20050304 Ver 1_Complete File_20050212

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 14, 2005
Mr. Tom Hankins
Marquis Homes & Company
8368 Six Forks Road, Suite # 202
Raleigh, NC 27615-5083
Subject Property: Forest at Victory Church
Alan W. Klimck, P.E. Director
Division of Water Quality
DWQ Project # 05-0304
Wake County
Approval of 401 Water Quality Certification with Additional Conditions and Authorization
Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with Additional
Conditions
Dear Mr. Hankins:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.0488 acres of wetlands, 11211 square feet of riparian buffers and 141 linear
feet of streams for the purpose of constructing a road crossing access for a subdivision construction at the
subject property, as described within your application dated March 22, 2005 and received by the N.C.
Division of Water Quality (DWQ) on March 22, 2005. After reviewing your application, we have decided
that the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, Neuse Buffer Rules and Non-discharge
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
?o One
N Carolina
401 Oversight/Express Review Unit ? atimallJ
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
Forest at Victory Church
Page 2 of 3
April 14, 2005
Amount Approved
(Units) Plan Location or Reference
404 Wetlands 0.0488 (acres) PCN and other application materials
Streams 141 linear Feet PCN and other application materials
Buffers 11211 Square feet PCN and other application materials
Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed; .the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow,sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project..
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
"certificate of completion" Form to the 401/Wetlands Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to. waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 Permit.
Forest at Victory Church
Page 3 of 3
April 14, 2005
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Sam A. Aghimien, at 919-733-3574.
Sincerely,
("Alan W. Klimek, P.E.
CBK/SAA
Enclosures: GC 3402
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Sean P. Hein, Blackburn Consulting Engr,# 234 East Main Street, Clayton, NC. 27520
Filename: 05-0304 Forest at Victory Church 401 NBR 4-14-05
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
February 16, 2005
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Whom it May Concern Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
Project: Forest at Victory Church
To Whom It May Concern:
Enclosed is a signed application for and 3 additional copies of the site plan and
supporting information. The twin pipes in the stream crossings has been adjusted so that
one is below the stream bed, and the other is 1 foot higher to allow for aquatic life
passage and a low flow channel. Cross sections detail is enclosed.
Cc: Eric Kulz of DWQ Raleigh Regional Office.
sti;vaaeaaase,daat

Sincerely, °

// SCAL .
Sean P. Hein, PL S„

D
MAR 2 2 70.7
DEt"R -WATER QU;,LITY
1"-rU DSAr'.D STOi1.n5ATER Er?Fi' Lff
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
February 16, 2005
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Jennifer Burdette Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 Water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of Marquis Homes and Land Company, I atn submitting an application
for a stream crossing for a new private subdivision road. Enclosed you will find an
application with supporting maps, a copy of a USGS map of the area, a copy of the Wake
county soil map, an agent authorization form from the owner, and a check for $200 for
the 401 certification. This crossing is necessary for access to the property. Please
contact me immediately if you have any questions or concerns with this application.
Please note that the roads will have roadside ditches, and the storm water runoff is
routed through level spreaders before release into the buffers. The twin 66" concrete
culverts used to cress the stream will have headwalls, and the inverts of the pipes are set a
foot below natural grade to allow for build up and continuous flow through the pipe.
Enclosures:
1. Application
2. Wake county soil map
3. NCGS Quad map
4. Check for $200 payable to NC Division of Water Quality.
5. Construction Plans
6. Storm Calculations
7. A summary of the flood study.
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Sincerely, b? .,„>:•``•'•3••. U,
7-1
Sean P. Hein, PLS L-3))95
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R u, cc;l U V? v I j-1 p
MM " 2 2009
Office Use Only: Form Version May 2002
plrl4Fi • WATER QUALITY
V MWIDS AIM ST(?ZI.Cr'ATER BfiNO
USACE Action ID No. DWQ No.
(it 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:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: MARQUIS HOMES & COMPANY
Mailing Address: 8368 SIX FORKS ROAD SUITE 202
RALEIGH, NC 27615-5083
Telephone Number: 919-870-3339 Fax Number: 919-870-9923
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: SEAN P. HEIN
Company Affiliation: BLACKBURN CONSULTING ENGINEERING
Mailing Address: 234 E. MAIN ST
CLAYTON, NC 27520
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dblackburnnmindspring.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: FOREST AT VICTORY CHURCH
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0789.01-17-3872
4. Location
County: WAKE Nearest Town: RALEIGH
Subdivision name (include phase/lot number): FOREST AT VICTORY CHURCH
Directions to site (include road numbers, landmarks, etc.): Take Norwood Road to Victory
Church Road, North on Victory, Site is on left just south of Sunnystone Way
5. Site coordinates, if available (UTM or Lat/Long): Not Known
(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): 9.7050
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary (stream)
S. River Basin: NEUSE
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://ii2o.enr.state.ne.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: WOODED, VACANT,
10. Describe the overall project in detail, including the type of equipment to be used:
ONE ROAD CROSSINGS FOR A 7 LOT SUBDIVISION. STANDARD GRADING
Page 6 of 12
EQUIPMENT WILL BE USED. STREAM CROSSINGS WILL BE PIPED.
11. Explain the purpose of the proposed work:
THIS CROSSING IS FOR ACCESS TO PORTIONS OF THE PROPERTY,
OTHERWISE INACCESABLE.
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.
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V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO OTHER REQUESTS ANTICIPATED. AN APPROVED SUBDIVISION PLAN AND
LAYOUT EXIST ON THIS SITE.
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.
1. Provide a written description of the proposed impacts: PROPOSED IMPACTS ARE FOR
Page 7 of 12
STREAM CROSSING ONLY. NO OTHER WETLAND IMPACTS WILL BE MADE. THIS
CROSSING WILL BE PIPED.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 FILL yes In stream Stream

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://www.fema.eov.
*** 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: nonefound outside
buffers.
Total area of wetland impact proposed: 0.0488 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 CULVERT 141 UT- 9' PERENNIAL

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams oil site: 141
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name
(if applicable) waterbody
plicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
,NaNE

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
ACCESS TO PROPERTY LOCKED BY STREAMS. NO OTHER ACCESS TO THIS
AREA WITHOUT A STREAM CROSSING SOMEWHERE. THE CROSSING HAS
BEEN DESIGNED WITH MINIMAL IMPACT.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence sliall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr. state.ne.us/newetlands/strm,i?ide. html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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://li2o.enr.state.nc.us/wrp/index.litm. 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): IVY
Amount of buffer mitigation requested (square feet): ll/ 21/ 2 76 7
Amount of Riparian wetland mitigation requested (acres): Q
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): U
Page 10 of 12
IX. Environmental Documentation (required by D`VQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
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 D`VQ)
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 Neuse )?
Yes X 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 7967 3 23,901
2 3244 1.5 4866
Total 11,211 28,767
cone t extcnus out su teet perpcnwcular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
.Payment into the Riparian Buffer Restoration Fund.
XI. Storiinvater (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.
EXISTING IMPERVIOUS AREA IS 0%.WAKE COUNTY ALLOWS 15% IMPERVIOUS
UNDER ZONING. THIS IS UNDER THE STATE AMOUNT FOR NITROGEN CONTROLS.
LEVEL SPREADERS WILL BE USED ADJACENT TO BUFFERS WHERE TOPO
ALLOWS.
XII. SeNvage 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.
INDIVIDUAL PRIVATE SEPTIC SYSTEMS
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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).
'3 ._? 7-OS
-I'Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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7
. BLACKBURN CONSULTING ENGINEERING
234 EAST MAIN STREET
CLAYTON, NC 27520
[phone] [phone] ,,?' ?`? ,..... ??/?'?•,
VICTORY CHURCH
1% L
90.86 _; ? ,
DRAINAGE AND EROSION CONTROL ?, .
February 14, 2005
I

STORM P
IPES f JJ T7?

PIPE m Q 1(25) acm SIZE Hm ELEV ---- - ---

1 see flood study

PIPE STATION SIZE CL GRADE INV IN INV OUT LENGTH GRADE

1 twin 66" rcp 354.6 354.3 60 0.5%
i
VELOCITY DISSIPATORS

PIPE LS OPE -Q= VELOCITY LENGTH WIDTH DEPTH STONE

1 0.40°/a 250 9.8 44 27 24" 13"

SEDIMENT BASINS FLOW
DEPTH
BASIN REQ. VOL SIZE PROV. VOL TYPE WEIR 0(1001 (100YR1

LEFT (1) 0.25 _ 454 11x22x2 484 CUSTOM 10 1.75 0.15
RIGHT (2) 0.25 454 11x22x2 484 CUSTOM 10 1.75 0.15

DITCHES
DITCH'
STATION 1=7.5 N=0.03
DAI
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0(10)
SLOPE
PROTECTION
VELOCITY
DEPTH

LEFT 12+50-14+00 0.25 0.7 1.31 15.00% C-350 5 0.26
LEFT 14+00-END 0.16 0.7 0.84 15.00% C-350 4.5 _
0.22
RIGHT 12+50-14+00 0.25 _ 0.7 1.31 15.00% C-350 5 _
0.26
RIGHT 14+00-END 0.17 0.7 0.89 15.00% C-350 4.5 0.22

LEVEL SPREADER

LOCATION Q(10) SIZE
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Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
Re Project: Forest at Victory Church
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Blackburn
Consulting Engineering to act on my behalf as my agent in the processing of permits and
applications, to furnish upon request supplemental information in support of permits and
applications, ect. from this day forward. The 15TII day of February 2005.
Tom Hankins - Mltwgvi S ? CZ
Print Name

gnature
VICTORY CHURCH W/ CULVERT 03-22-05 Plan: Plan 01 3/22/2005
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VICTORY CHURCH W/ CULVERT 03-22-05 Plan: Plan 01 3/22/2005
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FOREST AT VICTORY CHURCH curroN, NC 27520
DAM93 CF e?E'X TOWIMUP, WASP COUNCY, NORM CAROIQL [phone] FAX [phone]

OF W ATFR Michael F. Easley, Governor

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North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality
.. March 11, 2005
DWQ Project # 05-0304
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Marquis Homes & Company
8368 Six Forks Road, Suite 202
Raleigh, NC 27615-5083
Subject Property: Forest at Victory Church
REQUEST FOR MORE INFORMATION
On February 17, 2005, the Division of Water Quality (DWQ) received your application to impact 0.0488
acres of wetlands, 0.257 acres of riparian buffers and 141 feet of streams to construct the proposed
subdivision road. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional infonnation 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. PCN Application Details
a. Please provide a signed copy of the application.
b. Please provide 3 additional copies of the application and 3 additional copies of the site
plans and other supporting information.
2. Plan Details
Please provide cross sections details showing the provisions for aquatic life passage as well as a
low flow channel. One of your two pipes may need to be located at a higher elevation to provide
low flow.
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.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
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
o One
NhCarolina
1?Vaturally
An Equal Opportunity/Affirmative Action Employer- 501,b Recycled/10% Post Consumer Paper
Marquis Homes and Company
Page 2 of 2
March 10, 2005
Sincerely,
or-Z-A ,? 1
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
Sean Hein, Blackburn Consulting, 224 East Main Street, Clayton, NC 27520
Filename: 05.0304 Forest at Victory Church (Wake) On Hold

Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520 !? D
Phone: [phone]
Fax: [phone] F ?? '] 2005
February 16, 2005
V N;;DSF? DSTG „?(
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Jennifer Burdette Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of Marquis Homes and Land Company, I am submitting an application
for a stream crossing for a new private subdivision road. Enclosed you will find an
application with supporting maps, a copy of a USGS map of the area, a copy of the Wake
county soil map, an agent authorization form from the owner, and a check for $200 for
the 401 certification. This crossing is necessary for access to the property. Please
contact me immediately if you have any questions or concerns with this application.
Please note that the roads will have roadside ditches, and the storm water runoff is
routed through level spreaders before release into the buffers. The twin 66" concrete
culverts used to cress the stream will have headwalls, and the inverts of the.pipes are set a
foot below natural grade to allow for build up and continuous flow through the pipe.-.
.
Since "e
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•
Sean I?. Hein; ,PLS
Enclosures:
1. Application
2. Wake county soil map
3. NCGS Quad map
4. Check for $200 payable to NC Division of Water Quality.
5. Construction Plans
6. Storm Calculations
7. A summary of the flood study.

FEB 1 7 1005
DENR _ `'"i U.R CUA.L11Y
ti;cTLh;DS f?;D STO :.;?;,;(cR E ?"J:GH
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If anv narticular item is not annlicable to this nroiect_ please enter "Not Annlicable" nr "N/A"_l
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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
Owner/Applicant Information
Name: MARQUIS HOMES & COMPANY
Mailing Address: 8368 SIX FORKS ROAD SUITE 202
RALEIGH, NC 27615-5083
Telephone Number: 919-870-3339 Fax Number: 919-870-9923
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: SEAN P. HEIN
Company Affiliation: BLACKBURN CONSULTING ENGINEERING
Mailing Address: 234 E. MAIN ST
CLAYTON, NC 27520
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dblackburnnmindspring.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: FOREST AT VICTORY CHURCH
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0789.01-17-3872
4. Location
County: WAKE Nearest Town: RALEIGH
Subdivision name (include phase/lot number): FOREST AT VICTORY CHURCH
Directions to site (include road numbers, landmarks, etc.): Take Norwood Road to Victory
Church Road, North on Victory, Site is on left, just south of Sunnystone Way
5. Site coordinates, if available (UTM or Lat/Long): Not Known
(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): 9.7050
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary (stream)
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: WOODED, VACANT,
10. Describe the overall project in detail, including the type of equipment to be used:
ONE ROAD CROSSINGS FOR A 7 LOT SUBDIVISION. STANDARD GRADING
Page 6 of 12
EQUIPMENT WILL BE USED. STREAM CROSSINGS WILL BE PIPED.
11. Explain the purpose of the proposed work:
THIS CROSSING IS FOR ACCESS TO PORTIONS OF THE PROPERTY,
OTHERWISE INACCESABLE.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO OTHER REQUESTS ANTICIPATED. AN APPROVED SUBDIVISION PLAN AND
LAYOUT EXIST ON THIS SITE.
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.
1. Provide a written description of the proposed impacts: PROPOSED IMPACTS ARE FOR
Page 7 of 12
STREAM CROSSING ONLY. NO OTHER WETLAND IMPACTS WILL BE MADE. THIS
CROSSING WILL BE PIPED.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 FILL yes In stream Stream

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 littp:/hvww.fenia.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: nonefound outside
buffers.
Total area of wetland impact proposed: 0.0488 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 CULVERT 141 UT- 9' PERENNIAL

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.nsgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., darn/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
ACCESS TO PROPERTY LOCKED BY STREAMS. NO OTHER ACCESS TO THIS
AREA WITHOUT A STREAM CROSSING SOMEWHERE. THE CROSSING HAS
BEEN DESIGNED WITH MINIMAL IMPACT.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwet]ands/strmgide.html.
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.
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 infonnation regarding the application process for the
NCWRP, check the NCWRP website at http://112o.enr.state.nc.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes X 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 7967 3 23,901
2 3244 1.5 4866
Total 11,211 28,767
Lone 1 extends out 3Q feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Pavment into the Riparian Buffer Restoration Fund.
XI. Stornnvater (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.
EXISTING IMPERVIOUS AREA IS 0%.WAKE COUNTY ALLOWS 15% IMPERVIOUS
UNDER ZONING. THIS IS UNDER THE STATE AMOUNT FOR NITROGEN CONTROLS.
LEVEL SPREADERS WILL BE USED ADJACENT TO BUFFERS WHERE TOPO
ALLOWS.
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.
INDIVIDUAL PRIVATE SEPTIC SYSTEMS
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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BLACKBURN CONSULTING ENGINEERING
234 EAST MAIN STREET
CLAYTON, NC 27520 ???F??,,,
[phone] [phone]
VICTORY CHURCH
= 486 ' z =
DRAINAGE AND EROSION CONTROL ' 4 J
February 14, 2005 ==F-tN
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STORM P IPES nl
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P1P.E DA C » Q(251 SIZE HM ELEV

1 see flood study

PIPE STATION SIZE CL GRADE INV IN INV OUT LENGTH GRADE

1 twin 66" rcp 354.6 354.3 60 0.5%

VELOCITY DISSIPATORS

PIPE S Om VELOCITY LENGTH WIDTH DEPTH STONE

1 0.40% 250 9.8 44 27 24" 13"

SEDIMENT BASINS FLOW
DEPTH
BASIN DA REQ. VOL SIZE -P BD-V. VOL TYPE WEIR a= (100YR1

LEFT (1) 0.25 454 11x22x2 484 CUSTOM 10 1.75 0.15
RIGHT (2) 0.25 454 11x22x2 484 CUSTOM 10 1.75 0.15

DITCHES 1=7.5 N=0.03

DITCH STATION DA C Q(10) SLOPE PROTECTION VELOCITY DEPTH

LEFT 12+50-14+00 0.25 0.7 1.31 15.00% C-350 5 0.26
LEFT 14+00-END 0.16 0.7 0.84 15.00% C-350 4.5 0.22
RIGHT 12+50-14+00 0.25 0.7 1.31 15.00% C-350 5 0.26
RIGHT 14+00-END 0.17 0.7 0.89 15.00% C-350 4.5 0.22

LEVEL SPREADER

LOCATION Q(10) SIZE

LEFT 1.31 17
RIGHT 1.31 17,
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
Re Project: Forest at Victory Church
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Blackburn
Consulting Engineering to act on my behalf as my agent in the processing of permits and
applications, to furnish upon request supplemental information in support of permits and
applications, ect. from this day forward. The 15Tt1 day of February 2005.
Tom Hankins 4? MA-ag,.;15 3
Print Name

S
FLOOD STUDY
VICTORY CHURCH ROAD PROPERTY
FEBRUARY 14, 2005
Blackburn Consulting Engineering
234 E. Main Street
Clayton, NC 27520
Ph. [phone] Fax [phone]
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This flood study is to determine the effects of a proposed private roadway
crossing of a tributary of Upper Barton Creek. The private roadway intersects Victory
Church Road (SRI 841) and crosses the stream flowing in a southerly direction located
west of Victory Church Road. This stream was not studied in the Wake County Flood
Insurance Study but the proposed road location was in a backwater area of Upper Barton
Creek non-detail study area. All flood hazard areas west of Victory Church Road were
classified as Zone A. This area is shown on Panels 110 and 130 (Exhibit A).
The study stream has a drainage area of approximately 140 acres. This area is
shown on the Bayleaf Quad and is bounded by SRI 901 to the west and SRI 841 to the
east (Exhibit B). Based on the size of drainage area, the SCS method was chosen to
determine peak storm flows. The soils in the drainage basin are primarily Cecil soils with
a small amount of Lloyd and Worsham along the stream. The basin is classified as Type
B soils. The entire basin is zoned R-40 or one acre residential lots. The basin has an
average slope of 13 percent. Based on the criteria, the Curve Number 70 for steep slopes
was used for the hydrology (Exhibit C). The 10, 25, 50, 100, and 500 year storms were
studied. The 24 hour rainfall for these events are 5.5, 6.4, 7.1, 8.0, and 9.9 inches
respectively. Drainage areas and flows were calculated at sections 1, 4, and 7. These
were used as flow change locations in the model. The following table shows the drainage
area and design flows at each of these locations.
Table 1 - Design Flows
Peak Flows
Section Drainage Area 10 ears 25 years 50 ears 100 years 500 years
1 140 ac 250 cfs 331 cfs 404 cfs 483 cfs 660 cfs
4 136 ac 246 cfs 326 cfs 396 cfs 473 cfs 650 cfs
7 132 ac 242 cfs 320cfs 389 cfs 463 cfs 640 cfs
Water-surface profiles for the 10, 25, 50, 100, and 500 year floods were
developed using the HEC-RAS computer program. Cross section data was obtained from
field surveys by Sullivan Surveying. The locations of cross sections are shown on the
Flood Profiles (Exhibits D and E) and the Study Area Plan (Exhibit F). Roughness
coefficients (Manning's "n") of 0.08 for the channel and 0.12 for the overbank areas were
used for all sections.
A hydraulic analysis was performed for both the natural condition and the
proposed condition with the roadway crossing. Both runs were started at section 1 using
a normal depth analysis with a slope of 1.2 percent. The proposed road crossing consists
of twin 66" reinforced concrete culverts with headwalls. The length of these culverts are
96 feet each with inverts of elevation 354.6 (in) and 354.3 (out).
The results of the hydraulic analysis for all storms are shown in the Flood Profiles
(Exhibits D and E), Profile Tables (Exhibits G and H), and on the Study Area Plan
(Exhibit F). From information provided by Wake County (Exhibit I), Upper Barton
Creek backwater from Victory Church Road has an elevation of 361 for the 100 year
flood and submerges Sections 1 and 2 of this study. The following table summarizes the
100 storm event for the natural and proposed conditions with the submergence from
Upper Barton Creek.
2
Table 2 - 100 Year Storm Results
Section Natural Run Proposed Run
1 361.0* 361.0*
2 361.0* 361.0*
3 361.67 363.53
4 362.80 363.90
5 363.68 364.18
6 364.05 364.39
7 367.14 367.01
* - Back water from Upper Barton Creek
As can be seen from Table 2, the roadway construction results in slight increases
in the 100 year flood elevations. These increases are all less than one foot and are
contained within the subject property as shown on the Study Area Plan (Exhibit F).

