20051858 Ver 1_COMPLETE FILE_20060510

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 13, 2006
Mr. Chad Blackmon
Black Cap Properties
547 Benson Road, Suite 102
Garner, NC 27529
DWQ Project # 05-1858, Ver. 2
Wake County
Subject Property: Breezeway West - Phase II
Lake Benson, Ut to Swift Creek [030402, 28-(24-7), WIII, CA, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Blackmon:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 63 linear feet of intermittent stream, and 4,510 square feet of Zone 1 Neuse
River basin protected riparian buffers and 3,799 square feet of Zone 2 Neuse River basin protected
riparian buffers to construct the proposed residential development at the subject property, as described
within your application dated May 8, 2006 and received by the N.C. Division of Water Quality (DWQ) on
May 10, 2006, with additional information received June 19, 2006. After reviewing your application, we
have decided that the impacts are covered by General Water Quality Certification Number(s) 3402
(GC3402). The Certification(s) allows you to use Nationwide Permit(s) NW39 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, and Non-discharge regulations.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
One
N Carolina,
Naturally
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: htto://h2o.enr.state.nc.uslncwetiands
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Page 2 of 3
July 13, 2006
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Stream - intermittent 63 linear feet Revised PCN page 9 of 13
Zone 1 Buffers 4,510 (square feet Revised PCN page 12 of 13
Zone 2 Buffers 3,799 (square ft. Revised PCN page 12 of 13
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North 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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401 Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or
similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or
water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H, Section .0500;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into a stream as identified within 15A NCAC 213 .0233 (5). If this is not possible, it may
be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require one
additional approval from this Office. N Carolina
aturally
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.ne.us/ncwetlands
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Page 3 of 3
July 13, 2006
7. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
8. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-
established or, if the pipes installed in a perched manner, the pipes shall be removed and re-installed
correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream up
or down stream of the culvert(s). Existing stream dimensions (including the cross section dimensions,
pattern and longitudinal profile) shall be maintained above and below locations of each culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20
percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow
passage of water and aquatic life. Design and placement of culverts and other structures including
temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be maintained
if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques must
be used where practicable instead of rip rap or other bank hardening methods. If riprap is necessary, it
shall not be placed in the stream bed, unless specifically approved by the Division of Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the 401/Wetlands
Unit of the NC Division of Water Quality upon completion of the project. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the
Certificate of Completion form.
9. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land lvo°` Carolina
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES Naturally
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: htto://h2o.enr.state.nc.us/ncwetlands
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Page 4 of 3
July 13, 2006
General stormwater permit (NCGO10000) administered by DWQ is automatically issued to the
project. This General Permit allows stormwater to be discharged during land disturbing construction
activities as stipulated by conditions in the permit. If your project is covered by this permit
[applicable to construction projects that disturb one (1) or more acres], full compliance with permit
conditions including the sedimentation control plan, self-monitoring, record keeping and reporting
requirements are required. A copy of this permit and monitoring report forms may be found at
http://h2o.enr.state.nc.uslsulForins Documents.htn:.;
Certificate of Completion:
10. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 213 .0233. If you have
any questions, please telephone Cyndi Karoly at 919-733-99721 or Ian McMillan at 919-733-9502.
AWKlcbkl m
Enclosures: GC 3402
Certificate of Completion
Sin ely,
Alan W. Klimek, P.E.
cc: USACE Raleigh Regulatory Field Office
One
Eric Kulz, DWQ Raleigh Regional Office Np
sth C lly
DLR Raleigh Regional Office )VaC
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: htto://h2o.enr.state.nc.us/ncwetlands
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Black Cap Properties
Page 5 of 3
July 13, 2006
File Copy
Central Files
Jonathan Hopkins, Delineations Plus, P.O. Box 3097, Chapel Hill, NC 27515-3097
Filename: 051858Ver2BreezewayWestPhaseII(Wake)401_NBR
N°oe Carolina
Natura!!Y
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands
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TO: STAFF
NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC
FAX:
JOB CODE:
DATE: 05/10/06
X Attached:
Under separate cover:
ATTN: STAFF v C7 S " 18 5 ;?vj ; ,j I
RE: Breezeway West Phase II, Thompson Rd. Garner, NC
No. Copies Description
1 PCN
1 Set: - of Plans
Notes:
@ w FP
MAY 1 0 2006
DENR - VV,a7ER QUALITY
L aJJ fU t Olkk.MMAIER 8R,VXH
VIA FAX -PAGES Including this Cover
OVERNIGHT
_ MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO:
RECEIVED BY:
DATE: 05/10/06
X FOR YOUR REVIEW
X FOR YOUR APPROVAL
_ FOR YOUR USE
_ AS REQUESTED
RETURN COPIES
SIGNED:
Jonathan Hopkins, MPP
Delineations Plus Phone: [phone]
PO Box 3097 Fax: [phone]
'hapel Hill, NC 27515-3097 www.delineationsplus.com
Please notify us immediately if enclosures are not as noted
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. %'If 3 DS - V E S 9
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit (Already Approved) 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: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. Chad Blackmon (%_9 N
Mailing Address: Black Cap Properties Vik
547 Benson Rd, Suite 102
Garner, NC 27529 vdP?ti?21A1`??
• u6??StY`OS?p'-?
Telephone Number: 919 427-6979 Fax Number: 9191 1 205
E-mail Address: walkingcarpet@earthlinknet
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: Hr. Jonathan Hopkins
Company Affiliation: Delineations Plus
Mailing Address: PO Box 3097
Chapel Hill, NC 27515-3097
Telephone Number: 919 932-7217 Fax Number: 919 932-7217
E-mail Address: [e-mail]
Page 5 of 13
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: Breezeway West, Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1700741451
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): 'Breezeivay 1Vest, Phase 2
Directions to site (include road numbers, landmarks, etc.): From 1-40, take exit 298a, US 70E
& NC 505. Turn right & folloiv NC 50S. Turn right onto Timber Dr. Take Timber Dr. to
Thompson Rd. Take Thompson Rd. past Elkin Lane on the left to Torrey Lane on the right.
Torrey Lane accesses site.
5. Site coordinates, if available (UTM or Lat/Long): N35.68510, W078.63816
(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): 5.76
7. Nearest body of water (stream/river/sound/ocean/lake): UT Benson Lake / Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hli2o.enr.state.iic.tis/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: Vicinity land use is residential, was once agricultural. This area
was forested slope until it was logged more than 5 years ago. Now the lower.area is forested and the
upper area is briar patch. Area adjacent to Thompson Rd is Breezeway West, Phase 1.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: This project
will be a single family residential development consisting of residential buildings, utilities, sewer &
stormwater controls. Grading with bulldozers, heavy trucks, and other grading equipment will follow
mechanized clearing of the site. The stream crossing for the road tivill be installed with backhoes &
grading equipment. Utilities that are installed belotiv ground will use backhoes, bobcats and ditch
witches, and above ground utilities will use bucket trucks and pole installers. Roads will be laid with
appropriate grading & paving equipment. Buildings will be assembled with the help of bobcats, fork
lifts, 18 wheel delivery trucks, concrete trucks and cranes. Landscaping will be done with the help of
bobcats, heavy trucks and earth excavating tools.
11. Explain the purpose of the proposed work: To produce single family homes for sale in an opening
suburb of Raleigh & Garner.
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.
Prior History Includes: Breezeway Nest Phase]. This phase was previously permitted:
USA CE Action ID # 200521013 200521100, TVake County, General Permit issued Judy 25, 2005;
DTVQ Project # 05-1406, Make County, Approval Certification issued August 4, 2005.
Previous permitted impacts:
USACE: "AID 200521013 authorizes NTV12 for the excavation and the placement of full associated with a
sanitary sewer line. AID 200521100 authorizes NTV18 for the placement of full associated with a
stormnvater pond. Permanent impacts include .09 acre of wetland associated NTV18. Temporary impacts
include 421inear feet of stream channel associated with NTV12. "
DTYQ: "You have our approval, in accordance with the attached conditions and those listed below, to
place full within or othenvise impact 0:09 acres of wetlands, 41.78 feet of streams and 3400 square feet of
protected riparian buffers for the purpose of constructing single family homes in a subdivision at the
subject property, as described ivithin your application dated July 25, 2005, and received by the N. C.
Division of Water Quality on July 25, 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Numbers 3374 & 3302. "
Breezeway TVest Phase II:
USACE Action ID# 200620052, Make County, General Permit issued October 24, 2005.
"This permit authorizes 92.4 LF of impacts to a UT to a UT to Benson Lake, associated with a residential
subdivision. "
DTVQ Project # 05-1858:
Plans were submitted September 21, 2005. These plans did not include level spreaders. DTVQ issued
requests for additional information. After some discussion, the developer decided to put the project on
hold. However, the developer has recently decided to proceed with Phase H. The current plans have
decreased the stream & buffer impacts & level spreaders are included in this revised design (April 25,
2006).
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.
Phase 2 of Breezeway [Vest is the final phase of the Breezeway West Project, as it is currently planned
Page 7 of 13
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.
L Provide a written description of the proposed impacts: Breezeway West Phase 2 will have Stream &
Buffer impacts only: Feature B, in the area downstream of the DTVQ Start A flag and upstream frown the DIVA
Start B Perennial Flag (see enclosed documents), will be impacted by an essential access road & cul-de-sac; as
will the associated buffer zones in that area. The location of this stub out to the access road was previously
specified by the Town of Garner for future development in this area. The buffer impacts are generated by the
road and the narrow bulb of the cul-de-sac. A perpendicular approach to Feature B is being used to minimize
the impacts, given the specified location. All utilities are being installed in the impact area of the road, to
minimize impacts. The current revision (4125106) has decreased stream & buffer impacts.
2. Individually list wetland impacts below: There are no ivetland impacts associated with Phase 2.
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***

: t :_. -_------"--. . .. ,.
? 1u4 cacu unpacL separately and idenury 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.fcma.P
*** 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: 0.10087 acre (4394 sq fi)
Total area of wetland impact proposed: None.
Page 8 of 13
Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on tna)
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
I Perm., road 63.45 UT UT Benson Lake 4' Intermittent

