR ENO RIVER TRIBUTARY #1 (SEE GENERAL SPECIAL CONDITIONS #1 ON THE COVER SHEET). EXISTI W N6 ZONING: PDR 4.35 (8?.20 ACRES) a C4 O O ~ ~ F~~
PROPOSED USE: 262 SINGLE FAMILY LOTS, 115 TOWNHOMES AND ASSOCIATED l'A I INFRASTRUSTURE; UTILITIES; LANDSCAPING; AND OPEN SPACE. I.) ON PRELIMINARY PLATS, CITY GREENWAY (EASEMENT/FEE SIMPLE TITLF~ TO BE DEDICATED AT THE ~ ~ x ~
ROW NOTE: DENSITY: TIME OF FINAL PLAT APPROVAL W U k O
SMOOTH CONEFLOWERS ARE LOCATED IN THE RIGHT-OF-WAY ON THE SOUTH SIDE OF HEBRON ROAD DENSITY ALLOWED: 4.35 W WO ~ z w DENSITY PROPOSED: 4.34 U/A 2J FOR PROJECTS (PRELIMINARY PLAT '1
AND ARE ON THE FEDERAL ENDANGERED SPECIES LIST. ROADWAY IMPROVEMENTS WILL BE CONSTRUCTED TO AVOID IMPACT TO THESE PLANTS. 5) APPROVED FOR PAYMENT IN LIEU OF OPEN SPACE DEDICATION: ~!n¦ ~ ~ • O NO. DWELLINGS ALLOWED: 378 PAYMENT IN LIEU OF OPEN SPACE DEDICATION TO BE MADE PRIOR TO THE APPR~-~ I O
PLATS. OVAL OF ANY FINAL ~J Z W . O NO. DWELLINGS PROPOSED: 371 (PDR) w xa~,,
MINIMUM LOT SIZE ALLOWED: 5,000 SF MINIMUM LOT SIZE PROPOSED: 5p00 SF 3J STREAM BUFFERS: 5~J FDOT WIDE UND151URBED STREAM BUFFER EACH SIDE OF STREAM, MEASURED
FROM TOP OF BANK. N0 CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY
MAXIMUM IMPERVIOUS SURFACE 3,500 5F (AVERAGE: 2,228 5F PER LOT) MAINTENANCE OF EXISTING VEGETATION PERMITTED. n~iiiu~~ PER LOT: i~~~~~
H ~~A MAX. BUILDING HEIGHT ALLOWED: q0' 4a FOR PROJECTS 5l~.lEGT TO FED F I ~
MAX. BUILDING HEIGHT PROPOSED: ERAL A R HOUSING REGULATIONS. BE ADVISED THAT THE Q~ NDS~ ; 35' PROVI510N5 OF APPENDIX II OF THE FEDERAL FAIR HOUSING REGULATIONS (AGGE551BILITY 6UIDELI ~~a ~ ~y AVERAGE LOT SIZE: GFR, GH. I, SUBGH. A, APP IU EFFECTIVE MARCH I NE5 44 , ~ ~ ;
?,105.25 SF b, qql ARE REQUIRED ON THIS PROJECT. IT IS THE ;W~ SETBACKS: RESPONSIBILITY OF THE OWNER/DEVELOPER/BUILDER TO COMPLY WITH r =
R 2 0 D T A D T THESE REGULATIONS. AL50 BE : ~c ;y ~ ~ y: * _ ALLOWED. AWARE THAT THESE REQUIREMENTS ARE BEYOND THE SCOPE OF V .o _
OLUME I-G (HANDICAP AGGE551BILITY) f-RONT, SIDE, REAR: a~ OF THE NG STATE BUILDING CODE AND A5 SUCH THE BURDEN OF COMPLIANCE 15 BORNE BY THE
51 TE DATA GENERAL NOTES: ~~R' 10' OWNER/DEVELOPEW;3UILJER OPEN SPADE TABLE; PROPOSED,
R 20 (D) AREA: 42.81 ACRES (1,861,411 5F) AREA 'A5 0.86 AG. 5.) TOWNHOME DEVELOPi ;E`IT5 MAY BE DESIGNED A FRONT, SIDE, REAR, ND CONSTRUCTED WITH PARKING AREAS V ~ 8' ON BOTH i~ N AREA 'B': b.q3 AG. SIDES OF THE TRAVEL LANE .THIS 2 q
NOTE: THE FOLLOWING CALCULATIONS ATR BASED ON THE 8230 I~ STREAM BUFFER: 50 FOOT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF 5 CONFIGURATION IS NOT TO BE CONSIDERED A STREET. IF THIS OPTION ~ ~ l 10' AREA 'G', O.q2 AG. 15 USED, THE TRAVEL AND PARKIN6 AREAS SHALL BEN TE
CLUSTER ACREAGE OF 16.99 ACRES. STREAM, MEASURED FROM TOP OF BANK. NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION POOL: 12q AG. AS SUCH, THE DEVELOPER SHALL AGKNO O D A5 PRIVATE AGGE55 AND COMMON AREAS . MINIMUM BUILDING SEPERATION: Ib' WLED6E AND MAKE PROSPECTIVE BUYERS AWARE TH
(THE 42.81 ACRE CLUSTER SUBDIVISION WILL BE THE FIRST PHASE OF PERMITTED. A 10-FOOT BUILDI THE 130 ACRES COMPRISING THE OVERALL SWANN'S MILL N6 SETBACK FROM THE BUFFER IS REQUIRED. AREAS WILL NOT $E ASSIGNED A STREET NAME, NOR WILL THEY EVER BE ELI I AT THESE OPEN SPADE: TOTAL: 10.00 6 BLE FOR MAINTENANCE BY PDR OPEN SPACE REQUIRED: 8.7 AG. (1096) NOTE: 0.03 AG. OF OPEN SPACE THE CITY OF DURHAM, THE DEVELOPER WILL ENSURE THAT ALL OF THE AGGE55 AND COMMON AREA
SUBDIVI510NJ 2. STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUI PDR OPEN SPACE PROVIDED: 8.7 AG. (10:5) AREA 'A' IS IN FLOOD PLAIN. ~~TY 15 DESCRIBED IN THE COVENANTS AND THAT THE HOME OWNERS ASSOCIATION 15 RESPONSIBLE
NGDEHNR AND THE U.S. CORPS OF ENGINEE RED FROM THE MINIMUM LOT SIZE: IOp00 5F ANY R5 PRIOR TO THE COMMENCEMENT OF FOR THE MAINTENANCE OF THIS AREA. THE FOLLOWING NOTE SHALL BE ADDED TO ALL SITE PLANS AND ~E~l ~DDTREE COVERAGE: 20AS ALL TREE PRESERVATIO I?.4 AG. PLAT ASSOCIATED WITH THE pE1/ELOPMENT: "THE DRIVING AND PARK
LOT AREA. bS ACRES LAND DI5TURBING ACTIVITIES IN OR NEAR A LAKE, STREAM, GREEK, NUMBER OF LOTS: 23 TRIBUTARY, OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS. TREE GOVERAGE~ 2055 ALL TREE PRESERVATIO 17.4 AG. NOTED A5 "PRIVATE ACCESS AND COMMON A IN6 AREAS SHOWN ON THIS DRAWING
AVERAGE LOT AREA: 0.28 ACRES (12,325 5F) {TREE COVERAGE 15 MEET WITHIN THE THE FEATURES WITHIN THIS A REAS" DO NOT MEET CITY OF DURHAM STREET STANDARDS. REA AREA PRIVATE AND WILL NEVER BE ELIGIBLE FOR PUBLIC MAINTENANCE". DEVELOPMENT PLAN ON BOTH PDR AND
IMPERVIOUS AREA PER LOT: 2,400 sci.Ft. 3. SANITARY SEWER EASEMENTS: CENTERLINE OF 30-FOOT WIDE CITY OF DURHAM 5ANITARY SEWER EASEMENT, SUBJECT TO TERMS STATED IN THE DECLARATION IN R-20 D ZONED AREAS) bJ JUSTIFICATION FOR PROPOSED FILL IN FLOODPLAIN AND REFERENCE TO HEG II STUDY:
BUILDING YARDS/SETBACKS: FRONT - I1S FEET REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL EMBANK ACTIVE OPEN SPADE: 575 SF, PER LOT = 21?
OR 065TRUGTIDNS PERMITTED WITHIN THE EASEMENT E MENTS, TREES, SIDE STREET - 15 FEET XGEPT ACCORDING TO SIDE 7.5 FEET TN05E TERMS. ACTIVE OPEN SPACE REQUIRED: ,350 SF (4.q8 AGJ INDICATE IF SITE WILL BE MA55 GRADED OR IF GRADING WILL BE DONE ON INDIVI ACTIVE OPEN SPADE PROVIDED: 6REENWAY EA5EMENT: 1'12,653.45 5F BE MA55 GRADED $Y PHASE. PERIMETER MA55 LOTS. SITE WILL
REAR - 12.5 FEET (A PAYMENT IN-LIEU SHALL BE PROVIDED GRADING BUFFER SHALL BE TWENTY-FIVE (25) FEET AND
4. WATER/SEWER EXTENSIONS MIN. SETBACK TO PERIMETER LINES: 51DE - 30 FEET A. ALL CONSTRUCTION FOR SHORTAGE) SHALL ACHIEVE THE ST.ANDARp~' OF BUFFER INTENSITY GLA55 2 IN ACCORDANCE WITH SECTION 10.2.4, TOW~IHOME PARKIN6 BUFFER WID1?i. PARKIN6 REQUIREp, 230 SPACES, 2NNIT
REAR - 25 FEET ~ SHALL CONFORM TO LATEST CITY OF DURHAM STANDARDS. f B. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM PARKIN6 PROVIDED, 260 SPACES _ 5 eJ SECURITY MEASURES SHALL BE INSTALLED TO PREVENT AGG T
R/W AREA: 1.41 ACRES OJ ENGIN~RIN6 DEPARTMENT SHALL REVIEW AND APPROVE THE STREET IMPERVIOUS AREA: O.T! ACRES STATE FOR APPROVAL. E55 0 THE POOL WHEN IT IS NOT BICYCLE PARKIN6 REQUIRED: INTENDED TO BE USED.
DRAWINGS PRIOR TO SUBMITTING THEM TO THE CONSTRUCTION TOTAL IMPERVIOUS AREA: 5. THE LOCATION OF THE 51 II SPACES BICYCLE PARKIN6 PROVIDED: 12 SPAGESL. ~ qJ WHEN THE POOL I
LOTS: 55,200 SF DURHAM A DEWALKS SHOWN ON THIS PLAN 15 SCHEMATIC. A CITY OF 1y~, 5 ADJACENT TO OFF-SITE RESIDENCES, THE PLAYING OF MU51G ON A PUBLIC AREA IN FLOODPLAIN, ADDRE55 SYSTEM 15 PROHIBITED. INFORMATI FLDODPLAIN FILL: (SEE NOTES) 13.0 AG, IOAS ~ ~ OVAL ANNOUNCEMENTS ARE PERMITTED. THIS REQUIREMENT
STREETS: 34511 5F ND/OR NGDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY SIDEWALKS: CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE MAY BE WAIVED IF A PERMIT HA5 BEEN ISSUED FOR A SPECIAL EVENT. MAXIMUM ALLOWED: 0 AG. , '
6'~ CITY OF DURHAM ENGINEERING CONSTRUCTION I PLAYGROUND: 100 ~ NSPEGTION OFFICE AT 560-4326 PROPOSED: 10. ALL SIDEWALKS ARE 5' WIDE UNLESS OTHERWISE LABELED, ALL SIDEWALK ADJACENT TO PARKIN ~ N ~
FOR APRE-CONSTRUCTION CONFERENCE AND FIELD VI51T PRIOR TO ANY WORK ON TOTAL: 96~T1 5F 2.20 ACRES THE PROP05ED SIDEWALK. IMPERVIOUS 5URFAGE: O AT LEAST b' WIDE. NEW SIDEWALK TO TIE INTO EXISTING SIDEWALK. G ARE ~ O O O STREETS, 542,886.63 5F, AG. (APPROXIMATE) O N N Co~2
TOTAL PERCENT IMPERVIOUS: 12,q~ 6. CITY OF DURHAM WATER EASEMENT: CENTERLINE OF 20-FOOT WIDE CITY OF II, AGGE55 TO TOWNHOMES SHALL BE PROVIDED BY PRIVATE AGGE55 EASEMENTS. ~ I I I 104,425.45 5F. 1.2 AG. (APPROXIMATE) Uj (
DURHAM WATER EASEMENT. SUBJECT TO TERMS STATED IN THE DECLARATION IN PDR 516bb3 5F, 13.4 AG. (APPROXIMATE) z ~ ~ j ~
ZONING GLA551FIGATION: R-20 (D) REAL- ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, EMBANKMENTS, TREES O ~ I I I G TER LOTS: 55,200 SF, 2.2 AG. (APPROXIMATE) i I
SITE IS IN NEUSE RIVER BASIN OR OBSTRUGTION5 PERMITTED WITHIN THE CITY OF DURHAM WATER EASEMENT EXCEPT ACCORDING TO TH05E TERMS. TOE SWAN 5 MILL DE51 GN ~ ~ M GUIDELINES SUMMARY LOTS 115p00 5F, 4.8 AG. (APPROXIMATFa O O O O
WATERSHED DISTRICT: FJ - B 1. HEBRON ROAD TO BE WIDENED TO ONE HALF OF A 120' R16HT-OF-WAY. POOL AREA: 21 ?5.565F 5 b , .5 AG. (APPROXIMATE) W TOTAL: + The ma~orlty of the site has treo cover comprised of maturo pines and hardwoods. Tha Internal ordons p"
OPEN SPACE: REQUIRED - 4.12 AGRE5 (119,550 5F) 1,35q,861 SF, 312 AG. (24~ APPROXIMATE) of tho site well be develo ed to reserve a m p s any Of the CXlsting treG9 a5 p0591bIG, with a minimum tree
(SEE OPEN SPACE PROVIDED - 6.12 ACRES (292,123 SF) 8. LOTS ARE TO CONFORM TO THE REQUIREMENTS FOR A CLUSTER SUBDIVI51 N TOTAL PDR LOT IMPERVIOUS covers a of 20Ai of s1te. Bulldh p 9 gs are placed on the site with this end result as one of its goals.
CALCULATION TABLE) THE EXISTING R20 ZONING DISTRICT. O WITHIN 3 ~ LOT IMPERVIOUS NO : • TE Natural screenln will br. preserved, enhanced and maintained to rovlde a 3o-foot IMPERVIOUS / LOT NUMBERS TOTAL WHEN AND IF INDIVIDUAL LOTS DO NOT USE THE alo the ~ P vegetative screen
TREE COVERAGE: REQUIRED - 3.6 ACRES (20~) (156,816 5F) 9. THIS SUBDIVISION I 5 TO BE THE FIRST PHASE OF THE 130 ACRE SWANNS MILL PROVIDED - bS8 ACRES (38.1`x,) (286,662 SF) SUBDIVISION. LOT MAXIMUM ALLOTTED IMPERVIOUS SQUARE n9 propertys frontage on Hebron Road. Tho vegetative screen will provide a transitional area to IMPERVIOUS reflect the c
517E AREA GRADED APPROXIMATELY 5S ACRES 10. LOTS WILL FOOTAGE, THE EXCESS SQUARE FOOTAGE ?'~ge from s,ngle to multi family residential. Entrances will be landscaped with plantln s. 0 SF. / 14 24~5,26~"1,28,44,48, g
BE GRADED INDIVIDUALLY. 63b4b7b8,72,?3,88 0 MAYBE TRANSFERREp TO OTHER LOTS AND THE + Buffering for all other property Ilnes will be provided by a 25' Open Space area. W
II. ALL DIMENSIONS ARE IN FEET. 2400 5F. q q,¦.30,31,32,33,34,35, PDR LOT IMPERVIOUS CHART MU5T BE MODIFIED bq,600 5F. TO REFLECT ANY CHANGES, • ~ W ' / 2 3?,41,43,4q-62,65-66 BuIldings are placed or the site utilizing existing contours as much as possible, adaptln the bulidin s to ~
bq-?I the land and takln g g g advantage of tho natural torratn. O
OPEN SPACE GALGU A _12. THE V~STERN PROPERTY LINES OF LOTS I-10 MATCH THE PROPOSED FLOOD PLAIN I _ L TIONS LNE AS SUBMITTED IN A LOMR (LETTER OF MAP REVISION) FOR ENO RIVER 2,450 SF. / I 3q _ o 2,450 5F. * Parking for residents Is a combination o~f arkln ara es I O
REQUIRED OPEN SPACE: 4.12 ACRES TRIBUTARY xl. THIS PACKAGE HAS BEEN 5UBMITTED TO BOTH THE CITY OF DURHA NOT IN FLOOD PLAIN (50~): 2.06 ACRES BE BUILT UPON UNTIL AND TO FEMA FOR APPROVAL. THEREFORE LOTS 1-10 SHALL NOT M p g g g and dr veway apron parking. a, O 2550 5F. / 3 36,42,45 ?,650 5F. ~ ~
THE PROPOSED FLOOD PLAIN LINE 15 APPROVED. ONLY THE STREET AND LOT5 II-23, ' Sidewalks havo been devc'aped In a connecting system that facilitates recreational walkln . ~
PROVIDED OPEN SPACE. 6.61 ACRES WHICH ARE LOCATED EAST OF THE STREET, SHALL BE BUILT UNTIL THE PROPOSED 2b25 SF. / I 40 g 2,625 5F. + A unifying theme of lanascapo olements, such as seatln , trellises, sidewalk trea n d
NOT IN FLOOD PLAIN: 0 .31 ACRES FLOOD PLAIN LINE IS APPROVED, g tme t, mall boxes, etc., well ~ ~ x Z bo developed for all extc:rlor spaces. ~ ~..i C7 2b50 SF. / 3 38,46,4? 7,850 5F. ~ .a
PLEASE NOTE THAT, ALTHOUGH ONLY qAi OF THE REQUIRED OPEN SPADE IS 2 SF, / 20 ?4-85 -qb * Monum n W O ,Oq'i ~ 41,840 SF. o t slgnage w111 bo provided at oath entrance. ~ ~
LOCATED OUTSIDE OF THE FLOOD PLAIN, THE AREA WITHIN THE F LOOD PLAIN 15 AN AREA T4iAT DOES NOT MAINTAIN STANDING WATER AND 15 d d 2~q0 5F, / I? 52-56,145,253-255, + Z ~
PREDOMINATELY DRY MOST OF THE YEAR 40b30 5F. Exterior lighting will be placed sc that It does not negatively Impact the surroundin neI hborhood. Bulldin Q 2'16-27780-285 Desl g g 9 gn Criteria ~ x
GAL t GULATION OF IMP ERYIOUS AREA CLUSTER LOT SIZE DIFFERENTIAL H +
(A5 COMPARED TO THE R-20 STANDARD MINIMUM LOT SIZE F 0 20p00 5F) IMPERVIOU Exterior finish materials and colors will complemont and reinforce tho natural settln of the o ect Th ~ ~ 1,84? SF. / 24 Ilq,lT4-176,188,Ig0, 44,328 SF. 9 Pr ~ e O exterior Plnlsh materials will be a combination of brick and/or drive-It, and/or lap siding, These materials ~ z
'ALL CALCULATIONS HAVE BEEN REVISED TO REFLECT THE REMOVAL TOTAL Ig2,ig1-201,231-233, ar : e reflected In tho surroandtng single-family resldontlal units. Facades within IndNldual bvlldl s aro ~
OF THE 50' R20 CLUSTER BUFFER WHICH RESULTS IN A CHANGE NUMBER OF AREA PER IMPERVIOUS A =Based on actual Im ervi e ~ p ous area per the Slto Plan. OF ACREAGE FROM 18.14 ACRES TO 16.99 ACRES. LOTS LOT AREA B :Number of lots Includes the prorated area Por lots 257-25q~65-26q, sta ored to create vl ~ ~ gg sual In.~rest and to reduce the visual length of tho butlding. ~ 2?q ~
(SF) (5F) split by the Iine oP applicability to the Watershed " Buildings will bo no morn than two stories In height. Two to throe dlfFerent elevations will be selectNel ~
STREET5~ WA N/A 33590 Protection Regulations rounded to the nearest whole used for the build s to create visual Interost. RooF lin y 1,801 5F. / 21 86,87,130,13q,1?2,173, 3"1,821 SF. I^9 es will be gable or hip In construction, reFlecting the
PROP SIDEWALKS N/A wA 6 20 lot number. OSED LOT DIFFERENT ~ AL TABLE G :The on-situ im ervlous ar roof Ilnes of the surround neI rhood. m,178,na,180,1b1a8?, ~ ~0 q
ON-LOT 23 2,400 5500 p ea per lot Is calculated Prom the table below. TOTAL q5 10 191,Ig3,lg4,lq5,lqb,256 2?3~'T4,275 W
PROPOSED LOT PROPOSED LOT LOT SIZE z
SIZE SIZE DIFFERENTIAL AREA OF APPLICABILITY (SF) 0 TYPICAL IMPERVIOUS AREA PER LOT COMMITTED ELEMENTG ~ 2p20 5F. / 126 q7-118,120-12q, 254520 SF. 5 O 131-137,142-144,
TOTAL IMPERVIOUS AREA (SF) g5,01O AVERAGE BUILDING FOOTPRINT (5F) 1,400 LOT I: 20,121 SF NA , PERCENT IMPERVIOUS AREA 12,8 AVERAGE DRIVEWAY AREA (30 x IS') (SF), 146-171,202-230, -SINGLE FAMILY LOTS SHALL HAVE A MINIMUM OF 5,000 SF,
WALKS d MISC. IMPERVIOUS AREAS (5F) 100 LOT 3: IOp83 5F ggl7 5F t~rL7L~GV-1C4, 2'IO-272,2?B -ACTIVE RECREATION AREAS SHALL BE PROVIDED IN ACCORDANCE WITk ORDINAN
TOTAL IMPERVIOUS AREA PER LOT (SF) 2,400 LOT 4: 10,046 5F q,g54 5F I GE. I,TIS SF. / 4 13840141184
LOT 5: II?II 5F 8,~q 5F _ LOT b: 13,414 SF 6,526 SF 7,100 5F. -A GREENWAY EASEMENT SHALL BE PROVIDED WITHIN THE FLOOD PLAIN.
LOT 1: 10,128 SF q,812 5F TOTAL SHOWN 51 ~ ---0 6,614 5F. ~ Z, -A 25' PERIMETER OPEN SPACE AREA SHALL BE PROVIDEDADJAGENT TO THE STA -
LOT 8: 10,020 5F q,g80 5F NEIGFfBORH00D. NLEY ROAD PDR LOT5 MAX. IMPERVIOUS 516,663 SF.
OT 9: 10,080 5F q,g20 5F T~ LOT 10: 10,041 5F q,g5q 5F E. TOTAL 23 LOT GLU5TER IMPERVIOUS ~ EXI TI rr DD'~`~'~ -THERE SHALL BE A MAXIMUM OF 401 UNIT5. 5 NG PLATTED 5F, 55,200 5F. Vim"
LOT II: 13,542 5F 6,458 5F
LOT 12: 12,385 5F 1,605 SF t -LEFT AND RIGHT TURN LANES ON HEBRON TO BE R'R,^.".'-'~ I 5 ZE AND TAPER TO BE DETERMINED AT 5~ T E PLAN STAGE.
LOT 13: i2~01 5F 1,183 ~ ~l LOT 14: II,g03 5F 8,Og1 ~ DEVELOPMENT P LAN NOTES
LOT 15: 11,54q 5F 8,451 SF I. THE I. THE 50 FOOT TRANSITIONAL USE AREA (TUA) AROUND THE PERIMETER OF THE 517E WILL CONTAIN
LOT Ib: II~'i3 5F b?27 ~ RE-511 LOT 11: IIpBq SF 8,gll 5F RESIDENTIAL LOTS.
2. IN LOT I8: 12,453 5F 1,5415E DETAILS 2. IN ACCORDANCE WITH ZONING REQUIREMENTS STREET TREES WILL BE PLANTED ON ALL STREET
FROG T Iq: 12,450 5F 1,550 ~ FRONTAGES AT A RATE OF I TREE~30 LF OF FRONTAGE. STREET TREES MAY BE COUNTED TOWARD THE
PDR LOT 20: 11,142 5F 8,858 5F LOT 21: 11,348 5F 8 52 5F PDR REQUIREMENT OF IS TRESS pER DWELLING UNIT, TREES WILL BE AT LEAST 2S" IN CALIPER. LOTS LOTS ADJACENT TO ADJACENT TO
LOT 22: b 3. UTI 13,461 5F 6,53q 5F APPL 3. UTILITY AND STREET DE51GN5 W!L! BE IN COMPLIANCE WITH SUBDIVISION, ZONING AND OTHER INTERNAL PDR THE R-20 THE STANLEY
LOT 23: 22,812 5F NA TOTAL: 28348q SF APPLICABLE REQUIREMENTS. ALL STREET5 WILL BE PUBLIC. LOTS CLUSTER ROAD
4. 51[ REQUIRED OPEN SPADE: 114,550 5F NEIGHBORHOOD NEIGHBORHOOD 4. 51DEWALKS WILL BE INSTALLED AS REQUIRED BY THE SUBDIVISION AND Z NI 0 N6 ORDINANCES. -
(4.12 AREES) 5. TO _ _ _ _ _ _ _ _ _ R so a_u_~Teic ~iHe 5. TOPOGRAPHIC INFORMATION T I I e' ~RtY urn
AKEN FROM DURHAM 615 DATA, I I I i ~ i as' n' anew srACe
b. EX 6. EXISTING STWJGTURES TO 8E REMOVED. ~ ~ W
1. ALl a' T. ALL BUILDINGS MUST BE SET BACK 10' FROM STREAM BUFFER
s. THI U 8. THE 5TE 15 TO BE SERVED BY CITY WATER AND SEWER ~ i i i i 1 I is ~
g q. Er I I a' 8' a' ~ e' e' 4. EXTENSIVE OFF 517E WATER AND SEWER IMPROVEMENTS WILL BE REQUIRED TO SERVE THIS I I i w
DEYE N 15 NEE DEVELOPMENT AND WILL BE COORDINATED WITH DURHAM ENGINEERING. A UTILITY EXTENSION AGREEMENT t~iHS ~ ~ ~ ~ ~ A ENVELOPE ~ O 15 NEEDED BETWEEN THE DEVELOPER AND THE CITY BEFORE GON5TRUGTION DRAWINGS ARE SUBMITTED. ~ ~ ~ vE~oPE ~ ~ ~
THE THE UTILITY LAYOUT, EASEMENTS AND OFF-SITE EXTENSIONS SHOWN IN THIS DEVELOPMENT PLAN ARE ~
~ GONG a ~ CONCEPTUAL AND SUBJECT TO GRANGE. ~ i i i ~ i
N I 10. A ~ , , , , ~ I 10. A SPECIMEN TREE SURVEY WILL BE REQUIRED TO BE SUBMITTED AT THE TIME OF PRELIMINARY N"'I QI
rn PLATT 0 v PLAT/PLAN APPLICATION. e, D, ~ e'
o II. DUI II. DUE TO RELATIVELY NARROW LOT WIDTHS AND THE NATURE OF T
N OF TH IMPLEI OF THE 517E MAY BE MASS GRADED. WHERE MA55 I ~ BUILDING PRODUCT, SOME PARTS GRAD NG 15 USED A MA55 GRADING BUFFER WILL BE (n IMPLEMENTED A5 NEGE55ARY. Q
12. TF 12. THE LAYOUT ILLU5TRATED IN THIS D f~ . EVELOPMENT P A F~ L N IS C.ONGEPTUAL AND 15 SUBJECT TO MINOR
~ ~ GHANE m - C GRANGE, WITH THE EXCEPTION OF THE FOLLOWING COMMITTED E CEMENTS: _ _ _ - - - - - - - OPEN SPACE AMOUNT. - - - - _ - - _ _
o ~ - c -STREET INGRESS / EGRESS LOCATIONS.
<°v - F _ - F - PERIPHERAL LOT SIZES. - RECREATION CENTER TYPICAL LOT 5ETBAGKS
13. AL sc~.e, ~ 13. ALL STREETS SHOWN ARE TO BE DEDICATED AS PUBLIC.
N 14. TH 14. THERE IS NO PUBLIC TRANSPORTATION TO THI5 SITE.
z 5 15. A 15. A 100' 6REENWAY EASEMENT WILL BE PROVIDED WITHIN THE FLOOD PLAIN DELINEATED ON THIS PLAN.
a THE UL THE ULTIMATE LOCATION OF THE 6REENWAY SHALL BE DETERMINED BY THE DURHAM PLANNING
rW- DEPAF DEPARTMENT AT THE 517E PLAN STAGE.
> I6. Af` I6. AN EXTENSION AGREEMENT IS NEEDED BETWEEN THE DEVELOPER AND THE CITY BEFORE CONSTRUCTION
~ DRAWI Q DRAWINGS.
ai I1, THE I?, THE DEVELOPER MAY FILL UP TO IOAS OF THE FLOOD PLAIN AREA AS ALLOWED BY SECTION 11.2. IN
z THE Dl THE DURHAM ZONING ORDINANCE. ~
a° 18. TRI 18. TRAFFIC CALMING DEVICES WILL BE DETERMINED AT THE 517E P AN
E Iq. ND L STAGE.
a 19. ND PROPERTY WILL HAVE DIRECT ACCESS TO HEBRON ROAD,
~ 20. B7 PROJECT N0. TRH-~2Q~0 20. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT
~ SAID II a THEM 1 SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW FILENAME: THEM TO FUNCTION A5 NOTED ON THE PLAN AND IN ACCORDANCE WITH NGDOT AND CITY OF DURHAM TRHOZO~O-Sl
v i'n STAND STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT 15 NOT LIMITED TO: ADEQUATE
~ TRANS DESIGNED BY: KH TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTER5EGTIDN5, ASSOCIATED SIGNAL MODIFICATIONS,
PAVE1r ~ ROADY PAVEMENT MARKINGS, ASSOCIATED 51GNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED DReerr BY: JTG ROADWAY IMPROVEMENTS AND BIKE LANES. THE APPLICANT AL50 ACCEPTS THE FINANCIAL
a o RE5P0 RE5PON51BILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NEGE55ARY TO ACCOMMODATE
o THESE N Q THESE IMPROVEMENTS AND ANY REQUIRED SIDEWALK C.ONSTRUGTION. S~~ ~ _
DATE: 12~8~~4
i-
H y SBEEf N0.
J
C PRELII~II~ARY DRA1Y[NG - V~OT RELEASED FOR CONSTRC`CTIO:~
K McAD AMS

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N/F WETLANDS CHANNEL HANSON AGGREGATES '`OUTHEAST, INC.
AREA=0.01 ACRES D.B. 3345, F,:. 369 ~ ` N/F
_ _ P.B. s4, P . 44 • _ _ 1765.28 N 89 31 10 E DANNY B. do DOROTHY W. JOHNSON
X'x1~69.02 , , ''r,h` x .L268 ,117.92''` 198.83' < f ~ 'y .,k,, ,r;..,~ .X ^1480.90'';x'`4'' r'`~.`k' ;k%`,~ ' 'x' ~ Y'` 1 'v r N ~ k X, ,x ,x 'x'' x'`~'. ' `L223 ,r 798.61 D.B. 1472, PG. 220 TT~~ THIS CERTIFIES THAT THIS COPY OF THIS PLAT I N V1 P.B. 36, PG. 13 DE nF1E5 AS WATERS OF THE U.S. OR TLANDS
~,(T1E TOr 600 0 `.:':.(TIE TO~, r N ~ (T1E TO N x ' ''x ; ~ •(11E TO - : N (TIE TO 'xWE N ,x x~ ~ WETLANDS ~ WETLANDS ~ X\, ~;x x `'WETLANDS ''~".,x , x" k ",r N ALL AREAS OF W I, JOSEPH N. GRADY, JR. A NORTH CAROLINA PROFESSIONAL LAND SURVEYOR, _ ATERS OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO S~CnON DO HEREBY CERnFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVI I
WETLANDS MATRIX A A TLA DsC,• ) f';K 'f'' ~ (2 WETLANDS) REA , ; , , f.: X46 ' ~ 21 ' 'xCHANNEL); x , .CHANNEL) 1225 . `i ' ' : Y .k x ' 'x 'x:•''.; x 8' , ( 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. tILESS THERE AND SHOWS THE LOCAn SON ONS OF SECnON 404 JURISDICnONAI AREAS AS ~I CONTROL IS A CHANGE IN LAW OR OUR PUBLISHED REGULAnONS, THIS DETERMINAnON OF SECn 404 D IN A
(CONTAINS SOME UPLANDS x x, ~ ~ `x'`x; 419:•: x x 4?? '~x' ,2?0 CONTF ) , ;c ' ~ 403' \402 x; 'x - ~ ;''k y ry. -~,418X s.f,. ,R, * ;467, CORN AREA-2.21 ACRES ,x x x' .x ~,x ~ ry , ~ X16„-'417 ' k~( ''42 A~ ~ ; y k y k, , , •4;5, 'x,'`•::466 lei EL E TED BY SdcEC OF RALEIGH, NC. CORNER N/F JURISDICnON MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FlVE YEARS FROM PHIS DATE. PHIS - '
A,, X41 a0~' 42 ~,'L Nr; ~ x •.t; `x' ,y,- ~ Y, ,)l f x,\" '"`%,,.K k'~, r ~ r 404 L23 9 LZ .P,~ ' •F~ `y' '•;A/'`~~~ ` 465 JOHN & ADDIE WHI1lED DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEER ~ °""r S WETLANDS DELINEATION MANUAL. 1~~~~~Q e~t• D.B. 301, PG. 502 ~ ~ o
, 'x x, k x .'1 'k' N N i . ~ L23 > r',, y y k " 'r' ~`',x, / ~ ';t j;' u' ' r ~ ~ ~ 405. , ~,~.x G \ x ;1 ~ x '~r ti o P.B. ~ d 40, PG. 78 °°e ~ o
N~ y 'r; Y,' ;k' s~''•.~'}- .x ',r x y W 422k, • ~ ''r' x i; ;C, ~ UNION PLANTERS BANK NA k\,?~. ' 'x' '`X; 'x' ,k, ~ (228 406 r ~ :;"';i •x',k, ,x (217 NAME JOSEP . GRADY, JR. P L- 163 ~ U ' ( ) 4 ~
r , r 464; ~ 463 D.B. 3166, PG. 61 ~``x ~y.~ ; k'r x : y' 'x;''v? r Y. ~.k; y I. ,y,y ^,k,~ ^y''• ,~,i C ~ ~ ~ • . a~ ° - o ~
P.B. 36 PG. k,',• ,x ,f\ y ,x N ~ 'x' 414 N., \''x `r H ' ~ ~ ,x',463 a z k 'x " F ' '+ti 407 ~ y x t r "'t' k x` ,k, . ti, i - N nnE A - 22 - p2 r l-09q , o , ~ ( ) ~
,r x; JC `k. Y. iC ~ N 12 b Jx..r. `x' •f` A 462 JOHN do ADDIE WHITTED %,O '_D -U
~ i k ~ • .x S TARYk, k,~,,• ~ ~ ~ 413 a`O 423 •r '•K ' ; ,.;,.x, ; \X; , , ~ ~ m , k; X , , ,F, SEINER ESMT.~ ` 30' 408 ' 4 0 4) 4 v ~ ;a' ; ~ ; , ' , k, ; 461 ~ D.B. 326, PG. 140 • M'-»! ' Z ~ P.B. 40, PG. 78 (DATE) OZ ZZ OSrG ( '•i ~ A o°°° ~
~ -a N~;k,~ %'~P.B. 137, PG 50~ ; • x ( 411. L23 ;r'x x ".r.~x' * , r ,k r r ' ; ~?j • 460 ' a v p ~ ~g2 n 424 • f x 'H 'x ~ ~ ,X A "~anmaj°° ~ i°
v x` Y`, ti~ .x k ~ f %y, ' ~ I , L233 V , k X,k.:''t' r k' ^~~•X •j y \ . cy t• `iA '
' ` x k 409 ~ti , . , ~ 'Y: ;1 ;x; , , t - ~ x is x;..425 x x x ti ' x ; `;4' 447`.; ~ 459 a
~'V 'x' ti''~ • Z~ ,426 ' ,r ; `v • ~ ; \ 458 GENERAL ~ NOTES ~ ~ a,~N cn -
QJ ~ ~ ~ .x;504 ~ :503 \ N J x x ~ r x x'' x } ~ p ; t ''v 501 `x ~ O 427 ~ x ;;y r k . `Y ,x; 446' ~,`ti 4 ~ FL000 ~ ~
FEUGA STREET , ,x<; % 505"2~`l L273 L274 L275 ~ ry x; `x ' `x `w " , ,;•xk, S N, "ZONE X" , x 'K 9 457 1 1.) BOUNDARY~,INFORMATION FOR THIS WETLANDS EXHIBIT IS BASED ON A PLAT Z v o ENTITLED `SWANN PROP p ERTY BWNOARY SURVEY' PREPARED BY THE JOHN R. ~ ~ O O
60 R/W Z ' 507,506.21 1 N L19 N 270 L L276 ao ~ 428 ^ x `x ,-,x.x.,r x ~ `x 00 ~x ,k L210 ~ N NIF MCADAMS GO., INC. MID DATED 20-20-02. ~ C ~ p NORA L STANLEY 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTAN O f:L r~ ~
- - p 269L TIE TO ~ N 0 ~ k k'"~ ~ 449 'x;~ 56 F I x 'x f, x x •444' L203 LAG 501 ~ , L209 CES. \ i - ~ O.B. 268, PG. 257 3. BY GRAPH . PlAT11NC ONLY, A PORTION OF THE PROPERTY SHOWN HEREON ~r , ~
O ' ~ 429; X 450 O) r , 30 SANITARY ,y; ,t' ~ ,y; ,,4.443 ' 1y7 r' 455 P.B. 40, PG. 78 . » U t~ m IS LOCA# IN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE A W ~ ~
1 N SEWER ESMT. t T x' ~~y5, `;'K; 'j; V' ~ N, L208 O 1 ~ ~ ~ N ' , ` • ~ 454 ANO AE t,S DEFINED BY HUD F.LR.M. COMMUNITY PANEL NUMBERS 3706300059 G ~ ~ AND 37063;0067 C BOTH DATED FEBRUARY ~
o ~ w P.B. 128, P6. 165 N k .,x:.. { 'y' x; < 'x: ~c ° y LZ07 Y, x FLOOD 453 Y ~ r 430 ;i:y; : '4 ' R'~ 'v44 • 451 a 2, 1996. ~ 4.) THE WETLANDS EXHIBIT SHOWN HEREON DOES NOT CONFORM TO ~ ~ p
I N is '±'x' 'r, "'`'v'"' 2 ZONE A 452 L206 - _ _ _ ~ THE REOUIFEMENT'S OF NCGS 47-30 AS AMENDED, AND IS NOT W • W
~ 50' STREAM BUFFER (TYP. w x; X CITY OF DURHAM ) 50' ~431~ X , k ' • ' 'v" 9~ MEASURED FROM TOP a J •r '',i' •441 " ~ FOR RECORDATION. a p" FEUCIA ST. w STANCE 5.) REFERENCES: GEED BOOK 2192, PAGE 955
D.B. 1568, PG. 22 ( ro ~ ' .x~`:F \ , , ~ x ,x P.B. 36 PC. 76 OF BANK) J N + ~ ; k ,k~ , N~ MELANIE ST ~ r 3 DEED BOOK 1 TROY C. STANLEY SITE oR ~ 308 ,PAGE 129
432 ' ,:~`f;~ 100 YEAR FLOOD UNE .44 D.B. 2282, PG. t88 HANCOCK ST. o ~ DEED BOOK 982, PAGE 49
C C? ' ~ ~ '~,l' ~ ~ SS ~fk ~ PAGE 740 P.B. 40, PG. 78 o DEED BOOK 1124. SHAY ST. k ~ DEED BOOK 306, PAGE 264
< t ~ \ '433' ' 1 N 49 JUSI7CE ST. ~ PLAT BOOK 137, PAGE 50 a ~ Pl~1T BOOK 128, PAGE 165
~ ( \ r0 1r,, r, , , s WETLANDS MATRIX AREA B a PLAT BOOK 39, PAGE 153
A ~ FLOOD \ ~ , ~ x, , ,x x,~ w ~ m \ J , (CONTAINS SOME UPLANDS) D ZONE A" ' , h; ~ ~ 'x; ' "'43 . ~ f•, _ HERRON RD. PLAT BOOK 29, PAGE 48
f, ' ~,",r AREA-4.99 ACRES a ~ O \ ~ 434.~x 'r.'x~' 'x: 'x' ~ .N ~ r \ R, .x, .x ,Xx ~9 PIAT BOOK 36, PAGE 13 N/F ANS VICINITY MAP ~ PLAT BOOK 135, PAGE 131
9j ~ x x 437. J 'IERES~ ~ PUT BOOK 29 PAGE 13 ,~O~pS do PG 74 NOT TO SCALE
GLORIA F. OWENS ~ ~ ~ ~ ; 90 0 B, 1605, G PLAT BOOK 64, PAGE 44
100 YEAR FLOOD UNE ~ ~ D.B. 1437, PG. 47 P B. 40, P PLAT BOOK 3, PAGE 122 ~ PLAT BOOK 36, PAGE 76
1 43 P.B. 36, PG. 76 \ , R, x . , 6 i PIAT BOOK 40, PAGE 78 ~ PIAT BOOK 102, PAGE 188
I \ 381,' 382 ~ J \ ~ 435%'' ~ Y: x' 0 383 ~ PLAT BOOK 103, PAGE 127
tr.1 I \ ' k 'r, 384 ~ ~ ;xL261,;-;,X~ ~ S OF THE DURHAM COUNTY REGISTRY
~ 0~~ ~ TAX MAPS 785-01-001 N~ E.`'~ 1a I 785-01-001D
_ - g' S 87'13 31 W '`x4, ~ ~ 385 \ 693.2 ~ h ~26z ~ 5 g 05~ G ~ I 85-01 0010 $
\ MELANIE STREET = ry , Demo v ~ ' \ 60 R/W _ i y W \ 389 387 386 ~6 p ~ 785-01 001 A e 9 C 785-01-0018 ~ O? 13, /
6. CHANNEL DTHS AS SHOWN WERE MEASURED FROM TOP OF BANK TO TOP OF BANK. o
\ ( \ ' 1~ 7. TOTAL JU SOIC110NAL WET~MID AREA : AREA=615,089 SO. FT.=14.12 ACRES a 9 ~ . ~0 TOTAL WETLAND MATRIX AREA: AREA=217357 SO. FT.=4.99 ACR
FLOOD 'o ! ~ ~ QG • 8. WETLANDS ARE ~ ES F G ) AS. WETLAND MATRIX AREA A=2.21 ACRES ~
• I \ I ZONE X" e~ M Q WETLAND MATRIX AREA B=4.99 ACRES P
~0~ \ U76 \ ~ N/F U09 ( \ CHARLES A. 7 WIFE MARY E. SWANN ~J , y TOTAL WETLAND MATRIX AREA=7.20 ACRES ~p~ ! WETLAND AREA Cr5.95 ACRES
339 SOS I Q 'r~ti WETLAND AREA D=0.10 ACRES
W ,J \ PIN# 0834-04-62-6000 - 1, \ I AREA-83.5 ACRES k t",~ ; TOTAL WETLAND AREA=6.06 ACRES \~o .
N/F ~ 337 ~ \ ' ?~QQV ~~h• . GRAPHIC SCALE
WETLANDS UNE T !'TTY OF +~E WETLANDS UNE TABLE DURHAM I UN WETLANDS UNE TABLE Q' B. 1568 PG. 22 340 336 l,~ E LENGTH BEARING UNE LENGTH BEARING ~ ~ .0 \ ~ ti
UNE LENGTH BEARING P.B. 36, PG. 76 \ A L10 32.27 N 35'55'26' w L105 44.26 N 50'58'02" W L200 54.26 N 44'51'07' E 335 ~ r 0• o so ~o0 200 +oo
L11 24.21 N 39'04'29" W L106 50.65 N 53'06'36' W L201 • \ ; ('0 \ • 53.71 S 59'2958 E ~ N J S vv~•a~ , S ~j ~h ~ y
L12 5.34 N 19'45'12' w L107 49.53 N 483711 W L202 44.38 S 14'30'27' w = ~^00 33\4 86 A? ~ 9 ,
l13 28.23 1 L108 25.06 ~ > ~ ~ li >0 ~ \ N 51'42'11 W L203 31.82 S 32'1758" E z ~ m 341 ? \ ~ 78 7+ m o• ~4i ([N FEET) ~,Q ~
U4 47.59 S 68'26'59" L109 9.68 N 3 z ~ ~0 1 7'5016" E L204 43.20 S 00 38 44 E ~ v o W ~ r 33 ~ ( ~ L15 28.58 U 10 67.16 > > p F 1 inch 100 ft rn ~
S 03'00 58 W L205 20.59 S 6445 47" L I ~ ~ 0 0~ \ U6 63.09 N 40'4 ' 3' E L111 73.70 S 00'35'12' E L206 11.65 N '0 '16" N ~ ~ z / mac, ~ LEGEND o N ~ ~ Q' V N
E I 330 332 Liz 40.10 N 83'58 W L112 68.04 S 0013'07' E L207 14.47 - - 13 ~ t1i 4Q'~ V~ 24"o Q h ~ ~ o~ k ~ 1 s
• N '0100 r ~1 342 ^ Li68 \ \ 00 L18 38.54 N ' 9" W L113 34.81 S 73'0744 W L208 19.55 N 19'00'42' w ~ ~ 34 a 331 \ - \~Q ~ ~ I to • EXISTING IRON PIPE a 2v ,Q ^N~ N
L19 11.74 S 28'54'03` w L114 7.25 S 0331' 2" E L209 33.68 N 3• p 4 ~ (s 0 4G 22 E 329 ~ 9 ~ _ L20 3264 W L115 " li \ ~ ~ ~ ~ CALCULATED POINT
53.20 S 4205 42 E 1210 29.58 N 05'2221 W ~S \ (9 - \ L21 18.03 S 70'08'24" W U'• 6 99.19 S 00'03'18" W 1211 41.94 ~ • 345 \ e Q <c~ 115 ~ ~ a ~ C~ ~ ~ a ~ ~ WEIIAND FLAG WITH DELINEAnON NUMBER
- ~ N 77..59 W i \ \ L79 L22 53.68 w 1117 44.23 S 56'32 32' w L212 24.41 N 52'05'1 ' w ~ ( L72 a• Q o as ~w ,a =zd , 22mri ~ CONCRETE MONUMENT
L23 57.57 N 83' '34" W L11i:• 4281 5• N/F ~ < L76 US - S 521955E 1213 47.41 N 08 7''40 E ~ ~ ~ V7 - ?N~ w
L24 80.11 N TTY OF DURHAM ~ ~ _ W U19 57.56 S 05'3710' W L214 22.65 N 45'42'51' W 9. 156E PG. 22 ~ 174 C-~ ~ ~ . m ai ~ m a:
' 328 ~ ~ ~ ~ L25 48.11 N 7 '50'44• W Li2~ 76.00 S 01'51'13' W L215 32.18 S 32'20' '.B. 36 P l 23 w G. 76 \ L26 48.18 S 1'30'5 E Li 21 5241 S 02'30'14' E L216 46.00 N 35'51' " W ~ ~ ( ~ / X04 Wr L.' W NIf a ,i+~
L27 x•85 N 3716'37'' E L122 29.87 - S56'5716 W L217 39.27 ~ ~ - O g PAUL C. do MABEL JEFFRIES ~
N 7018'42 W 346 327 T 69 l28 29.80 N 32'2718" E L123 90.96 S 02'30'43' ~ L ( E 1218 37.27 N 22 836 E ~ ~ ' ~ D.B. 306, PG. 264
L29 17.80 N U24 54.13 S 19106'04" E L219 32.93 347 S9 ~ ~ • ~ \ 68 - - N 32'06' ' w - ~ • ~ L ~ d` - - _ E-~. ~ ~ - ~ L3 L4 ~ ~ o
l~ - ° L30 51.89 25103'45' E L125 76.30 S 0119'26" E L220 45.08 N - - ~ L31 37.63 31314 w ~ B 348 326 ~ ~ ~ l5 ~ ~ , m ~ t`
" W L126 87.99 S 014741 W 1221 46.78 N 6972' 2" W r \ L32 33.53 SOS' 'S2" w L127 103.31 S 01'50'50" E L222 38.62 Ha JCOCK STREET ~ L65 \ t ~
N 04'08 h0 _ L33 39.50 w 60 R/W ~ a \ - U 28 68.84 19 39 E 1223 4.52 N 55'01'05" W yy r ~ \ L65 L60 - - 5 062 ~6~ ~S ~ 6 9
L34 24.00 _ _..d- - - I l~, S 25'55' 6" W L129 67.22 S 121123 E L224 64.10 N 19'x8'21' W 49 325 ~ r P
i 3fi L7 A5 c ee~: rcr „•?n _ _ _ ~ ~
~ ~ ~.3C ~ 1 - = ~ J _ w c•,.~_ s 1~ . F 4_, . • , . 1r 50' STREAM BUFFEN (TYP.) ~ ~ 4.39 S 1210'0' W Li31 ~ t• ~ . ~ ~ ~X c r,..
23.71 844350 W L22S 42.64 N 23'58'36 E t ~ rn (MEA„URED FROla [OP L37 8.77 7'54'29' E L132 86.32 S 00' 1'51' W L227 24.04 N 01:36'05" J ro r OF BANK) ~ 9'26 38 E ~ ~ " C;~IARLES ANTHOh~ & 1'~FL ` -174 v ;
L38 9.98 L133 48.71 . W I ~ w ~ S O '5130 E L228 29.99 N 76 3 3 W N/F 324 ' O n ~ y ~ \ 381.37 MARY E. SWANN
L39 11.39 N 63'43'10' W L134 84.35 S 03'05'29' W L229 67.62 N 14'16'11' GT1' OF DURHAM 50 ~ PIN 0834-04-71-7367 `E-~ ~ s ~ N F~ .
L40 8.97 N 4 ' '14' L135 62.52 ~ • w O.B. '568 P . ~ ,6~ S 01'53 24 W L230 29.22 N 15 4848 E , ~ G 22 ro 323 ~ ~ L41 23.95 N 05'14'51' W L136 76.48 S 0132'08' E L231 16.05 N 38 49'29' w P.B. X36, PG. 76 ~ N AREA=20.8 ACRE ~ a - \ S PAUL J. DYER ~ G ~o:
L42 46.21 N L137 54.81 ~ M ti~ ~ ~ JUDY C. HUFF ~ \ ~ ~ ; ~ D.B. 388, PG. 651 i ~
S 0725'39" E L232 37.61 S 662312 W 351 p J L43 50.74 N 0755'37 E 1138 5.31 S 1333'53' E L233 10.43 N 7 ao °p ~ POND ~ ~ i ~ •
53029 W ~ 352 322 144 61.64 N 0035'58• W L139 57.02 N 66'1721' E L234 13.41 $ 28'1 1 ~ 2 0 W \ < ~5A l \ ~ C~ s S ~ ~ p Q~'
L45 4291 N 4 • yy L140 33.62 N 52'32'18" E L235 17.86 S r q 59 5 47` E ~ s ~ ~ \ W ~ 15
l46 51.38 N 24'18'41' W L141 36.67 N 25'50'00" E L236 43.95 - - '`h ~ L47 52.80 N 10' 4' W L142 64.11 S OT49 47' W W u 321 ~ ? 5t
N 24'15'10' E L237 67.54 S 1839'09• E . ~ L48 43.10 N 1433'46" W L143 36.79 N 4748'47' E L238 59.96 ~ ~ ~ - ~ 12S ~`O ~ I ~ u
L49 49.99 S 870143 W M 353 ~ / o ~ ' " W L144 54.86 N 1225'14' E L239 38.29 320 rn ~ 1~4 21 L20 1 ~ `22 117 118 2 ~~i ~ ~
L50 54.38 N '05'08' W U S 892317' W j~ ~ / J 45 68.83 N 21'41'04` E L240 37.88 S 72'18'09' W I' L88 L87 L8 123 103 ~ ~ 201 ~i
L51 13.97 O N s ~ 6 ' L146 56.96 N 3526'14" W L241 23.59 S 62'16' 8• W o A ~ ~ \ l52 53.29 N 6 0'04' W L147 66.32 N 131'40' E 1242 47. N/F 354 1 ~ ~8S ~ n T
71 N 68'0 9 W I Z ~ ~ 101 L53 45.23 N 4 ' 'S2• W L148 77.76 N 11'50'41' W L243 40.72 $ Gn' DURHAM ~ \ E 0 202 1a/I N POND , ~~~i 0 SEy0~'
, 56'49'48• W D.B. it~68, PG. 22 319 ~ 1 \ _ ` ` gg ~ L54 55.08 ' W L149 38.23 N 17'58 32 E L244 61.73 \ _ _ ~ 8. ? 11F . i 6
L55 25.84 N 30~' • N 18'57 2 W P.B. ~s6, PG. 76 ` ~ ~ 02 W U50 52.65 N 41'02 4 E 1245 75.07 N 13'05' 2` W 318 ~~SS ~ ~ 'w 4, P~ ~ ~A 3 ~ ~ ~
~ B3 \ L56 57.35 N '4 W L151 65.78 N 44'11' 4' E L246 35.41 L57 48.93 N 34'59'15` W L1 N 31'174 i 355 ~ \ ~ \ t y~
52 53.95 N 19'15'48' E 1247 37.52 N 23'1 ' 9" E 317 ~ L58 73.78 N ' W L153 71.52 N ~ e? ~o ~ ` \ ~ ~ \ \
03'17 ' E L248 51.03 N 66 7 ' E LS9 57.95 N 65'45'45' w L154 70.55 N 1608' 0' W L249 48.90 N ~ - t° p ~ N ~ ~ < \ F(
I ~ ~ L60 55.13 5744 07' E 1 ' W L155 65.63 N 6404'01" W L250 39.65 N 1 419 E wASHIN, GTON STREET ~ ~ ~ o co ~ Oya N/k o \ \ .8 F
L61 45.51 316 ~ 100 ~ ' ' W L156 58.38 N 63'59'14" W 1251 40.35 N 04'39'35' E ra0' R/W v1 \ \ • 2g pG. 'aN
L62 27.13 N '19'57' W L157 71.49 N 28'43'42' W L252 47.92 _ 356 30' SANITARY ~ L80 / N 18'1906 W - n L63 56.64 4 ' yy L158 46.46 N 0510'45' E L253 28.23 ~ SEWER ESMT. ~ ~ / s 1 ~ ~ \
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L67 39.97 6 ' W L162 68.85 N 04'5319 E 20' h~ N 0316'45• W L257 106.29 N 25'04'08" W N 20 SANITARY ~ ?
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l89 21.06 N 1 0'01' W L196 41.99 S 090112 E STREET N 1402'59' w L279 58.67 ' 80' R ~ a L90 41.64 L197 68.02 N 7234'1 • E L280 51.21 ~ ~ / o~
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S 1121 1 E / L93 68.68 N 0215'19' W L283 67.76 ~ N/F DAND L DICKENS
L94 59.37 S 0804'44• E ~ w / w L284 73.21 S 0602'47` w ~ ' D.B. 2626, PG. 71
L95 42.28 N PROPERTY UNE TABLE 305 / L285 57.63 S 13'56'55' E L96 60.94 N 0530'38• W UNE LENGTH BEARING X86 91 73 365 ~k~ / QN M
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L100 51.86 N 4827 7' W L4 188.39 N 1 ' N 30 48 28 W P.B 36, PG. 76 303 / L290 54.29 S 4725'44• E L101 56.03 N 4 ,4 ' ` ty L5 287.02 ~ 366 ~ / ~I) W ~ : t ic] ti 3 at ~ M
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IV , o I. r \ ~ VARIABLE W'ID1H
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~ ~ _ 11 ~ ' U UTY SIEEVE Au. • STORM SEWER AN \ r ~ , 1 '
Q BACKFLOW PREVENTER D WATER CONNECTIONS EJGSIiNG \ STRUCTURES SHALL BE F1EiD VERIFIED BY CONTRACTOR PRIOR lO • ~ 1
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LEAST 4a HOUI15 PAX>R lO BECNINC CONSTRUCTION OR EXCAVATK)N TO HAVE EXISTING U1ILRIES rr'nrnmr'~~ LOCATED. CONTRACTOR 10 CONEACE AND LOCAL U1TIJTIES 7HAT PROVIDE 1F1EIR OWN LOCATOR
- ~ C SERVICES NDEPETDFM G ~1C4ETH CAROLINA ONE CALL .
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j ,p e 0 BASED ON A FTF1D SURVEY AND 7HE NST AVAIJIBLE RECENi6 DRAWINGS, THE CONTRACEOR SHALL VERIFY FIE1D CONd110N5 PaOR TO BEGRAflNG REUTED CONSTRUCTION. ANY DISCREPANCIES SHALL
BE REPORTED TO llf OM1PR$ RLPAESa(fA11VE AND THE ENGiN(FR IMLIEDUITELY.
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SWYL BE PYC SOR 21. CUISS 200 PAST THE METERS.
r~,, C" {~y ' 140 ~s _ _ ? `9 ~ ~C 3. SANRARY SEMIFR SERVICES SHALL !N PVC SCHEDULE 40. CLEANOUIS SWILL BE SPACED NO
` ~ - ~ .~....ar~....... MORE THAN T3 FE1:T APART. CLEAigUTS 1OC11TED N PAVEMENE AREAS SWVl BE HEAVY DUtY
TRAFFIC RAJED 6'OF151RUCTION.
1,' ` • 138 !:r _ ` 6. CONIECIION OF SANIURY SEMIQt SERVICE TO AN EXI511NG MANHOLE SHALL COMPLY WI1N CI1Y T ' of ouRWw srANOAROS, NaLDNa GORE DRILL Foa oPEr6NC INro MANHOLE ANO INSTALL wlnl ~
~ 1137 1 ~ =~:`~w - ~ ~S t o ~ ¢ f~ -'w_ ~ t ~ s-• w.. ~ ~ :9 ~ FLEXBE. BOOi. F. PAVEMENT CUE IS.REDUIRED. OONiRl1C[OR .SHALL PATCH PAVE1ffPlE W[tH A Z SECTION TD MA1T3i THE EbSTNG PAVEMENT: 2 1/2' h2, B' ABC, OR BETTER. ~
to
7. THE CONTRACTOR SWILL t£ RESPON51BlE FOR 11# lAG1X1N AND/OR RELOCATgN OF ALL ETIISTYIO UR11E5 N ODOIIORMTION VTIFI THE APPROPRIATE Ulgl1Y, AGENCY, OR COMPANY. ~
\ ? J t 8. EIECIaC. 1ELEPIIONE, OAS, AND CABLE N SERVICES ROUTNO ARE NOT A PART OF 11IIS PLAN.
9. RElAT10N OF NITER MANS 10 SEVERS:
A. lAE1Ml SEPARATION OF SEVFJlS AND I141EJ1 WWS: M1gi;R WINS SHALL BE W
n _ s~ . ~ r.., ~..ti \ P'818L 7 ; . San10M e 4 ~ S.' x. _ ~,i•C~ `.I ~ . P11 0071-oHt-OOti A R 37. ornr o 76 ri a ws+ LAD AT LEASE 10 F10.T LA1E90ALLT FROM E)051NG OR PROPOSED SETMEftS UMfSS ~ ~ A one-oae~~ ~ ~t LOCAL CONgTIONS OR EVRVEM PREVENT A 10 FT>OT LATERAL SEPARATX>tl, N
' i'~ S ~ t-.~ ' \ R PM Omf-01-1~-7d . ~ , :•:3~ ' ~ ^ ? rwi D 7e5-o1-az Pacer D R 715-o7-ar ~ f- , \ ~ ~ rse weRlpy7 rainy to m. v~a~l7rww ro + ~-a-mu va R ae~-a-a-aaaf TIFICN C11SE: U
fi}' " Y' 1 1 ' tw m• ve.,~ Rwwwea re~o R ~-a~ ~ p ~a ~ w•„i ~.,W 1. 1fE MMAETt IYIAI 6 lAD Rf A SEPAIbiTE 1RENCIi, Vf1Tf 1HE EIFVRTION OF ~ O
--s THE 80'ROM OF TIf INTER YAN AT IFASE 16 NCH6 ABOVE THE TOP Of ~ .-r.i~ ~~~..r--~~-- THE SEVER, OR ~ N
,~`Z r ti, j 1 I 119 ~ ~ n°i.> IANC4C~ STREET ~ x 117 , . ~ -T-- ~ ~7 , z TTf WATER MAN ~ lA1D N TIE sAME TRENGi As THE sEwER MIii}i THE Z ~ e
1 , MNTETt MAIN tDf/OED Ar oNE SIDE GN A Bo+cN oP uD~IUReEO EARTH, p ~ AND AT LEAST 16• ABOVE THE TOP OF TIE 5ElR9L
- - T 110 r 115 r ? ~ - ~ , - Hz O . - I!. Gos~NG A NnER MAN aER A sET~ol WI! ~
116 1 114 ~ - ~ \ - r 113 1 ~ \ ~ ~ ~``~~+k~ ~ C t 1 l ~ ~ l ~ i F;~ I Mf1EVER R IS NECFNMR' FOR A MTER MMI Tp GDS! OVER A SEWER THE
S ~ `¦A ~ 111 ~ \ - ~ J~i Ljr. "~,l' I I F ' r 121 ~ ~ S 111 ~ \ ~ I' ~ < ' . ~i;,~ ~IFY ~ _ . ! c I M1ER LIMN SHALL !!E L~ AT ~1 AN ELfV1111011 1WlT THE BOT10M a 11E ~ ~ V ~ ' ~c.~, - I r~vR WuN s a LEAST ~e na+a ABD?A: n+E TD? a TT+E sE~ wrL x t~ x
4' , ~ _ . \ \ A, 11 . 1 O t s} ~ ;~:.:;r;>~':`_ _ ~ C ~ 109 Q , ' :'=~"~a„ r..~:.,~....,R. I I ~ ~l` r uoaL DaDn~aa aR sweeoa PREwrr AM ~e ~ vvmt'x 1..,;' ~ w SEPARATION - N MNR11 asE Bons THE IoaER MAN AiO THE SErRx w,N W a ...--r..~:.,-...~..,~ ~.~..r
~ 172 ~ V " _ SIMtI BE T~FaIIUCTm OF Fflataus MVOERIAIS AND VTiH ,aNrs TINT ARE Qi o _a., 1 u ?r r,. ~ ++r ~ EDIMUFNE lO VM1ER MMI SfNQ41DS FOR A dSTANCE OF 10 FEET ON EACH ~ ~ x
. 1 ~fi nrn Aw SDE OF THE POIR OF CR06511G. ~
W~ r ' '~.4r 106 ~ / ~ Il~ j.,, , r, : 107 / ~ \ + _ :e$N ;r: 3. 113 1M 1 105 ~ ~ t.+~ w~p C; C#D1lNG A N17E1E YAN UFNEJL A SERER WiIN: VNETEVFR R N ~ • ~ 7e"•''+ro NEQ~MY FOR A MlA1ER YAVI 10 CROSS l1DOt A SERER MAN BOTH THE Q+, ~
l r~a~ ?~~r,: :.x 1 125 ? , ~ ~ I r---. _ ~ i . i w w¦ ¦.n ?.+r MIATFR 1/VI AND 1NE STrfaER MAN SWILL BE OOT151RUCIED OF FERROUS W - I MA1T~S AND VIIH JD1115 EnIR101lfJR 1O NITER MAN STAiDAADS FORA Z
- ~ _ , 11s ' 127 ~ 104 -='l 7 ; , _ ~ ~ r 1 ~ . . ObTMICE Q 10 FEET ON EACH SIDE OF THE POINT OF CROSSNG. ~
.!'-~~..4~ ~:n'~A. I 1 ~ 119 ~ ~ _ _ „ - fi=t ~ zS~~~~~^u ~I ! 1 ~ 103 \ ~ 7 O r' : ~ - - \ 0. Cl~lNO A SEVER 111E OVER OR UNDER A S1ORM ORA1k ViEIIEVER R 6
I - - a \ NEIrESSARY FOR A SEa1ER LNE TO CROSS A STORM DRAM PIPE, THE SEWER 1 ~ LAD AT SUCH AN ElEYATXNI TENT THE OUiSIDE OF 111E SEWER pa~4 K ~ LINE 51LALL BE
s fx ~s{, ~...~~r ! 1 1 102 ~ " ~ / ~ - t Rip ~ ~4Ati~ L11E NEARESE 10 TIE OUT90E OF 1HE STGM DRAM PPE SHALL MAORAN A 12 ~b~, '~^rs O1CH CLEAR SEPA1tAilON DbTANCE. OR THE SEWER Ulff SHALL BE
~s- 'fit ? l ~e \ i - - - - "°~V' CON51RlICiED OF INJCiIE NON -PPE OR ENCASED N EI}HER CONCRETE OR o M+q,•e „+o DucTILE IRON PPE FaR AT LEAST 6 FEET ON ERHER SroE aF THE CROSSING.
0 ~ , ' * \ \ \ 101 ~ \
g y ~'~::r ; I \ ` 132 r`N' !'.~yr. ".K~ i5. a \ ~M \ ` M„Liitit Y ~ is .T. • „I \ ~ - - I Asr~nr \
F.Y.:. ~ ~ 1'KS(~y LJ \ ' r \ 1W \ r T ~ ~ ' ~ _ i ~ r , \ PHASB 7 ~E~t. NoT~ F - ~ ` n
~fiAY STREET ~ w _ _ - 133 (,4 ~ ~ 1. ALL D~ENSIONS AIO GRADES SFIOVN ~ IIIE PLAN$ 511ALL ~ FIELD NERIFED ~ ~ eY THE coMTRACTpt Paoli To ooNSTTLUOTioN. coNTRACroR sIIALL NottFY THE
- \ ``4" ~ owNER F ANr DISC~AF1cTEa EXbT. PRIOR m PROC~nNC MRiN carLS,nRUCnoN r
< ° - - - \ ~ ~ 134 99 \ l p , ~ fOR i~ PLAN OR GRADE CWWGFS. NO EXTRA COIPENS1110N SHALL BE , R PAD TO THE CONTRACTOR ANY MlOaC DONE TO DIMENSDFIS OR GRADES SHOMAV
'1' 1 ~ • ~ NCORAE}rllY ON THESE PLANS F SUCH NORFX'AliON HITS NOT N]Ii CMEN. e
y:. - - r ~ \ 135 \ T ~ ~~*r 2 ALL E>aSId1G UIOEAgIOUD-URm6. ARE APPRm01~ IOGTED. ACitlAtr - ~ LoT~moFl AND oEPi11 m eE CONFNIFD N FIELD BEFORE coNSrRUCna+. ANY H
"z ~x'~ ~ , : . ~ \ D19CNFNICIES ARE TO BE REPORIm 10 THE ENGNEER.
^ u_',,; ~ I . , ~ T 1 136 1~ I \ 3. SANTOMM SEWER AND MR1ER SERVCES NOE SHOWN ON THS PUW FTxt CLARITY. SEE PLAN
~ \ ~ I ~ AND PROFIE SHEETS FOR SEIIVICE IDGITIONS.
r ~ - ~ ~ 4. lE1NP01MRY S10AY DVANAOE EASEMT]R TO IN ABANDONED DURNG CONSTRIJf.'lION TOR ~ ~ fU1URE F4YISES.
nanN3 2 k -.~1 - _ ~ p ~ 1 V ~ 1 S. NOEJINE TD E>E EXiEJDED 10 FVBRON/SwA1fS MBL RD. NiFRSECi1011 AS PARE OF PWISE w
-r- 'sF' v, ~ z x r ~ 1 ~ 1 ~ ` I CONSTRUCTION. i O
r_< ~p ~ ~ r _ MI5 a ~ z
eg v 3'# K ,~F-~R~~ ~,.~.3"b r~~: - - ~1 , Cr,R r__-_ 4 .k ! , ~ \ ~~ifa era ~~i I w 1
N N~ ..5 - d r ~ 1 1 0•,Y L 0~~ 1NT W OIi~MM.Ir N~TE:
IOINMR4 73711 I ra o~ ~-a-0ow
r.~~ . as 8 I ~ u. A.n~•rr ALL SANTfAR'f SEIMEER SERVICES AND MUTTER METERS SWUJ. t3E
N _ e + ~ 'as.; ~ it t t INSTALLED N ACCORDIWCE NhTEI CRY OF DURHAM DETAlIS. SEE 0 DETAL SNEE15 D-4 AND D-S. Q
-~'i. ` T53
JUSTICE STREET . ~ : ~ F.~.~~~.~:~. .ART _ , I ~ I
.*v,,r~b~ 0 p STR r (80 PUBIJC R/Y~ F.p UB E~'T 1 ~ -
K' 1 NOTE: I
I I 4 N REGARDS TO THE AREAS DESIGNAIID AS 'RECREATIONAL AREA
o ~ 19 T34 ~ ~ 4 j I _ _ AND DEDICATED PARK: THE WORK ASSOCNATED WiTH THESE
~ ~ - ~ n I PLANS DOES NDT NCI~E WATER MID/OR SEWER UTEWLLS t I 8@IG NSTALLED TO SERVE THESE AREAS. WATER LINE ~ ,
I ~ R~ rte: ~ ~ r SANRARY SNB OUR TOR THE TEMPORARY SALES CENTER ARE
C9 TN g s y \ .s~ Tµ FRONDED TO AVOD FUTURE PAVEMENT' CUR. THESE AREAS p I WILL ~ SERVED N THE FUTURE PER THE DEVELOPMQET PLAN.
L PRIOR 10 SERYNG 111E5E AREAS, A REVISED SE1E PLAN WRL DE PxWECL' xo. TRH-02010
~ di~'nN e { ' O ~ ~ ~ r ~ T42 b ~ I I T~z SveMmEn TIIROLIGH THE arr/couNTY PuwI~aNG DEPARn~ENT P~ ~ 2 ~~05 f sTRE><TS ADJACENT TD ~ ~ TRH02010-U0-OR - ~
0 _ ,'.,F TM FOR REVIEW MID APPROVAL'. ALSO, ALL THESE AREAS wTU. NNFFID TO BE RESI~FACFD (IF UTtutY CUTS A DDT -wAfERUUALIT~
V n ~ t ~ ~ ~ ~ 1 I c:rlT ot? ERTTLEfJII WERE MADE), TO TiLE E)TTF1iT AS DE71]tMINED BY THE CTI`f OF ~ MS ();;Nft 1 ply~ppl ANR STORMWA'~fT 6RA~ 8'OBEIC pORrB D~jR'}Smli DURHAM ENGINEEEisNG axewx aY: GEG/DDT ~
a ~ ~ ~ ~ ~ et'PROVm
1°=120'
a E ?°f ~ i , a~ ~ ~ r ~ o Q ~ _ ~ a e - i ~ °w' D~ 04-04-05
Q $z F~ 1 ~ ;,c;~u ~ aTraal TFe7'IIt DArS GRAPHIC SCALE xo
4 _ ~ ~ ~ ~ _ o: ~ ~LMOx Derr iz0 0 ~a T20 240 - - - I
f' . ; , I perg _ 1 LIICh - L20
F Der>; McADAMS
- - FTNAT. DRATTTN(; -NOT RELEASED FOR CONSTRUCTION
O ~ _ _