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VICTORY CHURCH Plan 01 6/5/2000
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VICTORY CHURCH W/ CULVERT 02-10-05 Plan: Plan 01 2/1512005
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368 , WS 500YR
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366 EG 50YR
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Who Reviewed:
DWQ# U tj y 0 3 Date 312-X?-
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.
• ? ,Qy??J v?3
Please provide cross section details showing the provisions for aquatic life passage.
C? 1"? 4 W'r
? Please locate any planned sewer lines on the site plan. 1 n p 5
Please provide the location of any proposed stormwater management practices as required by GC I J
M 1
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
V
? 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 proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
l u .
1.1? \
do iL(1

? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide adsiitiohal
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled - will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over I 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.
' 'lease provide a signed copy of the application.
iii/// c?dL? i S? c r..?? c? cl ? •}? C
Please provide copies of the application, copies of the site plans and other supporting information.
j `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 211.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
-p
I pEMAtERalc ta1ORETE eLOa
r wr. waatr w, orix+m ar aE rNNlmi r-""- \
nAl , I - ~ ~ CUSTOM B. WAKE COUNTY CONSTRUCTION SEQUENCE I,,,,,,,,~d~ JSTOM BASIN REMOVAL SEQUENCE ad,
rr.19-ip a ¦ ¦ 'a ~ NMImNR ~ i I • a ' 1, UPON PROJECT C( N PROJECT COMPLETION AND SITE STABILIZATION, CUSTOM Obta a land disturbing permit. Schedule a preconstructlon conference with the Environmental Engineer. P,,:•'
as o j ~wA° ¦ a ~ AArrEAaNaI _ o \ BASINS SHALL BE RE w. •.;~j ~ SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE 2. Follow special sequence for twin 66 RCPS as listed below. , ;,P b,•, 6 $
GRADED TO FINAL PF Naar TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. 3. Install gravel construction ad, temporary diversions, silt fence, sediment basins or other measures as Q:U _a .
- ~ ~ / ma, r ,l' aaxc'arxaSNaaw 2. WHERE SPECIFIED, j ~ 0 / mNaar Aw .RE SPECIFIED PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN shown on the a roved Ian. tear onl as necessa to ms II a. ~ ~ pp p y ry to these devices. Seed temporary diversions, ~ ;:n d
a~ i ~ SITE WITH BOTTOM W UY DxE tILOdE a, EAClI SIDE DF TEE 5DNC1UiE / I I I 1 ox rrs s• a, Dx eoTm,r Row To ALLOW Poo - ~ - / SEDIMENT BASIN TAB ITH BOTTOM WIDTH AND PROTECTIVE LINER AS SPECIFIED 1N berms and basins immediate) after construction. ~ :N w a~ ~ y N = ~ a ~ NT BASIN TABLE AND TAILDITCH DETAIL OR REPLACE WITH RIP 4. Call Environmental Engineer for an onsite inspection to obtain a Certificate of Compliance. , y ~.r \
AT~LEAST 6uow nE Est a~il~v st~oau RAP DISSIPATER. SSIPATER. 5. Begin clearin and rubbin .Maintain devices as needed. Rou h rode site. %f 'fib : ' ~ ~ g g , , 9 9 ;,y •..d,,,.• N
gtAlx. Puce txE eonoM Row aF eLOacs AoAxm ~ ~ 21 3. ALL DISTURBED AI DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZATION. 6. Stabilize site os areas are brought up to fmish rode with ve etation aVln ditch '~,~N ~P e e g 9 a P 9a
Nm a„r F rIEFDFD, avE uttwl s1~PORr to SUISSEOUENr SCAB ROWS BY PIACREG 2 % A wtl00 $tUD9 7HRpI0H saor wK rAN,a BlOdc OPaWGS. rRtE SCREDI linings, etc. Seed and mulch denuded areas within fifteen 15 der s of com letion of an `''Y"~~~'"'' Y P Y
Ml IOxa araF%wt INNC 2 CAAENLLY nT r1AROWAAE OATH OR COIIPARAe1L 1EMPORMY SEDaAENT Nova a r PAV rant eoa evsu qaa rNN W K aRRaefa aaNglT i1rRAa 1r[ N1RI (OlQ phase of construction.
.uW wt rotu oar waN oanwx AKA WRE MESH TRIM t/2-Npl OPEtWIfS oSER ALL POOL CEWAIEpNO t01a ~I Naar sRAOa ipt r W rFAawaL ads xoT oN®1 Aar NO armor N T( ~ nu N.ar OIOd( OPaelOS m HqD 4RA1el. W PIME - ~ - - q soom m rxoacT oMNr, Pr[ aANm wEAS a caxaln~A?im aaw ^ • ra aaM a a tlj7t wur mow m Ran a rsas 7, When construction is complete and all areas are stabilized completely, call for an inspection by the
mac rNLRf, a a usE aEArl p+AVEL S/~- m t/2-a?CfGI q T T \ arNNx -oN a sav raa was m a[ naar rau. Na gAMETER, PULED 2 CNES OW 11~ TOP s oapAo b . M AKMa Mal AT OF THE BLOCK ON A t 1 SLOPE OR MTRA AND t' M". 10' 9q ael~- - Environmental Engineer. 8. If site is approved, remove temporary diversions, silt fence, sediment basins, etc., and seed out or
d ' SIAOO7M IT m AN E4FH ORAOE. DOt ieT WASHED r YA%. 1 NAU i N?-u? rWt rwaE - tRSrA,,I r ~ caa sraE~ Is RErxIMMEYAED. rNNAr , gait e~ww a rNSruxAnoNOVNertmcdroaurnnc stabilize an resultin bare areas. All remainin ermanent erosi n Paalua, denpa0waaaN rwnon Jaeddbraulkd 4, rrnaM•.fi Y 9 9 P o control devices, such as velocity
4 mu Maw • uao etrgrM aNC raaort olrMluwr aT Aplq nuwnm I h tlnmutrli Phe7. hm tln muW9pWprovidctan nfmlea 1e91afCRSWece •yawAbep p ,should now be installed. Sediment basins are to remain in place Burin home ,*,~.~~~~*R~aa+., b~, 9
OM ~~OI~WOI• .c:•t SFDIHNT OCf!7MW nilt~E ~~I_ Fl1ER Lv" AVERT PpC' 1. r1 kd n C~ co struction phase of project. I. App1Yla~ArWldNtoQtero Odt[eUyinr Oeruatut i~;:
ND SCAIE 9. When ve etation has become established call for fin t ~i r g a a site Inspection by the Environmental Engineer. ~
STANDARD TEMPORARY SILT FENCE 1 BLOCK AND GRAVEL DROP INLET PROTEC110N 13 Obtain a Certificate of Completion.
GRAVEL & RIP AP HORSES OE INLET BASIN 4 f T~; Environmental En ineers Office # W
uPSmEAEI END of srool»tE DIIAq OYEARDw i TOP EIEVAlION OF STpMWA1EA Byron Brady 8 6-6195 ~ w ~
O.S'-1. A 7 WAS£D < . ' I PiE p/y ~ ra Kale Lemaster 856- 1 F~ 6 98 ~ . ~ '-/yc ,ggr tL1 Dove Parnell 856-7549 ~
iMA% STOr1E r . - ' 1 M.e.l ~ ~ Daniel Rowe 856-7459 I
E%ISRNO SLOPE $IEEP CUT DR FE.L $IOPE s i. r ORANIAGE AREA HEIR LExOR11 . . ` . Jake Taylor 856-7548 e~ Z ~
(ACRES) (i1) CLASS 1 RIP-NAP f0.Tdt FABRIC i r ~ ~D~ . ~a.~ , 1 a.0 2:1 SLOPE (MAX) BURY BOTIDM J ~ FI ~
2 8.0 OE' PUIWJOD 3 8.0 4 10.0 E I - aTAMlai paltaaN 0(101 - In cAannelddallan script of un'ng pareNelpJM ~(.NR ,
t M a 120 PDllaf! ~fMyyr ~ ONto'~' N01E; ALL PNiRAU,Y COMPEETED STpW pRNNg - - - J/4' IXTEPoOR 1~Y011.lir~lYOi 5}101 eE PROffciFD Ar iNE 61p a ~•Yr~ tGr9tU0riotlbYfaneO"e; IhB pmltclrvClnukA. ~~r ``;i~v,2~ r ryt{ w t. ~i ~ 6i~. Yk `Il~+.f s. ~ N
OOSTWO SLOPES NDff: EACH OAY aE ADOOADAM(E MiN RESE OETAAS, S1FEL FACE ~ H ~ ~
HEIGHT ~ w16)H OEIEIUANEO 9Y POST (TN.) , EDSiNIC TOPOGRAPHY /ND SEgMWT STORAGE REgeRED. UPSTREAM END Cf OVERPLpw ~ ~f~~'VI~.:'" ,1 AndAr neMrg ~n
VARIES a AndAr n¢Mtg in a 12~ncn Nelldl SroRM ORARI If,gii ~ ~~u~1NE DAM UPSLOPE TOE ''l~g~ 212~nctt Hatnrh ~ 't~ ~'`6~;t~ Sk ,~,I L Jtt ~ ;t ~ ,~711~, ~ ~ 12~nd1 ~~'r.~
POSITNE CRADE 1.0% MAX _ e'-t' ~ N . i/J PIPE ``1t' oveAap JoM supsoy anctw"^91;~,. Andavwdtppn9~ V pl I' N},j', ~ I~ ~:,h
+n ~:~5.• , SLOPES ~ ,'a: r ~'r • dAME1ER 15urt UI m ~'.r`:.iS,4. cit WElRi::s; si': a°.' Nflm RMI RAF ~ 'a. lkAna:. 1. SYn hy9q~npeana4ropu(UC rh roelasiopo mq uNW Am'.n G~y' lk~.AM+nttllejbYykmAyoAkewilm makntnntAetw9aeut
&& c ~ . r. r 2 . 1 (MAIL) ir; ' ~ , vraAh- WASHED S10NEiLTER ...,~•~'a` . ry ~ J,Tarteu vflnN41-AO.ntNfNd. 3 ~-'I 1•"1 R ran J,Ta>eeutUnm.bmyakuAVUpevru„IdonrtrcOrokseUun6urm ~ ~ v` vl 0
~ ISTWASNEDeTOIE ACROSS PIPE NET a~lin \ ? \ \ dxD.mwwn w4end Aerg4Myess6v.~niuFijac 6.IlatSydcB+an ~ 7 O ertY lilrcusecm 9eapml,roe.ty Jtteraurd Jerojedudtarae, ,br..
iglYa.i1G6 vNea Z t - STEEP CUT OR FRL SLOPE WAla Z wipe d rw an lab skf by eidn tln wli~r<~Y eau Judd k Q cw4wed3iaaa+ro NglromdtJdr.[azadap ofAtfGo,Joddehn Ac ~ O NRka do.n *e suer, every 3 n DO eat NMCA a, netrau ePPh>•R
90NS _ NAADWIRE CLO1N ''II N+d•. P EAiS1W0 SLOpE U Naples 1-1 U ~
m axle AOdlgN NAA L•R~ Q!/111?N! a1 AY aALyl V V U an arrte YafiJi~im6 ii~WaC ` to~~.. IAY OVA O.YA nlxwl .;,~~.~.ter~~.~WN~n<tlLero~tl~a..~.a~~e ~~:ti e~ ~ I em afNe pevuupralt lY ixtc,aJarn a+n(re6,lb,,etl MOMh'NY $ t7 ncMJmDdov os.,rmeaa 1 ^
$'2'$ri. 'y'}vi -eS;;,, .rr"."~-., u~.",~as'Y?\~~c~,n'~'~-; ~,-'a .:£Y».µ.~"~;G ~ ``Y^^.r
CHECK DAM 6 DIVERSION DITCH 9 PIPE INLET PRO Ti TEC ON (PLYWOOD AND STONE) 12 1~~)• 4 J t-'1
I r\
50' MM. anus ~
Bur sumcENr m REEF 1. Pur sat FENCE CR TREE PROTECtlorl Face UP ~ SD)w1EMt Ox StE m Ex51s1E caaTRUCnaI amAxcE x usED.
PipaCU1181IOFlatArea- ;;:ti,: = ,'~'=h:;,>%w;~::;<; x! 2 IE• CONSTRUCTION ON IHE SITES ARE SUpI iFUi 1) N T F ~i I S ALL ILTER BASINS AND SILT FENCING AS s®I~c scHEOULE SHOWN UN PLAN, U
NO WOll.deflllad Ch 7E[ MUD K 007 REMOVID BY >HE aOedE TRA --+~*-t- w "~A'~ STONE, ES OFIHE "v.~., ;,fic ~ ..r, is ea 01ER THE tIEN DE 71R ~2'~-Y STONE TO 8E USED 25' ql MADiH OF :•v'..: E>OSTNO •ty' (SURGE 500E OR RAAAOAD~:r PROPOSED S'INEEL afENCIES MUST eE WASTED BEFORE a1FWrt0 iNE :r:. - r't.r s (~"~'-'-~s) 2) INSTALL CHECK DAM IN T AM
ROADWAY ;4:4~`.BAU.AST);~ri anr'r'% NHCNEWIIS PUBUC OAR. E>aSTINC ~0 1.~r.:r., x.~~:i.e :.t3 tEiEARR. 'a. A „ . • 3. P A PROJECT CONTRaES TO Pltl MUD AND OFBPoS ROADWAY ~ .~'.gENE STONE NQ S 12' S RE BELOW PROPOSED
- ,,r.;v'~'~ w OH m 1NE WI&~ ROAD. ( . •l;"'"";~;a."'; A THE60YERNDNtAU1NOdtt Shad I " CLEAN ~ AREA ~ ; v: • . -FABPoC MAY eE ADDED UNDER THE STONE i r'.P'j`i'' ii~1°~r;~Y{~.•°~~:r ~t~ AW 1NYOICE TFE F?UNCUILY 'a. • Y;;:; L:, Shoulders, Side Ditches, Slopes Max 3:1 CUTLET L~CATI~N, USE 23" STONE FAR STRUCTURE ( W TH ~ I WASHED STONE FILTER,
-:k'~•' AESPONSISLE PERSON AS INgCAlEO ON RE F11rA11dl1 ;i.... WE01 NOUED ADD mTAI UFE m HiE RESPONSI8411Y FORM. COFISiR11C110N aTRAHCE f';.:
DATE PIAn oA~ TrPE PLANTING RATE 3) CLEAR ONLY WHAT IS NECESARRY FOR TEMPBRARY DIVERSION AND PIPE INSTALLATION,
' ~ Aug 15 -Nov La Aug 15 - Nov t Tall Fescue 300 Ibs/acre 3) INSTALL DIVERSION CHANNEL PER DETAIL,
Nov t - MDI Nov 1 -Mar 1 Tall Fescue 300 Iba/acre & Abruzzi Rye 2s Iba/acre 4) INSTALL CULVERT AND HEADWALLS,
4 ' - SS' Mq. 1S' MIN. NEw OdJSiRUCTION NfEJ ODxSTRUCRON Mar i -Apr ' EAISTENi ROADWAY ~ EIESi"0 ROADWAY Mar i -Apr 15 Tall Feacue 300 Ibs/ocre 5) FILL DIVERSION CHANNEL AND CONSTRUCT READ FILL,
~ ; ~ Apr 15 - Jur Sacdon ~ F her Nolos blanKat 4, ,:ti Jul 1 - Aus Apr 15 -Jun 3o Hulled Common 13ermudagrase 25 Ibs/ocre 6) SEE REMAINING ITEMS IN CONSTRUCT N S N
~w.t':~'' 12' YN. 1. la is thB length OI the riprap a' WI. .,f:4'~ aa:•:.^.•.', y;arv,.y.-Ta'lr;'or.~ 6' MEV. s Jul 1 -Aug 15 Tab Fescue and 12o Iba/aaro IO EQUE CE. eerBrowntop Millet 35 Ibs/ocre 7) CHECK DAM IS TO BE REMOVED AND REPLACED
~ PlpeOudettoWelLCellned apron. tRff. Chenne 2. d. t.5 times Iha maximum tlas ExTRANCE APPLIES Olar m aTwvNCEs StOna diemeteY but npt (a5E AJSRIC DENIER S10NE • OF NDn~Ul1 S1Nd.E iA10.Y RES10CI11AL Iee1S. " '~•or Sorghum-Sudon Hybrids 3o Iba/care BY OUTLET PROTECTION APRON AS PART ~F ITEM 8e
than 8 , Slopes (3:1 to 2:1)
3. In a well-0elined channel ex• fendtha apron up the dlannol
p A banks to an elevation o1 6" Mar 1 -Jul above the max imu m tEai (water depth orto the lopoElhe bank, \ Mar 1 -Jun 1 Sericeo Loapodeza (scorified) 50 Iba/acre y
l whichever 191853. CONSTRUCTION ENTRANCE 7 REST NTl N (Mar 1 -Apr ~ a.AfillerDlanketorfiEerfabric DE AL CO STRUCTION ENTRANCE S ~ ,H1 (Mar 1 -Apr 15) Add Tall Feacue 120 Ibs/acre a
shoultl be installetl between (Mor 1 -Jun Plan the ripret, and soil hwndelgn. (Mor 1 -Jun 30) Or Add Weeping Lovegroa f0 bs/ocre 0
(Mar 1 -Jun Jun 1 -Sep (Mar 1 -Jun 30) Or Pdd Hulled Common 8arrrw+dograat 25 W/aare a Jun 1 -Sep 1 '„Tap Fescue and 120 Iba/sae
"'Orowntop MBbt 35 Ibs/acro Tn U
La e e rea er ons ruc ion I U L or Sorghum-Sudon Hybrids 30 bs/acrc ~J dT+
Sep 1 -Mor ' i = L I; ;a I S 1 -Mar 1 Serieea deza unhulkd-unscorified 70 Ibs ocre r-~1 ep Laspe ( ) / and Toll Feacue 120 Ibs/acre O
e c i i c a ions (Nov 1 -Mar •ly ~ 3 9GCtAnaA I I~n~wir t (Nov 1 -Mar 1) Add Abruzzi Rye 25 Ibs/acre
Flller hlankal 1. Level spreaders are to be installed following installation of rip rap Consult cons. N z
energy disslpators. odditiatOl inrG Consult Conservation Engineer or Soil Conaervotion Service for odditionW infortnotion concerning oMer ahematNes for vegetation of ,,•l
2. Construct transition section to fit width and depth of spreader insuring °enided °r°°' denuded oreas. The above v etation rates ore those which do well under E"t
locol conditioT r ~ that level spreader weer is place in undisturbed ground with weir being loco) conditions; other eeeding rate combinotions are pwsible. r~ I~i W
along a flat grade. •aNTemp,rory •*~1'emporary -Reseed acceding to optimum season for desired permaneni r~1 ~
3. Dig depressed area upstream of weir per specifications and flat footing vegetation. ( ve etation. Do not allow temporory cover to grow aver 12" in height before U >J 9
for block weir. mowing, ocher mowing, oiherwise fescue may be shoded out, FABRIC I,D' W FABRIC END ~ LINING ~ w
4. Install continuous wall of 8"x16" block providing a weir length per the a x TO BE EMBEDDED ~
speclflcatlons. Optional gravel may be used in footing to facilitate leveling. 5. Backfill u stream side of weer SLOPE p and fell block cells with soil. IN SIDE SLOPE ~ SLOPE STABILIZATION REQUIREMENTS ~
6. Immediately seed and mulch all disturbed area. 3:1 AN[ Io~ 3:1 AND FLATTER - GRASS
2:1 TO A a 2:1 TO 3:1 - SHRUBS & VINES 1) CHANNEL HAS 2.8% SL~PE+
1.5:1 T( 2) CHANNEL TD BE N T x 1.5:1 TO 2:1 -RIP-RAP LI ED WI H NORTH ~
AMERICAN GREEN C125 FABRIC WITH
STEEPEI ~ TRANSITION CHANNEL STEEPER THAN 1.5:1 -RETAINING WALL 'D' STAPLE PATTERN,
1/'~ ~~~wy ~ ~ V ~ I y U V O SEEDING SCHEDULE H
_ W •Y x
r vV y yTRANSITION VEGETATED W y TION TO 0% w
n DIVERSION GRADE ~f4 QiS~ , W W y W ~p~p'e .~A/~A H ~ w sEEDeED a~~anoN ~
Ut~N y6at5 a ~ • W •V W .Y ea~~,.}~ pp W U
~I4~•IGQ WGiLe pW •r•`• W W r• W W ./~i I D r y y vY y 0 Q
r^ P Ga1L ` ' y y STABILI2E0 1.) CHISEL 1 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES Z
7oE oP p+tuc. W •a W y,OPE DEEP OV DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. ~ TYPICAL DITCH
54QP6. /~RT ~ A 1 ~ W~SRW S~ `Y W W W ~ ~ , r~ ? ~ 2.) RIP THE r.il ~ M1` /I~ FI~"v~ ~ •W ~Y W W .Y W 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. F'
~ as M• ~ • `L' y y y m a v 3. REMOVE 4 WC ) aa.y~ W `Y W W W W y LEAVING 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ~
LEAVING SURFACE REASONABLY SMOOTH ANO UNIFORM. ~
~ , n rr y y V/ y ~ r r W RAILRGAD nE 4.) APPLY AI 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
g X 3 Y iA LANDSCAPE UMBER OR UNIFORM PE8?J BLOCK REINFORCED ~ s `r ~jTDN>r ~ STABLE iNDISTWRBED W y y W y y W W LEVEL SPREADER A• »
SQ OUTU:T W 0?: AT APPROXIMATELY S.) CONTINUE W W W y W W W y EXISTING GRADE REASONA - FIRM j 12 Q 5.) CONTINUE TILLAGE UNTIL A WELL PULVERIZED, ~
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. S REVISIONS: ~A ~
r~JE1 f~ D~i"AiL W y y V/ W W y y v. v, 6.) SEED ON 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER C~ Di'
1bF DAd1 SEED LIG RAE.-ROAD 11E SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
o ~ B~carvcnela~ac wotx 7,} MULCH I 7,} MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. AS SPECIFIED
ig eu•o AND FRLED vNaAea i~'cN ANo Bue~f \
~ :rAaE P T ~P ~'DG~ n orF,x r 8 } INS EC 8.) INSPECT AlL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR DITCH TO BE GRASSED WITH C350 LINER
TARP p~afE,Cltor~ IA1~IR.I.lr•+r;f YA d,nEt u RESEEDIP fitN• I of TA~FT~ , ( 2 RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBIE,IF SCALE:
STAND S ORIGINAL STAND SHOULD BE OVER 609; DAMAGED, REESTABLISH FOLLOWING ®SLOPE AS SPECIFIED ON PLAN N/A ORIGINAL LIME, FERTILIZER AND SEEDING RATES,
3"STONE BED (OPTIONAL)
~ 9.) CONSULT UO 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT DRAYVN BY:
lots. Slats shall AND FER AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED, SPH
hall be 6" SCN 4Q PVO with clean-out cap asd s Orallldown risers ~ laced at 90 intervals around the
be }r? ride vertical saw cuts. Slots shat. be p ~ orated * APPLY: hall be 8" long. One set of sots shat,. be sap * APPLY; AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS) DATE:
pipe (b slats). Slots s f sets of slots shall be ACRE IN the next Set by 4" of solid pipe. The nunber o FERTILIZE( Fran FERTILIZER - 1,000 lbs. /ACRE -10-10-10 02-14-05
d th of basin minus ans. the l th pf DIMENSIONS SUPERPH( SUPERPHOSPHATE- 500 Ibs> /ACRE -20~ ANALYSIS
~ the weir shall be the ridth specified ~9 The to used to protect d tp MULCH - 2} ~ s l , If multiple tarps are use ENTRANCE END DEPTH LENGTH ANOTHER MULCH -2 TONS /ACRE -SMALL GRAIN STRAW ANOTHER -ASPHALT EMULSION ®300 GALS./ ACRE PROJECT NO,
to shall be according to available uPP y ~ at least 12". ~ f backsl then tarps shall be overlapp WIDTH WIDTH
extend protection to toe o 'oPe shall be 50 mil heavy u shall overlap dornstream tarp. The tarp 10 3 6 AS SPECIFIED J- 391
Uastream tarp _ t^rnIAArAIT r"1AnIwI 'YAWL r-
duty silver tarpaulins for sun resistw1%;w. OGUIIVIUV I C3/-~~IIV IHtSLt
3 Basin shall be cleaned out When } full.
(ALL CUSTOM BASINS) SHEET
BASIN LENGTH WIDTH DEPTH WEIR LENGTH
22' 21 ,0,
2 22' it' 2' 10'
5
of 5