* 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.us,s.eov. Several intcmct sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mapcluest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Phase 1 (41.78)+ Phase 2 (63.45) = 105.23 LF
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: None proposed.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of 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.
4. Pond Creation: Poird creation is trot proposed.
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 storniwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
Page 9 of 13
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.
1) Plans for 20 lots were downsized to 17 lots (total Phase 1 & Phase 2). Phase 2 will develop 4 lots.
2) Eliminated sewer line that ran parallel to Feature B in Zone 1.
3) Road location dictated by previous Town decision. However, it was designed to nninintize impacts by a
perpendicular crossing and having the impacts fall in the narrow bulb of the cul-de-sac.
4) Road crossing cannot be another stub out to the northern adjoining property because that is occupied property &
a stub out cannot be placed there.
5) The Client asked for and received a design exception from the Town of Garner to allow a 3'shoulder behind the
back of curb of the cul-de-sac in lieu of the standard 6'shoulder requirement. This was requested specifically for the
purposes of reducing the impacts to the stream.
6) Utility impacts have been minimized by installing Phase 2 utilities within the road impact zone.
7) Planned construction of the road ensures no point discharges to the buffer zones because the flow from the road
will be caught and dumped directly into Feature B.
8) A 60' Resource Conservation Buffer has been planned in this phase.
9) Plans were further revised (4125106) to decrease stream & buffer impacts (dream decreased impact = 28.95 LF;
total buffer decreased impact = 388 SF).
10) This revision also included level spreaders in the design.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
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
Page 10 of 13
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/ncwetIands/strmgide.htnil.
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.
The combined wetland impacts for Phrase 1 & Phase 2 are less than 1/10'x' of an acre & the combined
impacts of Phase 1 & Phase 2 on streams are below 150'. Thus, no mitigation is expected. If
mitigation were necessary, we lvould propose paying into the Ecosystem Enhancement Program for
nnitigatlon.
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 httn://h2o.enr.state.ne.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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an enviromnental 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)
Page 1 I of' 13
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 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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
l 4510 3
2 3799 1.5
Total 8309
* "Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
As mentioned earlier, impacts are low and no mitigation is expected. If mitigation is required, the client
proposes to pay into EEP.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious surface is about 9937 SF. Total acreage on the site is 11.46 (Phase 1 =5.7 AC,
Phase 2 = 5.76 AC). Previously approved impervious surface for Phase 1 is 98,881 SF. Proposed
impervious surface for Phase 2 is 30,027 SF. The combined total is 128,956 SF, or 25.83% impervious
surface. See Plans sheet C100, enclosed.
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.'
Page 12 of 13

Phase 2 setiver will hook into existing city sewer.
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).
App
(Agent's sig
plo" 05/0
nt/Agent's Si nature Date
ire is valid onl if an authorization letter from the applicant is provided.)
Page 13 of 13
DELINEATIONS PL.VS
w.d?o a sre.a, n.e;nealkon
a c«+nuhir?
63 s. R7?A?ed pr. 6u;u lG?
;wf; ! No ST673
7n? ,?iop-tm,+ieP
tRen?c;i
Fwm
ft? Agent AUt}adriXa?iOrl r?
ALLDLAY -K$ TO BE FR. LED IN BY CUMENT L-41U'7;n SCR
'Nam:
Address:
Phone: ? ?j)
Proje;t aame / desc7iptian: {Z 1./ - - -
Date: _a
The Department Of the AM, 5-
US Army Corps; of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Felts of the Ncusc Rd. Suite 120
Raleigh, NC 27615 .
Attu: Ms. Ardrrca Wads
Re: Wetlands & Stream Consultlnsz & Pemutting
Dear Ms. Wade,
the current proper..y Lwner, hereby designate and authorize Deliitefltio:rs .i'Ius io aGt C11 ON
behalf as my agent in the p,rocxssir:g of 404 and/or 401 permit opplicatioos, to furneieh upon P?isrst
{._ supplcme73tat information 7n suppc+r* of applications, etc , trJrti this day f0rwcrd. TlZis it the . y f7f
This notification suN(oocdcs aauy pxcvious correspond
PA UL- '
VRIN I (J'Vnt 's name
Cc: Ms. Cyndi Karoly
NCDENR
Division of Water Quality
401 Wetlands unit
2521 Crabtree Blvd. Suite 250
Meij;h, NC 27604-226C.'
POr - ' i'Q1eC1
S H1s(1?9t15_C
Td !J.d` T :DT SCr17 gE 'u'"t SK _-LGT6 : '011 XH-? S3D U)?13S r44I dS3N I I-iN3 N01 !' 1?H?S : LJOdd
.
Breezeway Phase II
Stormwater Calculations
Construction Drawing Submittal
Thompson Road
Garner, NC
EE Project #0504
September 16, 2005
Revised April 25, 2006
CARP
`0r.•'?QSS p? ? ??

Prepared By: Jarrod B. Edens, P.E.
Edens Engineering, P.C.
6521 Creedmoor Road - Suite 204
Raleigh, NC 27612
[phone]
[e-mail]
1 %10
o ? ©?p06
?1ti??3:OS W

IMPERVIOUS SURFACE INVENTORY FOR BREEZEWAY WEST PHASE II
Roads 8457 SF
Curb 1206 SF
Sidewalk 806 SF
a•
,y
Jun 12 2006 8: 24RM E'DENS ENGINEERING PC i `1l `.i l H44-. ee-j
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
True level spreader is deflned as an olongawd, level threshold, designed to diffuse etormwalor runoff.
Maintenance activities shed be performed ae follows:
I. Auer construction and until vegetation has been established, level spreader(s) shall be Inspected after
every rainfall. Thereafter, level spnoador(s) shall be Inspected of least ovary month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required,
b. Inspect level spreader(s) for evidence of scour, undercutting, setilornent of the structure, and
concentrated flows downhill from the level spreader(s).
A level elevatlon shall be maintained across the entire flow-spreadln6 structure at all times.
Repair or replace the level spreader If It Is damaged.
d. Mow vegetative cover to a height of six (0) Inches and prune plants if they cover over had of the
level spreader surface,
a. Repair arodad areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure Is damaged by construction traffic, it ahall bo repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swalee;, Hprap) four (4) times a yoar
to maintain proper functioning.
i acknoWwo and agree by MY Signature below mat I am responsible for the performance of the maintenance
procedures listed above. I agree to notify OWO of any problems with the system or prior to any changes to
:he system or responsible party.
Print name: Chid Blackmon - 9ieckcap Propertlos. LLC
Title: Owner IMG,t f f7i, t, M-
I
Addre8e: S47 Benson Road • Suite 102 Gamer, NC 27519
Phone: e t a-7724236
!F -4 9 !P r----
Date:_ 6- f Z- O 6
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
Vs have been sold and a resident of the subdivision has been named the president.
a Notary Public for the StaW oI?QIZ(-(? ?}i _?-1 r11(?
county of _[j2A {:= , do hereby certify that C PSI raC n-?Q ll?r_
Personally appeared before me this 4),l>
day at %
E , and acknowledge the due
execution of the forgoing wet (wetland) detention bas(n maintenance requirements. Witness my hand and
official seal.
soon n?ni?r?
NpTAAY yip
PUBUG
At?
SEAL
frtyaommiaslon expires -0d
Page 1 of 7

DWQ Project
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please
Project Name : R 2E?+
Contact Person: --TAftRoc? r--Oyr-, PE Phone Number: f119) ?d ?`?'-/?Z 1
Level Spreader ID: .
Level Spreader Length 52 ft. (perpendicular to flow)
Drainage Area O. ac. (on-site and off-site drainage to the level spreader)
Impervious Area Q 2 q ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope d % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
3.9 °b cfs
S.15 cfs
G\2-A SJ
W'A
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants itials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
IYTIC Pre-Form Scour Holes are on flat slopes only
IT; No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
I discharge.
a No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
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Hydraflow Storm Sewers 2005
Storm Sewer Tabulation
Page 1

Station Len • Drng Area Rnoff
ff Area x C Tc Rain Total Cap Vel Pipe Invert Eiev HGL Elev Grnd / Rim Elev Line ID-- -
coe (1) flow full ,
Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn
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(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%I (ft) (ft) (ft) (ft) (ft) (ft)