it
d-�
n�
-CL
0
CATCH BASIN
Q0
0)
U, o
x
Lu
o I I
-•-�
O 00
O0
°
O00 I
cyy
�Oa
E
LINE BREAK SYMBOL
�OQ
�
co_
1W -223.00 -TOP OF WALL ELEVATION
SW=213.00-BOTTOM OF WALL ELEVATION
250
� 0- 0- N
1
d'
_,.0
CL
O
CATCH BASIN
t0 O
1
x
In �0_
STORM SERVICE INLET
k -OC
v
Q
STORM MANHOLE
�d-rl-00
N>
000
DRAINAGE FLOW ARROW
�Oa
E
LINE BREAK SYMBOL
�0a� a'
TOP k BOTTOM CURB ELEVATIONS
1W -223.00 -TOP OF WALL ELEVATION
/ /31 LF OF
/ O 1.137E
& /
222 LF OF
/ 1 m 1.06%
f
44 LF OF \ \
\ \ 0 1.027E\
69 \ VARIABLEVYIDi4 ~ __N \ \ \
STORMRUBLICDReJNAGE , T31
48* Rdl? \
_ 0 1.0oX\
VARIABLE VVIDTii\
PUBLIC STORM
20� DRAINAGE EASEMENT
62�
15 RCP
2-42' RCP CULVERT
57 LF O 1.00%
,-INV. IN -280.67 (BURIED)
INV. OUT -280.10 (BURIED)
(HEADWALL SEE SHT Q-3)
GRADING LEGEND
CA
FLARED END SECTION
m
CATCH BASIN
-RD -RD -RD-
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
Q
STORM MANHOLE
-�-�
DRAINAGE FLOW ARROW
...
LINE BREAK SYMBOL
to LD
TOP k BOTTOM CURB ELEVATIONS
1W -223.00 -TOP OF WALL ELEVATION
SW=213.00-BOTTOM OF WALL ELEVATION
250
(NOTE. BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+250.60
SPOT ELEVATION
CB -68
TEMP. T/G= 292.60
INV. N - 281.45
INV. OUT - 281.35
CB -67
TEMP. T/G= 290.20
INV. IN - 281.00
INV. OUT = 280.90
CB -66
TEMP. T/G- 286.00
INV. IN = 279.60
INV. OUT = 279.50
JB -48
RIM- 284.75
INV. IN = 278.25
INV. OUT = 278.15
FES -48
INV. N = 278.00
INV. OUT - 278.00
NOTES:
JB -47
RIM- 282.00
INV. IN = 278.00
NV. OUT = 277.90
JB -46
RIM= 280.00
NV. IN - 277.20
NV. OUT = 277.10
FES -46
NV. IN = 277.00
INV. OUT - 277.00
CB -71
T/C=291.55
NV. IN =284.45
INV. OUT -284.35
CB -72
T/C=291.55
NV. IN -286.25
INV. OUT =284.76
DI -49
T/G= 286.00
INV. OUT = 280.10
JB -49
RIM= 286.45
INV. IN = 279.95
INV. OUT = 275.60
FES -49
INV. IN = 275.50
INV. OUT = 275.50
1. EXISTING TEMPORARY DROP INLETS CB -66, CB -67 AND CB -68
TO BE CONSTRUCTED WITH TEMPORARY CREATE. TO BE
CONSTRUCTED TO STANDARD NCDOT 840.01 CATCH BASIN IN
PHASE 8 CONSTRUCTION.
2. ALL PROPOSED STORM, SEWER, AND WATER CONNECTIONS TO
EXISTING STRUCTURES SHALL BE FIELD VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
REPORTED TO OWNER'S REPRESENTIVE AND ENGINEER IMMEDIATELY.
3. STORM JUNCTION BOXES JB -45 AND JB -46 SHALL BE
JUNCTION BOX WITH INTERNAL WEIR TYPE. JUNCTION BOXES
JB -48 AND JB -49 SHALL BE STANDARD TYPE. SEE DETAIL ON
STORM DETAIL SHEET, D-3.
4. MINIMUM FNISHED FLOOR ELEVATION FOR LOTS SHALL NOT BE
LOWER THAN ELEVATION 286.00'. ADDITIONALLY, LOWEST
ADJACENT GRADE TO ANY CRAWL FOUNDATION SHALL BE 286.00'.
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40- fL
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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Plwn r No. TRH -02010
=mum&, TRH020T0=G2-PH6
DmGNEn By. MSA/DDT
DRAIM BY' GEG/DDT
SCAB: 1'=401
DATE' 04-04-05
SE= NO. C-9
MCADAMS
W013 94
APP 1 2 2009
IDENR - WATER QUALITY
*VLWS AND STORMWATER left
STORM DRAINAGE
-
STORM SERVICE LINE
-RD -RD -RD-
ROOF DRAIN, 8" ADS
NON -PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN.
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
-TP -TP -TP -
TREE PROTECTION
to LD
LIMITS OF DISTURBANCE
WOODED AREA
250
10' CONTOUR
252
2' CONTOUR
-_____250
EXISTING 10' CONTOUR
_ __252_______
EXISTING 2' CONTOUR
- - - - -
EASEMENT UNE
HANDICAP AREA
(2% MAX SLOPE)
::::......................
JB -47
RIM- 282.00
INV. IN = 278.00
NV. OUT = 277.90
JB -46
RIM= 280.00
NV. IN - 277.20
NV. OUT = 277.10
FES -46
NV. IN = 277.00
INV. OUT - 277.00
CB -71
T/C=291.55
NV. IN =284.45
INV. OUT -284.35
CB -72
T/C=291.55
NV. IN -286.25
INV. OUT =284.76
DI -49
T/G= 286.00
INV. OUT = 280.10
JB -49
RIM= 286.45
INV. IN = 279.95
INV. OUT = 275.60
FES -49
INV. IN = 275.50
INV. OUT = 275.50
1. EXISTING TEMPORARY DROP INLETS CB -66, CB -67 AND CB -68
TO BE CONSTRUCTED WITH TEMPORARY CREATE. TO BE
CONSTRUCTED TO STANDARD NCDOT 840.01 CATCH BASIN IN
PHASE 8 CONSTRUCTION.
2. ALL PROPOSED STORM, SEWER, AND WATER CONNECTIONS TO
EXISTING STRUCTURES SHALL BE FIELD VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
REPORTED TO OWNER'S REPRESENTIVE AND ENGINEER IMMEDIATELY.
3. STORM JUNCTION BOXES JB -45 AND JB -46 SHALL BE
JUNCTION BOX WITH INTERNAL WEIR TYPE. JUNCTION BOXES
JB -48 AND JB -49 SHALL BE STANDARD TYPE. SEE DETAIL ON
STORM DETAIL SHEET, D-3.
4. MINIMUM FNISHED FLOOR ELEVATION FOR LOTS SHALL NOT BE
LOWER THAN ELEVATION 286.00'. ADDITIONALLY, LOWEST
ADJACENT GRADE TO ANY CRAWL FOUNDATION SHALL BE 286.00'.
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40- fL
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
ns:l
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Plwn r No. TRH -02010
=mum&, TRH020T0=G2-PH6
DmGNEn By. MSA/DDT
DRAIM BY' GEG/DDT
SCAB: 1'=401
DATE' 04-04-05
SE= NO. C-9
MCADAMS
W013 94
APP 1 2 2009
IDENR - WATER QUALITY
*VLWS AND STORMWATER left

CB 7A
VARIABLE WID fH STA. 12+00.58, LT. PUBLIC STORb T/C ¦ 288.9G t~
DRAINAGE INV. IN ¦ 293.16gq•
EASEMENT (TIP.} INV. OUT ¦ 293.t8(ol
I - I -
A 42dLF - 24' RCP 01~OX
I.14 18
3/4' COPPER WATER SERVICE W/ ~ 5/8' METER 1 ~ I 3 1 I - -M~- - 1 1 n
8"XB' TEE I ro FES 4 q 5 ,W Q J K `
W 2 8" G.V. , ' ~1 4' PVC SANITARY SEWER 1 0 ~ SERVICE W ~ - - / CLEANOUT (TYP.) ~ I - _ t+ STA. = 10+00.00
'f3. LF - 18' RCP i ~ INY. OUT = 282.60 45' LEVEL SPREADER ~ c 3 V W u
W CB 7 0 i-4~X 1.51 ~ 100 YEAR 3q' LEVEL SPREADER 1 ~ n ~ ~ O ~d
L 140'4 4•IZ TEMPORARY BARRICADE PINN 1 o OX LF - - - - - - - ~ 8 x. 100 YEAR ~ 20' PUBLIC 1 0 ~ ew
24' RCP 0 4:f8X CB 7A GV I 2 2Q I v I - _ .1. _ _ a FLOOD PLAIN STORM
~ ~ TEMPORARY i" BLOW-OFF 20' PUBLIC ~ t N~31 fir' FOR FUTURE EXTENSION STORM 10 lF 10" PVC 0 Z00% 8 ° 8 12 ~ • " ~ DRAINAGE ~ I 1 EASEMENT ~ I 1 ~ - {
~ N ~ss~s' _ LOCATED 10' GRAIN " i A ~ SM 2 8' G.Y. z10 - - ~ P BEYOND END AGE y „ ' 4
~ 1 SMH 9 AVEMENT EASEMENT ~r ~ A d ~ { ~ tO LF - 1Z' PYC \ 02.0076 ~ {
N r I ?7D O ~ r it _ ~ B ~ r RCP 01.OOxn~~ , ~ ".r I rr n ~ ° S D O F
FES 1f 24 _ ' t22 it END CONSTRUCTION do ASPHALT HEADER oo - - BOX) 33.434• lF - 24' R (SEE DETAIL SHEET C-15) I 9 1 °~:°a°• - I o0 105 if - 30 RCP 0 2.1a I+
4iai 43 LF - 15' RCP 0 1-47X STA. 12+49.33 ; JB l0A ~ #so•21 °••0 °°i° •000 °°oi ° ~ s ° 41
0 1.6BX (19 I r ~ FE 5 1 _ _ \
i, C A 47.8 ~ RT ST 1 B REET ~ O VARIABLE W1D1H 2'-6' RO U:D ~ ` 24 RCP 1 G `
PUBLIC STORM 50 PUBLIC R/W CURB & UTTER 0 438X ~ DRAINAGE I 3.24 _ 0
I EASEMENT (TYP.) I 20' PUBLIC STORM 'A I , cLASS B
' q~155 g DRAINAGE EASEMENT ~ CB 11 RIP RAP APRON 20' PUBLIC STORM C8^5
STA. 11+30.00 = PI STA. 10+D0, ROAD "B" = CB 8A RIP RAP APRON STA. 14+•93,62, ROAD 'A" STA. 12+00.58, RT. 12'LX14'WX22"THK. STA. 11+81.03 LT., ROAD "A' a 15'LX18'WX22"THK. DRAINAGE EASEMENT STA. ¦ 10+80.00 OUTFACE •B° LT., ROAD 'A' STA. 15+39.05, LT. ROAD 'A'
T/C ¦ 299.4A 15 T/C = 291.3 5~ ~ 12' PIPE OUTLET T/C ¦ 291.#$95
INY. IN = 286.30 rq CB 7 (DBL E ~X) C8 8 (D8L BOx) INY. IN ¦ 294.3870 INV. OUT = 28'0 . STA. 10+52.: LT. STA. 10+52.30, RT. INV. OUT ¦ 294.90to5 CB 88 2 FES 10 594 ~ Iq INY. OUT = 281.80 INV. IN = 285~OC~•35 X5.94 INY. OUT a 28~Co.oS
T/C = 292.k ~ 83 T/C ¦ 292.86q; STA. 12+46.83, RT. STA. ¦ 10+00.00
INV. IN = 2E!.a5 (C88)q•3 INY. IN ¦ 288.1613 T/C = 301.38Coo INY. OUT ¦ 284.68 t0' PIPE OUTLET ~ JB 4A PUBLiCI ORKS DEPARTId6NT
INV. IN = 2E!.33 (CB7A)83 INY. OUT ¦ 288aa37.q~, INV. OUi = 296.4625 INY. OUT = 284.58 INV. OUT = : 37.tb33 JB 10A 14.58 RIM = 288.50 APPROVED INV. IN = 283.15
~iy-$~If, ~51Gf~S : RIM = 288.00 M INV• OUT (3O') = 282.90 3 tjy INV. OUT (12') = 282•DO ENGINEERDiG; DATE
INV. IN = 284.88 G•V• ZI.°I~ '(p G>3 7A ~ ~.I'TU GPI SA INV. OUT (24') = 284.78
~•O.2~ ~o' To 7A, 4Z.1~ To G•~• l INY. our (lo') • 284.78 51'ORli HATER DAT6
TRANSPORTATION DATB
DATE
'7~" REP L~ 7 DATE
II II
315 ' 11 1'l TBM: PK NAIL STA, 16+02 15' LT. HEBRON ROAD
t . ~ - 315 305
- - - - - 305 300 ELEV. = 293.so 300

_ _
_ - _
I - _ - - - - - - - - - - - - D. - - - - - - - - - - -
- _ -
- m~- - _ 1 ,oo - - - - - - =r -
305 - - oa _ _ _ - = _ - - - - - - - _ - _ -
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6 OWNER: - _ _ F'lNAI. URAWiNC - kh:1,BASBU F'Ult CUNS'l'ItUC'1'IUN
_ rM~ct rrD. 1RI~-02010 smscr no.
D,R. MORTON INC. ' J p TRH02010-P2.DWG 4 ?
3949 BROWNING PLACE ~ " MA 3 lE4El SPREMERS ADDED 1-16.01
RALEIGH N DiA1N BY: 0 ~ ;
2 sroRM ce ee ADDED, DES es ELFTED e_z, E GINEERS/PLANNERS/SURVEYORS g 5 - FEW NORTH CAROLWA 276Q9 aoxrA. seas: p CO~r s - ~ McADAMS COZ1~T STREET, ~`!'A. 10+00'T~RU STA. 12+49.33 ~ _ 4 ~0~
'p2' 1 = 40 I CITY COMMENTS s-u .oy RESEARCH TRIANGLE PARK, NC ~'~F^+ ~Q~;r 9 c I N>r,.• y YPAY. scut: . SD O j~' R~ r. ~P SD O/~` A , STA. 1000 THRU S'~A.11°t49°64
P.O. BOX 14005 ZIP 27709-4005 %~I~'" 1 = 4' 1~.:VISIONS DATE N g, p~1~,,~ SD 0/~ Pwn2 nAte: ~ ~ SD 0/~ "B", STA.10°r00 TYiRU STA. l1~r58.96 DUR~iA~i, NORTH C~4ROI,~NA R-wAr~"`'~°"
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SUBDIVISIONw PHASE I "`"°`MS
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r r CB-59 ~
CB-55 ~ ~ - GRADING LEGEND
1 V JB-45
\ ~ t ` ~ ~ 2-42' RCP CULVERT ~ \ \ RIM=285.20 `'~i
I I ~ I 57 LF O 1.OOX \ \ n~ yy ~ 2 , ~ y. 3 INV. IN=279.26 ® FLARED END SECTION STORM DRAINAGE A 2 3 INV. OUT=279.16
INY. IN=280.67 {BURIED) ~ ~ - - INV. OUT=280.10 BURIED \ ~ a G' ~ SWANN 5 MICI.~RNE O STORM SERVCE UNE 15 MICL~pRNE ~ CATCH BASIN
( ) f \ ~ ^~o ~ 21 Lx 31'Wx 22 D ~ (HEADWALL SEE SHT D-3) N j 11 HOPPERS DRNE .+56.71 ~ _ -R --R _ ROOF DRAIN, 8" ADS V •
~ CLASS 8 RIPRAP I - _ 1 A~ j r STA:10+00.00/ ~ DRNE FES-45 ~ DROP INLET ~ D D NON-PERFORATID TUBING OR ll 1+00.00/ ~ INV - EQUAL 1.Ox MIN. SLOPE 3' MlN. V ~ to
T s / ~ \ .IN-279.00 a o INV. OUT=279.00 ~ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN • ~ O O
\ - PUBLIC - I ~ \ p \ V WIDTH - ~ Srq; . 1 DRAINAGE EASEM . J ~ 1 - TRAFFlC AREAS ~ U d~ CB 58 w z i
\ PU STORM ~ \ ~ rp ~ \ ORAI 3 GB \ NAGS E]rIE7iT i° \ Os 1) n • STORM SERVICE ROOF-DRAIN p~ -TP-IP-TP- TREE PROTECTION ~ a "O n CB-57 Z ~
\ _ o" ~ T C=306.27 STORM MANHOLE ~ UMITS OF DISTURBANCE ~ a ~ o / ~ dN
\ LIN $ SHT 2 OF 2 10' NO BUILD ZONE r FOR STREAM BUFFER INV. OUT=300.20 WOODED AREA ~ a'
- E OF ICAI ~ j N h j~?"'~ DRAINAGE FLOW ARROW Q a a Qp <4 w aN
~ ~ (rn' ) ~ r 1 ~ ~ ~ sT jr, ~ /y ~ CB-56 10' CONTOUR ~ 3 Z ~ N a
RIPRAP N / T1E TO ~EXISi. 3 SD T C=306.27 UNE BREAK SYMBOL 252 2' CONTOUR Z Z ~ O / ~ X00
~ ~ I . - .r P EM - 250 W INV. IN-299.80 80.50 TOP & BOTTOM CURB ELEVATIONS EXISTING 10' CONTOUR M~4 C4 a O O
~ ~ STA:1 +85.00 18 PU r - ~ • ElEY 307.35 C B INV. OUT=299:70 z~o.oo 252 w 0 ~ - EXISTING 2' CONTOUR OT x "a I
` ~ STORM DRAT / 118 i~ ~ TW=223.00-TOP OF WALL ELEVAIOON _ - - - _ a k m W=213.x-BOTTOM OF WAU_ ELEVATION EASEMENT UNE W V O O
~ 50' STREAM ~ -45: ~ ~ ~ 'r r 131 NOTE: BOTTOM OF WALL IS GROUND z ~ ~ ( H w
~ ~ BUFFER ; f` \ MEASURED FROM ELEVATION NOT WAIL FOUNDATION) HANDICAP AREA C7 U2 ' O ::::::::::::::::::SS:::S:; (2z MAX SLOPE} z W p~
_ ~ 'TOP OF BANK ~ ' ~ , 45 - 9p \ \ ~ ~ ~ i ; / + 250.so SPOT ELEVATION w a a
NOTES:
1 4fi ice;: r! i; \ f / 1. S NG TEM ARY D OP IN ~ 5~ ,'~tipauurq~+++ / CONSTRUCTED TO STANDARD NCDOT 840.01 CATCH BASIN IN PHASE 6 CONSTRUCTION. C~0/
'ifi LF E)F . 1. ~ I , J 1
~ ~ tt / \ ~ , 01.oox I Q .i \ \ ~ \ 2. ALL PROPOSED STORM SEWER AND WATER CONINEC110NS TO EXISTING STRUCTURES : 2~:'C~~~~d 9 ; ti SHALL BE FlELD VERIFlED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY ~ Q
_ 4 ~ / i - - ~ ~ \ ENLARGEMENT 5.85X I tl1A~L' / r \ ;T SCALE. 1' = 20' - I ~ DISCREPANdES SHALL BE REPORTED TO OWNER'S REPRESENTIVE AND ENGINEER SEAL ;
IMMEDIATELY. 27049 \
. STORM JUNCTION BOXES JB-45 AND JB-46 SHALL BE JUNCTION BOX WITH % ~~'.'vG t~. \ INTERNAL WEIR TYPE. JUNCTION BOXES JB-48 ANO JB-49 SHALL BE STANDARD ~""~N'~
00 ~~t- - ~ - - f ~ TYPESEE DETAIL ON STORM DETAIL SHEET, D-3. ~'~.~~K$ M
12 - r ~ r ~+++rana?<<` 4. MINIMUM FlNISHED FLOOR ELEVATION FOR LOTS SHALL NOT BE LOWER THAN
116 ` \ \ N I ~ / r ~ \ ELEVATION 286.00'. ADDITIONALLY, LOWEST ADJACENT GRADE TO ANY CRAWL
I / / 115 ~ r 88'L x fi w : PAD aa• ~ _ _ \ FOUNDATION SHALL BE 286.00'. /
~ B 4 I PAD ' i / ' - ~ SPREADER ' _ _ 114 ~ / r \ ~
cl.::~... . - I r O \ t \ ~ \ 1
II I I r ~ 113 r r 1:;,;:; I D EMENT I 302BD ~ ~ r - ~ _ A
1 ~ -r I r 1?11D.EL• ~ ~ h ~ ~ \ A ~ ~ ~ ~
r 11 ~ ~
- ~ ~ ~ 111 r ~.:..~1_. _ r o \ ~
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+ 2I+ ~ r \ I ~ J ,M. r ! \ 5
10 ! \ ~ ~ a
t AYA. ~ N ` r PAD Elr rn - ? ~ ~ ~ r r0 PAD Ftr ~
I 1 ~ '~~p. ! ~ ~ \ ~
a a ~N ! ~ ~ ~ 10 PAD Qs \ Y W
306.50 ^ ~ ~ ~ V
~ fA - 124 I r ~ a ~ \ , \ W w PAD nfi 125 ` - ' ~ . r ! O6 ~ ` ~ ~ 'Q ! U a PAD FL• z o
~aeo a r ~ a m
~ ?-r O I V WIDTH 1 r ~ ?4+ . - _ ~ O PU STORM \ ? 00 o ~ ~ ~
~ 1 PAD a- r ~ ` I DRAA~IAG I r 3m.sa ` 12 © Ch J ~ z c
- r PAD E!r r \ . r __J`~ 1~ r CB- Zxz - O ~ ~
, ~ Fz o ~ ~a
r~`v N ti ~ r r ~ PAD a- r 42'~RCP ;r; ,;~r ~ ~ 1 1 3os.5o 129 A 03~~ ~~dQ 23 ~ , ~ Opa ~
0 ? p I r \ PAD EL. ~ r B ~ ~ x~ x
I r \ J0~.90 / J ~ eF s \ , ~ ~ ~ \ F , ~ , Ga a
1 ~ 8'Wx 22 ~ 1 _ r \ ~ - ` o x z
/ B RIP I 2 24 RCP CULVERT \ r ~ ~ PAD a• ~ f ~ IF 0 3.21X \ \ ~oe.DD \ ~ ~ ~ A
Y. IN•286.20 (BURIED) r r ~ ` \
~ .OUT=284.40 (BURIED ~ r ' ~ ~ t ~ ~ I ~ ~ ~ { WAILS ~E SHT D-3) ~ 7 \ ` ~ w 7 \ ~ 1 z
131 cy ~ ~ \ ~ O
_ ~ I ~ l ~ r ~ r l ry ~ \ ~ PAD Elr \ 309.20 9 ~
I ` ~ I I I I \ ° ~ - vaRIA~ WIDTH v VARNELE WI 10 © , ~
e ~ ARIABLE WIDTH , I \ ~ PUBLIC RM \ \ PUBLIC STORM ~ e ' RM PUeu ~ ~ \ / ~
DRAINAGE EAS ENT o ~ ~ _ / DRAINAGE ~ ~ ~ ;k o ° 9a a - + ~ t EASEMENT 4J 25 If,,CF- ~ NAGE / ~ ~ ~ ~
ry7~ ~ rw _ a°~o°c°o°o ~j~ ~ _ N I Y wlY~n \ \ \ 1 J~ ~ RGP •i--., a°°O awe ° _ . \ ~ / °opao Sao o e°a'° PU~i sTQ~.R~~M "v ~ \ \ \ t'~~I ~ ~ ~ ~ ~ ,4.
0 0 °o CIWGMCI~1 ~ o t.fiox ~ x / / 1 Z \ , ~ ~ o ~ N
- - ~ 94°C~°aJp°9°°°e°9~~y \ \ 1 \ ~ ' Aj°oDa ood°na°4~, - " \ ~W I IN\7 YYY ''~xlsnNC ti w
DRNE VARIABLE WI 16 ` ~ 101 \ 0 1 \ P ~ ~ PUBLIC Si0 M ~ A o.~ ~
_ I I ~ \ \ . ` k," GEM a^o°a \50 STREAM UEEiR (TYP) ~ ~ DRAINAGE EASEM 1. 13 ~ `
~ OM TOP OF`BANK) \ ` ~ OR S~T A a°° 0 33 LF OF ( \ . t S~T A PAD Elr 62 ~ m ~
o a~ 15 RCPT ~ I 292 1 \ . ~ \ r / . f... go~oo a 1.5zxi \ ` \ ~
1 ~
4;0o Exlsr. 4a RCP. ~ \ ~ \ , \ \ . F _ eee~: I ® ~ ~ ~ ~ ~ ~
o°°v~a . I tt CB-26 BE THE ~ ~ \ ~ rAi - .Y ~98a CITY OF TYPES ~ ~ ~ r Q , / 100 \
° 5 S~a~ STD. G = ~ ~ r o ff _ - ~ \ ~ AD Elr x ~ ~ . ~ / 13
=1 , °~,ga . PLAN PjibFlLE S C 22 a°°. i ~ \ t \ - r , cpa;a , ~ ~ I, oagQ° i FOR ETA1lS. ® ~ ~ ~ ` ~ PAD E4~ .~1 '~0 W
~I a~ ~ I ~ \ ~ / 319.60 1 / ~ S
a o a - - - - - - - - y 10' ND ZONE \ ~ ~ ~ / N / ~ - 1
I < e°a~a ~ BUFFER - fJ r E I ; aao~ ; ~ I i- ~ ' ~ /
i ~ z 7 . ~ r- - • q . , ~ ~
ocpa I J / i
~ °C°a° ~ \ \ '0 ~ ~ PAD a- r
\ \ ~ ® 1 ~ / PAD Elr J ~ ~ 3zuo +
i I / / ~
~ ~ - ~ L
b n°p ~ I \ ~ ~ ~ m t \
_ c°a° I I -cc \ _ ~ (I < °o°e°°o ~ I o I \ a 1' 0900 ~ I I ~ ~ +
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O ~ SCogao \ r ~ ooa° J j ~ 3z~.eD - 13 ~ ~ \ ~ C ~ .
N ~ ogt;o ~ _ _ _ I \ ~ ! \ \ ~ ~ ~ / PAD Flr
Imo- :°°~a~ ~ \ \ \ ~ ~ ~ I I ~ 32aroPC =1 ~ ~ b - - - ~ t ---3 [
a°o° ~ I \ \ ~ a ° \ a I ~ bd -
E F ' I I ~ n I -
°a a° / ~I i t - \ 97 , ~ ~
~ ode; N \ ~ \ ~ ~ _ - PRO]aCf Na. TRH-02010 ~ PAD Elr
s o°ao J ~ ~ J 1 ~ \ C 136 326.00. PIISNAI~: ~ PAO ~ ` , _ TRHD2D10-Gi-PH6
t ~ 32~eo DffilGNaO eY: ~ _ ` ~ ~ MSA/DDT
m ! _ _ I - _ ~ _ ~ \ _ _ _ ~ i I - naAtrN av:
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s ~ I t , - 1 Hera: 04-04-05 ~~h~ ~ 2 ~ ZJ~1~J
~ d \ l ~ ~ _ RAPHIC SC - S~EI' N0.
~ ~ - ~ ~o o zo ~O ao III °t+~ aM~L ~ !n ~ - t: DENR-WATER4UALITY - ~ I~ilAi~S AND STORMrVATER HRANCH
1 inch = 40 ft McADAMS
FINAL DRAI9ING -NOT RELEASED FOR CONSTRUCTION
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REMOVE EXiSTTNG BLdN~'ErF :~"OTJT~6' _ - - ~ \ 8 ~ • : R r ~i -Si . AssEw1BLY ANO EXIEIq e• w - - - ~ t ~ - ~ y_` -'M' _ FM ~y ',,',,t'.'<.,. 4 f ~ Mij
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/ f? ~ (2) 5'GV 1 TE1dPORAtt1f BL01M-OFF ~ ~ ~ ASSEMBLY FOR FUiIlRE
:f ~ L ~ a' SS. .~ok / / ~ - I FxTEt1510N (LOG1E 10' • F.H. ~ ~ ~
\ ~.rr z / / + BEYOND EDGE OF PAVT]IENh N ~
f p ,L ~ yy rtl / 4 SANITARY ~ ~ a ~r SEWER SERVICE i ~ u
_~I~~ ~ ~ _ , r r , i', r v / . 0 (TYP) H
11 S U 1l.ITX LEGEND.. ~ ~ _ ~:r . ® 3a. * N
7, . ~h f i cj rti r ~ 4. \ ~ y~i1 ~ ~ ~ - - ~
1 a ~ \ FlRE HYDRANT ASSEMBLY' ~ ARD LK,1T1S r ~ T ~ - EASEIIENr p W ~ 0 ~H-A~
1 ~ s> ~ \ ~ f y'r Y ~ ~
FIRE DEPARTMENT CONNE~11 (FDC) .t 1 _ ` r , \ ' l d~ POLE ~ ~ ~ w
WA1ER METER ~ ` . ~ ~ ~
1 r s e ~ wKr , .i WA VALVE \ ~ POIF y. I<' ~ r d ±i.; ~ ~ 0 ~ ~ ~ ~ 1 I x
L ~ \ 1, i ~ ~ . \ ® t
~ POST INDICATOR VALVE N NE BREAK ~',*y~.r,, n r ~ 'n>* ` t .i Vic \ ~ ~ ~ ~ ~ VAI6ABI.E IIIDTFI
a \ fi VALVE IN MANHOLE ~ IWATERLII~ ~ r- . ' - ~ \ ® PUBLIC STORM DRAINA6'E EASEIIEM
® r ~I ~ r~ ~ Q
~ WRIER SSERVICE LiNE , \ ~ ~ METER ~ VAULT • i I
ALL • ~ i UTILITY SLEEVE TER , \ © BACKFLOW PREVENTER ~ - STRUCTURES SHALL BE FrELD VERIFIED BY CONTRACTOR PRIOR iD ~ I i \ I
i- ~ ~ 1 1
i'~' ~ REDUCER SANITARY s~ OONSIRUC'RON. ANY DI9CREPANC~S SHAH BE REPORTED m OwER'S ~ I I m i REPRE5EN11VE Aid ENGAffER IIAMEI)IATELY. r. ~ '
= SEWER SEitMCE LINE ~ p a L-' PLUG , z N r - ~ ? 10' No euw zoNE 0 ~ FoR srREAM BuF>:ER
d cas uNE Ir`. ~ al~~ BLOW-OFF ASSEMBLY ~ > ,
~ - \ au aU OVERHEAD uIIUTY F ~ ><r _ - - r \ ~ ~ T 200 ~ I , , APR 1 2
~ ~ SANITARY SEWER MANHOLE UE-UE UNDERGROUND EIECTRK: ' ] [ \
~ ~ _ p¢Nrz ~ war~R ouALlTv ~ . ~ ~ ~ - ~ . ~ - - ~ . ANA gTORNWATER BRANCH
E • SEWER CLEAN-OUT -T-T T T- TEI.EPIIONE ~ ~ J .J i
' - - - - - EASEMENT L!E , i c ' ..ii b ~ \ ~
$ ~ GREASE TRAP < . IR' - ! st 7 z ;"s ~ I ~ e~cr "0• TRH-02010 ~ ~ I ~
r _ ~A t y,, _ ~[Ut~ ~ AW p~/a7f I i r. ~ ~ SCREAM BUFFER iRH02010-U2-PH6 ~ I (MEASURED FROM TOP
SEWER f WR DIRLY IIQN ' y i(r> ` • : r is.: `f 1L ^y ~ ARROW V r ~ ~ ~ - ~ OF BANK) ~ar~o ex: MSA/DDT
! z~ _ :t ~r ~ ~ ~ ~ ~ _ GEG OT
r ' 1q .y ~'i+ tEY_ n. , , ,,-'.a.-. a ,^i_~~ b ~ ~ ~ ,
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GiSAr[71{i tJVAi1G • ~ 5 ~ - r~- r i y 1 fi'b'. 5 ~.~1 ~I n.t: ~~:r.~,` \ 1 ~
Y, ~ 1 :Z r 3, ' h ' • A LINE SEE SHT 2 OF 2
{may. ,n ~L a 'f ' t i3 1 IIICTI = 4D TT: .r 't , ~ ,vti ~ _ ~ :v., ~ . , ~ MA LINE SEE SHT 1 OF
Y FINAL DRATr7NG -NOT RELEASED FOR CONSTRUCTION '
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- ''n ~r ~ 4 ~ .W OrMb IIC 27701 'd. _ ~ sll., J F,`; li PMR 0111.0~7Y20t7 X11} EIRE HYDRANT ASSEMBLY YARD LIGHTS
_-i'.` f .~a I I T ~ f ~ x 4 "s FaMf D R 7b01-011 _ -ai.. sew:. C a ~ W Ilr t~/1 iwly ' s A
3 1 ` ~'t..t ~ - -tom-purr ~ tI ~ FIRE OEPARTMt]JT CONNEC110N (FOC) LIGHT POLE ~1
t. et ~ ~ ? Zd Sa1a ~ t8 a. 5 , ~ .:1-~ a,..L .i.:ucsyi: 7 r Ptl R OUFdl-R-2N8 Y' - Sj4 y7~ { 1 11.20 w. ~ < ~ k~ 7se1 D R 7t~01~p Q WATER METER 1 U
N wA1ER vALN: PONfR POLE ~ N
t' r. j f i>~ 1 1 NN POST RIDICATDR VALVE LINE BREAK SYMBOL • O O
~ _ PIV ~ U d~, ® YALYE IN MANHOLE WATERLINE ; Z I
t / 7 W
r _ f' - ° _ ~ f; ¢ ~ _ - 5df, 1.11 ME1ER A: VAULT WATER SERVICE LINE ^ R'r ~ ~ ]
BAaFLOw PREVENTER - unuTY SLEEVE ~ d ~ © a
- ~ ~..s ; 2a111s t-2o ~ ; / _ law uR t./l iawy ~ saNrrARY sE1tifR Q a W ,.7N
u PLUC SEVER SERVCE LINE 1--~ Z O _ a
1 Y:~ ~R°iLa- ~~I~e / ,I~ o~1F~ BLOYI-OFT ASSEMBLY GAS LINE p O
W ~ ~ -OU-OU- OVERHEAD U11UTY L4 0.'i O O
e~ ~y ~ I ' a ~ fr4F . x, Q \ H w a ~ • SANITARY SEWER MANHOLE _~-LIE- UNDERGROUND ELECTRIC ~ ~ ~
SANRARY SEINER ~ . ~F n?-i~lawa ~.na ds s, ?~`.t ~;~r~~ ~~r' +z i FN R onl-ol-Tt-2eee ~ ~ a x ~ m
~r~ "'&a ~:c.~j~.~.,y V~aC '~,,~?"r j ~ / .1 is Zails IF20 a ~ . ~''ry""TX.'~ k I i 1 Paoi 0 R 7l1f-01-OIM • SEWER CtEAN-OUT -T-T-T-T- TELEPHONE W V O M EASEMENT LINE ~ W ^
.,.~.,=/.rte . ~ti;tY" ~ \ : i ~i;: N law V1e NIa1t IlWntld s : - - 1 T9 ~ O ~
1 \ x? 'fit-~'+,~'~''dcr •r .s ~ 4 ~ m GREASE TRAP Z W ' W w OC0.v
~ ~`=~'*s'~~ T ~ r I ~ tt irw. ~ rw oar ~ ' .r- ,ter. : \ . _ , r: _ i 5001 sr17 tw > SEVER FLAW DIRECTKiN ARROW
J~' ~ ~ ~:r:. - Ji~ p 1 Dr011411t 21701 ,~pun~~hp~~ ~ CARP/+''•,.
r t: t~ „w, ~ I. /sol D R 711-0?-Olt ~\~NHNy C~ I~, 0.• ~/0'.
\ ' t S ~ ~t '1a ti S - law IM[ tn/1 Ian11 \ j ~ ti .
? \ 'rte \ v~' -5. .~xi~M'. ~s, v:t~~l ~t 3~ ~C fl t ( ` C O~ SEAL
- ~ ,?1 W -'RN:' WY\I~I~fVM{1~JML11Lil ~ / ~A l• ~ z~o4s
4 Y y ~j TTY 1t COUNTY ualAM 1. ALL LIMY CONSMION SWW. tE M ACCORQANCE WIiFI THE C OFD y :tiF` PUBLIC UTUTIFS AND CONELT1011 OONTROL RECUUTKRIS AND STANDARDS. ~I '
~E--gTi ~ ~ . ~ 3 3~.~y ~ 143 _ _ - ~ ; IVVV~ -L / . ' ~c, ~ 2 CONTRACTOR Sllkl NOTIFY 'NORM CAROLINA ONE CALL' 1-800-632-4949) AT ''x.00 , ,
LEAST 48 HOURS PRIOR TO BDGNIRIG CONSTRUCITON OR EXGVATKMI TO HAVE t]fISTING UTIUIIES inn
.r- r F d~ LOGTEQ CONtitACTOR TO CONTACT AiO LOCAL UTIURES THAT PRONDE THEIR OWN LOGTOR SERVICES RiDEPENDQIT Of 'NORTH CAROUMA QNE CALL .
li+,{ r,, E i ~:a,'~,'t.+:F:-,6.-- "v,' 2 t44 ~'~11 . ~ . !1 r ~ \ ` / n n - s k c-~. ' 'sk'i`ff",. r ' , t ,e :..1 \ E / ' 3. EXISTING UT8ITWS AND STRUC11AiES SMOWN, BOTH IA~DERGROUiN) AND ABOVE GROUND, ARE
BASED ON A F1E1D SURVEY AND THE BEST AVATLABLE RECOR6 DRAW9K5. THE CONTRACTOR SHALL
b1D 7rC7 `i4 i • ~~:-~~>~~?F I r ' t ~ ' ~ ~ I \ V ~O ~ Fa VERIFY FTEiD CONOtRONS PRIOR TO BEGRIANG Rt]ATm CONSTRUCTION. ANY tXSCREPANCIES SHALL BE REPORTED TO THE OWNER'S REF'~DiTA71VE AND THE ENGWEQt IMMEDUIIELY.
N -5o-. ~ ~ ~ ~ ` ~ ~ 1 :f~. °rr 145 ~ d ' 4. WATER SERVICES SHi1LL BE COPPER TO THE METERS. 3/4' DOMESTIC SERVICE
SMALL BE PVC SOR 21, CLASS 200 PAST THE METERS.
~ 141 \ ~y 8' ! 5. SANIDIRY SEWER SERVICES SFNLL 8E PVC SCHEDULE 40. CLEJViOUTS SHALL BE SPACED NO MORE THAN 7S FEET ATMRT. ClFJY101T15 LOGTED M PAVEMENT AREAS SWILL BE HEAW DUtY
~ j,, j ' - ~ . ~z' ~i._, tea; , j~ IC' TRAFFiC RATm CON51T81CfI0N.
"k~ ~ •`,i. 'mss' \ d~~' ~ $ 8. OONtECTION OF SANITARY SE7NQt SETLVICE TO AN EX~IRIG MANHOLE SHALL COMPLY WTRI CRY Of DUaiIW STANDARNS, iICU1DING: GORE OR1LL FOR OPEMNG INTO MANHOLE AND INSTALL WITH ~
\ r 137 . ` J ~ r 11 ..ti I ~ ~ t + t1.E7081E BOOT. P PAVEIIEN[ CUE 6 _RFTlIRRED. CONTRACTOR SHALL PATCH PAVEMENT WITH A . ~
~ r... I `l.~ SECTXMI TO MATCH THE EXIST8IG PAVEMENT: 2 1/2' i-2, 8' ABC, OR BETTER. ~
7. THE CONTRACTOR SHALL BE T~F'ON51BlE FOR THE LOCATION AND/INt RELOCATION OF ALL EXT5TING UTUlTES M COORDM111TION NNH TFIE APPROPRIATE UT0.R1; AGENCY, OR COMPANY. ~
8. ELECTRIC. 1F],EPHONE, QAS, ANO CABLE N SERVICES ROUTING ARE NOT A PART OF THIS PLAN.
1 / ' 9. RELAiION OF WATER MAWIS TO SEWERS:
=`3,+* r. i . ~~y \ :r ' ~l~L~i~ r~ ~il~i a ~.r.ti .y \ ~p~p~ ~
y'~ m 4 Mr.~ r~,... ~ ' , J raalOB 7 x~'~ ; X fnM Omw a Jl. f>tr 0~ m A. UTEitM. SEPNIATIDN OF SE1FR5 AND WATER MAiNS: WATER MARS SHALL BE W p ~ p~ m x ~ rr• TAN AT LEAST 10 FEET LATERNLLY FROM EXRTAIG OR PROPOSED SEWERS UNLESS
B t~ :..1 ff~ ~r . I+ \ r ! f~ \ PM R -0013 M R OS14-M~ 2G 3~ ~t..~ ~ \ ` ..c _ \ llwl D R 7l1-01-42 NaJ D R 185-Ot-ON ~ stn ~01~ y°';= LOCAL CONORIOFIS OR BAPRfERS PREVENT A 10 FT)0T LITERAL. SFPARA110N, IN ' ~O R ~M-ONA Aie~ OR1?"N-~'~ WH+~
d ~ F r ~ ! \ law tht IN1/i Famry W (11s M1to1l R111N w ~t ~ re~o R ~ O ~e u,• n•.• sre.,ui T. THE TIMER MART S LAN IN' A SEPARATE TRENCH, WRH THE ELEVKTION OF ~ ~ ~
_ • r ~ ~-.`N~ ~ _ THE BOROM OF THE WATTR MART AT LEAST 18 BLCHES ABOVE THE TOP OF ~ r~ ~ • J THE ~L~R~ OR ^ . `
IANCOCg STREET !;E ~ ~x ' a 1 n ~ , , .
60' PUBUC R//~~~~ f ~ 'n~~ ~ G • ~ ( T 2. Ti1E WATT MA91 6 lA1D M TIE SATE TRENDH AS THE SEW(R WITH THE d 1 WATER MAaI LDGTFr AT oNE SIDE oN A BENCH OF 1IiIDiSR1RBED EARTH, Z x
120 I 115 ~ ~ ' T ~ 1 \ , ' AND AT UiAST 1e• ABOVE THE TOP GF THE SEIIETt. ~ F'' Hz o _ B. CROSSING A TT911ER MAIN aER A sEWER LM~t ~
116 114 ~ ~ \ r ~ ~ ~ + ~ 1 WHENEVER R S NECESSARY FOR A WATER IIMI 10 CIIOSS OV9t A SEWER THE O O Ca
- r 113 r ! ~~af~,r~ , S - ~ r 112 r \ ~ -r ,r: L1Fr~'F' ~ e ~ ' ; ,1 ~ WATER MAIN aT1At1 ~ LAID AT SUClI AN E1tVNiAl1 11MT THE (ldT10Y OF 1F# M ~ T WATER MAIN IS AT LF1L5T 18 ITCHES ABOVE THE TOP OF THE SEVER MAA'l W x
t,~ 121 1 S 111 r \ \ j . ~ L~iwi r tjy~ i . ~ r ~ e i4 UNL6S LOCH. COIORpNS OR 940IER5 PREVENT AN 16 IiGi V'ER11CJ1L F
. , ~ C 109 r"'~. -~.-n.-R~..~.:G.,..-rte ,r 9iI SEPMATION - M WHICH GISE BOTH 11~ WATER WiM AND 1NE SEWER WYN ~ ~ a t,' : . _ SHALL BE COiTSTtI1CTm OF FERROUS MATERIALS AND WftH JOIiTS THAT ARE ai x
O ~ ittl ~Y v~,}: t22 ~'x•~Y.,,.-.;ge4e.~o- a C.+.e!.N. a~icu+ t -~„-„~~,,.,,g,~:,~,,,,,,~~,, - 1 a ti er. ~ ~+r ~ EQUNALENf TO WATER MNiI STANDARDS FOR A DISTANCE OF 10 FEET ON EACH . ~ , _ ' „ ' 1 ~ rrA SIDE Of THE PORT OF CROSSIIG. Q~
aiSnN6 ,:G w~ Z:<~.1" F``F"'. 14 I iD7 r i % ~ ~ ti~i U'`` Iw A 9W~0~-ih7~ ~ G CTtDSSIIIC A rraER MA9L tRNER A SEMtR MAIL WHENEVER rr a ~
2 / . r 126 ~ \ `.~_.i 1 _ - ~ • NECESSARr Foa A WATER MAIN m T7g55 u11DER A sETIIR MAIN BOTH T>~ a M ~ _ I WATrR MA1I1 AND THE SEINER MAIN SMALL TIE OOibTRUCim OF FT]1AOUS w
~ ~ z = r 127 r ~ 104 _ , + S ; S i MATERMLS AND rent ,IOllts EGUWILENT To rutER ww STANDARDS FORA Z DTSrnNC~ of 1o FT~T oN EACH SIDE OF THE POINT of CROSSMG.
X~ ~ ~.:y, h 1 r 28 r 129 i ~ - J' ~v ~ > w 130 \ \ ~ ~ ' o t . ` - - Q CROSSIIC A SEWER LR~ OVER OR UNDER A STORM DRAIN: WHENEVER R IS
N ~ - ~ , 1 ~.-t~s. . , 103 ~ - - At \ NECE35ARY FDR A SEWER LIiE TO CROSS A STORM DRAIN PIPE, THE SEMAiR
~n r= ms`s,` ~j's \ 131 1D2 ~ / I l., i a I °4 R ~ LR1E SWILL BE LND AT SUCFI 1W ELEVATKIN THAT THE OUTSIDE OF THE SEWER 1 ~ ,~4Ati+'~b LWE NEAREST TO THE OUTSIDE OF THE STORM DRAIN PPE SHALL MAIRATN A 12
\ r :t , _ ~ i ~ \ `ter ~ N; - - ~ RkH CLEAR SEPARATION DISTANCE. OR THE SEWER LINE SHALL BE - - R. EITFIER CONCREA: OR CONSMID OF DUCTILE RON-PPE OR E]fCASED IN 0
~°~+e! DUCRLE RON PPE FOR AT IF/LST S FEET ON EITHER SIDE OF THE CR06SING. T \ Rt,~ r""qa
Ids \ \ 3 x~ti: \ 1 132 , L CYn ~ ~ \ \ 1 ~ ~ \ \ Y llfiifi\ M ~ r ~ ~ .f i %~~k \ ~
I / \ ' o
SHAY STREET I - \ \ . ~ 1!R ~ m h~~ 1. ALL ORAEN510NS AND GRADES S110WN ON THE PLANS SHALT. BE FiT1D VERIFlED
(60' PUBUC R f W) ~ ~ y' - 133 ~ - . ` ' ~ x , nit,' 'r~ 3!1 MILL i ~ BY T18: c;OIITRALT~t Paoli To coNSrR1x;TNN. coNTRACroR sWU.1 NOTffY THE fY: _ \ R~~'' anNER IF Arn D?SC~AFK~s EzrsT. PRaR Ta PROCEFDINC wrTH coNSTRUCnoN
~ ~ . z - - - \ ~ 134 \ ` ~ _ ' - ~ I E •:',M; ~ FOR NECESSAMf PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL B
y~4: 5 g f\ ~ r \ I ; \ ) li J t~ JIB :,1~! ~a I ~ A 4„~\ PAN TO THE COiITRACIOR ANY WORK DONE TO DIMQ~IS OR GRADES SHOWN . ~ ,R ~ ~ RiCORRECTLY ON THESE PLANS TF SUCH N071FIGTXIN WlS NOT BEEN CNEN. 1 0
~ r 1 98 I, s , ~ `T j f'- \ 1 t'"v!R ''~s 'ba• 2 ALL ETTLSTING tRDERCROUND. UTILITIES ARE APPR010MATELY LOCATED. ACTUAL
x t . \ LoGnoN AND DEPTH TD TTE ooNFTaMm M FlFtD eEFOaE caNSTRUCnoN. ANY H ~ \ DISCREPANCIES ARE TO BE REPORTED TO THE ENGRIFIIt.
.E~p7{8~~ 1 s ~ ~ ~ 1 13i ~ J:r , • 1 \ 3. sANrnuRY sEWER ANO NMTER SERVICES NOT sllowN ON THIS PLAN FOR CLARITY. StE PLAN a
F _ 1 \ , AND PROFILE SHEETS FOR SEI6ACE LOGINNS.
~ BL1C sn F 3 ; _ _ 1 4. TEIAT~o11Amr SroRM DRAINAGE EASO+orT TO BE ABANDONED DUa11G coNSTRUCnoll FOR
\ F1lRNiE F'FIASFS. T
~ . ~ I s. WATtaI+E m eE EX101DEU TO HEBRON/sWAN'S MILL RD. INTERSECTION AS PARE OF PHASE ~ ~ I
~ "'sue'" ~ W~ ~ ~ 1 1 i 0
z I w r~i~ is~~~~.~
1. DaM l Odrr
tpT d! Odd OMu•R•R 0~1J4-01-1D-19R1 NOTE:
pv / j 1 o~ 1 ~ ~ R~ ALL SANITARY SEWER SERVICES AND WATER METERS SHALL BE
INSTALiID IN ACCORDANCE WRH CT1Y OF DURHAM DETAILS. SEE
ax•'~`>,~`~~y u;';~k. \ In - ~ 1J3 ..1~~- 1n 1 DETAR. SHEETS D-4 AND D-5. Q T53
1NSTICE STREET ~ cc2aR I I I _ I
60' PUBUC R >~i ~ > 0 p T ,TR , I • ~ t I 150
a 4
1 NOTE:
O t
~ c~ w ~ i34 I I 41 I 41 IN REGARDS TO THE AREAS DESIGNATED AS ~RECREATiONW. AREA ANO DEDICATED PARK': THE WORK ASSOCUTED WITH THESE
F Y ~ ~ ( " 551 1 PLANS DOES NOT RJCLUDE WATER AND/OR SEWER LATERALS
~ fs kr Ja C, ~ t ~ I BEING INSTALLED TO SERVE THESE AREAS. WATER LINE do , SANITARY STUB OUTS FOR THE TEMPORARY SALES CENTER ARE
'8a , 'w , >/I 4 Jv ~ CI . ~ TN ~$g Tw PROVIDED TO AVOID FUTURE PAVEMENT CUTS. THESE AREAS
6 ~x yQ \ s' ~F~p F, vyr ~ ~ - Fpp 1 T i WILL 8E SERVED IN THE FUTURE PER THE DEVELOPMENi PLAN. ~ i PRIOR TO SERVING THESE AREAS, A REVISED SRE PLAN WILL BE rT~~ NO• TRH-02010
N~6N~Q 1 .r 1 w T! ~O I I - / F 142 b / + 142 SUBMITTED THROUGH THE CRY/couN1Y PLANMNG DEPARTMENT UO-OA -
~ - 7 ,a` - ~ T41 FOR REVIEW AND APPROVAL. ALSO, ALL STREETS ADJACENT TO TRN02010- D ,~yr tit 1HESE AREAS WILL NEED TO BE RESURFACED (IF UTILITY ClRS
_r;~t: Q m ^ ~ .-s. ~ / ~ IJ ~ ~ a Q Y / i BY THE CITY OF nas[GiWa ~ MSA DDT I CITY OF DIIRHAIi WERE MADE), TO THE EXTENT AS DETERMINED
L t ~ L x ~ / rveuc RoR>CS DEPARTL~N'f DURHAM ENgNEEaNG DNI~oW naa~ ar: GEG~DOT t~,('E~ ~ > 7Cisl`~ APPROYBD
C ~ R r i l 1 ~"18~ 1 "=120'
o a~ °j r 1 , r ~ o ~ I T~cn~wc: DATE DENwv ~ v~~rE~ t,+~i,4tTv I nAT>I: 04-04-05 ~MEE1t~sA~a stgRMw~rF.R IaRAyCy
N j7a S 1 ` ~ ~ BTORM W~TBR DATB GRAPHIC SCALE _ 9~BT N0. - _ ~ TRiNSP01tTATION D?TB 120 0 60 120 2~0
2 r t _ ~ ~ A
~ r i 1''~3 \Y t .Kit I I DA1T3
1 inch ~ 120 It DA'fS McADAMS
U , .~e .,.,..,.nnn nnn nn7.rc.mnitl•m7nn7
_ _ o - _ YINAL 11KAIYLNLi - 1VVt KGLGAJiSU rvn t vivainvviAviv 'I I~ 00