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TABLE OF CONTENTS 's~'p' ..a.. e•
° , I~trt il191t~t~~~5
PAGE 1: COVER SHEET
PAGE 2: UTILITY AND LOT LAYOUT
PAGE 3: EROSION CONTROL
PAGE 4: STREET PROFILE . u
PAGE 5: DETAILS AND SPECIFICATIONS . ~ m
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OWNER: ~'~Y SvNN~s U
MARQUIS HOMES & COMPANY ~ WITHOUT ADDITIONAL MEASURES) C{~ (
8368 SIX FORKS ROAD J~
SUITE 202 ~ ~
RALEIGH, NC 27615-5083 L ~~~~'P
D.B. 8528-1275 S~ F /~~0~ `
'DEVELOPER: ~
MARQUIS HOMES & COMPANY ~ Cy RCy ~~~'GP~ NOTES: FROM SULLIVAN SURVEYING. d
1, BOUNDARY INFORMATION TAKEN z
8368 SIX FORKS ROAD HIC INFORMATION TAKE SULLIVAN SURVEYING a 2. TOPOGRAP ROM DATA FROM SULLIVAN SURVEYING
FORMATION FOR ROAD GRADES TAKEN F p 3, IN ARIAN BUFFER INFORMATION PROVIDED FQR S&EC. ~
SUITE 202 4. WETLAND AND NEUSE RIVER RIP AY NEED TO OBTAIN d PERMIT FOR LOTS MARKED WITH AN ,THE BUILDER M U
5. BEFORE AQUIRING A BUILDING GINEER ARCHITECT OR M COUNTY ZONING ADMINISTRATION. THE BUILDER S EN x A FLOOD HAZARD PERMIT FRO ARD REQUIREMENTS ARE MET. F
RALEIGH, NC 27615-5083 ~ RTIFY ON ANY PERMIT THAT ALL FLOOD HAZ SURVEYOR MUST CE OF PERMANENT STRUCTURES IN THE AREAS OF WAKE a
0 SHALL BE NO FILLING OR THE ERECTION PPROVED BY 6. THERE RAL EMERGENCY AGENY ZONES UNTIL A FLOOD STUDT IS A
F OOD HAZARD SOILS OR FEDE z COUNTY L
CONTACT: TOM HANKINS o WAKE COUNTY OR F.E.M.A. T THE FOLLOWING REQUIREMENTS: IN THE WATERSHED BUFFERS SHALL MEE
[phone] 7. ROAD CROSSINGS ALTERNATIVE TO THEIR LOCATION EXISTS. NT
A. NO XTEND BEYOND THE REQUIRED RIGHT OF WAY OR EASEME ~ DISTURBANCE DOES NOTE E-+ F B. BUFFER N 90 FEET WIDE. ~
TH OR IN NO CASE IS MORE THA w WID THAN 9 000 SF ~
FAX: [phone] ~i ENFIDD .BUFFER DISTURBANCE IS NO MORE I LE W p
WAY C FFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSS B D. THE ROAD CROSSES THE BU v
NOT LESS THAN 60 DEGREES.) w (AND (/1
NOT EXCEED 2:1 SLOPES. [--1 E. SIDE SLOPES DO ARD WALLS MAY BE USED TO MEET THIS STAND )
BRIDGING AND/OR RETAINING NT. ~ ( T D FOR THE 25 YEAR STORM EVE ULVERTS ARE DESIGNED AND CONSTRUC E
F. ALL C A DRAINAGEWAY OR WATERSHED BUFFER. ILDING IS PERMITTED WITHIN 20 FEET OF NO BU
soo o soo iooo isoo a
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SCALE IN FEET F
x
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VICINITY MAP
NOR FORES z
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REVISIONS:
SCALE:
AS SHOWN
DRAWN BY:
SPH
DATE:
02-14-05
PROJECT N0.
T J-391
ET SHE
~ rr t rTrrrnl2 v (^'NT T
COUNTY, NORTH CAROLINA JAI II u
BARTON'S CREEK TOWNSHIP, WAKE COU". OF 5

~~~~~it4]1~i17„ry!
~P,.. . gyp,
TABLE OF CONTENTS:
PAGE 1: COVER SHEET `j a . , 4, . ~p J s~,r :~"n ¢ co ZodJ
.N ~ rn `n
PAGE 2: UTILITY AND LOT LAYOUT
PAGE 3: EROSION CONTROL . , ~p A~ N Q t,, ~ -r..
PAGE 4: STREET PROFILE
PAGE 5: DETAILS AND SPECIFICATIONS
. U
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OWNER: P~
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MARQUIS HOMES & COMPANY ~qY N~S~~N~ ~ w ~
8368 SIX FORKS ROAD SvN G? rn
® ~i
SUITE 202 J~= O
WITHOUT ADDITIONAL MEASURES U ( )
RALEIGH, NC 27615-5083 ~ , ~ ~ 1
D.B. 8528-1275 ~ ~ ~~~~'P~ ~
~ F
6F nC1"H
DEVELOPER: S~ E `~'~f- ~
MARQUIS HOMES & COMPANY
8368 SIX FORKS ROAD ~ Cry ~O
SUITE 202 ~R~N ~o`~ P~ NOTES:
1, BOUNDARY INFORMATION TAKEN FROM SULI_iVAN SURVEYING.
RALEIGH, NC 27615-5083 2. TOPOGRAPHIC INFORMATION TAKE SULLNAN SURVEYING d
3. INFORMATION FOR ROAD GRADES TAKEN FROM DATA FROM SULLNAN SURVEYING x
a 4. WETLAND AND NEUSE RIVER RIPARIAN BUFFER INFORMATION. PROVIDED FOR S&EC. p
CONTACT: TOM HANKINS , o 5. BEFORE AQUIRING A BUILDING PERMIT FOR,LbTS MARKED WITH AN 7HE BUILDER MAY NEED TO OBTAIN a d
A FLOOD HAZARD PERMIT FROM COUNTY ZONIr~;,. ADMINISTRATION. THE BUILDERS ENGINEER ARCHITECT OR ~
[phone] ~ v SURVEYOR IrWST CERTIFY ON ANY PERMIT THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. 6. TH S N T C x ERE HALL ~ NO FlW G OR HE E TION OF PERMANENT STRUCTURES IN THE AREAS OF WAKE h
COUNTY FLOOD HAZARD SOILS OR FED MERGENCY AGENY ZONES UNTIL A FLOOD STUDT IS APPROVED BY ~
FAX: [phone] ~ 0 WAKE COUNTY OR F.E.M.A. ~ z
7. ROAD CROSSINGS IN THE WATERSHED BUFFERS SHALL MEET THE FOLLOWING REQUIREMENTS:
A. NO ALTERNATIVE TO THEIR LOCATION EXISTS.
GLENFIDDICH B. BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT OF WAY OR EASEMENT
WAY ~ WIDTH, OR IN NO CASE IS MORE THAN 90 FEET WIDE. F C. BUFFER DISTURBANCE IS NO MORE THAN 9000 SF F
W z D. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE. ~
W p (AND NOT LESS THAN 60 DEGREES.) U
E. SIDE SLOPES DO NOT EXCEED 2:1 SLOPES. w
soo o soo ~ooo isoo (BRIDGING AND/OR RETAINING WALLS MAY BE USED TO MEET THIS STANDARD)
F. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 YEAR STORM EVENT. ~
8. NO BUILDING IS PERM{TTED WITHIN 20 FEET OF A DRAINAGEWAY OR WATERSHED BUFFER.
SCALE IN FEET a
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NORWpO FOREST ~ w
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REVISIONS:
SCALE:
AS SHOWN
DRAWN BY:
SPH
DATE:
02-14-05
PROJECT N0.
J-391
A T vTrTnu v ruT n~ r
t l 1 ? lti 1 Vl\ 1 \il l V 1\ti BARTON'S CREEK TOWNSHIP, WAKE COUNTY, l\til l
NTY, NORTH CAROLINA ~l
U

IN
/
/
BUSBY J & JOAN T SMITH
PIN 0789-08-7480
/ ZO ING: R -40W
RESIDENCE
0
RAJU V & NITIN A SHARMA
PIN #/ 0789-08-9395 /
ZO NG: R -40W
RESIDENCE /
CHARLES P MCCAHON & SHELAGH DOYLE
PIN # 0789-18-2299
BoM 1994-1719
ZONING: R -40W
RESIDENCE
S 75�" e
SUNNYSTONE WAY
Ul �Sh
?33,80.
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I I u E 320.36'
BARTONS CREEK BLUFFS ASSOC INC
C/O BILL CLARK HOMES OF RALEIGH LLC
PIN # 0789-17-3238
BoM 1995-667
ZONING: R -40W
HOMEOWNERS ASSOCIATION
YS�ONE WAY
SUNK � \
9
\
BARNETT & ELIZABETH \
BERNSTEIN
PIN # 0789-18-6282
ZONING: R -40W
RESIDENCE
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BARTONS CREEK BLUFFS ASSOC INC
C/O BILL CLARK HOMES OF RALEIGH LLC
PIN # 0789-17-3238
BoM 1995-667
ZONING: R -40W
HOMEOWNERS ASSOCIATION
YS�ONE WAY
SUNK � \
9
\
BARNETT & ELIZABETH \
BERNSTEIN
PIN # 0789-18-6282
ZONING: R -40W
RESIDENCE
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DATE:
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PROJECT NO.
J-391
SHEET
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PROJECT NO.
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DATE:
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PROJECT NO.
{ II~ i~ J-391
' - -
30 o so eo 90 SHEET
Jim, SCALE IN FEET 3
yY. ~ ~ TOTAL DISTURBED AREA 2.0 ACRES
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DATE:
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TW TWIN 66 CP W TH
NE HEAD ALLS NCD~ PROJECT N0.
. ' J-391
350 SO SO 380 SHEET
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DEWAIERINC CONCRETE ttOCK r vex
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uA~ I arc ¦
CUSTOM B. rA r:-I/9 a ~ e w. +o aA INim~td ~ I ~ ~ / edE wan • JST A I WAKE COUNTY CONSTRUCTION SEQUENCE OM B S N REMOVAL SEQUENCE
I. UPON PROJECT C( _ ~ ~ ' a' ~ AAA lpdwyl m ~ BASINS SHALL BE RE N P - ~tt~~,,ltrrrl,rprerre ROJECT COMPLETION AND SITE STABILIZATION, CUSTOM 1. Obtain a land disturbing permit. Schedule a preconstruction conference w' .r~~ I SHALL BE REMOVED AND ENTIRE STRUCTURE AR Ith the Environmental Engineer. r P EA SHALL BE 2. Follow special sequence for twin 66 RCPS as listed below, r
daed ~ ' ~ ~ - { CRAOED TO FINAL PF D TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. 3. Install gravel construction pad, tempos diversions silt fen ~ ~r'~~` 6,t
` 1 o ~ sado,,,I,~~ ~ndalxYwdtln 2. WHERE SPECIFIED, o~ - :RE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN shown on the a raved I ry ~ ce, sediment basins or other measures as o.p _a ~ , pp pan. Clear only as necessary to install these devices. Seed tem ors dwerslons `~i' ~m ~
~ SITE WITH tAY arff ttLarx EApi sEff aF off smucn!nE ~ BOTTOM W t t a+ I,s saE N n,E aoTmu Row To Auow Poo ~ / I I 1 - ~ SEDIMENT BASIN TAB ITN BOTTOM WIDTH AND PROTECTIVE LINER AS SPECIFIED IN berms and basins immediately after construction. p ry , ~ ~ ~ ~ NT BASIN TA A t'
AT LEAST z Naffs eELOw Tlff cPEST a nE sraRM ~ ~ ~ RAP DISSIPATER, GRAN. IucE off 90TfCM Row of Hlopcs Ao~r+sr BLE ND TAlL01TCH DETAIL OR REPLACE WITH RIP 4. Call Environmental Engineer for an onsite inspection to obtain a N ~ Certificate of Compliance. y ~ SSIPATER, 5. Begin clearin and grubbing. Maintain devices as needed. R :y '•.O ~
n1E EocE aF nIE stave oRARd fat uTERAL stwPmT wro ro AYON wrSTlollts RttEN owEaFtetr ocgets xr SLOPE, EAA~EL FlL1ER HD 9CHE 3. ALL DISTURBED AI DISTUR A • • ~ • ough grade site. b ~ BED REA SHALL BE SEEDED FOR GRASS STABILIZATION. 6. Stabilize site as areas are brou ht u to fl I '••d•"'` N
"rn nodr K tTEEaD, a1E utalAL stmPOaT m suesEAUOrr dqa raD rATldt AOa3 nY PLApNO 2 x ~ WOOD solos /1NdlAN 8AT rau admnA owe ttOCN OPpiWY' WRE SCREEN g p n sh grade with ve etatlon avin ditch ;a P . 9 ~ p 9a N D linings, etc. Seed and mulch denuded areas wl ~ r,}
a~ ~.aR 2 ~ aasNY tnwnt T aooPE bN s ~ ~ sEnnotT oexAtEaNC '"~cani0n«i. nrd amalm sTOAwr rfe dear rom then fifteen 15 da s of com letlon of an 'rrllftff hose of cons ru Y p Y p t ctlon,
ux IL7 raa oar wp DataAE ArEA 1f ~ ttOpD OPENNOS TO H010 GRAVEL N Puff. _ ~ - nand 7AIUi 7dlw dMNL w w AAt fL1R daEl lWN 0.rAL ODDa M01 eXa®1/{ ACE NO IE1p N w AM NpbNLL APTAS C ifD n0R h ' rCl RPM C 0.r a nRDI®1a wemotT nonNd NE Mary ~ J. ISC aEArt CRAdQ, J~... Tom'-Rat N T r~r 7. When construction is complete and all areas are stabilized com le I
-f11D C 0.7 fe1CE Wass 70 6[ fuREd,vlat, Ne~O MICE \ J aMdou~io IIAT pMI t0 ADAtI aw MAr. ~ aAbt raA AIgIDR wM aT aAME1FR. PLACLD 2 pffS 1Fff TOP 1' MN. IS' - Environmental En Ineer, p to y, call for an Inspection by the 9
`A1D s°Fioo'~iN n T~o,°a" eAZ+'~~ o°NOT rr~aTTOtiwsN"1Dm r NAx 1 eo>c "a' R,a ~ - sTDNE s RECpRIENDEb, ! • afAruoa AR eves I AP"AII ta~rAT.L, 4 oria""ao~a0•' ww AaraTarr wwla dlddd P A 8. If site is approved, remove temporary diversions, silt fence sedim INarAUAS10Naf+NE1TrNGAND A1.1TfYNC , ent basins, etc., and seed out or Fa~.~w.».,bo~,a~~v.,~.~ stabilize any resulting bare areas. All remaining permanent erosion control devi
oa Pn „ aNxta soar a I h % °0°f° ~ daAOR avaXaEw our daNn .epldpw dwDCRa N dND1EiA • A.~'r S7 do waW nnweamYnaamiwu Arrywaakatn~ypeproMnuaEa,pam ces, such as velocity ar<~nwraaa,aviAn«.aofalm.loslaeasahsawmakep dISSI stars should now be In p staled, Sediment basins are to remain in lace duri
SEDNEHT ~f!71f W '11pL1 aa1Y. ~ Arn ~ y~i PDed~ ~ 9~.1~ ~A,E T. Arolr u psd~YUtUp6mir~eusaahHggaGi.a. p ng home construction phase of project. VI I. kdY OrAkttlllaaGSeeOMOCe Win) the nraau.
9. When ve etation has become establish t~•~ 9 ed, call for a final site ins ection b the Environm r~i
STANDARD TEMPORARY SILT FENCE 1 BLOCK AND GRAVEL DROP INLET PROTECTION 13 Obtain a Certificate of Com letlon. p Y ental Engineer, ~ P
GRAVEL & RIP AP HORSES OE INLET BASIN 4
LMS,REAM EraD w _ awal ptAN D1ERF10W TOP ELEVATION OF STatMWA1ER - - - . 0.S.-~• Environmental En ineers Office ~ w Byron Brady 8 6-6195 ap
p y rowACtm Kale Lemaster 856-6198 w rn
S10rAi SEED 1~ ~ A 1/3 PIPE ' ' p. d OL1Lff1FR " Dave Parnell 856-7549 Z ~
~ EXKTNO SLOPE S1EEP W T OR FlLL SLOPE di , ~ . A; P: atAWAOE AREA HEIR tEHO1H . , . . (ACRES) (f T) CLASS 1 RP-RAP Fd7ER fABRtC ?~'.'b:. . Daniel Rowe 856-7459 Jake Ta for I y 856-7548 LJ
1 4.0 2 BA 2:1 SLOPE (MAX) IRRtY BOIf011 ~ • . c~
J &0 PLTW000 4 f0.0 I ~ f b 120 N11! YE1y waiFYpWI'!'~Yl~dq - - IncMnAds.rdlaul ~npc olnnlirg pmaS'olrotM 1~T'11 E
d1t'L.d~ii fllfllQ elMdnu ~ apNder ND1E: ALL PM1W,t,Y COMPLETED STORM atANS - ~ 3/4 E7nEPo0R dreNbnoflbrrantlv+er Me Drotaiiva mulcn. ^ w Q
EDJSTNC SLOPES ~10~ SHALL aE PROTEC7FD AT 71E fAb Qf PUYgOp ItOff: Y W ACOgiDAtK£ M1N ntesE 11EI6HT ~ ND1H OEIERLYNEO aY STEEL rTJra u 'Wry. 'fin N.,
Ewstwc TaPanu11Y AND POST (~J YARIES SEMLffNT STORAGE AECUNED. St ~t3~ Oi pyptrLay AAdax natlhfi ~ Y ,n ~~~tang~ z VJ
~ ~ ~ DNI a f2~nm fralch - FOR STABILIZAnai ~p~ppE T~ POSIIIYE aL10E I.OS MAX. Yuz a f2~nm froncn i 8iar ,2.~ncp % FBI z
a' 1' H 1/J PWE ovoAaC JOMSIAp6by andlCrirq, •~aorwuvaw. ~ U
~''4':ti< ••,IR~•.R;U :~~•1•,+ NEYED RIP RAP SDE STAPES ~ . d: i A'? • dAMETER z sunuyb ~.4°~: '.4'ii r.T~ ' 2 : r A A: ~ lkp~.Al z s,nu ~ 1~i a s~n~~taaotsror„tan,~nwt«swawt~aaam.n ~ tkp,d;.AMOwnee7.rbYpbaApO.Wewila mnMrwtebutwnso~,I
whkk!-d0.O171flkl.
PS7WASHEDSTONE ACROSS PIPENIET~ ~ 3,Tdw~ ~r^'Hz a TOacuotlwon,bartkuhdnpevdlns,Watrcre0rokatAweiwe VL ~ o dxy,wkrerb ai4mdoagrlkmly ashes.aieFgwcQllA SapkAeut VL cKry ltlrcGSlpaesebpevl,ornery JO.roubJwed,aadbmaai ~ ~ O
L'DfWT 11dM cwry ltltel AA11e~E..YiY, Wlxrt 2 a S FILL SLOPE I d+dl+Vped3 Who 2 aApt d ret as 4li dG br Ida, Un ouiewn •lea,lodd le o •~uNWo7 7 ionb~, m W Gk4 ayglrL Lazh m~ d' Pt4iK ~d do k
s Ekts)yy0 - HuIDwARE a pd ~ ad.,~ ,D AdE ADDIA(E ~•~[p(~/y~'?M1~ u wpfo7 down eeaeLa,mry3R00.a1 preWt eA nN when yplpir~ W rllpal O ~I VJ
ADD M1w1Y CtY1T OYA llAf~.Jit~iAfOfa U V U L iojDi•p aw Orlkp L iojnin momgn.ct,mKbtouelrrlEueodofJe oewm,Awtgihe U V r~` aM Oftk pcwo-u rte toixtp,ac4wn uiHpab.llyood wpleevpp MI
IT ixl.alw 7 IY nclLwlar6dowOCnGarAOI b nl l.' J
ECK DAM 6 DIVERSION DITCH 9 PIPE INLET PROTECII ON (PLYWOOD AND STONE) 12 Yd ~'$'t 11~~11 t('~
8.: ~ i ti" ~
~
out w IffEP 1. Pur SILT fEtKE oR TREE PNOtEDT10N FotcE La aEarIEMT eN EatsnaACnoR ENTRANCE ~ IwEa. r-r- ~-`"J r' a f~ r n , +n, r~ _ ~ ~
PipeOmlettoFlatArea- ;;;4.:;,•y,•, .~„~2»;~;.'~,"•; k' 2 a cOratRUCaort at tHE ~rES ARE Supt THAT NoWeltdatlnedCnannel • :~•'D' `•v*i"I;:''r. ,T...;.v,STh°.a;.L hr•; . THE tELO IS NOT RpdDYtD 9Y nE VEIepE 1RA14- ' ~ ~..r-.., - 1) INSTALL FILTER BASINS AND SILT FENCIN Iii sE~NC scHEODU: GAS
ti.;~f-r staE A K irsEOy" 2s' CR wDnt of No aTVi THE aroNE, tNEN nE tTREa a tNE EwstNC sroMe a RAaRaD' foRaES NUET x WASdffo etPDRE onMSw nfE ~ <`~„; , • , T ROADWAY ,~~i'•~v ..:5:.. PROPOSED SWEET, P~ RM0. ,,y r ' :,u: J° SHOWN DN PLAN,
3d A : vr, s~A.,: . AM~i,is WapIEVER IS a. O :.:tv~s°l".''bS~.~,•~/,•.~ 1~`~.,~ •A atEATER, 3• ~ A tNTOJ[CT OCN1aeffS to PIRL MUD AND af11eS ROADWAY ;.7s: '~"•r,k w ~:GFAN STONE (xA S IY 2) INSTALL CHECK DAM IN STREAM BELDW PROP DSED
D , • ,,~w~= ~ , . ~:,r. • DN iD,IE nAluc ttoAnD nIE aotERlk+c AuTlNxen : Shoul +^~?:a ,a,:„y?6:Y,',y~ ~f eFiy"? WLL afAN nE AIIEA AIO NVOKE llff fatANWALY ."a.~+ : ~ • -fADPoC WY 9E AODED alOfA off STONE RfSPONSIBtE PERSaI AS RpGUEa ON THE FMANgAI Wepl WOVIO A00 TOTAL tlFF 10 Tiff Shoulders, Side Ditches, Slopes (Max 3:1) OUTLET LOCATION, USE 23' STONE FOR T S RUCTURE
1ESPONSI~ITY PONL CONa1MJCnCN ENTRANCE WITH WASHED STONE FILTER. ~
u l~lE Plan ~iE TYPE PUNTING RATE 3) CLEAR ONLY WHAT IS NECESARRY FOR TEMP ORARY
d ' W -*i ~ Aug 15 -Nov 15 -Nov , Toll Fescue 30o Iba oar DIVERSION AND PIPE INSTALLATION, 'W9 / e
Nov 1 -Nor Nov 1 -Nor , TcII Fescue 300 Iba/acre 3) INSTALL DIVERSION CHANNEL PER DETAI , ~ Abru i L
1 s tS feE rffW a1HS1ro1Ctlar 1FEtfN E>0611C ROAOWAT ~ EIOSTRTC ROADWAY ptlKlRl~nON Mor 1 -Apr ' n Rye 2510s/acre 4> INSTALL CULVERT AND HEADWALLS. Nor , _ Apr 15 TaN Fescue 300 Ibs/acre 5) FILL DIVERSION CHA
SstiTiOnAA btankat Notes ~ r 1 - ;ti; Ap 5 Jun t. 4 is the length of tha ripr TY dpl, Apr 15 Jun 3o Huled Common Bermudagraa 25 Iba/acre NNEL AND CONSTRUCT ROAD FILL.
ap r w, •;',t , • Jul 1 Auq PI OullettoWeh apron. ~ " ,,:,•Y-1.1v ,,Tn :w,.,x.,•Jry.; Jul 1 - Auq ,5 Toll Fescue and 12o IDs/acre 6) SEE REMAINING ITEMS IN CONSTRUCTION SE N RUE CEr •••t3rowntop Millet 35 Ibs/acre 7) CHECK DAM IS TO BE REMOVED AND REPLA
Channe 2. d. t.5 times the maxiflTUm NPSL atone ~iameler but not less ABaIC uI~ER srdff nos atnANEE APPtRS oNLr 1o ENa1ANLES then 8", a NMgDµ SfIpE fAMtY RE90011ALL IRe1S •••or Sorghum-Sudan Hybrids 30 Ibs/acre CED
3. In a well•delined channel ex- BY OUTLET PROTECTION APRON AS PART OF IT M E 8.
tentltheapron upthe ohRrmol A A banks ro an 9levalion of 6" Slopes (3:1 to 2:1)
aDovatheTrlaximumteilWater Mar 1 -Jun deptlt or ro the topotlhe bank, whichever isles. ~ ~ `u/~ Mar 1 -Jun , Se~icao Leapedeza (acarifiod) 50 Ibs/acre ~1
a,ATillerDlanketor(iltorlabric VONSTRV4 ENTRANCE z (Mar , -Apr 15) Add Tall Fescue 120 Ibs/acro H
ahDatd ba in 7 RESIDENTIAL CON (Mar , -Apr , stalled belW9en STRUCTION ENTRANCE 8 . Plan the tipap and eal kundatbn. (Mor 1 -Jun (Nor 1 -Jun 30) Or Add Weeping Lovegroa ,0 Iba/acn I"'~
(Mar 1 -Jun ; O (Mar 1 -Jun 30) Or Add Hulled Comma) BanYwrdogrop 25 ba/aen
Jun t -Sep 4 Jun , -Sep , •••Tdl Fawe and 120 NI/asq ~i •'•BraMrNop Ndat MI/s>an U
eve rea er on s ru c ion •••or Sorghan-Sudan Nylrlds JO ~a/OG'a
1 ' Sp t -Mar t Zd Sp 1 -Mar 1 Ssriaa lapadano (unINIMd-umoo~ibd) 70 IEa/oae ~J x aM TaM Feacw 120 I aan I'-1
~ 9ectionAA ~ ec I Ica Ions , _ , . ~ (-r (Nov , -Mar 1) Add Abruzzi Rye 25 Iba/acre O
FlRer blanket Level spreaders are to be installed followin install ' I~ O
g atlon of rlp rap Consult Consen energy dissipators. DaaitionDl in(om E+ z Consult Conservation Engineer or Soil Conservation Service for additional informotian corroeming other aftemativa fa vegetation of
2. Construct transition section to fit width and depth of s reader insurin denuded oreoa. denuded orasa. The above vegetation rotes on thoa which do well under
that level D g spreader weir is place in undisturbed ground with weir being I°°°' `°"dM'°"" U N local condNiona; otMr seeding rate aombinotions are possible. ~
along a flat grade. ««r«npor«y - z w ••eTempanxy - Reaed oaordng to optimum season for desired permarant H
3. Dig depressed area upstream of weir per specifications and flat footin • , uD vsgetoGon. Do not dbw temporary cove to how over 12` in height before ~
for block weer. g mowhq, otherri U ~ nawYg, otherwise fescue may be shaded out. FABRIC 1.0' W
4• Install continuous wall of 8"x16" block providing a weir Ten th er the s ecificatlons. 0 tion I 9 p FABRIC END ~ LINING ,ti W
p p a gravel may be used m footing to facilitate leveling. 5. Backfill upstream side of weir and fill block cells with sail. SLOPE TO BE EMBEDDED 3 QI x SLOPE STABILIZATION REQUIREMENTS IN SIDE SLOPE ~ ~
6. Immediately seed and mulch all disturbed area. 3:1 AND 10' ~
3:1 AND FLATTER - GRASS
2:1 TO 2:1 TO 3:1 - SHRUBS & VINES A a 1) CHANNEL HAS 2.8Y. SLOPE,
1.5:1 TO 1.5:1 TO 2:1 -RIP-RAP 27 CHANNEL TD BE LINED WITH NORTH x AMERICAN GREEN C125 FABRIC WITH ~
STEEPER TRANSYt10N CHANNEL STEEPER THAN 1.5:1 -RETAINING WALL , , D STAPLE PATTERN,
~~tt d D Ofr1 S MA~ y S®INO 9C1#DULE o
`Y W H
r • 'Y y y1RAHSfTItNI ~ t, OECETAIED ; • , • y W s~c~noN To ax x
y~P~ Q LL rr//~~ a (~iA~ ^t7"r W W W W w s~o PREPARATION FI ~ W
f~~yyr .y! }QJ (~Itlll 5ldt~ • ? • • ? W 1. W y P~,~•"•V~ WGt{•f Ddl W W W W W
ID •'?•r • i V W '(ill'.P &xiC?~5 ra . W ~ U
OF aAU' W W W W STABgJZED 1.) CHISEL CO A i.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES U1
6. ARP +t,• S~ ~ ? S+t'>PE DEEP OVEF t4 StlEn 5 P , ~ w~ '~d f•'I ~ W W W W DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. Z
. Ft~~ •'?'W y y r• 2.) RIP THE EI ,I ^ y. 1~ T ll ~ y W z. P TYPICAL DITCH o RI THE ENTIRE AREA TO 6 INCHES DEPTH.
I~y , i~w~ .Y •Y y i •Y i •w.\ •Y 3.) REMOVE Al H 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ~
W W W W W W •1• LEAVING S~ tt ~G • f1 'Y •Y •Y •Y •Y J LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ~
5111 3 I~ V' y r• a RAIU~OAD nE 4.) APPLY AGR 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
dt s +G• S'~''~ APE°~ srAe(~ uNOisnlr:eEO W W a~a FN ORS ~ UNIFORMLY 7p ~Tt.E1 W W W W W W ry W W LEVEL .,rncnyr.R UNIFORMLY AND MIX WITH SOIL (SEE BELDW).
W W W oz Ai APPRO)gMATELY 5.) CONTINUE ' A' » 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM I 1 Z Q
6J~11?. D~(All. W ~ W ~ W ~ y ExlsnNC c~AOE REASONABL REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. s ~ ~ 5~ REVISIONS:
Y W W a W~ 6.) SEED ON p 6. ~A ~ SEED ON A FRESHLY PREPARED SEEDBED AND COVER
tbP of W?Ir1 ~ SEED LIGHT SEED LIGH Y WI ~ ~ TL TH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
t ~ °R~°0N B1O~ .P1N 7. MU CH I g . ~ t~ AFD th11Ep } L Mb 7.} MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
~ ~'rCN ANA 0 ~ AS SPECIFIED
'fAQP pR~tf,CfioN 't11~P EO!>£ ~ s 0°"'r ~ • 8.) INSPECT { td>~12 t?'fWOf y B.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR
mE • 1 "e< fi?RP RESEEDING; c ~ z ~ , RESEEDINGS WITHIN THE PLMrTING SEASON, IF POSSIBIE.IF DITCH TO BE GRASSED WITH C350 LIN ER SCALE:
STAND SHO STAND SHOULD BE OVER 64x DAMAGED, REESTABLISH FOLLOWING ®SLOPE AS SPECIFIED ON PLAN
ORIGINAL L +tt s'sroME TED (OPTIDMAU ORIGINAL LIME, FERTILIZER AND SEEING RATES. N/A
NQ ~ ~ 9) CONSULT C 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT
" w'th clean-out cap a d slots. Slats shall AND FERTIL 1) Oralltidown riser shall be 6 5CH 40 PYC 1 $ DRAWN BY: AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
dT ots shall be laced at 90 intervals arotnd the be } Hide vertical saw cuts. S1 D ~ SPH
h 1 be 8" 1 One set of slots shall be sepsrat ~ APPLY: AC pipe {4 slots}. Slats S al ~ , t5 Shall be ' APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS)
next set b 4" of solid pipe. The nunber of sets of sJ.o ACRE IN CU Frain the y FERTILIZER - 1,000 lbs. /ACRE -10-10-10 DATE:
h of basin minus one. FERTILIZER • dept to ified. The ltength of DIMENSION S a rotect the weir shall be the wid Spec SUPERPHOSI SUPERPHOSPHATE- 500 Ibs> /ACRE -2Dx ANALYSIS 02-14-05
2) The tarp used t P le to sure used to e cords to available supply' if multip rp ENTRANCE END DEPTH LENGTH MULCH -2 ' tarp shall b ac n9 ~ overt et least 12". MULCH -2 TONS /ACRE -SMALL GRAMI STRAW
of backsl then. tarps shall WIDTH WIDTH ANOTHER - extend protection to toe q~ ~ veil hee ANOTHER -ASPHALT EMULSION ®300 GALS./ ACRE PROJECT NO.
r hall overly downstrerwn tarp. The tarp shall be vY 10' 3t tt Lpstream taps D 6 AS SPECIFIED J- 391
.4t.~Id e~l.rar 4~rrwrrtins far stri resistance.
3} Basin shall be cleaned out when } Full. SEDIMENT BASIN TABLE
(ALL CUSTOM BASINS) SHEET
BASIN LENGTH WIDTH DEPTH WEIR LENGTH
22' 21 ,o. 5
2 22' 2$ ,Q,
of 5

1
,,.,;41 tt~it'rf.
~z '8 g ~ 4ee ~i 8 , ~ ~~ee v: (,71
N pZ.9~
i
i ~ ~ i \ \ i ~ ~ :•Y . ~
~ .
~ i -p G \ \ 1 I ~ ~ a D ee ~ ~ c DAeee J \ \ I ~ ~ ji3~( jeee `
I Q ({j v IRII'IIi { O \ \ In r ~ \ o \ l ~
~ r ~ \ I
I ~ ~ CL ~ 'A 'S~ tP N I ~ f
1~ ~ ° 30' '
1 r-r , ' RIGHT OF WAY 4 0 \ ca \ 1 ~
w " G ~ \ °6e \ I ~
s' 16' s~ 2i, \ ~ ~ \ti \ I I ~
HOULDE PAV M SHOUIDER % 'L E ENT a wre"
~ 4' PER F00T ~ t'PER 1' PFR FT. / ~ '°T I I _ - ~ ~~z ~
I QE `t 5~°pb ? 7 ~ 5~ OQE n ~ \ S _ ,C ~ 1 S
fl p, 6V T ~ c~ , s i ~ M 4~1Z3 ~ ~ 17 L~ \ \ r I I ~ W
I 9f ~ \ Sx L ~ ~ti ~ SPREA ER ~ ~ _ _ ~ w of ~ \ 3 ~ ~ ~ ~
TYPICAL STREET SECTION - o \ o ~ ~ ~ ~ ~
8" CABC 1 I & 1 2 S9.5A I L \ E 0`P5~ 2.32 ~ ~ I
y R ~ ) 0 ~ ~
/ ~ / V & H ~
/ W W o
U a ti ~ 2 , S•5 - ~ W cat ^
BOP = 10+00 ~ f ~ H rn 3„~1,60.89N
ti ~ -
9 30' pRIVATERIW ~ ~(Z M E-i ~ U / \ 1~
P ~ ~l l•<g ~
_ ~ 0 8•~'s M ~ ~ ~ H z w ~ ~ ~ ~ o 1 ^
` \ \ di ~
0 s ~ \ \ W ~ ~ ~ 0 ~ ~
O~ ~ ~ 0 ~ ~ N, ~ ~ ~ ~.a~ ~ ~ ~ ~ U
~ w ~ 3~ N=3 .6 ~ - ~ ~ ~ ~ ~ I
~ NCD ~ ° h ~ ARD NCDOT H WALL INER _ ~ ~ ~ ~ ~ ~ Z ~ ARD 838.34 ~ ~ ~ ~
54 - 54,6' ~ C-3 1 ~ ~ ~ ~
l ( \ ~ ~ w
1 s _S LEV~f , ~ \ ,0 F r~ Op ~ S 6~ ~ ~ rn
1 F SPREADER 07 \ ~ 'S ~ ~ F c~ Op 'o o \ ~ ~ ~ ~
r 2 s G Ol \ ~ t ~ ~ ~ \ U
R i R ~ i ~ ~ ~ ~
> ~ \ ~ ~ ~ ~ / / N ~ ~
7 16 7 ~ 2 \ rn ~ ~(y~wH ~ ~ /
M~1~ 0~ ~ / ~ ~ 'U 0 ~ o •A CIRCULAR ~ 0 N~
D = 28'3 ' ~ ~ ~ ~
y T=17.0 ,g. ~
Z ~ ~ )
3 0 R W SCALE ~
1 =5 H R 6~ ~ ~ k~
1" =5' VER ~ ~ I i ~ `09 ~ J ~ s ~
C L 37.5' '
4 4
SL OPE AS REQUIRED 1 ' PER FT. z
E P 400 - ~0 a 0
S . ~ q.,1 00 30 ~ ~ ~
SECTION A-A 430 U
N o x
30' PRIVATE R(W 16' EP/EP o E" S' EP/EP 30' PRIV ~ N ° " a
CUL-DE-SAC 3 9 5 8 CABC 1.5 59.SA ATE R/W 16 EPJEP O SA 8" CABC 1.5" S9.SA cu + + z
ti 95 25
o " 425 W W ~ a
~ " w N
" w H
390 a~ uW ~ Q z d VPI STA 1 +75.0 N ~
~ W O ~ 90 420 _ W ~ U
- ~ ~ 42o a ~ ~ ~ w
K=13 64 ~ x
A ~
I 38 i 5 ~ H
+ 0 85 415
" - ~ 415 a
URV LEN 240,00 oN ~ x X40,00 ¢ ~ ~
~ =1 ,1 o ~ N
a o
380 ~ ~ Z 80 410
A ~ ¢ 410 x ~ w
J ~ o w W
~D `D U ~ ~ U
r, ~ o ~ ~
375 ~ + W Qo z 75 405
o W M ~0 ~ ~ 0 405 ~
to Q o oM a
~ ~ ~ > z Q. + ~ J Z W
370 Z W l~ W
H W X Q d 0.1 70 400 400
U W 1- REVISIONS:
_ 3-22-OS
3,fl 1,
365
65 95
R~ R~ ~ 395 0
SCALE:
a N
6 360 " AS SHOWN Q
60 390 -
~ 390 DRAWN BY:
SPH
355 DATE:
TWIN E 55 8 e ~ , TWIN 66 CP W TH 5 02- 4- 0 1 05
HEAD ~ HEAD ALLS NCDO 385
- PROJECT N0.
~ U E CU VERT SHAL BE I ~HAL BE LACE ONE FOOT J-391
350 LUW f HE B D EF THE D OF THE STREAM, AN THE LATHE
A V i Lv v 50 ~80
380 SHEET
r r OD LO cn r
0) N N M r r d ` I~ M N dl N N
CQ ° co oo 1" 00 ~ I`. N In ~ a 0) r-- Nr-- O(p looo M N c0 0
345 r~ n ' n o M ro r QQ N c0 CJ ° d ° f~ O M M M M M rlr r" M M M M 45 75 r-Y ° r r Mr rr N M M M M rt ~t d. d. d- d' ~t
- 9+00 9+50 10+00 10+50 11+00 11+50 375
11+50 12+00 12+50 13+00 13+50 12+50 13+00 13+50 14+00 14+50 1 5+00 15+ of 5
50 16+00 16+50

~,:;t:ea, r~
4 I
/ /S
~g~Z Z~ ~ \
cN \ ~

i

~ i \ \ ~ \ \ ~ ~ fftiiiiltilttitt 4
V ~ ~ A ~ ~ (Q \ Jo \ \ ~ ~ ~
~ \ \ ~ c° I ~
I ~ ,9/ Fq \~l \ rnN~ \ \
'~r
C L ao . , - `...i 4, ' o \ ~ c' ~ I \
30' 0 \ \ ~ \
RIGHT OF WAY ~ ~ G `S' , \ ,k ~j \ \ \ ~ ~ V
tll ~ . s ~ s Z ~9 • ~ \ ~ - ~
s' 16' s'
i NouIDE PAVEMENT sr+ouinER a' arch F` T
t a• / PER FOOT 'PER ~ PEp ~ QE. n / ~ ~ ~ \
0 4.7 5V 6 SIAP£ n, `S e 17 ~ L. ~ \ rs i ti - \ W ~ SPREA ER ~ ~3 - Cat
ALL u , ) ~
- a oo~ \ o :ti ~ ' 0 \ E g~PS-b~ 2.32
SECTION ~ ,I TYPICAL STREET / I y
» ~ CABC & 1 1 2 S9.5A ~ 8 ~ V 8c W W O
Il / ~ W ~ ~ ' 2 .SS~ - ~ ~ O
N ~ F ~ O
~ 0. ~ ~ .89N yr 3 <<~ 1,60 - -
BOP = 10+Od
0~ ` ~ rn p) _ M ~Z H U TE R,lW lb EPIE ~ 1, - , <<~ 0 ~ ~
~ S ~
U J ~lg•~, 8 N ~ ~ N
S~• Q 9 ~ t!~ O ` ~ ~ ~ O
P ~ W ~ ~ ~ \ W o
i \ ~ O ~rn ~ ~ ~ a ~
z ~ U ~ \ ~ I
S ~ o - ~f~V N-3 ~ ~ ~ ~f~V N=3 .6
w N NC( 1 NCDOT H WALL i ~ ~ ~ ~
~ ~ ARI ' ~ ~ ~ ARD 838.34 _3 ~ ~ ~
P ~ -5 - 54.6 C \ ~ ~
I 9- ~ g \ 17 LEV~~'~ ~1 \ \ \
S S ~0 ~ \ w '~1~ 0) \ 's ~ ~ SPREADER ap ~o o \ \ \ ~ \
' ~ 1 ~ 0 \ ~ / ,L 1'99 \ \ N \ U c \ \ \
1 \ '6' / \ ~ ~ \
2~ s s V ~ 1 v \ N,~W \ ~ /
R t ~ ~ ~ 5 ~ / ~ •W \ I fib' \
CIRCULAR ~ \ ~ ~
7 16 7 D = 28°3 \
T 17.0 M~
SCALE
30 R W » _ ~ ~ .os, 1 -5 H R ~ ~ C 26 9. ~ ~o \ ~ ~ r~,
1" =5' VER s
' 4' 4' C L 37.5
z
0
x
SLOPE AS RE QUIRED 1' PER FT. ~ 400 00 30 430 v
P 0 SL . ~ ~-,1 x
cu o ~ F' o a
SECTION A-A i o O
30' PRIVATE RNV 16' EP~EP 30' PkIVATE RAW 16' EPIEP N z 16 EP~EP 8" CABC 1.5" S9.SA N + +
395 a"cABC is°s9sA s9.sA 9 25 ~ 4 W 5 25
CUL-DE-SAC W a o m ~ ~ H
w ~ n ~ ~ G~ F m \ Z
N ~ o
a~ c~W ~ ~ VP T +7 ~ O
d ISAI 50 w U 90 420 4 o a ti 2
390 _ U I- w
~ ~ K=1364 ~J x A ~
P ~ ~
85 415 415
385 + ° x
o N ~ 'di
URV LEN 240,00 N 240,00 ¢ ~ a ° ~ a
~ =1 .1 ~ O a
as ~ > x
380 z 80 410 Q ~ 410 w E-~ ~ w
A ~ ~ ~
J~ ~ ~ w v U
~ ~ ~ ~ VI I z
~ o 0
375 o } W o~ Qo 75 405 405 a
O ~ ~0 ~ r., W ~
ltd Q o o M Pa ~
~ ~ > Z
Q + ~J ZW
370 Z W ~ l7W 70 400 400 REVISIONS:
H 3-22-OS
J _1 X Q n" Pa U W f-
3,p 1,
365 65 95 ~ 395
R R~ °
r ' SCALE:
AS SHOWN
R
Q 60 90 ti 390 DRAWN BY:
360 ~ n ~ SPH ~ ~ ~
Q ~ ~
L DATE:
V h ou" Hti
e c~~ e3E> Q2-14-05 w 55 85 a o 385
355 TW TWIN 66 CP W TH ~
HEE HEAD ALLS NCD~ { t PROJECT N0.
E J-391
~ 0 E CU VERT SHAL B RT SHAL BE LACE ONE FOOT
n i n51 uC• D T1 nC TLJ D P i1C TUC TDC~ ~~I Tub CITN~'
D LU w I "L. ll L ui III D L ul I 1 IL I INLn I, rn• 11 1-350380 v 380
ONE FOMT ABOVE 350 A v CULVERT'S SHEET
I fn M N N r f~ ~~r- 0) 0 to M0°00 co 00 ro 0-) Nm (°0') X00
"0 Nc-0 0t0 ~f~ ()Or-, I c0 c
345 M rT- R 45 75 375 4
9+00 9+50 10+00 10+50 11+00 11 +5+ 0 11+50 12+00 12+50 13+00 13+50 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 of

i
li ii.Y: it+ ~4 I(~
i ~ 4 ~ V ° ~ ~ ~t
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' gc, N ~z,oz / / Z~oZ ~ ~ ~ ~z ~ ~ ~:my ~
-
I

\ \ ~ ~ GJ 4111
~ 9 ~ ~ / L ` ~ ?ll/11111 ! ~ \ \ ~ .o ~ ~
i I ~
r'"'r i i 9 \ ~ ~ \ ~ ~ N
C L ~ s \ ~
oa - ,
30 4 0 \ ~ ~
RIGHT OF WAY ~ G 1 (Il \ \ ~ ~
i
s~ 16' e' ~ ~ "ouLDE P V M NT SHOULDER A E E 4' DITCH i ~ \ ~ ti Sg Z \ \ Z S H p ~ 1 - C~
t 4' PER F00T ~ i ~ r
L'pER FT PER E), E \ ~ M Z ~ < <<4 ~ - ~ W
I EOpE 9J 15`'O~Q~ ri ill S p ~ ~ 17 L \ \ 1S 1 / ti - - ~ ~ N
G~ ' I n SPREA ER ~ ~ / _ ~ ~ o
TYPICAL STREET SECTION ~ \ 1.
d i \ E o;P5-b~ 2.32 I
8 CABC & 1 1 2 S9.5A ~ > o' ~ ~ Z ~ ~ N ~
~ 2„ W
. . S5 Y - _ ti ~ 6L'8Z ~ ` ~ ~ ~
U a ~ ~ ~ l 60.89 N ` 1-. Cat ~
BOP = 10+00 Z
9. I
p'pKIVATER~ 1 M ~,~p <C U ~
V J ,~l ~
Ste' 8•~g N ~ H Z 0 ~ ~ ~ O
P ~ ~ \ W ~
o i ~ 4 ~o
z ~ ~ a ~ U ~
s ~ o o. ~ x ~ N= ~ ~ ~ c~ I
N '~j N( DER ' t~ ~ NCDOT H WALL 4 ~ ~ ~ f~i
f AF ~ ~ P ~ ~ ARD 83$.34 ~ \ ~i
~ - - 54.6' C-3 ~ ~ ~ ~ ~ ~
• ~ SJ~ 0 ~ b \ ~ g 6 ~
~ s ~ ~ 17 LEV ~F. ~1 ~ A Z ~ ~i) Op r------ ~ '8! SPREADER 0 :o ~ \ ~ ~ ~
i ~ 0 ~ ~ ~ G a)~ \ ~ ~ ,L 1'99 ~ ~ N ~ U
2
S R \ ~ ~ ~ ~ ~ ~ ~ S \ ~ ~ ~ a
R ~ 5 ~ 2 \ rn ~ ~c y WNC ~ ~
i > > 7 16 7 ~ ~ ~ ~p ~N ~
CIRCULAR ~ ~ 0 ~ 0 ~ ~ ~ ~ ~
v D=283 ~ ~
T=17.0 'g• ~ ~ ~ Spa ~
~ R = 0.0 • ~g o k ~ ~ ~
SCALE 30 R W ~ .o
1 =5 H R ~ ~
1" =5' VER 's ~
C L 3 7.5' 4' 4'
z a
SLOPE AS REQUIRED 0
1 PER FT. ~ 400 P 0 x 00 30 U ~ 430
SL ~1 •1 4•
x ~ N o H
SECTION A-A o a o a
30' PRIVATE R/W 16' EP/EP ~ 16' EP/EP 30' PRIVATE RJW 16' EPJEP ~ N z
- - AC 395 s" cABC Is° s9sA CUL DE S S9.SA 8" CABC 1.5" S9.SA N + + 95 425 ~1
425 ~ W a o
~ ~ ~W ~ ~
_ ~ w F N ~ z
Q~ ~W ~
390 4 VPI STA 1 +75.0 ~i O
ti 90 420 W ~ 420 Q+ U F- W
~ ~ K=13 64 x
P Q J r
p~ V H
385 a 85 415 a + 415
Z x ' ~ cu ~
URV LEN 240,00 Q ~ . ~ .N 240,00 ~ o
~ =1 . ~ ~ + a o
380 Z 80 41o Q x 410 w
A ~ r/~ W
J ~ o ~ I W U U V 1 u"
~ U}
~ o z
375 ~ ~ o + W Qln do 75 405 405
o W
tt~ ¢ o o W ~
~ ~ Z
Q + I-J ZW
370 Z W ~ l7W H 70 400 400
W X Q n- G~ REVISIONS:
U W f- L7 3-22-OS
3,0 1~
365 65 95 ti 395
gL RL o
~ SCALE:
N AS SHOWN
6
360 Q 60 390 ti
390 DRAWN BY:
i j., v ~ SPH
P ; . .
~ DATE: . .
355 Q
TW a 55 8 a2-14-05 5 0 TWIN 66 CP W TH 385 .A4~~
HEE HEAD ALLS NCDO .~s,a+; PROJECT N0.
F - c"~ ~ J-391
~ E E CU VERT SHAL B RT SHAL BE LACE ONE F~~T
~ i n~.i ur b n nr ru b P ('1C TUC TDCA A At,l TUC I'ITL1['
350 U LU W I I IL Y Y Uf III Y L Uf 1 I IL I RLrI'I, rIIV I I IL U I I IL-1
ONE F013T A V a v CULVERT'S INVERT 50 80 1 J411 380 SHEET
on LC) co - r- %Aj
N r-, I N tO i~ M M h N N I-, I N LO M t~ 6~ d - CO fi ~ 1~-- I 0'),r~ ;4-- cow co w rz,N F,~ °00 copp M~ N6 co N
"CQ N C0 0 co co f-, LOIN 00 f In Lr) [C) In t n r, nn CD 0 w "00 Oo N~ °d
345 1- r) IV ro Irv ) I~ V, : , F 9+00 9+50 10+00 10+50 11 +00 11 +5l M M M M M M M M M 45 75 M M M M d R 14- ~t d 375
D 11+50 12+00 12+50 13+00 13+50 12+50 13+00 13+50 14+ 14+50- 00 15+00 15+50 16+00 16+50

~f:;aauir~ ~ ,a i r!
I ~ •g~Z ~g~Z ~ ~ py,
8~ N z / o ,~z~
'
/ i ~ fs ~ o~~oa ~ - a \ \ ~ ~ ~ ~b aN ~ ~ ~
I ~ ~ ~ : ~ ~ ~

i G \ G~ ~ fJf OP,,a``
i ~p A \ a~ ~ ~ d rrrrm r
\ \ ~ ~ ~ ~ ~o ~ ~
CL 9
oo _ 30 r~ > >
i RIGHT OF WAY 4 0 ~ ~ ~
~ G I ~ ~ ~ \ °6s \ ~
i e' 16' s' ~ \Z \ ~ 1
e°u~oe PAVEMENT snou~nEa 'L 4' gTCH ~ s _ \ ~ 1 r___ •oz.
i PER FOOT 'PER FT ' • PER ~ ~ 1~ c^ \ S , L~ E--~
E ~ 5EOp6 4't 540e 6 ~ p:, ~ COQ "7 I' i ~Z,C _ Q'i
G, i 1" C 17' L \ V~ 1 ~ 5 M << _ ~ ~ ~ ~-g , ~S ~ i ti W
TYPICAL STRE T r, - E SECTION SPREA ER ~`~1 \ X4 ~ ~ _ ~ ~ ~
„ ~ ~ ~ ~
8 A o C BC & 1 1 2 S9.5A I L ~ \ E g`P5-d 2.32 • ~ ,
~ ) p ~ ~ ~ ~ < ~
/ ~ ~ ~1 / V & - F ~
2 » W W p ti / W N
U a
BOP = 10+00 ~ ~ ~ ~ rn 0.89 N - , ~ F' ~ 3 l,6 _ ~ ~
9 ti ~ ~ ~
30' pgIVATE R!w 16 ~ a ` ~ ` , 0~'~~ Z Z
J g~ ~ ~ , ~ g ?-a
Ste' P l L8 ~ ` 0 8 ~~9 N ~ -
~r ~ y Hz w r` ~ ~ o
0 ~ o /
s z N ~ ~ ~ W o ~ ~ ~ ~ ~ ~
o, ~ x ~ ° ~ ~ ~ac~ N=3 . ' ~ ~ ~ U ~
w M N-~ N NC00 _ 6 ~ ~ ~ I NCDOT H WALL INER ~ ~ ~ ~
P i r ~ A ARD A ARD 838.34 ~ ~
- 54, F - 54,6' C-38 ~
r
i f s i r S 17 L V . ~b \ ~ ~ ~
1 ~ QO \ 9 6c' \ ~ ~ SPREADER 0)~ \ ~ - - - - ~ ~ ~ ~ Op ) a ~ \ ~ ~ ~
5 G 0~~ \ ~ ~ ,L x'99 ~ ~ ~ ~
R i R 5 / ~ i / ~ \ ~ ~ ~ ~ ~ ~ ~ ~
S / L \ ~ ~ a
7 16 7 ~ ~ ~ \ ~ ~ ~ ~N~ ~ ~ / ~ / ~ .W ` ~ b W NO ~ ~ ~ ~ M3~~ b0 ~
o ~ ~ CIRCULAR ~ 6'Q `SON
v D = 28°3 ~ ~ ~
~ T=17.0 ~ ~ q `9 ~ T ~ ~
30 R W SCALE R = 0.0 ~ ~9 k~ ~
1" - ~ ,p -5 H R p~ 0 2 ~ ~ t~+ ~ ~ I I ~ ~o ~ ~
1" =5' VER ~s ~ 8 ~ ~
C ~ 37.5' ' 4 4
SLOPE A ~
S RE UI r Q RED 1 PER FT. z a
E P 400 ~0 A S
~ ~ 00 ~ 30 ~ ...430 ~
SECTION A-A
N o x
o h ~'~P 30' PRNATE R N ~ ~ ~
C U L - - 30' PRIVATE R/W lb' EP/EP DE SAC 395 8" CABC 1.5" S9.SA IW Ib EP/EP O 8" CABC 1S" 59.SA cu + + Z
ti 95 425 o 425 W
W a
r' F- W H
cu m ~ w H Z
390 Qti uW d VPI STA 1 +75.0 ~
ti 90 420 ~ ~ o ~ w U
- ~ ~ 42o a w
P K=13 64 v,-~ w x
A ~
385 00 H
+ 0 85 415
415 a
URV LEN 240,00 Q . ~ Z x
~ =17,1 H
380 a ti> ~ F
Z 80 410
A ~ ¢ 41 x 0 w
J d- o r w W
d, ~D ~D U ~ R: U
~ o U]
375 o + W o~ ¢o 75 4 - z 05
o ~ ~ ~ . W f~ 4 ° 05
t!7 Q o o ~ Pa ('7 x
~ ~ ~ ~i > z
d + f-J ZW
370 z w ~w 70 400
W x Q a w 400
U W I- REVISIONS:
3-22-OS
3,0 1.
365
65 95
RL p ~ 395
N ~ SCALE:
6 N
360 AS SHOWN Q
60 90
390 DRAWN BY: ~ ~ ~
P SPH
355 DATE:
TWIN 66 u ~ 55 85 ~ h~~, - TWIN 66 CP W TH Q 02-14 05
HEAD AL HEAD ALLS NCDD 385
. ''k"~ PRO JECT N0. P
~ B E CU VERT SHAL BE L~ SAL BE LACE DNE FDDT J-391
I r R I n1./ ut- D n nr Ti rr Tr
~~U L LU W D L Ur i nL i t ur i ML I KtH °I, HIV I ht U I Ht ! ` - 1. -
A V IjVERT- 50 80
380 SHEET
N M M CC) N I~ M to 4) N LO N
(0 CO "N (0 (O M r` 00 r` ~ 10 h 345 r N N 00 N c0 M U00 O 0000 0-) T-l t
PO r7 n r7 ili 5 75 ~ N 4
9+00 9+50 10+00 10+50 11+00 11+50 1 375 1+50 12+00 12+50 13+00 13+50 12+50
13+00 13+5Q 14+00 14+50 15+00 15+5 of 5 0 16+00 16+50

•ti;ttu.~ar. r
i i / ~
i '.1 ~ ~ / ) A J
Z '8~ gc N
,~Z,OZ ~ ~yZ.O y„ , \ \ ~ OS ~ O . ~ . a ~N w ~ ~ ~
_ ~ ~ N a
,i / ~ ii/ ~F ~ \ o ~ i~VO ••+~id• ~ eye
j i \ \ I ' \ i ~ ~ ~ ~ ~ {e~ \ w I ~ c ,,,j f~
I n y
~ ~ ~G i
0 \ \ ~ l ~
~ IMF ~
~ ~ i
C L rA - A <p •zs 6' \ 1 ~
~ I 30' ~ \ \ 1 ~
~ j RIGHT OF WAY ~ ~ Vy TS \ ` Sg H
~ / I ~ 2 \ _ . ~~Z
_ 16' 6' ~ s' T s _ ~
HOt~D SHOULDER 4' DI1CH PAVEMENT