1
End
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0.81
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3 2 60.0 0.45 0.45 0.70 0.32 0.32 5.0 5.0 7.2
t 2.27 6.46 2.42 15 1.00 258.58 257.98 259.32 259.29 262.08 262.30 CB 11 - CB 12
Project File: PHASE 11 STOR.Astm Number of lines: 3 Run Date: 04-25-2006
NOTES: Intensity = 105.70 / (Inlet time + 16.80) A 0.87; Return period= 10 Yrs.
Hydraflow Storm Sewers 2005
Storm Sewer Profile
Proj. file: PHASE II STORM.Stm
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Office Use Only: Dorm Vcrsion March 05
USACE Action ID No. DWQ No.
(if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit NfcJ Ay(a y_ Riparian or Watershed Buffer Rules
F-1 Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NIJP M
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section Vill,
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 19,gv 151
c, 2006
1. Owner/Applicant Informatio JUN "
Name: c.ckwXrn1 ..
Mailing Address: 13 1 (A ? Cox, I" S utr?`. k"hV1ATE1t6RFJ?
Sii Z
c1!'ner? Il)C? ??5'Z?l
Telephone Number: 9 161 Z l Fax Number: 11(1 HZ -?2(357
E-mail Address: wt 6o. c1?r,7C?
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signat ry authority for the owner/applicant.)
Name: W 5 it de-Jo 4A Company Affiliation:
Mailing Address: ?D _?o 11:
/^:_ i IL11 . it 7 Zz-i i::- -7n a
Telephone Number: Zl Fax Number:
E-mail Address: IA)G, itW&30,J G'J A , ?
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
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA-
3. Property Identification Number (Tax PIN): 160 7 Lt I`I ?_)
4. Location
County: G) 46-1 Nearest Town: G(Acl'
Subdivision name (include phase/lot number): N4%c__TE
Directions to site (include road numbers/names, landmar etc.): t=t,rn .Z40 tzrk? ?X?? Z?j ?q
? BOG ?- Ni?5oS u rn r?1tnt ???I? ?t)(.? S .??rn r?titiFca?"lir"«x??r. lade. ji?,??xe.()t ??>?r,
Th1l IIAI I-11, ,., 2 i1?,?J •- SJ L, ??1LrJn IE?I- '? ? rf ., 11x, m rir,4. I ?flYwGGrr c,(tt14?c <1,k
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 95 ? &?510 ON 01? , 6,3a 16 °W
6. Property size (acres): J_J
7. Name of nearest receiving body of water: 0l Fffiso l 4L
8. River Basin: I"eJSL
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hii2o.enr.state.nc.us/admin/maps/.)
9. Describe the.existing conditions on the site and general lad use in the vicinity of the project
t the time of this a plication: u` t? (Ai j 0 k 44( 1 i M4.1 111 <) L- area ?3
CIC(7 Vf i1 tl n4t l iY i l t ? ?At. 4 ? J ? A%H 16A A . IU L CA 6111 M 1 '1, L\muyf / M-A i < J/ C?-16
Page 6 of 12
10. Describe the overall project in detail, includin the ty e of equipment to be used:
11. Explain the purpose of the proposed work: See o Vkejc J e c,?
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. bee- ? I X ? 0,,ee+
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 thin work From the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: VP_ C? LL4
Page 7 of 12
10. This project will be a single-family residential development consisting of residential buildings, utilities,
sewer & stormwater controls. Grading with bulldozers, heavy trucks, and other grading equipment will
follow mechanized clearing of the site. The stream crossing for the road will be installed with backhoes
& grading equipment. Utilities that are installed below ground will use backhoes, bobcats and ditch
witches, and above ground utilities will use bucket trucks and pole installers. Roads will be laid with
appropriate grading & paving equipment. Buildings will be assembled with the lielp of bobcats, fork
lifts, 18 wheel delivery trucks, concrete trucks and cranes. Landscaping will be done with the help of
bobcats, heavy trucks and earth excavating tools.
]I. To produce single family homes for sale in an opening suburb of Raleigh & Garner.
IV. Prior Project History
Prior History Includes: Breezeway Nest Phase]. This phase was previously permitted:
USACE Action ID # 200521013 200521100, TVake County, General Permit issued July 25,
2005;
DTVQ Project # 05-1406, Wake County, Approval Certification issued August 4, 2005.
Previous permitted impacts:
USACE: "AID 200521013 authorizes NTV12 for the excavation and the placement of fill
associated with a sanitary sewer line. AID 200521100 authorizes NTV18 for the placement offrll
associated with a stornnvater pond. Permanent impacts include.09 acre of wetland associated
NTV18. Temporary impacts include 42 linear feet of stream channel associated with NTV12. "
DTVQ: "You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or othertivise impact 0.09 acres of wetlands, 41.78 feet of streams and
3400 square feet of protected riparian buffers for the purpose of constructing single family
hones in a subdivision at the subject property, as described within your application dated July
25, 2005, and received by the N. C. Division of Mater Quality on July 25, 2005. After reviewing
your application, ive have decided that the impacts are covered by General Water Quality
Certification Numbers 3374 & 3302. "
Breezeway West Phase IP
USACE Action ID# 200620052, TVake County, General Permit issued October 24, 2005.
"This permit authorizes 92.4 LF of impacts to a UT to a UT to Benson Lake, associated with a
residential subdivision "
DTVQ Project # 05-1858:
Plans here submitted September 21, 2005. These plans did not include level spreaders. DTVQ issued
requests for additional information. After some discussion, the developer decided to put the project on
hold. However, the developer has recently decided to proceed with Phase H. The current plans have
decreased the stream & buffer impacts & level spreaders are included in this revised design (April 25,
2006).
Future Project Plans
Phase 2 of Breezeway West is the final phase of the Breezeway West Project, as it is currently planned.
Proposed Impacts to Waters of the United States/Waters of the State
1. Provide a written description of the proposed impacts:
Breezeway West Phase 2 will have Stream & Buffer impacts only: Feature B, in the area downstream of
the DWQ Start A flag and upstream from the DWQ Start B Perennial Flag (see enclosed documents),
will be impacted by an essential access road & cul-de-sac; as will the associated buffer zones in that
area. The location of this stub out to the access road was previously specified by the Town of Garner for
future development in this area. The buffer impacts are generated by the road and the narrow bulb of the
cul-de-sac. A perpendicular approach to Feature B is being used to minimize the impacts, given the
specified location. All utilities are being installed in the impact area of the road, to minimize impacts.
The current revision (4/25/06) has decreased stream & buffer impacts.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and flooding. (3 [,jl a") iwl
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Weiland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: hlydctee-w. 0.10 YT /IL
C q3`+H 50
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or Intermittent?
ittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
i U i VT S ?u ?4erm.?tc?? 1 3.?f? '06336

Total Stream Impact (by length and acreage) ??i`?S [),vUS
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc. Ns e_ (o, J .
Open Water Impact
Site Number
(indicate on ma) Name Waterbody
applicable) e)
(if ap
Type of Impact Type of Wat rbo y
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project: Ph454-I -f- iti ?5c-_V
Stream Impact (acres): Syr: = I, to y (?,? ` 4
Wetland Impact (acres): SF ,1 Ooe
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) / 7-q-6'
Total Stream Impact (linear feet): 105" ?_3
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by tile USACE.
8. Pond Creation P04 Gteail \ 15 00? Pro P:411
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.):
Current land use in the vicinity of the pond:
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. 5ee
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
Impact Justification (Avoidance and Minimization)
1) Plans for 20 lots were downsized to 17 lots (total Phase 1 & Phase 2). Phase 2 will
develop 4 lots.
2) Eliminated sewer line that ran parallel to Feature B in Zone 1.
3) Road location dictated by previous Town decision. However, it was designed to
minimize impacts by a perpendicular crossing and having the impacts fall in the narrow
bulb of the cul-de-sac.
4) Road crossing cannot be another stub out to the northern adjoining property because that
is occupied property & a stub out cannot be placed there.
5) The Client asked for and received a design exception from the Town of Garner to allow
a 3' shoulder behind the back of curb of the cul-de-sac in lieu of the standard 6' shoulder
requirement. This was requested specifically for the purposes of reducing the impacts to the
stream.
6) Utility impacts have been minimized by installing Phase 2 utilities within the road
impact zone.
7) Planned construction of the road ensures no point discharges to the buffer zones because
the flow from the road will be caught and dumped directly into Feature B.
8) A 60' Resource Conservation Buffer has been planned in this phase.
9) Plans were further revised (4/25/06) to decrease stream & buffer impacts (stream
decreased impact = 28.95 LF; total buffer decreased impact = 388 SF).
10) This revision also included level spreaders in the design.
V1 h., nwn'I
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
4nL
public (federal/state) land? Yes ? No
1) tt- „r-i nt rami;n- nri-narntlnn of sn environmental document oursuant to the
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
httP•//h2o enr state nc us/ncwetlands/strma,ide.litml.
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

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at littp://li2o.eiiE.state.nc.us/wrp/index.litni. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): Nl?
Amount of Coastal wetland mitigation requested (acres):Jl?
Page 10 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/ncwetlands/strmgide.litini.
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
0
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htni. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): MA
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): IM
Amount of Non-riparian wetland mitigation requested (acres): Nl?
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No "
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from tile DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes V1 No F-1
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
I I Zone* Impact Multiplier Required
(square feet) Mitieation
I I g510 I 3 (2 for Catawba)
2 zm41 1.5
Total I 233011 I I
* "Lone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attar all appropriate information as identified
within 15A NCAC 213 .0242 of .0244, or.0260. C? ?}„2.J ?I1 Mb6 G=re,[o W
Page I I of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. ! c e-' d f t_c.i?-J 5Ge e4 -
XII. Sewage Disposal (required by DWQ)
wastewater generated from the proposed
A r. _ 2_4&o,-&f- Witt k or-
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
roject, or available capacity of the subject facility.
_ ILkl-r PK15A-1h, C.i6 4'we?"
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No (?
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
-r

X V.
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
Thredten d Species, accessibility problems, or other issues outside of the applicant's control).