y_ _ a '
~:T _ g:. - ~
_ ~ _ _ :i . - _ - \ - ~ \ ~ GRADING LEGEND
r o ' .a:._ t ~ _ ~ ~ _ ~ - _ e. t' , - ,.w r. ~ f v - - L N \
- e a _ y. - - ~ S' ~ Y 'li MM -1 _ alp k t+~ { 1 _
r. k t d- ~ r..Fu ~ ~ i~ _ \ FLARED END CTION ® ~ STORM DRAINAGE \ A
r 4 ~ l t" k, t ~ Y ~ 1 { LF r _ _ ' "y , Mfr; rr r ~=~kr 5w x. -•r L s-'a~ a , v ? A rr_ '^F~ty r' k. ..-,f ~ t. ,E k`n:~.. ~ s7`c .k '4 ~ ~ 1.., ~ ~.--F 3 a t:: .t.:: ,.:x rr .-y:}, 3.,. ,n__ A y '~`'1't^, i - h.. t> z : r,~;,> - w s,. m f w., ,c ~ ..ray's-}---~,~~x~~-x~ rsi~ j _ ~ ~ ~ - • • • • - STORM SERVICE LINE f•.
. . , Y , t _ - _ . ~ , _ - ' _ , ' ~ CATCH BASIN _ _ ` ROOF DRAIN, B" ADS U
• \ ~-y ~ OROP INLET -RD-RD-RO- NON-PERFORATED TUBING OR • <'z
, _ - k J... f { r EOUAL 1.OX MIN. SLOPE 3' MIN. ~ U1 ~ fd ¦ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN x O OF
.vr'" ~ r ~ 1 - -r'. iv 5 a 3 _ ~'"'~~4ro'~G SS: ..cA r. J.Y - :<<: \ O ~ TRAFFlC AREAS V ~ - J r p ~ F~-i h ~ ~ ~1
y, _ ~ - / .o, . ~ - , 0 • STORM SERVICE ROOF ORAfN W Z I -TP -TP -TP - TREE PROTECTION ~ W
- . - _ •3~ y ibr SYF .b L 'AV`y?!3- .Y S - - 1~~ ~ \ ~ a ~ o
Q STORM MANHOLE ~ - LIMITS OF DISTURBANCE ~ p+ ~ x
_ : ~ , .fi 46 RCP ~ _ 1 (f OF WOODED AREA ~ p' DRAINAGE FLOW ARROW I1, RCP O a W
~ • s - a~ c:r x 1 E ~,"~~«r,,~x~.,~,~ w~, _ 01.25x ~ - y. - ~ : 0 1.00% ~ ~ W a N 10' CONTOUR ~.1 Ch
- ' s tom.. - .ti~~~'~r'f~tn,~ 3 - _ 1 . - v' \ e '^th; f,r *t°S'r~i: .,~'F`.n..a; ~ aa; N LINE BREAK SYMBOL 252 2~ CONTOUR O O d
_ r c -C r ~.e7i: 1..1 ; rsr :ate sy ' s= 250 W 0 0 ~c~.~ TOP k BOTTOM CURB EIEYAnONS ElOS11NG 10' CONTOUR p, py O O
_ - v. ~X . - '•..t~ t•S:' -s .3#'ta~,t F~,ajt a~~,rt l,f' -.,,.r \ 5 - _ t . A ~Y- 't P +•.t~n1,W .L F i;'k.f - k ' ' 250.00 hM~1 ~ F d~ O ;,t; M+~ Q _252_______ \ D 49 EwsnNC 2' CONTWR I -
- :,f~ ~ .'i`,.~. •l n--e-.`!''~ T~s P~.;.f. ~~`1ys ~~~i a x. \ i. ~ _ ~ 7W=223.00-TOP OF WALL ELEVATION - - - - - ~ ~ a x BW=213.Q0-BOTTOM OF WALL EIEVAnON EASEMENT UNE W V ~ ~
- k ti s _ _h?* ~.?i S:t,r r •3. ~`P-s~"•.:h~+~g. ~..lY.. ( .r., t:•' ~ r f ~ W Ri ~ ~ . (NOTE: BOTTOM OF WALL IS GROUND z d Oa 9
, . . ' , - y - ~ ~jf^ri 1 nit 's''~.fs { ~ \ 48' RC ~ r= . F , ELEVAnON NOT WAIL FOUNDAnON) ~ W "'r HANDICAP AREA C7 U1 W 2~ MAX ) ~ Z W • O
A-. _ Y Y~-~J ~ •4,f~{. la's^.1, 2,..~?R..a:- tJ~S~ ~`~-fir„?•. 0.99x ~ ~ PUBU STORM , ( SLOPE ' D NAGE + 250.60 5P0T ELEVATION - W C; p.
+'s FCC T, r ' .'.c _ x;?+9F. / y, •
}r~ _ :S Y i _ ~ 'Pty-. •^yrdY ty '1. x +yLS ~ 4 ~ ` Z _ puurp P 4 r „ N P~~, CA l~~~i
i , . r r ~r
- ti;
~ •Q fir: SEAL
- _ - A ~1.... - f~, 3 _`~b 27049 • = i
- _ . i ~ .i. ~ ~ e t - `v . F ~ - V'4 f "4. ~i k _ ~ L ~F ~L ..icy\~, ~t~, y ~~'n X~6 ~ - X282
~ , - • 'YY' _ ' ,y ' _ ~r, z ~ . : , ~ 135 LFi6F ' .,~ppkS M
'''u?nuu~''
2 ~ ~ ~ ~
1 ~.1 hs ~ } y P'.`~.f `l- ''K'~i. ~{~~'4 ~L.~+°.r F. ~ '1LV PONViI CB-68 JB-47 DI-49 r? T N THIS TEMP. T/G= 29260 RIM= 262.00 T/G= 286.00
'1 - s >r ay~•+• j,.~ s_.. en q•'C4~,•. S"~ Xry~^,. - p /'r / \ t 4.~ / 11 PU6LlC STORM INV. IN = 281.45 INV. IN = 278.00 INV. OUT = 280.10
i t - - - xi s > ~K~ ~~Z\ 4 ` u~ _ / DRAINAG~EASEMENT SI SCALE: 1 =40 INV. OUT = 281.35 INV. OUT = 277.90
~ - r~=•..,,.~ ~ ~i,E E%IS'i. 3 PUBLIC ~ -.1 ~ .K r-~''- SANRARY SEWER ~ ~ ~ i ~ /
- w t ; f ' ~n• _ ra~,r. - ~ 48 RCP / \ ~ l CB-67 JB-46 JB-49 ~ f / - -
t t . - c r ~ ~y.:. ,r- ~ ,y 0 1.13 TEMP. T G= 290.20 RIM- 280.00 RiM- ~ / 286.45 i ~ ~ INV. IN = 281.00 INV. IN = 277.20 INV. IN = 279.95
t S r ~ ~ _ - INV. OUT 280.90 INV. OUT - 277.10 INV. OUT = 275.60
/
'r. i- - ~ r ~ ' P r'; 30 PUBLIC / z ~o
~ k ' tt k` . - ~ -.t ~x :-.'~3m- k~~K ~ V i/ttYt t E~~ l ce-ss FES-4s - FES 49 ~
't 7 t ~ ~ 4 # ° r t ~ ~~t X'~ g ;q~< 'rte TEMP. T/G= 286.00 INV. IN = 277.00 INV. IN = 275.50 5 INY. IN = = W 279.60 INV. OUT 277.00 INV. OUT 275.50 ~
~ ~ I INV. OUT = 279.50
- ar, z ~ K ~~t ,,'=t~s.:'s. s`~ti:=~'t:. \ RAVEL ~ ,
'F s ~ s, h ~ •y t-..-J~°~j'" .TINa UNU 222 LF OF ~ CB-71
4. _ `2 ~ 48' RCP ~ \ ~ti x r- JB-48 T/C=291.55 W ~ / _ -
- A .l3 - - -.e ff~ - a' 1 Y, t t t-rr a RiM 284.75 INV. IN -284.45 IVM _ N . 278.25 INV. OUT 284.35
y y 1. A~ ~ Tlb ffi_ ,.r.. ~ j ]Y u j ~ a W INV. OUT = 278.15 ~ '7* Q ~a m
_ ~~~y ~ 4 © 1 ~ L•
T.. ~ i~~, ~yt /S'~t1 ~.1. ~ _ K r. ...111..,E ~ I I CB-72 - ~ ~
FES-48 T/C=291.55 Z ~ ~ Z~z
~i~ - «r ~y~.. ~ ~}':St a : ~ i is ~ •3: / 4 / ~ ,aa.. - r...u - _ . .s INV. IN = 278.00 MV. IN =286.25 ~ ~ INV. OUT = 278.00 INV. = E'' Z o OUT 284.76 ~ a
L f. • N - rel. yO. ~ O ~i i - ~ ~~e~
( r S iC'. r,`_'a``~'~'~s ~Y~': ~.-•Y-\••t r :j •.r ~ PAD / ~ Opa~ xa x
{ q ' i. - y? ~ti 2dl ~ / a
V ~ . ~ r C9 r,-'Y l:t^' \}I~ ~t.v5. C 't~ {,}tl.... •.~'.'rm v ~ ~
N O ~ ( ..r \ .thy ur: 1.C} ~Zr~'-.~.i.~ 5...~" s y ~ I '
1 A~ ,1 a~
to ~ ,F ~tp , p ,,N. a ~
l1/ ~ 'f x i F ~ Y; < y_ . -0 9as".• q~. ~M4 • ! ~ / 0 NOTES: z
o I , F (D S= ~ ? r ~ , - • •r 280 ! ~ o 1. EXIS N Y DROP INLETS CB-66 CB-67 AND CB-68 ~ ~ ~ o ~ TO BE CONSTRUCTED WITH TEMPORARY GREATE. TO BE
I r ~ ~ ~ ~ s ~ v_ ~ :~..°a yt' ?,~7~ ~ ~ r\. ~ . : } , - . ,''c`` ~ O I ~ 145 ! ~ CONSTRUCTED TO STANDARD NCDOT 840.01 ATCH BASIN I ~ C N
~ ~ ~ Q a~ zs:; ,r „r ~ \ I PAD Eir 1 ~ PHASE 8 CONSTRUCTION.
t 4 ~ .fyt. `h; .t \ fir. / 78A50 \ 11 I L!'~ - ~ ''r3.~'-a- ~ 1 -
i { ~ \ ~ O ~ ~ti(~yy ~ \c: sF 3. n-~' t i r1; . a<r4~ 3,p .,may: ,.j. ~ .n 0 1.0 O Li.. ~ fFF~-i :CP ~y~K. ~Fi~ ~~.~~~~.^Z r ~ / 1 2 ALL PROPOSED STORM, SEWER, AND WATER CONNECTIONS TO EXISTING STRUCTURES SHALL BE FlELD VERIFlED BY CONTRACTOR
;tom. ~ _.4,,; ~ 69 \ N v . ~YLr `K'a:.. VARIA~.E WIDTF!' I ,,x~r _ a . ! • \ / \ ~ PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
- ~ ! BLJC STORM t w'< y'r 1 ~ . ~ ` „~air~,R r r / ~ D NAGS EASEM REPORTED TO OWNERS REPRESENTIVE AND ENGINEER IMMEDIATELY. ci ~ ~ ~
_ ~ ~ ~ . vii. r
l/ ! ~ Tt S~ a~yst ~ 1 1wi.~2• S :.'.Y'4'ff~".`?' ` c~ / \ 3. STORM JUNCTION BOXES JB-45 AND JB-46 SHALL BE ~ JUNCTION BOX WITH INTERNAL WEIR TYPE. JUNCTION BOXES N
' Z a ~ _ 1 y2? ~3 tea. ~ ~ = ~ ~ 7 • 48 R ~ J8-48 AND JB-49 SHALL BE STANDARD TYPE. SEE DETAIL ON ~
~ ~ ~ STORM DETAIL SHEET, D-3. W
t _ _ - \ ~ n 4. MINIMUM FINISHED FLOOR ELEVATION FOR LOTS SHALL NOT 8E
I n s. L t V t,,Fl . \ 1 J ~ ~ ~ ~ LOWER THAN ELEVATION 286.00'. ADDITIONALLY, LOWEST a'
E1• , ' ¢c;.+~~. StORM ORAg1A6E \ / 139 ~ ~ ~ ~ ADJACENT GRADE TO ANY CRAWL FOUNDATION SHALL BE 286.00. O
t r _ \ X6.00 / I
~ .."~<j
_ ~ ~ e ~
r '%t ` ? VARIABLE WIDTH m I ~•r; \ 9 / PUBLIC STORM
E a r,_.t-^. ? TAD Eft PAD Fir I i ~ ~ ~.ao - DRAINAGE EASEMEtiT \ ! ~ ' ~
ti ~ ~ z ~ ~2s ~
- y \ \ / ~ ~ t ~ - 1'; , , / \ • 15 RCP ~ ~ \ a
~ ~ 8 \ \ ~ \
N - \ ~ ~ ~ ~ ~ ~ ~ \ \
.:x.. _ 1 _ ~n~ ~ ~ ~N \ ~ ~6 ~ ~
'a t. Y _ / \ '.1, ~ \ t \ ~ \ \ A \ ~
\ ~ ~~l~ 1 ~
g, ~ ~ ~ : a Of ~ \ N \ ~ 1 ~
d ~-L ` \ v A I 1 ~ 1
S s+t _ ~ ~
~ \
4 \ ~ fFy.2 \ -
- \ ~ ~ ~
u \ - ` ~ M ~ ` ~ ~ \ I 2-42' RCP CULVERT 1 o I ~ ' - a _ , ;fir- ~ \ \ t ~ 57 LF O 1.OOx \ ~ ~ (t
~~/~~i K 1 INY. IN=280.67 (BURIED) \ ~
U W O ° ~1Y ~fF \ 7 I v M.~ y. ~ ~ L \ \ \ O ~ ~ 11 nn X z , ~ ~ ~ ~ ~ yp/'y~ \ ~ INV. OUT 280.10 (BURIED) ~ t' ~o'g~' N0• TRH-02010
~ W t , ~ + , :c., =•,c ~ ~ \ (HEADWALL SEE SHT Q-3)
~ TRH02010=G2-PH6 -
} A 3 W /~i t I ` MSA/DDT
r ~ ~ °R"~ GEG DT J
~ ( O y - ~ ~ 1. 'P ~ ~.1`i \ O ~ ~ t V ~ F r{_ - " e ( . ~ f i~ ,yi:. ' u` ~ ~ ~ ~ Sj -n~`yr \ 1 . 1 -40
O ~ iy h 1~. Y+„'.Lj - 4.. ~ . 4 L:IY.`ri k j~.~' . \ ~ ~
4 00 ~ ~ -Y- ~ L1N SHT 2 OF 2 GRAPHIC SCALE oA~' 04-04-05 E~ -WATER QUALITY 40 0 20 4o so s~sr xo. pS AND STORNIW~TER B 1
v ~ v I ~ ~1., ~ ~ . ~s:z y~~~~•-,s ~ ~ - E S St,,i~ OF
f ~ tl, - 'i. ~-3 „Y 'y1. ~ x~ +~">i.i, i5~6.fi?a~ I A' U !9 ~ ~ F ,.yam Y ~ i"i I .'i r. t/\ ~ _ . ~ !arch 40 ff.
\ I ~ ~ ` ~
~ L r~.w.,,.~ ..~m ~~.r.~.,r r~r ~~„~m.,..~~.,~~, McADAMS
1 1 K / X rinAL 11KAIIllVir - iNvi KCLEA6rv run l-vtNaiKuuiiun l

CB 7A
YARIABLE WID fH STA. 12+00.58, LT. PUBUC STORk T/C - 299.90 iCc
DRAINAGE INY. IN - 193.18°14
EASEMENT (TIP.} INY. OUT ¦ 293.i8(ol
I - I -
A 47.ILF - 24" RCP ®a-5ex
L14 1e
3/4~ COPPER WATER SERVICE W/ ~ 5/8 METER I ~ I 3 I
8"X8' TEE I z O 1 ^S n 1 qs N ~ ~ FES 4 ,x~ ? x
W 2 8" G.V. 5 , ' ~1 4' PVC SANITARY SEWER I a 1 SJtVICE W C - SD.~ i2+so,~ SiA. = 10+00.00 45' LEVEL SPREADER ~ ~ a
33. -34 Li - 1e' RCP i ~ INV. OUT = 282.60 ~ ~ v W ~
W CB 7 0 H,7~ L51~e 100 YEAR 3q' LEVEL SPREADER ~ ~ ~ ~
in L - - - 140'4 4•IZ _ TEMPORARY BARRICADE ~~D PWN I 0 0 }.}6 LF - 24' RCP 0 4:487 CB 7A - - J ,t ® ~ d ~ s pp~,~ 100 20' PUBLIC ' ~ 't+~
G~ 1 z r ® 1 _ _ c 1~ - 1 I n - - - _aa fL00D PLAIN STORM I
TEMPORARY 1" BLOW-OFF 20' PUBUC I ' - ~ _g~ ~ _ i N131 12 FOR FUTURE EXTENSION STORM 10 LF 10' PVC 0 20071 8 ° B 12 ~ - - ~ DRAINAGE ~ I ~ I 112 ~ ~ 1 EASEMENT • I
t•5s.rs' LOCATED 10' BEYOND END DRAINAGE " ~ ~ A SM 2 s: aro - - n
~ d i 8 G.V. OF PAVEMENT EASEM ~ = ~ 1~j ' SMH 9 ENT d ~ A 1 ~ 10 if - 12' PYC I \ 0 200x 1
~ ~ 1 O ~ r 11 SD - 8 i 4 RCP p 1 -i ~ _SDOF
END FES~ 122 ~ 2 _ 11 CONSTRUCTION & ASPHALT HEADER - 80X) 33.431 LF - 24' R (SEE DETAIL SHEET C-15 , ~ .;o ° ~ I ~ °e ooo;;° +o0 105 lF - 30' RCP
4(AI 01",Nx ST ) ~ ooaoeo 43 LF - 15' RCP A. 12+49.33 0 ~e' J8 t0A {3921 p°°a°°°o°pooo ' 0 21
01se7r c l 9 1 r, ~ , 11t34~T ~ ~ o o ° ~ JB 4A c ' ~ 5 ,
I, C 4~.a o ~ ART B STREE T z ~ O YARIABLE N1DTH ~ 2'-6' RO LED ~ - 24' RCP 1 G
0 PUBUC STORM 50 PUBUC R/W CURB dr UTTER 4387K ~ - _ _ 0
°o DRAINAGE I 3.24 I . ; EASEMENT (1YP.) I 2D' P CLASS B
UBUC STORM ~ CB 11 ' CLASS B DRAINAGE EASEMENT RIP RAP APRON 20' PUBLIC STORM CB^5
STA. 11+30.00 = Pt STA 10+00, ROAD "B" = C8 8A RIP RAP APRON STA. 14 X93.62, ROAD 'A" STA. 12+00.58, RT. 12'LX14'WX22"THK. STA: 11+81.03 LT., ROAD +30.00 ~ 15'LX18'YD(22"THK. DRAINAGE EASEMENT S1A. ~ 10+80.00 OUTFACE 'B' _
T/C =299.6®16 T/C = 291.5 5~j +81.03 LT., ROAD 'A' STA. 15+39.05, LT. ROAD 'A' 291.5 5~j ~ 12' PIPE OUTLET T/C = 291. ~5 95
CB 7 (DBL E ~X} CB 8 (DBl BOX) INY. IN - 294.3810 INV. IN = 286.7'.0lq = 286.Y9lq INY. OUT = 281,80 INY. IN ==285~Oto.35 T Z8~5.q¢ INV. OUT 28~~0.05
INV. OUT ¦ 294.Y0roy 8g 2 FES 10 INV. OUT = ZBrr~LS.q¢ STA. 10+52.: LT. STA. 10+5230, RT. T/C = 292.E ~ 83 T/C - 292.@bg3 STA. 12+46.83, RT. STA. ¦ 10+00.00
INV. IN = 2E!.B5 (CB8~F3 INV. IN - 288.4813 T/C = 301.'19Coo INV. OUT • 284.68 10' PIPE OUTLET E OUTLET 4A PUDLICt 110R!(5 DEPARTMENT
INV. IN = 2E!.33 (CBlA)8; INV. OUT - 288~7.q~ INV. OUT = 296.4825 INV. OUT = 284.58 INV. OUT = : 17.1833 JB t0A T = 284.58 RIM = 286.50 APPROYBD INV. IN = 283,15
~y'$V~L 17f ~51af~S ~ RIM = 288.OD INV. OUT (30') = 282.90 3 f OY
G.V. + 2 , o INV. IN = 284,88 INV. OUT (12') = 182.00 ENGINEERDIC: DATE 7
~ I °I' r G>3 7A, ~}.I''I'U Gt3 80, INV. OUT (24) = 284.78 I~.O.Zs Cop' Tp G~ 7Q r q'2'I~ "(O G•d. ( INV. OUT (10') = 284.78 STORM RATER DATE
TRANSPORTATION DATE
DATE
7~' REP O~ T DATE
II 11 ' I 1 11 TBM: PK NAIL
315 I ~ - - - - _ _ ' 315 305 STA, 16+02 1~ LT. HEBRON ROAD
- -5 . - B I - _ 305 300 ELEV. = 293.60 300
-
-
_ - _ - _ _ _ _ _ I - : ~ I - - _ _ - _ _ _ - -
- I - - _ - - - - - - _ _ - _ _ - - - - _ _ - _ - - - _ _ _ _ - ---I - , _ _ - - - - -
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- - - - ~ -
- - - -
- _ - - - m - - - - - _ -
- - f- - - - _ - - _ 305 - ~oo _ - - - _ - - - N _ - -
_ a _ oa~ - _ _ - ~ - - - =_-35 25-=--=_ - - - - - =-=2 5=29 = - - - - 290
o 'f... - - - - ~ - - a _ - - - - _ - - - _ _ _ - - - _ - -
- - p - - Z- _ _ _ _ s -
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- - - - - - : - - - - - NI - . - - - - - - - _ ~ - - - CP - - - _ ~ - -
- - - - - r. - - - - - _ _ _ - - -R P~ - - - - - - -
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- _ - - - ~ .O - - - - _ - - - - - _ - - - - - - - - - - - - - F= - - - - - ~ o.. - - _ - - =-ES-= - - - - - - -
N G - _ _ - - - - - - d. • - - - _ _ ~ - - _ - - - - ~ - - - - - -h_--
_ d~ - _ - - - - - - - - _ - - - - _ - - - - ~ - _295 - - _ _ - - - - _ - - - -
- - _ - - - - -=2 5=28 - - ~ 280
- - - - - _
- - _ _ ~E - - - - - - - -
- - - - - - - - - -
. _ _ _ _ _ - . - - - - - _ _ - - _ - - - - - - - - -
.W - - - - _ - - - - - - - - - - - - _ w - _ - _ 1 - - - - _ - - _.Z - - _ - - r- _i CP - - - - - - - - - _ - _
- - X _ - - - - - - - - - -
_ - - - _ - - =.N - - - N - - - - - - -
_ _ -
_ - - - - - cv - - - - - - - - - - - _ _ _ -
- - _ : - 270
-
_ _ B [L, C
- - - - - - - - - - - ief _t~sed - - - _ _ - _ - - - - tf, vi _ - - 4Y a o ct Fi d - - -r - - -
~.r 1 -N . Y _ - - - - _ _ _ _ - - - - - - - - - ' - - z ~ _ _ - _ - - - - - - - - _ - _ - - - - - - - - _ _ _ - - _ I ; _ . - ~ - ter, _ d a wa
_ _ p _ _ - - _ _ - - - _ - - - - yf1 as: ct- m e fi _
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J 2 _ - - - - - - _
' •S - _ - - - _ - - - - - - 275 z - - -
_ - _ _ - - - - - - - - _ _ _ _~:,2 5- 26 _ - _ _ _ - _ - _ - 260
' - - - L l GNO N ~ ~ la N a M M N N - - - ~ N M v N 1G G ~ M b
~ N N N ~ ~ ~ 8 p " v ui to ,
_ - _ - N ~ - N M iM 'O ~ O 10~ JO i1+GO 12+00
13+40 14+00 10+00 11+00 12+
12+00 13+00 10+00 11+00 12+00 13+00
- - _ 6 OWNER: _ fINAI. llIiA1YINC - IZha,h;ASh;ll hUlt CUNS'PItUC'I'I(1N
5 rROncr xD. 1RW-02010 sl~cr Ro.
D.R. MORTON INC, ~ . 4 r p2-,,.•~~ TRW02010-P2.DWG D
3949 BROWNING PLA ti ••;r
3 LEVEL SPREADERS ADDED _ CE ~ Ma i 1 16 a _ _
s RALEIGH ENGINEERS P ~ DRr<1N 8T: _ 2 ToR~i ~ BB ADDED, vES es ELETED a-s, / CANNERS/SURVEYORS g 5 - FEW NORTH CAROLINA 27609 DDRrt. seas: „ _ Cam' ~ r~~f~ ~ ~ ~()~5 ~ McADAMS COZART SI+REE'f, STA. 10*00 tJ SI~A.12~°49.33
I CITY COMMENTS RESEARCH TRIANGLE PARK, NC ',F o~ 1 = 40 - DENR • wArptt
P.O. BOX 14005 ZIP 27709-4005 '%PI~ sue` 1" = 4' It..VISIONS DATE H g, p140,,~ SD SD 0/~" A , S'S'A. 1000 Tf~RU ~A. 11~49.6~ N Date: iHET(ANOS QuAUTY vxI T AND STORMWATER BRANCH
_ [phone] n,,,~~~~~,,, Dare; - _ (ly 10-25 2002 SD 0/~ "B", S'CA. 10°x00 T~RU ~'A, 1158.96 DURHAM, NORTH CAROLINA
wool

/ p i ~ Z r 1 4
r _ ~ ~ EX. WETLAND ~ - a 6 ~-EX. WETLAND I m ' 1 n$
I
~ ~ ~ Q
cuss '2' RIP RAP APRON ~ - i Or 8
40'LX44'WX27"THK. ~ ~ 2 6
1 ~ C8 2 ~ ~ 110.0 LF - 48' RCP STA. = 10+72.56 OUTFA 'C' _ ~ 8
~ ~ ~ 0 1.6571 STA. 20+75.63, lT ROA 'A' ~ p I
~ 8 TC=29228 2 r Z ° C o°e ~ ~ ~ SD 0 F F INY. IN • 283.i~tgL 1
8>:oYo°•. - _ INV. OUT = 283.601 ~ °oo°e o°ea a 9 ~
°p0°0'0v°0'00 • ~ ~ 11 1+) 3 ~ N e° cave acve~ o
°°°ev°ei°e°°°p0° ~ 5O' STREAM ~ e°vo°a°eo°ea°v° ~ ~ ~ ueeaeo°ea° ES 1 Z ~ ~ BUFFER ~ b °•a 4J I~ oao,a ~ O ' P C SANITARY : ••g•• ~ A 3D UBU ~ ae•ouo° 4~ 1 ~
SEWER EASEMENT • o;•::agao• o„o •eu ,
° ~p ° ~ 20' PUBU~: ~ ~ STORM DR \ ob.voa I I 141 ~
/ CIA _ EASEMENT a ~
10' NO BUILD 20 LF - 18' HDPE-~ = ZONE ~ 9 \ j p
0 2.0071 - ° ~ _ - ~ . !
o~ - 10 _ ~ ~ ~ 11+00 ~ 21'F U400
~ r _ 11+00 ~y~f 0~- ~ 1 n 2
I - - - to r ~ 11+oD ° z , ~ RIM = 286.50 O g ,SS . iS i rJtil O 1i ii ~ I
I ~ INV. IN = 281.80 Z " • ~ 1 F ~ 1 A ~ n
INV. OUT (48) = 281.70 - - - o INY. OUT (18) = 280.40 f' H r
A ~ 3 i
234' LEVEL ~ ~ • FLC FLOODWAY /
SPREADER ~ I 8 FES 1 ~
I " - INV. OUT=281.60 (FIELD VERIFI~ Z I 1
Z m n ~
w EX. WETLAND ~ ~ ~ o° $ l 9~
9 18' PIPE OUTLET (SEE NOTE) ~ `I
INV. OUT = 280.00 r ~ p I r ~ 1 8 ,
I a / I NOTE; FIELD VERIFY AND ADJUST 19 OUTLET
8 INVERT AS NECESSARY TO FACILITATE y ~t 25' WETLAND
LEVEL SPREADER CONSTRUCTION. 30 SANITARY q 'x 20' SAI SEWER SEWER 20' SANITARY BUFFER
' EASEMENT - ~ SEWER EASEMENT 100 YEAR CITY OF DURIIAI(
20' PUBLIC / FLOOD PLAIN ~ PUBLIC 1fORK3 DEPART1lBNT "iY APPROVED
1 q STORM DRAINI CE I
EASEMENT I ~ S ` ~ t JU BNCINBBRING: DATB
1 ` ~ \ ~ , SfORN 1fATER DATB
ioo YEAR GRAPHIC SCALE O TRANSPORTATION DATB
2 / FL000 PWN 4p p yp 40 e0 1~ DATB
I p 8 ~ 3 . ~c~s aF 7 ~ ~ Ir ~ DATB
I 1 inch = 40 it Z 1 ~r
11 li
II II ~M: PK NAIL
~a STA. 16+02 15' LT. HEBRON ROAD ~ ELEV. = 293.60 300
300 -T_ _
- - -o• - -
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4 ~ 3949 BROWNING PLACE 7 MA . _ MPS ~ ~ ~QQ~
3 LEVEL SPREApEfl ADDED 12 •I!-Ol DNMN DT: >r FEw _ RAI6IGB ENGINEERS/PLANN RS/SURVEYORS - McADAMS
- 2 outiAU 'c' RENSED 2e-os xos¢. scxu, _ _ NORTB CAROLINA 27809 E5EARCH TRIANGLE P "s '•;F Q• ~ 1 - 40 ~r D N - T ITY E R WA ER UUAt, n n ~ AND STORMYVATER 9RANDII
R ARK, IZC .,Ngi~~;~' y ; SD t - I Cln eouuENTS ~',+-o~ P.O. BOX 14005 ZIP 27 %9~p Q. veer. acALe: I = 4 709-4005 , T " SD 0/F C , 5fA 10+00 THRU STA. 10+72.56 PRDiT l,~rg:
~ SS C _ ,,,~N S. A~~, ~ DATe: tIEVISIONS DATE [phone] ? 10-25-2002 " " A 10+00 THRU STA. 14+73.94 DURI'iAM, NORTH CAROLINA SS 0/F A , Sf
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WETLANDS CHANNEL HANSON AGGREGATES ';SOUTHEAST, INC. D.B. 3345, F~;. 369 _ 1765.28' N 89'31'10" E DANNY B. & DOROTHY W. JOHNSON
AREA=0.01 ACRES P,B. 64, P('. 44 ~ a " 7ss.s1' D.B. 1472, PG. 220 ~ T AN I JOSEPH N. GRADY, JR. A NORTH CAROLINA PROFESSIONAL LAND SURVEYOR, 1 1HIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OR 1VE L DS P.B. 36, PG. 3 ATED PURSUANT TO S'LCTION DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION
- - 198.83' < .Y ~ `.480 90 ' ~ ~ .r (TIE TO 117.92" 1; x ~`x ~ `L223 " N ALL AREAS OF WATERS OF THE U.S., INCLUDING WETLANDS, REGUL RMINED BY THE UNDERSIGNED ON THIS DATE. U,f~LESS THERE AND SHOWS THE LOCATIONS OF SECTION 404 JURISDICTIONAL AREAS AS - - - - 404 OF THE CLEAN WATER ACT AS DETE
169.02'' N 1x, L268 r TIE TO S K `•(TIE TO ,N WETLANDS) TIE T0. 6, ~~(T1E TO~; i N ~ ( ~ ''WETLANDS): x x C? ~ 600, ti , ~ r .,x; x 21 CONTROL R PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION 404 DELINEATED BY S&EC OF RALEIGH, NC. , IS A CHANGE IN LAW OR OU CONTROL JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS ; r_, ~'~9pra
~ 468 ~ . WETLANDS ~ WETLANDS) ~ 'xWETLANDS~; * L225 ~ x ~ ~ 122p CORNER A ,CHANNEL 421, x~ ~ „ WETLANDS MATRIX AREA ,,;CHANNEL •x"x ~ x ) ~ y ; als ~ ~.v~4s7,'.; N CORNER ~ DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL. ~\~'~"`~r.~r°~i~
ry .x q1 `42 'y < CONTAINS SOME UPLANDS) ~ 'n ~ . ~ k~'~~: .418. ~'~'~~~466,~> JOHN & ADDLE WHITTED O ~ oo~ ~ D.B. 301, PG. 502 0 ~ ~
x . ,116, `417. C ~ h ~V~~ ~ REA=2.21 ACRES f x `x ~ ~ « x q0~'~ ?4? ~,ti N •~,y,, A ~'1 r 404 X415 ~3" ti,2 .,:>t,¢i 465 P.B. 40 PG. 78 JOSEP .GRADY, JR. P L- 163 0 ,
~'r •k' ~ N ~ r 'N x ;.h` i N ro 405 < 'x K (NAME) a ~ ~
~ ~ ~ a 422 (2 406,; ~ I r • 'x~ " "464,• >>4fi3 N/F y 2 - ~ ~ -0563 ~ ~ o Q-ZZ-a2 ia.v ` °a a o o ~o 'o ~w
K NA x x F ~ 8 l UNION PLANTERS BAN , r fi f N n x ;463 "x' > (TITLE) o® O N~ °°r~ ~o°oo h~ z i
D.B. 3166, PG. 61 x > x n ~ N at a .r ~ ~ ~ P.B. 36, PG. 76 x ~7 ~o ~ X.~ w~ 462 JOHN & ADDLE WHITTED ~ ~ ~ ° D.B. 326, PG. 140 '~a~ ~ eo°° p', Q
K x ~1 ~ N L2 5 t f x ~1' \ x N ~ 423 x x (DATE) OL 22oSfo l gp,,,,,,,ocd ~ P.B. 40, PG. 78 ~ tx T-
w r 30' SANITARY, ~ , 413 al a 461 \ ~ ~ d~ a
~ r " ~ 4 0 L234 `ry ~ ~~i' 460 ' ~ m 'SEWER ESMT.~ 408 ~ ~ r x, x30 • 411' ~ 424 ~ x ,x K x : A ~ cn z x' ' P.B. 137, PG. 50 < 3 a , . ~n x ~
a v ~ r~ r ~ ~,2 1~ ry . 'x' r ' N ENERAL NOTES ~ N. G
x ~ 2aa ~ `447 459 ~ ° ~ 425 Y ~ 'x' ~ ~ L212 ~ J x x 409 r `r 1 ~'Z' ~;x a ~Q
~ ~ x%` { yg ~ ?p~ 458 N r ti " x ~ x ; ' ~ r x ~ o ~ FLOOD 1.) BOUNDARY.INFORMATION FOR THI5 WETLANDS EXHIBIT IS BASED ON A PLAT ~ a ~ ~ ENTITLED "SWANN PROPERTY BOUNDARY SURVEY" PREPARED BY THE JOHN R. {L ~ O O
- t x x '446' `L > - ~ x ,<;504' S03~. ,501' N I o 427 445 ~ 448N,,,, > "ZONE X" ~ MCADAMS GO., INC. AND DA1ID 20-20-02. Q E'" ~ ~
'x 5 -i v~ 457' ••'x' 505 - l~~ L273 L274 L275 ( N ,x' x x 'x' L199 N ~ N/F ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. rr U~ 2 PROPERTY SHOWN HEREON ~ V a ~S N NORA L STANLEY 3. BY GRAPHIC PLOTTING ONLY, A POR110N OF THE CO
FEUCIA STREET F ,506` i r , ,x;`:, x ~ ~x L210 60' R/W Z 507. L2~~ L276 ~ ~ 6~ ,428 ~ ' ~ 449 'x" 56 0D- rn D.B. 268, PG. 257 I LOCATED IN A SPEgAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "A" ''W ~ ~
N N K x v - - O 269L2 TIE TO ~ 1 30 ~ x x x 444 L203 450 • L209 ' P . 78 S PANEL NUMBERS 3706300059 G P.B. 40, G AND AE" AS DEFINED 8Y HUD F.I.R.M. COMMUNITY m
I 455 FLAG 501 ~ 429. ' x' 443 ~ L1g1 nri; L206 AND 3706300067 G BOTH DATED FEBRUARY 2, 1996. ~ ' ~ C5 W O ~ Q 4.) THE WETLANDS EXHIBIT SHOWN HEREON DOES NOT CONFORM TO
O ~ ~ 30 SANITARY x" 3 x` o s, a 454 L207 N SEWER ESMT. N ~ f ~ ' ~ ao ~ to X , . < x , c0 xa~' a THE REQUIkEMENT'S OF NCGS 47-30 AS AMENDED, AND IS NOT
453 ~ ~ W P.B. 128, PG. 165 N ~ 43 ~ r x' rn FLOOD 451 f 0 , ;*442 'ZONE A' 452 L206 - - - _ ~ FOR RECORDATION. FELICIA ST. Z SjgNt 5.) REFERENCES: DEED BOOK 2192, PAGE 955
N `y x 'x x, L205 N M ANTE ST ~ Ey 3 DEED BOOK 3081, PAGE 129 /F EL OR. 1 DEED BOOK 982, PAGE 49
NIF 50' STREAM BUFFER (TYP.) W .431`; 1`441 " 'x 50' a x ~'y ~~'x' •'x'"' x f ~ / . STANLEY SITE TROY C HANCOCK ST. ~ DEED BOOK 1124, PAGE 740
CITY OF DURHAM MEASURED FROM TOP ~ ~ ~ " ~ ' ?y~ D.B. 1568, PG. 22 OF BANK) I a ~ ' k ~~'x' 't, 'x"';;"''; ' ~ D.B. 2282, PG. 188 o DEED BOOK 306, PAGE 264
: , 0 100 YEAR FLOOD UNE P.B. 36, PG. 76 432 ~ ;ti y '.440~~ ;Y j: .4,` P.B. 40, PG. 78 SHAY ST. k PLAT BOOK 137, PAGE 50
~ PLAT BOOK 128, PAGE 165 JUSTICE ST. a PLAT BOOK 39, PAGE 153
f d~ '433x, "''";Y4'•9 ~ N t ~ x X• 3 WETLANDS MATRIX AREA B - o PUT BOOK 29, PAGE 48 HEBRON RD. PLAT BOOK 36, PAGE 13
m k `r,' 't' x 9? PLAT BOOK 135, PAGE 131
~ 1 v N • (CONTAINS SOME UPLANDS) ~ ~ ^ FLOOD 9 J •r'``x' "~'x;"` 438 _ o ~ ~ ' \ AREA-4.99 ACRES ~s VICINITY MAP PLAT BOOK 29, PAGE 13 NIF SA DA ,
u m "ZONE A" ~ \ .434;;' . & ZERE 14 NOT TO SCALE PLAT BOOK 64, PAGE 44 .p,IpµAS 1605 QG' 8 PLAT BOOK 3, PAGE 122
l.v~ ' f \ x x x ~1 o N I p•B• qp, 4G• 7 ! PUT BOOK 36, PAGE 76
~ 7 'X x J P•B' PLAT BOOK 40. PAGE 78 i ~ PLAT BOOK 102, PAGE 188
GLORIA F. OWENS I ~ ~s x ` / / PUT DOOK 103, PAGE 127
D.B. 1437 PG. 47 100 YEAR FLOOD L NE ~ ~ ,..,5 ~ , 436 I L P.B. 36 PG. 76 r r` v L189.381 266 382 ~ / I OF THE DURHAM COUNTY REGISTRY
' I °N° \ \ "435-' '1~0 383 ~ ~ ~ ( ,N 4 L265 / 5 TAX MAPS 785-01-001 / P~ 78 01-001D
N ~ \ `L261 ~ / Ppp ~ $ N~ ES ~ 785-Ot-0010
~ oo a '388'(26% ' ~ . ~'~QO' 8 ~ 785-Ot-001A S B' 05` G• ~ 785-01-0018 ~,P ~6 Q ~ a
~ '13'31" W s `x;' ~ 385 / 6' S 87 ~ ^ J L2s2 'Mp p~' gyp' 6. CHANNEL 1~~DTHS AS SHOWN WERE MEASURED FROM TOP OF BANK TO TOP OF BANK. ~
_ ~ 693.2 ~ / \ MELANIE STREET D e m o v 3$7 ' P 9• ~ A ,~1RISDICTIONAL WEP AND AREA : AREA=615,089 SO. FT.=14.12 ACRES a ~ ~.y 7. TOT L s FT,=4.99 ACRES ~
60' R/W _ f - Z D ~ i,, \ 389 386 / ~ ~ TOTAL WE1I.AND MATRIX AREA: AREA 217,357 SO. ~ G• 1 8. WETLANDS AREAS. WETLAND MATRIX AREA A-2.21 ACRES ~ QQ )
F • G WETLAND MATRIX AREA 6=4.99 ACRES
~i ~ ~ ~ a' p~~ Q TOTAL WETLAND MATRIX AREA=7.20 ACRES ~P~ ~ ~ WETLAND AREA C=5.95 ACRES
FL000 ~ \ " o N~ ~ ~ WETLAND AREA D=0.10 ACRES 0 Q TOTAL WETIlWD AREA=6.06 ACRES
ZONE X ~ L176 uo9 CHARLES A. 7 WIFE MARY E. SWANN ~^0
339 ~ ('o \ ~ PIN# 0834-04-62-6000 \ , ~~~QQ`'' GRAPHIC SCALE
~ s ~ - o M s ~ AREA-83.5 ACRES f r \ ~ . ~o o•
" 337 N/F ~ F \ t ~ goo o so roc zoo
~'1TY OF DURHAM ( 336 l ( ~ ' v ~0 s ~ OQ
WETLANDS UNE TABLE WETLANDS UNE TABLE WETLANDS UNE TABLE D,B. 1568, PG. 22 340 ~ ~0,~ \ ~ UNE LENGTH BEARING UNE LENGTH BEARING UNE LENGTH BEARING P.B. 36, PG. 76 \335 < S ~ 3' v ~ y
L10 32.27 N 35'55'26" w L105 44.26 N 50'58'02' W L200 54.26 N 44'51'07" E \ (~o 8 ~A' Q ^ ~ (IN FEET ) 6Z 2j, ~ -
' L106 50.65 N 53'06'36" W L201 53.71 S 59'29'58" E \ ~ Ll l 24.21 N 39'0429 W " ~ = m..~ 334 l \ •8 ~ , Q 1 inch - 100 ft. Z
L12 5.34 N 194512 W L107 49.53 N 48'37'11 W L202 44.38 S 14 30 27' W j r ~ ~ 0~ ~ o ~ . ~ ~E
113 28.23 1'30' L108 25.06 N 51'42'11" W L203 31.82 S 32'1758" E z D ~ 341 > 1 1204 43.20 S 00'3844 E v o I~ > w o e~0' ^ . Q ~ o • ra 4 cow o o ~ ~ ~ EXISTING IRON PIPE
L14 47.59 S 68'28 59 E U 09 9.68 N 37'5016 E ~ v ~ p o> \ L15 28.58 N 0' L110 67.16 S 03'00'58" W L205 20.59 S 64'45'47" ~ ro \ Cn - O ZQ ~ 20 ~ 4+ ~ a U1 W WN
• 11.65 I 330 332 ( \ L16 63.09 N 40'42'23" E L111 73.70 S 00 3512 E L206 N 38 02~ 16" E ~ _ ~3 ~ \ 'o ~ ~ Q ^ ^ ~ ~ , M ~ ~ CALCULATED POINT 0 4+yry~ ~ 115 R
L17 40.10 N 83'58'55" W L112 68.04 S 0073'07" E L207 14.47 N 040100 E r 1-~ 342 ^ 1168 331 \ \ ~ f*1 Q ^ ° Q ~ ~ a ~ WETLAND FLAG WITH DELINEATION NUMBE
4 L113 34.81 S 73'07'44" W L208 19.55 N 19'00'42" W ~ j 34 ^ (9 ~ - - - - L18 38.5 N 77'50 29 W " ' 4 329 ~ 9 ~ - --i o >o• a . Q p ~ ~W o \ ,a z o ? CONCRETE MONUMENT
U 9 11.74 8'54'03" W L114 7.25 S 03'31'22" E L209 33.68 N 0346 22 E ~ \ \ ( ~ ' \ S 2 • L115 53.20 S 42b5'42" E L210 29.58 N 05'22'21" W >s ~ 9~ L79 0 3264 W L2 69 3 00 S " 345 ~ ~ \ 2zo 3N^ ~ ^
L21 18.03 S 70'08'24" W Lt ".6 99.19 S 00'03'18" W L211 41.94 N 2722 59 W \ U2 ~ .S . ai ma W
~ rn 8 L76 U5 ' L117 44.23 S 56 32 32 W L212 24.41 N 52'05'15" W N \ ~ L77 - n L22 53.68 7 W /F ~ ~ - J~ W
L23 57.57 N 83'38'34" W L11F~ 4261 S 52'19'55 E L213 47.41 N 082740 E TTY OF DURHAM ~ \ t74 o PAUL C. & MABEL JEFFRIES ~ ~ o ~ D.B. 306, PG. 264 ~
L24 80.11 N 6 '4 T W L119 57.56 S 05'3710' W L214 22.65 N 45'42'52" W t~ 8. 156E , PG. 22 328 < ~ \ 125 48.11 N 72'50 44 W L12G 76.00 S 015113 W 1215 32.8 S 32'20 23 W 1 6s f , - ` _ ~ ~1
L26 48.18 S 12'30'52" E L121 52.41 S 02'30'14" E L216 46.00 N 35'51'59" W i ~ T - (69 L2 ' E+ o ,a m L;i L4 L5 1,
1 346 01 1 " ~ 327 L27 40.85 N 3716 3T E L122 29.87 S 56'5716 W L217 39.27 N 70'18 42" W ~ (>6 ` , \ / \ 6$ _ _ \
L28 29.80 N 32'2718" E L123 90.96 S 02'30'43" E L218 37.27 N 22'28'36" E 347 r . ~ ~ • ,1, _ ~ ~ ~ ~ ~ - - U ~ ~ Z ~4 ~
' 124 54.13 ' 4" E L219 32.93 N 32'06'58" W ( ~ ~ L29 17.80 N 1 46 L S 19ti6 0 - - ~'6 348 326 ~ Z z
L30 51.89 '45" E U25 76.30 S 01'19'26" E L220 45.08 N 73'13'14" W _ \ 0 65 S 25ti3 " ~ ~ ~ ~ L L31 37.63 7 W L126 87.99 S 01'4741 w L221 46.78 N 6972 22 W HAn1000K STREET ~ E L65 ~ L60 h"'~ ~r~ 1621.6 Csg ~ I-i o 6~ -
L32 33.53 '52" W L127 103.31 S 01'50'50" E L222 38.62 N 04'08'48" W ~ 60' R/W ~ r \ I S OS 36 y ~ a~
L128 68.84 S 00'19'39" E L223 4.52 N 55'01'05" W _ . _ ~ ~ \ r L33 39.50 349 325 N /F n O a` S 9'7_83£" E C;~:tiRL~S ANTHOti'y ~ ~vIE-L
L34 24,00 S 25'55'26" W L129 67.22 S 1211'23" E L224 64.10 W 19 x8_21' W ~ ~ 50' STREAM BUFFER (TYP.) \ ' ~ . , , ; " ~ r ~ (MEASURED FROb: ,t~P GY ' x NN E•-L
47.05 S 29%757" ~Y Lt,'0 24.34 I S 15 _ ~ LL[J . c_ •r~ L 'O^ • ~ . --r----------- - - ~ - - - OF BANK) \ 1 Y' L131 23. It S 84'43 50 W 122E 4264 N 23".18'36" E t ~ i ro r i '-,i~ 4 .39 S 12'10 C_ W ` ~ / i ~ ~ 381.37 MARY E. SWA ~ \ N~ ~ PIN# 0834-04-71-7367 0
L37 8.77 S 87'54'29" E L132 86.32 S 00'31'51" W L227 24.04 N 01'',6'05" W 324 \ PAUL J. DYER & Q x s, ~ AREA=20.8 ACRES JUDY C. HUFF [~,jy~; ~
. _ _ _ .e .......~.i..... ~ i nno no oe ~c•tn~:c" w ~ N/F I L__ / n n Yee e/'• CG ^ 1+~
UJJ +o. i I J UJ JI'JV" L ~..c.w ca.oa I~ iv ac ~ M ~ . J ~ ( ~ ~ ~ u.o. goo, ru. v~ ~
L39 11.39 N 63'43'10" w L134 84.35 S 03'0529 W L229 67.62 N 14'1611 W CITY OF DURHAM ~ ,6'~ " 0.8.. X68, PG 22 N 323 I s~, ~J a C~J
L40 8.97 N 4 14 L135 62.52 S 01'53'24" W L230 29.22 N 154848" E p,8. 56, PG. 76 rn L136 76.48 S 1'32'08" E L231 16.05 N 36 49 29 W ' ~ ti ~ ~ L41 23.95 N 05'14'51" W 0 r~
' 32 37.61 3'f~" W ~~ti 351 00 L42 46.21 N 05'17'36" E L137 54.81 S 07'25 39 E L2 S 66'2 _ ~ ^ ~ \ s S ~ ~ Q '
L43 50.74 N 07'55'37" E U38 5.31 S 13'53'53" E L233 10.43 N 75'30'29" W ~ 352 322 v ~ \ ~ \ ~ ~ l~5 CI4 (S2 , ~ ` ~ /
L44 61.64 N 00 35'58" W L139 57.02 N 66'1721" E L234 13.41 S 28'12'01' W 5 ~ C2
L45 42.91 " w L140 33.62 N 52'32'18" E L235 17.86 S 59'25'47` E ~ I o N 24 204 N L46 51.38 N 4'18'41" W L141 36.67 N 25'50'00" E L236 43.95 S 07'49'47" w w w 321 ~ I _ - - 2 00 / _ ~ ^ S ~ w p 1 ~ ~ X24 2~ L17 ~ ~2 ~
L47 52.80 N 39'10' 4' W L142 64.11 N 24'15'10' E L237 67.54 S 18'39'09` E _ ~ ~ / - ~ L23 L22 103 18 X20 ~ \
14 36.79 1238 59.96 S 87'01'43" W ~ 353 J ~ ° ~ ~ L48 43.10 N 14'33'46` W L 3 N 47'48 47" E ~ 320 / 201 (i ~ \ l ~~11/ N
L49 49.99 N " w U44 54.86 N 12'25'14' E L239 38.29 S 89'2317" w ~ ~ L88 l87 A,p TIE TO 0 SE yp/F POND , 202 .8 2 ?yF
' 37.88 r ~ < l86 ~ L50 54.36 N 25'05'08" W L145 68.83 N 21'4104" E L240 S 72'18 09" W p ~ s I 1 ip ~8S 64. p~ lq ~ r G.5 nA
L51 13.97 " w L146 56.96 N 35'2614 w L241 23.59 S 62'1618 w ~ , i° 101 ~ • 4 47.71 ~ N/F 354 ~ \ ~ ~ \ L52 53.29 N 62'2004 W U47 66.32 N 213140E L2 2 N 68'0529" W CITY ~F DURHAM Z 319 (~S ~ ~ - 6y ~ 00
L53 45.23 N 43'35'52` W L148 77.76 N 11'50 41 w L243 40.72 S 56 49 48 W D.B. tf 68, PG. 22 6 f - 3 ~ ~ 1 ( \
L54 55.08 S 73 '12" W L149 38.23 N 17'56'32` E L244 61.73 N 18'5752" w P.B. ;6, PG. 76 318 ~~S ~ ~ ~B3 ~ F, \ \ ~o ~ ~
L55 25.84 ' w L150 52.65 N 41'02'24` E L245 75.07 N 13'05'22` W S ~ N 30 35 02 ~ ~ r \ 1 FCp N
L56 57.35 N 45'30'47" W 1151 65.78 N 44'11'54` E L24b 35.41 N 31'1745" E 355 317 \ ~B2 \ L152 53.95 N 19'15'48' E L247 37.52 N 2312'29" E ~ r~ ~ L57 48.93 N 34'5915 W \ °0 ~n ~ 0, ~ M. ~ N r ~ A Q 2 FpG,
L58 73.78 N 31'16'44" W L153 71.52 N 03'1722` E L248 51.03 N 66'2729" E - - - ~ ~ p ~ o co ~ ? 6, p ~fMq o ~ 2g G N
' 4 48.90 a ~ L59 57.95 N 65'45'45" W L154 70.55 N 16108 20" W L2 9 N 57'44 OY E ~ 100 I ~ ~ ~ P~ ~O8 U1 (A \ ~
. g 65 ~ WASHINGTON STREET 316 ~ 0 L60 55.13 1 ' 7" W L155 65.63 N 64'0401" W L250 3 N 17'2419 E •i0, R W L8 / ~r ` \
L61 45.51 ' w u 56 58.38 N 63'5914 w L251 40.35 N 04 39'35" E / ~ S 71'4516 356 30' SANITARY ~ \ /
L62 27.13 N 72'19'57" W L157 71.49 N 28'43'42" W L252 47.92 N 18'1906' W - - - SEWER ESMT. ` J ~ ~ i L63 56.64 S 64'08' 6" W U58 46.46 N 05'10'45" E L253 28.23 N 10'1411 W 30' P.B. 128, PG. 165 , r ~ F~DID N/F ~ ~ ° e. 2 F
L64 39.35 N 36'20'24" W L159 36.36 N 37'49'57" E L254 42.51 N 13'04'49" E 315 ~ P ~~M E. 2g pG ~ qN
L65 63.81 S 871707 W L160 71.07 N 29'04'23" E L255 47.70 N 37'30'57` w N ~ ~ ~N 50' STREAM BUFFER (TYP.) AC 08 ~ 50' MEASURED FROM TOP ~ ~
L66 65.58 N 57'0747" W L161 51.66 N 47'26'25` E L256 66.84 N 0453'19 E 20' 20' SANITARY ~ v ( OF BANK) ~
L67 39.97 N 6'38'43" W L162 68.65 N 03'16'45' W L257 106.29 N 25'04 08 W N/F SEWER ESMT. 314 L68 16.04 S 63'50'38" W L163 61.55 N 10'59'37" W L258 76.04 S 21'50'26" E CITE OF DURHAM 357 p,g. 128, PG. 165 WETLANDS AREA C
L69 28.63 N 48 '58" W L164 71.16 N 47'34'44` W L259 39.44 S 31'29'21" W D.B. 1568, PG. 22 r AREA=5.95 ACRES ' N
L70 48.73 N 7'04' " W L165 43.84 N 34'29'32" W L260 33.04 N 73'25'49` W P.E. 36, PG. 76 N 313 ~ 1 J I 3 3
L71 56.89 N 24'31'45" W L166 97.43 N 20'58'24" W L261 14.71 N 82'14'41" w p° o 103 r N in r -0 10
L72 73.38 N 4 '1 " W L167 40.41 N 30'26'26" E L262 29.52 S 84'1704: W 358 312 ~ ' L40 ~ ~ N ~ ~ X102 1 5 N ~ M ~
L73 19.93 S 19'12'52" W L168 57.81 S 84'33'25" E L263 44.45 S 17'36'05 W ~ 1 " L74 22.19 N 77'40 8 W L169 21.48 N 00'44'25" W L264 23.11 S 50'41'23' W _ _ ~ ~ ~ 1 ~ N/F ~ o ~ L39 1os o T LOUfS SWANN ~ o
L75 62.46 N 85'28'55" W 1170 49.66 N 56'28'02" W L265 39.26 S 80'19'00" W ~ 311 J ~ L38 p ~ L37 107 ~ PINS 0834-04-81-2382 cn
, ~ L76 48.72 7 ' 41 W L171 47.89 N 39'18'34' W L266 70.45 S 88'38 37" E 359 L8 L9 h AREA=19.8 ACRES ~
L77 65.99 $ '45' S" w L172 35.34 N 19'52'46" W L267 28.23 N 47'44'50" E L131 w , " ~ ~ ~
L78 49.67 N 4830'32 W L173 41.57 N 37'G122 W L268 10.23 N 19'1123" E 361 360 ~ ~ L79 33.21 N 1 ' 1" W L174 31.88 N 38'40'44" W L269 27.32 S 88'53 52 W ~ N/F ~ ~ tos
L80 14.31 N 85'06'49" E L175 37.21 N 35'34'59" W L270 25.05 N ' 4" GTE OF DURHAM M 310 113 C33~' t 20 z
L81 32.70 1' 7" W L176 8.16 S 25'44'35" W L271 SO.t2 N 73'53'11" E D.B. 1621, PG. 249 J ~ j N '0 0 P.B 36, PG. 76 a ~ N J ~ O
L82 51.09 N 52'05'51" W L189 17.63 S 04'54'41" W L272 31.79 N 54'13'22" E t ~ ~ 114 Z+ 19
L83 68.12 N 6 24'56" w U90 58.11 N 45'23'14' w L273 74.33 S 89'01'41" E 362 I v ~ry
L84 57.47 N 54'29'05" w U91 67.14 N 49'16'20" E L274 55.80 S 84'12'07" E ~ 309 T1E TO . ~ ~i r 309 / L85 69.61 N 69'48' 1" W L192 70.32 N 61'02'38" W L275 55.75 N 89'2819 E w r~, 115 ~ 118
L86 72.60 N 83'51' 0" W L193 42.91 N 35'49'47" E L276 12.88 S 38'43'10" E ~ W / 363 307 f ~ WETLANDS AREA „7 D
L87 57.12 N 8711' T W L194 56.38 N 425740" E L277 60.84 0' - _ ~ ~ N AREA=0.10 ACRES 116
L88 27.82 N 88 '4 " W L195 57.62 N 54'09'55" E L278 111.59 S 09'01'12' E JUSTICE STREET ~ ~ ' N/F
L89 21.06 1 0'01" W L196 41.99 N 14'02'59" W L279 58.67 S 1 1" 60' R/W / N 32 J ~ / L90 41.64 N 0 '07 " E L197 68.02 N 72'34'12" E L280 51.21 S 0859'27" E _ - _ DAV1D L DICKENS
L91 59.47 " W L198 55.46 N 24'53'28" E 1281 51.21 S 03'22'04` w 306 N 0135 30 ~ / D.B. 2626, PG. 71
L92 72.83 N 00'52' 4" L199 46.63 N 80'53'50" E L282 44.16 S 11'21'21" E 364
, ~ / L93 68.68 N 021519 W L283 67.76 S OB'04 44 E M ~ QN ~
L94 59.37 N 00'48'53" W L284 73.21 S 06'02'47" W i 305 / , PROPERTY l1NE TABLE i ~ k'S 3 = N 3 aNo Q~ 3 N (n
L95 42.28 N 0135 52 E L285 57.63 S 13'56'55 E / . IJNE LENGTH BEARING L286 91.73 S 09'43'45" E 365 304 v r L96 60.94 N 05'30 38 W Lt 40.65 N 00'25'39" E IV/F / rni0 (~Iw NcV ZprY O' r~ ~ o D: ~ ~ Z ~ U ~
r L97 56.38 N 1416'39" W L287 59.52 S 0010'22' W N;S1C'~ M. UPSCOMB ~ / ihrj ~rQ MM QIQ ~M ~ ~ I ~ ~ o ~ ~
L98 34.25 N 4702'15" W ~ 156.87 S 83'49'39 E L288 18.45 S 0743'05" E p.e..1770, PG. 61 w ~ ~ ' o ~ ~~~o o v, \ o o co
L99 44.71 N 5714'20" W ~ 119.78 S 83'49'39 E L289 50.89 N 30'48'28" W P.B 36, PG. 76 ~ 303 / ~ L4 188.39 N 8519'55" E g0 54.29 ~ ^ o Zook o z~ I o
L100 51.86 N 48'2727" W L2 S 47'25 44 E { 366 a ~ ~ L101 56.03 N 49'49'18" W ~ 287.02 S 85'0206 E L291 111.76 S 5159'09" E 342 ~ III ~ ~~II Z~Q ooMpW ~
L6 199.89 S 89170 " E ~ ~ / L102 53.68 N 52'28 55 W L292 51.05 S 54'52'41 ~ E w L138 301 , / (AOw JOB
L103 41.80 N 49'00'54" W L7 200.03 S 89'26 20 E L293 54.99 S 48 5510 E i ~ ~ Q ~Q lWi Z Z
L104 63.48 N 44'33'38" W ~ 200.07 S 891716" E 367 ~~~9 / L9 200.07 S 891716" E - - 300 / ~ d Or W
~wacr xo, 1=()R-02tYE06
r~ k / EOR02016-C1
~ N~ / m' `~--+,b NANCT M. LIPSCOMB ' BY.
~ l~ D.B. ;'.57, PG. 353 /
DRA1fN HY:
/ scwa. 1w_1~~
r~ J+rt l
, / 1036.56
- , " ; cor+TROL CORNER N 89'29 45 W 464.91' 599.97 ` 3-25-02 L7 L6 " "
N~~s3 GRID cooRDINATES: HEBRON GOAD N 891911 W N 89'1911 W steer xo. GOAD
•°;>.1 N= 340,449.15' ~ E~z,o3s,oe7se 60 PUBLIC R/W) 1 R /W)
AMS McAD
I
1