t a' PER F00T / ~ C I' p~ 1'PER ~ ~ t ~QQE. i % \ 1 ~ _ _ ~ ~ 17 L ~ rs 1 ~ ti - ` W ~
~ ~ T n 5 pPE ~ ~
I S~OQE a`Jt 5~ i ~~1~V
7~ ~ E g`~5-d 2.32 \ ~ ~
TREET SECTION ~J TYPICAL S L ~ ~ ~ ~ > o < ~ H ~
A ~ 1 1 2 S9.5A ~ ~ 8 C BC / v~ Wwo
/ w ~ / 2 ~
d r ti ,6L V E.,
V ~ 3 <<E 1,60.89 N ~i
BOP = 10+00 ~ - I ~ ~ Z
0 ~ ' EP1PP ~ . M <C ~ VATERfR' 16 ~ ~ ~ - ~ "~O~~S. ~ z
3 J ~c ` t°~8 ` H z 8 ~~9 N ` ~ U~ O
P ~ W ~ \ ~ w o ~ ~ ~ ~ ~
~ ~ ~ ~ a ~
o a i ~ ~ U v i ~ ~ ~ I ~ ~ CSI CJ
~o ; S x
d w N 1NE ~ ~ ~ ~ NCDOT H WALL ~ ~ ~ ~
1 r ~ a~ ~ ARD 838.34 _3 ~ ~ ~ ~ C
~ ~ ~ P - 54.6 _ , ~ \ ~ 'h ~ \ ~
17 LEV~~'~ ~I \ ~ •9
~ s- y y SPREADER QO 0 9 \ ~ ~ ~ < ~ U
M 0)~ \ ~ ~ ,L1'99 ~ ~ N ~ G '6'~\ ~ ~ ` dj
~ \ ~ \ ~ ~ ~ ~
2' ~ f i s V ~ ~ ~ ~ ` N~~ ~ /
R R ~ ~ / V •w ` ~ 3ill~ 0~0` ~
I i ~ cn ~ a N~ ~ CIRCULAR f ~
7 16 7 ~ ~ ~ ~ ~ D = 28'3 ~
~ •9~. ~
,r R 0.0 g ~ ^r ~ ~ /
~ ~ ~ •~0~ ~ k V ~ L = 86. o z
SCALE ~p ~ ~
R W „ _ ~ •~s. 30 1 -5 H R n
1"=5'VER S
, 4' 4'
C L 37.5 z
a 0
x ~ ~
SLOPE AS RE QUIRED ~ PER E 400 00 30 430 ~
P 0 . S~ A 1 x
1 4. N o~ ~
SECTION A-A 0 0
30' PRIVATE R/W 16' EPJEP 30' PkIVA'I'E RIW 16' EPlEP N Z Z/W 16' EPJEP 8" CABC 1.5" S9.SA N + +
395 a" cABC ls° s9sA ~ 4 W ~.s s9•sA 95 425 25 'ti W a
CUL-DE-SAC o ~ r, W H
w ~ m ~ z
N ~ O ~W ~ ~
~ ~ o
Q VPI STA 1 +75.0 ~ , w . • U - 42o a ~ 90 20
390 v, ~ ~ ~ w J i'Y'i ~ ~ ~7
~ K-I3 64 _ A Q J
415 a 85 415
385 Z x o N ~
L '
Y URV LEN 240,00 LEN 240,00 d ~ ° ~
~ =1 , ~ + O a
80 410 Q~ 410 w
380 z w
A ~ ~ r~ ~ V1 U U
J o W ~ ~
~0 ~ ' z
~ 0 0
75 ~ a 3 0 o Qo + W 75 405 405 a
o .-a W ~ ~ ~ ~
In ¢ o o~ paw
~ ~i > z
. ~rj ~ + J Z W
370 z W ~ ~W 70 00 400 REVISIONS:
3-22-OS
JW X d d. ~ U W I-
3,p 1,
365 65 95 - 395
R~ R~ ~ SCALE:
~ As sHOWN
Q
6 60 90 ti r 390 DRAWN BY: ~ ~r 1
360 ~4 f,__ - SPH ~ „ l~ ._l
ATE: D
~ r~ ~ 02-14-05
Q rv. , ~1.., 55 85 . 5 385
355 TWIN 66" CP W TH ~ o `
A LS NCDD M1 ~ - PROJECT N0. HEAD L
J- 391
~ 0 E CU VERT SHAL VERT SHAL BE LACE ONE FOOT
n. rn, i it n n nr iir n n nr TuC TDC~ AEI Tub f1TN~'
IF-IL D L uF IIIL . Vrf7 350380
,350 D Lu W I rIL DL ur ABOVE A V E -T L \ SHEET
A T-
N N r~ M i~ M Ln 41 N M N M M to 't N d M
(fl ~(fl N~ O~ 00~ OD O In M N a) 00 c0 N cD O ~t f~ O M N~ 00 00 M 00 O U-) O O T- c6'" 4 Lin
345 M M M M N M M 45 75 M M M M ~r ~r ~r ~r ~r 375 M M M M M M M
9+00 9+50 10+00 10+50 11+00 11- +50 13+00 13+50 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 +-00 11+50 12+00 12 °F

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BUSBY J & JOAN T SMITH RESIDENCE / PIN # 0789-08-7480 ~ ~
I ZONING: R-40W ONC ~ ~ I
RESIDENCE ~ CHARLES P MCC ~ ~ PIN 4RLES P MCCAHON & SHELAGH DOYLE I ~
E PIN 0789-18-2299 ~ Z ~ # _ 1 H ~ BoM 1994 1719 i
~ L.OT 15 Z~ ZONING: R-40W W W O
'--mss`',<. RESIDENCE BARNETT & ELIZABETH ~ ~7 ~ ~ BERNSTEIN rrI~~ a ~
1 j 1 P N 0789-18 ~ 6282
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EXISTING RESIDENCE 0' ' 4
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LEONARD S & DENISE J ORZECH ' PIN 0789-07-5844 0 I ~,f-._ 1 ~i
M 1 73-181 y ' 0 9 ~ ~ s b~~~ 1,. 1I a
ZONING: R-40W N of w
RESIDENCE ~ , y~ ~ 17 ?CiC , ~ ~ r.6
0 , a . `0 ~ AfER~evr
1• ~ . 6 ' f~- ~:,P~R W Ai~k~-y~av~,
I / I 88, 887 s. f. LOT
30,317 s.f, ~ w ~ GOOD SOILS
z z 1 MAX. IMPERVIOUS 7,439 S.F. ~ ~ ~ ~ J .F. ~i N
~Q N ' - v-, ~ ~ FLOOD ELEV=36 :8'~ ' + V}
w w M ~ SA• ~ ~ I ~ ~ 09, ~ (FLOOD VANES i~ rn S i Nti • ° J+ i
I I ~ .6 ~ ~ o ~
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I 611 ~ ~ °o - _ 6 ~ / ~ ~ ~o~ ~ x
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r , ~ ~ DRIVEWAY 40,145 s.f. LOT i A 5 ~ 5' PRIVATE x
ENCROACHMENT ~ ~ ~ DRS ~ 40,182 s.f. / 0 ~ ~ ~,O DRAINAGE EASEMENT p,~ a a o
GOOD SOILS / ~ 5 o ~ a z
- MAX. IMPERVIOU 7 439 S.F, / 2 / 3 ~ S , r~ M) • \ ~
7186 / V ~ ~ E-~
N 2g38 , / ~ ~ I 3
I ~ , ~ - 84,401 s.1 ~ ~ F 84,401 s.f. LOT ~ ~ F-d z
o ~ ~ , 1 ~ I 29,314 I ~ , ~ 63.8 29,314 s.f. ~ \ ~ H ~ ~ \ ~ O
~ ~ ~ '49" E I GOOD SC I N 8714 S~ MAX. IMPERVIOUS GOOD SOILS . IMPERVIOUS 7,439 S.F. y \ U
op I / W
~ } r\ FLOOD ELE ~ I ~ FLOOD ELEV=361.0 ~ Q
~i I 40,001 s.f. LOT ~ r ~ ST 0 ~ ro ~ 5 ~ 3
I 40,001 s.f. r r ~ 1~ ~ ~
I G000 SOILS ~ ~ 6 1g ~ r~ ~ ~
MAX. IMPERVIOUS 7,439 S.F. _ N ~2a ~ ~ o ~ ~ ~ a Z ~ x
~ \ ~ I r oil • ~ ® 0 ~
I ~ ~ ~ + \ ~ s9.
1 ,5307 N \ \ ~ 2 , ~ \ U1 29 ~2 r ~ i O
S O / ry W \ ~ 274,5 _ . - r / N \ , ~ ~ ~ ~ i ~ \ H ~ ~s' W~~ i p 2, H
r ~ \ \ ~ \ ~ ~ i x ~ ~ i 5 g. A W
\ _ : - 40,062 s.f, LOT r r r \ 40,062 s,f. r r ~ \ ~ ~ i ~ w ~ ~ ~ ~ ~
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I MAX. IMPERVIOUS 7 439 S.F. r ~ ` \ rr,,~ rr \~'su' ~ i ~ i \ \ ~ ~
i ~ r 6~~•\ ~ \ z ~ \ o
~r r , ~2 ~ r \ s \ ~ I r 12 ~1 r 40,005 s.f. LOT \ ~,,0; ~ ~ , F
~ L r 6 ~1. r \ r 5 2 r 40,005 s.f. \ F - _ r ~ \ \ 64,600 s.f, LOT ~ i \ ~ \ ~ ~
- - _ i ~ GOOD SOILS \ \ 30,106 s.f. ~ i ~ \
- - - - , r MAX. IMPERVIOUS 7,439 S.F. \ GOOD SOILS \
_ \ \ MA 190, 75 - \ MAX. IMPERVIOUS 7,439 S.F. \ \ ~
\ - ~ FLOOD ELEV-361.0 ~ \
- - S 83?29'47" - \ \ \ / ~ \ REVISIONS:
I - - e 365, 20' 174, 44 " - _ _ \ \ \ \ ~ \
_ 15 ~ \ _ 3.50 N \ 0 \
M a?
~ ~ ` - 76.38' 6.38' _ - - _ ` ~ ~ BARYONS CREEK BLUFFS ASSOC INC \
Qnv°w ~ ~ ~ - ~ S S ~ ~ 241 C/0 BILL CLARK HOMES OF RALEIGH LLC \ 83.31 10 E .6 PI
I I O I U ~ I -~I~z to z°Q3 320.36' N 0789-17-6578 \ SCALE:
-'rn w I Q na~w W to Q~ I I ~ao..o Npo I v ~~~tw ~ rn Z ING: R-40W \ VACANT 1 = 50
t~ U jn 1 Z I o l U O 1 3 ~ ~iOZ I WOrn~W O I Z f~0 Z~3
Ocb,.O I V~~W I J O~(wj W Ip ~~o ~~~c~~ ~ao..o w l l z I ~ovw ~ wzN ~ ozw o~~ I ~~rn~w O I 1 Z ~o,'` ~ BARTONE
\ DRAWN BY: BARYONS CREEK BLUFFS ASSOC INC \
_ Q W o w ~z a s• o ~ ~ I w o ~ C/0 BILL CI m ZN ~ O CLO ZW y'n0(n `r~ 0~ C/0 BILL CLARK HOMES OF RALEIGH LLC I \ SPH PiN # 0789-17-3238 \
- - 2 QzN W ~ZD_ OZw ~ ~ D~ - ~ ~4 ~ O ~ ~ ~ ~ ~ G~ ~ ZN W O 00~~ BoM 1995-667 I
~ Q Z N ~'0^ Q~v ZONING: R-40W DATE:
_ >a ~ ~ HOM _ Q-~~~ HOMEOWNER'S ASSOCIATION \ 02-14-05
~ Q ~ i FROM - - - _ _ R1N ~1AA2 & ti ,17 ~ PROJECT N0.
- Ev~N 0189 ,40`~ K ,N # G. R I J-391
P ON1N ENC'L Z R~S1D 1 \
50 0 50 100 150
SHEET
SCALE IN FEET 2
~ , T ~
5 OF
f- 4
I ; _ _ - ~

i
i ~_r o+t ~ ~
t ~~^~i'', i \ , J ~ \ ~ • , cam,
.g bZ ~ ~
I pZ,g~ \ I ~ ,p oo ~ ~
i , ' "
~ ~ ~~o~ ~
~ ~ i i
r ~ i ~ 9 'p \ \ I I ~ ~ ~Itlll'11~ !
I ~ ~ O ~ ~
I ~ p0 \ \ I!n~,l
~ 9 \ \ ~ 1 1 \ 'll \ . N ~ rn ~
I CL ~ •s \ i 1 ~ \ %l 1. N ~ \ ~~y.
d0 - ~..1 ~ A c~ l \ I I ~
i 30 4 ~ Op c' 1 ~
I RIGHT OF WAY ~ ~ G ,a \ ~~S \ 1 ~ ^ G \ \ I ~ '~i~, ti I L'3
2 s \ \ I _ _ , ,o~.
s' 16 s' i Hou~nE V M NT snou~aER PA E E a' aTCI+ ,o I 1 _ - C~' C~
14' PER FOOT / I ~ T
~ ~ ~ PER Ft. ~ i'PER F< ~ / \ I M „~Z, _ ~ ~ ~ _ - W
~ J S~Oe 6 n 7 SEOPE R,1 ~pP i p~ 17 \ \ ~ 1 I - ~ ~ L ~s sx ~ ~ti - - ~ W w f. \ A t--. i - rn
I I " - . , a o00 \ o~ . ~
TYPICAL STREET SECTION ~ ~ 7~ I \ E ~,`Q5-b' 2.32
a I ~ > o' ~ ~ y ~ ~
8 CABC & 1 1 2 S9.5A ~
i ri ~ ~ W w o / ~ _ - „
~ ~ ~
'J 0. _ U cn f ~ E ~ 60.89 N - Ul N ~ ~ 3 „ , Z
BOP = 10+00 I
9~ rn ~ 0 r ~ ,05~~~ Z lb EPIEP~ L M z H U
30 p1Z1VATERIW ~ ~ ,<CO ~
I << 6~ ~ - ~ S ~ w . ~ ~ ,18. ~S Z
3 0 Sg ~ ~ O
P
fl / ~ w O . ~ ~ ~ ~ ~
z ~ ~a~ U ~ ~ I
s ~ o~ 0, ~ x N=3'. ~ ~ ~ ~ N=3 .6 R ~ ~ ~
W N NC[ INE ~ ~ ~ NCDOT H WALL ~ ~ u~
~J 1 o ~ ~ AR[ P ARD 838.34 ~ ~
- 5~ - - 54,6' C-~3 ~ ~
1 b \ ~ s 6 ~
l s i ~ ~ - 17 LEV~f . ~1 \ ~ ~ ~ SPREADER ~ Q \ :o S~ ~ ~
Oa) \ ~ \ ( ,L l 99 ~ ~ ~ ~ ~ U
~ ~ 1 ~ C \ ~ ~ N \ 6' Sl I ~ ~ ~ \ ^ ~ ~
5 > ~ ~ ~ ~ ~ a s v ~ ~N
R ~ 5 ~ 3 ~ ~ ~ ~ ~ ~ ~ ~wN ~ ~ ~ ~
i ~ cn ~ ~rUp SON ~
7 16 7 CIRCULAR ~ ~ ~ ~ ~ ~ ~ ~
v D = 28 3~ ~ ~ ~
T = 17.0 '9 . ~ ) ~ ~ ~ ~
R = 0.0 . Lg o ~ ~ gB y ~ ~ /
SCALE 30 R W ~ •o p G L= 86, o=~ ``a~ ~ k ~
1 =5 H R 6n , <-n C ~ 26 9 ~ ~p ~ J ~
1" =5' VER ~~S ~
C L 37.5' 4' 4'
Z
a
SLOPE AS R EOUIRED 0
1 PER FT. ~ 400 P 0 00 30 ~ 430 ~
S~ 1 4.
x ~ N o~ H
SECTION A-A o (x
30' PRIVATE RJW 16' EPJEP 30' PRNATE R/W 16' EP N o O 16' EPJEP ~ + z
39 5 8" CABC Ls" S9sA CUL-DE-SAC ~9.SA ~ 425 8 CABC 1.5 59.SA N + 5 ~ W 425
o W a m ~ ~ ~
w
w ~ z
a.~ ~w d ~
390 Q VPI STA 1 +75.0 ~ O ti 90 420 W ~
420 a _ U F- w
~ K=1364 ~J x
P Q ~ J
H
385
0 85 415 a + 415
~ x 1 o N Ua
URV LEN 24000 Q 1240.00 a o a
~ ~ =1 .1 + o ~ H
380 Z 80 410 Q x J 410 w
A ~ W
J b. o w ~ ~ U U
~D ~ U}
~0 O
37 5 o + W o~ Qo 75 405 ° 405
tf) ¢ o o ~ G4 C*) w
370 ~ W ~W H MM 70 400 400
X ~ ~ h+-1 REVISIONS:
U W F- 3-22-OS
3~4 1.
365 65 95 395
R~ R~ °
~ SCALE:
A
b N AS SHOWN
360 a so 90
390 DRAWN BY:
~ ~ ~ SPH P
~ .,t-t- 3~;~ DATE:
355 Q fl - 02-14 05 a ~ 55 85 4
TWIP TWIN 66 CP W TH 385
HEAI HEAD ALLS NCD~ PROJECT NO.
a J-391
~ E E CU VERT SHAL BE T SHAL BE LACE ONE FOOT ~ .
u i n~.i uc- R n n~ Tur R P TUC TD~4 ~~I Tub' flTU~ 7l~
350 ` L ~ ~ - CULVERT'S , ~ ~ 50 080
014E FOOT ABOVE 380 SHEET
LL i r r- to Pl- U9 eE) P9 ea P9 ~9 %A8
(Y) Lo
rn Men N N M r- r-- f~ I~ M In 41 N LO N r In ~ In d r N d 41 rY)
Cfl 0~ co 10 'a C0- t~ In cb pi r, a Nr' °00 co 6-0 ~m No') cow `°m N~ (00) a0 06 N
345 ~ po ro V) r4 ro , 45 75 375
9+00 9+50 10+00 10+50 11+00 11+50 11+50 12+00 12+50 13+00 13+50 12+50 13+0 1+5d F 5 0 3 14+00 14+50 15+0 1 0 0 5+50 16+00 16+50

/ti
~ / 'g~Z i ~ gg N ~
- Z ~ ~z ro
,r _
1 ~ ;,Y N w; ~
\ \ I ~ ~ C `Y O t ~ !tti``
I ~ ~ I, 7
~ \ \ I ~
j ~ ~ r-+ y Fy Fq \ \ I , ~ ~
C L ~ _ N ~ •s I ~ \ \ I N ~ .
~ ~ ( \ c' ~ \ I i ~
30 ~ 4> RIGHT OF WAY „ 0 ~ I ~
r G i C/1 \ ~6S \ I ~ \ \ I ~
i 6' 16 ~ e' y ~i 2 I ~
H0°1°E PAVEMENT SHOULDER 4' DITCH \ 1 - off. I _ S9F ~
I i t 4' PER FOOT \ p \ I I - - ~'L~Z ?-r ~ ~ \ T S - ,L I gS
~"PER t' PER PT ~ E a; ~ 5~°Q pE ri
5l~ ~ ~0 i flLL n J` 5 I ~ ~ 17 L ~ \ i l _ ~ W
n SPREA ER ~ \ ~ ~ - ~ W
TYPICAL STREET SECTION - '
I \ E o,`P5-b~ 2.32 ~ L ~ ~ ,
8 CABC & 1 1 2 S9.5A y ~ 0 ~ ~ ~ Z ~
/ V F tiJ t
U a ~ 6L'8Z ~ , ~ T~ ~ j ~ V E" ~
BOP . 10+00 3 6 , 60.89 N - , ~ ~ L, Z
9 ti o co r_________~.~ _~4 ~ ~ P J ~ ~0 H Z .
ATB RIw 16 EPIE 5 ~Z Z ~
J ~0 ~ Z - <<6~ S ~ w
Ste' `~8'£' 8 N ~ H Z 0 9 ~ ~
P w ~ o
0
z s ~ ~ ~ ~•ac~
o, ~ ' W ~ N=3 .6 U ~
N NCDOT H W. 1yER - ~ ~ ~ c~ CDOT H WALL 1 ~ ~ ~ ~
~ ~ P ~ ~ ARD 83$.34 / , ,RD 83$.34 ~ ~ ~ ~
- 54, 6 ' C-3 1 ~ 54, 6
1 \ ~ F .
1 s ' . ~b \ ~ 0 F ~ 17 LEV~~~ ~1 \ ~ 9 6 ~ ~
SPREADER ~ \ 's ~ ~ ~ ADO \ ~ ~ << ~ G \ / ,L 6'99 ~ N ~
S r ~ .~s\ ~ ~ U ~ \ ~ \ / ~ ~ ~
R R ~ ~ ~ ~ di ~ ~ S l ~ ~ ~ r
5 ~ ~ t , \ ~ ~ ~ / y V / ~ N,~w ~ ~ /
7 16 7 ~ ~ i ~ ~ eon
0 •p CIRCULAR ~ ~ ~ ~0 ~N~~ 0 ~ ~ ~
D = 28'3 ~ ~ ~ ~
1 'v T = 17.0 -9~. ~ ~
R 0.0 g~9 ok z ~ /
' SCALD:: 30 R W p ~ L - 86, ~ s •~o~ ~
1" =5 ° ~ ~o H R s~ ~ / k V
1" =5' VER ~ ~ ~ s
C L 37.5' 4' ' 4
z
SLOPE AS REQUIRED 1 PER FT. a 0
P 400 ~,o 00 30 x
s ~ 1 U~ 43.0 _ _
SECTION A-A x
i N °o H
30' PRIVATE R/W 16' EP/EP 30' PRNATE R/W 16' EP/EP ! N ° ~ O
CUL-DE-SAC 395 s°CABC is°s9sA 8" CAB 1.5" N + + Z
95 425 ~ s9.sA 425 W o W
a
~m ~ ~ w
~W ~ o
390 ¢ VPI STA 1 +7 ~ 5. 0 ~ O
ti 90 420 W ~ 420
~ ~ ~ ~ w K=13 64 ~ ~ x
P A ~
J ~ ~
385 H
0 85 415 + 415 a
~ x
URV LEN 240,00 ¢ ~ ° ~ o~
~ =1 .1 ~ ~ + a
~ ~ a o
380 z z 80 410 ¢
A 410 x A J
~ ~ W NW ~ W V ) W V jjj
t0 `D / to
~ ~0 O z
375 ~ ~ + W QO 75 405 0
o ~ ~ . W ~ 405 E x
370 Z W l7W 70 400
W X Q n- 0.1 400 REVISIONS:
U W 1- 3-22-OS
5
3 1. 365 65 95
395 O
R~
9 SCALE:
6 N ~ r AS SHOWN ~i,
360
60 90 ~ ~ ~ 390 DRAWN BY:
~ ~ ~ ~;d,; SPH
Q~ yr1r ~ tii~~;,
~l C
355 ~ - DATE: Q
TWIN 66° CP . ~ 55 85 02-14-05 IN 66 CP W TH o 385
HEAD ALLS NC. aD ALLS NCDD
PROJECT N0.
~ E E CU VERT SHAL BE LACE D J-391 E LACE ENE FONT
D I nl / ~ Ir n n nr ri it rnr e ~ , 1- TI'1f A I All Ti ~f~ t'IT~ ~f- i.
350 D LU W 1 nt D U Ur 1 nt I KtH f 11 A V FIRST LV t I KtH`I, HIV I HL U I hit 11 FIRST CULVER 'S INVERT 50 ~80
380
ee P'- QO (D SHEET
(D P,- u9 ee ~q ee F-9 00
N r-- I N M r i~ M t~ M t[7 dl N t[) o) N - to M In
c0 MC4 Nc0 dcp obI~ odr,, cO rn~ Nr \ 0) F- N~ 000 00 OC) I) CF) N(J) ~a 1 N~ °O d Q ~Q Vic- r7 r
345 M M M M M M M M M M rr) M M rr) M M M 45 75 M M M N 375
9+00 9+50 10+00 10+50 11+00 11+50 12+0( 12+00 12+50 13+00 13+50 12+50 13+00 13+50 14+00 14+5 of 5
0 15+00 15+50 16+00 16+50

i
i 414:it2Yi fl+
i i ~ I a
.g~Z r 8 I I \ goo o~ ~ Ate; P b,~.G•~
CN I 8 ~zlpz" ez,oz - - I I ~ ~ ~ . o ~ . m
~ << I ' I ~ s' ~ o v a ~ o
I / ~ I ~ ,fin ~ ~ ;~Y 4,;
i
( ~ ~ ~
~ v G. e e \ ~ ~ bej~ i~`~~ 1` ` e V I ~ umr~~ t ~ I'o~
~ ~ I ~ ~ 0~ \ \ I~•-,I ~
\~i \ 1~~
~ 9 'C~ i N ~ \ s ~ I ~ I ~
CL ao ~ \ e I ~ ~ 00 \ ~ ~ e I ~
I 30' ~ 4 0 e I ~ i G \ S I
RIGHT OF WAY r.. -5~ G l \ \ I
~ / ~i Z I ~ \ \ I ~
g' ~ 6 6' ~ I _ - sg ~ \ \ I - - ~ z
~ H0°1DE PAVEMENT S~UIDER a' arc" ~ 4" RER FOOT C pT I - - L£ T e S
1'PER Pq2 R. ~ 4.' S~OQ~E n i.~ I ~ 5 M` - ~ W
I `~`~E q:~ y~oe ~D,1/~f O 17 L ~-g \ \ rS I / ti _ _ ~ ao
I `JS / Ste' /
PIA TREET SECTION TY CLS - • > a ~Op e p . Lg ~ E...~
d i \ E ~`P5~ 2.32 I I L
8 CABC & 1 1 2 S9.5A ~ ~ 0~ ~ ~ ~ t~ u~ F~
~r W w o ~ 2„
ti ~ ~ 6LSZl (x ~ ~
• U a ~ ~ ~
BOP = 10+00 I 3 ,I~1,60.89 N ~ va ~ ~ - ~
9 VATS RIw 1G ~ M H U S ~ p8 a
J - - - <<6~ _ S ~ w ~ '~l
8'I`g N ~ H z o ~ ~ c~ o
P ~ ~ ~
~ ~ W O i ~ O
0 z ~ ~ ~ac~ U
s ~ o 1, ~ O, ~ x / N= ~ I ~ ~ ~ ~ N=3 .6 ~ _ _ -
~ NC Ii~ER ~ ~ ~ ~ NCDOT H WALL ~ ~ ,FZ
~J ~ . ~ AF P 4 ~ ~ ~ ~ ~ ARD 838.3 _3 ~ ~ a''
_ - 54,6 C ~ ~ ~ ^ - rn
- 8- ~J~ ~
s 17 LEV~F~ b~ \ \ ~ 09 6 ~
i F SPREADER 1~ 01 \ `S ~ ~ ~ ~i F ~ Op O O \ ~ ~ << ~ / G p7~ \ ~ ~ ,L l'99 ~ ~ N ~ ~
~ i ~ ~ c~ ~
S R \ ~ ~ ~
R ~ 5 f ~ 2 \ rn ~ ~ y wyp ~ ~ ~
> 1 ;A / ~ .tv ~ M3iII bpcy ~ .r
7 16 7 / ~ ~ `Vp pN~ p •p CIRCULAR ~ ~ ~
, D=283 ~ ~ ~ _ ~
v, T - 17 , 0 -9~• ~ )
. R - 0.0 ~ Gg o ~
SCALE 30 R W i .o ~ G L- 86. ~z ~ k~
1 =5 H R ~ C ~ 26 9 ~ ~ ~0 ~ ~
1" =5' VER TS ~
C L 37.5' 4' 4'
z
SLOPE AS REQUIRED a 0
1 PER FT. ~ 40 p 0 a 00 30 ~ ~
- ~0 S 1 4'. ~ 430
x ~ o ~
SECTI0~1 A-A ~ N o~ ~
30' PRIVATE RIW I6' EP/EP 30' PRNATE R/W 16' EP/EP ni o O 16' EP/EP I + z
_ 3g5 8" cABC Is° sasA S9.SA 9 5 4 8 CABC 1.5 S9.SA cu +
CUL. DE-SAC ti 25 425 W o ~ W a
~ W
~ w
N ~ z
¢ VPI STA 1 +75.0 O
390 - ti 90 420 W ~ 420 a
- ~ w K=13 64 v, x
P A ~ J
H
385 0 85 415 a + 415
I ~ ~ x ¢ ° N U)
URV LEN z40~00 N z40~ ~ ~ ~ 00 0
~ =1 . ~ ~ ~ + p
~ ti ~ F
i 380 Z 80 410 ¢ x 410 w
I F+ A ~ ~ W
J ~ ~ C V1 ~ w U U
~D ~ ~ ~
t0 O z
375 ~ o o ¢ o + L,J .ln 75 05 ~ 405 H
o W ~ ~ Vj r a
IJ~ ¢ o o ~ Pa ('7 _ ~
V1~ ~ ~ ~ Z
~a i~
370 Z W ~ ~W t 70 00
W x ¢ a. ~ 400 REVISIONS:
U W I- 5 3-22-OS r
th%
314 1. 365 65 95
_ 395 ~ o C ~ D c
R~ R
~ SCALE:
N N As sxaWN
6 360
60 90 ti 390 DRAWN BY:
~ ~ ~ SPH
P
~ DATE:
Q 02-14-05
355 TWI 55 85 TWIN 66 CP W TH o 385
HEA HEAD ALLS NCDO PROJECT NO.
~ 0 E CU VERT SHAL BE J- 391 2T SHAL BE LACE ONE FOOT
T1 I f1\ 1 I III T T f'1r TI IC T T f'1r TI i1- Tf1l-A . A.I TI If' ('1T1 If'
t_uw i rnt DF-1) ur i tyt J5 ll ur I tit. I KtH 1, HIV I ML U I ML
350 014E FOlIT v iBlIVE ClJLVERT'S INVERT 50 80 380 SHEET
c to P'- L91 ee P9 ee pq ~q eE) P9 00 P9 U9 r
N r-- I N M t` r- r` M 0) N ur) 61 N rln Dlf~L 0) n N
CO M CO NCO ° CO 00I~ in 00 ~ ao~ N~ 000 copy r7~ Nc °°pp N~ ~m °O ,r0 r`O °r- u~r- C6
345 1" Pr M M M M M r-) I M r7 t'q- N 4 r7 r7 r7 r7 r7 r7 r7 45 75 r7 r-) r 375
9+00 9+50 10+00 10+50 11+00 11 +5{ 11+50 12+0 12+50 13+ 13+ 0 00 50 12+50 13+00 13+50 14+ 5
00 14+50 15+00 15+50 16+00 16+50 of

i j},; ti littl
i i P Q,~ ~ t ~3
~~P
/ 'B ~
ZAZg ~ ~ ,

i ~ ~ V \ I ~ ~ ~ p'~ ~ ~.0 v : ~ ~ ,
I ~ ~ v I ~ ~ ~ ~ D v~ v w I ~ o ~ .,,~y' pP
1 i \ 1 t'~ \ I ~ ~ ~ rglinr~c~ t
~ ~ \ \ I ~
0 \ \ I `•n I ~ ~ o \ \ ~ ~
~ I t ~ \ ~ ~ ~NI
~ 'A \ S!. \ I N ~ ,15~. \ ~~c' ! \ I ~ ~
i C L ~ i . ~
~ r 30 4 00 \ ca r' \ I ~ ~ 0 \ I ~ \ °~s I ~ \
F AY ~ G t RIGHT 0 W ~ Cfj ~i ~ \ I ~ '~i 2 I ~
2 ~ ~ s \ 1 _ ss ~
i 1 \ p \ I _ - L~' LIZ
HOULDE PAVEMENT sr+°utDER a' arc" I t 4" PER FOOT t. PE(~ 9 Q'i ~ ~ T i S
t'PER FT. 6 I 4: ~°Q E ri ' \ ~ I M „bZ, _ ~ o / 5 - ~ W \ \ 1 I I ti - - ~ ~
I ~ SCOPE ~ q:~ sy~°e O~4 ~ 17 L kg Sx L ~ ,L . - ~ W
n ~ \ 3
I N Y TYPICAL STREET SECTION ~ \ E ` a`P5-~ 2.32 ~
~ i d y f~i
" CABC & 1 1 2" S9.5A ~ 8 ~ ~ ~ ~ F ~ V ~ W W o
2 . SS ~ ~
U cn ~ ~ Cl 60.89 N U~ N ~ 3 << _ ~
BOP = 14+00 ti 0 r ,OS•~ Z
g. rn ~ BPIEP ~ , ` ~ Z ~ ~ U ~ 1tIVATERIW 16 ,~LO ~
30 P , c~•., z 3 ~ •08 w - ~,~1
~g ~ ~ ~ U~ O t w ~ Z 0 T~ ~ o
P ~ W o ~ ~ ~
- 0 i ~ ~
z i" ~ ~ ~ ~a~ i ~ ~ ~ U I
s ~ o ~j x N=3 r~ ~ ~ ~ ~ N=3 .6 ER ~ ~ _ ~ ~ ~
O, W ~ 1 ' N NCI IN ~ ~ ~ ,~Z, NCDOT H WALL ~ . ~ , ~ ~ ~
o; 1 ~ ~ ~ ~ ARi A D 83&.34 ~ ~ ~ R _ g ~
P ~ - 5 - 54,6' C ~ ` 4~ ~ ~
17 LEV~~', b~ \ ~ 9 6~ ~
s ~ ~ S ~ 000 ~ ~ w ~ SPREADER \ 's ~ ~ ~
1 Op ~ o o \ ~ ~ ~
~ 1
5 R ~ ~ >s ~ ~ ~ a \ ~ ~ ~
R 5 ~ ~ ~ 2 \ ~ rn ~ ~c y wN ~ ~ ~ / ~ •W ~ MO p b0 ~
~ U ~ ~11~y0 ~aN ~ CIRCULAR ~ ~ 0 ~
7' 16' 7' ~ o ~ ~ D = 283 ~
T = 17.0 ~9~• ~
R = 0.0 ~ Gg o k ~ ~ gip' 9g 2 y ~ ~ /
SCALE ~ G L = 86, ` Q ~ 2 ~ k V ~1 ~ ^7 ~ c~~ . ~ / .ti
30 R W „ _ ~ •o , 1 -5 H R r~s ~
1" =5' VER
7. 4' 4' C L 3 5
z
a
SLOPS AS R 0 x
SQUIRED 1' PER FT. ~ 400 P 00 30 430 U
0 S~ . ~ q..1
x y N o E~
SECTION A-A o - Ix ~ ~ ~ i (U ° ~
30' PRIVATE RJW 16' EP/EP 16' EP/EP 30 PRNATE RIW 16 EP/EP + z
~ 395 s" cABC 1s° s9sA 49.SA 8" CABC 1.5" S9.SA cu + 95 425 ~ 425 W ti ~ w a
CUL-DE-SAC ° ~ Hr
~ z O
Q ~w ~ n~ ~ VPI STA 1 +75.0 w o
390 _ ¢ ~ w U ~ 90 420 4 p~
20 _ U F- W
~ ~ ~ K=13 64 ~ J x
P A ~ J ( j r~ ~ F-~i
0 85 415 415 a
385 + ~
oN ~
URV LEN 240,00 V 240,00 ~ ~ a o ~ a
~ =1 .1 Q a
380 Z 80 410 Q J 410 x E-~ w
A ~ ~ T~ W
J a. o V1 ~ W U U
~D iD ' ~ U~
~ o z
37 ~ 5 0 o + W .lf~ Q o 7 4 ° 5 05 405 a
t In Q o o~
~ ~ Z
370 z W ~ ~W 70 00 400
~ ~ x Q n. a~ REVISIONS:
U W F- 3-22-OS
3,0 1.
365 65 95 ~ 395
R~ RL o
~ SCALE:
_ n -,,,,~;r;, AS SHOWN
b Q 1r
360 60 90 ~ ti ~.,t~,~:. 90 DRAWN BY:
v ~ SPH
~ _ , ~ DATE: ~ c.
355 Q 2-14-05 0 55 85 0 385
TW] TWIN 66 CP W TH
HEA HEAD ALLS NCD~ PROJECT N0.
' J- 391
~ 0 E CU VERT SHAL BI 2T SHAL BE LACE ENE FONT
T) i rn.~ ur 4 n nr Tui 4 P i'1C TLlC TD~~ ~~I Tub fITNF'
L L UI II IL I I'Ln li my t_ - I 50 /l8^O
350 L IuW IIIU L L WI ONE FOOT ABOVE a V L INVERT JW/ 380 SHEET
ee LA
on (a r, ee LA Chi st
W N N ry) n n r r r rO O r (3) N LO o) N 0) N rn (0 LO LO ry) -t
Co rrj Cv d 00 fl_ 00I~ 00 ~ In in co~ ter, N~ o00 co 00 In0') N0') N0') w()) °o `.)O r0 U-i~
345 ~ M r M 45 75 n 375
9+00 9+50 10+00 10+50 11+00 11+5( 11+50 12+00 12+50 13+00 13+50 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 of

iy;;ta^~;tr
~Z / ~ 'g ~ ~ 80
I ,yZ pZ

i W
~ ~ \ \ w ~ ~ c pQ,,, M
I ~ ~ ,4 `
~ ~ 9 ~ 'p L \ \ I I ~ ~ .1z L ~ \ O c0 I ~ ~
j ~ \ I d. ~ \ \ ~I \
~ ~ / ' i ~ ~ ~ \ ~ \ N ~ ~ 1

1 C L do - ~ S I ~ ~ !
~ ~ 30 ~
RIGHT OF WAY G ~i \ S \ I ~ ~ ~ ti I ,
Cll s I - ss Z 2 \ I _ - ~
e~ 16' e' \ p \ I - _ - - - L~' LIZ
HouwE PAVEMENT sriou~oER a' wreH ~ i
I ~ / 1 a" PER FOOT P~ R. ,'RER ~ QE d I r _ - ~
I 4. ~ OQ6 I COPE a / 17' L \ rS I / ti - ~ ~ W
i ~ 3 ti ~ - • , a o07 \ ~ • ~ I
~ ~ E y~PS~ 2.32 \ ~ t~
TYPICAL STREET SECTION d I > ~
1 1 2 S9.5A $ 8 CABC ~ ~ pA N ~ / v~ W wo
li w
0. ~ ~ ~ - ~ ~ 60.89 N ' ~ ~
BOP = 10+00 ti 0 r~~ ~05~~ Z
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355 55 85 0 385 TWIN 66" CP W TH ~
PROJECT NO. HEAD ALLS NCDO _
J- 391
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_ _ 02-14-05

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J- 391
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' J-391
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wwe n roeim n s aaeor \ a~ ~ u mm - ~ CUSTOP WAKE COUNTY CONSTRUCTION SEQUENCE +Y,{~,,, l I,u t titer CUSTOM BASIN REMOVAL SEQUENCE
rw~q~r~ _ ~~l/
N4MwYM` I 1. UPON PROJE wo i \ ~ W rr a \ rDAVrwt r~.N ¦ ~ ~ BASINS SHALL PON PR J CT COMPLETION AND SITE STABILIZATION CUSTOM 1. Obtain gland-disturbin ermit. Schedule a reconstruction ~~'v Pd~j~~~~ U 0 E 9 p p conference with the Environmental Engineer. .,e: a~~, 3ASINS SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE 2. Follow special sequence for twin 66 RCPS as listed below. : r ~r
_ o p - GRADED TO FIP GRADED TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. 3. Install ravel construction ad tem ore ' ~'"t`~~, 9 P p ry diversions, slit fence, sediment basins or other measures as ° •a _a ~ . ~
- t ' Mpf Y Y xar W 2. WHERE SPE( o / "rR"`"~ ITH WHERE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN shown on the approved plan. Clear only as necessar to install these devices. Seed ~ m Y temporary diversions, ~ ~ a
~ ~ - _ i SITE W BOT o`~ ` d 1. UY ONE BLOCK ON EACH SLOE OF M SIRUCTURf I I' iITE WITH BOTTOM WIDTH AND PROTECTIVE LINER AS SPECIFIED IN berms and basins immediately after construction. v ;:n w ~ ~ = , SEDIMENT BASIN TABLE AND TAILDITCH DETAIL OR REPLACE WITH RIP 4. Call Environmental Engineer for an onsite inspection to obtain a Certificate of Com liance. ' y
oN ns stoE N nIE eorroY Row ro ALLOw Poe - •~aa - SEDIMENT 8 ASI 2AP DISSIPATER. 5. Be in cleorin and rubbin Maintain devices as neede p %y '•9 ~ ~ 9 , , ~ 9 9 , .d. Rough grade site. ,,bd . ~
ATLEA.4T'2walaeaow a~iI+EYASioY RAP DISSIPATE DRAM, PLACE De BonaY Row ar ULOq(S Aaaxsr 3. ALL DISTURI nD: EDCE Cf D(E STCRtI tRAN rYR IARRAL SUPPORT 3. ALL DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZATION. 6. Stoblllze site as areas are brow ht ~'r ~ ` ~ g up to flrnsh grade with ve etatlon, avm ,ditch N ~A g p ,g
AND TO AYOb wASH011i5 VM(EH OVERFLOM ODOURS 27 SLOPE, GRAVEL FlL1ER NO SCAIE wMa ear tT IIEFDFD. qVE lA1FRAL SUPPORT TO SINSEOIENT ROWS BY PLAgNC 2 X 1 WOOD S1UOS flRDllpl linings, etc. Seed and mulch denuded areas within fifteen 15 da of coin I Io f ''trltllr,r~~' ys p et n o any
Yap Mnl FMPoC BlOgt OPENNG3, AMtE SXtMiEll Ai eOKF wM1Ex11t iANMC _ 2 CAREFULLY FlT HAAOMwRE CIATH OR COIiARANE tEYPORARY SEDNENT wr(~p~ phase of construction.
tl0~ MIRE MESH WITH t/Y-NCH OPEIbtKS 016t ALL POCI DEWATEdNC naoo7surua me w iY? rFbwt ~ A w aw amr osw wx aw -ux 0.I er»z osr wax a'wxal IAU § ~ m w°rc BLOgt OPBRNGS m NC(D GRA1t3 N PIAXL - ~ ~ ¦ taN®p 1ROALT nmwn eN wrerp 7, When construction is complete and all areas are stabilized coin letel call for an ins ecti n p y, p o by the
oas rat ltxt~ l/1 AN! AIO IIEtrR w T ~ MuT pNr w wa OA Yri NGSaf~MIAAtm ILpY r' to ~ " r~pn~waet, wr 3. USE C1EAN GRAVEL, 3//1- TO_If2-Htpl N T \ -aMpw~p t N Uwrm tvNt x°"rwrw 9wiF. DIAMEIFR, PLACED 2 INgiES G0.0w 91E i0P , ~ IB' 'M S _ Environmental Engineer. 8. If site is approved, remove temporary diversions, silt fence, sediment basins, etc., and seed out or
-tw a a rag root ro - - - ~ arpr qiY~ OF AE ElOgr OH A 21 SLOPE OR ftATIQ Arm Y YAY ,;::.'i I Y14 w/A1 i M#N atprAlltlC GNw atrL SYOOTH IT TO AN EYFN gGDE. pOT p7 MxsltD , , 1 01gp„w,yR usrAUAnatovntmrtaArmnumn~c stabilize any resulting bare areas. All remainin permanent erosion control devices, such as velocit waana,,,,~,,, rb„le at~~ ti„r~a.a.
StcIE 1s AEOOIa1E11DED. rer AOOOww[ ww~ mac ~ as warai'a. I ~ °~"pr Ywc aYw.orr wrafawr ar rar0 M na,uhnmq',mxtiona A~'naaKanmiypeaaAClaedsapam Y tl„~,,~„~,,,~~~~.~o<uK,~~au~ dissipators, should now be installed. Sedimen basins are to remain in lace durln home
lxrrwA gar N 't• J SI oA n MDan n tam • SEDNENt ~l!1Mf W 1+/EL aul 1Ef! ~ w yF7lT ,ke.wnn,m.vusm.,ann,eaRiu. construction hose of ro ect. C'3 I, Arprw%aau~rWaeaaea.u~nr~^~w.~ P P 1
No scxE 9. When vegetation has become established, call for a final site ins i pect on by the Envlronmental Engineer. ~
Obtain a Certficate of Completion.
1 BLOCK AND GRAVEL DROP INLET PROTECTION 13 4 STANDARD TEMPORARY SILT FENCE GRAVEL & RIP AP HORSE OE INLET BASIN 'I Q~ Environmental En ineers Office ~ W
UPSmEAY END OF araN DRAM ~rprr Byron Brody 8 6-6195 00 W
TOP ELEVATION OF STORYWATER 0.S'_I' y. Kale Lemaster 856-6198 O
7 < I ~w I . I/J Pff ~S WASHED ice, ~ NANEIFR STONE II . ~ ~ • • ~PI av rn I - ~ D e Pa el 856 7549 ~i Daniel Rowe 856-7459 ~
QESIGN OF SPILLWAYS STEEP CUi OR fAl. SLOPE t:~ ~ ~ . t EfOSnNO SLOPE . . Jake Ta for 856-7548 ~ I Y ~
ORAMLICE AREA tqR tEHG7H ACRES (TABS t RP-RAP EATER FABRIC e P 'i
2:1 SLOPE (MAX) BURY BOITOY ~ ~ 4.o a PLrwooo 2 8.0 3 8.0 I 1 I:-+ ~ rnsn a~wlM W W O Incaannals.rdlaAanpca d9p~M
4 10.0 - lnN13 w1aNN wpl - -L,w,..~^- I b 120 ' IrOf10Q ~/MYW u~p arepi ONw~tt NOTE: ALL PM11AlLY COMREIFD STOAN OAANS J~4 E)[Tr7MOR Ereaonalmwandati!rthepmlaairomukh. W
DDI S SNO1W AAE Y a~'~f~ ~ SHALL BE PROlEC1FD AT THE BID OF PLYMDCO DETNLS. Y N ACOOApANLE MIIII 11ESE E705iINC SLOPES t10ff: Slffl FBN;E Y r~ E" I ~
IflglT A 'MO1H OETERLDIED BY POST ExISTNC TawxRAPHr AND ~ ~ Mdpr n0 In i ~
SLgI1QtT STORAGE AEOUIED. INSIAFAY fND Ot OVEPft.OIY a 12aric YMIES STTXW N'A" a s2ancn tre~ncn ~ H ,z•~nrar - z
~ AAaHTSAnON.111E DAY 1A79LOPE TOE POSITIVE GRADE 1.0% NAX. t E"~ U ~o ~0' ail; ~ ~ , I~ z
6"-t' ~ • e ' ~l • DIAIE11Jt SIDE SLOPES ~ e' ~ t~ ~ ~ ~ w z sunuy~,,uk atflar ~npordcraxnrlaNy, W rM i6ra rk,mk.AnoenadgbYrhaArnatsdla wwk?teral,nfem
`.4:... ^2i: ~;7;:a; u;: ~'•.i'~ ~ ~ NEYEp RM RAP 4 : t (NNG) N ~ e ~ ,"•'`~,>Si"_,'ti~ti''!`tr.'' wASTiFDSTgFEfM.1FR • wNMn~h-do MtAtad. nn~^~ ~ H
? ? ? ? . e. , , .1 AfR068 PTE DUET y37 WASHED Sn~ ? ? aTOteeuaik~tbuT~WOUDrWastWawnMeWiwi~Jr. ~ VL ~ O ds0,averwith,ti4,adtnrgfwNrashnvniaFi,w6NiSgkMrt ~4 O eKR'f2lrcEtsamfeapnd.otarery 7a.xaNesMpWlsa Z
wkrt Y ay, at ra,n lid dG 6y rAA M, Wjwt tlP,Ie,M h W O o+Wlyea7ircLn,dWpkloy~a.PdthRberWraiOrrii,k ^r !,~'N
_ S1FJT CUT OR FILL SLOPE SIaH p~0 - IIAItDwNIECtOnI 'I urkadu.eJeaax.aaY36DewltlratAawwtNayrylK Zj;j1i`iJJP;:,'a~. O ~4 a~ wou+ 1r14 d-
~ U U U u to late Iawa xxa a io" nw ~ .wonercnronnla~eodads.e.oa 4, o~IR ~ U I w a lk m~ ~a le ~..,nnr„~ w„A a l u, W ,aple oar
~ seuwr auA7 axw I7 id;hara,ador de,aAada ~
I IT H 9 PIPE IN T PRO TIN AN T CHECK DAM 6 D VERSION D C LE TEC 0 (PLYWOOD D S ONE) 12 NN IQ
W O
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se YDL BVT SUFFlCIBIr to IMP 1. PUT SLT iE1KE OR 11NE PROlEC110r1 EBKE W ~ W O u
SEDIIFBFI a as to ENSURE cawcBYFDBOY t11B1ANDE K IpED. Pipet7utletloFlatArea- ~;~;,cg~;, ;;,,„i`+;r~?y~•.j~.x' 2 D' COIISAIC11011 pl AE MIRE hR lllpl AIAi 1) INSTALL FILTER BASIN N Iii S A D SILT FENCING AS S®INCi SHBWN DN PLAN,
No Wolkfefined Cnennel ~:.L;°.C-,~.~.;-ia, 1YE wD rA NDt REIgYMD BY nE tBaaE 1DANL- "',r.•.. , , • ~ NO 01MA f1E UIOID 1MDI 1NE 1tttR a 1NE
1+''~ "~(SIRiCE Sml?< 011TANRON' 2b' OR MIDIH OF VBICIEE YUBr 1L Wr4Y0 Bl'!'glE dTaDla 1E ~ ~y: ~ra V ~r t. fJISMO r PROPOSED S1RflT, pUNp qRO. .F-'-".' IIOIOMIIY 1:4~' ` ,ei4:iaiF,:A.,'rei 1NMCXEMAK EpS1116 'a.. i:~~~ c.~;• (~"~0~'-'~') 2) INSTALL CHECK DAM IN STREAM BELOW PROPOSED
~0 A r ~'g" ,r'~ i"»:T'k ws'7:.+';: .\r ~A~' 1 i A PBO~CT DOIIIMIEa nD PUII Ylq ND OB1M8 IIOAdMY x :.'.'gEAN STdE NA a 12' pl 1011 NDAk IID/0, 11E 001ERIBI6 AU110N1Y ( t"'..' ~ t a :w~": r' •'a_ 4;..:` ::,b;:: -FABPoC tUY BE ADDED IMRER AE STOVE `~:M1n: ~;%r`C' (a~ YMBgI MpUID ADO mTA1 lii m 1E Shoulders, Side Ditches, Slopes flax 3:1 OUTLET LOCATION, USE i?3' STONE FOR STRUCTURE WITH WASHED STONE FI ~
O Yr, . •%t"r•~`'' M4 pEAN M AREA AIO NVOKE LIE FBINIgILLY c L.' . /1:XOIISlIE PRISON AS DgICA1E0 ON 11t MANgK `•r~ti`" tONB1RUCINX! ENWANCE fM~PONSti1rY tY>RY. LTER,
DATE oATI: TrRI: f~JtRnNC RATe 3) CLEAR ONLY WHAT IS NECESARRY FDR TEMPORARY DIVERSION AND PIPE INSTALLATION,
Plan ~ ~ Aug Aug 15 -Nov 1 Tod Fescue ~ lba/acro 3) INSTALL DIVERSION
Nov Nov 1 -Mori Too Feacue 300 ~e/acre CHANNEL PER DETAIL. ~ Abnrt:i Rye 25 Ibs/acro 4) INSTALL CULVERT AND HEADWALLS,
i ~ . ~ AU ~ ,I JB YN. tS INN. HEW OONSTRUC110N I~WCONS11arCDg1~ MOr ' Mar t -Apr 15 Tall Fescue 30o Ibe/aaro 5) FILL DIVERSION CHANNEL AND CONSTRUCT ROAD FILL.
EYSTiNC ROAOwAT EIMSINO IIOIOIAY ~r ~ 1Fillar No10a Apr 15 -Jun 3o Hulled Common Bermudograae 25 Poe/acro 6) SEE REMAINING ITEM
ntankef IY INM Jul Y,y.r 1. LM is the length of (ha riprap 8" 1NL .°E'; .L; ~y •,Sa: •J s'. : i . ~ ~5'- a'a~rr..N• t~~a~",; .~,~,.r.' 8" YIN. Jul t -Aug 15 Tau Fescue and t2o dxi/care S IN C~NSTRUCTI~N SEQUENCE. ~•+Browntop Millet 35 d>s/oars 7) CHECK DAM IS TD BE REMOVED AND REPLACED
PI OullettoWelk {n apron. ~ Channe; et ed p, tl • 1.5 times (hB maximum ~1Ha 811RAYCE APPIIr$ ONLY m BtRANfEs '+~or Sorghum-Sudan Hybrids 3o iba/oars BY BUTLET PRGTECTIDN APRON AS PART OF ITEM 8,
Slone diameter bul not lase AINC O~q E~ Oi BgIgYS glNi FAY ~IAAI UN1S. then 8".
3. In a wei4delined channel ex• tendtha apron up the cnennol Slopes (3:1 to 2:1 }
A A banks to an elevelgn o1 6' Mar above the maximum tlTilwaler M r t - Jun i Sericeo ezo scarified 50 Ibs acre a ( ) / Z
depth ormthe topof lho bank, whichever isles. (Mar ~ H (Mar 1 -Apr i5} Add ToU Fescue 120 da/aae
4.AHRerblanketDrhflerfabric CONSTRUC110N ENTRANCE 7 RESIDENTIAL CONSTRUCTION ENTRANCE 8 I . atauld be inatalb0 belMreen (Mor (Mor i -Jun 30) Or Add Weeplnl tawdaee 10 Ilni/aan O
Plan 1hMriprapendaoilhwndation. (yOF (Yer t -Jun 30> a Ada ?MUa f7o~emo~ e.rnl,aoaop 25 e1/«e~ - - ~ ~
tdtiet 36 libe/aao U
LV eve rea er on s ru c ion , '»or Sa um-Sudan s 30 Iba acro ~ / x
Sep Sep 1 -Mor 1 Serfuo Lespedera (unhulbd-unscarified) 70 IDs/oae ~y and Tad Fescue 120 IDs/acn
i - 1 I e. Nov ' - i eci Ica Ions seawnaa ~w„ O (Nov 1 -Mor 1) Add Abnua Rye 25 Ibe/acre ~ O
Fllter EI z
blanket 1. Level spreaders are to be installed following installation of rip rap Com Conwlt Conaervaiion Erpineer a Sol t>eaerrslfon Serrfoe far additiorwl information eonoMnirp otlnr albnativea for vegeiolion of
energy dissipators. adds r~ denuded areas. The oboes reyetalion rates ore those wh'arh do roll under U F.l
2. Construct transition section to fit width and depth of spreader insuring anY that level spreader weir is place in undisturbed ground with weir being bcd wndiiiona; other aeerdng rob oonrbinotione ae poeel'Dle. H Z
along a flat grade. ten, w ] wnemponry -Reseed ocoad'ng b aplinwm season fa dednd pannonent T~~ Q
3. Dig depressed area upstream of weir per specifications and flat footing Yalta vegetotion. Do no! Blow temporary o0eer b don aw 12' M INigAt before
for block weir. mow mowing, ottbrwge fescue moy be eholod oM. ~ FABRIC 1.0' W
4. Install continuous wall of 8"x16" block providing a weir length per the FABRIC END LINING ~ W ~ a x TO BE EMBEDDED ~
specifications. Optionol gravel may be used in footing to facilitate leveling. SL IN SIDE SLOPE ~ SLOPE STABILIZATION REQUIREMENTS ~
5. Backfill upstream side of weir and fill block cells with soil. :1 AT - GRA Io~ 3 AND FL TER SS
6. Immediately seed and mulch all disturbed area. 3:1 2:1 A a 2:1 TO 3:1 - SHRUBS & VINES I) CHANNEL HAS 2.8X SLOPE,
_ 2> CHANNEL TO BE LINED WITH NORTH x
1.5 1.5:1 TQ 2:1 RIP-RAP ~ AMERICAN GREEN CI25 FABRIC WITH
STE f~ TRANSITIGN CHANNEL STEEPER THAN 1.5:1 -RETAINING WALL 'n' STAPLE PATTERN,
O SEEDING 9C1#DULE F
V y • rrr". V' W
" y y yTRANSITION r "r r YEGETAIED w noN To ox x w
a gVERS10N G ADE PVC Q?sf~' r W W y W H ~ w s~ PaE~ASAnoN x
~t/II ~lpt[ r`r r r W N W W ll 1R{ 177 W U
W W W W W ~Q WtiT~e l r ? • W .V y' 'V V A
T,/E, EY'Kr'~', ~ ~ `r r STAEiIUZED 1. C ,~e r W W W W ) t. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ~
7b& DF AGK. DEEP OVER ADVERSE SOIL CONDRIONS, IF AVAILABLE. z TYPICAL DITCH ~
~ ~/AARP ' 1 SdED s~'6 ~ W 1 r I WA •Y W W W 5 1' q' I , r ~ ~ 2.) RI I~/! VI• /i • I Tr rW Y `Y W `Y W 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. F'
• I ~ ~ ~lr ~i ~ y y y ~ y ~ 3. RI 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ~
4 P?C i • ) .+r'~ W 'Y W W W W •Y U LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. fA
-11// N 'Y `Y 'Y y J 11 ~M67 I M1 `Y 'Y W W .v RAILROAD 11E 4.) Af 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
~fx ~ A~ ~8 LANDSCAPE UMBER OR UI i I 'rDya~ ~ PE8?1 STABLE UNDISTUR~D W BI.Oq( RFJNFCRCEO UNIFORMLY AND MIX WITH SOIL (SEE BELOW'). A• tt
Abe W1LET y W W y W W W W W LEVEL SPREADER S U( OX AT APPROXIMATELY ) W r+ r- W W W W 't' EXISTING GRADE R 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FlRM ~ 12 Q ) ~ R VIS 0 :
o D W W W y W y y REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. s ~ ~ INS l ~ ~A
W~if~. VI ~Y W W W W 6.) Sf 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER F Di~
SE RA0.-ROAD TIE SEED LIGHTLY WITH SEEDING EQUIPIAENT OR CULTIPACK AFTER SEEDING.
n GAR a'wNC BLoac ,p,N 7.) M 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. AS SPECIF{ED
(g . ~ IX,RRIEOO ANO FL1ID
0+1'Ck ANO BuLr/ stlerR,RMm over r IN 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR DITCH TO BE GR ASSED WITH C350 LINER SCALE:
TARP p~atE,CttoN Y~.P E066 MuRtT 1 RI Ir~l2 LtFrOf th1N• ~ MrO~ TARP) . RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE,IF
t 2 Si STAND SHOULD BE OVER sox DAMAGED, REESTABLISH FOLLOWING ®SLOPE AS SPECIFIED ON PLAN N/A
0 YSiONE 8ED (OP110YAL) ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
P 9.) CI ~r~ 9.) CONSULT CONVERSATION INSPECTOR ON MAWTENANCETREATMENT DRAtiVN BY:
N AI AND FERTILIZATION AFTER PERMANENT COMER IS ESTABLISHED. SPH
an-out ca a d slots. Slots shall n riser shall be 6" SCH 40 PVC with cle p $ ourTd the 1) Orawdow ots shall be placed at 90 intervals ar ti e APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
be wide vertical saw cuts. S1 1 hall be separated ACRE IN CLAY SOILS) DATE:
s shell be e" lang. One set of sAots s ~ pipe (4 slots). Slot er of sets of slots shall be FERTILIZER - 1,000 lbs. /ACRE -10-10-10
next set b A" of solid pipe. ~ nl~ ~ Fran the Y f basin minus one. of DIMENSIONS su UPERPHOSPHATE- 500 Ibs> ACRE -2096 ANALYSIS 02-14-05 s /
depth o hall ~ the width specified. the lerg to rotect the weirs YU 2} The tarp used P If multiple tarps are used t0 ENTRANCE END DEPTH LENGTH MULCH -2 TONS /ACRE -SMALL GRAIN STRAW
e accords to available supply east 12". tarp shall b n9 n tar s shah be overlapped at 1 WIDTH WIDTH ANOTHER -ASPHALT EMULSION ®300 GALS./ ACRE PROJECT N0.
` extenEi rotection to tce of backslope il+e P ail heavy ~ ~ p stream tarp. The tarp shall be SO 10 3 6 AS SPECIFIED J-391
Elne+rnaln tare shall overlaR down ~rnl? Ar-A IT r'1 A ~i, r T A ~r t-
vfrvr. r..... --r . duty silver tarpaulins for sun res s ance. JtuilvltlV I UA~)IIV IHtiLt
. 3l Basin shall be cleaned out When f full
(ALL CUSTOM BASINS) SHEET
BASIN LENGTH WIDTH DEPTH WEIR LENGTH
22' 21 ,0,
2 22' 71' 2' 70'
5
~~Of 5