V.Applicant/Ag?t's Signature Date
(Ag nt's signature is NAM only if an authorization letter from the app icant is provided.)
Page 12 of 12
Other Circumstances (Optional):
Stormwater:
Existing impervious surface is about 9937 SF. Total acreage on the site is 11.46 (Phase 1
=5.7 AC, Phase 2 = 5.76 AC). Previously approved impervious surface for Phase 1 is
98,881 SF. Proposed impervious surface for Phase 2 is 30,027 SF. The combined total is
128,956 SF, or 25.83% impervious surface. See Plans sheet C100, enclosed. Also see the
stormwater calculations submitted previously, & the enclosed impervious surface
inventory.
DELINEATIONS PLUS
U 4" k saute, r3.Lcu,m i nx- iz HOr-jft% +c rr
Usrring a Cwm hire TythJ n
ON IRidwdDr.9uiw104 RWW1 ' 4 41?'•1
.r
?'?ent Aathotvration iFr?rm
•• ALLBLANKS /To BE, Fg-LED INti BY CURRENT 1--A-\U?:;WER
Ratite 47219-
Address:
Phone: g J%`
Project ;Larne
Date: ?? _E1.?_ -._..._....._
Thee DQpartment Of the2 Army
US Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls ofthe'r'euse Rd. Suite 120
Raleigh, NC 27615
Attu. Ms. Andrea Wabc
Re: Wetlands & Stream Consulting. & PemittinF
bear Ms. Wade,
I. the CurTcnt propeme crwrier, hereby designate and auihori:,e Delinentiose, 31as :« act cii in;
bchal£ as my agent in the proces,ing o"404 and/or :01 pei'mit opplicatiors, to tarnish a-JOIJ ocst
supplemental information in supp --rr of applications, erc , from this day forward. This i3. the .. ? of
20o
This notification suNrcedes a3ty ;rcr?ous car
p'q UL-
R1NT Oantrr's name
Cc: Ms, Cyndi Karoly
NCDENR
Divisian of Water Queiiry
401 Wetlands Unit
2321 Crabtrea Blvd. Suite 250
Mcigh, NC 27604-2Z6C•
Td WrZT:OT SCOZ 9E 'unr SQcE.??6ir_, Oho vH-d SSDIO" f3S DAId33t4ION3 N0W:43Hq:7-
6lQ .'
OF W ATF
`O? 9QG Michael F. Easley, Governor
y William G. Ross Jr., Secretary
t_ North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
May 15, 2006
DWQ Project # 05-1858, Ver. 2
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Chad Blackmon
Black Cap Properties
547 Benson Road, Suite 102
Garner, NC 27529
Subject Property: Breezeway West - Phase II
Lake Benson, Ut to Swift Creek [030402, 28-(24-7), WIII, CA, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Blackmon:
On May 10, 2006, the Division of Water Quality (DWQ) received your application dated May 8,
2006, to impact 63 linear feet of intermittent stream) and 4,510 square feet of Zone 1 Neuse
River basin protected riparian buffers and 3,799 square feet of Zone 2 Neuse River basin
protected riparian buffers to construct the proposed residential development. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as
'discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive five copies of the additional information requested below, we will have to
move toward denial of your application as required by 15A NCAC 2H .0506 and will place this
project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a location map for the project.
2. Please resubmit your application using the most current Pre-Construction Notification
application form (Version March, 2005).
3. Please provide documentation from the DWQ indicating they have determined the onsite
streams to be intermittent.
4. Please provide an inventory of all impervious surfaces (building footprints, roads,
driveways, decks, sidewalks, gravel-covered areas, etc.). Please note, if the project
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htit):/ih2o.enr.state.nc.us/ncwctlands
Noi` Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Black Cap Properties
Page 2 of 2
May 15, 2006
imperviousness area exceeds 30 percent, you will need to submit a stormwater
management plan per GC3402.
5. Please provide signed and notarized Operations and Maintenance agreements for the level
spreaders.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting
Unit
CBKl m
Enclosures: March 2005 Pre-Construction Notification Application
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jonathan Hopkins, Delineations Plus, P.O. Box 3097, Chapel Hill, NC 27515-3097
Filename: 051858Ver2B reezewaywestP h aseIl(wa ke)O n_Il old
DWQ 05-1858 V2 Breezeway West Phase II
Subject: DWQ 05-1858 V2 Breezeway West Phase II
From: Laurie Dennison <[e-mail]>
Date: Tue, 16 May 2006 07:38:27 -0400
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
Content-Type: application/msword
05l858Ver2BreezewayWestPhaseIl(Wakc)On_Hold.doc
Content-Encoding: base64
i of 1 5/16/2006 7:39 AM
Delineations Plus
Wetland & Stream Delineation,
Mapping & Consulting
PO Box 3097
Chapel hill, NC 27515-3097
05/09/06
Ms. Cyndi Karoly
DWQ Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604

Jonathan J. I lopkins
President
I'hone: [phone]
Fax: [phone]
v? ?S-IgSg
Dear Ms. Karoly,
Enclosed is a Pre-Construction Notification (PCN) for Breezeway West Phase II, on Thompson
Rd. in Garner, Wake County, North Carolina. This PCN is an application for a Section 401 Water
Quality Certification, including Neuse River Buffer impacts. The 404 permit for Breezeway West Phase
II was issued on October 24, 2005 (copy enclosed).
This project is being undertaken by Black Cap Properties, LLC. (547 Benson Rd. Suite 102,
Garner, NC, 27529), hereafter referred to as the applicant. The applicant proposes to build 4 single
family homes, with appropriate infrastructure, for speculative sale in Phase II. The applicant's purpose is
to construct a marketable single family residential complex within the constraints of topography, area,
cost, environmental impacts & regulations. This project seeks to produce single family homes for sale in
an opening suburb of Raleigh & Garner.
This project site has been inspected by the US Army Corps of Engineers, Raleigh Regulatory
Office. Ms. Andrea Wade did the wetland line verification and stream jurisdictional call. She approved
the surveyed wetland map & has signed it (copy enclosed). DWQ Regional Office documents on stream
jurisdiction issued by Mr. Eric Kulz are also enclosed. Copies of all Certifications & Permits issued for
Breezeway West Phase I are also enclosed in this packet. A copy of the permit issued for Phase II by Mr.
Monte Matthews (current US Army Corps of Engineers regulatory officer for Wake County) is also
enclosed.
hank you for your time in reviewing this Section 401 PCN. Please let me know if you have any
qu to , or re ° any additional documents.
Sincer ly,
Jo than Hopkins MPP
Pt sident
D lineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097 D ?? EIR ?!?
919 932-7217 ?.
wetmeadow r latt.net MIRYl LQO?
DGt?fi-ti,4'MVKQUA i0
?'rCTLAi'tDS Pi1vJ gTq?!AY?Att:l? I:4U'•+1(+li
TO: Ms. Cyndi Karoly
NC Division of Water Quality
401 Wetlands Unit
JOB CODE:
DATE: 05/10/06
2321 Crabtree Blvd. Suite 250
Raleigh, NC
FAX:
ATTN: Ms. Cyndi Karoly
X Attached:
Under separate cover:
v2, o5-18S$
RE: Breezeway West Phase 11, Thompson Rd. Garner, NC
No. Copies Description
PCN
Set of Plans
Notes:
Cover letter & payment are enclosed in packet with Cyndi Karoly's name.
MAY ? 0 0
VIA FAX -PAGES Including this Cover
OVERNIGHT
_ MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO:
RECEIVED BY:
DATE:
X FOR YOUR REVIEW
X FOR YOUR APPROVAL
FOR YOUR USE
_ AS REQUESTED
RETURN COPIES
:D: f
Hopkins,
Delineations Plus Phonb: 919-932-7217
PO Box 3097 Fax: [phone]
Chapel Hill, NC 27515-3097 www.delineationsplus.com
Please notify us immediately if enclosures are not as noted
Meeting Reschedule: ICI Assessment Processes
Subject: Meeting Reschedule: ICI Assessment Processes
From: "Thomas E. Jones" <tejones [e-mail]>
Date: Wed, 28 Jun 2006 11:37:31 -0400
To: John Hennessy <[e-mail]>
CC: Leilani Paugh <[e-mail]>, Bob Deaton <[e-mail]>, Colin Mellor
<[e-mail]>, John Dorney <[e-mail]>
John
Hello! I am a very new employee with NC DOT in Leilani Paugh's ICI-Site Mitigation Group. I
understand that we need to reschedule a meeting to get together on our perspectives and
interpretations of ICI assessment policies, guidance, process, etc.
My schedule is, of course, pretty wide open. I'm sure that's not the case for most. This is just to get
things started up again.
Thanks, & I trust I will see you soon.
Tom
Thomas E. Jones <teiones I a,dot.state.ne.us>
Environmental Supervisor II
DOT, PDEA
1 of 1 6/30/2006 5:06 PM
Re: Meeting Reschedule: ICI Assessment Processes
Subject: Re: Meeting Reschedule: ICI Assessment Processes
From: John Dorney <[e-mail]>
Date: Wed, 28 Jun 2006 13:57:02 -0400
To: "Thomas E. Jones" <tej ones 1 @dot. state.nc. us>
CC: John Hennessy <[e-mail]>, Leilani Paugh <[e-mail]>, Bob
Deaton <[e-mail]>, Colin Mellor <[e-mail]>, "john.hennessy"
<[e-mail]>
probably would not hurt but John H (the bad John) needs to be there too.
how about August 11 or 21? July is full.
Thomas E. Jones wrote:
John
Hello! I am a very new employee with NC DOT in Leilani Paugh's ICI-Site
Mitigation Group. I understand that we need to reschedule a meeting to get
together on our perspectives and interpretations of ICI assessment policies,
guidance, process, etc.
My schedule is, of course, pretty wide open. I'm sure that's not the case for
most. This is just to get things started up again.
Thanks, & I trust I will see you soon.
Tom
1 of 1 6/30/2006 5:06 PM
Re: Clayton Bypass Monthly Agency Review
Subject: Re: Clayton Bypass Monthly Agency Review
From: "Wendi Oglesby Johnson, PE" <[e-mail]>
Date: Wed, 28 Jun 2006 12:08:35 -0400
To: [e-mail], [e-mail], [e-mail],
[e-mail], Kevin Bowen <[e-mail]>, Donald Pearson
<[e-mail]. nc.us>, "Warren Walker, PE" <[e-mail]>, Jamie Guerrero
<[e-mail]>, [e-mail], [e-mail],
[e-mail], [e-mail]
We were considering moving our agency review from the 1st Wednesday of the month in
July (5th)
to the second Wednesday (12th). Any thoughts?
1 of 1 6/30/2006 5:06 PM
I
Re: Meeting Reschedule: ICI Assessment Processes
Subject: Re: Meeting Reschedule: ICI Assessment Processes
From: Robert Deaton <[e-mail]>
Date: Wed, 28 Jun 2006 15:33:08 -0400
To: John Dorney <[e-mail]>
CC: "Thomas E. Jones" <tejones I @dot.state.nc.us>, John Hennessy <[e-mail]>,
Leilani Paugh <[e-mail]>, Colin Mellor <cmellor@dot. state. nc.us>
August 11th - a.m. is open
August 21 is wide open.
John Dorney wrote:
probably would not hurt but John H (the bad John) needs to be there too.
how about August 11 or 21? July is full.
Thomas E. Jones wrote:
John
Hello! I am a very new employee with NC DOT in Leilani Paugh's
ICI-Site Mitigation Group. I understand that we need to reschedule a
meeting to get together on our perspectives and interpretations of ICI
assessment policies, guidance, process, etc.
My schedule is, of course, pretty wide open. I'm sure that's not the
case for most. This is just to get things started up again.
Thanks, & I trust I will see you soon.
Tom
1 of 1 6/30/2006 5:07 PM
yr
Delineations Plus
wetland & Stream Delineation,
;flapping & Consulting
PO l3ox 3097
Chapel hill, NC 27515-3097
05/29/06
Ms. Lori Dennison
DWQ Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604
Dear Ms. Dennison,
Jonathan J. Hopkins
President
Phone: [phone]
Far: [phone]
This letter is in response to a DWQ inquiry for further information (05115106, DWQ Project # 05-
1858, Ver. 2, Wake County) for Breezeway West Phase II, on Thompson Rd. in Garner, Wake County,
North Carolina. The requests in the DWQ letter are responded to below:
1) The requested location map is on the cover sheet of the revised plans submitted for this project.
This has been confirmed by phone conversation with Sam Aghimien (05/24/06, 1pm).
2) The newest version of the PCN has been filled out for this project and is enclosed. Please note
that it would be helpful to the consultants that work with you if that new form were posted on
your web site (see attached printout).
3) DWQ documentation on the streams' status was submitted with the original PCN. This has been
confirmed by phone conversation with Sam Aghimien (05/24/06, lpm).
4) An inventory of all impervious surfaces for Phase II is enclosed.
5) A signed & notarized Operation & Maintenance Agreement is enclosed.
In addition, the level spreader worksheet that was requested by Mr. Sa1n Aghimien is also enclosed.
there are any further documents that you require for your review please let me know. You may
c fi Ine contact y email. Thank you for your assistance on this matter.
incere y,
Jona lan Hopkins, MP
Presi ent
Deli U (? L wie nn
Delineations Plns (J
?,UU
PO Box 3097
Chapel Hill, NC 27515-3097
919 932-7217
[e-mail]
JUN 1_ .9 2006
GENR - WATER QUALITY
ViETWj0,^'!VE) S T (?R',f OVATER BRANCH
NC DWQ's Wetlands Unit Page 1 of 1
0
s fl /401 C&IfflcaAbn *t
INCDENRI Pre-Construction Notification Forms
NEW (April, 2001)Application tor Pre-Construction Notification (NIS Nord 97)
NEW (April. 2001) Application for Pre.-.Construction Notification (Adobe Acrobat-PllF)
Janaurv 7, 2004 Application Addendum for Pre-Construction Notification using the_Express _Review Program (Adobe Acrobat-
PDF)
Special Application for F'E;RC (Federal Energy Regulatory Commission) Licensing or_lte-Licensing Proiiects(A,dobe Acrobat-}'DF)
The Wetlands/401 Water Quality Certification Unit of the Division of Water Quality - North Carolina Department of Environment and Natural
Resources. For more information please call [phone] or write NC DENR/Division of Water Quality, Wetlands Unit, 1650 Mail Service
Center, Raleigh, NC 27699-1650. For information or comments on this Web Site please email Rick Savage - "[e-mail]"
//l12o.enr.state.nc.us/ncwetlands/pcn.litml 5/22/2006