i
CB-55 ~ \ ~ CB-59 - U~ GRADING LEGEND
r~ JB-45
V \ ~ 1 ` ~ 2-42' RCP CULVERT ~ \ d RIM=285.20
` + I ~ I 57 LF 0 tAOX \ \ n 5y 0 0 INV. IN=279.26 FLARED END SECTION STORM DRAINAGE 2 A
INV. IN=280.67 ~ ~ ~5. ' ` ~ {BURIED) ~ ~ ~ SWANN'S 3 iNV. OUT=279.16 ~ \ S70RM SERVCE LINE _ swaNN s Mlu RrvE ~ 0 ~
MV. OUT=260.10 {BURIED) x ~ i ° \ HEADW ~ O O 21 Lx 31'Wx 22 D ~ { ALL SEE SHT D-3) N \1 HOPPERS ~ CATCH BASIN ~ ~ ' ROOF DRAIN, 8" ADS U
\ CLASS 6 RIPRAP I _ ~ 1,~ ci/ r STA:10+01 \1 HOPPERS DRNE fE$-45 ~ DROP INLET -~-RD-RD- NON-PERFORATED TUBING OR •
y ~ / INV. IN=279.00 EOUAL 1.Ox MIN. SLOPE 3' MIN. ~ Oz ~ / INV. OUT=279. ~ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN . n' O
\ - PUBLIC STO - ~ ~ ` \ V WIDTH / DRAINAGE EASEM ~ ~ STA; ~ 00 TRAFFl AR O O CB-58 ~ EAS ~
J ~ \ PU 5TORM \ DRAINAGE EMENT ~ ~ ` `3 • STORM SERVICE ROOF-DRAIN _ ~ Z ~
\ ~ X11 ~ ~ \ CB-57 -TP-TP-TP TREE PROTECTION ~J „ a "O F~ per. T/~=306.27 O STORM MANHOLE ~ LIMITS OF DISTURBANCE ~ a ~
LIN SHT 2 OF 2 to' NO BUILD ZONE - r FOR STREAM BUFFER o' INV. OUT=300.20 ~ pd, ~
~ (1'~ ) WOODED AREA ~ a ~ DRAINAGE FLOW ARROW O .r
R . `1 _ a Lei ~ ~ st / /r.~ V 250 W ~ N • 10 ? yr~ (~-56 10' CONTOUR ~ Z ~
2 'YVx 22b I I ~ ~ ~ / ~ ! ' r/ ~ ~ ¢ _ $ ry ~ . ~ ~ 3 l s0 RIPRAP _ ~ ~ \ TIE TD EXIST. . ~ LINE BREAK SYMBOL ~3 4l T C=306.7 252 z z SD / 2 2 CONTOUR ~ ~ O
I ~ ~ ~ ` P ENi _ -'r\ •r~ - 250 w ~ ~0 0 INV. IN-299.SO •50 TOP & BOTTOM CURB ELEVAliONS EXISI1NG 10' CONTOUR W 0+ 0 O
_ 18" PU f ~ ~ \ ~ STA:1 +85.00 r p ~ . ELEV 307.35 C B - INV. OUT=299.0. 250.OD 252 x o ~ E CB-~ EXISTING 2' CONTOUR rn f
~ STORM DRAT / t18 ~ C . 4 9 .69 / ~ 1TM=223.00-TOP OF WALL ELEVATION _ - - - _ E-4 ~ R: x x r+ Wa 13.00-BOTTOM OF WALL ELEVA710N EASEMENT LINE W U O ~
1 - ~ - S0' STREAM ~ "45 s' \ ` j r 131 (NOTE: BOTTOM OF WALL IS GROUND z ~ W
- f-- 1 \ \ \ BUFFER {IYP) ~ , ; ~ ` MEASURED FROM .r .Os ELEVATION NOT WALL FWNDATION HANDICAP AREA th ~ ~ ::::.::.::..:~:5~,;;:;;;: (2~ MAX SLOPE) z W O 0~
4 - ~ a`lOP OF BANK ~ 5 _ ' 9p _ ~ ` r + 250.60 SPOT ELEVAl10N W G: Q,
i NOTES:
j~ ~ 1 ~ ~ ~ ; i is 1. NG ARY IN 5, ,,,<<<uu~u~~~~~I,'
is. ~ 1 1 9 I zgti -v ' ; ~ V ~ STA: 10+ , ~I, ~ ' ~ ~ r T C 3 .54 CONSTRUCTED TO STANDARD NCDOT 840.01 CATCH BASIN IN PHASE 6 CONSTRUCTION. CAR
/ n i \ ~ 0 -1;OOX ~ 4 CP 1 © / \ \ ; 4~~ ~Ip':'~' 2 ALL PROPOSED STORM, SEWED, AND WATER CONNECTIONS TO EXISTING SIRUCNRES . ~j, ;9 ;
s.6sx ~ - - \ ENLARGEMENT - I I ~ ~ r ~ 1' _ - SCALE. 20' CEMENT SHALL BE FlEID VFRIFlED BY CONTRACTOR PRIOR To CONSTRUCTION. ANY iQ~ _ • SEAL I ~ 20• DISCREPANdES SHALL BE REPORTED TO OWNER'S REPRESaITIVE AND ENGMEER
~r \ ~ - IMMEDIATELY. 27049 i
- ~ ~ ` 5TORM JUNCTION BOXES JB-45 AND ~-46 SHALL BE JUNCTION BOX WITH \ ~r - I N~•
I - ~ ' r \ INTERNAL WEIR TYPE. JUNCTION BOXES JB-48 AND JB 49 SHALL BE STANDARD • IYPESEE OETAII ON S10RM DETAIL SHEET; D-3. 'h~~k$ M
t2 - I ? \ , r \ '~~~~enu~~P
116 \ \ \ t Q r \ 4. MINN~IUM FlNISHED BOOR ELEVATION FOR L0T5 SHALL NOT BE LOWER THAN \ EIEVATKXr? 286.00'. ADDITIONALLY, LOWEST ADJACENT GRADE TO ANY CRAWL
_ I / / fly / r B8'L•x'~~ P,~n. Io _ ~ . . i - - \ FOUNDATION SHALL BE 286.00'.
IEVEC . ; - ~ 4 m I vb ~ r ~ SPREADER',,. \ / \
r; r - I V71R WI r 114 \ r ~ I \ ~ \ / \ 1
j I j r ~-rlm EG' \ r 1.., 1 D EMENT t 113 r r \ r \
,pN ~ \ \ e r \ \ ~ ~ \
1 I ~ r ~ r r 11 ~ \ ~ ~ ~ \
r 7~ QtAtIC"~ \ .1 ~ - ~ ~ ~ 111 r r r Q ,?~j \ ~ ~ \ ~
~ ~ 2 + 7.1 ~ 9+00 r T \ ~ ~ \
I - - - - ~ \ r 4 r 1®. _ - ----1 `I'mo-` ~ r ~ rL ' ~ ~ \ ~ L
- ~ 1 d _ ~ r 1-- r - ~ ~ o
~ z~ ~ r a tog 1 + +0 .,,f r r \
1o r ~ \ w
P~ a. \ x
.I I r ~ \ r ~
rx a _ ~I~t 10 ~
. - _ ~ D r - - Li I rn J 25+`GQ~ PAD a• ~ ~ \ W soa5o ` ~ U
- ~IRi - 124 r \ \ Q'+ p vAD Orr r I CB- ` \ r r r ~ ~ ~ r PAD E]r / ~~jj ~
W a ~aeo 12 r - ~ x.306= F~ ^ O
I ~ as O I V WIDTH i r ` w ?4+ . ~ PU STORM \ r OO ~'-1 W m ~4~ . I P OO ~ r ~ 10 ~ ~ ~ ~
- 1 DRAINAG I r ~.so \ 14 r t ' t ~ ~ J 1 du+AL ~
. r MD tar r e z d Zxz
.5_ 1~ r I \ r - ~ O'"'~~ ' ~ z O
r ~ D;
/ ~ I ! Joi130 129 ~ 05~ ~ O ~ o I ~ Peo a• r 0p i r ~ ~ ~ a U
I s r ~ ~ A 6 r 30L.90 r ~ ~ x ~ x
I ~ T I N ~ C
; B R1P I 2-24 RCP CULVERT \ r \ vb a• I 6 LF 0 3.21X ~ \ \ ~oe.oo ~ ~ ~ ~ ~ ~ ~ Q eM
Y. M=288.20 r ~ A
v. ouT=2e4.4o (BURIED - ' ~ > ~ ~ I ( WALLS SEE SHT 0-3 ~ - ~ r r ~h Y ~ e \ a
~ ~ ! 131 ry ~ ~ ~ \ ~
_ J. - ~ ! ~ r / N ~ \ O PAD E1r ~ \ `
\ \ r ~ - vAR WIDTH J ~ I ~ t ° rr; USE 30110 A ~ ~ \ e 10 \
- B ~ VARVIBLE WIDTH PUBLK; RM o ; ~ \ PUBLIC STORM f vARM~E , © \
DRAINAGE EAS ENT ~ ~ ~ 30 0 1 l ~ ~ / DRAINAGE ~ o ' ~ ~ ~ \ ~ \ ~o ~ 25 \
o^ oga I ~ ~ . EASEMEM „ 4 - N VAR WIDTH ~ \ \ \ \ r~ / ~ RCP - , ~ ~ ~ \ . ; ~ ~
01.60X ~ x ~ / r ~V ~ o ~ i \ , N
~fISIING ~ `
~ ~ ~ DRNE VARIABLE 16 . ~ ~ ~ 101 \ ~ ~ s ~ 1 O
o,a,° X50 STREAM UEf~t (TYP) T PUBLIC \vAD ttr r DRA~A(;E :t~ ~ a>4 ~
TOP OF`9ANIQ ~ ~ ~ o o~0 33 LF OF \ - OR • OR S~T A PAD Etr 6 ~ t0 3t~
~ ;t. o°eaa 15' RCP ~ oa~,° i I I 28 292 ~ ~ \ r { 41.5Z7q ~_f _a°apa ~ \ ` \ 6d
Lo°o ® 1 o°o°o ro- ~
. ' 100 oa EXIST. RCA. ~-?11 ~ \ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ \
~ aaa°° . I do CB-2B BE THE ~ \ _ ~sas . I CI1Y DF TYPES ~ - / ~ \ \ i~ \ I / 100 \ O
° ° \ ` ' STD. CA \ o i \ ~ AD Elr \
PLAN PJlbF1tE C 22 ~ I a~;° ! FOR EflkS. / ~ ~ ~ \ \ i ~ \ ;aaae i i I ~ ~ \ ~ \ ~ 13 x \ PAD Elr 1. '9 W
r, j nan°a I / \ ~I ~ ~1 / ~ i 310.60 1 / ~ Z
a ~ - - - - - 10' NO ZONE \ ~ \ ~ ~ / N w
I • S°~°.; F BUFFER o; sane (TYPICAL !
fit- ~a~ Y ' I 7 / / ~ z
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a \ D°6° ` ~ ~ 1 - / 1 - \ ?dI 97 ' ~
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° ~ \ ® 325.00
~ ` • ~ ~ _ TRH02010-G1-PH6 ~
m I ~ ~ N - ~ ~ m I \ ~ ` ~ ~ Drstcx~ MSA/DDT ( ~ I -
ii _ 1 \ - g ~ / I $ mtArrr sr: . GEG/DDT
( m / , I 1 ~ ~ ' • , l ~ \ , SCA18: 1 =40
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L inch = 40 fk ~'®SiDq~y1~ 1Ty
II(UAT nn~lnun rrnm nlnin.nnn nnn n..w,nn.n.rnmrnwt McADAMS RB"^'M'I
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SPECIAL CONDPrIONS FOR SITE PLAN APPROVAL
PDR SPECIAL CONDITIONS: '
1.) DPoVTIMAYS MUST BE 20' N LENGTH AS MEASURED FROM THE RIf~iT-OF-WAY LINE
2) FlNAL PLAT AND DEED DETACATNG RIGHT-OF-WAY TO BE RECORDED PRIOR TO ISSUANd: OF BUIU>rIG PERMT.
• 3.) AT 1HE 11ME OF THE FNAL PLAT, DOCUMENTATION WLL BE FRONDED SHOWNC THAT PROPER IEGAI PRONSIONS (INCLUDNG ATTORNEY'S CERTIFICATE) HAVE ~l MADE FOR THE FSTABISSHI~NT OF A rrr
HOMEONNER'S AS50dATKTN DECLARATION OF COVENANTS AND RESiRIC110N FOR THE COMMON AREAS FOR PERPETUAL OMNERSHIP AND MAINTENANCE OF COMYONIY OWNED ANO IYFROVEIIENTS AND LANDS ~
4.) SUBMIT 3 SE15 OF CONSTRUCTION DRAYANGS TO ENCBIEEE6NG FDR RENEW PRIOR TO APPLYING FOR A BULDING PERMIT. _ '
5.) A LEFT-TURN LANE ON HEBRON ROAD AT SIZE WAJ. BE CONSTRUCTED PRIOR TO 11f ISSUANCE OF ANY CERTIFlCAlES OF OCWPANCY. rr r ~
•
B.) RIGHT--OF-WAY DEDICATION FOR HEBRON ROAD SHALL OCCUR PRIOR Td 1HE ISSUANCE OF ANY BUILDNG PERMR. A COPY OF THE RECORDED PLAT SHALL 8E SUTTMITTm PATH 1HE iIRST BUILDNiG PERMIT AF~PUCAnaH.
7.) 1HE DEVELOPER IS RESPONS{BLE FOR FABRICATION AND INSTALLATION OF ALL REQUIRED SGNS AND PAVEMENT MARKINGS 1WiHN THE PUBLIC RKiTT-OF-WAY. THE DEVELOPER SHALL SUBMIT A 51CN61G AND
MARKINGS PLAN TO 7HE iRANSPORTAliON dNSION AT CONSTRUCTION PLAN STAGE FOR RENEW AND APPROVAL ALL SIGNS AND PAVEMENT YARIONCS SHOWN ON THE CCWSTRUCIION DRAWINGS MUST BE IN PLACE PRIOR TD ISSUMNE OF ANY CFRIW1CAlE OF OCCUPANCY. _ _
• i . '
8.) BY REFERENCING ROADWAY giPROV01EN1S ON 1HE PLAN, 1HE APPLICANT AGREES TO CONSTRUCT SAID IAPROVT]IENTS PPoOR TO 15SUANd: OF d7tTIFlCAIE OF OCCUPANCY IN A MANNER THAT WILL ALLOW iF1E11 • TO FUNCTION AS NOTED ON 1HE PLAN AND N ACCORDANCE YWiH NCDOT AND d1Y aF DURHAM STANDARDS AND POLICES. iHIS NiCLUDES (WHETS APPROPRIATE) BUT NOT UWTED lik ADEQUATE iRAN51110N TAPERS, ~ ,
AUONMENT OF LANES 1HR000H INIFRSECTWNS, RS50dAlID SIGNAL MODIFICATIONS, PAVEIIEFIT MARKMIGS, ASSOdATED SIGNAGI; CURB AND CUTTER, OOOROINAl1ON WRH OTHER PROPOSED ROADWAY IMPROVEMENTS AND BKE LANES 1HE APPLICANT ALSO ACCEPTS THE FlNANCIAL AESPONSIBUTY FOR THE AOQlAS1110N OF ANY ADdilONA1 PoGH7-Of-WAY NECESSARY TO ACCOMMODATE THESE MPRWDAt]i1S AND ANY REQUIRED - •
S10EWALK CONSTRUCTION. ENGNEETtNG DETAILS REGARDING ALL ROADWAY IMPROVEMEFIIS MiLL DE ADDRESSED AT THE COHS11iUC110N PLAN STALE • 7
9.) ALL SIGHT DISTANCE 7PoANGlES SHALL MAINTAIN A CLEAR LINE aF SIGHT BETNEEN A HEIGHT OF 7 OFF THE GROUND AND A HEIGHT OF 6' OFF THE GROUND. •
10.) A COPY OF 1HE RECORDED PLAT FOR 1HE DEDICATED OPEN SPACE MUST BE PRESENTED PRIOR TD ISSUANCE OF BUILDING PERMIT. - • ~ ~ i
11.) ALL SIGNS AND PAVEMENT MARKNCS SHOWN ON 111E CONSTRUC110N DRAWINGS MUST BE N PLACE PPoOR TO THE ISSUANCE OF ANY CERTIFCATE OF OCCUPANCY. •
GENERAL SPECIAL CONDITIONS: • f '
1.) FOR SITES CONTAWING F15)QDPLAN: ALL DEVELOPMiDIT WITHN THE F1.OODWAY AND FLOODWAY FRINGE, NCLUDING FlU, NEW CONSTRUCTION, SUBSTANTIAL IMPROVEMENTS, MANUFACNRED HOUSING, STORAGE OF a
MATERIALS AND STORAGE OF TOIOC OR FiAYMAB.E SUBSTANCES,, IS PRCFA&iED IXCEPT AS PROVIDED BY APPLICABLE FLOOD HAZARD REGULATIONS • '
F>.oooTxAAN ELEVA110N(sk 282, 280. 276
FLOODF'LAN ZONE: A AND AE FEMA MAP NUMBER: 37063000596, 3708300087E
FEMA MAP DATE: FEBRUARY 2, 1998
THE FLOOD PLAIN LNE AND ElEVAlIONS SHOWN ON THE 511E PLAN IS A PROPOSED FLOOD PLAN LINE AS SilBMllTm N A LOIAR (LETTiR OF MAP RL~ASJON) FOR ENO RIVER TPoBUTARY /I. THIS PACKAGE HAS BEDI APPROVED BY THE CITY Of OUT}IAM AND SUBL9TIED TO FEMA FOR APPROVAL iHERffORE ANY LOTS ADJACENT TO THE FLOOD PLAIN SHALL NOl BE BUILT lPOI UN1L 1FE PROPOSm f1000 PLAIN LM+I: K APPROVED.
ONLY THE STREET AND LOTS THAT ARE LOCAlEO FAST OF THE STREET SHAH EE BUILT UNTIL THE PROPOSED FLOOD PLAN LINE IS APPROVED
2) STREAM BUFFERS: 50 FOOT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF S111EAY, MEASURED F1K>11 TOP CF BANK. NO CLEARING OR GELDING O1ME]i 1NAN SELECTIVE 1NIOMlG AND ORDNARY WYNTENANCE OF
T505RNG VEGETATION PERMITTED.
3.} BUILDINGS AND O1FER FEATURES THAT REQUIRE GRADING AND CONSTRUCTION SHALL BE SET BACK AT LEAST 10' FROM THE EDGE OF THE BUFFER. 8'
4.) qTY WATER EASEMENT: CENIERLNE Of 20 F00T WiOE CITY OF DURHAM WATER EASOIENT. SU&ECT TO TERMS STALED IN THE DECLARATION N REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES. FEl, EMBMUOAENT$ 1REES OR OBSTRUCTIONS PERllllm W11FR1 1HE EASEMENT EXCEPT ACCORDIIG TD iF10SE TERMS
Q pPp
5.) dTY: CEFIIERINE OF 30 FOOT WIDE CITY OF OURFIAY SANITARY SEVER EASEMENT. SU&ECT lb TEAMS STATED IN THE DECLARATION N REAL ESTATE BOOK 1510, PAGE 968. NO STRUCTURES, F1ll, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED WIiFiN THE EASEMOIT IXCFPT ACCORDING TO 1HOSE TERMS. 1N~~~ R
8.) dTY STORM DRAINAGE EASEMENTS CENIFRLNE OF 10 FOOT HiDE PUBLIC STORY WATER DRANACE EASEMENT, OMNERSHIP OF, AND RESPONSIBILITY FOR IMPROVEMENT AND MANTENANCE OF STORM WATER FAgUTES yNE Ry~R
N 1HIS EASEMENT REMAWS WtiFl 1NE 6RANIDR.IF iliE PROPERTY IS WI1HN OR BECOMES A PART Of 1HE d1Y, TIE EASEMENT AND ACCESS PON1S TO THE EASEMENT ARE SUTT~ECT lO THE TERMS AND RES116CRON5 STATED IN 1HE 'RENSED DECLARATION OF AIGH1'S AFO PRIVlEGES OF 1HE CITY OF DURHAM N STORY WATER MANACf]IENT FAgLITY EASEMQITS' RECORDED IN REAL ESTATE BOOK 2298, PAGE 206, WHICH DOCUMENT IS I i ~ ~ / ~ -Q~5
NCORF'ORATEO HEREIN. THIS EASEMENT AND RENSED DECLARATION DO NOT CREATE THE g3UGA110N TO PROVIDE PUBLIC MANTENANCE. NO BUIDINGS, STRUCTURES, FlU.S, EMBANKMENTS OR OB51RUC1KNS F'ERMIITTID ~ENk.~'n;?r~;
Mi1HN THE EASEMENT IXCEPT ACCORDING 1D THOSE TERMS. ~~a~ns, , CR7d4VA?~~k gRq,?k~„ o
7.) STREET EASEMENT NOTE: 50 FOOT WEE dTY aF OI1RHAl1 PUBLIC STREET EASEMENT, SUB,ECT TO THE TERMS STATED IN THE DECLIRATKXI N REAL ESTATE BOOK 2350, PAGE 938. NO STRUCTURES, FlLL.S, _ EYBANIQIENTS OR OBSIRUC110NS PERMITTED WAl}IN THE EASEMENT EXCEPT ACCORDNC TO THOSE 1ERMS a
• B. ROOT ZONE PROlEC110N AREA: E ALS ONE FOOT OF RADIUS FOR OF X- ~ W EVERY INCH OF gAlE1ER EXISTING 1REE5, qt 9 FOOT RADIUS WHICHEVER IS GREATER. NO DISTURBANCE AU.ONED 1WTHN THIS AREA. 0
W J
9.) LANDS,:APE RE-INSPECTION FEE: EAdI LANDSCAPING COMPUANdE INSPECTION AFTER THE INRIAL NSPECTNX4 WALL INCUR A ;}100 RE-INSPECTION PTE. PAYMENT MUST BE RECEIVED 8Y THE DURHAM CITY COUNTY PLANNING DEPARTMENT PPoOR TO AE-NSPECTION. Q H
10.) TOWNHOYE DEVELOPMENTS MAT !E DESIGNED AND CONSTRUCTED WTH PARKING AREAS ON BO1H SIDES Of THE TRAVEL LANES 1HIS CONFlGIIILiTION IS NOT TO BE CONSIDEFED A STREET. IF iNIS DP110N IS USED, Vl p
THE TRAVEL. AND PARIONG AREAS SHALL BE NOTED AS 'PRIVATE ACCESS AND COMMON AREAS', AS SUCH, 1HE DEVELOPER SHALL ACKNOWLfD(E AND MAKE PROSPECTIVE BUYERS AWARE 1HAT lIESE AREAS MILL NOT 0 M Z FEUpA ST. pQ ` ~ A YELANIS ~
BE ASSK~IED A 51REET NAME, NOR WLL THEY EVER BE EUGELE FOR MAN11]IAHCE BY THE qTY OF DURHAM. THE DEVELOPER WLL ENSURE THAT ALL OF THE ACCISS AND 0O116tON AREA ~ PROPERLY IS DESCPoBm IN 1HE COVENANT'S AND iHAT 1HE NONE OWNERS ASSOdA110N IS RESPONSBLE FOR 1HE YNNTENANCE OF THIS AREA. THE FOLLOWNC NOTE SHALL BE ADDID 1D ALL SITE PLANS MID PLAT X 0
AS50CUTED MITH 1WE DEVELOPMENT: ~iTE DRIVING AND PARKING AREAS SHOWN ON THS DRAWING NOTED A5 'PPoVATE ACC£S5 AND COMMON AREAS' DO NOT MEET dTY OF DURHAM STREET STANDARDS 1HE FEATURES YATHIN THIS AREA AREA PRIVATE AND HILL NEVER 8E ELIGIBLE FOR PUBLIC MAINTENANCE'. _ - ~ t 0 ~ ANC T ~ A < AY DRI O
it.) AU. UTIUiIES SHALL BE NSTAlI.ED UNDERGROUND. O ~ N y SiiCE ST. Y . ' Q
_ _ a ~ ~ O
12.} TOWNNWSE PATIOS CANNOT BEN 1HE 1RMrS111ONAL USE AREA. _ w i HEBRON RD. ,
1J.) Al.L SI2t~ YATETtfAL'S, SLOPES, LOCA710NS, EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTUJTIES (WATERLINES, SANITARY SEVER ONES, AND STORM DRAINAGE CONVEYANCE SYSTEMS) SHALL BE RENEWED AND BE ~ SUB,ECT lO APPROVAL BY THE CITY OF DURHAM ENONEETtfNG dNS10N AT CONSTRUCTION DRAWING SUBMITTAL b
h SATE ~v0
14.) TTfE DESIGNING ENGNEFR (A NCPE) WILL SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS (PLAN E PROFlLE IF REQUIRED) TO q1Y ENGINEt]11NG FOR REViEYI AND APPROVAL BffORE STARING CONSTRUCTION ALLOW A ' ( r MINIMUI/ OF 2 WEDS RENEW TIME). NOTE: Tlf APFR'OVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL y0 F~
15.) WATER ANO SEVER PERIIIS ARE REWIffD FOR 11iS PRD,ECT. ~~0 0~~ ~ ti ~pP
18.) A CgAPIETED STORMWAII]T FAdU1Y MAINTENANCE AND Of'ERA110NAL PERMIT AOREDAENT WI1H APPROPRIATE FEES, CALCULATIONS AND DETAILS MUST BE SUBMITTED AT TIME Of CONSTRUCTION PLAN RENEW. RD. o ~,~,1~
PLANS WLL NOT BE RENEWED WITH WT 1HESE ITEMS. CONTACT STORM WRIER SERVICES 0580-4328 FOR NFORMADON. D ~,P z c
17.) PAYMENT-IN-UEU OF OPEN SPACE Wil BE REQURED FOR 78 LOTS m
1&) SMOOTH CONffLOWERS ARE LOCATED N 1HE Po6'FIT-OF-WAY ON THE SOU1H SIDE OF NEBRON ROAD AND ARE ON TFff FIDERAL ENDANGERED SPECIES UST. ROADWAY IMPROVDEHiS WfLL BE CONSTRUCTED TO r D Z
ANT71D MPACT lO 1HE5E PLANTS. m
C-1 ; r PRIOR TO FINAL PLAT APPROVAL• ~ ~ C(~N~ITIONS
i.) ON PfE11MINARY PUTS: dTY GREi?IWAY (EASEMENT/FEE SiMF'LE 1111,E} TD BE DEINCATI~ TO THE d1Y OF DURHAM AT 11iE TIME OF FlNAL PLAT APPROVAL
~ C-2 SPl'E PLAN 2) FOR PROJECTS WI1H CREENI~AY5: ON FlNAL PU15: GREi]iWAY EASEMENT DEDiCAIID TO THE qTY OF DURHAM ACCORDNG TO 1FE TERMS STATED IN REAL ESTATE BOOK 1503, PAGES 898-899. NO BUILDN(T OR p W. CARVER 5~'
Q LAND dSTLWtBANCE IXCEPT AOCORDING TO THOSE iERMS; PUBLIC ACCESS GRANTED. OR DEEDED TO 1HE d1Y OF DIIIf1AM IN FEE SNIPES FOR dTY GREENWAY. C-3 GRADING ANL~ EROSION CO1~R L I O c PRIOR TO ISSUANCE OF GRADING PERMIT: L ~'1 A ~1~R~L PAN A ~ M
~ 1.) FOR 511ES CONTNNINC WEILAFDS STALE AND FEDERAL PERMIT AUTHORIZADON MAY BE REQUIRED F11011 THE DEHNR AND 1HE U.S CORPS OF ENGINEERS PPoOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ~/-4 GRADING AND EROSION C 11T1'~ L I
0 O of AC11NT1ES IN OR NEAR A LIKE, SiREAU,"dtEEK, 1REUTARY OR ANY UNNAMED BODY OF WRiER AND ITS ADJACL?lT Mt:'TLWDS. ~1~tY~l~ n~n ~ ~ U Q Z Z
o c-5 ovERALL PLAN N 2) PROTECTION OF EXISTNG VEGETATION: AT 1HE START OF GRADNC NVOLViNG 1HE LOWEPoNC OF E)OSiING GRADE AROUND A TREE OR SIRPPNG OF 1OPShc, A CLEAN, SHARP, VERTICAL WT SHALL BE MADE AT THE
~ EDGf OF THE TREE SAN: AREA AT 1HE SAME TIME AS OTHER ER0510N OONIROL MEASURES ARE INSTALLED. THE 1TIEE F'ROTECTKN FENCING SHALL fE INSTALLID ON 1HE SIDE OF THE CUi FARTHEST AWAY FROM 1HE cc *T _ N 1REE TRUNK AND SHALL REMAN IN F'IAd: UNlil ALL CON51RUC110N IN THE NCNTTY Of THE 1REES LS COMF'IEIE. NO STORAGE OF MIATEPoALS, FlLL, OR EWIPIENT AND NO 1RESPASSNG SHALL BE ALLONED IMTHN THE C`V PLAl~ ~ PRO/: HOPPERS DICE ; DBE STA. 10~001'~RU STA~ 19 ~ ,
BOUNDARY OF THE PROTECTED AREA. 3 8~
PLAN ~C PROF'~,.~: CALVAIER 3. 7REE PROTECTION FENCNG MUST BE IN NLACE PROR TO ANY DEMOLITION d ANCE 1 AN A ~/O~A+ ~ ) , LAFD STURB OR SSU CE OF GRADING PERMIT. ER ~(~URT STA. 1 - 1 S"T 0~0 U A~ 11+7~.tJ~
PRIOR TO APPROVAL OF CONSTRUCTION PLANS: C-7 ~ PR V ~ ~0' ~v~.~~rs~ ~ k~il~ 144 A, 9.~3 U STA. ~
U 1.) FCR SITES REWIRED TD HAVE AN ENGINEERED STORM WATER CONTROL DEVICE: CONS1RUCilON PLANS WILL NOT BE APPROVED PRIOR TO REdDNNG AN EXECUTED STORMWATER FACILITY OPERAIKN ANO ~ MAINTENANCE PETiM1T A6RE~IENT, PAYMENT OF THE S11X61WATER FACIUTf PEIiMgT FEE (=2.000 PER ENGNEERED 5TORM WATER CONTROL), AND PERPETUAL SURETY FOR THE CONTINUED OPERA110N AND MAINTENANCE OF ~
- _ PLAN & PROLE: C0ZART STR~Efi ; N THE FACILITY (SURETY' BASED ON FlNAL DESIGN OF F'OWD/DENCE~ CONTACT 1HE STORM WRIER SERVCES dNS10N OF THE F'UBUC WORKS DEPARTMENT. _ TR~ET ;STA. TGJ STA. 32'0
= C-9 PLAN & PROF: SSW T 'p 2) FOR PRQECTS 1HAT HAVE WAIER/SEWER EXTENSIONS: A. ALL CONSTRUCTION SHALL COFFORM 1D UIEST q1Y OF DURHAM STANDARDS B. STATE WRIER AND OR ~~~.\l~ W 1~1~W1J ,ROT a / SEVER PERMITS ARE REWIRED. THE dTY OF ~IIL RQ~4D STA. 14 TI~U STA.18~~b.7~
~ DURHAM ENGINEERING DEPARTMENT SHALL RENEW AND APPROVE 1HE CONSTRUCTION ORAWNCS PRIOR TO SUBMITIINC TWEM TO 1HE STAGE FOR APPROVAL _
c-lo PLAN ~ PROF~IE: DAB E S L AY STA ~ PRIOR ONSTRUCTION OF IMPROVEMENTS: _ SAY STA. 14 TtU STA. 14~7~, 7~4 .
1.) THE LOCATION OF THE SIDEWALKS SHOWN ON 1F9S PLAN IS SCNEYATIC. A dTY OF DURHAM AND/OR NCOOT ENdtOACHMENT PERMIT IS REWIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTANINC THE REWIRED PLAN ~ PROFII~: . n11?1 I' - T _ ~~16~/ W7r i:7' O PERMITS, PLEASE CONTACT 1HE d1Y OF DURHAM ENGNEERING CONSiTtUC110N NSPEC110N OFFlCE AT '560-4328 FOR A PRE CONSTRUCTION CONFERENCE AND FIELD N9T PRIOR TO ANY WTORI( ON 1FE PROPOSED n ,~R OUT~'`A~ A ~ ~ E
m SIDEWALK. C-11 SIGNAGE At~~ . P °9 • ~f;
E G LAI~1 A 7.) dTY OF WRHAY DRIVEWAY PERMR IS REQUIRED PRIOR 1D ANY DRIVEWAY CONSTRUCTION. SUBMIT PLANS fOR DRIVEWAY PERMIT APPROVAL TO qTY ENGII]:RING DEVELOPMENT RENEW. AFTER OBTA]NING 1HE F'ERWT, - 3 i'
N PLEASE CAL. dTY CONSTRUCTION NSPECIDR PRKXt lO START OF CONSTRUCRON AT'S60-4326. D-1 I~L' lAL1J17 `1Z I , ~ ~"+l~ry~ q~ OS 0 CO1~tOL N
a 3.) NCOOT OPoVEWAY PERMIT REQUIRED PPoOR TD CONSTRUCRON. CONTACT NCaOT AT 580-8854. ~n ~v . D 2 DET - m ~3a4i~AJ 'k CITY OF DURHAM PUBLIC 1TOI~5 DEP ' NT ~ ????~~i?u?rr
a PRIOR TO ISSUANCE OF BUILDING PERMIT; APPROVBD ~ r4
1.T FlNAL PUT AND DEED DEDICATING IGHT ov WAY To 1ME REmRnEO oalaa to ruF icaI1NCF ~ Iannur. acvurc n.~ flTi`TAiT C f.~'r'Y'1~11>X T1~?nT1~Tas~r.~~i`1
_ _ w v arararaaa~M? ~1~ i1L1i1~7`WL-"~ IN
> 2) A SECOND POINT OF ACCESS SHALL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 91ST BUILDING PERMIT OR PRIOR TO THE 61ST BUILDING PERMIT IF THE FIRST POINT OF ACCESS IS AN UNDIVIDED ENTRANCE y D-4 DETAILS PRINT DATE ENGINEERING: DATE ~ ~0,;•'.ESS/~•,~'. ENGINEERS P . ~ LANNE ~ . S SURVEYORS
PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY OR ZONING COMPLIANCE PETMIT: m 1,) CREFNWAY PUT TO BE RECORDED PRIOR TO THE ISSUANCE Of CERTIFICATE OF OCCUPANCY. STORM WATER DATE SEAL NOV 2 2 200
D-15 DETAM?S (WATEM, Nov 0 TRANSPORTATION Z8116 DATE RESEARCH TRIANGLE PARK,
0 2) ALL LANDSCAPING MUST BE IN PUCE PRIOR TO REQUEST FOR A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE The John R. The John R. McAdams Co., Inc. DATE N~E•.
4 x cc P S 0 14005 P 27709-4005
DATE ~'~rprnn+~~~
[phone] ! o
N CASE NUMBER-It D,0-2--3'%J% 12-300 _w _ FINAL DRAWING - RELEASED FOR CONSTRUCTION
0 4
X

GRADING LEGEND
FLOOD PLAIN NOTE:
EROSION CONS FLOOD PLAIN LINE SHOWN IS PER FEMA CASE NUMBER ~N CONTROL LEGEND FLARED END SECTION STORM DRAINAGE
0304-229P FOR THE LOMR FOR ENO RIVER TRIBUTARY ~1 ,II I~~ - - • • - - STORM SERVICE LINE '~I~ SILT FENCE OUTLET -SF -SF -SF - SILT FENCE ¦r¦ CATCH 6ASIN
SEE GENERAL SPECIAL CONDITI ~~~I) ( ONS #t ON THE COVER SHEET). , -1P - TP - TP - h"rl
TREE PROTECTION /SILT FENCE -RD-RD-RD- ROOF DRAIN, 8' ADS DROP INLET
INLET PROTECTION LD ~ LIMITS OF DISTURBANCE
i ¦ T S ORM SERVICE INLET WOODED AREA TRAFFIC kREAS r l
CITY OF DURHA6I PUBLIC RORKS DEPARTMENT V ~ ~ FILTER BERM DIVERSION DITCH ' STORM SERVICE ROOF-DRAIN ~ GY O
APPROVBD TREE PROTECTION O O
0 0 ~ ~ U eN
ENGINEERING: DATE CHECK DAM o o ° o STORM MANHOLE -n' - TREE PROTECTION w z I o ~ 7 ~ 0 0 ~
STORY 1fATER DATE ° ° CONSTRUC110N LD LD LIMITS OF DISTURBANCE O ° ° ° DRAINAGE FLOW ARROW ~
TRANSPORTATION DATE 0 o ENTRANCE ~ e, u o WOODED AREA \ ~ ° ° ° ° a
SEDIMENT BASIN ti LINE BREAK SYMBOL ~ P', Q,' 250 10' CONTOUR '~j W ~
DATE z ~
DATE 250.50 252 TOP & TT 2' NT Z 250.00 BO OM CURB ELEVATIONS CO OUR Z ~ O
-------250------- ~ ~ ~ o O EXISTING 10 CONTOUR
TW=223.00 -TOP OF WALL ELEVATION 252 a H ~ ~ _ - - - EXISTING 2' CONTOUR © \
BW-213.00 -BOTTOM OF WALL ELEVATION U~ I (NOTE: BOTTOM OF WALL IS GROUND - - - - - a x "i
EASEMENT LINE (yT U >C cp ELEVATION NOT WALL FOUNDATION) w a O ~
TOTAL Pl _ z d ~ OTAL PERMITTED DISTU D AREA - .01 ACRES ~ w
1 +0.00 SPOT ELEVATION HANDICAP AREA ~ O ~ 2% MAX. SLOPE Z W
ADDITION. ADDITIONAL DISTURBED AREA = 0.41 ACRES ( ) ~ ' w xa"
t t i ~ ~ 1!~ ' i ~ c,~+ r.._ ~ ~ GENERAL NOTES:
I / i~ \ ~ 4 ~ ~ \ \ 1. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL' (1-800-632-4949) AT LEAST 48 HOURS CA
A ~ \ R ~ ~ ~ ~ PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. • •
~ i ~ ~ ~ ~ ~ ~ CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR 0 ~ o~'~~ESS/ WN LOCATOR SERVICES ~ r ~ q ; ~ LT ti .
~ \ ~ ~ INDEPENDENT OF 'NORTH CAROLINA ONE CALL". : a~' q ; ' ~ ~ SEAL
i ~ 116 ~ 1 ~ - _ ~ .r~^~. ~ 2. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACT R ~ ~ ~ 0 SHALL SCHEDULE AND ATTEND A 28116
\ ~ ~ PRECONSTRUCTION CONFERENCE WITH THE DURHAM COUNTY SEDIMENTATION AND EROSION CONTROL
1 ,v. ~ ~ , i \ ' OFFICE 919 560-0735 AND A R PR ~ ~ °~N ~ \ ~ ~ A,,~ ! ~ ( ) E ESENTATIVE OF THE OWNER. .,~f; I N~•,. P
'9(,y P 0 3. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE ~,qN
~ ~ 1 ~ ~ ~ ' RESPONSIBILITY OF THE GENERAL CONTRACTOR. ~ ~ ~ ~
~ I J I ~ ~ ~ 1 ~ ~ ~ - , ~ , o., ~ ~ ~ J / ~ _ ~ % \ / ~ \ ! ` 4. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND ANO ABOVE GROUND ARE BASED
~ ~ ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
\ FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE I
- - ' 1~ ~ SE 6 ~ ~ i ~ - j ~ , ~ ~ REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. ~ '
1 ~ 1 r ,~,~.0 ~ ~ 5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FI \ ~ ELD VERIFIED BY THE CONTRACTOR t,~
~1 ~ ~ ~ PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR O
~ ! ~ I i I ~ ~ ~ \ ~ ~ TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA z
~ ~ II ~ ~ ~ ~ A ~ ~ COMPENSATION SHALL BE PAI T $ D 0 THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR ~ ~ GRADES SHOWN INCORRECTLY N T P
i ~ ~ <9xoo ~Q,J . j / i t_ ~ i i, ~ ~ ~ \ r ~ i 0 HESE LANS IF SUCH NOTIFICATION HAS ~ NOT BEEN GIVEN. < ~ ~
~ r ~ Y1 I ; ~D i
~ ~ r ~ C ~ I ' 1' ~ r ~ A ~ 12 ! ~ ~ 104 r
i ~ I ~ ~ ' ` 8 ~ _ J``, ~ 1 ~ 1 , ~ STORK DRAINAGE N z $ OTES. o ~
y / - - ~ 1 I ~ ~ i ~ i ~ ~ ~ \ f R ~ ~ 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE RCP . !/1 ~ ( ) a
5 ~ 2. ALL STORM DRAINAGE SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM REFERENCE GUIDE FOR w
~ / ~ ~ i \ ~ , ~ DEVELOPMENT.
I % / 4. _ti \
~ ~ 3. ALL CONCRETE SHALL MEET 3600 PSI COMPRESSIVE STRENGTH. ~
v a \ _ ~ ~ ~ ~ , ~ ~ ~ ~ 2 \ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. ~
i \ PAD=309. T ~ \ ~ • \ \ - ~c
I - ~ ~ ~ A ~ CFE- ~ i' 1 "IG ~ j Y ~ A \ \ ~ ~ FFE=332 ~ ~ ~ w Imo' S. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO ~ ~ \ a t SPECIFICATION M-19A FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED. Z, ~
x ~ \ v ~ a ° ~ ~ 1 ~ v ~
/ I ~ A ~ V ` B/C=~.9 ~ ~ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND ~
T \ ~ =31 .2 ' ~ ~ ~ ~ SMOOTHED TO ANA , h ~ CCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. v z
~ ~ 25 ~ ~ . FFE=313.0 ~ r ~ ~ B/C=310.1 ~ ~ Z x z ' 7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE ~ ~ C9 a
~ ~ ~ ~ ~ PAD=310.1 ~ ~ ~ ~ f ~ i ~ 3 0.0 . ~ ~ ~ ~ ` CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPA F ~ ~ ~ O - ~ ~ BLE 0 ~ a
~ r ~ = ~ ~ \ ~ ~ I ~ A / I t ~ BEING COMPACTED 6':' MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A ~ \ <
~ ~ lp ~ ~ I v B/C=3102 ; .<y ~ A ~ PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLIN ~ U G Q ~ ~
/ ~ I - -1 _ _ - - ~ \ \ \ ~ 1 8 PAD=313.1 ~i ~ I - ~ ~ GFE=313.0 + ~ 0 x ~ x ~o ~ ~ B. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES H k SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. • ~ ~
/ I , ' TC ~ ~ F'iE=313../ / x ' \ I ~3~ ' ~ % \ C-308.4 3128 \ x', O
I _ L - - - - ~ ~ P 30&4 - / 7 I , -308.3 ~ z ~ ` 9. BACKFILLING OF TRENCH HA • ~
~ ~ ~ ~ =309.1 ~ ~ ~ Q i 1 1 i ~ _y J ~ ES S LL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL 9 ` AROUND THE PIPE SHALL BE PLAC IN A i A 1 ~ ED L YERS NOT TO EXCEEL EIGHT (8) INCHES. EACH LAYER
~ ~ ~ C r 'f ~ A7 ~ B G309 / ~ t 1, i i ~ i ~ PAD~31 4 .~::i SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE ~
/ ~ GFE=312.3 ~ / ~ I .I 1 ~ 1 --f -1- - - ~ ~ 2 ~ / ~ 1 ~ ~ STANDARD PROCTOR TEST. THE TOP EIGHT (8)INCHES SHALL 8E COMPACTED TO 100 PERCENT W ~
~ ~ ~ ~ , ~ , - _ - ~ j f ,ti - 1--- 7- - - ~ ~ . 320 ~ ~ STANDARD PROCTOR. Z _ - ~
1 O 0 UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UN ' ~ I BACKFILLED TRENCHES AFTER
\ - f ~ - B/C=307.5 3 - - PIPE HAS BEEN PLACED.
1 ~ ~ ~ IiFE 306 ~ / FFE=3 2 ~ ~ ~ ~ I ti~ ~ ~ I ~ ~
~ I i v m~at~ ~ ~ - / ~i ~ ~ ~ gr~ 11. THERE MAY BE WETLANDS ON THIS SITE. IT IS THE OWNER'S RESPONSIBILITY TO LOCATE ANY 1~ JURISDICTIONAL WETLANDS
~ _ ~ AND PERMIT DISTURBANCE PRIOR TO ANY GRADING ACTIVITY.
~ \ i I ~ ~ , i'
~ ~ 28 ~ B/ 304. ~ ~ PAD~309.8 ]20. _ - 1. l f ' ~ I - GFE=309. ~ _ - , ~ ~ 12. MINIMUM 3.1 SLOPES WILL BE ESTABLISHED FOR DEPRESSION TO FES 88 INVERT. DEPRESSION WILL ~ ~ 8 1 tik E SEEDED AND A STRAW MAT TEMPORARY LINER PROVIDED.
I ~ ~ i I B C=303.2 ~ - I ~ ! 1 ; I ~ P~=305.2 FFE 310.5 ~ 31 ~ ~ ~
~r 1 _ GfE=306.1 ( ~ i ~ ~ I i / ~ FFE~30S.9 B/C~ 2.4 ' A ~ V
i 1 / ~ I ~ ~ / ~ ~ / 320.6 I PAD-321.7 , _ I~ l _ ~ 8 =318.6 -321.` t ~ _ _ t - - ~
/ / - - - 1 322 J ~ k ~ ~ ~ - - 9 r i =318.5 ~ ,,v _ I I - - _ _ FP.~1 '303.4 319.3 / / i r ~ FF I~ EROSION CONTROL SEQUENCE • ~ I+Illr
cFE. w a _ 1. OBTAIN LAND DISTURBING PERMIT. ~ ~
~ ~ ~ B/C=325.7 6 I ~ PAD=327.7
4 ~ ~ i i P 305.8 ~ l ~ J CfE-305.7 308.5 iE-327.6 2. INSTALL GRAVEL CONSTRUCTION ENTERANCE(S), DIVERSION DITCHES, SILT FENCES, SEDIMENT BASINS =328.4 ~----~+ti AND/OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN AND ANY SPECIAL CONDITIONS NOTED IN
~ I 1 } f i ~ O _ ' , ' , ~ ~ \ +306.8 r ' a - ~ I _ "LETTER OF APPROVAL."
~ ° \ ` - - _ I ~ ~ n ~ 1, - _ _ ~ _ ~ ~
f 1 P f'Y ~ ff - ~ J 1 b f f ,v r - 3. CALL 560-0735 FOR ONSITE INSPECTION BY THE SEDIMENTATION AND EROSION C NTR 25' WETLAN 0 OL OFFICE. c-326. ~ 88 - BUFFER
~ ~I ~I t ~ B/C=304.5 PAD=3261 ~ 4. BEGIN CLEARING RU 2e~ \ G BBING AND GRADING. MAINTAIN MEASURES AS REQUIRED.
l ~ I - ti. ~ PAD•306.5 .2 - ~ I ~ ~ I ` ~ FIFE-307.4 + 1 i / •328.9 J
~ ~ 2 T^ ~ ~ ~ ~ E I ~ g - l 5~ i ~ 5. INSTALL THE STORMWATER COLLECTION SYSTEM AND PROTECT INLETS WITH SILT FENCE GRAVEL. w w Q _ - FILTERS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLANS.
_ ~ l I ~ t - / B/Ct304.4 3228
-_1 - -I ~ CFE•309.J 3(8,2 i ~ - ~ ~ FFE=310.1 ~ I I 6. 1HE DIVERSION DITCH ON THE WEST SIDE OF LOTS 28-34 THAT DIVERT '7' e/c=326.e S WATER TO SEDIMENT BASIN w
- 31 P'? v ~ ~ 1 ~ ~ - 8/C=305.2 8/ 320.3 ~ i PAD 328.6 SB-1 MAY BE RELOCATED OR REPLACED WITH SILT FENCE IF NECESSARY TO GRADE LOTS 28-34. F c c~ 2e.7 ~ i~l
a s I ~ ~ ~ PAD•307.2 ~ ~ ~ _ ~ ; PAD 324.1 I 5 ~ ~ t } ! CFE=307.1 ! B/ 313.9 CFE 324.0 1 ~ 329s1 ~ THE DITCH IS RELOCATED, IT MUST BE EAST OF THE BUILDING PAD LOCATIONS AND MUST DIVERT FLOW
n ~ ~ FFE=307• ~ P •317.7 FFE•324.8 o , 1 ~ / TP ~ ~ / =3,7.6 ` 1 3Z T INTO THE UPSTREhivi END OF SEDIMENT BASIN SB-1. SILT FENCE MAY BE USED ONLY AFTER INLET ~ ~ z PROTECTION HAS BEEN INSTALLED ON INLETS IN HOPPERS DRIVE. COORDINATE WITH THE EROSION
~ ~ ~ 1 I 1 { t ~ ` w /C=305 FFE=318. / 7 ...m» n ~ ~ ~ ~ I ~ _ ~ ~ 8 c~= / / - CONTROL OFFICE FOR APPROVAL TO RECONFIGURE THE EROSION CONTROL D EVICES IN THIS AREA AS ~ ~ DESCRIBED.
- ~ 3f~,4 ~ f~ I \ FFE 5 C=32]].4 ~ .329 0
! I N ~ ( ~ , 3 I ~ ~ i ~ ti ~/C=305.8 X387 32A8 ' ~ -328.9 7. THE DIVERSION DITCH ON LOTS 35-37 MAY RE UIRE SLIGHT =3 7 Q HORIZONTAL ADJUSTMENTS AS FILL IS ww~~
~ '.y f o ' , A \ r"AAD=307.8 ~ ~ \ 3 6.~ ~ i ; ~ , i ti i' 1 J i ~ ~ ~ -3az7 5t ~ 8 ~ PLACED ON THESE LOTS. IF THE HORIZONTAL LOCATION OF THIS DITCH CHANGES IT MUST STAY OUT F+ Mw r^ ~ + OF THE BUILDING PAD LOCATIONS AND MUST DIVERT FLOW INTO THE UPSTREAM END OF SEDIMENT BASIN
- ~ I ~ ~ .308.5 V - , rf , , ~ ~ ~ ~ I t ~ ' _ B/a3o5.B J ~ ~ V + Iw• _ _ ~ SB-3. COORDINATE WITH THE EROSION CONTROL OFFICE FOR APPROVAL TO RECONFIGURE THE EROSION
- ~ PAD 310.1 I ~ ~ ~ / 1 t j~ I~ J CFE 310.0 / l Q " ~ CONTROL DEVICES IN THIS AREA AS DESCRIBED.
~ I - - i a 7 -310. ' 1 ~ I /C-32 7 PAD-3 .0
- 1 ~ ' T 3 , ~ t i~ GFE-3 9 `rr F~-3 .7 - 8. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER SUFFICIENT
i ,r - _ e/c ~ 306.5 T - ~ ~ D o c 1 0 i~ ~ i~~~~ ~ !'~1 PA~308.5 ~ f~ ~ q. ~ / ,,fix CFE=308.4 1 9. 1 M / - I ~ TO RESTRAIN EROSION AFTER THE COMPLETION OF ANY PHASE OF GRADING. ALL AREAS UPON WHICH
7P f , t, F~E'309.2 50 1 1 8329 3 1 ~ / - - ~ / J r B/ '306.4 3293 1 E NO FURTWER LAND DISTURBING ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVID WITH ED
~ ~ ~ \ ' _ P -310.4 i GFE=329.2 r - FFE=330.0 a / _ ~ / =310. P/~324.3 y s ~ - i PROTECTIVE COVER WITHIN 15 WORKING DAYS OR 30 CALENDAR GAYS WHICHEVER I `oo S SNORTER.
_ ~ FFE=311 h B/C- 22.8 1~c _ / 1 a OFE=324.2 .0 ~ / ~ h ) ~ PAD=320.8 CFE 320.7 ~=325.0 ' I / 9. WHEN CONSTRUCTION IS COMPLETE AND AL AR A A 8 ~ r - L E S RE STABILIZED, CALL FOR ONSITE INSPECTION
~7 \ 34 ~ f 321.5 I V. f~ i ~ _ - 3 ~.1} BY THE SEDIMENTATION AND EROSION CONTROL OFFICE.
v ~ I B/C-306.9 1 ~ - 7` - , ~ PAD-308.9 ~ 6 q.v00 1 1 v ~ ~ CFE 308.8 9 19*~ pxoncr xo. TRH-02010 ~ _ - 10• IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, ETC.
m ~ ~ I ~ , 1 ~ ~ FFE=309.5 /C-307 ~ ' c AND SEED, PAVE, OR RIP RAP RESULTING DISTURBED AREAS. TRHO2OIO-G1
` 7 ! \ l i / CFE=310.6 ! ~I I ~0 .a+00 ' ~ - 1 _
11. WHEN r n~cNen sr: JPE VEGE A110N IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF THE SITE IS APPROVED, THE PERFORMANCE BOND, IF REQUIRED, WILL BE RELEASED. DRAWN BY: KAS PD
C ,I 0._ `f g N ~I
ScAls. 1 "=60' I
~ f ~ ~ t 5 1 11 ` ~ - _ - DATE: 10-14-03
'CA rb GRAPHIC SCALE 60 0 30 60 120 SHM NO.
r J C-3A - - 1
sa inch - - 60 ft.
y McADAMS FINAL, DRAWING - RELEASED FOR CONSTRUCTION