~~~ti~~~siuti,nr~i i
TABLE OF CONTENTS: ~ ~±1~ , ,1~`~P . ~1~
~P
PAGE 1: COVER SHEET c°ro ~
~ Z ; ,N W rn C7:
PAGE 2: UTILITY AND LOT LAYOUT y .y • ~
PAGE 3: EROSION CONTROL . -,d • ~ a. 3
PAGE 4: STREET PROFILE _ rri<<rn~a~ititi~~
PAGE 5: DETAILS AND SPECIFICATIONS
• ~ H
• 1
L.
p. W w ~
~ ! ~ ~ ; Iii
H
P~O~~~~ . v~P~t ~ I v~r~~~,~. ~ , ~ ~ {;:j FJ ~
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OWNER: ~ E `~P~ 0
MARQUIS HOMES 8c COMPANY ~'qy N~S~~N
8368 SIX FORKS ROAD SvN A4 ~
.
SUITE 202 (WITHOUT ADDITIONAL MEASURES) U
RALEIGH, NC 27615-5083 J~ ~O
D.B. 8528-1275 ~ ~ ~~~~'P~
~ ~
DEVELOPER: Si E O,p~
MARQUIS HOMES & COMPANY
.
8368 SIX FORKS ROAD Cy(~ .Z~~
.w
SUITE 202 ~RCy ~o~ P~' NOTES:
RALEIGH, NC 27615-5083 1. BOUNDARY INFORMATION TAKEN FROM SU I.IVAN RV L „~U EYING
2. TOPOGRAPHIC INFORMATION TAKE SULLNAN SUR'~YING ~
3. INFORMATION FOR ROAD GRADES TAKEN FROM p~ATA FROM SULLNAN SURVEYING z
4. WETLAND AND NEUSE RIVER RIPARIAN BUkFER~1NF(~RMATION PROVIDED F ~ OR SdtEC. p
CONTACT: TOM HANKINS ~ 5. BEFORE AQUIRING ABUILDING-PERMIT FOR LOTS MARKED WITH AN THE BUILDER MAY NEED TO 0 TAIN ~ _ B A FLO00 HAZARD PERhIIT FROM C Z4NIIwf~p~VISTRATION. THE BUIL '
DER S ENGINEER, ARCHITECT OR ~ Stl~ MUST CERTIFY ON ANY PERMI TMA? ALL FLOOD HAZARD REQUIREMENTS ARE MET.
[phone] 0 6. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTU x RES IN THE AREAS OF WAKE H
COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY AGENY ZONES UNTIL A FLOOD STUDT IS APPROVED BY a
FAX: [phone] WAKE COUNTY OR F.E.M.A. p z
7. ROAD CROSSINGS IN THE WATERSHED BUFFERS SHALL MEET THE FOLLOWING REQUIREMENTS:
GLENFIDDICH A. NO ALTERNATIVE TO THEIR LOCATION EXISTS. B. BUFFER DISTURBANCE DOES NOT EXfENO BEYOND THE REQUIRED RIGHT OF WAY OR EASEMENT
WIDTH, OR IN NO CASE IS MORE THAN 90 FEET WIDE. H
WAY C. BUFFER DISTURBANCE 15 NO MORE TI-!,4N 9000 SF
W z D. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE. ~
w p (AND NOT LESS THAN 60 DEGREES.) U
E. SIDE SIOPES DO NOT EXCEED 2:1 SLOPES.
o ~ BRIDGING AND OR RETAINING WALLS MAY BE USED TO MEET THIS ~ w STANDARD
F. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 YEAR STORM EVENT. 8. NO BUILDING IS PERMITTED WITHIN 20 FEET OF A DRAT EWAY ~
NAG OR WATERSH ED BUFFER.
SCALE IN FEET
a O
x U ~
N
VICINITY MAP o
E
x W
NORWpOD FOREST W ~ a
U
z
0 H
as
REVISIONS:
SCALE:
AS SHOWN
DRAWN BY:
SPH
DATE:
02-14- 05
PROJECT N0.
J- 391
A T VTP TCIR V C''NT TR C''T-
~._.i vim. A. vii v: vi BARTON'S CREEK TOWNSHIP, WAKE COUNTY, N
SHEET
ry, NORTH CAROLINA
L 5