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ADDR1: 113 LUXORWIND DR
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DEED BOOK: 11398
fi DEED PAGE: 0447
DEED DATE: 613/2005

! DEED ACRES: 8.51
BLDG VAL: 42895
LAND VAL: 115120

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PIN NUM: 1700741451
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YEAR BUILT: 1900

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SALEDATE: 6/3/2005
TYPE USE: Single Family
DESIGN STYLE: Conventional
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200620052 County: Wake USGS Quad: Lake Wheeler
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Mr. Chad Blackmon
Address: Black Can Properties
547 Benson Road, Suite 102
Garner, NC 27529
Telephone No.: 919-427-6979
Size and location of property (water body, road name/number, town, etc.): The project site is located on the west side
of Thompson Road, south of its intersection with Timber Drive in Garner Wake County NC
Description of projects area and activity: This permit authorizes 92ALF of impacts to an UT of an UT to Benson
Lake, associated with a residential subdivision.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to
be modified, reissued, or revoked prior to March 18, 2007. It is incumbent. upon you to remain informed of changes to
the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under
contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any
NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at (919) 817?6-8441 x30.
Corps Regulatory Official Monte Matthews IV 1,.L A NJ.??ate: October 24, 2005
Expiration Date of Verification: March 18, 2007
-2-
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is
a change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued Action ID
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corns
Wetland Delineation Manual and are adjacent to an UT to Benson Lakc The property also contains stream
channels that exhibit an Ordinary High Water Mark as indicated by chanees in soil character and absence or
terrestrial veeetation and are hvdroloeically connected to Benson Lake in the Neuse River Basin
Corps Regulatory Official: Monte Matthews
Date October 24, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Delineations Plus
Attn: Jonathan Hopkins
PO Box 3097, Chapel Hill, NC 27515-3097

p?o? W AT ?9PG
? r
? -i
17 ?
Mr. Chad Blackmon
Black Cap Properties
547 Benson Road, Suite 102
Garner, North Carolina 27529
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 4, 2005
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-1406
Wake County
1 ? 2pp6
Mp? T?
Subject Property: Breezeway West Phase I f1RrjieZ
Garner NC pEH???l?,jc
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Blackmon:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.09 acres of wetlands, 41.78 feet of streams and 3400 square feet (fe) of
protected riparian buffers for the purpose of constructing single family homes in a subdivision at the
subject property, as described within your application dated July 25, 2005, and received by the N.C.
Division of Water Quality (DWQ) on July 25, 2005. After reviewing your application, we have decided
that the impacts are covered by General Water Quality Certification Number(s) 3374 & 3302 (GC3374 &
3302). The Certification(s) allows you to use Nationwide Permit(s) NW 12 & NW 18 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, Non-discharge, and other
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 21-1.0506 (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:
N?o' Carol*
firal
401 Oversight/Express Permitting Unit ' . ? t
usn mna (z-; ,. r enter Raleieh. North Carolina 27699-1650
.,® . 4-
Mr. Chad Blackmon
Page 3 of 3
August 4, 2005
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse River Basin riparian buffer protection rule as described within 15A NCAC 2B .0233.
If you have any questions, please telephone Cyndi Karoly at 919-733-99721 or Deborah Edwards at 919-
733-9502.
CinrerPly_
AWK/ijnt
Enclosures: GCs 3374 & 3302
Certificate of Completion
cc: Mr. Jonathan Hopkins, Delineations Plus, P.O
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Box 3097, Chapel Hill, NC 27515-3097
Filename: 051406Breezeway W estPh1(W ake)401+buffers
r'

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200521013 200521100 County: Wake USGS Quad: Raleif!li East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/ Authorized Agent: Chad Blackmon
Address: Black Can Properties
547 Benson Road
Address 2
Garner, NC 27529
Telephone No.: 336-322-0877
Size and location of property (water body, road name/number, town, etc.): The project is located on the
west side of Thompson Road, south of its intersection with Timber Drive, in Garner Wake County,
North Carolina.
Description of projects area and activity: AID 200521013 authorizes NW12 for the excavation and the
placement of fill associated with a sanitary sewer_line. AID 200521013 authorizes NW18 for the
placement of fill associated with a stormwater pond. Permanent impacts include .09-acre of
wetland associated with NW18. Temporary impacts include 42 linear feet of stream channel
associated with NW 12.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12,18
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached Nationwide and Special conditions, the attached North Carolina Wildlife Resources Commission
conditions, and your submitted plans. Any violation of the attached conditions or deviation from your submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Andrea Wade at 919-876-8441 x30.

Corps Regulatory Official Andrea Wade Date: July 25, 2005
Expiration Date of Verification: March 18, 2007
-2-
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
? There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
® The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued 7/5/2005 . Action ID 200521013
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corns
Wetland Delineation Manual and are adjacent to an unnamed tributary to Lake Benson The property also
contains stream channels that exhibit an Ordinary High Water Mark as indicated by changes in soil
character and absence of terrestrial vegetation and are hydrologically connected to Lake Benson in the Neuse
River Basin. -'
Corps Regulatory Official: Andrea Wade A'?
Date July 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Delineations Plus, Attn: Jonathan Hopkins, P.O.3097, Chapel Hill, NC 27515.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521013 County: Wake U.S.G.S. Quad: Lake Wheeler
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Black Can Properties
Address: 547 Benson Road, Suite 102
Garner, NC 27529
Telephone No.:
Size and location of property (waterbody, road name/number, town, etc.) The property is located on the west side
of Thompson Road, south of its intersection with Timber Drive in Garner Wake County NC
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands and streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are wetlands and streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest you have the wetlands and streams on your property delineated. Due to the size of your
property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final,
any delineation must be verified by the Corps.
The wetlands and streams on your property have been delineated and the delineation has been verified by the
Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas
subject to CWA jurisdiction on your property which, provided there is no change in the law or our published
regulations, may be relied upon for a period not to exceed five years.
X The wetlands and streams have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Official identified below on July 5, 2005 . Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at (252).946-6481 to determine their requirements.
Remarks:
Corps Regulatory Official:
Date July 5, 2005 Expiration Date July 5, 2010
Page 1 of 2
Action Id. 200521013
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Andrea Wade at 919-
876-844100.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual that are adjacent to stream channels located on the property. The site contains stream channels that flow into
the Neuse River and the Atlantic Ocean.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: Delineations Plus, Attn: Mr. Jonathan Hopkins, P.O. Box 3097, Chapel Hill, NC 27515-
3097
s
OW AT QG
r
O 'C
Mr. Doby Blackman
Old Stage LLC
547 Benson Road
Garner, NC 27529
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
April 15, 2005
NBRRO 05-096
County: Wake
BASIN:
Neuse River X
(15A NCAC 2B .0233
Tar-Pamlico
(15A NCAC 2B.0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Thompson Road Property - Garner
Location/Directions: From U.S. Highway 70 south on Timber Drive, south on Thompson Road. Property is on west
side of Thompson Road at the intersection with Torrey Lane in Garner (Wake County).
Subject Stream: UT to Lake Benson (Swift Creek)
Date of Determination: 4/13/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject (loot Contested) X X
B Subject at "Start All Flag X
C Subject (Not Contested) X
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIf'Q or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing do Cyndl Karoly, DJVQ Wetlands l Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Aut/rarit
y that "exempts" a surface waterfront the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is nott led of
t/r/s decislon. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
VAT
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
f
4/15/2005
Page 2 of 2
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Alai[
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notes the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding Ilse subject property (stated
above). This project may require a Section 4041401 Permit for tine proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineer
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Frank Powell - Town of Garner
Jonathan Hopkins - Delineations Plus
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
N ENR phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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0109741
THOMPSON,
RICHARD C & LINDA
K
701 THOMPSON RD
GARNER NC
27529-5033
02736
0831
1/1/1979
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0
42200
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R C THOMPSON &
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000
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R-5
726-00000-0209
623
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4/13/2005 7:45 M
Parcel Number. 1700748437
Map created on 4/1312005 7:45:40 AM.
Copyright 2003. City of Raleigh, Wake County.
WAIF Michael F. Easley, Governor
r Q 9 William G. Ross Jr., Secretary
`OCR Q North Carolina Department of Environment and Natural. Resources
Cq r? Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
0 .? Division of Water Quality
April 15, 2005
Mr. Doby Blackman
Old Stage LLC
547 Benson Road
Gamer, NC 27529
IPRRO 05-010
County: Wake
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Thompson Road - Garner
Location/Directions: From U.S. Highway 70 south on Timber Drive, south on Thompson Road. Property is on west
side of Thompson Road at the intersection with Torrey Lane in Gamer (Wake County).
Subiect Stream(s): UT to Lake Benson (Swift Creek)
Date of I/P Determination(s): 4/8/05
Feature I/P Call Location of I/P Point
(GPS Points and/or
Fla Notes/Basis for Call (Stream Form Rating, Biol. Indicators,
etc.).
A P Not Contested - major stream feature.
B P Pink "Start B
Perennial" Fla 30.5 on form
C - Not Evaluated