' ~ ~ ~ ) l 1
~ ~ ~ I v ~ ~ ! / ~ J ~ s; 1 J
- - ~ ! _ _ I 1 1 _ 1 I I ,I g / I ~ l ~ J I
~ - _ ~ ~ ~ I ~ ~ ~ ~ ' ~ [ ~ ~ ' ~ ~ - /CONSTRUCT MPORARY I ~ i- J GRADING LEGEND , J
I ~ - , _ t ~ ~ _ ~ ~ ~ (GRAVEL TURNAROUND I T MPORARY 6I ; .I I ~ ~ I WAROUND ~ ~ FLARED END SECTION ,,~A STORM DRAINAGE
I ~ WITH PHASES 2, 3, & 5 I~ 2, 3, & 5 ~ I ' 19 ~ , / I ~ ~ ~ ^
1 A 1 ~ 1 I - ~ V I ~ ~ ~ \ \ I I I - ; I ~ ~ I _ - • • • • - STORM SERVICE LINE A ~ T I ~ ~ / CATCH BASIN ~,,~1
i _ _ ~ ~ ~ i ~ A ~ ~ A ~ I - -RD-RD-R - ROOF DRAIN, 8" ADS I D
~ ~ 1 ~ ~ ~ 1 ~ ~ ~ i ~ _ ~ g I / / ~ DROP INLET i, p 7 I
~ 1 ~ ~ ~ ~ ~s l ~ i rr ll / ~ I ~ ~ Iw ll ~ ¦ STORM SERVICE INLET V ~ N
EROSION CONTROL LEGEND ~ ~ ~ _ _ ~ ~ ' ~ , ~ ~ ~ i ~ I ~ f ~ O 8 ~ g TRAFFIC AREAS I I + I o 0
~ - F J ~ ~ ~ ~ ~ , / - ~ 9 ~ i / • STORM SERVICE ROOF-DRAIN i}" U ~ / ) I I -SF -SF -SF - TREE PROTECTION ~ fsT Z I
y ~ ~ ~ , I wETLAND ~ ~ ~ ~ ~ / i I y O
+ SILT FENCE OUTLET ~ ~ ~ ~ ) { ~ 6 B cam; 'I~~~~~~~I ~ ~ AREA ~ ~ ~ I ~ 87 P/ s/c=~56.~ ~ ~ STORM MANHOLE TREE PROTECTION ~ ~ 87 PAD=dS6.1 \ ~ ~
~ ~ I ~ ~ 25' WETLAND ~ ~ V~ I I ~ ~-3 , ~ ' i ~ L4 i. ~ .o ~ I d ~.y~,8 ` I \ ~ LD LD LIMITS OF DISTURBANCE \ ~
~ ~ i I f ~ INLET PROTECTION ~ UFFER ~ f l ~ i 6 - ~ ~ ~ I DRAINAGE FLOW ARROW V1 p"
~ I ~ + ~ - ~ WOODED AR A ~ ~ _ ~ , ~ ~ E ~,~1 _ ~ ~j W N 33s.o
~ ~ i ~ 1 i 1 ~ I ~ 1 ~ ~ f , ~ LINE BREAK SYMBOL ~ Z U` 1 h~
FILTER BERM ~ ~ ~ i ~ ~ j ~ ~ p~cr~ a/~~ ~ 10' CONTOUR ,3 g I U~ O 86 i PAD-33sJ,i I - T - - 250.50 _ ~ _ _ , 252 ~ 0 0 `cry 33s 8 I I TOP & BOTTOM CURB ELEVATIONS 2' CONTOUR a a © O
~ ~ ¦ ~ ~ ~ ~ ~=336 1 + c=33s.z f,7 250,00 I N / ~ 250 \ N ~ ~
CHECK DAM ~ ~ ~ i I ~ ~ A ~ ~ I , M ~ o=uzz~ 88 - EXISTING 10 CONTOUR .1 ~ I 337.9 ~ TIN=223.00-TOP OF WALL ELEVATION 252 p; xi
\ ~ _ A / ~ ' I ~ ~ 6 - - - 1 _ ~ ~ I ~ M 9 I BW-213.00-BOTTOM OF WALL ELEVATION EXISI1NG 2' CONTOUR W U~ m ~ W C4 O c'a
1 ~ A ~ g 1 L 01 ~ PAD•3 8 B/c•~31s - - I (NOTE BOTTOM OF WALL IS GROUND - - - - - EASEMENT LINE z d ~ PAD=u1s I ~ \ ELEVATION NOT WALL FOUNDATION w+ W ^
SEDIMENT BASIN ~ ~ ~ ~ ~ ~ ~ o} ~ ~ aE•a ~ V ~ ~ \ i ~ \ ~ t0' NO BUILD ZONE ~ I I GFE=331.5 ) ~ ` U` O ~ fFE=355.3 ~ \ B/G~3#.5 1 ~ iiiiiiiiiiiiiiiii""""'
P -336.5 ~ iiiiiiiii z W HANDICAP AREA W R~ a ~ \ "1 GfE~336.# I g ~ I +0.00 SPOT ELEVATION
~ ~ ~ ~ FOR STREAM BUFFER ~ ~ / s _ ~ ~ ~ _ ~ (TYPICAL) l ~ , ~ ; A I ~ asas I zz I 2~ MAX, SLOPE 33ZS ` ` ~ iiiiiiiiuiiiiiiiiiniiiii 33~ _ iiiiiiiiuiiiiiiiiiiiiini
i A I ,~~~r~uUggrrr
~ _ ~ a ~ ~ ~ •3. 333.9 M _ _ ,y ir,/~RO rrr
~ L ~ . 6 ~ ~i N =3. ~ / ~ ~ / ~ ~ FdE=3; N =~~8 g I I GENERAL MOTES: 33~~,, ~ FdE=331.6 I n' 1 PAD~33519 I I „ ~ ~ ~ ~SS / ~ ~ t I 1. CONTRACTOR SHALL NOT1FY NORTH CAROLINA ON - - _ ~ l~ ~ •.9 ,
TRH ~ ~ I ' ~ S / t -SF -SF -SF - PROTE~ION a+ ~ , I ~ ~ J ~ SILT FENCE ~ ~ ~ I I ~ - , ~ ; ~ , 1 I I c~=us. ~ ~ E CALL (1 800 632 4949) AT LEAST 48 WOURS ; ~=3u•~ I PRIOR TO BEGINNIN • Q - ~ G CONSTRUCTION OR EXCAVATION TO HAVE EXISITNG UTILITIES LOCATED. CONTRACT R ~ ~ '
- N I T FENCE ~ I ~ I ~ o SEAL ~•z I ( J TO CONTACT ANY LOCAL U1ILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF " R
TREE PROTECTIO /S L +q~ _ _ ~ \ TREE ~ I I ~ ~ ~ ~ , V;, 3 _ ~ - PROTEC ~ ~ , S E ~ , e B a 7 ~ / 3 ` , _ ax.e / I NO TH 28116 CAROLINA ONE CALL . r
LD LD ~ - ~ ~ ~ ~ / ~ PAD. LIMITS OF DISTURBANCE DVERSION DITCH- 6 1 ~ \ ~ _ ~ _ _ / i cry- 2 CFE= 29 / C=333.3 ; • G ~ ~
WOODED AREA ~ ~ - - / \ ~ i ~ ~ ay3,z 335.3 ) \ 2. PRIOR TO BEGINNING CONSTRUCTION THE GENERAL CONTRA S tiP~~ ~ ~ CTOR \ ~ \ \ =3uz ~ SHALL SCHEDULE AND ATTEND A rr9( Pti~~~ ,F~ 1 =3u_o I g PRECONSTRUCTION CONFERENCE WITH THE DURHAM COUNTY SEDIMENTATION AND EROSION CON rh'~~~
- 1 - - / / ~ ~ . ~ sses~, Jas ~ 91 TROL , ~ / 1 / ~ I OFFICE 919 560-0735 AN rr"""'~~ ( ) D A REPRESENTATIVE OF THE OWNER.
I RSI N DITCH ~ _ _ ~ m ~ ~ - - ~ ! DVE 0 a ~ _s~ A ~ / $2 ~ ' 0 o a > ~ / ~ ~ ~ e/c-u 2 1.9 1 , 1 ~ 8
~ ~ ~ ~ PAD-33 2 e/c=u z / I 3. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE PAO.u 2 ~ e/a 9 RESPONSIBILITY OF THE GENERAL CONTRACTOR.
- _ _ , / ~ 0~-33~, o a ~ ~ I ~ / s 9 CFE=331 PAD= .1 ~'33zI9 cPe= .6 I
a ~ ~ CONSTRUCTION ~ ~ _ % / ° ° ° tip' (M / / ~ ~ I 4. EXISTING UTILITIES ANO STRUCTURES SHOWN, BOTH UNDERGRO UND AND ABOVE GROUND, ARE BASED
o ~ o ENTRANCE - ~ ~ I ~ / / / 1 ~ ~ r ON A FELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR ~ SHALL VERIFY 1 9 FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE
¦ ~ I ~ DIVERSION DITCH ~ _ B/c
1 ~ / ~ PAD~33'.1 LIMITS OF ~ ~ ~ I / ~ ~ ~ ~ ui~ '~•u~•1 I ~a/c-33i ~ 'I REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. ;~-33~a IPAD• ~
- DIS'TURBANC j ~ D' n ~.33~.a ~ ~ 5, ALL DIMENSIONS ANO GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
- -3 ~ ~ 0 SIN SB-2 ~ ~ ~ ~ ~ E IMENT BA SD )i ~ „r cD 9 ~ ~ 9 ~ ~ PRIOR TO CONSTRUC110N. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PR i IOR 8 ~ ~ ; TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
I , ~ B/~=330. PAD-330.6 / Z COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSI N
~ ~ ~ ~ / ~ ~F CFE-330.5 / Volume required 19,098 cubic feet ~ ~ ~ ~ rr~=33a i / v/.pus ° -I GRADES SHOWN INCORR 0 S OR ECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS N T i~ ~'E_~# 9 0 BEEN GNEN. ~
Volume rovided 21,165 cubic feet ~ ~ ,'3 P ~ ~ fFE=33#.2 I r z ~ 94 O
Bottom elevation 320.0 feet f ~ ~ ~ / _ i 4 1 Storage depth 3.50 feet m ~ ~ ~ ' / I ~
` PADC•~.8 Primor s illwa crest elevation 323.50 feet e/c-32s•7 67 ~ U~iITS OF ~ >f .~.7 3 Y P Y I ~ , ' STO'Rh~ DRAINAGE NOTES: 9
Riser diameter 18 inches ~ ~ ui.e ' ~ ~ DISTURBANCE ~ x ~ fPE.3281 ~ 1 / i B/Cr3,~0.9 ~ I W ~ PAa~3329 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP . p" csc uz.a )
Barrel diameter 15 inches ~ ~ ~ Barrel inv. In 320,00 feet ~ / ~ ' ~ [~M ~ r ~ ~ ~ ~ ~ ~ ~ ~ ? =33A6 ;
W.347.% ~ ~ ~ ~ / ~ B/C=331. ~ %tP Barrel inv. Out 319.00 feet 1 _ _ 1 ~ ~ ~ s PAD-a;~a ti0 ; x~ i ~ . I ~ 2. ALL STORM DRAINAGE SHALL BE IN ACCORDANCE WITH THE CITY / S OF DURHAM REFERENCE GUIDE FOR I 9 ~ ~ n DEVELOPMENT.
~ ~ i ~ ~ ~ ~ 6~ ~ A GfE-33U T Barrel length 50 feet / 25 D ~ ~ / ~ ~ ~ ~ =3323 "s r r g/aua ~ . cv / w
Barrel slope 0.0200 ft/ft /a32a3- ~ / 1 ~ BUFFED / 1 i ~ ~ .1~ Number of dewotering holes 20 ~ ~ , ~ / , ~ / ~ e/c-332 ~ i pAD=332.s i ~ ,aE=33z. / 3. ALL CONCR U ~ ~I H ETE SHALL MEET 3600 PSI COMPRESSIVE STRENGTH.
Diameter of dewotering holes 1 inches ~ ~ ~ / ~ ~ ~ i ~ ~ 3~3i2 \ ~ ~ / ~ \ ~ / / S i • / U <C
Emergency spillway elevation 324.00 feet _ _ \ ~ ~ ~ / Qy ,M \ ~ -3J3.o ~ + ~ / 96 / I 4. ALL PIPE IN STORM DRAIN STRUCT R Cs ~ I U ES SHALL BE STRUCK EVEN WITH INSIDE WALL Z O I / ~ O
Emergency spillway length 10.0 feet _ ~ \ i"'~ ~ ~ 4 i ~ s/a332 ~ 1""~ r r ` ~ i ~ ~ PAD-3323 ~ ~ ~ • ~ ~ 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO ~
1 ~ ~ - ~ ~ ~ GFE-3322 ~ • / c9 ~ / ` 1 I ' / t .333.0 / i' ti1^ ~ B/Cy328.8 ~ ' B/C-JJ1.S 9~ ~ ~ ~ I SPECIFIC ~ ~ ATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS T 0 HERWISE NOTED. U'
/ ~ i I FX_ ~ ~ , } PAD-JJ1.5 CFE~328.7 ! ~ , ~'c r".~' ` ~ B CFE:331.1 ~ ~ / ~ ~ / P` " r 9 I ~ d ~ ~ ~ ~ x b ~ ~ ' ~ ' 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND ~ ~ t9 z
IMENT TRAP ST 2 ~ u SED ~ FFF~329.5 ~ 4 j , ' . ~ i1~329.9 PAp.330.8 -3322 ~ - / / CFE.3J0.5 ~ DISTURBED AREA - 0.84 ac 3 ~ i ( ~ •e ~-J31•J t ~ ~ i ' ~j I ~ $ 4 SMOOTWED TO AN ACCEPTABLE STANDARD USIN RT ~ ~ J G MO AR MIXED TO MAN F E_'+
t ~ / TOTAL DRAINAGE AREA - 4.59 ac. TREE ~ ~ ~ ~i ~ t ~ U ACTURER S SPECIFICATIONS. ~ O I ~ I ~x I ~ / ~
PROTECTIOIF ~ SEDIMENT STORAGE DEPTH = 3.5 ft ~ ~ I'i I ~ i I 7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATNE MA ~ ~ J / CONSTRUCTION 1TER, WASTE O ~ U ~ i / MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF
i / J 16~ DEPTH TO CREST of SPILLWAY = 4.0 ft 1 ~ ~ , ~ e~~/C=321 ~ ~ i _ Php-329.o MfETLANO f / ~ . ~ BEING COMPACTED BY MECHANICAL M x ~ x J / ~ / ~ EANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A F
DEPTH TO TOP OF BERM - 5.0 ft -y~y ~ ~ ~ ~ ~ ~•yz9.7 AREA ~ /c.327.e j / ~ ~ ~ - ~ ~J / I PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. ~ a
- 70.0 ft / ~ BOTTOM LENGTH - g _ _ B Au-3zaB ~ ~ / ~ ~ i ~ / I O ~ / ~ Z
- f ~ 1 ~ ~ i ~-3za7 5 / i , BOTTOM WIDTH - 35.0 t _ ~ 7 ~-329•S ~ 2 TOP LENGTH = 90.0 ft 1 ~ i ` / 8, MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURP ' ~ / SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIA . OSES A ~
J I i i ~ , TOP W10TH = 55.0 ft r 7 ~ ~ ~ 2 ~ ~ ~ ~ ~ ~ ~ L / ~
LENGTH OF WEIR = 15.0 ft ~ , a/a3zA7 T ~ 1 ~ ~ ~ ~ ~ / I 9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATE ~ ~
a~3~.a 23+00 ~ / ~ ~ ~ ~ STORAGE REQUIRED = 1512 cu. ft. ~ - ~ t~' ~ ' ~ / I AR I LY AFTER PIPE IS LAID. THE FILL W OUND THE PPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES. EACH LAYER `z ~ / ~ SHALL BE THOROUGHLY COMPACTED TO 95~ OF THE MAXIMUM DRY ~
STORAGE PROVIDED = 11370 cu. ft. ~ - ~ ~ ~ ~ ~ DENSITY OBTAINABLE WITH 1HE O _ ~ STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT
~ ~ i ~ ~ 5' ~ _ ~ ~ ~ ~ ~ STANDARD PROCTOR. i / ~
+oo V ~ 3 ~D ~ , i i i
\ 1 + ~ _ _ ~ ~ ~ 10. UNDER N i ~ ~ ' ~ 0 CIRCUMSTANCES SHALL WA1ER BE ALLOWED TO RISE IN UNBACKFILLED T ~ PIPE HAS BEEN PLACED. RENCHES AFTER r - \
~ ~ - - I
TOTAL DISTURBED ~ ~ = ~ ~ - - tao ~ ~ ~ ip ~ i ~ ~ , - ' ~ i ~ 11. THERE MAY BE WETLANDS ON THIS SITE. IT IS THE OWNER'S RESPONSIBILITY TO LOCATE ANY
AREA = 27.01 ACRES ~ _ ~ ~ ~ _ - ~ ,~I _ ~ ~ ~ JURISDICTIONAL WETLANDS ` r ~ AND PERMIT DISTURBAN P
i'' u~~s of ~ ~ ~ ~ ~ I ~ CE RIOR TO ANY GRADING ACTNITY. ~ - J
a ~ _ , ; - a DISTIdRBfW@E- - - - ( ~ , ~ I i - ~ ~ ~ ~ _ ~ ~ , I ~ 12. MINIMUM 3:1 SLOPES WILL BE ESTABLISHED FOR DEPRESSION p~ TO FES 88 INVERT. DEPRESSION WILL
_ _ _ TSP. ' - ( ) l , , / ~ - ~ J ~ BE SEEDED AND A STRAW MAT TEMPORARY LINER PROM ~ ~ DED. I
~ I ~ i i LEGEND i , - ; ~ wETIJIND IMPACT ~ ~ ~ / ~ / - i ~ , ~ ~ ~ ~ I i
B C =BACK OF CURB EI.EY. 0 DRIVEWAY ~ ~ ~ , i ~ i / I _ 9 1025 S.F. ($.02 ACRES) _ ~ ~ ~ ~
PAD =ELEVATION OF BUILDING PAD ~ NO PERf~I(T REQUI~E'D- - ~ ~ ~ ~ ~ , ! , 8! ~ - / ~ i ~ ~ ' I GFE =GARAGE FLOOR ELEVATION ~~1 ~ ~ ~ ~ ~ / ~ ~ ~ G1~ ' / ~ ~ EROSIOW CONTROL SEQUENCE
FFE =FINISH FLOOR ELEVATION ~ ~ V~ ~ - = ' ~ ~ ~ ~ ~ i ~ i ~ f , ~ r ~ 1. OBTAIN LAND DISTURBING PERMIT. ~ - i / I
~ ~ / ~ I ~
I AL FLOOR ELEVATION DATA ~ i ~ ~ GFE = 0.1 FOOT BELOW PAD ELEVATION ~ _ _ ~ ~ ~ , ~ ~ ~ i ~ / ~ ~ ~ ~ ~ I \ > I 2. INSTALL GRAVEL CONSTRUCTION ENTERANCE(S), DIVERSION DITCHES, SILT FENCES, SEDIMENT BASINS 1 I ( ( ( ,
FFE = OJ FOOT ABOVE PAD ELEVATION ~ - ~ . _ I ~ ' / ~ ~ 1 ~ ~ / AND/OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN AND ANY SP IA J i ~ EC L CONDITIONS NOTED IN I I "LETTER OF APPROVAL. ~ I
i ~ „ ~ / ~ ` I i I~
I ~ ~ ~ ~ V / / ~ i ~ ~ / ~ BIAS / 4 + ~ ~ i I I ~ ~ ~ 3. CALL 560-0735 FOR ONSITE INSPECTION BY THE SEDIMENTATION AND EROSION I ~ I i ~ CONTROL OFFICE w
~ - i,---~ - / , i ~ ~ 4. BEGIN
~ ~ i ~ CLEARING, GRUBBING AND GRADING. MNNTNN MEASURES AS REQUIRED. ~(i / ~ li ~ I 1 I
I , / ~ / ~ - 0 ~ _ : 0 ~ ~ w~ ~ ~ \ , I I 5. INSTALL THE STORMWATER COLLECTION SY T M AN PR ~ ~ _ ` 1 ~ ~ S E D OTECT INLETS WITH SILT FENCE, GRAVEL
o - - prl ~ / ~ ~ ~ ~ c7 + - ~ / ~ 1 - ~ / / _ \ i J / FILTERS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLANS. A ~ /
i / / ~~_-,A ~ ! J J / W'1 / / I 6. THE DNERSIO~! DITCH ON THE WEST SIDE OF LOTS 28-34 THAT DIVERTS WAT R T
T ~ ~ ~ r r, j ~ ~ / ~ J / I J C SB-1 MAY BE R E 0 SEDIMENT BASiN W _ _ _ , / I ELOCAlEO OR REPlACEO WITH SILT FENCE IF NECESSARY TO GRADE LOTS 28-34. IF
M _ - ~ ~ ~ i / ~ ~ ~ i _ I i ~ ~ ~ J ~ ! THE DITCW IS REI.OCAlEO, IT MUST BE EAST OF THE BUILDING PAD LOCATIONS AN M D UST DIVERT FLOW ~ , ~ ~ INTO THE UPSTREAM END OF SEDIMENT BASIN SB-1. SILT FENCE
v ' i / , / ~ O ! ~ i / I ~ I / / MAY BE USED ONLY AFTER INLET ~ / PROTECTION HAS BEEN INSTALLED ON INLETS IN HOPPERS DRNE. C OORDINATE WITH THE EROSION
~ ~ / / y CONTROL OFFICE F R / ~ ~ 0 APPROVAL TO RECONFGURE THE EROSION CONTROL DEVICES IN THIS AREA AS
o ~ 1 ~ V i~ ~ / m ~ / ~ ~ _ ~ / ~ DESCRIBED.
3 ~ ~ ~ + ~ 9 ~ ~ l ~ J / ( I ~ 7. THE ONERSION DITCH ON L T - ~ J \ \ I , 0 S 35 37 MAY REQUIRE SLIGHT HORIZONTAL ADJUSTMENTS AS FILL IS
a i _ ~ ~ ~ ~ ~ ~ ~ ~ J ( \ I PLACED ON THESE LOTS. IF THE HORIZONTAL LOCATION Of 1HIS DITCH CHANGES, IT MUST STAY OUT / V i I
o ~ ~ ~ ~ ~ J ~ ~ OF THE BUILDING PAD LOCATIONS AND MUST DNERT FLOW INTO THE UPSTREAM END OF SEDIMENT BASIN
o ~ ~ ,9 ~ ~ 1 ~ / ~ ~ ~ SB-3. COORDINATE WITH THE EROSION CONTROL OFFICE FOR APPR 1 J A~ OVAL TO RECONFIGURE TWE EROSION i ~ ~ \ ~ i CON11i01 DEVICES IN THIS AREA AS DESCRIBED.
s ~ J II I 1 I I
CITY OF DURHAM / ~ PUBLIC AORFS DEPART6~NT I ~ ~ ~ ( I
APPROVED ~ ~ ~ ~ I I I 8. GRADED S / ~ I I I LOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER SUFFICIENT I TO RESTRAIN EROSION AFTER THE COMPLETION OF ANY PHASE OF GRA
~ , I I ,I I DING. ALL AREAS UPON WHICH NO FURTWER LAND DISTURBING ACTMTY WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH
ENGIIIEERITIG: DATE ~ ~ / / ~ ~ ~ ~ ~ ~ PROTECTIVE COVER WITHIN 15 WORKING DAYS OR 30 CA N I ~ LE DAR DAYS, WHICHEVER IS SHORTER.
STOR![ l1ATER DATE - ' ~ , ~ i 9 ' i I PR°JBCT ND. I ~ 9. WHEN CONSTRUCTION IS C MP TRH-02010
i TRANSPORTATION DATE ~ ( - _ ~ / ~ I ~ ~ I 0 LETE AND ALL AREAS ARE STABILIZED, CALI. FOR ONSITE INSPECTION BY ~ ~ i ~ " . THE SEDIMENTATION AND EROSION CONTROL OFFCE. -
I ~ l i. I _ TRHfl2010 G1 A
I' I DESIGNED BY.
DATE / 10. IF THE SITE IS APPROVED REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, ETC. AND SEED, PAVE, OR RIP RAP RESULTING DISTURBED AREAS. DROWN HY;
62942I A 4 DATE i I \ I~AS/PDQ
F---- 11. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF THE SITE IS APPROVED, S~' 1'=60'
- N 89`1911 - - - - - 599_97 I THE PERFORMANCE BOND, IF REQUIRED, WILL BE RELEASED. s7--- DATE: 10-14-03
_ l
(HEBRON ROAD WIDENING AND GRADING UNDER SHEET N0. GRAPHIC SCALE C-4
SEPERATE CONTRACT) 60 0 30 60 120
McADAMS 1 inch = 60 it.
FINAL DRAWING - RFI FASFl) FOR CONST^'Tr'TTrNT

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SPECIAL CONDITIONS FOR SITE PLAN APPROVAL
PDR SPECIAL CONDITIONS: ~
1.) DPoYEWAYS MUST Bf 20'IN LENGTH AS MEASURED FROM THE RIGHT-OF-WAY LME _ . _
2) FlNAL PUT AND DEED DEDICATING RIGHT-OF-WAY TO BE RECORDED PPoOR TO ISSUANCE OF BUADING FfRL11T. _ ~ _ ~ r
3.} AT THE TIME OF THE FlNAL PUT, DOdJMENTAIION MALL BE PROVIDED SHOMANG THAT PROPER LEGAL PRONSIONS (INCLtHXNC ATTORNEYS CERi1FlCATE) HAVE BEEN MADE FOR THE ESTABUSHMFNT - ~ •
OF A HOMEOWNER'S ASSOdA110N DECLARAl10N OF COVENANTS ANO RESTRICTION FOR THE COMYaY AREAS FOR PERPETUAL OMNERSNIP AND MAINTENANCE OF C011MONLY ONNED AND
IMPROVENENI'S AND LANDS ,
4.) SUBMIT 3 SETS OF CONSTRUCTION DRAWNGS TO ENgNEEPoNG FOR RENt:1M PR10R TO APPLYING FOR A BLNLI)ING PERMIT. ~ rr ~r w
5,) A LEFT-TURN LANE ON HE1~ON ROAD AT SITE MAIL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF ANY CERTIFlCAiES OF OOg1PANCY. 0
6.) RIGHT-OF-WAY DEDICAi1QN FOR HEBRON ROAD SHALL OCCUR PRIOR TO THE ISSUANCE OF ANY BUIU)ING PERMIT. A COPY OF TFE RECORDED PUT',k'iALL BE SUBMRTED IMTH THE FlRST BUILDING
PERMIT APPLICATION.
7.) THE DEVELOPER IS RESPONSBLE FOR FABRICATION AND INSTALUTION OF ALL REQUIRED 9CNS AND PAVD,IENT MARKINGS WITHN THE PUBLIC RIGHT-OF-WAY. THE DEVELOPER SHALT SUBMIT A • _ SIGNING AND MARi(WCS PLAN TO THE TRANSPORTATION DINSION AT CONS1RlIC110N PLAN STAGE FOR RENEW AND APPROVAL ALL SIGNS AND PAVEMENT MARKINGS SHOWN ON THE CONSIRUC110N • ~ J~' _
DRA'MNGS MUST BE IN PUCE PPoOR TO ISSUANCE OF ANY CERTFCATE of OCCUPANCY.
8.) BY REFERENCING ROADWAY IMPROVEMENTS ON 1HE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID IMPRON91ENT5 PRIOR TD ISSUANCE OF CERRFlCAIE OF OCCUPANCY IN A MANNER THAT
WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN ANO IN ACCORDANd: WI1H NCDOT AND do OF DUt0UU1 STANDARDS ANO POLICIES. THIS INd.UDE5 (MkIERE APPROPRIATE) BUT NOT ~ - • UNITED T0: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THRWCH IN1EitSECRONS, ASSOCIATED SIGNAL YODIFlCAl10NS, PAN9IENT MATiIg1G5, ASSOCLIIED SIGNAGE, CURB AND GUTTER, ~
COORDINATION MATH OTHER PROPOSED ROADWAY 01PROVFALENIS AND BIKE LANES THE APPLICANT ALSO ACd9PTS 1HE FlNANCIAL RESPONSIBILITY FOR THE ACWI57110N OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVI]AEN15 MID ANY REQUIRED SIDEWALK CONSTRUC110N. ENgNEEiTING DETAILS REGARDING ALL ROADWAY IMPRON]IENTS 1MLL BE
ADDRESSED AT 1HE CONSIRUC110N PLAN STAGE
I 6ETWEEFI A HEIGHT OF 7 OFF THE GROUND AND A HEIGHT OF 6' OFF THE gTWND. 9.) ALL SIGHT DISTANCE TRIANGLES SHALL MAINTNN A CLEAR LPIE OF SK;HT W ~ f ~
10.) A COPY OF THE RECORDED PUT FOR 1HE DEDICATED OPEN SPACE MUST BE PRESENTED PPoOR TO ISSUANCE OF BUILDING PERMIT. ,1.) ALL 9dIS AND PAVELENT MARKINGS SHOWN ON THE
CONSTRUCTION DRAWNGS MUST BE IN PUCE PR10R TO THE ISSUUANCE OF ANY CERTIFICATE OF OCCUPANCY. "`t - -
GENERAL SPECIAL CONDITIONS: ` ~ ' 1.) FOR SITES CONTANING FLOODPLAIN: ALL DEVELOPMENT 1W1HIN THE FLDODWAY AND FLOODWAY FRINGE, INCLUDING FlLL, NEW CONSIRUC110N, SUBSTANTIAL IMPROVEMENTS, MANUFACTLAIED HOUSING,
STORAGE OF MATEPoALS AND STORAGE OF lT))aC OR FLAMMABLE SUBSTANCES, IS PROHIBITED EXCEPT AS PROVIDED BY APPUCABtE FLOOD HAIARD REGUU710NS FLOODPI.AIN E1.EVAlION(Sk 282, _ . _
280, 278 FLOODPI.AIN ZONE: A AND AE Ft]IA YAP NUMBER: 37063000590, 37063000O7G, FD1A YAP DATE fEH1UARY 2 1916 THE FLOOD PLAIN LINE AND EIEVATiONS SHOWN ON THE SITE PLAN ~ IS A PROPOSED FLOOD PIJJN LINE AS SUBMITTED IN A LOLR (LETTER OF MM REM5101F) FOIL ENO IA1fR 11iIBUTARY /I. T1~CS PACKAGE HAS BEEN APPROVED EIY 1NE do OF DURHAM AND ~ ~
SUBMfiTED TO Fl]IA FOR APPROVAL THERET'ORE ANY L015 ADJACENT TO INE FLOOD PLAN !FALL NOT BE BUILT UPON LNI1L 114E PROPOSED FLOOD PWN LINE IS APPROVED. ONLY THE STREET ~ AND LOTS THAT ARE LOCATED EAST OF THE STREET SHALL BE BUILT 1JN111 THE PRCfOSED F1.000 PLAN lNE IS APPROVED.
2) STREAM BUFFERS 50 FOOT WIDE UNDISTURBED STREAM BUFFER EAd1 STOE OF S1REMt, MEASURED FROM TOP OF BANK NO CLEARING OR G"n?,"rNG 01HER THAN SEIECiIVE THINNNC ANO ~ ORONARY MA1N1E11ANCE OF EXIST>fIC VECETAl10N PERMITIID. ,
3.) BVILD9VGS AND OTHER FEATURES THAT REQUIRE GRADING AND CONSIRUC110N SHALL BE SET BACK AT LEAST 10' FROLI THE EDGE OF THE BUFfETL
4J qn WATER EASEMENT: CENTERLINE OF 20 FOOT N10E do OF DURHAM WATER EASEMENT. suBJECT TO TERMS STATED IN THE DECU1RAti0N IN ROIL ESTATE Boat 1510, PAGE 958. NO A
STRUCTURES FlLI, EMBANKMENTS, 11tEES OR OBSTRUCTIONS PERMITTED ?WTHiN THE EASEMENT ET(CEPT ACCORDING TD THOS£ TERMS
5.) dn: CENTERLINE OF 30 FOOT WiDE CfTY aF DURHAM SANITARY Si'LIFR EASEMENT, SUBJECT W TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FlU, ~Wl`I1,?l l~vl~l~
EMBANKMENTS, 1RFfS OR OBS11tUCRONS PERMITTTD YAIHIN llf EASEMENT EXCEPT ACCORDAiG TO THOSE TERMS a/sa,a WW 'i?Wt" ? vt~
B.) do STORM DRANAGE EASELENIS: CENIERIJNE OF 20 FOOT MADE PUBLIC STORM WAIiR DRAINAGE EASDENT. OiWFASMP OF, AND RESPONSIBIU~~'f FOR I~ROVEllE1ET AND MAINTENANCE OF S10R11 C-Z O ~ L~1,f1•f S~ 1 d:.; ~L~[~11 WATER FAgUTIES IN THIS FASELENT REMANS LWTH 1HE GRANTOR. IF 1NE PROPERTY IS MA1HM OR BECOMES A PART OF 114E CITY, 1FE EASEIBIT ANU ACCESS P091T5 TO THE EASETiO1T ARE ~ RppO
SUBJECT 1D THE URNS AND RESTRIC110NS STATED IN TF1E 'RENSEO TIEdARAnaa aF RIGHTS ANO PRIVILEGES aF THE Qn of AIAaIAM IN 510101 WRiER MANAGEMIENT FACUn EAST31EN15' C-t7 Sl'1'E PI,1~N - P1~~SE 4 ~NF1t~~S R fZl`IE~i
RECORDED IN REAL ESTATE BOOK 2288, PAGE 206, WHldl DOWMENT IS B4COI~tAIID IffRON. THIS EASEMENT AiD RE>ASED DECLARATON DO NOT CREATE 11ff OBLIGA7}ON TO PRONDE PUBLIC MAINII?IANCE NO BUILDINGS, SiRUCTURE$, F81-S. EMBANKMENTS OR OBSTRUC110N5 PERMITTED M1Fr1 TFE EASEMENT EXCEPT ACCORDING TO 1NOSE TERMS A EN~~° 1
C-4 S~'TE PI,.AAN - ~AS~E 6 1 ~3F 2 7.) STREET EASEMENT NOTE 50 FOOT WIDE do OF WRHAM PUBLIC STREET EASEMENT, SUBJECT 10 11f 1FRMS STATED N THE OECLARADON N REAL ESTATE BOOK 2350, PAGE 936. NO 6 ~ r
STRUCTURES, FlLLS, EMBANKMENTS OR OBSTRUCTIONS PERMITiIED YAIHTN iNE EASEMENT EXCEPT ACCORDNG TD THO6E 1TRYS ~'1-5 ~T A TAT ` ar11,1~ A ~ 0?F` 2
B.) ROOT ZONE PROTECTON AREA: EQUALS ONE F00T OF RADIUS FOR EVERY INdI OF DIAMETER OF E14S1NG TREES, OR 51X-FOOT RADIUS, WHICHEVT7L IS CREAl1It NO DISTURBANCE ALLOWED IWTHIN - j ~ f
THIS AREA. ~ ~ ~ ~ ~
9.) LANDSCAPE RE-INSPEC110N fEE EACH UNDSCAPNG COMPLIANCE INSPECl10N AFTER THE INIRAL INSPECTON 'MLL INCUR A >j100 RE-INSPEC110N FEE PAYMENT MUST BE RECEIVED eY THE DURHAM ~'1-r'J ~n?T/`I- Q, 1~1~,~`~'~`~/"'~~"j qn CDUNn PLANNWG DEPARILIENT PRIOR TO RE-INSPEC110N. / 1~!\4,T JyJi~7liri~ WTI ~ ~ ~ ~ / w
;,a. ~ .T~ ~r z ~..~,1~~9~; ~ ~
10,) iOWFIHOME DEVELOPMENTS MAY BE DESIGNED AND CONSTRUCTED WITH PARKING AREAS ON BOTH SIDES Of 1NE 1RAV11 LANES. THIS CONFlGURARON IS NOT 1a BE CONSiDERED A STREET.IF 1HIS ~~~E OP110N IS USED, THE 1RAVEL AND PARIONG AREAS SHALL BE NOTED AS 'PipYAIE ACCESS AND COMMON AREAS'. AS SUCH, THE DEVELOPER SHALL ACKNOWLEDGE ANO MAKE PRO5P'ECTIVE BUYIRS -E~- 6 lOF2 - • - - . ~ o
AWARE 1NAT THESE AREAS WILL NOT BE ASSIGNED A STREET NAME, NOR WiLL THEY EVER BE ELGIBI.E FOR MAN1171ANCE BY 1NE do OF DURHAM. 1HE DEVELOPER MILL ENSURE THAT ALL OF 1HE C-® lA, ~?ll'tY1`[]Nr~f T1t1~~,Tw~,~1G'i ' ACCESS AND COMMON AREA PROPERTY IS DESCRIBED IN 1HE COVENANTS AND 1HAT 1HE HOME OWNERS ASSOCLAIION IS RESPONSIBLE FOR 111E NAINIENANCE OF THS AREA THE FOLLOWING NOTE V d (l(, ~ j, ~,Jj~~j LiVi rain ~ L ~ , iJ ~i~L\ - ~~J~~~ ~ ~ Ol ~ ~ 'J ~ Z fEUCIA ST. pe u~/: k.
SHALL BE ADDED TO ALL SITE PLANS AND PUT ASSOdAIED WiTH THE DEVELOPMENT: 'THE DPoVING AND PARIONC AREAS SHOWN ON THIS DRAWING NOTED AS 'PRIVATE ACCESS AND COMMON AREAS" ~'1 '~]_.~j _ ~1jay hR s ~ p MEIANIS T. p
' DO NOT MEET qn aF DURHAM STREET STANDARDS. THE FEATURES NTTFIN THIS AREA AREA PRIVATE AND WILL NEVER BE ELGEiLE FOR PUBLIC MAINTT?IMJCE'. V-1O 0 w l~Il~l]J.tl,I ~lt~ ~I01~ COt~'T`R~OL PSI St~.~ G r+4, r ~ ~ ANCOCK ST 4 < d
ALL UTiUTES SHALL BE lxSTALLED UNDERGRWiD. C-11 EI~~SIaN Cal'~OL- Pls1'~lr - rl7oC - ~ 0 ~ AY 6RIVE y,
12) TOW4FIWSE PAROS CANNOT EE IN THE TRANSITIONAL USE AREA. - _ C-1~ ~~O~~ON COAL PAN - N a S11CE ST. ~ O - ~ ~ O - P~E~SE 6 1 ~ ~ ,
13.) ALL SIZES, MATERULS, SLOPES, LOCATIONS, EXTENSIONS AND OFPiNS FOR ALL PROP06FD UTILITIES (WATERLINES, SANRARY SEWER LINES, AND STORY DRAINAGE CONVEYANCE SYSTEMS) SHALL BE _ HEBRON RD.
RENEWED AND BE SLBJECT TO APPROVAL BY THE do OF DURHAM ENGNEEAING dN90N AT CONSTRUCTION ORATMNG SUt1MITTAL C-1~ ~R~~SION CO~"~`~OL- PLAN - P
14.) THE DESIGNING ENdNEER (A NCf+E) W1.L SUt31AT 3 SETS OF CON511tUCRON DRAWINGS (PLAN ~ PROFlIE IF REWIRED) TO do ENgNEE]iNG FOR RENEW AND APPROVAL BffORE STARLING /f'"'lL _ CONSTRUCTION ALLOW A MINIMUM aF Z WEEKS RENEW 11ME). NOTE THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM sTE PLAN APPROVAL \,/-14 O'FJ~RIALI:~ ~"1~rl:11"I"~' P~IU~ c SITE 0
do
15.) WAl1R AND SEWER PERMIT'S ARE REWIRED FOR THIS PROJECT' C-15 W 11,1J11 1 P1~L'11r 11,~~1'a/ 4 a~~ v , oy ~pA
18.) A COMPLEIT~ SiT)RNWATER FACILITY MAINTENANCE AND OPERATIONAL PERMIT AGREEMIENT WiTH APPROPRATE FEES, CALCUUTIONS AND DETAILS MUST BE SUBMITTED AT T1ME OF CONSTRUCTION /"l T p` PLAN REVIEW. PLANS MALL NOT BE RENEWED WiTH WT n1ESE 111915 CONTACT STORM WATER SERNCES 0580-4328 FOR INFORMATION. C-1 W W lll+fll 1 P11L`~lr PI~~ 6 10~ I ~ ~ RD. ~~~d
17.) PAYMENT-IN-LIEU OF OPEN SPACE NiLL BE REWIRED FOR 78 L015 - ry D ~,P
C 17 P - F~ ~ 0 I ~ ~r c
1(L) SMOOTH CONEflOWERS ARE LOCATED M 1HE RIGHT-OF-WAY ON THE SW1H 5DE OF HFBRON ROAD AND ARE ON THE FEDERAL ENDANf;ERED SPEdES USE. ROADWAY 0.1PROVEMENTS IMLL BE _ CONSTRUCTED TO AVOID IMPACT TO THESE PLANTS. • .1 _ - m ~ ~ ~ r D
i _ PRIOR TO FINAL PLAT APPROVAL: Z m ~ • •
• 1.) ON PREllMINARY PUTS do GREENWAY (EASEMENT/FEE SIMPLE TITLE) TO BE DEDICATED lO THE qn OF DURHAM AT THE i1ME OF FlNAL PLi,T APPROVAL
2) FOR PROJECTS 1WTH GREENWAYS ON FlNAL PUTS: CREI9IWAY EASEMENT DEDICATID TO 1HE CITY OF DURHAM ACCORDING 1D THE TERMS STAIID M REAL ESTATE BOOK 1503, PAGES 898-699. • ~~T!• 1V
NO BUILDING OR LAND DISIURBANd: EXCEPT ACCORDING lO THOSE TERMS; PUBLIC ACCESS GRANIID. OR DEEDED TO THE do OF DURHAM IN f1E SMPLE FOR do dtEJaIWAY. • •
PRIOR TO ISSUANCE OF GRADING PERMIT: L _ _ _ ~ _ _ _ _ / W. CARVER SS' _ O M
r 1 J FOR SITES CONTA9VING W'TEANDS STATE AND FEDERAL PERMIT AUIHORRATION MAY BE REWIRED FROM THE DEHNR AND THE U.S CORPS aF ENgNEEttS PRIOR Tb THE COMMENCEMENT aF ANY • LAND DiS1UR81NG AC1EN11E5 IN OR NEAR A LAKE, STREAM, CRE'D(, 118BUTARY OR ANY UNNAMED BODY OF WATER AND IT5 ADJACENT NEILANOS ~ _ - VIt•? C~
0 2) PROTECTION CF FDOSiWG VEdTATION: AT THE START OF GRADING INVd.NNG THE LOWERING OF FASTING GRADE AROUND A TREE OR STRIPPING OF iOPSdL, A CLEAN, SHARP, VFRRCAL CUT SHALL O ~ • U Q
EiE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS O1NER EROSON CONTROL MEASURES ARE IFISTAlI,ED. THE 1REE PROTECTION FENCNG SHALL BE 9I5TALIFD ON THE 90E t)F 1HE WT FARTHEST AWAY FROM 1NE TREE TRUNK AND SHALL RF11NN IN PUCE UNlll ALL CONSIRUCIION IN THE NCINIn OF THE TREES IS COMPLETE NO STORAGE OF MAIERLALS, FlL1, OR z z
EQUIPMENT AND NO TTtESPASSING SHALL BE ALLOWED 1WTHIN TWE BOUNDARY OF THE PROTECTED AREA. • 0
N J,) TREE PROTECTION Fi?IgNG MtJST ~ IN PUCE PRIOR TD ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A gIADING PERMR. • r ~
o; PRIOR TO APPROVAL OF CONSTRUCTION PLANS: , -
_ 1J FOR SIZES REQUIRED lO HAVE AN ENgNEfRED STOI6,1 WA1ER CONTROL DEVICE: CONSTRUCTION PLANS MALL NOT BE APPROVED PPoOIt TO TECEINNG AN EXECUTED STDRMWATER FAgLITY OPERATION f • • .1
AND MAIFTENANCE PETSIIT AGREEMENT, PAYMENT OF THE STCRMWAl1R FACILIn PERMIT FEE (;E2,000 PER FNgNEERED STORM WATER CON11tOl), AND PERPETUAL SURETI' FOR THE CONRNUFD • in OPERATION AND MAINII?)ANCE aF THE FAQUTY (SURETY BASED ON FlNAL DESIGN OF POND/DENCE). CONTACT 1HE 51DRM WAl1R SERNCES DIN90N OF THE PUBLIC WORKS DEPARTMENT.