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Y ~ Q WA
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su
/ I /
r i ~ SUNNYSTONE WAY
x ; - H n,
N~y ~ W
RAJU V & NITIN A SHARMA PIN 0789-08-9395 / W ~ ~
W ~
& AN T SMITH ZO ING; R-40W BUSBY J JO RESIDENCE / PIN ~ 0789-08-7480 ~1'E1~ ~~~~`P` ~ ~
I ZONING: R-40W OHS ~ ` u t`-
RESIDENCE CHARLES P MCCAH ~ PIN _ES P MCCAHON & SHELAGH DOYLE 1 ~
BoM PIN 0789-18-2299 ~ ~ ~ # 1 E-t ~ BoM 1994-1719 ~
~ LOT 15 ZONIP W wo ZONING: R-40W ~ W ~ ~
/ RE RESIDENCE BARNETT & ELIZABETH ~ ~ O ~ BERNSTEIN r+
S 75, , PIN 0789 18 6282 Uj ~ "
OkC 1717,, ZO LNG: R-40W ,~y ~ H .
x ~ RESIDENCE z U
/ ~ ~ ~ I ~ z
1 ry h ~
~ y y y M s Hz w ~ ~ o
l irj ?33 O •9 0' W O
Q d a,
y y y ~ y ~ . ~aL~
~ w ~ ~ y ~ \ ~ U I ~ ~ ~ i ~
1 Z 1 ~
~RACr ~R i
B RTON'S CREEK FOREST ~ ~ O I
OLD IN ~ 089:01-f~7-9809 Z NE: R OW ~ 6 1 ~
- e' ~ y _y y p EXISTING"RESIDENCE ' t
y ~ 1 1
R ENISE J ORZECH y y w LEONADS&D ' o PIN # 0789-07-5844 , a
y b BoM 1973-181 • , r: ~ ~ a
ZONING: R-40W N m W
RESIDENCE t
W ~
0 . -0 ~ ' CJ ~
88,887 s.f. LOT ~
~ 30,317 s.f.
~ w ~ GOOD SOILS z z I MAX. IMPERVIOUS 7 439 S.F. N
ai o ~ ~3 !
x in ~ ~ FLOOD ELEV=36 ~0'~ w w ~ ~ SA. \ (A ~ 7 ~ S' ~ / k`i- o ~ i
c~ ( \ ~ 09, \ (FLOOD VANES i ~ ~ \ ~ 0 ~ O
\ '6S• !y \ r
1 \ v S 80?43' \ .C 2 z
4p ~ E 242.3 ~ / ~ ~ n ~o ~ a
~ I 611 ~ o 6 ~ ~ o 0 o w G ~ o ~O
n ~
n ~ ~ ~ ~ \ U s \
i+~ / i ~ , ^ DRIVEWAY 40,145 s.f. LOT i 5 PR ~ x ~ 5 PRIVATE ~ ~ F O
~~.,~NCROACHMENT ~ ~ ~ 40182 s.f. ~ ~ i ~ DRAINi DRAINAGE EASEMENT ~ a
. _ ~ / 0 _ GOOD SOILS / ~ ~ ~ .'9 ~ o o z
5• 3 MAX. IMPERVIOUS 7 439 S.F. / 2 ^ ~ , \ N 7j, ~ _ ~ / \ ~
I ` H
N z93 , w ~ M ° 1 _ .83 _ 1 ~ ~
,J I J ` _ 84, 401 s. f. L a 84,401 s.f. LOT ~ ~ I-I
° 1 63.81' ~ ( 29,314 s.f to ~ \ z 29,314 s.f. ~p• ~ H ~
~ 1 ` ` ` ~ ' 14' 49" E 1 GOOD SOI L~ \ ~ O GOOD SOILS U
` N 87 Sip MAX. IMPERVIOUS 7 l ~ _ 4 ~ ' r1PERVIOUS 7,439 S.F. y \ / W
_ ~ FLOOD ELEV= ~ ~ > ~ 'LOOD ELEV=361.0 ~ A
~i 40 001 s.f. LOT ~ \ ~ 5 \
I 40,001 s.f. ~ ~ ~ \
GOOD SOILS ~ 8 ~9 \ ~ 6 19 ~ . 4 \ \
MAX. IMPERVIOUS 7,439 S.F. ~ ~ N ~2$' ~ \ o \ r C ~ ~ \ a ~ Z
- ~ x ~ ~ ~
r / ~ O - - \ \ \ N ~ ~ ~ r i ~ t \ \ S . „W / ~ \ \ 9~ N ~ ® ~ ~ ~ sg. ~
~ 2 ~ \ ~ 2 42 ~ ~ o
~ 4.50 ~ ' r ry w \ \ \ ~ ~ 97 1 ~ i ~ \ H
2 r / / N \ \ r ~ \
r \ \ 40 062 s.f. LOT r r ~ ~ ~ ~ rl1 M W
- ' , 40,062 s. f. r r \ ~ \ r GOOD SOILS r r r r \ \ ~ ~ / W Tn ~ / F-~ V1 ~ i \ U
\ ~c9. ~ MAX. IMPERVIOUS 7,439 S.F. r r 1 F~ ~ / ~ ~ \ \ ~ ~
^ 1 r 1 r r cS~ ~z, \ u \ Z
r . ~2 ~ r \ •~s ~ 1 r ~ ~ 1 r 40,005 s.f. LOT \ ~ / ~ O ~ , H
n r 6 1~ r \ 6~. \ r 5 2~ r \ 64,600 s.f, LOT ` i \ ~ ~ ~ ~
_ _ r ~ 40,005 s.f. t~ \ - _ i ~ GOOD SOILS \ ~ ~ 30,106 s. f. ~ i
_ _ _ _ r \ _ r MAX. IMPERVIOUS 7,439 S.F. \ \ \ GOOD SOILS \
\ \ MAX. \ , ~ MAX. IMPERVIOUS 7,439 S.F. N \
_ 190.75' _ " - _ _ 1 I - - _ \ FLT ~ FLOOD ELEV=361.0 ~ \
~ \ ~ VISIONS: \ RE
_ 65.20 4.44 - _ \ ~ ~ \
- _ 153.50' \ ,ry
~ 0 \ ~ _ _ a~?
~ - 76.38'
( ~`DO z ~ ~ - - ~ ~ BARYONS CREEK BLUFFS ASSOC INC \ 2 C/0 BILL CLARK HOMES OF RALEIGH LLC
1 I `~o`~w w ~ ~ S g7 i ~z m S 83?31 10„ 41.6 \ E 320.36' PIN 0789-17-6578 \ SCALE:
( ~~rn~w ( Q '`°w w o o Q n ( ~oo..o N o v ~a•w ~ rn Z NING; R-40W \
~o~ ( ~o~~z f go o ~ ~3 ~ RI°zw wprn~w U l~Z ( Q nOw z~~ i VACANT " - ' 1 -50
w N ozw 3~0~ ( w~~W ( a° t o ~ ~z ~ z'~ ozw ~~~,.o ~ laz \ BARYONS CI \ DRAWN BY: BARYONS CREEK BLUFFS ASSOC INC \
~ w N woo aoozw 3~••a ~ ~ C/0 BILL CLAF /0 BILL CLARK HOMES OF RALEIGH LLC I \ SPH
ro z ~zN w z~ oz~ ~ ~~~~~o PIP PIN # 0789-17-3238 ~ \ BoM 1995 667
O z tv w ~ Q- ~G a Q z N 93'01 ~ ZONING; R-40W DATE:
_ ~a HOMEOV - ~ HOMEOWNER'S ASSOCIATION \ 02-14-05
_ _ P~~C' o ~ ~
_ ~ Q ti i (ROM - _ _ ~1N ~1~>~2 PROJECT N0.
K~,VIN a~ S9 ~ ~Ow
pity # 1NG'• R E ZON 1DD~0 J- 391
I 50 0 50 100 150 ~
~ SHEET
6=mmm~ r-
i ~
SCALE IN FEET
I I
~ I I I I i
1 I I t OF 5
4