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIfQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing clo Cyndi Karoly, DWQ Wetlands1401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the Dif Q or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date thatyou receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affectedparty (including downstream and adjacent landowners) is notified of
this decision. DJVQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. 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 determination is final and binding unless you ask for a hearing
within 60 days.
OVA
Raleigh Regional Office 1628 Mail Service Center Kff K
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
r 4/15/2005
Page 2 of 2
The (owner/future owners) should notio the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-738-1786, and the VSArmy Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Frank Powell - Town of Gamer
Jonathan Hopkins - Delineations Plus
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
NCOE?
phone [phone] Customer Service
facsimile (919) 5714718 1-877-623-6748
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Parcel Number. 1700748437
Map created on 4/1312005 7:45:40 AM.
Copyright 2003. City of Raleigh, Wake County.
http://iniaps.co.wake.nc.us/iniaps/printmap.asp?pin-- 170074843 7&pin.
REID:
OWNERI
ADDRII:
ADDR2:
ADOR3:
DEED BOOK:
DEED PAGE:
DEED DATE:
DEED ACRES:
BLDG VAL:
LAND VAL:
BILLING CLASS:
DESCRIPTION:
MAP NAME:
PIN NUM:
PIN EXT:
CITY:
PLAN JURIS:
TOWNSHIP:
YEAR BUILT:
SALEPRICE:
SALEDATE:
TYPE USE:
DESIGN STYLE:
UNITS:
LAND CLASS:
ZONING:
OLD PARCEL
NUMBER:
ADDRESS
ST NUM:
ST MISC:
DIR PREFIX
0 ® 152 ft ST NAME:
ST TYPE:
DIR SUFFIX
w?z ?113104
0109741
THOMPSON,
RICHARD C & LINDA
K
701 THOMPSON RD
GARNER NC
27529-5033
02736
0831
1/1/1979
3.15
0
42200
INDIVIDUAL
PT OF LT 2 PROP OF
R C THOMPSON &
WIFE
170016
1700748437
000
GA
ST. MARYS
0
0
Vacant
0
MANUFACTURED
HOME
R-5
726-00000-0209
623
THOMPSON
RD
1 of 1 4/13/2005 7:45 An
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WAKWAKE ^'?' ?1
COUNl ='Pr'o E
TO: STAFF JOB CODE:
NC Division of Water Quality
401 Wetlands Unit DATE: 05/10/06
2321 Crabtree Blvd. Suite 250
Raleigh, NC X Attached:
FAX: Under separate cover:
ATTN: STAFF V OS-1962
RE: Breezeway West Phase Ii, Thompson Rd. Garner, NC
No. Copies Description
1 PCN `
1 Set, of Plans

Notes:
jog @ru--, a % ru--'a I
MA1' 1 0 2006
01 ut?l ?TY
DENT vin me +a7ERCt?''
VIA _ FAX -PAGES Including this Cove
OVERNIGHT
_ MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO:
r X FOR YOUR REVIEW
X FOR YOUR APPROVAL
_ FOR YOUR USE
_ AS REQUESTED
RETURN COPIES
RECEIVED BY: SIGNED:
DATE: 05/10/06
Jonathan Hopkins, MPP
Delineations Plus Phone: [phone]
PO Box 3097 Fax: [phone]
Chapel Hill, NC 27515-3097 www.delineationsplus.com
Please notify us immediately if enclosures are not as noted
.4
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No. Y 2h US- \R (Q
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing,
1. Check all of the approval(s) requested for this project:
? Section 404 Permit (Already Approved) 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: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information; r7l, D
Name: Mr. Chad Blackmon Matltng Address: Black Cap Properties h1AY ?, (} ZOOG
547 Benson Rd, Suite 102
A?
Garner, NC 27529 ER QUALITY
'?YETIfJ'![;?r`J;`?5T
Telephone Number: 919.127-6979 Fax Number: 919 772-8205
E-mail Address: [e-mail]
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: Mi•. Jonathan Hopkins
Company Affiliation: Delineations Plus
Mailing Address: PO Box 3097
Chapel Hill, NC 27515-3097
Telephone Number: 919 932-7217 Fax Number: 919 932-7217
E-mail Address: [e-mail]
Page 5 of 13
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 forniat;
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: Breezeway West, Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1700741451
4. Location
County: [Vake Nearest Town: Garner
Subdivision name (include phase/lot number): Breezeway West, Phase 2
Directions to site (include road numbers, landmarks, etc.): Front 1-40, take exit 298a, US 70E
& NC 50S. Turn right & folloiv NC 505. Turn right onto Timber Dr. Take Timber Dr. to
Thompson Rd. Take Thompson Rd. past Elkin Lane on the left to Torrey Lane oil the right.
Torrey Lane accesses site.
5. Site coordinates, if available (UTM or Lat/Long): N35.68510, W078.63816
(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): 5.76
7. Nearest body of water (streani/river/sound/ocean/lake): UT Benson Lake / Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hli2o.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: Vicinity land use is residential, was once agricultural. This area
lvas forested slope until it was logged more than 5 years ago. Now the lower area is forested and the
upper area is briar patch. Area adjacent to Thompson Rd is Breezeway [Vest, Phrase 1.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: This project
ivill be a single fancily residential development consisting of residential buildings, utilities, sewer &
storttnvater controls. Grading ivith bulldozers, heavy trucks, and other grading equipment will follow
mechanized clearing of the site. The stream crossing for the road will be installed with backhoes &
grading equipment. Utilities that are installed belotiv ground will use backhoes, bobcats and ditch
tivitches, and above ground utilities will use bucket trucks acid pole installers. Roads will be laid with
appropriate grading & paving equipment. Buildings will be assembled with the help of bobcats, fork
lifts, 18 wheel delivery trucks, concrete trucks and cranes. Landscaping will be done with the help of
bobcats, heavy trucks and earth excavating tools.
11. Explain the purpose of the proposed work: To produce single family homes for sale in an opening
suburb of Raleigh & Garner.
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.
Prior History Includes: Breezeway [Vest Phase]. This phase was previously permitted:
USACE Action ID #200521013200521100, TVake County, General Permit issued July 25, 2005;
DWQ Project # 05-1406, Wake County, Approval Certification issued August 4, 2005.
Previous permitted impacts:
USACE: AID 200521013 authorizes NIV12 for the excavation and the placement offtll associated with a
sanitary sewer line. AID 200521100 authorizes NJV18 for the placement of fill associated with a
storrtnvater pond. Permanent impacts include.09 acre of tivetland associated NIV18. Temporary impacts
include 42 linear feet ofstreanc channel associated with NJV12. "
DiVQ: "You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or othenvise impact 0:09 acres of wetlands, 41.78 feet of streams and 3400 square feet of
protected riparian buffers for the purpose of constructing single family homes in a subdivision at the
subject property, as described within your application dated July 25, 2005, and received by the N. C.
Division of Water Quality on July 25, 2005. After revietiving your application, we have decided that the
impacts are covered by General Water Quality Certification Numbers 3374 & 3302. "
Breezetivay West Phase H.-
USA CE Action ID# 200620052, Wake County, General Permit issued October 24, 2005.
"This permit authorizes 92.4 LF of impacts to a UT to a UT to Benson Lake, associated with a residential
subdivision. "
DiVQ Project # 05-1858:
Plaits were submitted September 21, 2005. These plaits did not include level spreaders. DWQ issued
requests for additional it formation. After some discussion, the developer decided to put the project on
hold. However, the developer has recently decided to proceed ivith Phase II. The current plaits have
decreased the stream & buffer impacts & level spreaders are included in this revised design (April 25,
2006).
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.
Phase 2 of Breezeway West is the final phase of the Breezeway West Project, as it is currently placated
Page 7 of 13
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: Breezeway West Phase 2 will have Stream &
Buffer impacts only: Feature B, in the area downstream of the DIVQ Start Afag and upstream front the DIVQ
Start B Perennial Flag (see enclosed documents), will be impacted by an essential access road & cul-de-sac; as
will the associated buffer zones in that area. The location of this stub out to the access road was previously
specified by the Town of Garner for future development in this area. The buffer impacts are generated by the
road and the narrow bulb of the cul-de-sac. A perpendicular approach to Feature B is being used to minimize
the impacts, given the specified location All utilities are being installed in the impact area of the road, to
minimize impacts. The current revision (4125106) has decreased stream & buffer impacts.
2. Individually list wetland impacts below: There are no ivetland impacts associated with Phase 2.
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***

LISL cacu uupaci scparaiciy ana iaenaty 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:Hwww.iema.i;ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) 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: 0.10087 acre (4394 sq f)
Total area of wetland impact proposed: None.
Page 8 of 13
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
I Perm., road 63.45 UT UT Benson Lake 4' Intermittent