~ 2) FOR PROJECTS THAT HAVE WATER/SEWER EXTENSONS: • ' w A. ALL CONS11tUCTKIN SHALL CONFORM TO UTEST do aF DURHAM STANDARDS l ; ~ ff
B. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. 1HE do OF DURHAM ENgNEERING DEPARTMENT SHALL RENEW AND APPROVE THE CONS11tUCRON DRAWINGS PPoOR TO SUBMITTING 1}IEM TO • THE STATE FOR APPROVAL _ ~
_ _ z ' PRIOR TO CONSTRUCTION OF IMPROVEMENTS: •
1.) THE LOCAl10N OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHF]IAl1C, A do OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REWIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING , " - - J _ _ _ -
"c 1HE REWIRED PEE2L8T5, PLEASE CONTACT THE do OF DURHAM ENGNEE1tING CON51RUC110N INSPECTION OFTiCE AT 56D-4326 FOR APRE-CONSiRUC11DN CONFERQ~ICf AND FlE1D N9T PR10R TO ANY - WORK ON 1HE PROPOSED S10EWAUC. , C _ ( •
c 2 do OF DURHAM DPoVEWAY T'ERLIIT IS REWIRED PRIOR lO ANY DPoVI:WAY CONSTRUCTION. SUBMIT PLANS FOR DRVEWAY PERMR APPROVAL 1D do ENgNTERING DEVELOPMENT RENEW. AFTER ' i I
~ OBTAINING THE PERMIT, PLEASE CALL do CON5TRUC110N INSPECTOR F'PoOR 10 START OF CONSTRUCTON AT 560-4326.
`o - - ~u 3.) NCOOT DRIVEWAY PERMIT REWIRED PRIOR TO CONSTRUCTION. CONTACT NCDOT AT 580-8854. - - 1, L •
D~ 1 ~ ROSr~N Cor~rrR~l PRIOR TO ISSUANCE OF BUILDING PERMIT: ~TR~ ~
U 1J FlNAL PUT AND OEE~ DEDICATING RIGHT OF WAY TO ~ RECORDED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. - CTfY OF DURHAM CAR~',~~••
- _ T.~11Tf'1TATT~T.171C"'1 TIT A 11T1?TT.1T1C`I IC"ITTTlT7T.1T7/17"1C'1
G) 2) A SECOND POINT OF ACCESS SHALL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 91ST BUILDING PERMT OR PRIOR TO THE 61ST BUILDING PERMIT IF THE FIRST POINT OF ACCESS IS AN PUBLIC WORKSAPPROVED DEPARTMENT n iN L: rl iN n n n 3/ t' Lf1iN iN n n 3/ ;nU n V L' I U n ••'ESS%o
UNDIVIDED ENTRANCE. D`3 DETAILS (SMRM) ~ r Q~
TO ISSUANCE OF CERTIFICATE OF OCCUPANCY OR ZONING COMPLIANCE PETMIT: Tr; PRINT DATE SE ENGINEERING: DATE
~ 1.) GREENWAY PUT TO BE RECORDED PRIOR TO THE ISSUANCE OF CERI11FICAlE OF OCCUPANCY. RESEARCH TRIANGLE PARK, NC 2
D-5 DETAILS AT 0 2) ALL LANDSCAPING MUST BE IN PUCE PRIOR TO REQUEST FOR A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE. N . MAR 2 8 2005 STORM HATER DATE . P. O. OX 14005 •~c ti~;.• . tN P 27709-4005
Q cr TRANSPORTATION DATE ',~~Q ~5,`~
r CO. Inc. 00 The John R. McAdams KS M DATE (9,19) 361-5000
r s 042 DATE 3 2q 0
N CASE N, U- MB D02 U 2~3%jv FINAL DRAWING - NOT RELEASED FOR CO ST UCTION
a,
X

t
n ; _
_ . . , . _ . , - _ _
r-„....Nm:.;, rlr, ~ 't Pear o 1! ~ Al-01-@! I
r~ ~ ~ ~ t ~ tI~R-~ ~.r .ter
E 3 MA 1iw? a Vl UTILITY LBGEND
-x~ x'n , i 1~ 1 79, dlln ! A06 MYI
1 F1RE HYDRANT ASSEMBLY YARD LIGHTS
'U~ i'i ~i..J{, . P i W R 7w-pill ,t A
- _ T F1RE OEPARIMENT CONNEC110N (FDC) LIGHT POLE . " 0 WATER METER 'u
t: r, - ~.>w..,~ ~ ;a,~,r ~jz'Yz,y a ~ ~ s+~ .aesa,r.• _ f~~;~ INR IW~1-11~7M ~m ~ J POWER POLE
~,-,;r E r .:h ; c.:' i/~ ~ Irr'~ _"1 le1C IMt A•~ ~•IMw/ N WA1Q1 YALYE 7 1 . a o
Parr nDICYITOR vavE N LINE BREAIf sYMBOL 0 0
,t f~. : ~ l~ ~ - - - - . . W 1-x-1 ~ V •h ® VALVE N MANHOLE WATERLINE ~ 1
• WATER SERVICE LINE " D; ' O
p wErER a vAUlr p ~
- uTILm PEEVE ~ ~ p (IACKFLOW PREYENTER ~ a ~
r...i... ~ f~ ~.T„/'- ~ ~ Lill Fm SANITATtY SEWER a ~ O
e zit ' ; a ,i.,.: '!k "!'a - / F - 1 W N• ~ ~J W ~7 N u RLlC SEWER SERVICE LINE ~ O a
\ \ o*~ BLON-OFF ASSDIBIY ~ ~ O O
rr W \ '~L., -OU-OU- OVERHEAD U11UTY L4 a O O
,i P-i~.. e ~ s {r~ sir`='~a ~ 1: I . 7t C f~ \ _ O \ E+ ~ b ` • SANITARY SEWQi MANHOLE -LIE-LIE- UNDERGTt011ND ELECTRIC ~ ~ ~
~ ~ ~ SMIRIIRI' SE119t ~ : ~ n?a*~.~. r - ~ - - ~ ~,s~~ •~a ~'r''T `:a. -'i ~r n • - IN R ~oFA-711 • SEA CLEAN-OUT -T-T T-T- TELEPHONE W V O M
' - - - - - EASEMENT LINE w ^
- s ~ ~ ~ c ~ \ , e~` , ~ E 1 law u. w~wt w.r r
£ t ~ '•4,J,'i /;s.~ 4Rr.. M .~.,~y a wr- .rte l m x W • A ai a LL
S s k ~'„h ,'X i , Y \ . ! ~ rw.-. ~ 1 9011 fldq MI SEWER FLOR DIRECTION ARROW ,`~~puapggi
~ - ~;.'w,i«:7~ "'^a i .i _ ~.....1;~ ~ 1 ( D110~R MC Tf10t ~a-^ r !+z qq ~ ~ ~..~it, / .r i~ ~'3 ' ~ a ! M1 R OW-01.7~a7{ CAt~p~
; ~ ~ ; ~i; ~ I ~ ?~e R 711.11.111 oo~'r''"ESSi'k~ti
c~? D.y'4 T
4 SEAL UT1Lt1Y t~~
~ _ ~ ~ s~wrr~Rr s~rrEtt ~ ; - 4 ,r. a~'y ; ~ASEAIaIf r , h _ _ _ ; - ..........,_J; ~ d i • 27049 ~ ~ 1. ALL UTIJIY OONSIRUCTI011 SWVII ~ N ACCORTIANCE WRH THE CTIY a COUNiY OF DLII8IAM ~ .ti f
fir. ,f..`~~~~ - - h x -.WL.^ I ~2' r ~r 7 .t CON~110N OONRIOI TE6LAATpN.4 AND STANDARDS. T'G .•',c, ~ PUNJC URJfIFS AND CROSS ,~,~p, Yi P~
1 ~J f~.'I eV~l' y( 143 I = ~ f ~ ~f,li' -w ~ / . 2. CONTRACidT SWILL NOTIFY 110RM CAROlBiA ONE CALL' (IEIEPITONE 1-800-632-~49) AT ~'4~Q~ ~ ~~i`~~
LEAST ~8 HOURS PRIOR TO 8Et+111AiC COIISTRUC'IION OR EXCAYAlION Tn IIAYE FXISTAiG UIIUTES ~~~nmu~~~~~ LOCATED. CONTRACTOR 1r1 OONTALT ANO LOCAL UMIES THAT PROVIDE iFIE]R OWN LOCATOR
r -yy. SERVICES EDEPEt6>alf OF ~tORTH CAROLNA ONE CALL'.
i~^a'. Y= .mot-`t,~ I I T I 7' (al V ? r ,P t s _ fr 3. ETOSTING UITUTTiS AND STIRlCRIRF3 SMONN, BOTH UNDERGROUND AND ABOVE GROUND, ARE
O e1 1 ! ik ~w i ~ ~ ?~l~d BLED ON A FE1D SURVEY AID THE EEST AVAEABLE DRAWNGS THE COMRACIDR SWILL
~ ~ j ~ J a VERIF1f FIELD CONDR10I15 PRION 10 BEpN111G REUSED COITSTRUCTI0I1. ANY DISCREPANCIES SWYl BE REPORTED TO lIE OWNER'S REPREWTfA11VE AND THE ENCNEER N1IEDIATELY.
~ wl = r:-',~1, f f !GEC ti d 1~ r • ,n ~ J ~P ' " b WATER SERVICES SWIM 8E COPT'FR TO TILE YETERS. 3/4• DOMESTIC SERVICE
0• , e f SHALL ff PVC STIR 21, CUdS 200 PAST THE METERS,
N~ ~ 2'`.. ~ r ~ 's's.rewrxesyz:rx...:' t ! \ 1f S. SANRARY SEWER SERVICF3 SWILL BE PVC SCNEDUE ~0. CLEANDUIS SWILL EE: SPACED NO
,..C ~ 1, _.~..~-r-..w~.w~.ca~~`~c-ate `^''g?:. , MORE TWW T3 FEET APART: CLFANOUIS lOCA1ED N PAVEMENT AREAS SWILL BE HEAVY DUTY
QI - TRAFIIC RATm CONSTRUCTION.
Ir \ 138 T 1 ~ K . .yam 8. CONNE>CRON OF SANITARY gWpT SERVICE 1O AN E105TIN0 MANHOLE SHALL COMPLY W11H CITY I OF DURWW STNDIVDS. NCUlOM6e CORE DPoLL FOR OPEIANC DJfO W4NHOlE 14ND D~TALL MAIN ~
I t1E>~F BOOT. TF. PAVF1EJIf CUT IS.REDUIRED. CONIRAGTOR SWILL PA1CH PAVEMENT WRH A . ~ . SECTION 10 MNiCH THE ExiSIR10 PAYESIE?iif: 2 1/2' h2, 8' ABC, OR BETTER ~
•c ~ I + ' ~ ~ Tom: v ~ a
7. THE OONTIat,TOR SWEL BE RESPOIISIBIE FOR THE IACATION AND/OR RFIDGS'ION OF All EX6TNG U1l1TES CN COORDNATIDN iWiN THE APPROPITIATE UTiLRY, AGENCY, OR COMIPANY. a
8. FIECTRIC.1EiFPIIONE, OA4, AND CAer.E N SERVICES ROURID ARE NOT A PART OF THIS PLAN.
s 1 ~ ~ l s \ ~ tic 'ate ~ r y9ro t v REUOION Of WATER MAN51O SEWERSe
~ A LATERAL SEPARATION OF SELLERS AND MIIIFTI YANi3: WATER YAKS SWNI BE W
: ~ . Nc'"`c ~ •~r ~ ~ i ''i\ % ! • ! ! Iw• Omw w A. Ewr 01.1 4 :Y{=;, ; ~t C,, ~ ~ r \`i. • f !N OSfI-OFaf-ODq ~ R 0611-+ ~ a~.r a >o>p ~ ~ LAD AT LFIIST 10 FEET LAIQWIY FROM E703TNC OR PROPOSED SEiMERS UTiESS • V
~ f :`b ` ,F ~ ~ ` / \ 1 / \i~l. \ J f Iwif 0 ~ 716-01-01! Mqf b R 1 -a i \ r , J' ! ~ ~ ~ r / W IYt Rw/1 wiry W W Mu y~ R-m WI~ COtDRDlS OR BARKERS PREVT]R A 10 FOOT LATERAL SE,PARATKN, N V heJ b E fbq-DNA ~ R CASE
t ~ 8 \ •t Ird IMF Mewl RMLiO~ :e~o A >as-~-on ~ p :aie u.¦ remit IYrewrl t. THE R;fOER WN B LID N' A SEPRIdQE iRBNO~ WRN THE ELF1AOl01T OF ~ ~
THE BOTTOM OF TIE 1rrgER MAN AT LEAST 18 NCIfS 1TBOVE 1NE TOP OF T. -rt rte`
_ 119 \ , ~ i r~ / ~ tANCOCg STREET f a t n y! i . ~ ~ ~ i z 1!E •vER MAN ~ LAD N THE SAME TRENCH AS THE Sf1IER WRtI THE Z
i - ! 1 ' wshr? MAN Loc~aED AT oNE sDE oN A EENCH aF uNIRSRA>rsED EARTH, Z ~ . ~ ~ 1 AND a LEAST 1a• ABOVE THE ToP OF THE SELLER. Q'''
- - 120 I US I , . E-1Z o
118 I r tU 1 \ 1`, ~ ' ' . ~ ~ _ I i13 I ~ - t,~#'s' ear t ~ EL CROSSNG A Ig1ER MAN OVER A SEME11 MAN: „ rr , ~ 1 • • ~ I WHENEVTR R IS NECESSARY FOR A •4tTR MAN 10 01108! OMlJt A SEWER TIE
s E ~ ~ 112 ! ~,rl' •r. TRH': f.. ~:.H - 111 1 ~ S 1111 / \ \ 4- •''n',:,,: , i ~:ajuX ~ P fTY t 1 ~ WATER MAN SHALL 8E tAD AT !llTf1 AN EltVlll~1 MAT 11[ N7T10M OF THE ~ ~ V ' f ~ ~ : 4~ _ T ~ Ai LEAST 1e NCIR3 A801E flE TaP o< M lL11E>t MA1l ? , WigFR MAR, x p~
~:<.1 T~,,_' : ,a ~ _ • i~rt.. ~ ` ! _ J ~ r 110 / 1 \ ~ ^ / ~ """'~~+~~,....a..=.~.~~.. r.; Y I ~ PR~YDR AN 1e ual y~ ~ a UNLESS LOGIL caaTlDla OR MwOUS rE>mrK E+ ~~.:.s.:..:~~.:.~._,~~ ;I sTPAwITIDN - N Wnd1 CASE 6oTH THE tYATfR MAIN AHO iME sE.Ex MAN , Rl a
~ ~ rti 09 , tea,. , swlLl ETE C0115TR11CTED OF FTRROUS MATERWS AID wrtH rDertS SHAT ARE a, x z ~ ~ , 1 EOIRWILFNr m WATER MAN STANDARDS FOR A DISTANCE OF 1o FEET ON EACH ~
_ ~ , s1DE of THE PRINT OF CROSSING. ' ~R' j .n 1 ~ R ma Q ~
,~rt . f"= " ' •:r~..~~ ~s~' - - 108 , : ~ 1 rx' , , ,,..a 124 ~ 1 / ~ \ ~ 1 ...r .y;t+~:Y 123 ~ ~ : ~ a~.~ s°`~~ CROISSNO A WATER WW UNDER A SERER MANk WIDENER R IS ~ ' r+wf e ~ ~r+?we C. ~
~ 4,~?~~,c- 1125 ! - _ _ ~ `k' FF y,°'~"p'~,~,,',~ ~ I I t27 r 104 r f i ~ 1 uw w. ~Vi ?w.~ NECESSARY FOR A WNO'ER YAN 10 CR065 UNDER A SEWEtt MAN BOTH 1FE p„' Tit ~ 1 1I41ER IIAN AND THE SEWER YAN SWILL EE: CONSTRUCTED OF I?RR01~ G7
~ - \ i f j YATEIIALS AID WRH .IOIRS EDUNAI.ENi 7D WATER MAN STANDARDS FORA .T~ y r ; : ` DISTANCE OF 10 FEET ON EACH SIDE OF THE PONE aF CROSSING. ~
~ ~ ter ~ . 129 130 ~ i \ I ~ ' ~ ' „ o t~ ; ~ 0. CRO6SID A SEWER llE DYER OR UNDER A STORM DRAM: WHENEVER R 6
'1 ; 1 ~1t \ NECESSARY fOR A SETTER UIE TO CR06S A STORM DRNN PIPE, THE SEMIEIL
~ 131 102 L.fr 1~- s I O~R ~ TIE SWILL ~ LAD AT SUCH AN ELEVATION THAT THE OUTSIDE OF 1HE SEWER 1`~ I ~,~ati„'~ LNE IEAREST To nE auTSNDE of THE srornA DRAM PIPE sHALL MANTAN A 12 ~ ~ - - _ _ " ~ '4r NCH Cl!'AR SEPARATION DISTANCE. OR THE SEWER uNE SHALL eE
.'''w1" ` coNSrRUCrtn of TwcTl~ aoN PEKE oR ENrwsED N EmIER coNCaETE oa e
aq t';": ^~u"• ~ \ \ \ 101 ~ \ i ~~r ,y r ~ pllCtTiE RON PD'E FOR IFAST S FEET ON E1LFiER SIDE OF 1HE CROSSRIG. ,l
i l~f ° i' ~ l 131 ~ 1 \ 1 !f r. fx _ \ , /y~ \ \ ANN ][Q,L f f f l ~ /f ~ ` ~
.;..w \ r r 1 PBS 7 y SL. ,
SHAY STREET - ~ _ i ~ ~ \ ;~~r ~ Q~~ ~ M r _ ~ ; - ~ 133 . ` ~ !i y; ~,~a• ! "'~i f~{.Mh ti ~_U C` T ~ R. Y:' ~ ~ R ~ 1. ALL AID N,TlAOES SINOTN ON THE PLANS SIINI BE FIELD VERIFIED
'a . ~,t C, ~ ~ ~Z I` ~'p BY TIE CONLNICENt PRIOR 10 OOtb'RWICtION. OONTRACfOR SWW. NOITfY THE . ~h ~ \ ~ OWIER F ANY OISfAiEPAI1CIE5 DOST. PRIOR TO PROCEFDNG W[RN CANSTRUGTION
P ; ~ ~ ~ \ FOR NECESSARY PLAN OR GRADE CWWGES. NO ESTTRA C011PENSATiON SWALL BE A 4~ PAD TO THE CONTRALT011 ANY WORK DOLE TO DAYEIL~OIS OR GRADES SHOWN
~ ,ti • ~ NDORR~TLY ON THES[ PLAINS F SUCH NOTI1GlTi0N HAS NOT BEEN CNEN. G',~ I I~~Rtp •s 1 2. ALLE>~111G IJNDFACWIID~.tITLRlES.AREAPPR000MAiOY.LOCATED.ACTUAL
` ~ ~
~ LDG110N AND DEPTH To EE CONFIRLNm N FTE1D BTS~RE CONSTRUCTIaL ANY ~""f ~ olscrTEPANaES ARE SO eE REPORTED TO THE ENGNEER.
~ ,r- t 1 , ~ ~ ~ , , • ~ 1 ~ ~ a gwDwYr sEWER ATA NNi11ER S17LVICES NOT sHOwN ON T?RS PLAN FOR CLARIR'. SEE PLAN
t.~.~r ~ ~ r . f , I AND PROFlLE sHEErs FOR SOlNCE tAG110IIS.
- , ~ SEL t TT]POIIARY sroRM dpINGE EASfIfM TO BE ABANDONED DURING CONbTRIRTTON FOR ~ \ FTnuNe: NiYLSES.
- --1ti- + '~k4 F 1
i l t~ - 1b U1 to _ _'M;~~ ; ~ ~ 1 a~ ElE ESOEIDm TO NEBRON/SNUIN'S MBl A0. IiTERSECRON AS PART of PW~sE ~
f , 4 i / I[ ~ i , ~ 4 43..31_ 8P ~i"} W~ ilt ~r ` ~{~A , ~ ' 0 ' z
1 V .j x+~-~ x it''S.~x - 1 \ r -.1tc L ~ ~ - ~ a 1 r r- 1, ~ I
pp y yy c L ~ ,~~ar~~
1 ^ M 4~ NOTE: 1 r~..r o ~ ~e-a~ca~
ryF1 ~ 7~ t 4 W ~ I i.~a~ : ~ ~..h ALL SANTDIRY SEWER SERVICES AND WATER METERS SHALL EIE
INSTALLED N ACCORGAIICE WI1H CTIY OF DURWIM DETARS. SEE Q DETAL SHEE15 D-4 AND D-5. Q
g - ~~~k r=3 \ In TS
~ { F - 0 - NSTICE STREET . ; s x:. ~ - ~ t , , I-y I t
PUB C R/1N) , 4. U8 ~T - TSI 4~, Y .x r' ~WC ~ d 1 i'' - ~ 1
4 _T_' * E rl~
1
0 ~ S ~ - \ v ~ ~ a; ~,t n Tb TJ3 / - i ~ ~ _ r, xx 4
~ 1 I 4 N REx.ARD6 TO THE AREAS DESIGNATED AS 'RECREATIONAL. ARE'A' 1 _ _ 1 AND DEDICATED PARK': THE WORK ASSOCIATED WRH THESE
jj .s ; R,~ a no 4 I i Z 8 3 _ ` y, r i 1 ~ ~ ~ ~ \ , 1 Tt ~ 1 PLANS DOES NOi LNCUAE WATER AND/OR SEWER LATERALS DEING NSiAtLID TO SERVE THESE AREAS. WATER uNE r¢ ,
SANRARY STUB ours FOR THE TEMPORARY SALES CEMER ARE
tµ FRONDED TO AV010 FUTURE PAVEMENT CUTS. THESE AREAS 1 WILL EIE SERVED N THE FUTURE PER THE DEVEIDPMENT PLAN.
!p , I PRIOR TO SERVING THESE AREAS. A REVISED SRE PLAN WAl EIE TRH-02010
df~aN~C I c Q I I b r i/i 1 I T,s SUBMRIED THROUGH THE CRY/COUNTY PLANNNG DEPARTMENT _
ti. r ~ py ~ _ T41 FOR REVIEW AND APPRdVN:. ALSO. ALL STREfI$ AIxIACEM TO ~~T~102~O~U~-4A THESE AREAS WILL NEED TO lTE RESURFACED (IF UTMY CUrs
1 c~fr o>r nD»At[ Wt7tE NAOE). TO THE E9fTENT AS DETERMINED EK THE CRY OF atstat® M5A DT 1 POBZiC WORL4 DEPARI7~'J? IxJRFIAM ENGINEERING ORASIOFI aaa~N ar: GEG DT ~
m 1 r APPIDVED ~
t s ~ / t t! Q ~ Gi ~ ti,_ / I ~ t 1 "=120' 1 APR 1 2 2005
r ~ ,.z., _ s~. / 1 ° alp 04-U4-05
iL ~ 1 ' t_ r, 5 - NITfOtIM Try DAts GRAPHIC SCALY ~ xa. DENR • WATER QUALITY
,°s~ ry, ~ F~ x A,~p 120 0 6o 120 2+0 y~pgpNpSTORMWAIERTtRANCH - L
N DY?'!R
8 - 1 inch -120 !t DA78 McADAMS
rrnr~T I1RAtrrNC _ NfIT RTi'T.FARRTI >,nR C(1NfiTRTTCTTYIN
a an raa+ a.aann aa.v
IT
i POE
,~fr r f &wr"a' o

_ _ _ _ _
' i : !i:,nnv ~ ~-..e~ Pacel ID p: 765-Ot- 22 \ ( "w -W~ ~ Zoning. R-20 I I ~ ~ ~ ~
" _ - - - - - - - --~-_n~~n;'.~..~c--t,~ \ - - - land Use: Res/1 Fam ~ l.... rJ'l \ \ \ ~
l ~
~ ~ ~ A V A ~ 25. John & Addle Wlril led f ..l \ ? \s A ~ --~r ~ ~ 5027 Stooley Road 1 s ~ Durham, NC 27704 ~ EROSION CONTROL LEGEND
\ ~ \ ~ i \l;,_: .Gd. I 1 PIN N: 814-04-8 87 : \ - s ` \ \ ~ ~ ~ ~ I I Zoning -2D r
~ " ~ 't ! ~ Parcel 185-01 D21 I ~ ` \ 1 - ~ 1 La d U.e es/ Far .o..-- w ~ a 1. J I ~I I~ I II~~~II S LT FENCE OUTLET F
I • - - - ~ J I ~ ~ I
\Q, s \ 26. Some as p25 , \ ~ 1 PIN 0814- 4- - I ~ \C. V ~ ~ ~ ~ - 1 N 0 72 2998 I I \ ! ~ Zoning. R-20
- ` Parcel tD d '/85-O1 020 I I \ \ / ~ \ ~ 1 Land Use: Vacant Residential I INLET PROTECTION
~ ~
~ \ ~ ~ f I I fir.-- ; , ,G fi' I ~ x o FILTER BERM O O
I U d~ w z I
I ~ rn
C .f:. ~ ! ! i. r ~ r/". / ~ I 27. Nora L. Stanley I , 1 I CHECK DAM ^ 0.. "O ~ x
~ / - J ~ t ~ y 7?" ~ _ ~ ~ 1 501] Stanley Road I ~ ~ ~ r~ ! l r r"" ~ ~ "i / ~ 1 Durham NC 27704 ~ ~ I ~ ~ ~ ~ ~ t J 1 a"'• .r s`~' V ~ ' y ! ~ PIN q. OBJ4 04-J2-2884 ~ -SF -SF -SF - SILT FENCE ~ ~ ~
~,..r• ) ~ l~ / ~ Zomn . 8..20 ~ ~ .r a.....- , ~ ~ , ~.2/ ~ ~ ~ _i- ~ ~ ~ 1 P°roel ID 765-01-019 1~ ~ r I ~ Q. -TP -TP -TP - ~ a a
~ - - ! ~ - ~ I t. Land Use; Res/1 Fam" ~ ~ ~ r/ I TREE PROTECTION ,~i W ~+d w N
~ - , ~ A ~ I ~ ~ s° !c A ~ ~ 'I' 1 ~ I I LD ~ ~ z a LIMITS OF DISTURBANCE ~
( ~ ~ ~1 I/ ~ L ~ . 1 I 1 z z o WOODED AREA ~ w ~ O W
\ ' ~'.~'7~Y ! V y ~ 1 ~ ~ ~ 28. Troy C- Stanley ~ w I w xoo
~ ~V t i ~ ~ 119 B Dunstan Avenue ? .1 , ~ ~ .~.ti ~ ~ ~ ~ f ~ - ~ ~ ~ Durham, NC 27707 I ~ ~ DIVERSION DITCH ~ .i I
' CI,~ V. 'C` - ~ ~ ~ ~ I t ~_"'r•..r'~°fG~' _ a 1 J ~ PIN H 0834-04-72-2uH8 . ~ ,.r~ ; ~ ~ ~ , j ~ ! ~ ~ ~ 1 Par I I - o ' p°~ o w U~' 4D
. , ~ _ ~ \ fa ~ ~ : ~ 1 cc D q, 785 01-019n j / _ ~ d e!~ l~ I ~ ' ~ / f ' Land Use, Vaconl Residen C.ol ~ ^r ~ I ° o ° o° ,o W ~O ° o° o ° ° Z., 'd ~ r.
~ ~ ~ / ~ ~ ~ ~ / . ~ ~ I } ° ~ ° CONSTRUCTION ENTRANCE w W o ~u U' ~ ~
1;~ gyp' ~ ~ / ~I ,r 1 l ° ° z w~~ ° u ° ° ° o ° W R'i a ~
. ` ~F,~.( -a - ~ ~ 1 29. Thomas & Teresa Davis I\.:; ~ 1 ~ l Y l ~ ! ~ - ~j ~ ~ 1....~ 1 SOD7 Slonley Rood 1 I I I
F ..r::~ 1 / ,f~~" ~ ~ % as ~ _ Durham. HC 27704 } T~ , t t / 1 r,M, ~ I ! - / ! ( PIN k: 0834-04-72-25 h; ~ / X 4~ ~ / ~ ~ / / ~ 1 2onin R-2D I
1 O I /f Parce9lD N: 185-UI-018 / / \ ~ ,pa, ~ ~ ~ ~ ~ ~ I ` ~ ~ / land Use: Res/1 Fomlly I ,`,111p1111g77/l,/, caRp~
/ : - I l r l ~ I I . C X ,r / / , / 1. ~ , ~ / ~ 1 SEDIMENT TRAP ~
~ 1 ~ .i t~ ~ i I I~~ ~ ( 11 ~ / / ~ l l I iZ4 ; ~ Q ~
I SEA i 27
v r ~ ~ j ~ I 1 „'fF. ~ 'I' I ~ 1~ r / / ~ ! ~ ~ ? ~°RepB~o 0 B5 C~e,oeo 1
n~ ~ ^l.: I ~ ~ ! .I Pl~~~oA VD 1' hoc / I . GI N~~~ ' ' 5 ,c
TREET . ~ la3 I _ r / r' ~ / I~~ per~d~e° 1 t , l / ~ F. . 0 ,,,~Ol~ M F ,
~ ~ If~~ i v ~.v l I ~fllllllllll
\ F"~ o ~ d
VA _ y 1 / / ~I I • a ~p h { \ _ - - - - _ _ _ ~ EROSION CONTROL CONSTRUCTION SEQUENCE•
~l~ w - ~ v,A~_ t i I ~ 1; 5~;~a, ~ / ~o~~ I ~1
~ ~ '1 / \ r r ! `1 ~ s`a _ L,•.'.•- / ti ° d / o ~ j r 60 ,~y t6,p Cow ~ i ~ _ A - I ~ c t A \ - I / V Q,°° ~ od3°an'n~ c" 'f I °1I~o° i I. ~ f 1 1 ~ s' ~ tY o ac OOr r'uy I ~ 1. OBTAIN LAND DISTURBING PERMIT.
I I
o v 1 - I S ':1''~. 1 s v l ~ \ \ VJV e•OO E a_ , A A \ ~ ~i 1-~A woyo ~y,a rn x c ~ ~ - ~ i I - ~ ~ ~ ~ -A'te' : Dory'` ,3 O _ _ ~ - - __,I_. I I 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES SILT F N E CE, SEDIMENT TRAPS,
o ~ i ! } DIVERSION DITCHES, TEMPORARY HDPE PIPES TO OUTLET TRAPS, AND/OR OTHER
- j MEASURES AS SHOWN c _ _ _ _ _ ~ ~ ON THE APPROVED PLAN AND ANY SPECIAL CONDiTiON. NOTED IN
f , 0 a ^ / LETTER OF APPROVAL".
I _ ~ ` . ~ - CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL DEVICES.
I ~ t \ \ 138 1 ~ ~ ~ ~ ~ , - \ ~ a° o ~ ~ ~ ~ ~ / -T It I1 = ` X37 ` ~ ~ ~ ~ ~ A-. ~n A~,t h~.r~.a°~ / a~~~ I /
I. \ I Y ~ \ _ ...r _.:.,J//~'-. `0 \ ma°j~ n o0O r ~ F I y 1 I 1: 1~ A~ I ~ ~ ~ ~ ~ v r!`:. , ~ ~ OQ~oc ioa "fin^o ~r 4° b ~m g Z j I 3. PRIOR TO CONSTRUCTING THE DOUBLE 24 AND DOUBLE 42" CULVERTS ALONG MILLER z j DRIVE, A COFFER DAM WILL BE CONSTRUCTED BY THE CONTRACTOR AT THE APPROXIMATE o
1 I ~ ~ ~ \ ~ } \ 'a• l tie°oc / `~~~haon°° ~4` m° he` 1 \ I I b ~1 ? \ ~ ` \ ~ ? / Fo o~2O4i i~ $ ^h 0 0 } UPSTREAM LOC ~ ~ ATION SHOWN ON THE APPROVED PLAN. COFFER DAM SHALL STRADDLE
I FLOW CHANNEL AND TIE TO EX I y
I a _ \ I I~ J f r / ~ \ \ ! \ ~ \ / aOO2o : n ~~~.u°^Oi ^ rY 1 I ISTNG BANK. ASTAND-BY PUMP SYSTEM THAT WILL W I ACCOMMODATE A 10-YEAR FLOWRATE OF 20 CFS FOR TH a j E DOUBLE 24 CULVERTS AND
I Apo E ~ ~ ~`y~\ _ ~ ~ A:. ~ tl ~ ~,r A~~ OQF I 50 CFS FLOWRATE FOR THE DOUBLE 42 CULV R ! E TS SHALL BE PROVIDED BY THE
n c y ~ } CONTRACTOR TO PUMP IMPOUNuING WATER TO THE DOWNSTREAM SIDE OF TH ~ E
1 ~ - ~t,~ ~ - . ~ \ I ~ Qn l ~ POSE F(J ! ~ ~ \ , l PERMANENT CULVERT INSTALLATION. THE DOWNSTREAM DISCHARGE POINT WILL BE j 37. Same O.ner a~ '35 38. Paul 2, ,label Jeflnes
m'°a i ~V2f~`,~ ~ ~ 1 ~ ~ ~ ~ s ? 36. Same Omer os JS ~ D. Saml 1 d0 AL-" ~ L_A y A - A ~ p p t , \ ~ '1 PIN : 08J4-0,-82-0043 PI4 p: I i F - ~ ~ ~ ~ \ ~ ~ ~c~°,p S. J!' r 1 ~./rl 1., ~ \ .T~ I 1 \ I \ ? / Zoning. R-20 ~ Zonng. RiN oa3a-a4'sz-zo3z } s333 co~onodo o;~~e PROTECTED FROM SCOUR BY INSTALLING 6 CLASS B RIPRAP SEC ZION ON THE U Zoning R-~o ~ ~~°~'ot~e. zsz,~ DOWNGRADIENT SIDE OF THE CONSIRUCTION ZONE, Q'
1 °'c° ~'.1--~ - ~ A ~ \ Parcel lD p: 785-01-01; Parcel lD I °aa°N~ _ ~ 1 V~~ . ~ - 1. ~ ~ r ~ / Y ~ Land Use ~ A ~V \ ~ I ~ r ti ? Land Use: Res 1 7cnn! j Pacel ID M. 785-01-D IA PIN a: 0834-04-82-5033 Land Use: Vacant Resi~nlial Zoning. R-20
~ ...-r ! ! ! ~ ~i'~ _ _ ~ ~ ~ Parcel ID y'. 785-01-0,1 / - 7 555 Lond Use: Vaconl Re idenlin] / ~ O I J I,~_ t ( ~ NOTE: ALL WORK IN CREEK Sr-iALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF k-+ ~ co
- ~ . v b 1~ 1 ~ r ~>T"t DISTURBANCE. CONSTRUCTION L; THE CULV RT 7 ; ~ „ - _ E S WITH HEADWALLS WILL BE DONE AS ~
~ / EXPEDIOUSLY AS POS U~ ~ I -1- - T SIBLE ANL DURING FORCASTED DRY WEATHER CONDI110NS. WHEN
r • COMPLETE. SILT FENCING SHALL BE EXT ~ I ; ) : p1 ~ ENDED ACROSS THE HEADWALLS BEFORE BRINGING Z x z
1 x'116 ~ ~ ~ ~ ~ ~ ~ l 1 I r I~ I ~ MILLER DRIVE TO GRADE. ANY IN TA ~ I I ,j j ~ ) S LLED DAMS WILL BE REMOVED AT THIS TIME. ~ a
l j ~ , 1 _ __I NZwo 1 / ax 1 l i 1 1 L i _ Ix
~ / 1 ~ ~ 4. CALL 560 07 ~ ~ ~ e r ! I 35 FOR ONSITE INSPECTION BY THE SEDIMENTATION AND EROSION p; } ( J 1 l ~ ~ ~ CONTROL OFFI ~ ~ ~
s ~ _ } _ I ~ CE. OBTAIN CER fIFICATE OF COMPLIANCE. I j 1 I r i I x~ x
al^o° ~v ~ ( ~ ~ ~ d <-j . - I I ! ~ S, BEGIN CLEARING, GRUBBING, AND GRADING, MAINTAIN DEVICES A N • ~ a
1 ~ ~ ~ 1 l , ` ~ ~t _ d _ l I 4. I I S EEDED. . ( o ~ II 1 I I j;; a_, ~,J ,
I ova u~ ~ \ ~ ~ 1~8'; ~ / ^ \ - ~ `Aj`~ ~ ~ I': 1,.: , , ~ } I : t) / oa~h, LL THE PERMANENT STORMWATER COLLECTION SYSTEM AND PROTECT INLETS 1, 1 J 1 ~ ` l ~ - ,c~ ~ I , PAN f WITH SILT FEN A d"'
~ ~ Zanir CE, GRAVEL FILTtRS, AND/OR OTHER APPROVED MEASURES AS SHOWN ON
l -`i- 1 126 ~ / \ ~ ) f ~ Po«, PLANS. . 1 I - m~..~=a \ i ~ / , 1 Land {~i
I 12B ~ I \ ~ ;.I ~ o,~ ~ ~ w j- J III` ,i{~~>~ z ,f I ~ ~ 7. GRADED SLOPES AND FlLLS ARE TO BE PLANTED OR PROVIDED WITH PR ~
I T I ~ ;t ~d~ 129 13 r ~ r - r 1 ~ I_ _ t 1 ~ OTECTIVE f ~ ~ C o ~ ~ ~ I : - , ~ J,._ ; OVER SUFFlCIENT TO RESTRAIN EROSION AFTER THE COMPLETION OF ANY PHASE OF
I ~~~n .T~LL n ~1a- et ~ ~n:,¢r m m ,m'~, ~a=,! \ \ r r , ~ ^ -0/ / ~ j - .a ' ~ ~ GRADING. ALL AREAS UPON WHICH NO FURTHER LAND DISTURB d . I<' I / r l I _ ING ACTIVITY ~ ~ ~ WILL BE
SIN f`'..tta . ~ ~ 1 \ ) f ~ ~ j ( / I~ ~ I } I Ib UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN 15
~ ~ t } ~ ~ ,I a t ~ ~ I ~ WORKING DAYS OR 30 CALENDAR DAYS, WWICHEVER IS SWORTER.
~ I I r~
Z \ t I ~ ~ d l oiaarv°a*Ri' >.a' III I c~~~ \ I / z. ~ 1 2~ s \ 1 1 f `.-~'"l`v~\`~, . ~ ~ I ~ _ I 1 8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL FOR - - ~ i i , ~ I- , ~ ~ _ _ _ I ONSITE INSPECTION BY THE SEDIMENTATION AND EROSION CONTROL OFFIC .
.~~R 4~ r I ~ E
1 ~ !i ~ ! \ ~ i TREET I ~ fl ~ ~ , I l ! ~r II ~ ~ ~I ~ ~ I I , , 1.,~. = ~ J ~ 9. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING SEDIMENT
1 _t_ a i ~ L , 11 ~ / ~ ,1 t ~ <a, ~ f' I TRAPS, ETC. AND SEED, PAVE, OR RIP RAP RESULTING DISTURBED A ~ I ~ REAS. ALL
I - I I ~ - ~I~ - ! r l I % 134 99. ~ I ~ ~ I 1~~,~,:~~ ~ t,,, I PERMANENT EROSION CONTROL DEVICES I, ~ ,SUCH AS VELOCITY DISSIPATORS, SHALL BE
,4 l I 1 ~ II INSTALLED AT T HIS TIME. ~ Ji ~ II
I? ~ 1 / ` ! ~ I .~''i/~ ~ ~ ~ / 1/ l ~ , 10. WHEN VEG A
-j ~ ~ r ~ ~ f ,vim 98 ~ 1 ~j 1 ~ J~{. i 1,;,, - r ~ _ ~ ~ ~ ~ r~ i 1 1 1 I a I- -~(}1 _ 135 ~ ~ / { / / ,j j ET TION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF THE SITE ~ \ / \ I l r ~ ~ l IS APPROVED OBTAIN CERTIF
I i! ! ~p I 1'..µl Y ~ ~i ~ \ ~ ~ 1 - 1 ~ i~ / / . ~ ~I r ~ I ~ ! ~ ~ ~ I KATE OF COMPLETION. 1 ?~.a ~ ~ ~ ! MCI
1 ~ ~ / h ~ ~1 p~ .-4 I ! Ili ~ / 6 I1 I :;,i''` . / , C / ,i ~ ~
r } / I NOTES.
p ~ _ ~ I ~i ! ~ ~ r~ Y I l - ~ l e ° ,~j , ~ Ol s~L ~ 1 ~ 4~ { ~ ~ \ 1~ ~ d~ J ~ 1. A / ~ l f ~ LL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD ~ ~ ~ J I ,
Esv ; - i.v~'/,; ' ~ r' ~ 7' ~I ~ 1 ,,,tai P~'~ \Q a .q ~ Nz v ov `='I ~ .1~/ ~ \ I ~ ~i!^~..~ ~ r 1! ~ , UI~S~,,~,Ji~.~' - iC)1 I I ~ \i L . s__8 ~ I ~ / d ~ J J I . VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SH ~ / l ~ i, / / j ALL ~ a / / i ~ NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDIN
ELF ~,w 1 ~ ~ -T - I _1 _ ~.-..-}l~ ; ~ ~ 1 ` - , . i~~ l 1 ~ ~ G WI TH / ~ ~ 1 CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
I r , _ ~ Ii~ ~ ~ 1 1 ~ / 1' ~ j ~ / ~ 1 COMPENSATION ~ , ~ SHALL BE PAID TO THE CONTRACTOP, FOR ANY W / ~ / ORK DONE DUE
~rN,~o ~ ~ ~ - ? I , I ~ I . , ~ , - ~ - r _._J ~ , ~ ~ ~ ~ I 7...; . ! II! I I \ I ~ ~ 1 ~ d~ / ~ TO DIMENSIONS OR GRADES SHOWN IN C~ ~ lJ f I CORRECTLY ON THESE PLANS IF SUCH ~ ~ ~ l
~p ; I .1~--I _ _I_ ` / 1 ~ 1''~" II ~I r 11 a~ ~ / ) ~ wpm o ~ I 1 ) . f I ~ ~ / 1 t ,7 ~ ~ ~s~-zd / ~ NOTIFICATION HAS NOT BEEN GIVEN. ~ i~ 1 ~/l / 1 ~ ~ - n°~a;.~auvucf~~ ~
- ~ I I .o._ I I .l ~ 1 I I ~ 1 I p ( ~ I I~ Q ~ _ I I ,1 I~ I ~1~ 1yh Or~u Urn: I:: i I ~ III 1 „1~ ! ~ L~' 'C / / i' ~ ~ oa, 2. DISNRBED AREA PW 4 = 11.00
z , ~ ~ I , f
- ~ _ t U ~ ~ v - c z ° t k3~r _ • ~ ~ ~ f Ar ~-'b.._,,, r A J ~ Cry I) I ~ P~ L l~:Y~OaaNJ 1~~. ~ I I I II ` I ~ f / r•4 ~'~I ,P I' 1 /I ~I 1 ` ~ ~ ~ ~ I °~„ha' DISTURBED AREA (PH 6) = 14.80 AC / m nl. O , , I Parcel
~1 ~ t. ~ r ~ a 11 ~ I I I i j T~~ ~ I ; Zanlr,( TOTAL DISTURBED AREA (PH 4 & 6) = 25.80 AC ~ O , I' Lend I
r< I r I ~.;Il-- v-'~,, ! :~~f;. r fl ~ l-~r-~ I ~ lIi , I .~1 ~ t__ _ _ ~ rT54 ~ ~ - I ~ ~ I ~ j 3. THERE MAY BE WETLANDS ON THIS SITE. IT IS TH ' ~ ~ 91 E OWNER S RESPONSIBILITY Q
STREEI'1 . { ~ ~ae r~~R~ ~ I I~ 4 ` T ~ - t . I • I I l TO LOCATE ANY JURISDICTIONAL WETLANDS AND PERMIT DISTURBANCE PRIOR TO
1 _ I \ 1 1 1 Sin I I I~ ` ~ . ~ ~ BLIC RAW) I - / ~ ~ r R . I ~ ~ ~ 41' I T30 , ! ~ ` ~ ~ ~ v~ EST ~ I ~ ~ ~1 ~ . I I ANY GRADING ACTIVITY. r~o ~ . _ ~ f
~ - P ~ T3 _ _ ~ I n~ ~ b ; ~ 4. SILT FENCE AND TREE PROTECTION FENCE LINES ARE ALSO LIMITS OF
z `F'I I 1 ~ T4 con m I ~ - i , ~ ~ ~ ~ ~ ~ ~ j DISTURBANCE.
l N I F 1, 1 i~ _ - 1 I
~a . ~ ~ r ( - - / is i , . - - I I I I ~ ~ ; = ~ ~ III ; II ,
r ~ ~ \ I ~ . T2 TJ4 t- ~ r I r' r-- ~ I~ 4 TJ4 T47 ~j ' I / II ' ~1
o i ~ r ~ ~ , 1~ - ' I o 1 =1.1:~ ~f ~ ! ~ ~~'yl~~ ~ ~ / ~ 111 T2.JI T 4---- ~ - T ~ T T J II . T45 i~,~ ~i ~,~i ` 1
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Re. g u .L.l__1J L .LJ__lJ L1. ~1_U I I I 120
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A~Ullk RUM A - - _ JjMcADAMS - FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
f

- 1,
EROSION CONTROL LEGEND
S F1)IMEIVT TRAP Pf~SE4;- ST-1 S ®IIVI('1VT T[t~fil' PHASE4 = ST-4
DISTURBID AREA = 2.83 c. DISTURBED AREA = 1.26 ac. a
TOTAL DRAINAGEAREA = 2,83 ac. TOTAL DRAWAGEAREA = 1.26 ac. ~II~~~~~~I~ SILT FENCE OUTLET
SEDIMENT STORAGE DEPTH = 3.5 ft SEDIMENT STORAGE DEPTH = 3.5 ft /
DEPTH TOCREST OFSPILLWAY= 4.0 ft DEPTH TOCREST OF SPILLW AY = 4.0 ft INLET PROTECTION Q
DEPTH TOTOP OFBERM = 5.0 ft DEPTH TOTOP OFBERM = ~.0 ft ti
BOTTOM LENGTH= 79.0 ft BOTTOM LENGTH = X0.0 ft ~ r
BOTTOM WIDTH= 34.Oft BOTTOM WIDTH= 17.Oft FILTER BERM / \ r l•
TOP LINGTH = q9 0 ft TOPLENGTH = 70.0 ft \ [p ~.1 u~ r \ ' Qw'
TOP WIDTH = TOP WIDTH = 37.0 ft 54.0 ft CHECK DAM ~ I ~ ~ ' O O
LENGTH OF WE[R= 10.0 ft OF WEIR = 10.0 ft \ \ U ~ J ~ \ w z I
STORAGE UIRID = 5094 cu. ft. STORAGEREQUIRED = 2268 cu. ft. -Sf -SF -sF - SILT FENCE ~ T RA = S 0 GE PROVIDED 4820 cu. ft. ~ ~ ~ o ~ ~ / a ~ o
STORAGE PROVIDID = 12380 cu. ft. - TREE PROTECTION / ~ ~ ~
LD lD LIMITS OF DISTURBANCE \ I ~ c, ~ ~ ~
SF~IIMFdVTTRAFPAASE4 ST`2- / ~ ~ ~ a ~ a O w
WOODED AREA DISTURBED AREA = 1.7~ ac. ~ / ~j W N ~ ~ i ~ rl
TQTALDRAINAGEAREA= 1.75 ac. DIVERSION DITCH ~ z ~ ~ i I z , ~ / o 0
SIDIMENT STORAGE DEPTH = 3.5 ft a o 0 0 0 ~o 0 \ a. coo
D _ oa ~a~~ o~ ~a EPTH TO CREST OF SPILLWAY- 4.0 ft ~ o ~ o ~o o ,r o , ~ ~ ~ , ' ~y% '~o ~ O
DEPTH TOTOP OFBERM = 5.0 ft o ~ a CONSTRUCTION ENTRANCE - ~ ~ ~ ~ o U] F l
BOTTOM LENGTH - 55.0 ft p o ~ ~ o d; x~ ~ Hop ~ I W Ri ~
BOTTOM WIDTH= 26.0 ft ° ~ o o ~ ~ ~0 / ~ Z ~
TOP LENGTH = 75.0 ft
TOP WIDTH = 46.0 ft Q ~ .r. , ® ~ wi * 01 ~ ofi--- ~ E= w x a 334 F SF -gal
LINGI'H OF E[ _ W R IO.Oft SEDIMENT BASIN ~ / SF
STORAGE REQUIRED = 3150 cu. ft. _ - ~ / ~ t r ' ~ ( CA rr,,~
STORAGE PROVIDED - 7210 cu. ft. a2 Rp
r y T56 T T58 : ~ 75 / ~ ~
SEDTMIIVTTRAP PHASE4 - ST 3' E - R / ~ ~ ~ T60 61 T62 :Q ~ 'd G L do IPRAP SE
DISTURBID AREA - 1.72 ac. s~ `1 , Rl~' R_ - c 1 - HO SESHO INL AS N 7 ,j I STy' ' I ,
TOTAL DRAINAGE ARFA - 1.72 ac. 7, ~ LI 0 v~ ~ ~T ~ ~la,., ~ ~ DETA1ll SHT D~1) ~
SIDIMENT T RA DII'TH = ~ ~ S O GE 3.S ft ~ 5 ~i I ~ .,8~ ~5
DEPTH TO CREST OF SPILLWAY= 4. ~ ~ ~ ~ 5~ 0 ft , ' ~5~ T55 ~ 'prpp F\~~.~ + .41 ,,rr~$ M ~
DEPTH TOTOP OFBERM = ~.0 ft ~ 18' ~ I , o ' TEA 18" I ~ ran, TE ORA~- - - I , _ I N
BOTTOM LENGTH = 54.0 ft o ~ ~ o HDI HD E ~ - ~ T54
BOTTOM WIDTH= b .--r / ~ = ~ ~ I
~ TOP LENGTH= 74.Oft _ VEL & RIPRAP ~I - g I
TOP WIDTH= ~ ~ ~ ~ ~ ~ ~ ~ ~ S SE 46.0 ft _ SHOE INLET B _ / ~ ~ (SEE D - 3 a
HOFWEIR- lO.Oft ,1P.- - - to 0o ai
T29 ~ - RE UIRED 3096 cu. ft. _ f 3 _ +00 I - _ i 1 1,1
STORA GE PROVIDID = 7090 cu. ft. ! ~ i " ~ T52 - I ~ I I ~ I P'RIVATB g
= - i ' ~ ,L , 18 MPORARY \ I 1 ~ ~ I
- ~ ~ ~ N \ ti ~
18 TEMPORARY . ° Sf - , ~ ° ~
HOPE ~ ~l- ~ ~ I\ T31 ;;~T=3 GRAVEL tPRrsP _ = ~ & RIPRAP ~ r~ :-~lST=3 'h ~ I ~ ~
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~ - (SEE DETAIL SHT - _ - - ~ SEE DETAIL 42 + 3~ ~jll i - T32 ,,y F 9 ~
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- - ! I I ~j ~ f I 34 , A''3A~ 2 BUF ~ Z W O i T4S ~ ~ ~ j IS REQUI AND I LU ~ a ~
I ~ T35 ~ , 1 I ~ ~ o I ~ - - - - ~ THE 1 ' OP SPACE ~ ~ ~
~ I O x~ I j FORS LTIFAMI AR O _ _ no n2 n3 na ~T FENCE / Q ~ ~ ~ n5 n
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(EXISTING 60' PUBLI( P
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_ McADAMS FINAL DRAINING NOT RELEASED FOR CONSTRUCTION

EROSION CONTROL LEGEND
_ ~ ~ ~ SIDIlVIF~ITTRAF gASE6 - ST-5 ST 5 SmIl~IflVT.TktA.F PITASE6-- ST-6.
V' ALINE CHANNEL w/ 20 LF ~ _ ~ ~4 ~ 6° CLASS B RIPRAP ~ - ` _ s ~ _ - _ ~ DISTURBED AREA - 2.29 ac. DISTURBID AREA = 2.14 ac. 'I I~ SILT FENCE OUTLET
I ~ ~ TOTALDRAINAGEAREA- 2.29 ac. TOTAL DRAINAGE AREA - 2.14 ac.
+ ~ ° ~ ~ SEDIMENT STORAGE DEPTH = 4 ~ ~ I \ ~ i - - A 4 - 3.5 ft SIDIMENT STORAGE DEPTH - 3.5 ft I ~ NLET PRA TECTION
~ ~ 1 - \ ~ DEPTH TO CREST OFSPILLWAY= + \ ~ SAY= 4.0 ft DEP'I~H TO CRFST OF SPILLWAY= 4.0 ft
I COFFER DAM ~ ~ ~ SEE NOTE 3 \ DEPTH TO TOP OF BERM = U 5.0 ft DEP'T'H TO TOP OF BERM = 5.0 ft ~ •
s ( ~1 ~ \ - y, , °o CONSTRUCTION SEQUENCE) \ BOTTOM LENGTH = - FILTER 6tRM ~ ~ N 70.0 ft BOTTOM LENGTH - 63.0 ft x o
\ + ~ • 0 0
~ ~ I ~ , _ ~ ~ N _ ~ BOTTOM WIDTH 29.0 ft BOT'POM WIDTH = 30.0 ft CHECK CLAM U ~ ~+wzl
~ ~ ` - ~ , ~ I I ~ ~ ~ TOP LENGTH - 1 ~ 1 90.0 ft TOP LENGTH = 83.0 ft ~ o --SF -SF -SF - SILT FEN: E ~ ~ x o
TOP WIDTH - 49.0 ft TOP WIDTH = 50.0 ft ~ a
\ _ \ ti ~ ~--.~paooo. ~ LENGTH OF WEIR= _ - TREE PR~iTECTION ~ d N 10.0 ft LEN(.TH OF WIIR 10.0 ft ~ a
\ a ~F-;. ~ ~ ~ _ ~ ~ LIMITS OF DISTURBANCE ~ Q, O
- ~ STORAC~REQUIRED 4 SESHT20F2 ~ 4122 cu. ft. STORAGE REQUIRID 3852 cu. ft. w ~ w aN
- v STORAGE PROVIDED = S ,aS SIB OF 2 1 _ _ 9740 cu. ft. STORAGE PROVIDED = 9110 cu• ft. WOODED AREA ~ Z ~ z z
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I ~ r ~ ~'0 + \ - 4~.0 ~ TEMPORARY 105 Z x z \ O pl , ~ ~ DOUBLE SILT Q ~
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r ~ ~ ~ I , ~ h'A ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ SF i , ~ ~ v~ ~ s ~ s E CHANNEL a p l ~ r 102 ~ , ~ \ ~ - o A
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' STORAGEDFT'I'H = 3.~ ft ~V ~ ~ ~ SmIIviINT \ \ r ,.:w ~ N ! v I
DEPTH TO CRFS'I' OFSPILLWAY= 4.0 fi ~ \ ~ 6 INLET ~ ~ ~ 1 I i I PROTECTION ~
? ' DD'T'H 'CO TOP OF BE~tM = S.O ft \ - ~ \ , ~ i t : ti , ~ I 1 TYPICAL ~ )
I i - BOTTOM LENGTH - 55.0 ft I ; - I . , / I I ~ ~ / r. + t0
I ~ - ~ j BOTTOM WIDTH- 25.Oft I f ~ - ~ ~ ~ ~ 6 / / ~.5: ~ ~
TOP LENGCFI - 75.0 ft ' I ~ ~
~ I TOP W IDTH = 45,0 ft f ~ - < I I I t \ \ ~ 140 ~ ,r >>x ~
~ ' ~ LETIGTH OF WQR= 10.0 ft ~ \ - I \
~ STORAGE REQUIIZID 1962 cu. ft. ` ~ \ f' I k ~ STORAGE PROVIDID = 6990 cu. ft. ~ ~ ~ \ ~ \ 1 cp T ~
I ~ t` ~ ~ ~
~ i ~ . \ i ~ , 139 _ - E \ ~
i ~ I ~ ~ G~
l - I / EROSION CONTR L LEGEND t ~ r ~ : 0 s - ~ ~
r I - / ' ,I _ ~ s ~ ~ Q
~ ~ \ I \ 138 TEMP RARY 1 I i ~ DICER ION I ~ ~ 6 \
' 1 S LT FENCE OUTLET I i v 1111111 I r \ ? ~ ~ DITCH TYPICAL) - ~
I ~ r ~ . /
O \ f 1 T Tl N ~ .C ` \ I LET PRO EC 0 \ 137 ti ~ i
F1 \ \ ~ i \ ~ 6 ~ V ~ ~ V ~.2g
\ r ~ ~ _ r~ v ~ , I ~ s \ i
FILTER BERM r i ~ ~ \ TEMP00 DNERSION OI1CH ww
S~ \ ~ I o ?8 + FOR OFFSII~RAINAGE \ \ 8 n 6
CHECK DAM I ~ ~ ~ \ N `e d ~ 28
- f - - 6 ~ ~y \ ~ I
-SF-SF-SF- SILT FENCE ~ ~ - ~ ~ ? r o ~ + , \ \ 4 ° ~ i ~ m 6
~ - TREE PROTECTION ' ~ , \ J` ~ I N N ll \ -
~ ~ LIMITS OF DISTURBANCE ` ~ ~ \ ~ / \ \ ~ I/ I I\ ~ \ ~ I
\ \ ~ + ~ \ UNE CHANNEL I ~ 6 ~
WOODED AREA I ~ ~ J ~
I: ~ ~ DIVERSION DITCH ~ ' 1 \ 6" CLASS B ~ I ~ ~ PROJECT N0.
0 o i \ RIPRAP ~ ~ n m TRH-02010 \ ~
- o 0 0 0 0 0 I ~~P :Jz J - ~ 50' STREAM BUFFER ~ \ ~ ~ - 1RH02010-EC2-PH6 \ I I (MEASURED FROM TO \ -
° o o ° CONSTRUCTION ENTRANCE ~ ;I p~ 0 1
° -.o°fP .en X n ~F 1. 51...tet F.~..~ :~d5. - //Ils. \ ~ I ~ ~ COFFER DAM OF BANK) n~cxsu NLT
0
s u ° o e. '500 o° 1 :0 d (SEE NOTE 3 DRAWN BY: GEG DDT ~i CONSTRUCTION SEQUENCE) u. a R 1 - SCALE: n e
u F \ N _ t =40 0 ` ' 40,0 PR
GRAPHIC SCALE r; DATE : _ _ 03 24 05
° SEDIMENT TRAP 40 0 20 40 80 SHEEP NO.
-13
s' i 1 inch = 40 ft. \ 6 v ~
r t- ~ H d Y H T20F2 FINAL DRAWIN
5 A.; McADAMS 1--OF 2 NOT RELEASED FOR CONSTRUCTION
c
it