i
1611111°illlr°fra,rJ.
N~ Q 9, ~AJ
~ ' ~ ~ y~,.,.b ,
;o
~ ~ ~ ~ ~ ~ ~ , Q 4 ~ ~
v ;cn W a+ ~ r....y y i~ N ~i ° ; y :y ~e J
d d ~ ~
~ ~.U ~ ~ 7~~J7 rrrililllllllf~ll
v. v ~
? N~CT~~t'w~ A,'~~ ST w~TER BR,I,NCN
~ ~ ~ y ~ ~
V
F-~ H
~ ~ ~ ~ W
• W
\v ~ .t ~ W
tt~~ ~t • F-~
0 ~ L 0 U H Z`
I
~ NEUS RIPARIAN FE • ~i H ~
~ S SO' FROM BAN W W o
W A2 ^ ~ ~ O
L ~ E C F,~~ C~ rn
to ~1
~ H z
o ~ U ~ ~ z
~ w
~ TOM SED SIN~j 2 z (n 50 x25 x6 STONE (f~ F'
i / 11' - 'x2' WITH 10 -I CONSTRUCTION ENTRANC ~ E Z O
W O O 0
C9 U i U
~ I ~ c~
F= W , . ~ r
u~ LE 6 . r "3~, ~ s.~. r ra ~ 4J +Y "tom M F"'1
~ ~
w OOD V ES
U
n
INST AND MAINT .x y
DIVERSI CH p ~ v ~ p ~ ~ 'Q
~.3 a6S' z s a,. -
6 b 4~
~d~ ~
PROPOSED CO R (NP) ~ ~ ,
~ a ; h M
+F O
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z T P ~
G DENOTES T O
DISTURBED AR a E 10 ~
• a
x
H x
~ STO SED T ~ Z o ~ z
1'x2 ' 2' T 1 A
INTAL AND NNT N f~
~ ~ H
/ x
O ~ DIVER N DI H LO E EV- 61 0 0 s A ~
P7 ST 15+
w
II;
• ~.-1
r~ O
O a
x ~ H ~ ~
O 0 ~
U
/ x
N w ~ W
x O ~
N EXISTING CONTOUR P) P ~ > z
O W i O O o 100 YEAR OOD LIMIT E
W
0
REVISIONS:
0
SCALE:
1 =30
FLOOD ELEV=36 DRAWN BY: _EV=36 .0
SPH
DATE:
02-14-05
PROJECT N0.
-391 J
- _ _ -
30 0 30 60 90 SHEET
SCALE IN FEET 3
TOTAL DISTURBED AREA 2.0 ACRES
-S of 5
r.
q . r 4 Vk.
_ e MII~I~I~NYVVINyl~llylumu~l~ll~l „ R~ _ I ~ II I ^:I~ V.~~I, I