* 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.usas.£ov. Several intcrnet sites also allow direct download and printing of USGS maps (e.g.; www.topozonc.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Phase 1 01.78)+ Phase 2 (63.45) = 105.23 LF
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: None proposed.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Watplicabblele) 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.
4. Pond Creation: Pond creation is not proposed.
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/embanlcment, 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:
Page 9 of 13
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.
1) Plans for 20 lots tivere downsized to 17 lots (total Phase 1 & Phase 2). Phase 2 will develop 4 lots.
2) Eliminated sewer line that ran parallel to Feature B in Zone 1.
3) Road location dictated by previous Town decision. However, it was designed to minimize impacts by a
perpendicular crossing and having the impacts fall in the narrow bulb of the cul-de-sac.
4) Road crossing cannot be another stub out to the northern adjoining property because that is occupied property &
a stub out cannot be placed there.
5) The Client asked for and received a design exception from the Town of Garner to allow a 3'shoulder behind the
back of curb of the cul-de-sac in lieu of the standard 6'shoulder requirement. This was requested specifically for the
purposes of reducing the impacts to the stream.
6) Utility impacts have been minimized by installing Phase 2 utilities within the road impact zone.
7) Planned construction of the road ensures no point discharges to the buffer zones because the,low from the road
will be caught and dumped directly into Feature B.
8) A 60' Resource Conservation Buffer has been planned in this phase.
9) Plans tivere further revised (4125106) to decrease stream: & buffer impacts (stream decreased impact = 28.95 LF;
total buffer decreased impact = 388 SF).
10) This revision also included level spreaders in the design.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
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
Page 10 of 13
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp://li2o.enr.state.nc.us/ncwetIailds/strm?ide.litni1.
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.
The conbined wetland impacts for Phase I & Phase 2 are less than 1110'x' of an acre & the combined
impacts of Phase 1 & Phase 2 on streams are below 150'. Thus, no mitigation is expected. If
mitigation were necessary, we would propose paying into the Ecosystem Enhancement Program for
mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No 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)
Page 1 I of 13
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 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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 4510 3
2 3799 1.5
Total 8309
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
XII.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
As nmewioned earlier, impacts are loin and no mitigation is expected. If mitigation is required, the client
proposes to pay into EE P.
Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Exmslumg impervious sulfate is about 9937 SE Total acreage on the site is 11.16 (Phase 1 =5.7 AC,
Phase 2 = 5.76 AC). Previously approved impervious surface for Phase I is 98,881 SF. Proposed
impervious surface for Phase 2 is 30,027 SF. The combined total is 128,956 SF, or 25.83% impervious
surface. See Plans sheet C100, enclosed.
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.
Page 12 of 13
Phase 2 sewer will hook into existing city sewer.
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).
ture
Appli V nt/Agent's Si
(Agent's sigi ture is valid onl
Date
if an authorization letter from the applicant is provided.)
Page 13 of 13
DELINEATIONS PIVS
wetland Al sftsm n.tineattas
?a ? t:KU?u hlrg
s9Ct J. Ridutd Dr, Suite 104
R it)L No IWI3
hx r t{?c..?m. a irr
rrenuerK '
Agent .tAutb2 Ir#t curl- qm
ALL 13LA KS TO BE MLED IN BY CURRENT t _k\V1,) NL-R,
Name: 'r
Address: ???G!r{Xo?4v? 1 lr.tr t%
Phone:
Project 3amc /description: ?j?
Date:
n, a Departmeni of the Arrny
US Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Fails of the :'r'euse Rd. Suite 1,20
Raleigh, PVC 2761 S .
Attu: Ms. A dma Wads
Fm Wetlands & Stream Consulting & Permitting
Dear Ms. Wade,
1, the current Preper*.y 1-rwner, hereby designate And autht,riae Delinent*011ti .i'IIS :J art c'tt tn
behalf as my agent in the ptoce5sit2g of 404 andlor 401 Qctnut oppliCatiang, to furtlieh u^.or'? uest
ssuppltst MZtal iaformation Ill suppvrt of applications, ezc , trorn tills day forward. This i- the of
20
T,, l iss notification supcreedes any prcvious come
. VGA- cl ??s
PRINT Owrter's name
Cc: Ms. Cyndi Karoly
NCDENR
Division of W te,r Quality
401 Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
Td W&ET:OT SCIO' HE -1'11 ?Lac2 ?L6Tr 'ON XHd s3DIi1dES ?11JI?1??tlIriF1? NOId%17H?? l,lOdd

Breezeway Phase II
Stormwater Calculations
Construction Drawing Submittal
Thompson Road
Garner, NC
EE Project #0504
September 16, 2005
Revised April 25, 2006
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Edens Engineering, P.C.
6521 Creedmoor Road - Suite 204
Raleigh, NC 27612
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Hydraflow Storm Sewers 2005
Storm Sewer Tabulation
Page 1
Station Len Drng Area Rnoff
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coe (1) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn
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t 0.32 5.0 5.0 7.2 2.27 6.46 2.42 15 1.00 258.58 257.98 259.32 259.29 262.08 262.30 CB 11 -CB 12
Project File: PHASE II STORM.stm
1 Number of lines: 3 Run Date: 04-25-2006
NOTES: Intensity = 105.70 / (Inlet time + 16.80) ^ 0.87; Return period = 10 Yrs.
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REID: 0070450
OWNERI: CAPPS, PAUL JOSEPH
JR_
ADDR1: 113 LUXORWIND DR
ADDR2: GARNER NC 27529
ADDR3:
DEED BOOK: 11398
DEED PAGE: 0447
DEED DATE:. 6/3/2005
DEED ACRES: 8.51
BLDG VAL: 42895
LAND VAL: 115120
BILLING CLASS: INDIVIDUAL
DESCRIPTION: LT 2 LONNIE
THOMPSON
MAP NAME: 170015
PIN NUM: 1700741451
PIN EXT: 000
CITY. _
PLAN JURIS: GA
TOWNSHIP: ST. MARYS
YEAR BUILT: 1900
SALEPRICE: 250000
SALEDATE: 6!312005
TYPE USE: Single Family
DESIGN STYLE: Conventional
UNITS: 1
LAND CLASS: RESIDENCE-< 10
ACRES-HOME SITE
ZONING: R-40
OLD PARCEL NUMBER: 726-00000-0039
ADDRESS
ST NUM: 701
ST MISC:
DIR PREFIX:
ST NAME: THOMPSON
ST TYPE: RD
DIR SUFFOC:
Page 1 of 1
Parcel Number: 1700741451
Map created on 6115/2005 6:50:15 PM.
-
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200620052 County: Wake USGS Quad: Lake Wheeler
GENERAL PERIIIIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Mr. Chad Blackmon
Address: Black Can Properties
547 Benson Road, Suite 102
Garner, NC 27529
Telephone No.: 919-427-6979
Size and location of property (water body, road name/number, town, etc.): The project site is located on the west side
of Thompson Road, south of its intersection with Timber Drive in Garner Wake County NC
Description of projects area and activity: This permit authorizes 92ALF of impacts to an UT of an UT to Benson
Lake, associated with a residential subdivision.
Applicable Law: N Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to
be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to
the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under
contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified t,
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify; suspend, or revoke a case specific activity's authorization under any
NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at [phone] x30.
Corps Regulatory Official Monte Matthews Ma?? A` a?ate: October 24, 2005
Expiration Date of Verification: March 18, 2007
-2-
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is
a change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued _. Action ID
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corns
Wetland Delineation Manual and are adiacent to an UT to Henson Lake The property also contains stream
channels that exhibit an Ordinary High Water Mark as indicated by changes in soil character and absence or
terrestrial vegetation and are hydrologically connected to Benson Lake in the Neuse River Basin
Corps Regulatory Official: Monte Matthews ..h, / t-
Date October 24, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Delineations Plus
Attn: Jonathan Hopkins
PO Box 3097, Chapel Hill, NC 27515-3097
pW AT ?RQG
r
p '<
Mr. Chad Blackmon
Black Cap Properties
547 Benson Road, Suite 102
Gamer, North Carolina 27529
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 4, 2005
Subject Property: Breezeway West Phase I
Garner, NC
DWQ Project # 05-1406
Wake County
MAY 1 ©2006
11-1 C11
CH
1"rETW:OS a!D
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Blackmon:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.09 acres of wetlands, 41.78 feet of streams and 3400 square feet (fe) of
protected riparian buffers for the purpose of constructing single family homes in a subdivision at the
subject property, as described within your application dated July 25, 2005, and received by the N.C.
Division of Water Quality (DWQ) on July 25, 2005. After reviewing your application, we have decided
that the impacts are covered by General Water Quality Certification Number(s) 3374 & 3302 (GC3374 &
3302). The Certification(s) allows you to use Nationwide Permit(s) NW 12 & NW 18 when issued by the
US Army Corps of Engineers (USAGE). This letter shall also act as your approved Authorization
Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control, Non-discharge, and other
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Permitting Unit
IArMMail q-; `P rPnrPr Raleieh. North Carolina 27699-1650
ICr` Carol' a
t11'r
V
Amount Approved (Units) Plan Location or Reference
Stream 41.78 (feet) PCN
404/LAMA Wetlands 0.09 (acres) PCN
Buffers 3400 (square ft.) PCN
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
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 to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Level Spreaders
The level spreaders must be redesigned and relocated so that they are constructed parallel to the
site contours.
i

Mr. Chad Blackmon
Page 3 of 3
August 4, 2005
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse River Basin riparian buffer protection rule as described within 15A NCAC 213 .0233.
If you have any questions, please telephone Cyndi Karoly at 919-733-99721 or Deborah Edwards at 919-
733-9502.
SincPrPly_
AWK/ijni
Enclosures: GCs 3374 & 3302
Certificate of Completion
cc: Mr. Jonathan Hopkins, Delineations Plus, P.O. Box 3097, Chapel Hill, NC 27515-3097
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051406Breezeway W estPh1(Wake)401+buffers