' J
Q F-
SPEC IAL COND ITIO~TS FOR STfE PLAN - I APPROVAL
m
PDR SPECIAL cor~ITIONS: ~ Q ~ z U DRIVCWAYS Mt157 BE 20' IN LCNGTH;PS MEASUR® PROM THC RIGHT-OP-WAY LINE. - Q Z
Z J 2) FINAL PLAT AND DEED DEDIGATIId R16HT-0F-WAY 70 Q J O
BE REGOaIx~ PRIOR TO ISSUANCE OF BUILDING PERMIT. J J ~ J ~
aJ~o 3) AT THC nME oP TFe PINAL Pv.T, gaGU.,tN7Anpa WILL E>e PROVIDED SHOWING THAT PROPER LEGAL PROVI51015 1 I+OhE01MER5 A55GCIATION pEGIARAIi 10N OF COVENANTS App RESTRICTION FOR THE GOMMiON (NGLUDIN6 ATrORPEYS GERTIPIGATPJ HAVE BEEN MADE POR THE ESTABLISHMENT OF A W ~ ~ - U _
LANDS. AREAS FOR PERPETUAL OWNERSHIP AND MAINTENANCE OF COMMONLY Ohl1ED AND IMPROVEMENTS AND 1- = N ~ O
(n ~ ~ °..l,DralT 7 SETS OP GONSTRUGTION CRAYIIN65 TO EN6INEERIN6 POR REVIEW PRIOR TO APPLYING FOR A BUILDING PERMIT. Z ~ I ~ ~ O Z ~ I
S) R16~T-OP-WAY DEDICATION POR HBBRON ROAD SHALL OGGIIR PRIOR TO THE ISSUANCE OF ANY BUI \ Z z J- APPLIGATION. LDIN6 PERMIT. A COPY OF THE REGORDEI7 PLAT rr+ALL BE SUBMITTED WITH THE FIR57 BUILDING PERMIT ~ Q O Z
I Q~ ' b) THE DEVELOPER 15 RESPONSIBLE FABRICATION ANp INSTALLATION OP ALL REOJIRp c~~ AND PAVEMENT MA J ~
AND MARKINGS PLAN TO THE NATION DIVI 1 RKIN65 WITHIN THE PUBLIC RIGHT a- ~ 50N AT GONSTRUGTION PLlW STAGE FOR REVIEr1 AND A -OF-WAY. THE DEVELOPER SHALL ~,L'MIT A 516NIN6 BE IN PLACE PRIOR TO ISSUANCE OP ANY GERTIFIGATE OF OGCIIPANGY. P~OVAL SIGNS AND PAVEMENT MARKINGS yOvW ON THE GONSTRUGTION DRAWINGS MUST } C Q
rv
!Y ~ 7) BY RFPERENGIN6 ROADh1AY IMPRO}/EMENT~j ON THC PLAN. TIE APPLICANT Q Q ALLOW THEM TO FUNCTION A$ NOTED ` TO CONSTRUCT SAID IH?ROVEMENi+y PRIOR TO ISSUANCE OP GER7IPIGATE Of OGGI.PANGY IN A MANNER THAI WILL z TIE PLAN AND IN ACCORDANCE WITH ~pOT AND Gltt Qf DUIFIIAM STANDARDS AND POI,IGIES. TH15 INCLUDES (WHERE A I
TRANSITION TAPERS, ALIGNMENT OP 1HRg1GF1 INTERSECTIONS, A550GIATEp SIGNAL MODIFICATIONS, PAVEMENT MARKI PPROPR ATE) BUT NOT LIMITED T0: ADEQUATE PROPOSED ROADWAY I AND BIKE LANES, TFE APPLICANT AL50 ACCEPTS THE FINANCIAL RE`.~PONSIBILItt F ASSOCIATED SIGNAGE, GLRB AND GUTT£R COORDINATION WITH OTNER
ACCOMMODATE THESE IMIPROVEIHENTS AND ANY REQUIRED SIDEWALK CONSTRUCTION. ENGINEERING DETAILS REGARDING ~ AGOI1151TION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO J STAGE. ~ ALL ROADWAY IMPROVEMENTS WILL BE ADpRE55Ep AT THE GOk~iTRUGTION PLAN W
8) ALL SIGHT DISTANGC TRIANGLCS MALL MAINTAIN A CLEAR LINE OP I ~
S 6HT BETS-@N A HEIGHT OP 2' OPP Tlf 6ROI1Np qpb A FEI6HT OF b' OFF THE 6ROUIm.
9) A COPY 01` THE RECORDED PLAT F~jR THE DEDICATED OPEN SPACE MUST BE PRESENTED PRIOR TO 15511ANGE OF BUILDING PERMIT.
10) ALL SIGNS ANp PAVEMENT MARKI,' ' WI ON TF~ 'P~ GONSTRI,CTION pRAWIN65 T MU5 BE IN PLACE PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
IIJ. MAXIMUM IMPCRVIOU9 9iJRPAGE OT: SC:E IMPCRVIOJ9 CHART BELOW POR MAXIMUM IM°CRVIOU9 PCR INDIVIDUAL T LO
GENERAL a,JPE~+I~. GONDI IONS: I) POR S17E5 CONTAINING PLOOOPLAI ALL DEVELOPMENT WITHIN TI$ PLOODWAY AND PLOODWAY PRIN6C, INCLUDING PI
STORAGC OP MATERIALS AND ST . OF TOXIC OR PLAMMAEIIP SUBSTANCES, IS PROHIBITED EXl.CPT AS PROVIDED BY ~ NEW GONSTRUG7ION, SI.C15TANTIAL IMPROVEMENTS, MANUFACTURED HC>tlSIN6, APPLICABLE FLOOD HAZARD REGULATIONS,
FLOODPLAIN ELEVATION(S): 282, , ~8 FLOODPLAIN ZODE: A AND AE
FEMA MAP NUMBER:STObS000S46,~T063C.OGK~6,
FEMA MAP DATE: FEBRUARY 1996 ~
THC PLOOD PLAIN LINO AND CLCVATIO¢; SHOY11 ON THC 517E PUN IS A BEEN APPROVED BY THC GIT7 Or pU^' ! PLAIN LINO AS SUBMITTED IN A LOMR (LETTER OP MAP REVISION) POR ENO RIVER TRIBUTARY ~I. TN15 PACKAGE HA5 AND SUBMITTED TO FEMA PGR APPROVAL. TIEREPORE ANY LOTS ADJACENT TO TIE PLOOD PLAIN SHALL NOT BE BUILT UPON UNTIL THE
LINE IS APPROVED. ONLY TFE STREET ,4~ LOTS THAT ARE LOGATEp EAST OF TFr£ STREET 5Fi/yy BE BUILT UNTIL THE ~~O`~D PLOOD PLAIN PROPpSEp FLOOD PLAIN LINE IS APPROVED
2J STREAM BlfFERS SO FOOT WIDE ~`dPISTURBED STREAM BUFFER EACH SIDE OF STREAM, I'EASLRED FROM TOP OF B MAINTETIANGE OF EXISTING VEBETATIGW PERMITTED. A1+K. No GLEARtNS oR 61¢ADINS OTHER THAN sELECn~r TNINNIr~b AND oIeDINARY
S~ BINLDIN65 Alp OTFER FEATURES T'+IAT REQUIRE GRADING AND GON5Tfa1GTION SHALL BE SET BACK AT LEAST IO' FROM THE EDGE OF THE 811FFER i
( 4) CITY WATER CASCMCNT: GENTERLIt; OP 20 P00T WIDC CITY OP DURHAM WATER . CMmANICMCNTg, TREES OR O95TRUGTI FERMI SUD,EGT TO TERMS gTATED IN THC DEGLARATI
~RELIMINA~Y ~'L~iT / TTED WITHIN THC CASEMENT PJcGEPT AOCORDING TO TH05C TERMS, 01'1 IN REAL ESTATC BOOK ISIO, PAGE 958. NO STRUCTURES. PILL, S~ GIN. CENTERLINE OF 30 FOOT WI E Gltt OF DURHAM SANITARY
EMBAl11CME1TT5, TREES OR OBSTRUGTI PERMITTED WITHIN TIE EASEMENT ~ MENT. SUB.FLT TO TERMS STATED IN TIE DECLARATION IN REAL ESTATE BOOK ISIO, PAGE 958, NO EPT ACCORDING TO TH05E TERMS. STRLIGTURES, FILL,
bJ CITY STORH DRAINAGE GCNTCRLINE OP 20 FOOT
WATER PAGILITIES IN THIS CASEMENT ?M+INS WITH T1FC GRANTOR If THC PROPCRtt ~ WITNIN DRAINA6C CASth~NT. pWty~P OP, AND RC5PON51BILITY POR IMPROVEMENT AND MAINTENANGC OP STORM TERMS AND RESTRIGT10N5 STATED IN HE 'REVISED DECLARATION OF RIGHTS AND PRIVIlE6E5 pP pp T~ Gltt, THC CASCMENT AND AGGC55 POINTS TO THC CASEI•ENT /VIE g11B,pGT TO T}1C
BOOK 2298, PAGE 208, WHICH T I5 INCORPORATED HEREIN. THIS EASEMENT Alp REVISED DECLARATION IN STORM WATER MANAGEMENT FACILITY EA`rEMENTS' RECORDED IN REAL ESTATE STRUCTURES, FILLS, EMBANKMENTS OR ~STRUG710N5 PERMITTED WITHIN THE EASEMENT EXCEPT DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS,
AGGORDIII6 TO THESE TERMS, 7) STRCCT EASCMCNT NOTE: SOP IOC CITY OP DURNAM PUBLIC STREET EASEMENT, SUB,EG7 TO
CMBANKM2NT5 OR OBSTRUCTIONS ITTED WITHIN ThE EASEMENT 7YE TERMS STATED IN THE DECLARATION IN REAL. CSTATE BCOK 2350, PAGE 938. NO STRUCTURES, PILLS, EXGPPT ACCORDING TO THOSE TERMS,
I~ DJ ROOT ZONE PROTECTION AREA, ECIlALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES OR
A~• SIX-FOOT RADIUS, WHICHEVER 15 GREA TER NO DISTURBANCE ALLOWED WITHIN THIS
~~B~o~v ~ Du ,nor-~r~ 9) LAND~,~QAPE RE-INSPECTION PEE, CI~GH LANDSCAPING GO MPLIANGC INSPECTION AFTER THC INITIAL INSPECTION WILL INCUR A ?IOp RE-INSPECTION PCE. PAYMENT MIST BC RECEIVED 81' THC GGUNTY PLANNING DEPARTME`.NT PRIOI~TO RE-INSPECTION. DURHAM CITY
10) 7pWUipME DEVELOPrENTS MAY
n T T T DESIGNED AND G01L~+TRUGTEp WITH PARKING AREAS IS USED, T}IE TRAVEL AND PARK D~ ON 8071) SIDE5 OF THE TRA IN8 Mess vEL LArES. TNIs sHALI. ee NOTED As rwvATe Access AND cGMIr+oN coNFIGURATION Is Nor ro BE Go1tsIDERED A STREET. IF THIS OPTION
TI$yE AREAS WILL NOT BC A°,f~1GNCp h STRCCT NAMC, NOR WILL THCY AS SUGlI, Tl! DCVCLOPCR SHALL AC,KNp1~E~pSe AND MAKC 1 Lr PR05PEGTIVE BUYCRS AWARC THAT AND COMMON AREA PROPCRTY IS DeSGRIBCD IN THE CVeR ~ CLIGICLE POR MAINTENANCC BY THC CITY OP DURHAM. ThE , # GOVeNANTS AND THAT THE DEVELOPER WILL CNSURC THAT ALL OP THE
HOME OWNERS A°6/GIATION IS RCSPON.518LC POR THC MAINTENANCE OP THIS ARCH. THE FOLLOWING NOTC 51iALL BC ADD® TO ALL 517E PLANS AND PLAT A~.AGIATED WITH THE DEVELOPMENT, 'T}E DRIVING ANp PARKING AREAS SHO1N ON TH15 DRAWI DLRIIAM STREET STANDARDS. THE FEAflJI¢E5 WITHIN THIS AREA AREA PRIVATE AND WILL NEVER BE ELIGIBLE FOR PUBLIC MAf TED AS 'PRIVATE ACCESS AND GOMt~ION AREAS' DO NOT MEET CITY OF
NTENANGE'. ~ II) ALL UTILITIES SHALL BE INSTALLED UNDERukOUlp,
PROJECT NUNiBEI~:
~ 12J TOWNHOU°,~E PATIOS CANNOT BE IN '(FE TRANSITIONAL USE AREA.
131 ALL SIZES, MATERIALS, SLOPES, LOCATIONS, EXTENSIONS Alp DEPTHS FOR ALL PROPOSED UTILITIES (WATERLINES, SANITARY SEVER LINES, AND STORM DRAINAGE CONVEYANCE SYSTEMS) SHALL BE REVIEWED AND BE `.A1B.EG7 TO APPRGVAL BY THE GlTY OF CIIRMAMI ENGINEERING DIVISION AT CONSTRUCTION DRAWING
DATE: JANUARY 13 REVISED: FEBRUARY SUBMITTAL. ~ 14) THE DC516NING CN6INCCR (A NGPE) YULI: SUDMIIT 3 SETS OP
C.OIISTRUGTION DP.AWIN65 (PLAN t PROFILE IP RCQUIR®) TO Cltt CNGINCERIN6 POR REVIEW AND APPROVAL BEFORE STARTING DONS (ALLOW A MINIMUM OF 2 WEEKS REVIE/~I TIME. NOTE, THE APPROVAL OF CONSTRUCTION DRAWINGS 15 SEPARATE TRUGTION
FROM 517E PLAN APPROVAL, ISJ WATER AND SChEIt PERMIITS ARC RCQUIRCD POR THIS PROJECT, _
1 ~ tb A ) COMPLETED STORMWATER FACILITY MAINTENANCE AND OPERATIONAL PERMIT AGREEMENT WITH APPROPRIATE
REVIEW PLANS WILL NOT BE REVIEWS:) WITH OUT THESE ITEMS. CONTACT STORM WATER SERVICES ~ Sb0-4326 FOR ALGULATIONS AND DETAILS M15T BE °.A/BMITTED AT TIME OF GONSTRI,CTION PLAN
TIOH. ITJ PAYMENT-IN-LICU OP OPCN SPAGC YALL DE RCQWRED POR'ID LOTS
REVISED: 1VIL~RCH 3 ~ ID) SMOOTH GOIS9„OhERS ARE LOCATED IN THE RIGHT - -OF WAY ON THE SOUTH SIDE OF HEBRON ROAD AND ARE ON THE FEDERAL ENDANGERED SPECIES LIST. ROADWAY IMPROVEMENTS WI
C,OFl5TRi1GTED TO AVOID IMPACT TO THk'~~' E PLANTS. LL BE
REVISED: APRIL 29 PIN r1UMBERS: PRIOR TO FINAL PLAT APPRCr/AL,
~ u oN PRELIMINARr PUTS: CITY GREt NWAY (EA5EMI81T/FEE SIMPLE TITLFJ TO BE DEDICATED TO THE CITY OF DURHAM AT TIE TIME Of FINAL PLAT APPROVAL.
2~ POR PRO~GT-°: WTH GRCCNViAYS~ ON FINAL PLATS, 6REENVIAY EASCI,>i=TIT pCpIGATED TO THC CITY OP pURHAM BUILDING OR LAND DISTURBANCE CXGEPT ACCORDING 70 TF105E TERMS; PUBLIC AGCC55 GRANTED. OR DCEDED TO ~AGCORDING TO THE TERMS STATED IN REAL ESTATE BOOK 1503, PA6E5 898-899. NO
TY OP DURHAM IN PEE SIMPLE POR CITY 6REENWAY, PRIOR TO 156UANGE OF 6RAI)IN6 PERMIT: L
I) FOR SITES GONTAINt~v WETLMpS, STATE AND FEDERAL PERMIT AUTHORIZATION MAY
DISTURBING ACTIVITIES IN OR NEAR A ~._AKE, STREAM, GREEK TRIBUTARY OR ANY UNNAMIED BODY OF W,gF~gip DEHNR AND THE U.S. CORPS OF ENGINEERS PRIOR TO THE GOMMENGEMENT OF ANY LAND 175 ADJACENT WETLANDS.
2) PROTECTION OP CXI5TING VEGETATION: A7 THE START OP GRADING I NVOLVING Ti$ LOY[RING OP EJtISTiNG GRAD[ AROUNp A TRCE OR 9TRIPPIN6 OP TOPSOIL, A GLEAN, SHARP, VCRTIGAL GUT SHALL BE MAD[ AT THC CUSS OP THE TREE SAV;` AREA AT THE SAME TIME A5 OTF;ER EROSION
PARTHCST AWAY PROM THE TREE TRUNr; AND tea- ~~S ARE INSTALLED. TNF TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OP THE GUT
TRESPASSING SHALL BE ALCOVED WITiNN TIiC BOUNDARY OP THC~PROTEGTED AA GO1LiTRUGTION IN THE VICINITY OP THE TREES IS COMPLETE. ND STORAGE OP MATERIALS PI E RSA. LL, OR EGUIPMEM AND NO
SJ TREE PROTECTION FENCING MU5'i 1 : IN PLACE PRIOR TD ANY DEMOLITIOIy LAND DISri1RBANGE OR ISSUANCE OF A GRADI NG PERMIT,
PRIOR TO APPROVAL OF GONSTf~UGTION PLANS:
IJ FOR SITES REQUIRED TO HAVE AN E',NGINEERED STORM WATER MAINTENANCC PERMIT A6RECMENT, PA',MENT OP T}IC STORMWATCR PC k1L tt FERMI ~ GON•.aTRUGTION PLANS WILL NOT BE APPROVEp PRIOR TO RECEIVING AN EXECUTED STORMIVIATER FACILITY OPERATION
T PEE (2Q00 PPR CN61N_ AND MAINTENANCE O' THE FACILITY (Si14FT`,' E65CD Gw1 F~`;... ;":!F\' or 1~'?^;~ SIG T r,,,. `EKED°~ORM WATER GONTROU, AND PERPCNAL SURETY POR THE CONTINUED OPERATION AND - ` G'.'-'~ A`:' OfiM WATEi-a 5l.r.vi~ES DIVISION OF TFE PUBLIC WORKS DEPARTMENT.
2) FOR PROJECTS THAT HAVE WATER/SEVER EXTENSIONS, A. ALL GONSTRUGTION SHALL CONFORM TO LATEST CITY OF DURH OF DURHAM EN6INEERIN6 DEPARTMENT SHALL REVIEW AND APPROVE THE CONSTRUCTION DRAWINGS PRIOR TO ° 11TTIN6 THEM TTANDARDS. B. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. Ti+E CITY
0834-04-62=6000 _ - _ O THE STATE FOR APPROVAL.
PRIOR TO GONSTRUGTION OF IMPA, - U THE LocAT1oN oP THE sIDEwAiKS :~++olw oN THIS PLAN Is scHEMAnc. A uTY OF DI,RHAMI Alp/oR NGDOT
0834-04-10-2822 REQUIRED PERMITS, PLEASE CONTACT "TIE CITY OF DURHAM ENGINEERING GONSTRI.CTION INSPECTION OFFICE AT 560-43O~RPEitMIT 15 REQUIRED PRIOR 70 ANY GONSTRUGTION. AFTE/f 08TAININ6 THE TIE PROP05Ep SIDEWALK PRE-GONSTRUGTION GONFERENGE AND FIELp VI51T PRIOR TO ANY WORK ON
0834-04-70-4823
0834-04-11-7367 2) CITY Or DURHAM DRIVEWAY PCRMIt IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTION. SUBMIT PLANS POR DRIVEWAY ODTAIHING ThC PCRMIT, PLCASE GALL I;TTY CONSTRUCTION INSPECTOR PRIOR TO START OP GONSTRUGTION AT 560-4526, PERMIT APPROVAL TO CITY EN6INEERIN6 DEVELOR~IiT REVIEW AFTER
0834-04-81-2382 3) NGD07 DRIVEWAY PERMIT REQUIRE.'! PRIOR TO CONSTRUCTION. G~NTAl.T Mrn/rt sr c~1~n~.
PRIOR TD ISSUANCE OF BUILL71N6 PERMIT+
IJ FINAL FIAT AND DEED DEDICATING RIGHT OF WAY TO BE RECORDED PRIOR TO TFE iSSIIANGE OF BUILDING PERMIT.
2J A SECOND POMT OF ACCESS SHALL BE GONSTRUGTEp PRIOR TO THE ISSUANCE OF THE 41ST &11LDI
TAX MAP NUMBERS: ENTRANCE. N6 PERMIT OR PRIOR TO THE 61ST BUILDING PERMIT IF TF~ FIRST POINT OF ACCESS IS AN UNDIVIDED
X85-OI-001 PRIOR TO ISSUANCE OF GEitT1FIGATE OF OCCUPANCY OR ZONING GOMPLIANGE PETMIT:
X85 -O I -001 D I~ 6REENWAY PLAT TO BE RECORDED PRIOR TO THE ISSUANCE OF GERTIFIGATE OF OCCUPANCY
2J ALL LANDSCAPING M:ST BE IN PLACE PRIOR TO REQUEST FOR A GERTIPIGATE OP OCGI,PANGY OR GER'fIFIGATE OF 1 GGMPL ANGE.
785-0 I -001 G AN 'AS-9UILT' LIGHTING SURVEY WILL BE REQUIRED PRIOR TO T}€ ISSUANCE GF A GERTIFIGATE OF
785 -O I -001 A 41 A LEFT-TURN LANE ON HEBRON Rpm AT SITE WILL BE CONSTRUCTED PRIOR TO THE ISSV OCOI,PANGY. ANGE OF ANY CERTIFICATES OF OCCUPANCY.
785-0 I -001 B
SITE PLAN APPROVAL STAMP
TOTAL PDR LOT IMPERVIOUS •
• • • IMPERVIOUS/ LOT NUMBERS TOTAL
LOT _ I MPERVIOUS
O 5F. / 14 24,25,26,2-1,28,44,48, ? O
~¢~P~t'~ 63b4b1b8,12,13,88
E~ 2,400 SF. / 29 29,30,31,32,33,34,35, 31,41,4349-62 - 6`ib00 SF. - b5 bb,
69-11
2,450 SF. / I 39 ~ 2,450 5F.
4 Q 2,550 SF, / 3 36,42,45 r 1b50 5F.
J 2b25 SF. / I 40 ~ 2,625 SF.
~i 2b50 SF. l 3 38,4b,41 1,950 SF.
2,09'i SF. / 20 14-85,84-96 41,940 5F.
~ p ~ < Z FELIGIA ST.
h P MELANIS ST. 2,390 SF. / I? 52-56,145,253-255, 40b30 SF. 216-21'1,280-285
v ti X w t ~
t ~ > NIGOGC sT. ~ ~ k a A F NSTON 4 1,847 SF. / 24 119114-I1 I 6, 88,140, 144,328 SF.
~ ~ o ~ nce sr. ~ 192,19'1-201,231-233,
°i 0 0 251-259 ,265-269, 279 J
u~i HEBRON RD.
1,801 SF. / 21 86,81,130,139,112,113, 31,b21 SF.
0 51 TE Q wv ti 111,118,119,180,181,181, I
~ a 191,193,194,195,196~56~ 13,21415 r
°ti RD ~
a D ~P~~~ 2020 SF. / 126 91-118,120-12q, 254,520 SF.
o o ~ 131-131,142-144, 146-11102-230,
~ rn 234-252,260-264,
~ r o D z 210-212 18
m N I,ilS 5F. / 4 138,140,141,189 1,100 SF.
z Q _ TOTAL SHOWN 516,614 SF.
~ ~-1 a +~uV 111~G C~, CO~~O7?T PDR LOTS MAX. IMPERVIOUS 516b63 SF,
w ~ W. GARVE 5* 1S TOTAL 23 LOT CLUSTER IMPERVIOUS
o C-2 SIfE PLAN EXISTING PLATTED 5F. c5,200 SF r V'
Q ~ o C-2.1 SITE PLAN DATA
S z z T DATA SHE ET
- C-3 SITE D Z ETAII,S~ \`,,,1111111,,,,
C-4 GRADING P o LAN Q P ~ ~ LAN H ~ o % QZ , ..o... ~ .~1 Rp
T
C-5 UTILPIY P LAN L ~ -
J, ~01S °~1JN3~ C-6 LIG ~~~d dM. HTING PLF~N _ 105 • - r SEA •
a ~ L-1 LAAJD _ _ _ ~ ~ ; Y: ~ 24680
SCAPE FLAN _ 7 d ~ yQO~, ~ V . E PLAN
y ' ~r' ,
ti IN•• f?~ ,,rrr ,~tigN ~
0 9 05
0 N Z ENG IN EE RS P LAN NE RS SU RVE YO RS
Q
r RES EAR CH TRIA
H NGL EP ARK NC
i P.O. _ BOX 1400 5 Z IP 2 7709 4005
G - - _
X 919 - 361 _ 500 _ 0 F AX. 919 361 2269
I'RI?1.1\ilV"ll~,l~ I)fZ:111'1\G - \0']' DELI?.1SED FOR CO\ti'I'I:; (11 j

- I~ o• ee,eS- ~'`e. souMwwl, w,c. _ ~ - sa. c ~ ~ ftT7P, ~ sno s101 Z4. Davy 1 Dorothy JESR~ebrf ,mod ~ sla Stanley Roca _ '-"`f^S ~ E
' rEl h oes4•os.4a-nes ~ Paul ~ h ~06-0IO04 WfIM Tonhg, 1-S 1 \ PIN ! ,NGm04 ~ SITE LEGEND PIN e, 0854-04-'16-2M8 € "
Lard Uie~ IND/ Mh ! Qu f Porn Parul ID '185-0I t V 1 v R_ZO ~ SIGNAGE
\ \ ~ \ 1 ~ 25' OPEN 5PAGE _ _ _ - - Rees Fanl ! - - -
` - - J - - rh - - . J - - cl., POWER POLE
d \ \ \ ~ ZONING INE ` wlr -wlc \ (TYPICAL}---.. ? ~ 25. y I i 2s. b ~ tea ~ TRAFFIC DIRECTIONAL ARROW
\ \ ~ 269 n r 1xy 4 \ Z73 f I I _ PI ~ I Q z 1
` ~ _ \ I \ \ \ 272 I 27t I 270 L 5. S.F. I R 1 0? 1 0 0 1- h I L 5, S - I \ 11 ~ ~ n ~ ~ ~ O 5.100 S.F. 5,037 S.f, i I.on $ ~ ~ HANDICAP PARKING STALL Zon ~ tR-20 ~
fi4„~ ~ \ I / ~ \ ~ - \ ~ 274 kC793 S.F. < pa ' f n ~ C O ~ \ 66 Por 1'YCt 185-0I 21 I .E I v < ;
I O ~ I 1 ~ 7 ~ \ Q' 66 SF. _ ~ \ - ~ ~---32~. ~ jP°'~~ P I~ ~ i- - - - ~ HANDICAP RAMPS • - - - ~yqT l 1; ~ (1Z ~j
I l ~ ~ , ' a: 1 I ~ ` \ ~ . RAMPS NE:.,:. E ~ •OO~ - I \ ti?? ~ 27s ~ ~ - - - I - pa '15 ~ ¦ • PHASE LINE ~ O
> _ - 1 1 I s.F. ~ ~ 10' NO BUILD ZONE \ / r p f ~ ~ ~ S ~ \ '1 ? / ~ ~ 267 FOR STREAM BUFFER \ ? p ~ ~ / I 2 2 Foning~ -20 { y. U -r
g ~ ? £ I . ; tom, ae s F. P b 8 \ 1 ti ~ _ EX15 n_ S o_ a p p ~ (TYPICAL) ) 2r6 ~ A K - \ ~ 5' 51 JAL PUB I Parul ID i -ol-o~o - - PROPERTY LINE IJ-1 M~ W Z, I EX15 630' Lcnd ue: v s i y G7
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O ~ 1 ~ 1 tv ' ul - \ ~~~t ~ ~-e: ~ ~ PHASES 1,2,345 APPROVED FOR GON5TRUGTION
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3 (TYPICAL) ~ I ' ~ ~ / / ~ O r Lad uee~ vccon! Reekbntual zon"9 25 MA55 GRADE R / 1 ~ / / / 7,754 S.F. , ~S, Pawl ID 1; 785-01-Du / ~ - / ~ REVEGETATION Q1,
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r0~ 171 F 1 n2 I / -n ( ee ,JSS~ O l~ t,1 ~ f~ / ~ 6 T6 ~ 111 / / ~ 363 S.F. ~ i . - - W O 1 ' . ~i ~6~~ ~ 1 167
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EASEMENT k ~ ~ 2 1 i} l ~ I 7,600 1Z9 ~ 130 1, ~ ~ / / ~ ~ ~ ~ 5,759 ~ ~ER-""'Y,~ / 5.922 S.F. , ~ ~F66 5F. 1 ~ 6_050 S.f. W Perin ID 1~ 785 1-010 ~
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~ Q o - ---~w e-. O ; ~ , I ~ J / , _ _ N_ N ~ I I / 4 r Oi 19 \ ~,n° ee N 'B n ~ ~ < •-T O I 5' SIDEWALK Z. 1 1 A ~1 ~O i © LL p ~ Z O
~ „ ! ~ I R / ~ 10,005 S.F. \ ,450 S.F. ' _ ~ f I (TYPICAL) I I O ~ ~ ® ~ r"-
r ~ , ~ ~ \ ; 9,093 S.F. ~ i r- a $ ~ / ~ \ Ss - - t ~ ~ O N o I ~ m - ~ 1 ®J I
I ~pp i to \ ~ i 2N' N i ' I q d ~ V 2 O \ ~ 1 {y I O ~ r / - _ ~ ~ _ L- ~ ®p ~ p p p p ®I ` A 20' GLAS BUFFER 15 GAL ANDER COURT 4D' aueuc R , 2s' e ®J ~ ®~.~'-.l 24' ~ ~ QUIRED b INCLUDED
0 ~ ~ ~ 11 142 S.F. O I 74 .F. I / t 8,5 S Z ~ , O t ' ~ 8,48 S.F`. ~ X769 S.F. 574 S.F. ~ • , 81KE RACK ~ + ~ ~ • " ~ (TYPICAL) '--"1 i - ~ N THE 100 N SPADE
Q ~ ° 9 / ~ ~ AA q?. . i ' ~ \ C~ 36 -awe uf'r'~- d I ' ~ 0 ~ k ~ 10,067 S.F. ~ 0 , A a ~ r r s I _ L - ~ ~ ~ - ~ ~ ® p ~ FOR THE MUL I MILY Y R - - - L- / AREA. '
W ~ , { s ~ 21 A ~ , ~ ~ 7,119 S. F. F- \ 4 , ~ \ ~ 1 , ~ ~ ~ i ~ 4 1 ~ I N_. a r
„ d ( ~ V. , t ~~V 11,348 S.F. ~ ,p 42 I 5 ~ ( ~ 2 a~- ~ ~ ""-14 I e n it m rn WW ® © / 8,330 Sf. 1 1®©©© +C~' O O ®O F- ~ i ~ _ J ` I 1 d ~ ~ / PEN SPADE '
o ~ - - - ~ - ~ j' 10,010 s.F. o ~ ~ ' ~ \ 40' Pueuc _ . L a " ~ , > O ~i ~ AREA 'G' - 1 r ~ ~ 1 ~ ® MAIL
BLOOD PLAIN NOT)<: I I / ~ -i , ~ \ ~ . J Rw. 25' , , I I k / ~ I 1 ~ _ _ - _ ~r 22 \ F e/e t ~ r , ~ „ - _ O 14,251 S.. /joy' 11,365 S.F. m X b 1 KIOSK ; (0.92 AGE ' i 11,365 S.F. ~ CLUB HOUSE ~ ~ N '
- FLOOD PLAIN LINE SHOWN 15 PER FEMA CASE NUMBER 0304-229P FOf~i ~ ~ ~ ( Fn - I ~ 13,461 S.F. > ~ ~ / ~ a ~ ? O AND POOL BY 25' S' ~ a',/A1~ ~?GGE~55-'$ a _ q . g / ! ~ ~
- _ I i/ ~ T MR FOR ENO RIVER TRIBUTARY KI SEE GENERAL SPECIAL 0. I \ y 8,577 S.F. O , / ~ ~ I OTHERS ~ ~ 9 ~ , I ~ ~ - ~L' / ~ PROJECT NO.
a CONDITIONS ION THE COVER SF~ET). I ~ ~ p ~ J 1 ~ ~ ~ J ~ ~i 1 I / m ` 6 r ~ I Q ~ O ~ ~ _ 36 t 10 ~ I ~ ~ r w ; TRH 02010 ~ ~ r Fun~RE a ,
20,127 S.F. ~ O O ~ ~ , 1 , E ~ ~ ~ t ~ a 15,823 S.F. O 1 11 294 S.F. ~ / O a I , ~ ~~pQ m ~i 17 ~ DUMPSTER 1 ~j 1 I / FILENAME: 1 v ~ ; ; / 1 / TRHazo~ o-s3 O ,6 ~ I ~
c ~ I I r 9164 S.F. - ~ 23 B 450 .F. cn --1 g ~ ( °i O i S 1 I ~ O~ A' ~ I 1 I o/~ ~ , 9,154 s.F. 6 51DEWAl. 1 1 I I ~ m - 1 ~ ~ ~ 6,299 S.F. TYPICAL ~ ©O O ® U I ~ / / ! ' / ( ) , < 'DESIGNED BY:
tt ~ I 291 .F. > 11 / c I i ~ Q z , I 2, 2S 1 I i 1 m i' I ~ 1 ae C0. _ L ~iw~ 11y'~' / tL ' I ~ 1C ~ - - - 1 ~ ~ 3 , ~ ~ / KH ~ ~ 6 - - - - - - - ~ ~ -lUA-1W-lUA-1W- lUA-1UA-NA--•NA-IUA- - - - - - - - - - - - - - - - - - - ~ i ~/i
~.~~L t ~ ~ , ~ I ~ ~ C ^ uy - II. ~ 4 1 N E - - lUA - lUA - lUA - NA - ~ DRAIIN HY: - NA NA NA tUA R1A --1UA - lUA - ~ ~ / iW NA / ,
cn I 30' OPE SPAG rn ~ - c , I ~ I I ~ TAPER 30' OPEN SPADE ~ ~ ,
.E I ` ~ / / ~ ~ ~ SCALE. ~ ~ - ~ i/~~/ - s 12 MADE RIGHT TURN ' '
0 DATE: ~ 2 /04 5~o c-,
0 N - "'~i ' TAPER 9 ~ , _ - ~ ~ n ee~~-~.~~ • ~ _ - - GRAPHIC SCALE
~ a ou au ~._~ou,..-..a~~--emu.: d ~~,p -~~...~-.wa~ni. - a~ - } I ~..bve - - -0D-TAKER - - _ - _ SHEET N0. _ O SO 100 200
F- E 10 Rlvenhore Road ~ ~ ~ i °~'-'0tl Ite1! Il01~10-- +
~ ~ PIN CkY-0 ~01 - - - - - - ' ~ PIN M: O ~-69-6961 mNG 12'N1D - - LANES LANES / / 1 inch = 100 ft~ 0 2-~+-6661 10'x'10 516HT O TRAN51TIb
y ~ Parcel ID ~e2-01-001 ~ ~ 51DEWALK 30' RIGHT-OF-WAY Pcrcel m rt, 189-01~ a m e, ~bs-oi-0o4 TRIAN6LE5 ~ A~ T- F-WAY MCADAMS I. ~-2 T'rPIGAL (EXISTIN OP DEDIGATO , . t \ : - ~r)1 G[~.].EaSGD FOR C'(1\~~'IRUCTION
l R-~~~ ~ ~ ~ (~IG,e,L DPDIGATION u,g. I-~ use s \ land Use, ores c key ores ( ) /
a_ X

0 R P R O GT T D
TA
OWNER: D.R. HORTON, INC. - TORREY 3949 BROWNING PLACE ~I~
RALEIGH, NORTH CAROLINA 21609
PIN: 0834-04-62-6000; 08340410-2822.0834- - - 04 10 4823;
0834-04-11-1361; 0834-0481-2382
TAX MAP NO.: 785-OI-001;185-OI-OOIA;185-OI-OOIB;
185-OI-OOIG•, '185-Ot-OOID U
S
» TOTAL SWANN'S MILL AREA: ~ ~ ~ ~ a o
130.016 ACRES I ZONING: • 0 0 ~ U er
PDR 4.35 (81.20 ACRES) R-20(D) (42.81 ACRES) C w z I
0 MAX. OVERALL IMPERVIOUS: 31.22 ACRES (APPROXIMATE) (24A5) n a °o ~
TOTAL NUMBER OF LOTS: 400 LOTS 1 ~ a D 4 SIT DA d TA
• ~ a
Lr7 a O a w~ 51 TE DATA: ~~11 w ~4 ,.a N
FLOOD P AIN • L NOTE. 51 TE PLAN ~~OTES ~ z ~ a PDR SITE PLAN ACREAGE: 81.20 ACRES z ~ O
i~ FLOOD PLAIN LINE SHOWN IS PER FEMA CASE NUMBER 0304-229P FOR THE LOMR FOR ENO RIVER z EXISTING ZONING: ~ ~ W ~ ~d.+ O O
TRIBUTARY 1 SEE GEN R ~ ® ° ~ ( E AL SPECIAL CONDITIONS 1 ON THE COVER H f~ ~ ! _ N S EET). PDR 4.35 (81.20 ACRES) fl, a O O
l - J K ~X O~F~~ PROPOSED USE: 262 SINGLE FAMILY LOTS, 115 TOWNHOMES AND ASSOCIATED .-i rn x I INFRASTRUSTURE; UTILITIES; LANDSCAPING; AND OPEN SPADE. I.) ON PRELIMINARY PLATS: CITY GREENWAY (EASEMENT/FEE SIMPLE TI TO B ll Q'
ROW NOTE d ~ DENSITY: TLE) E DEDICATED AT THE ` V TIME OF FINAL PLAT APPROVAL w U ~ O
SMOOTH CONEFLOWERS ARE LOCATED IN THE RIGHT-OF-WAY ON THE S TH OU SIDE OF HEBRON ROAD DENSITY ALLOWED: 4.35 w a C7 ITY PROPOSED: 4.34 U/A 2~ FOR PROJEGT5 (PRELIMINARY z d ~ ^
AND ARE ON THE FEDERAL ENDANGERED SPECIES LIST. ROADWAY IMPROVEMENTS WIL CONSTRUCTED TO AVOID IMPACT TO THESE PLANTS. L BE PLATS) APPROVED FOR PAYMENT IN LIEU OF OPEN SPACE DEDICATION: ~ w • O NO. DWELLINGS ALLOWED: 318 PAYMENT iN LIEU OF OFEN 5PAGE DEDICATION TO BEM ~
ADE PRIOR TO THE APPROVAL OF ANY FINAL ~ ~ NO. DWELLINGS PROPOSED: 3TT (PDR) PLATS. ~ Z W O
w aa„ MINIMUM LOT SIZE ALLOWED: 5p00 SF MINIMUM LOT SIZE PROPOSED: 5p00 5F 3J STREAM BUFFERS: 50 FOOT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF 5
FROM TOP OF BANK. NO CLEARING OR GRADING OTHER THAN SELECTIVE THIN TREAM, MEASURED
dl'aw5 MAXIMUM IMPERVIOUS SURFACE 3500 5F AVERA NIN6 AND ORDINARY ( GE. 2,228 SF PER LOT} MAINTENANCE OF EXISTING VEGETATION PERMITTED. ~~unui~ PER LOT: ~~~~i
1~~~ t MAX. BUILDING HEIGHT ALLOWED: ~ ~~R 90' 4.) FOR PROJEGT5 SUBJECT TO FEDERAL FAIR HOUSING REGULATIONS: BE ~ MAX. BUILDING HEIGHT PROPOSED: 35' ADVISED THAT THE ~ Q?.• NDS~ ;
PROVISIONS OF APPENDIX II OF THE FEDERAL FAIR HOU51N6 REGULATIONS (AGGE551BILITY GUIDELINES - ~:o ~ :y AVERAGE LOT 51ZE, '1,105.25 5F GFR, GH, i, SUBGH. A APP II 24 , • ~ ;
J , )EFFECTIVE MARCH 6, 1991 ARE REQUIRED ON THIS PROJECT. IT IS THE ~A~ - ~ SETBACKS: RESPONSIBILITY OF THE; OWNER/DEVELOPER/BUILDER T - =
R 0 D 5T , D T 0 COMPLY WITH THESE REGULATIONS. AL50 BE _ * .y ~ O ALLOWED, AWARE THAT THESE REQUIREMENTS ARE BEY OND THE 5GOPE OF VOLUME I-G (HANDICAP ACCESSIBILITY) - ~o
,r FRONT, SIDE, REAR: 8' OF THE NG STATE BUILL>IN6 CODE AND A5 5UGH THE BURDEN OF C.OMPLIANGE IS BORNE BY THE ~L CORNER' 10' OWNER/DEYELOPER/BUIIDER ,
T ~ . 6 5 E A ~ D TA GENERAL NOTES: ~ PROPOSED: OPEN SPACE TABLE: •
~ ~Z. R 20 (D) AREA: 42.81 ACRES (1,861,417 5F} 2 ' ~ ~ ~ ; 2 FRONT, SIDE, REAR: AREA 'A': 0.86 AG. 5.) TOWNHOME DEVELOI t,-LENTS MAY BE DESIGNED AND CONSTRUCTED WI 8' AREA 'B': 6.43 AG. SIDES F TH PARKING AREAS ON BOTH , r K ~
I. STREAM BUFFER: 50 FOOT WIDE U ~ ~ NOTE: THE FOLLOWING CALCULATIONS ATR BASED ON THE 8230 NDISTURBED STREAM BUFFER EACH SIDE OF ~ CORNER: 1O, 0 THE TRAVEL LANES. THIS CONFIGURATION 15 NOT TO BE CONSIDERED A 2 ~N STREET. IF THIS OPTION ~ ~ / AREA 'G'. 0.42 AG. 15 USED, THE TRAVEL AND PARKING AREAS SHALL BE NOTED AS "PRIVATE
CLUSTER ACREAGE OF Ib.g9 ACRES. STREAM, MEASURED FROM TOP OF BANK. NO CLEARING OR GRADING OTHER THAN ~ SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION ~ ' " - - MINIMUM BUILDING SEPERATION: ib' POOL: 129 AG. AS SUCH, THE DEVELOP,=R SHALL ACKNOWLEDGE AND MAKE P ACCESS AND COMMON AREAS".
(THE 42.81 ACRE CLUSTER SUBDIVISION WILL BE THE FIRST PHASE OF PERMITTED. A 10-FOOT BOIL IN ~ ~?!'d102f.s THE 130 ACRES COMPRISING THE OVERALL SWANN'S MILL D 6 SETBACK FROM THE BUFFER IS REQUIRED. ~ AREAS WILL NOT BE A~+516NED A STREET NAME N ROSPEGTIVE BUYERS AWARE THAT THESE OPEN SPACE: TOTAL: 10.00 OR WILL THEY EVER BE I r~ THE CITY OF DURHAM. THE DEVELOPER WILL ENSURE THAT ~ 61BLE FOR MAINTENANCE 8Y PDR OPEN SPACE REQUIRED: 8.1 AG. (1055) NOTE: 0.03 AG. OF OPEN SPACE ` ALL OF THE
SUBDIVI510NJ 2. 5TATE AND FED ~ ' ERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE ~ ROPERTY IS DESGRIE?''.D IN THE GO NA AND C.ONIMON AREA PDR OPEN SPACE PROVIDED: 8.1 AG. (1055) AREA 'A' 15 IN FLOOD PLAIN. 2 VE NT5 AND THAT THE HOME OWNERS ASSOCIATION 15 RESPONSIBLE
MINIMUM LOT SIZE: 1O~D0O ~ NGDEHNR AND THE US, CORPS OF ENGINEERS PRIOR TO THE GOMMENGEMENT OF II pp FOR THE MAINTENANCE OP THIS AREA. THE FOLLOWING NOTE REQUIRED TREE COVERAGE: 2055 ALL TREE PRESERVAt ~ 0_`~ PLAT A , 5HA`l-L BE ADDED TO ALL SITE PLANS AND
LOT AREA: 6S ACRES ANY LAND DI5TUR81N6 ACTIVITIES IN OR NEAR A LAKE, STREAM, GREEK, NUMBER OF LOTS: 23 TRIBUTARY, OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS. PROPOSED TREE COVERAGE: 20q, ION) i1.4 AG. ~a ~ SSOGIATED WITI~ THE DEVELOPMENT: "THE DRIVING AND PARKING AREAS ALL TREE PRESERVATION) 11.4 AG. ~ 8 NOTED AS "PRNATE AC,GE55 SHOWN ON THIS DRAWING AND COMMON AREAS" DO NOT MEET CITY
AVERAGE LOT AREA: 0.28 ACRES (12,325 5F) (TREE COVERAGE 15 MEET WITHIN THE ~ THE FEATURES WITHIN THIS AREA AREA PRIVA OF DURHAM STREET STANDARD5. DEVELOPMENT PLAN ON BOTH PDR AND ~ TE AND WILL NEVER BE ELIGIBLE FOR PUBLIC MAINTENANCE",
IMPERVIOUS AREA PER LOT: 2,400 scl.ft. 3. SANITARY SEWER EASEMENTS: CENTERLINE OF 30-FOOT WIDE CITY OF DURHAM I SANITARY SEWER EASEMENT, SUBJECT TO TERMS STATED IN THE DECLARATION IN R-20 D ZONED AREAS) ' bJ JUSTIFICATION FOR PROPOSED FILL IN FLOODPLAIN A
BUILDING YARDS/SETBAGKS~ FRONT - I1S FEET REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, EMBANKMENTS, TREES, ND REFERENCE TO HEG II STUDY: ACTIVE OPEN SPADE:
SIDE 5TREET - IS FEET OR 085TRUGTION5 PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO SIDE 1.5 FEET TH05E TERMS. ~ ACTIVE OPEN SPACE REQUIRED: 5'15 SF, PER LOT = 211,350 SF (4.98 AGJ 1) INDICATE IF ~ r CJ 3 ~ C: 517E WILL BE MA55 GRADED OR IF GRADING WILL BE DONE ON I ACTIVE OPEN SPACE PROVIDED: 6REENWAY EASEMENT, 112b53.45 5F ? BEM NDIVIDUAL LOTS. 517E WILL
REAR - 12S FEET ~ A55 GRADED BY f'FPASE. PERIMETER MA55 GRADING BUFFER SHALL BE TI~NTY-FIVE (25 FEET AN ~ (A PAYMENT IN-LIEU SHALL BE PROVIDED 5HALL ACHIEVE TF~ ST.4NDA ) D FOR SHORTAGE) G RDS OF BUFFER INTENSITY GLA55 2 IN ACCORDANCE WITH SECTION 10.2.4, I TOWNHOME PARKING, r~ Z BUFFER WIDTH.
4. WATER/SEWER EXTENSIONS I MIN. SETBACK TO PERIMETER LINES: SIDE - 30 FEET PARKING REQUIRED, 230 SPACES, 2NNIT " `F'7 `S ~
Z / A. ALL GON5TRUGTION SHALL CONFORM TO LATEST GIN OF DURHAM STANDARDS. REAR - 25 FEET r''~? ,,.~1 B. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM PARKI - N6 PROVIDED, 260 P ~ ii 1 5 AGES 1 8~ SECURITY MEASURES SH v ALL BE INSTALLED TO PREVENT ACCESS TO
R/W AREA: 141 aU ACRES 2 ~ ENGINEERING DEPARTMENT SHALL REVIEW AND APPROVE THE CONSTRUCTION STREET IMPERVIOUS AREA. O.TI ACRES r' ~ DRAWINGS PRIOR TO SU ' INTENDED TO BE USED, THE POOL WHEN IT IS NOT BIGYGLE PARKING REQUIRED:
BMITTIN6 THEM TO THE STATE FOR APPROVAL. ~ TOTAL IMPERVIOUS AREA: a ~ B 8 ~ .~l- 115PAGE5 - b BIGYGLE PARKING PROVIDED: 12 PA pp~~ 3 ~r 5 GES ly j . ~ ~ tr" 9) WHEN THE POOL 15 ,ADJACENT TO F -
5. THE LOCATION OF THE SIDEWALKS LOTS: ~ SHOWN ON THIS PLAN IS SGHEM 55,200 5F -7~ ~ ATIG. A CITY OF DURHAM AND/OR NGDOT ENCROACHMENT , AREA IN FLOODPLAIN, y ~ $~i O F 517E RE5IDENGES, THE PLAYING OF MUSIC ON A PUBLIC ~ + ~ ADDRESS SYSTEM IS PitOHIBI ~ FLOODPI.AIN x ~ TED. INFORMATIONAL ANNOUNCEMENTS ARE
STREETS: 34,5 5F ~ PERMIT 15 REQUIRED PRIOR TO ANY ° SIDEWALKS 6400 GONSTRUGTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE FILL, (SEE NOTES) 13.0 AG I ~ 1. $ ~ f ~ MA PERMITTED. THIS REQUIREMENT MAXIMUM ALL D~ ~ ~y ( Y BE WAIVED IF A PERMIT HA5 BEEN ISSUED FOR A SPECIAL EVENT, OWED: 6 ^a o AG. Gn ~ !c L
GIN OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 r~~ PLAYGROUND: 100 5F FOR APRE-GONSTRUGTI N PROPOSED, I ~ . ~ . , 6 ~ 10. ALL 51 r ~ ¢P DEWALKS AR- S WIDE UNLESS OTHERWISE LABELED ALL SID
TOTAL. g6,2TT 5F 2.20 ACRES O CONFERENCE AND FIELD VI51T PRIOR TO ANY WORK ON I TOTAL PERCENT IMPERVIOUS: 12.q~ ~E PROPOSED SIDEWALK. EWALK ADJACENT TO PARKING ARE ~ ~ O ~ IMPERVIOUS SURFACE; al~~~~ , ~ AT LEAST b' WIDE. NEW SIDEWALK TO TIE INTO EXISTING SIDE K O O O STREETS, l '''a~ ~ O
7. 6. CITY OF DURHAM WATER EASEMENT: CENTERLINE OF - s ~ 542,896.63 5F, 1.1 AG. (APPROXIMATE r, ~ ~ O O O ) ~ z I I. ACCESS TO TOWNHOP O ~ ~ ~ ~ SIDEWALKS: ' ~ 7 ~5 SHA Al 104425.45 SF. I. _ _ LL BE PROVIDED BY PRIVA
20 FOOT WIDE CITY OF c DURHAM 1^1ATER EASEMENT. SUBJECT TO TERMS STATED IN THE DECLARATION IN 2 AG. (APPROXIMATE) TE ACCESS EASEMENTS. ~ I ( I I PDR LOTS: ~t 516 ~ l(5 X ~ ~ a0 -a 0~ ~ ,663 5F, 13.4 AG. (APPROXIMATE) ~ hl( Z C7 ~ ~
REAL ESTA C1 ZONING GLA551FIGATION. R-20 (D) TE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, EMBANKMENTS, TREES CLUSTER LOTS: ~ L O ~j 55,200 SF, 2.2 AG. (APPROXIMATE) 1 X ~2Y(~t ~ I ! I I I I
SITE IS IN NEUSE RIVER BASIN OR OBSTRUGTIDNS PERMITTED WITHIN THE CITY OF DURHAM WATER EASEMENT EXCEPT ACCORDING TO TH05E TERMS. C, TOWNHO~,,,E LQrs. N 5 MI L~ DE51 GN 115 O SF 4.8 • / ,y - GU I DEL I NE5 SUMMA ~ p0 AG. (APPROXIMATE) • M ~Y ' #-~,1 12~ O O O O
WATERSHED DISTRICT: FJ - B 1 r ~'S HEBRON ROAD TO BE WIDENED TO ONE HALF OF A 120' RIGHT-OF-WAY. POOL AREA: ~ ~ 5 Z1,b15.565F, .5 AG. (APPROXIMATE) • ThG w TOTAL, ~ ~(y ~ ~ p,: c , maJorf oP the site has tree cover c r
OPEN SPACE: REQUIRED - 4.12 ACRES (I1q,550 5F I 1,359,861 SF, 31.2 AG. (24AS PPROXIMATE ~ ~ omp Isod oP mature pines and hardwoods. The Internal onions a s oP the site will be developed to preserve ae many of the existing trees as osslble, with a minimum tree
(SEE OPEN SPACE PROVIDED - ) 8. LOTS ARE TO N 6.12 ACRES (292,123 SF) GO FORM TO THE REQUIREMENTS FOR A CLUSTER SUBDIVISION WITHIN r, r CALCULATION TABLE) THE EXISTING R20 ZONING DISTRICT, nn ~ TOTAL PDR LOT IMPERVIOUS . ~ , ~ + 3 • ~t"~" ~ ~ , ~ coverage of 2055 of sitr,. Buildings are placed on the site with this end resut as ' ~ (b ~ U one of Its oats. 9
th TREE COVERAGE: REQUIRED - 3b ACRES (20SK) (156,816 5F) 9. THIS SUBDIVISION 15 TO BE THE F LOT I ERVlOUS NOTE: . ~ IMPERVIOUS / LOT NUMBERS TOTAL ; 5 ~~L WHEN AND IF INDIVIDUAL LOTS DO NOT tural screeniru~ will b0 preserved, enhanced and maintained to provide a 30-foot ve etatlve screen
IRST PHASE OF THE 130 ACRE SWAN ' N 5 MILL ~ PROVIDED - 6.58 ACRES (38.1) (286,662 SF) SVBDIVI510N. USE THE along the property s frontage on Hebron Road. The ve etativc screen will rovidc a g LOT IMPERVIOUS h~MAXIMUM ALLOTTED IMPERVIOUS SQUARE 9 p transitional area to
SITE AREA GRADED: APPROXIMATELY 5.5 ACRES 10. LOTS WI rcPlcct the change Prom single to multi-family residential. Entrances will be landsca ed with Iantin s. 0 SF. / 14 24,25'26,2'1,28,44,48, FOOTAGE, THE EXCESS SQUARE FOOTAGE P p g 0
LL BE GRADED INDIVIDUALLY. 63b4blbe,~2,'13,8b MAYBE TRANSFERRED TO OTHER LOTS AND THE ' Buffcrln for all otha~ o ert PDR LOT IMPERVIOUS CHART MUST BE MODIFIED g Pr p y Ilnee will be provided by a 25' Open Space area. W 2,400 SF. / 29 29,30,31,32,33,34,35, 69b00 SF.
II. ALL DIMENSIONS ARE IN FEET, C~`~ TO REFLECT ANY GRANGES. . ~i W 3'1,41,43,49-62,65-bb, ~ Buildings arc laced Qn the sito utilizin exlstln
69 11 , _ the land and talon 9 9 contours as much as possible, adapting the buildings to J ~ g adv<xitage of the natural terrain.
OI- EN I- 12. THE WESTERN PROPERTY LINES OF LOTS I-10 MATCH THE C ~ S AGE GALGULATIOI`l - PROPOSED FLOOD PLAIN LINE 5 A5 SUBMITTED IN A LOMR ETTER / D (L OF MAP REVISION) FOR ENO RIVER t Ci rin ~J'f O (~i 2,450 SF. / I 39 2,450 5F. , O ~ ~ ~ a t7 l Parking for residents Is a combination of arks ara es
REQUIRED OPEN SPADE: 4.12 ACRES TRIBUTARY •I. THIS PACKAGE HA5 BEEN SUBMITTED TO 80TH T'F~ CITY OF DURHA ~ ? 1 NOT IN FLOOD PLAIN (50:K). 2,06 ACRES AND TO FEMA FOR APPROVAL. T'F}EREFORE LOTS I-10 SHALL NOT BE BUILT UPON UNTIL ~ ~ 3 K I , p ng g g and driveway apron parking, a o 2,550 5F. / 3 36,42,45 ,.ri ~ cD
THE PROPOSED FLOOD PLAIN LINE I • ~ 5 APPROVED. ONLY THE STREET AND LOTS I - x 7 ~ _ ' ~ 1,650 SF., j- ~ ' Sidewalks have been dove! cd In a connect stem th t` op Ing sy at Pacllltatcs recreatbnal walk! nt
123, OVIDED OPEN 5PAGE: 6.61 ACRES WHICH ARE LOCATED EAST OF T'HE 5T'REET, SHALL BE BUILT UNTIL THE PROPOSED ' ' t NOT IN FLOOD PLAIN: p ,31 AC~e FLOOD PLAIN LINE IS APPROVED. a ~ U CJ t 2,625 5F. / I 40 2b25 5F. ~ (~j A unifying theme oP landscape elements, each as seating, trellises, sidewalk treatment, mail boxes, etc. will ~ d
S ` be devci ~ x 2b50 SF. / 3 38,46,4"1 1450 oiled Por all e~,torlor spaces. Z SF. ~ ~ ~7 .a
PLEASE NOTE THAT, ALTHOUGH ONLY 9AS OF THE REQUIRED OPEN 5P AGE 15 ~ Z Monument si a will be ovided at O 2p91 SF. / 20 14-85,89-96 41,440 SF. ~ 9^ag Pr each entrance.
LOCATED OUTSIDE OF THE FLOOD PLAIN, THE AREA WITHIN THE FLOOD I PLAIN 15 AN AREA THAT DOE5 NOT MAINTAIN STANDING WATER AND IS a Z S 7 ~ ~ 2,390 5F. I1 52-56145 53- - ~ ~ d / ,2 255, ~ e
PREDOMINATELY DRY M05T OF T'F4E YEAR. 4Ob34 5F. ~ Exterior li ht(n will to laced so that It door a U _ 7j7 , 9 9 p not ne ativel I act the Burr O 216-211,280 28s ~.c~- p 9 y mil ounding neighborhood. Buildin ~ - esi n Criteria 9
CALCULATION OF IMP ERVIOUS AREA CLUSTER LOT SIZE DIFFERENTIAL ~ / _ g c~ x E..~ E.,
J (AS COMPARED TO THE R-20 STANDARD MINIMUM LOT SIZE F , O 20 00 F p 5) + 'Exterior Finish materi<~Is and colors will com lement and rein ~ ~ e p force the natural settin of the ro ect. The a 1,841 SF. / 24 119,114-1'!6,188,190, 44,328 SF. 5 exterior Plnlsh g p ~ materials will be a combination oP brick and/or drive-It, and/or lap sidln These materials ~ z
*ALL CALCULATIONS HAVE BEEN REVISED TO REFLECT THE REMOVAL IMPERVIOU TOTAL Q NUMBER OF AREA R 11 I OF THE 50' R20 CLUSTER BUFFER WHICH RESULTS IN A CHANGE e ~ A = Based on actual impcrvlous arcs per the Slte Plan. n 192,19'1-201,231-233, r g 1I b - a ~ reflected in the sun~oundl sin le-Pamll residential uni ~ I 25'1-259,265 269, ~ n9 9 y ts. Facades within Individual build s arc rr•~
~ IMPERVIOUS I OF ACREAGE FROM 18.14 ACRES TO Ib.gq ACRES. LOTS LOT AREA B =Number of lots includes the prorated a'ed for lots t., staggored to create visual interest and to r ~ w 21q educe the visual length oP the building. ~
(SF) (gp) spilt by the line of applicablllty to the Watershed ' Bull In d gs will be no more than two stories In height. Two to throe different elevations will be selective! ~
STREETS WA A Protection Regulations rounded to the nearest whole W 33 90 S lot number. used for the buildings tc create visual Interest. Roof lines will be I y 1,801 5F. / 21 86,87,130,139,1'12)'13, 31,921 5F, gab a or hip in construction, reflectin the roof lines of the surround nei hborhood. g
~'ROP SIDEWALKS WA WA 6 20 OSED LOT DIFFERENTI ~ AL TABLE G The on-site Im ervlous ar ITI,118,119,180,181,181 in9 9 19119 I ~ ' i Z Q
ON-LOT 23 2,400 55,200 from the table pbelow. ea per-lot Is calculated ~ ' TOTAL q5 10 b 3, 94,195,196,256 ~ ~~u '1 ~ , ' 213,214715 ~ ~ 5 W
PROPOSED L07 PROPOSED LOT LOT SIZE , e z
TYPICAL IMPERVIOUS AREA PER LOT SIZE SIZE DIFFERENTIAL AREA OF APPLICABILITY (SF) p 2p20 SF, / 126 91-118,120-129, 254S2Q SF. GOMMI TTE~i` ELEM ` ~ ENTS , O ~ D 131-131,142-144, ? i ( l _ ~-i ~R ~ 3 l7
TOTAL IMPERVIOUS AREA (SF) g5p1O AVERAGE BUILDING FOOTPRINT (5F) 1,400 1L~ D LOT I. 20,12? 5F NA PERCENT IMPERVIOUS AREA I AVERAGE DRIVEWAY AREA (30' x 18') (5F / ( ~ 1~ G /o `t~~ 146-Ill ` -SIN 02-230 J GLE FAMI ,2 X U - ~ LY L0T3 SHALL HAVE A MINIMUM OF 5po0 SF. :
2.8~ LOT 2: 1Op55 5F 9,g45 5F WALK5 d MISC. IMPERVIOUS AREAS (SF) '100 LOT 3. 1Op83 5F 9,gll 5F rnrei u.noco~nrvia AoGA ~ _ . _ ~L 234- / ~ ~ a ( 252,260-264, ~ J~~ ~ ~ r- (L I 210-212,218 ~ yr ~T?1n ~ Flc -ACTIVE REGREATInU ARF44 ,uei i ae oonv,ne.~
~r wvu non I'GR Lvi (7f / 1,400 ~ U LOT 4: 1Op46 5F q,g54 5F • ° • ~ , ~w ~ i?L? m ntiWRVArvC,.C YVI 1 h ORDINANCE. c i I,TiS SF. / 4 138,140,141,189 '1,100 5F, _
LOT 5: I - I 6f 1,111 5F 8,28q 5F _ LOT b: 13,4'14 SF 6,526 SF I~ ? A GREENWAY EASEMENT SHALL BE PROVIDED WITHIN THE FLOOD PLAIN, T I a"~s ~ ~ ~
LOT 10,128 5F q,812 5F OTAL SHOWN 51b 14 5F, ~ Pi( b G~ i -A 25' PERIMETER OPEN SPACE AREA SHALL BE PROVIDE -
LOT 8: 1Op20 5F q,g80 ~ DADJAGENT TO THE STANLEY ROAD PDR LOTS MAX. IMPERVIOUS 516,663 SF. NEIGHBORHOOD.
OT q: 10,080 5F q,g20 5F l ~ T LOT 10. IOp41 5F q,g5q 5F / E TOTAL 23 LOT CLUSTER IMPERVIOUS _~E~ EXISTING PLATTED 5F. 55,200 SF, SHALL BE A MAXIMUM OF 401 UNITS.
LOT II: 13,542 5F 6,458 5F I
LOT 12: 12,385 5F 1 05 ~ ,1 b v LOT 13: 1201 SF 1,183 ~ - DI -LEFT AND RIGHT TURN LANES ON HEBRON TO BE I PROV DED, SIZE AND TAPER TO BE DETERMINED ' ~ AT SITE PLAN STAGr.
LOT 14: II,g03 5F 8pg7 5F DEVELOPMENT P A L N NOTES
LOT 15: 11,54q SF 8,451 SF C ~ ~ I. THE I. THE 50 FOOT TRANSITIONAL USE AREA (TUA) AROUND THE PERIMETER OF THE SITE WILL CONTAIN
LOT I6. II~'73 SF 8;12-1 5F ; ~ ,~v RE51 LOT 17: IIpBq 5F 8,gll 5F of Z RESIDENTIAL LOTS.
~j ` ~ 2. IN LOT 18: 12,453 5F 1,54'1 5F , I DETAI G 2. N ACCORDANCE WITH ZONING RE L5 QUIREMENTS STREET TREES WILL BE PLANTS
FROf LOT Iq: 12,450 5F 7,550 5F ~ ' FRONTAGES AT A RATE OF I TREEl30 LF OF FRONTAGE. STREET DON ALL STREET
PDR LOT 20: 11,142 SF 8,858 5F , _ LOT 21; 11,348 5F 8,652 5F PDR REQUIREMENT OF 1.5 TREES PER DWELLING UNI TREES MAY BE COUNTED TOWARD THE T, TREES WILL BE AT LEAST 2S IN CALIPER, A C LOTS LOTS
i 3. UT LOT 22: 13,461 5F 6,53q 5F ADJACENT TO ADJACENT TO 3. UTILITY AND STREET DESIGNS WILL BE IN COMPLIANCE WITH SUBDIVISION, ZONING AND OTHER INTERNAL PDR THE R-20 THE STANLEY
APPL LOT 23: 22,812 5F NA TOTAL: 283 48q 5F ~ , APP LIGABLE REQUIREMENTS. ALL STREETS WILL BE PUBLIC. ~ LOTS CLUSTER ROAD 7
REQUI ~ 4.511 RED OPEN SPACE: 11q,550 5F '°t~ ~ f NEIGHBORHOOD I NE GHBORHOOD 4. 51DEWALKS WILL BE INSTALLED AS REQUIRED BY THE SUBDIVISION AND ZONING ORDINANCES.
"I ~l (4.12 ACRES) ~ n 5, TO 'y \ ~ • Z _ _ _ _ _ _ _ _ _ _ R-~O CLUSTER LINE 5. TOPOGRAPHIC INFORMATION TAKEN FROM DURHAM GI5 DATA. 1 I e~ b' PRO~ERT7 urn
I I , 1~ 1 I I I I 25' I ~S' OPEN SPADE I
6. E~ 6. EXISTING STRUCTURES TO BE REMOVED. I II a
1. AL r f o 1. ALL BUILDINGS MUST BE 5ET BACK 10' FROM STREAM r a e' BUFFER. (n
8. TH 8. THE 5TE 15 TO BE SERVED BY CITY WATER AND SEWER I V
S f I I I Z 6~ 1 ~ I I ~ 1 i l0' I
$ q. E) 9. EXTENSIVE OFF SITE WATER AND SEWER IMPROVEMENTS WILL BE REQUI I a a e a a ° RED TO SERVE THIS ~ 1 I 0?
DEVE IS NEI N l~ HUILDIN6 DEVELOPMENT AND WILL BE COORDINATED WI ~ euILDINS eulLVlrrs TH DURHAM ENGINEERING, A UTILITY EXTENSION AG E ~ ENVELOPE I ENVELOPE I I ~ , BUILDING I I ~ ENVELOPE ENVELOPE IS NEEDED BETWEEN THE DEVELOPER AND THE CITY BEFORE CONSTRUCTION DRAWINGS ARE SUBMITTED. I ~ ~ ~
THE U Q THE UTILITY LAYOUT, EASEMENTS AND OFF-SITE EXTENSIONS SHOWN IN THI5 DEVELOPMENT PLAN A _ I""1 RE , l Z
~ GONG a CONCEPTUAL AND SUBJECT TO GRANGE. . . I ~ ~ I ~
10. A N 10. A SPECIMEN TREE SURVEY WILL BE REQUIRED TO BE SUBMITTED AT THE TIME OF PRELIMINAR ~ I ~ ~ I ~ ~
a PLAT, v Y 2~ M~1 f3, PLAT/PLAN APPLICATION. ~ ~ D ~ ~ p C. o,
o II. DU II. DUE TO RELATIVELY NARROW LOT WIDTHS AND THE NATURE OF THE BUILDING PRODUCT
OF TF m IMPLE ,SOME PARTS ~ OF THE SITE MAY BE MA55 GRADED. WHERE MA55 GRADING IS USED A MA55 GRADING BUFFER WI IMPLEMENTED A5 NECESSARY. u'~ Q
N C
3 12. T+ ~ GHAf~ 12. THE LAYOUT ILLUSTRATED IN THIS DEVELOPMENT PLAN 15 GONG P i nn E TU A W GRANGE, WITH THE EXCEPTION OF THE FOLLOWING C.OMMI ~ 15 SUBJECT TO MINOR
~ ~ TIED ELEMENTS: I -OPEN SPACE AMOUNT. - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _
o _ ~ -STREET INGRE55 / EGRESS LOCATIONS.
° -f - F - PERIPRERAL LOT 51ZE5. - RECREATION CENTER • 'gyp
I ~ I I IGAL LOT 5ETBAGKS
13. Al g 113. ALL STREETS sca.e: SHOWN ARE TO BE DEDICATED AS PUBLIC. ~
N 14. TF 14. TREES IS NO PUBLIC TRANSPORTATION TO THIS SITE.
z 15. A 15. A 100' 6REENWAY EASEMENT WILL BE PROVIDED WITHIN THE FLOOD PLAIN pELINEATED
a THE Ul THE ULTIMATE LOCATION OF THE 6REENWAY SHALL BE DETERMINED BY THE DURHAM ON TRIS PLAN.
~ DEPAI DEPARTMENT AT THE SITE PLAN STAGE. PLANNING
I6. Al' I6. AN EXTENSION AGREEMENT IS NEEDED BETWEEN THE DEVELOPER AND THE CITY BEFORE CONSTRUCTION
Q DRAW DRAWINGS. -
~ - 11. THE IT. THE DEVELOPER MAY FILL UP TO IDSK OF THE FLOOD PLAIN AREA A5 ALLOI^~D BY SECTION 11.2.2 IN
z THE DI THE DURHAM ZONING ORDINANCE.
°a 18. TR, 18. TRAFFIC CALMING DEVICES WILL BE DETERMINED AT THE SITE PLAN STAGE.
m
Iq. NO E a 19. NO PROPERTY WILL HAVE DIRECT ACCESS TO REBRON ROAD,
20. Bl PRO]ECT N0. TRH-aZO1O 20. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO GONSTRIJGT
~ SAID I c THEM . SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW FILENAME: TRHO2OIO-S~ THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NGDOT AND CITY OF DURHAM
a; STAND STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT 15 NOT LIMITED TO: ADEQUATE ,
a TRANS PAVER DESIGNED BY. KH NSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSEGTIDNS, ASSOCIATED SIGNAL MODIFICATIONS PAVEMENT MARKINGS, ASSOCIATED 51GNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED
ROADI ROADWAY IMPROVEMENTS AND BIKE LANES. THE APPLICANT ALSO ACCEPTS THE FINANCIAL °RARN DY` JT
a RE5PG 0 a THESE G RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE TRESS IMPROVEMENTS AND ANY REQUIRED 51DEWALK CONSTRUCTION. 'scALE; ,
N Q ~ = 1~~
DATE; 12~8~~4
i-
F w SHEBT N0.
J •
C PRELI111NAR~' DRAWING -NOT RELEASED FOR 'S"' ' ' ' " CON._ l fvC C`I 10:~
X McADAMS