_
~
\ \ ~J'Q 0 0, / V~ `4~titt'rf li tlittl/1/~l
~
I M~ 0 „c~ ,n w 7
\ I \ ~ ~ ~ .,o
n 9' L
T ~ \ ~ I ~ ~ ~ 1 \ \ ~ I \
~ q ~ \ \ I \ \ L1 ~ ~ i 1 \
CL CO ~ \
30' 4 p \ I 1 \ 0 \ \ }
G RIGHT OF WAY G ~i \ \ I \ V
r \ 1 1 - .o . y s ~ zs I 8 F~
U Z 16 s' ~ ~ I _ \ p\ 1 1
M NT s,au~oER 4, aTCH PAVE E T Q'i T \ S~ I I \
14' PER f00T t•P PfR FL ~pQ~, ii \ ~ W
47 5" f' ~~P( k, S~ n \ 4 ~ / - \
FLV' G~ n SPREA ER ~ - - - \ ~ to 3
a ~ , I ~ \ EOP 15-b~2.32 '
N TYPICAL STREET SECTIO o ~ ~ ~ y ~ ~ Z
CABC 8c 1 1 2 S9.5A $ / H ~ 4 V& W W O
8 a 2 . SS ~ a ~ rn
''kk ~ ti DEFtr. V E"
U ~ 7 ~ ~rna,~' ~ ~ "~~w~iyJf~.aG ""'W r Vl ~ u (1) ~ ~+~ra~(4 i t„ 8k,~,~i~u
BOP = 10+00
ti 0 r z
~ ~ 'I'P Rlw 16 BP1E ~ , , ~ ~ ~ . 30 PgIVA ~ ~ M..a Z - ~ r~
LINE - pI1CH ~ ~ ~ . H z
J J MpNENT ~ ~ O
P _354 P \ 3 C ~ O W ' / ~ W o \ ~ ~ rn
> ~ ~ ~ ~ ~ ~1 N
0 z ~ ~ U ~ ~ ~ ~ i
N o s i \ \ ~ N=.354.6:: ~ ~ \ ~
o~ W - ER ~ Z NC OT H WALL ITCH IN i \ ~
~ i o D NENT p ~ \ ~ A \ Q'i ARD 838.34 , 50 pER ~
/ ~ P C3 ~ \ ~ rn ~ \ - \ \ ~
i t ~ \ \ ~
s s 17 LEVEL \ ~ t~,~ \ W
~ - SPREADER \ \ ~ ~ ~ ~ 'i~ \ \ / ~ 6ll ~ ~ V \ ~ ~
Z ~ \ / ~ ~ fi \ ~ ~
r i 2' s / ~ . ~1 > \ ~ \ ~ N~yy \ ~ l
R ~ R ~
/ V w \ ~r~IC cYON / \
7 16 7 p ' ~ CIRCULAR ~ ~ ? » \ ~
y D = 28'3 2 \
_ -9£. ~ v T 17.0 ~ \ ,n ' 2 = ~ p k z ~ /
i ~ R 0.00 ~ \ /
SCALE ` L = 86.0 0~2~ ~ k c \
R W 1 .o 30 _ ~ 1- 5 H R ~
1" =5' VER s
' 4' 4'
C L 37.5 z
a
0 x
SLOPE AS RE QUtRED 1 P ER r-r. ~ 400 00 30 430 ~ U
P 0 . S~
1 1 4. x a o~ E
SECTION A-A o. a
30' PRNAT'E R/W 16' BP/EP r t N ~ 30 PRNATE R/W 16 EP1EP z :/W 16' EP/EP 8" CABC 1.5" S9.SA N + +
.5" S9.SA ~ 4 W 95 25 25
395 g° cASC ls° s9sA CUL-DE-SAC W
° ~ ~ w w E~
~ z O
a~ ~W ~ ~
+ Q'i O Q VPI STA 1 75, 0 w U
390 90 20 42o a ~ - U ~ W
~ ~ K=1364 ~J A
P J ~
°D a
385 85 415 415 ° x Z
. o N (n
URV LEN 240,00 L ' LEN 240,00 ¢ ~ ° ~
_ .l ~ + F a
380 8 410 Q 410 x Z 0 J W
A ~ ~ W ~ a
J ~ o W v U
~0 ~ 1 ~
~ o z 0
37 5 0 0 0 75 05 405
+ W . u~ Q O W ~ r
Ui Q o oM WM
~ N > z .M ~ + F-J ZW
370 Z W ~ ~w 70 00 400
W X ¢ Pa REVISIONS:
U W h-
!n
3~~ 1' 65 95 ~ 395
365 ~ ~ .
R~ RL o ~ ~ SCALE:
N AS SHOWN
_ M ~
b Q
360 60 90 ti 390 DRAWN BY:
PH ~ S
P
DATE:
02-14-05 Q
355 55 85 0 385 TWIN 66 CP W TH
PROJECT N0. HEAD ALLS NCDO
J- 391
,350 ----~50 SO 380 SHEET
st on U-) (n
O) fe~ _I N N J I~ n(n Lo r- r-.,i I O)rn N r") 1 0 t--- m NN r-) R--ttn-t~ u 1 0 P, 0 : -~2 I n to ry) 1 -4- N V4 0)
ro~ ao~ ro~ m~ c~~ 000 °°00 to 6) N~ q 0000 (OO) N6~ (°O) °O d'O i`O Lri~ ~r N
< 345 CO M`O Mt° M~ M ~ M M M M M M ff) M M 'Y5 75 n ~'1 M O sT V 7 lq- It lq- a ~ y 375
9+00 9+50 10+00 10+50 11+00 114 •00 11+50 12+00 12+50 13+00 13+50 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 of 5