P
O
DZART STREET 5I) O/F ..A,. SD O/F "H
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PLAN & PROFILE _ SUBD-M-
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COZAKI' ST'fZ,EE'T, STA. 10+001�L-T STA. 12+ 49.33 ...I� McADAIviS
Z N PHASD O/F"W, STA.. 10+00 THRU STA. 11449.64p>uN� DATE:
SD O/F "B", STA. 10+00 THxtU STA. 11+58.96 DURHAM, NORTH CAROLINA

y..~ - -P ~ - -
Z r , 9
f . Y ~ ~ Ex. WETLAND X. TLAND i m - - -
~ ~ 0 ~ I I 7a,
Q
CLASS "2" r RIP RAP APRON ~ _ : O @
40'LX44'WXZ7"TNN. ~ 1 ~ ' ~ 6
~ C8 2 ~ 110.0 LF - 48" RCP STA. ¦ 10+72.56 OUTFA 'C' ¦ g
\ ~ ~ @ 1.658 STA. 20+75.63, LT. RO "A' °r0 p
\ ~ T C ¦ 292.28 2 op ~ If 7f / r- 2 a$o°vop \ SD 0 F C " INV. IN ¦ 283.92 rn I
po ve o ° e ° - - _ INV. OUT ¦ 283.6219 ~ ~ a o°eoep eoa ~
°ooeo~°vooaeaoai B~ 11~? 111 3 ~ pl~
ooveoaeoepoeepo° ~ ~ \ 5D' STREAM ~ ~ 2 o°e°°°°e8°e° hS i 2 \ BUFFER to '0 =a. s 11 o D 0 ' PU C SA ITARY o ••o • ~ A
ooe°opeo p eeeeeee r O pe pee 30 BU N a°e~~°ao° 400 I ~ SEWER EASEMENT . g°..;•°og°
°p ~ 20' PUBUC ~ ~ld / , : , ~ STORM DR UNA _ \ o000o a ° 11? 141 n
EASEMENT a 1 \ ~ 1 ter. / - - \ Q
_ 10' NO BUILD 20 LF - 18' HDPE--~ = 20NE ~
®2.OOS - ° ~ ~ ~ ~ ~H 1 S£ 13400 / ` ` ~
= - ~ . 2 - ~ Ol 10 ~ 1y+00 ~ _ 11'r 11400
4 0 r • 11+00 , ~ 2
0 1A O RIM ¦ 286.50 O ~ S - ' ~ g S. !I V ~ O 11 11 1H
I ~ INV. IN = 281.80 c F~ Z m INV. OUT 48" = 281.70 t ~ r' ~ i + A .
- - ~ INV. OUT (18) = 280.40 r~' ry
t~ ~ ~ Z
234' LEVEL ~
I FLOODV SPREADER S r FES 1 FLOODWAY /
I ' - INV. OUT=281.60 FlELD VERIF ~ ~ ( ~ 3 I 1 0 z
~
- ~ ~ = - - W EX. WETLAND ~ ~ 0 8
9 18e PIPE OUTLET (SEE NOTE) INV. OUT = 280.00 " ~ po° `i
IO I r ~ 7 8 ,
m 1 I NOTE: FlELD VERIFY AND ADJUST 18' OUTLET ~
8 INVERT AS NECESSARY TO FACILITATE ~t ` 25' WETLAND
~ LEVEL SPREADER CONSTRUC110N. 30' SANITARY p v_ SEWER z 20' SANITA ~20' SANITARY BUFFER •
SEWER EAS - _ _ - EASEMENT - - _ Z SEWER EASEMENT 100 YEAR CITY OF DURHAI[
zo' Pueuc / FLOOD PLAIN PUBLIC 1fORY3 DEPARTHSN7' APPROYBD
STORM DRAIN/ CE I G EASEMENT I
:•1 I 1 U BNOINBBRlNO: DATB ~ S
p \ ~ ` 4 ~ , STORY 1fATBR DATB . _
loo YEAR GRAPHIC SCALE ~O TRANSPORTATION DATB
IT FLOOD PLAIN 40 0 26 4a eo
1 a v DATB 8 ~
i I 1 inch = 40 tf. 3 4 t;PGAC~S dF 7 DATB a J ~ i
3
11 II
11 F1 TBM: PK NAIL
STA. 16+02 15' LT. HEBRON ROAD ~ ELEV. = 293.60 300
300 --r- - _ _ _ _ _ - - - _ _ _ - - -
- - - - - - - o . - _ - - _ - - _
_ _ - N- - . ~ - - . - I
- - - - . - n - - - - - - - - - - - -
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- - - _ _ _ _ n - _ _ _ _ - - - - - - - - - - I-~ _ - - - - .
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_ - - . . -
- - - - - - - .r - - - - _ N _ ~ _ _ _ _ _ _ _
NISEO - - - - - -
290 _ . _ ~ . _ - _ _ . - . _ _ - _ . - : . - - - _ _ _ _ _ - - - 290 r - - - -
EX - - - - - - _ _ . _
- - - T= _ _ . _ - = - - - - - - - - - - - - - - - s - - - - -
f. - - - - _ _I_ - - - - - - - - _ _
m - _ - - _ - - ~ - - - - - - - - - p - - - - - - - - - - - - C - -
- _ - - -
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1=- _ - _ - - - - - - - - -
I- - -
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. - - -
_ - - - _ - 1 - - - - - - - - - - - L . _ - _ - - - - - - _ ---5 - -
g - - - _ - - - - - - -
- - ==ra_._=- - - - - - - - - - - - -
- _ I-- - - - - - INIU _ _
_ _ _ - - - _ ~r - - - ss _ - = - ~
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_
- - - - - - - ~ - - q - tl - _ - - _
- - _ - - - ~n = ~ _ _ - _ - - ~ - _
- - - _1~• - - - - - - - - - - - - - 1 - - _ - _ _ _ - - -
---..n _ - - - - - .
- - . _ . . _ . q------- ~ - -
- - - _ - - - - _ , - - - - - - - - _ - ~ ~ ATI N= _EC A - _-.N"-_ .:a ow=.= - - _ _ - - _ 270 _ W _ ~ _
- - - - - - - - - ~i E E ~ _ - - - - - - - - _

- - - - _ ~ -
- - - - - - - - - - - - - _ _ - - - - - - _ - o beG u a - - - - - - - - - - - - - - - _ ~ dcd tor, is _ -
- ~ - - - - - - - - - L S ~ - - - _ 4 - _ _ _ _ - - - - - - - - - ~ is i t1u fie
l ~ _ - _ - - - _ - _ - _ - - - - - - - - - - - -
Q - - - - - - - - - _ A le-
- f - - _ - _ - - - - - - - - -
2 _ _ I - _ - - - - - - - - - - - - - - - - - - - - - -
0 260 ; _ - _ _ - _ - - - - - -1--~- _.I - - - - - - - - - - - - - - - _ - _ _ _ _ - - - - - - 260
- - - --1 - - - - - - - - - - - - - -
° i v I
z N I _ i
3 11+00 - D 11~ 00 12+00 13+00 14+00 10+00 11+00
a - 13+00 14+00 15+00 16+00 11+00 12+oa
c - z w Nc - I~t•,I.EnsM,u I~'Ult coNSTltuc'r1oN I INAI. UI A !
_ 6 OWNER: rsoracr xD. - - - - - - - - S86S1' N0.
~~'f`f~11 "fa,,r~ TRH-02010 0 5 C t~ CARP rmenau>~ r .
D.R. HORTON INC. e-,~•••• T1zHO2o1o-P3.owc 4 ' ~ ?a ~ !p •~9 's ccslcxxo
I_ , 04 3949 BRO~YNING PLACE ~ MA
° 3 LEVEL SPREADER ADDED t1 •16-03 DR"11N 8Y: .v s RALBIGH ENGWEERS/PLANNERS/SURVEYORS FEW e ~ McADAMS n
- 2 ou>FAU .c. REwsEO T-m-~ NORTH C aosa. scus: . _ , - AROLINA 27809 i,F ~•r p2~ 1 - 40
alY cDMUExts x.14-03 RESEARCH TRIANGLE PARK, NC ;~y ,,NpiNE~;,.• y ; v • ~ SD 0/~ 1 P.O. BOX 14005 ZIP 27709-4005 ''-,'fir! gD"`~` 1 = 4 " 10*72.56 DA~e: SD 0/F C ,STA. 10*00 THFtU 5TA. P>~Drr ,
N s. A~o~~,, SS 0/~ itEVISIONS DATE [phone] '~~,::~:~~~ff``~lr~ DA1~ 10-25-2002 " THRU STA. 14+73.94 DURHAM, NORTH CAROLINA APR 1 2 2005 SS 0/F A ,STA. 10+00
7 v S DENR • WATER QUALITY
WETLANDS AND STONOTER

CB-59 U~
CB-55 ~ ' GRADING LEGEND
r1 w.. ~r ~ JB-45
0 ~ ' RIM=285.20 ~i
` ~ 2-42' RCP CULVERT ~ \ ~ I I ~ _ r 57 LF 01.OOX \ \ ~ 55 ~ 2 ~ 5. 3 INV. IN=279.26 C~ FLARED END SECTION STORM DRAINAGE A 2 3 INV. OUT=279.16 STORM SERVICE LINE
INV. INs280.67 (BURIED) • 0 MRL O ~ AT A N O C CH B SI
INV. OUT=280.10 BURIED \ ~ ~ G' SWANN S MRL\~YE ( ) \ ~ ^~o o - , ~ U ~ - -RD-RD-RD- ROOF DRAIN, 8" ADS ~
21'lx 31'Wx 22'D ~ (HEADWALL SEE SHT D-3) N d HOPPERS DRNE ~ CLASS B RIPRAP I _ 1 ~Q' V~( ~ STA:10+00.00/ DRNE FES-45 ~ DROP INUIT NON-PERFORATED TUBING OR X1.00/ ~ EOUAL 1.OX MIN. SLOPE 3' MIN. ~ fn ~j / ~ INV. IN=279.00 COVER PVC SCHEAULE 40 IN • a' O
y / ~ INV. OUT=279.00 ~ STORM SERVICE INUT TRAFFlC AREAS ~~yy O U
\ - PUBLIC STO - I ~ \ ~ O \ v WIDTH - i \ STq; ~ CE F+i F~ ~ I CB 58 T ROOF-DR IN W z 5 ORM SERVICE A
_ DRAINAGE EASEM . J ~ ~ \ PU STORM \ ~ ~ ~ 3 ~ ~ -1P-TP-TP- TREE PROTECTION ~ a "O ~ CB-57 Z, ~
\ DRAINAGE EMENT Os n T C=306.27 STORM MANHOLE ~ LIMITS OF DISTURBANCE ~ ~ o i o ~
~ o~' UN SHT 2 OF 2 10' NO BUILD ZONE r INV. OUT=300.20 ~ a N
\ FOR STREAM BUFFER ~ry ^i E SFyT OF ('tYPICAI) ~ e n N DRAINAGE FLOW ARROW WOODED AREA a ~ D M
~ ~ ~~,i ~ ~ Sr ~ (?.eG 2 Q 10 CONTOUR ~ Z ~ ~ ~-56 a ~ ~ UNE BREAK SYMBOL
T C=306.27 252 2' CONTOUR N o ~ boo ~ 250 W
RIPRAP N ~ ~ TIE TO ~DtIST. 3 6,~ SO I \ _ ~ - ` \ P ENT ~ INV. IN=299.80 tL.7V..7V Tpp g~ BOTTOM CURB ELEVAnONS EXISTING 10' C~ITOUR MM p., Ix O O
. ~ I ~ ~ STA:i .00 18 PU ~i ~ ~ E1.EV 307.35 ~ C B - ~ ' IN1~ OUT=299.70 250.00 252 W O ~ F ~ ~ - ti EXISTING 2' CONTOUR TT ~l ~ x
STORM DRN / i~ \ TW=223,00-TOP OF WAU_ ELEVA710N E"~ V ~ m Ws 13.00-BOTTOM OF WALL ELEVATON - - - - - EASEMENT UNE W tV O
~ PC 4 9 .69 ~ 118 \ ~ cwt ' I - 50' STREAM 131 NOTE: BOTfON OF WALL IS GROUND z Q ~ 131 c
f-- „ I ~ \ BUFFER (IYP) \ - \ \ MEASURED FROM ELEVATION NOT WALL FOUNDATION W . ~ HANDICAP AREA ~ ~ C (2X MAX SLOPE) Z W O
~ \ ~'fOP OF BANK ~ .r'' - + 250.60 SPOT ELEVAnoN S:S'::::~ W a a
~ - ~ A 'r NOTES:
1. 5 NG TEM Y OP IN 5, ,,'~~~~nueugi`',, CONSTRUCTED TO STANDARD NCDOT 840.01 CATCH BASIN IN PHASE 6 CONSTRUCTION. ~1A. ~~0~
~s ~F<aF t. 1 s I ti9 ' : ~ , \ STA• 10+ r . 42' RCP wl I
~ tt / \ ` \ '.0._1:0091: 4 • CP I © / \ \ \ 2. ALL PROPOSED STORM, SEWER; AND WATER CONNECTIONS TO EXISTING STRUCTURES ~ diy ;9 SHALL 8E FlELO vERIFlED BY CONTRACTOR PRIOR TO CONSTRUC110N. ANY a SEAL ~ : =
5•a~x ~ / i - - ~ ~ \ ENLARGEMENT - ' ~ ~ ~ \ scALE: 1' = 20' DISCREPANdES SHALL BE REPORTED TO OWNER'S REPRESENnVE AND ENGINEER
~ ~ ~ IMMEDIATELY. 27049 i \ Q;i
- - \ _ ~ . S10RM JUNCTION BOXES ,5-45 AND JB-46 SHALL BE JUNC110N BOX WITH % ,p~,~ \ IWE, INTERNAL WEIR TYPE. JUNCTION BOXES JB-48 AND JB-49 SHALL BE STANDARD '.,'Y
v` ~ 1 00 - ~ 1 1 f \ TYPE.SEE DETAIL ON STORM DETAIL SHEET, D-3. ''~~OKS M
12 - f \ \ l~~~~nnN~~`~ \ 4. MINIMUM FlNISHED FLOOR EIEYAnON FOR LOTS SHALL NOT BE LOWER THAN
116 \ \ \ N I ~ J I ~ \ ELEVATION 286.00'. ADDITIONALLY, LOWEST ADJACENT GRADE TO ANY CRAWL
- _ I J / 115 ~ f 88 L _x . 6 >V , , PAD Io \ _ - , - ' s 4 1 PAD ~ r , - _ _ \ FOUNDATION SHALL BE 286.00'. ~ ~ ~ \
r \
SPREADER ' 114 ~ / ~ ~ 1MI ! 0 \ r \ - I I I r 113 \ f r
D ENi 1 1o2eD ~ \ ' f py / \ \
I ~ 1 r AAD.Fl• ~ q~ \ \
s~ ' 1 I 1 ~ I ~ r / \ f ~ f 112 v ~ ~ \ \ ~ ~ ~
\ ~ auMC'"' V r - 1 , ~ - ~ . ~ f f 111 r !?Fj \ \ \ \
~ 2 + 7.1 9+00 ~ f ~T \
- - +00 ~ ~ ~ 4 f I - - ~ r\T \ ~ ~ - ~ 2g \ \ _ ~ \ ~
- - - - - ---1 ` ~ ~ ~ \ ~ ~ O
+ 2I+ f ~ - I ~ ~ ~ ~ ~ ~ \ U] ~ 1 ~
1o f ` ~ \ a
' . > Awl ~ N ` r PAD Far 1 - N `I ~ \ r ~ ? O 5.10 a Est \
" - ~ r
~ ~ _ . _ a a , I ~ +f1', ~•s t ~ f ~ 10 ~ ~ ~ ~ ' © \ W
_ _..J~ ~ 5 _ D r ' ' - ~ 1 C X00 FAD Elt ~ " ^ ~ ~ \ U 3oe.ao ~ ~ . ~
~IfA - 124 f f ~ ~ ~ ' % ~ PAD Elr• f - ~ ~ f ? 1os '-1 ~ 0 r ~ V FAp ~ - a
z o ~ a m
ti:,. 2 ~ , Ap FL• I O 1 V WIDTH 1 r 2q+ - ~ O PU STORM ` r q7 r
_ ~ f PAD a- f ~ ~ \f . I DRAINAG 1 f ~.eo \ 12 J ~ aura ~ z Zxz
~ f PAD Br f O ~3
1 I ] `L \ ~ Fz o ~a } ~~d~
S~, rF,,`~~-~ + r \ PAD a- f 42~RCP Gip ~ ii , , ~•~.;t \
f X30 129 ~ 05~ ~ O I \ PAD Etr r ~ i ~ E+
9 I \ f ~ BA 6 f f r- l V ~ ~ ~ ~ a ~ ~ - ~ . ~ o
I ~ ~ , o~ z
8 RIP I 2-24 RCP CULVERT ~ ~ \ PAD a- I 6 lF 0 3.21X r ' \ \ aoeoo a G~ 61 ~ ~ A d'
286,20 (BURIED) f r j~ ~ \ ,.j V = ~ ~ ~ ~ x ~ ~ ~ ~ y ~ ~ \ w t+0
OUT 284.40 (BURIED ~ ~ r ~ I ~ ~ ~ , ~ (H WALLS SEE SHT 0-3) V - ~ ° ~ \ ~ \ z
A ~ f - ~ ~ ~ ~ v ,f py ~ f ~ ~ 13 ti ~ ~ ~ \ O
~ i / ~ ~ A r ~ ~ ~ _ ~ V ~ ' N ~ \ PAD Ett \ \ A \ ~ ~ 309.20 \
r-;:: 1 V ~ f - ~4, s YARMBCE WI ~ 10 ~ p , \
VAR WIDTH ~ I I \ VARUIBL,E wl A I \ PUBLIC RM o \ \ PUBLIC STORM ~ o \ RM PUBU ~ / \
DRJUNJ~E E'11S ENT o ~ ~ J ORNNAGE M ~ \ ~ ~ o - + 4 ~ ~ ~ l EASEMENT 4r ~ ~ ~ NAGS / ~ \ ~ / ~
o° a a - - n I ryf1~ ~ ~ 'w r ~~Z? RCP °OC D °00....~ _ - V WIDTH \ ~ \ i1\\ RCP ~ ,
o°P,ae ~°~°08 ° PUBLIC STORM ~ ~ \ \ '~i 01sox ~ x ~ / i Z \ , ~ ~
D EASEMENT'S ~ 'V ~°4 °~'°'0o b'°0bo°~° \ ~ 4 Q b b a ° ~ ' ~ ~ eT "~asTlNC , ~ 1 c:,
~ , egad°8° r 1- - \ \ \ 0 p P DRNE pRryE VARUJ3LE WI 16 ~ ` 101 \ O \ PAD Eft 1 ,EN~M PUBLIC Si0 M
PD _ , ~ i \ b ~ ~ 50 STREAM U ~ ~ W e`a8^D 290 EE~it (lYP) \ 'o DRAINAGE EASEM 13 \ 3~~~ ~ ~ 1~ ® `
Da°9° 33 LF ~ ~ (ME~R OM TOP OF`BIWK) \ \ ~ OR S~T A 5~T A PAD E1r 82 ~ t0
! 15~ RCP I 292 ~ \ . ` \ r ~ ~ ~ # D°°oo ~ 1.52R~ I -28 ~ i \
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S FOR SITE PLAN APP Q,,~,~ `h~' - ROVAL p1ER
~ ~ PDR SPECIAL CONDITIONS, ~ Q l Q
IJ DRIVeYlAYS MU57!>E 20' IN LENGTH A5 Z MEASURED FROM THE RIGHT-BP-y1gY LINE. Z J ) Z J
2) FINAL PLAT AND DEED DEDIGATIM6 RIGHT-OF-WAY TO BE RE Q CORDED PRIOR TO ISSUANCE OF BUILDING PERMIT. _1 J ~ O
3J AT 1}IE TIMZ BP TTg PITUj_ PLAT d J U O DOCIklNTAnON WILL BE PROVIDED SHOWING 11+AT PROPER LEGAL PROVISIONS (INGLUDIN6 ATTORNEYS GERTIFIGA J Q
HOMEOWNERS A550GIATION DECLARATION OF COVENANTS AND RESTRICTION FOR THE COMMON TFJ HAVE BEEN MADE POR THE ESTABLISHMENT OF A l+.l ~ LANDS. AREAS FOR PERPETUAL OW`~FIIP AND MAINTENANCE GF COMMONLY OWgD AND I ~ = O J U O I O
MPROVENENTS AND ~ ~ ~ (V 4) SUDMIT 7 S[T5 OP GONSTg1GTIQN DRAWINGS TO ENGII~eRIN6 POR REVIEW PRIOR TO APPLYING FOR A CUI I ~ O ON
\ Z O R16HT-0P-WAY DEDICATION POR HeBRpN ROAD SHALL OGGUR PRIOR TO T11e ISSUANGe OF ANY BUI LDN6 PERMIT. Z = Z O _
AP°LIGATION. LDIN6 PERMIT. A COPY BF THE REC.OI¢DED PLAT SHALL BE SUBMITTED WITH THE FIR T 1-- ~ Z ~ 5 BUILDING PERMIT Q ~ _ F_ Q Z
b J THE DEVELOPER 15 RESPONSIBLE FOR FABRICATION AND INSTALLATION OP t,~ ~ ALL REOUIRED 5+6N5 ANC PAVEMENT MARKINGS WITHIN THE FUBLIG RIGHT-OF-WAY. THE DEVELOPER SHALL St,~M11T A SIGNING d ~ AND MARKINGS PLAN TO THE TRANSPORTATION DNISION AT CONSTRUCTION PLAN STAGE FOR REVIEW AND A
BE IN PLACE PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OGCIIPANGY. PPROVAL. ALL SIGNS AND PAVEMENT MARKINGS (S~OrAI ON THE CONSTRUCTION DRAWINGS MUST } ~ C
7 BY RePeRENGIN6 ROADWAY IMfiROVEMglVTS ON 1'He PLAN, THe APPLICANT A6ReES TO CONSTRUCT SAID t Q ~
ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NGDOT ANp CITY OP DURHAM SI~OVCMeHTS PRIOR TO tSSUANGe OP GERTIPIGATe OP OCCUPANCY IN A MANNeR THAT WILL Z TRANSITION TAPERS, ALIGNMENT OP LANES THROUGH I~r. GTIDkS, A,555pGIATEp 516HgL MppIFIGAT10N5 fA ~ ~ A11D POLICIES. TM15 IHGLIpES (WHERE AppROpRIATF~ BU7 Np7 LIMITED T0: ADEOUATE D
PROPOSED ROADWAY I VEMtNT MARKINGS, ASSOCIATED 51CNACE, CLRB AND MPROVEI~ENT'' AND BIKE LANES. TF~ /,PpLIGANT ALc,~O ACCEPTS Tti¢ FINANCIAL RESP TER COORDINAnOH WITH OTTER J ACCOMMODATE THESE I~' AND ANY REQUIRED SIDEWALK CONSTRUCTION. EN6INEERIH6 DETAILS ON51BIiITY FOR THE A(,pUI51TIgV OF ANY ADDInONAL RICH?-OF-WAY NECESSARY TO
STAGE REGARD NC ALL ROADWAY IMPROVEMENTS WILL BE ADDREySEp AT THE GONSTTQUGTON FLAN W
e) ALL SIGHT DISTANCE TRIA N6LES SHALL MAINTAIN A CLEAR LINT= OP SIGHT BeTY'EEN A HEIGHT OP 3, OPP THE 6R,7UNp Ali? A HEIGHT OF b'
OFF THE 6RGVlm. 9 J A COPY OF THE RECORDED PLAT FOR THE DEDICATED OPEN SPACE MUST BE PRCSEHTEp PRIOR TO 156UANGE
OF BUILDING PERMIT. 10) ALL SIGHS AND PAVEMENT MARX;IIk55 5Hp1-?I BN TFg COWTRllGTION DRAWINGS MUST BE IN PLACE PRIOR TO
II), MAXIMUM IMR'ERVICVS SURPAGe PEF: LOT: SEE IMPCRVIOU9 CHART BELOW F M THE ISSUANCE OF ANY GERTIFIGAIE OF OCCUPANCY.
OR AXIM1IM IMIPE'RVIOU9 PeR INDIVIDUAL LOT
GENERAL SPECIAL GONDITIOT`l5,
IJ POR SITES GONTAININ6 PLDODPLAIN, ALL DEVELOPM4ENT WITHM THE PLOODWAY AND PLCODWAY PRI STORAGE OF MATERIALS AND STORAGE q' 70XIG OR PLAMMABLe SUBSTANCES, IS PRO++IBITED EXCEPT ICI IN6 PILL, NEW CONSTRUCTION, 51,95TANTIAL IMIPROVEMEN75, MANUFACTURED MpJ51N6,
DED BY APPLICABLE FLOOD HAZARD REGULATIONS. FLOODPLAIN ELEVATON(5): 2e2, 280, 278
FLOODPLAIN ZONE; A A!p AE
FEMA MAP NUMBER; S?O63000S96, ~,n0630006?6, FEMA MAP DATE: FEBRUARY 2, 1996
THE FLOOD PLAIN LIME Alm ELEVAnq.15 SHAWN ON THe 517E PLAN 15 A PROPOF~Ep FLOOD PLAIN LINE A5 SUBMI
LDEEN17PPROVED BY THe CITY q• DURHAM AND SUBMITTED TO PEMA FOR A?PP~:AL, THEREF TTED IN A LOMR (LETTER OP MAP REVISIOIU FOR ENO RIVER TRIBUTARY ~I. THIS P ORE ANY LOTS ADJACENT TO THE FLOOD PLAIN SHALL NOT BE BUILT UPON UNTIL THE PROPOSED PLCCD~IN~ ^mrwv[v. ONLT THE STRf£- MD LOTS THAT ARE LOCATED EAST OF TTE STR$T SHALL BE BUILT UNTIL THE
PROPOSED FLOOD PLAIN LINE IS APPROVED 2J STREAM BUFFERS: SO FOpT WIDE IAmISTURBED STREAM BUFFER EACH SIDE OF STREAM, MEASURED FROM
MAINTENANCE OF EXISTING VEGETATION PERMITTED. TOP OF BANK. NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY
SJ BUILDIN65 AND OTfR FEATURES ?'HAT REQUIRE GRADING AND GONSTTd1GTION SHALL BE SET BACK A
T LEAST 10' FROM T}E EDGE OF T}E BUFFER, ( 4~G~ WATER EA5eM1ENT: GeNTERLIN'. OP 20 FOOT WIDE CITY OP DURHAM WATER EASEMENT.
~~E~,IMINA~RY PICT /SIT DU~1V~, NORTH PROJECT NUlV~BER: M4EITf5, TReES OR OBSTR)GTg15 PERMITTED WITHIN TIrP EASEMeNT E>cC~ SUB,YGT TO 1ERM15 STATED IN TFE DEGLARATiON IN REAL E9TA1E BOOK ISIO, PAGE 958. NO STRUGT1JRe5. PILL, ACCORDING TO THOSe TERMS,
S) CITY, CENTERLINE OF 30 FOOT WIDE CITY BF DURHAM SANITARY SEWCR EA-+E`' MENT. `.~l1B.EGT TO TERM15 STATED IN T1$ pEGLARATION IN REAL ESTATE BOOK ISIO, PAGE 9Se. NO
EMBANKMENT5, TREES OR 085TRUGTONS PERMITTED WITHIN 11E EASEMENT EXCEPT A,000RDI 51T7UG N6 TO TH05E TERMS. TREES, FILL,
bJ CITY STORM DRAINAGE eASeMteNPi, CENTERLINE OF 20 FOOT WIDe Pud.IG STORM WA WATER PAGILITIES IN THIS EASEMENT RPMWNS WITH ~ GRANTpR, IF TFIE PROPERTY IS WITHIN OR IBECOMES~p~T~ OWNERSHIP AND Re5PON51BILIlY POR IM4PRWEMgNT ANp MAI
TERMS AND RESTRICTIONS STATED IN THE 'REyISEp ART OP 7IE CITY, THe EASeMENT AND ACCESS POINTS TO THE EASEMENT ARE SUD.CGT OT THE BOOK 22°18, PAGE 20e, WHICH DOGUMETR 15 INCORPORATED TION OF RIGHTS AND PRIVILEGES OF THE CITY OF DI.RF+AM IN STORM WATER MANAGEMENT FACILITY E
HEREIN. THIS EASEMENT AND REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE RIBLI• ~ IN REAL ESTATE STRUGTUR[5, FILLS. EMIBANKMENTS OR ODSTRUGiIONS PERMITTED WITHIN THE EASEMENT EXG NTENANG EPT ACCORDING TO TH05E TERMS. E. NO BUILDINGS,
?J STREET EAStMgMT NOTE, 50 FOOT WIDE CITY OP CI11iFIAI1
eM>BANKMENTS BR OBSTWJGTONS PERF;iTTED WITHIN THE EASEMENTCeXGePT EASEM>PIIT, SUB.~GT TO TIE TeRM45 STATED IN TIE' DECLARATION IN REAL ESTATE BOOK P ACCORDING TO TH05e TERMS. 2350, AGE 93e. NO STRUCTURES, PILLS,
DJ ROOT ZONE PROTECTION AREA; EQUALS ONE FOOT OF RADIUS FAR EVERY INCH OF DIAMETER OF EXISTI AREA. NG TREES, OR SIX-FOOT RADIUS. WHICHEVER IS GREATER NO DISTURBA
NGE ALLOWED WITHIN THIS 9J LANDSCAPE Re-INSPECTION Pik, EAf.M LANDSGAPIN6 COMPLIANGe INSPeGTI A
CgJPlfY PLANNING DEPARTMEENT PRIOR TO RE-INSPECTION, ~ PTeR ~ INInAL INSPECTON WILL INCUR A N00 RE-INSPECTION PEE, PAYMENT MUST BE RECEIVED BY THE DURHAM CITY
T T T 10) ToraHOME DEVELOPMENTS MAY Ex: xsIGNEV AND CONS
15 USED TRUGIED WITH PARKING ARE/5 ON 80TH , T}iE TRAVEL AND PARKING AP.EAS SHALL Be NOTED AS 1°RIVATE ACCESS AND SIDCS OP TIE TRAVEL LADES. THIS CONFIGURATION 15 NOT TO BE CONSIDERED A STREET. IF THIS OPTION J JJ '`I Tl$SE AREAS WILL NOT BE ASSIGNED A STREET NAME, NOR WILL AS SUGN, 7IE DEV~.OPe1t SHM.L AGKNpIy,Ep6E
Li ~ L THEY evER Be eLk51BI.E P AND MAKE PR05PeGTIVE sure AND GOI~MIOl1 AREA PROPERTY IS DES;RI OR MAINTENANCE BY THE GIN OP R5 AWARE THAT BED IN THE GOVeNANTg AND THAT THE HOME OrNHC~ A°~SOGIATION IS THe DeyEI.OPEIR WILL ENSURE THAT ALL OP THE ACCESS ALL 517E PLANS AND PLAT ASSOGIATII7 WITH THE DEVELOPMENT 'T}¢ DRI`JIN6 A)m PARKI RESPOIL5IBLE POR TIE MAINTENANGe OP THIS AREA. TIE FOLLOWING HOTL
D'JRrAM STREET STANDARDS. THE FEA~I1XtE5 WITHIN THIS AREA AREA PRIVATE AND WILL NEVN6ER~BE~f.LIGBLE p S DRAWING NOTED AS 'f'RIVAIE ACCESS AND C4MtHOI1 AREAS' DO NOT I~AE ~ ADDED ro
PUBLIC MAINTENANCE'. II) ALL UTILITIES SHALL BE INSTALLED UIaERGRpIIIm
12J TOWbipl)<,,E PLAOS CANNOT BE IN TF TRANSITIONIy, A USE REA.
13) ALL SIZES, MATERIALS, `A.OPES, LOCATIONS, EXTENSIONS A1O
DATE: JANUARY 13 REVISED: FEBRUARY REVIEWED Atm BE `->uB..EGT TO APPROVAL BY THE CITY OF DURHAM FOR ALL PROPOSED UTILITIES (WATERLINES, SANITARY SEWER LINES, AND STORM DRAINAGE CONVEYANCE SYSTEMS ENGINEERING DIVISION AT GONSTRUGTION DRAWING SUBMITTAL. )SMALL BE
~ 141 THE DeS16NIN6 eN61NeER (A NGPPJ WILL" SUBMIT S SETS OP GONSTRUG710N DRNNIN65 (PLAN a PROFILE P RECUIRED) TO CITY
(ALLOW A MINIMUM OF 2 WEEKS REVIEW TM~, NOTE, THE APPROVAL OF GONSTRUGTON DRAWINGS 15 SEP eN61NEeRIN6 POR REVIEW AND APPROVAL DEPORe STARTING CONSTRUCTION ARATE FROM SITE PLAN APPROVAL.
151 WATER Adp SEYER P[RMITS ARE R~IIIRED POR THIS PR4.EGT. _
~ IbJ A GOMIPLETEp STORMWATER F I REVIEW. PLANS WILL NOT BE REYIEWEL` WITH OUT THESES Mm OPERATONAL PERMIT AGREEMENT WITH APPROPRIATE FEES, CALCULATIONS AND A
TENS. CONTACT STORM WATER SERVICES 1 Sbp-4326 FOR INFORMATON. ~ IL5 M15T BE SUBMITTED AT TIME OF GONSTRUGTION PLAN
REVISED: MARCH 3 REVISED: APRIL 29, 17) PAYMENT-tN-LIEU OP OPEN SPAGC WILL DE REQUIRED fOR'ID LOTS
~ IaJ SMOOTH coM~I,.orERs ARE LOCATED IN TIE RIGHT-OF-WAY ON THE SOUTH SIDE OF HEBRON ROAD AND ARE ON THE FEDERAL END CON5TR11GTED TO AVOID IMPACT TO THr~E PLANT5. ANGERED SPECIES LIST. ROADWAY IMPROVEMENT`S WILL BE
PRIOR TO FINAL- PLAT APPROVAL,
~ IJ ON PRELIMINARY PLATS CITY GREEIWAY ~ SIMPLE TILE) TO
BE DEDICATED TO THE CITY OP DURHAM A7 THE THE OF FINAL PLAT APPROVAL. 2~ POR PROJECTS WITi GREENNAYS~ ON FINAL PLATS, GREENWAY EASEMENT DEDICATED TO THE CITY OP _
BUILDING OR LMm DISTURBANCE EXGefT AC.GORDIN6 TO DURH'AM1 ACCORDING TO THe TERMS STATED IN THOSE TERMS; PUBLIC ACCESS GRANTED. OR DEeDEp TO THE GIIY OP DURHAM IN FEE SIMPLE POR GIT1'EST~~Y, 1503, PA6e5 890-899. NO
PRIOR TO 156UANGE OF 6RAD~Nti PERMIT, L
IJ FOR SITES GONTAIN;ty WETLMmS, LTATE ANp FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FRAM DISTURBING ACTIVITIES IN OR NEAR A LATE, STREAM, GREEK TRIBUTARY OR ANY UNNA T}~ DEHNR AND THE U.S. CORPS OF ENEINEERS PRIOR TO THE GOMMENGEMEHT OF ANY LAND
MED BODY OF WATER AK7 115 ADJACENT WETLMmS, 2J PROTECTION OP EXISTING VE6ETAT^.N, AT THE START OP GRADING INV
MADE AT THE EGU~e OP THE TREE SAVE AREA AT THE SAMe TIME AS OTNCRaEROSIOH CONTROL I~ ~ CXISTINC CRAPE AROUIm A TREE OR 9TRIPPTN6 OP TOPSOIL, A GLEAN, SHARP, VERTICAL GUf SH
FARTHEST AWAY PROM THe TRee TRUNK AND SHALL REMNN IN PLACE UNTIL ALL GOI6TRUGTON IN~T~Ie~ INAItt I~TN.LED, TiE iREE PROIECT1pN FENCING SHALL BE INSTALLED ON 1HC SIDE q' THE GUT ~ TRESPASSING SHALL pg ,V.LpygD WITHIN THE DOUIDARY a TFIE PROILGTID ARPA. TI! T1~eES IS COMPLETE. NO STORAGE OP MATERIALS, PILL. OR EGUIPMeNT AND NO
3~ TRH PROTECTION FENCING MUST E.. "N PLACE PRIOR TO AMf DEMOLITION, LAND DI5
TURBANGE OR ISSUANCE OF A GRADING PERIdIT. PRIOR TO APPROVAL OF GONI~TRUGTION
I) FOR SIT'E5 REQUIRED Tn HAVE AN EN61 PLAN~Je NFJ:REp STORM WATER CONTROL DEVICE, GQNSTRUCnON PLANS WILL Nor BE APPROVED PRIOR TO RECEIVING AN E
MAINTENANCE PERMIT AGREEMENT. PAYMENT OF THE STORMWATER FACILITY PERMIT PCC 02000 ?!'t CN61 a, ~=GRED STORMWAIER FACILITY OPERATION AND MAINTENA~E OF THE FACILITY (5i/R,FTY r'~~.[D CN Fi!~.. _'F~ NOD -'ORM WATER GONTROV, Alm PERPETUAL SURETY FOR TFIE GONTNLCD
PIN NUMBERS: d f C•IC;_;,v!GLI. GT?A:,' i~'_ :TORN WATER ;~,h~it,t;i DiV,S,ON OF TIE OPeRATION MID PUBl,IG WORKS DEPARTMENT. 2J FOR PRO.EGTS THAT HAVE WATERA.iEYER EXTENSIONS, A ALL CONSTRUCTON SHALL CONFORM TO LATEST I
OF DURHAM ENGINEERING DEPARTMENT SHALL REVIEW AND APPROVE THE CONSTRUCTION DRAWINGS PRIOR TO SUBMITT7 DURHM/ STANDARDS. B. STATE WATER AND/OR SEWER PERMIT5 ARE REQUIRED. THE CITY
- 0834=04-62-6000 NG THEM TO TFE STATE FOR APPROVAL, _ PRIOR TO GONSTRIJGTION OF IMPROVEMfN'~'S:
0834-04-10-2822 - IJ THE LOCATION OF THE SIDEWALKS SIOW1 ON THIS PLAN 15 SGMEMATG. A I _ REC1111REp PERMIT5, PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION 1NSPE~/OR NGDOT ENLRDACMMEHT PERMIT IS REQUIRED PRIOR TO ANY GONSTRUGTON. AFTETt OBTAINING THE
0834-04-70-4823 THE PROPOSED 51pEWAL1(, ~ OFFICE AT 560-4526 FOR APRE-GONSTRI,CTION OpIFERENGE MO FIELD VI51T PRIOR TO ANY WORK ON
0834-04-11-?367 2) CITY OF DUWAM DRIVEWAY PERMIT 15 RSQUIRED PRIOR TO ANY DRIVEWAY CONSTRUGTON. SUDMIT PLAIlS P
ODTNNING THE PERMIT, PLEASE GALL CITY GOlCrTRUGTION INSPECTOR PRIOR TO START q¦ COILSTRUGTION AT 560-4S26~Y SIT APPRDVN. TO CITY ENGINEERING DEVeLOPMENT REVIEW AFTEit
0834-n4-6SI -'~~A'~
n~vor DRIVEWAY PERMIT REQUIRED PRIOR TO CONSTRUCTION. CONTACT NGpOT AT 560-6DS4.
PRIOR TO ISSUANCE OF BUILDP;O PERMIT:
IJ FINAL PLAT APO G$D DEDIGATIN9 RIGHT OF WAY TO BE REGORpm PRIOR TO THE ISSUANCE aF BUILDING PERMIT
TAX MAP NUM8ER5: 21 A SECOND POINT OF ACCESS SHALL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF TFE 91 T ENTRANCE. 5 &IILDIN6 PERMIT GR PRIOR TO THE 61ST BUILDINS PERMIT IF THE FIRST POINT OF ACCESS IS AN UNDIVIDED
"185-0 I -001
PRIOR TO ISSUANCE OF GERTIFIGATE OF OC.GUPANGY OR ZONING GOMPI.IA IJ 6REENWAY PLAT TO BE REGORDEO PRIOR TO THE ISSUANCE 01` GERTIFIGATE OP NGE PETMIT
'185-0 I -00I D OC!„iJPANGY. 2) ALL LANDSCAPING MIST BE IN PLACE PRIOR TO REQUEST FOR A GLR^.°~,~ Vw OGGPANCY OR GCTTIPIGA
78~-0 I -OOI G TE aF COMPLIANCE.
785-0 I -00I A 5J AN "AS-BUILT' LIGHTING SI,RVEY WILT, gE REgWREp pRIpR TO Tr£ 15511Af~E OF A GERTIFIGATE OF 4) A LEFT-TURN OC.GtpANGY. LANE ON HEBRON ROAD AT SITE WILL BE GUNSTRLrTEp PRIOR TO TFE ISSUANCE OF AMY GERTIFIGATES OF OGGUPAPIGY
785-0 I -00I B
SITE PLAN APPROVAL STAMP
TOTAL PDR LOT IMPERVIOUS
• •
OWNER • • IMPERVIOUS / LOT NUMBERS TOTAL
LOT IMPERVIOUS
O 5F. / 14 24,25,26,2'1,28,44,48, 63646768,72,13,88 0
D.R HORIZON, INC, TpRR ~NF~N~t~ 2,400 SF. / 29 29,30,31,32,33,34,35,
ENp R1`~R ' 37,41,43,49-6265-bb, 69600 SF. 69-71
3949 BROWNING P 0 2,450 5F. / I 39 2,450 SF.
2550 SF. / 3 36,42,45 1650 5F.
2,625 SF. / I 40 2625 SF.
RALEIGH, NOlri'H CAROL - _
2,650 5F. / 3 38,46,4'1 1,950 SF,
o~ [phone] 2,041 SF. / 20 74-85,89-46 41,940 SF.
-p FFI.iG.~. 9i. ~ 2,340 SF. / 17 52-56,145,253-255, 4pb30 5F.
p ~ 1/~N15 ST. 2'16-2T1~80-285
a $ ~ 4
p ~ Hsrar~ Ok 1,84? SF. / 24 119,114-176,188,190, 44,328 SF.
~ ncc sr. ~ O 192,191-201,231-233, 257-25965-269,
274
` o" SITE 1,801 SF. / 21 86,81,130,139,172,173, 3?,821 SF,
~ (?7,118,179,180,181,187, 191,193,144,145,19656
P a~ 273~14~75
ti rzo aA ~ ~P~~N 2,020 SF. / 126 9'1-118,120-129, 254,520 SF.
131-131,142-144,
146-I11~02-230,
234-25260-264, 210-272,278
I,T75 SF. / 4 138,140,141,189 1,100 SF,
Sl ¦ r-.~ i1YLLA _ TOTAL SµOWN 5!6,614 5R,
G 1 EXISIIl~IG CONDT W ~A~~ h ! o G2 S1TE PLAN PDR LOTS MAX. IMPERVIOUS 5~bbb3 5F CONDITION _ . S T
~GTAL LOT GLUS'~R IM"rP~l10U5 f EXISTING PLATTED gF ~ , ~ ,
_
~ G2.1 SPfE PLAN DATA S Z ~ C-3 SITE DETAII„g ~ DATA SHEET
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U 1 IADTDSCAPE PIAN - - ,E P ~ 2~sso LAN ,
NTS "G~? ;~o''F ti NEB:
, ;,q,. IN H 11,1 ~ qN 9
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1400 5 ZI P2 7709 4005
91 - . 9 36 _ 1 50 _ 00
F AX. 919 361 _ 22 69
I'RI'.l.f~il\ 111- I)[Z:1~1~ - ~ ~ - L r \01 hLLF:.1~'E;ll FOR CO\~`I'h: (ll~~'.
00

- 1 ~ so~a,ea.t, kw. Po e~ I5'9'~ - ~ R7P, Ir 7770 ~ -
' PIN ~4 OD34~OS•44-lyD~ Patel Ip K ~p6.a.pp4 1 Doralhy . ` i i -
Zanhg~ I-S \ ~ Lad Uie~ IND/ Mln / \ _ ->s;a' 5101 5tmley Road ~ - : Durham,NG 21704
i ~ v \ v P'"r' °°g`'°4'"-2N18 I SITE LEGEND Portal ID r: 785-0I
\ ~ 25' OPEN SPACE _ _ _ _ _ _ - - _ - _ R-20 - Rte/I Pa111
\ ~ \ \ ( \ ` \ ZONING LINE 4Me v1>t ~ ---I ( IF---
i\ ~ - n 4 \ \ \ (TYPICAL}--~, ~ _ 1 ! I ~ POWER POLE 25• le w11~.ted
Io ~ ~ ~ Kl (1 Z' x \ \ x.. ` ,O ~ ` r 289 Z ~ T I di
~ n h ~ \ ` I \ Q `r 1 1 272 I 271 I 270 L 5.2 S.F. I ~ 4n \ 7 O I - i 6_ ~ ~ ~ ~ 2 3 S.F I I 1 I .p \ I / ~ ! O 1 5.100 S.F. z stop I' j TRAFFIC DIRECTIONAL ARROW s.F. , NG 1 { E 9~ I
0 T- p \ ~ \ ~ 274 .793 S.F. 3,037 SF. - « ~ , \ \I Q Cp O \ a O < ..nC ` ~ \ I Zee < Par ~r; 185-0I 21 `I I HAN DICAP PARKING STALL
0 0 n s \ , Q' L I F I ` , S.F. o ~ Ives/I P i, i I - , - - - v
I 0 0 ~ \ ~ 0 ~ ~ 20l~ST. I \ _1 ~ > _ ~ , ti,~ 275 s RAMPS Nf cy E _ _ o- ~ \ 1O'NOBUI 1 _ - f ~ • pp \ LD ZONE \ ~ ~ TYPICAL ~ I 0 F I / 1 Sf. ~ Q- < ` HANDICAP RAMPS ¦ I ~ 4- - •2s
` z £ \ ~ FOR ~ _ _ b ~ I 5TREAM BUFFER \ / ? ! ~ 267 ~ nPsaar~~ ~ \ 0 ~ I o < ~ 12-rl,b ~ Z ~ i ~ ~ ~ zoning~ -20 ¦ ¦ PHASE LINE a o
{ - ~ ~ (TYPICAL) l \ ' 6 5' 51 J~ALK ~ _ _ - _ E) y[. PorcellD 7 -0I-020 - U ' • O O _ _ EXIS 6 30' Land ~ e i I ~ _ P ~ ~
/ \ / 7. U9 SI. ~ (TYP ~ P~' . A A I ~ V ~ 266 ~ ~ 5f - ~L SANITA.Rv ~ ROPERTY LINE ~ F..~ ~ ~ , W Z I P SEriER ~ _ _ _ RI - - ~ rn
~ ~ > R I ~ ~ 2ss oo ~uDE ~EENwAY / ~ ~ ~ O DSO it GHT OF WAY LINE
I t EASEMENT T ~ ~ h 9 as6o Sf I ~ ~ < ~ S S.F. I ~ ' i 277 ~ ~ ~ < ~ -¦-r- I ~ LOT LINE a ~
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' \ \ _ 9.049 S.f. _ _ - 265 + - - i+l L _ _ TO BE ABA 1~ ~ - ~ a w 0.
~ \ < _ _ .535 S.F. / - I / ~ s.F. NDONED ~ I 1 CENTERLINE ~ W REMOVED AS NEGE55ARY ~ , ~ z ~N
REE I \ \ ~ - - O ~ ----z U6LI + + / \ I \ / I 1 252 ~ _ _ 264 = -z a I ~ z z 27, Nora L. 5ta11ey 1 # p.- - - - - PAINT STRIPING C, ~ ~ O ~T~ ~-d O O 0
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3 F (TYPICAL) v r ~ / 1 .Z~ e ~ ~ ~ ~ 1~ / ' ~o / Land Use. Res/I Paml Zo^1f19~ R-20 uKrlotce, 8216 / W 1 I / 215 / ~ Parcel ID 7 PIN 0 -5055 / 7.751 s.F. / ~ O ~ ~ ~ 8S-ObOIIA ~ W / ~s. Sq Lv1d Uee: Vacant Raldentlal Zon R-20 ~
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k 117 ~ i 60 PUBLIC R W ~ 0 1 ~ ~ ~ ~ ~ ~ 6,600 SE ~ / / / O -1 REVS A U U ~ ~ ~ IG ~ I - TIDN i ~ / 6,063 SF. I I ' i ~ ~JE3 S.F. ~ Wil Q,
- - - I - n ~ ~ ~ I - = 1 1 \ ~ ~ ~ - k 1 ! , . 217 ~ Y11( ~-Y y i ~ AGE / ~ ~ 1 rru i ~ i ~ 164 \ O 1 m( ~-7 ~ W : ~ / / I ~ I / O V~ 1 1 I •Wll F~1 1~1 ~
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1~ _ / 129 / 1 7,eoo ~ O / ,so 11 n ~ > I O O ~ ~E LAND ~ ~ zn04 / / / 172 e7 m ~ r also / ,os ~ PIN : oas4~- O O 852
~ 7 1 ,623 S I n 6 ~ 1 \ 1 ~ O ~ i , r ~ V ~ / / ~ ~ ~ / 5.922 9.F. : aso s.F. l 6,050 S.f. ~ Zonhg: R-20 ~ ~ 103 ' ~ ~ , \ ~ ~ - 1 ~ ~ Paul m r; 1 I O i ~ ~ i ; j ~ ~ ~ W \ 85 -010
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10 ~ ~ +b /~S ~ ~ ~ ~ 1 ~ I OPEN SP / ~ \ I \ ~ 8,J50 S.F. 10,064 S.F, g .33 ACRE ~ ~ ~ A \ , O \ / / ~ \ \ \ u2 ~ ~ FOR 5 F v ~ \ ~ / ER \ e,aeo SF. +p. - L ~7 S.F. fie, ) Cr O /i / ~
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Q a' OPO i 0' TAPER - a qo, DATE:
F- pl pJ p, ~-ltl---~ql _ _ _411-~.e. 110 RNCrahorp Road ~ ` + j ---,-s~E~ - - /$/o GRAPHIC SCALE
_ - ~ ~ 1 I- ~ PIN ~~I - - - - - _ ~ - - - - _ O 50 100 ~Op SHEET N0. Be-160 - 12' N10 - - - - - + - - -
i...j ,1r R0~5 " ,Parcel ID '102-01-001 \ - - ~ - ~ PIN r: O 1-b9-69G1 ,NG O 4-69-6561 IANES 10':f10' S16HT LANES - - - ~ - - - - - - - - - - - _ - - _
' Zonln9, R-so \ 51DEWALK 30' RIGHT-OF-WAY ~ Land U~e~ brde ' r \ Ptrcel ID '103-01-004 a \ (TYPIG DEDICATION ~--.Zanmg, L~ 1v ia~-ol-co4 ~IA~~y ~ O' TRAN51TJb - 1 inch = 100 ft.
Land Uee~ ores X I'4 (EXISTIN I ~F USE ARF~ ) - F-WAY w~ oru (TYPICAL) DEDIGATO - 4 _ , : ; T MCADAMS
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