Y f
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200521013 200521100 County: Wake USGS Quad: Raleitth East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/ Authorized Agent: Chad Blackmon
Address: Black Can Properties
547 Benson Road
Address 2
Garner, NC 27529
Telephone No.: 336-322-0877
Size and location of property (water body, road name/number, town, etc.): The project is located on the
west side of Thompson Road, south of its intersection with Timber Drive, in Garner Wake County,
North Carolina.
Description of projects area and activity: AID 200521013 authorizes NW12 for the excavation and the
placement of fill associated with a sanitary sewer line. AID 200521013 authorizes NW18 for the
placement of fill associated with a stormwater pond. Permanent impacts include 09-acre of
wetland associated with NW18. Temporary impacts include 42 linear feet of stream channel
associated with NW 12.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12,18
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached Nationwide and Special conditions, the attached North Carolina Wildlife Resources Commission
conditions, and your submitted plans. Any violation of the attached conditions or deviation from your submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
_ Engineers regulatory program, please contact Andrea Wade at 919-876-8441 x30.
- I
J, '-
Corps Regulatory Official Andrea Wade Date: July 25, 2005
Expiration Date of Verification: March 18, 2007
-2-
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
? There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
® The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued 7/5/2005 . Action ID 200521013
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and are adjacent to an unnamed tributary to Lake Benson The property also
contains stream channels that exhibit an Ordinary Hieh Water Mark as indicated by changes in soil
character and absence of terrestrial veeetation and are hydrologically connected to Lake Benson in the Neuse
River Basin.
Corps Regulatory Official: Andrea Wade \
Date July 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Delineations Plus, Attn: Jonathan Hopkins, P.O.3097, Chapel Hill, NC 27515.
z

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521013 County: Wake U.S.G.S. Quad: Lake Wheeler
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Black Can Properties
Address: 547 Benson Road, Suite 102
Garner, NC 27529
Telephone No.:
Size and location of property (waterbody, road name/number, town, etc.) The property is located on the west side
of Thompson Road, south of its intersection with Timber Drive in Garner Wake County, NC
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands and streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are wetlands and streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest you have the wetlands and streams on your property delineated. Due to the size of your
property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final,
any delineation must be verified by the Corps.
The wetlands and streams on your property have been delineated and the delineation has been verified by the
Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas
subject to CWA jurisdiction on your property which, provided there is no change in the law or our published
regulations, may be relied upon for a period not to exceed five years.
X The wetlands and streams have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Official identified below on July 5, 2005. Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date
of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at (252).946-6481 to determine their requirements.
Remarks:
Corps Regulatory Official:
Date July 5, 2005 Expiration Date July 5, 2010
Page 1 of 2

Action Id. 200521013
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Andrea Wade at 919-
876-8441 x30.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual that are adjacent to stream channels located on the property. The site contains stream channels that flow into
the Neuse River and the Atlantic Ocean.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: Delineations Plus, Attn: Mr. Jonathan Hopkins, P.O. Box 3097, Chapel Hill, NC 27515-
3097
W AT ?9pG
r
O `C
Mr. Doby Blackman
Old Stage LLC
547 Benson Road
Garner, NC 27529
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
April 15, 2005
NBRRO 05-096
County: Wake
BASIN:
Neuse River ' X
Tar-Pamlico
(15A NCAC 2B .0233)
(15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Thompson Road Property - Garner
Location/Directions: From U.S. Highway 70 south on Timber Drive, south on Thompson Road. Property is on west
side of Thompson Road at the intersection with Torrey Lane in Garner (Wake County).
Subject Stream: UT to Lake Benson (Swift Creek)
Date of Determination: 4/13/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject (Not Contested) X X
B Subject at "Start A" Flag X
C Subject (Not Contested) X
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly, D JVQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the D{VQ or Delegated Local
Authority that "exempts" a surface waterfront the buffer rule may ask for an ad judicatory hearing You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. D1VQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
,&Vh
06EitiR phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
4/15/2005
Page 2 of 2
Chapter ]SOB of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Alaf1
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of En Weer
(Raleigh Regulatory Field Office) at (919)-876-8441.
Eric W. Kulz
Environmental
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Frank Powell - Town of Gamer
Jonathan Hopkins - Delineations Plus
F??
AN9
Raleigh Regional Office 1628 Mail Service Center 06EhR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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Copyright 2003. City of Raleigh, Wake County.
WAT Michael F. Easley, Governor
OF F9 William G. Ross Jr., Secretary
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Mr. Doby Blackman
Old Stage LLC
547 Benson Road
Garner, NC 27529
April 15, 2005
IPRRO 05-010
County: Wake
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Thompson Road - Garner
Location/Directions: From U.S. Highway 70 south on Timber Drive, south on Thompson Road. Property is on west
side of Thompson Road at the intersection with Torrey Lane in Gamer (Wake County).
Subiect Stream(s): UT to Lake Benson (Swift Creek)
Date of I/P Determination(s): 4/8/05
Feature UP Call Location of I/P Point
(GPS Points and/or
Fla Notes/Basis for Call (Stream Form Rating, Biol. Indicators,
etc.).
A P Not Contested - major stream feature.
B P Pink "Start B
Perennial" Fla 30.5 on form
C - Not Evaluated

This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the Dii'Q or Delegated Local Authority that a surface ?vter exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing clo Cyndi Karoly, DTVQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the Dli'Q or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affectedparty (including downstream and adjacent landowners) is notified of
this decision. D li'Q recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which confornns 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 determination is final and binding unless you ask for a hearing
within 60 days.
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
NCDENR
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
4/15/2005
Page 2 of 2
The (owner/future owners) should notify the Division of {Pater Quality (including any other Local, State, and
Federal Agencies) of this decision: concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Ofjlce) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Frank Powell - Town of Garner
Jonathan Hopkins - Delineations Plus
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
NnEr",x
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
TopoZone - The Web's Topographic Map
http://www.topozone.com/print.asp?z=17&n=3951882.99980858&c
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Projection is UTM Zone 17 NAD83 Datum =1.379
1 of 1 4/13/2005 7:54 AN
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http://imaps.co.wake.nc.us/imaps/printmap.asp?pin=1700748437&pin. :"Tc *W::,h
AK
IOUNTY
REID:
OW NERII:
ADDR1:
ADDR2:
ADDR3:
DEED BOOK:
DEED PAGE:
DEED DATE:
DEED ACRES:
BLDG VAL:
LAND VAL:
BILLING CLASS:
DESCRIPTION:
MAP NAME:
PIN NUM:
PIN EXT:
CITY:
PLAN JURIS:
TOWNSHIP:
YEAR BUILT:
SALEPRICE:
SALEDATE:
TYPE USE:
DESIGN STYLE:
UNITS:
LAND CLASS:
ZONING:
OLD PARCEL
NUMBER:
ADDRESS
ST NUM:
ST MISC:
DIR PREFIX:
0 C==== 152 ft ST NAME:
ST TYPE:
DIR SUFFIX:
?lG f113?5
0109741
THOMPSON,
RICHARD C & LINDA
K
701 THOMPSON RD
GARNER NC
27529-5033
02736
0831
1/1/1979
3.15
0
42200
INDIVIDUAL
PT OF LT 2 PROP OF
R C THOMPSON &
WIFE
170016
1700748437
000
GA
ST. MARYS
0
0
Vacant
0
MANUFACTURED
HOME
R-5
726-00000-0209
623
THOMPSON
RD
1 of 1 4/13/2005 7:45 AN
Parcel Number. 1700748437
Map created on 4/13/2005 7:45:40 AM.
Copyright 2003. City of Raleigh, Wake County.
Triage Check List
Date: Project Name: 6-et %= wat', Y W
DWQ , / Ss?B
County:
To: ? ARO Kevin Barnett ? WaRO Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran/Joanne Steenhuis
? MRO Alan Johnson/Barry Love ? WSRO Daryl Lamb
0_RRO Eric Kulz
From: Irw TelePhone : (919) 7 3
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? beam length impacted
Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
t

DWQ# VZ- 05 - /,?Sj' Date -5'11- 06 Who Reviewed: JAil-
Plan Detail Incomplete
(Please provide a location map for the project.(,,,,
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? 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.
Vill"
? Please indicate all stonnwatcT outfalls on the site plari.
? Please indicate the diffuse flow provision measures on the site plan. 6/ ?^^ 1 _ , Q ?1 9 7
? Please indicate whether or not the proposed impacts already been conducted. Vim' "
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your applicatio}? can be reviewed.
JW - Gfur.'_v? `/1c:?rct?2,?cs???w?.;l ?i? sw? %i7
? Please complete Section(s) on the application. U-k J;, /I z2? S a c fi rv -t CC4 ,,. "&-' i r"-
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.,
? Please submit electronic CAD files showing via email to [e-mail] and CD:
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
?.C?CS r ?l}t}1135l1l11S11?!!!!?!!t!l?S?S?itlSt!lSIS1???i!3}??SSE!!II}!
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
I. Article Addressed to:
Mr. Chad Blackmon
Black Cap Properties
547 Benson Road Suite 102
Garmer,NC 27529
DWQ# 05-1858--Wake
A.
X

B. Received by (P nted Name) C. Date of Deliver
-?
157-17
D. Is delive address different from.item 1? ? Yes
If YES, enter delivery address below: ? No
3. ffWce Type
JiF Certified Mail ,/? ress Mail
O Registered ?" R rn Receipt for Merchandise
? insured mail 0 C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
L Article Number 7005 1160 0000 9954 6825
(Transfer from service label
?e e.,.,.. 45211 reL..,,.,.., nnnA
n .: o^`..._ °___:_• ___

# REVISIONS
1 ROAD REVISION - 10/26/05
1 I
2 STORM REVISION - 04/25/06
I
I
I
I
I
i

~y
I ~ N/F
NF Irving Tabler
Charles Tabler DB 6301 PG 285 DB 6197 PG 586
Tax ID O2%~~cT Tax ID 0204762 i I r Zoning: R-20
~-Existing Sanitary Sewer Zoning: R-~~ Approximate Location ~ Existing 8" DIP WL r I- ~
Easement Width Not Verifie h
_ _
_ . ~ ~ ~
. ` _ ~ < - < ~ ~ < - ~ - ~ k 7- < - - < ~ _ ~ ~ ~ _ ~ it
Zoning: R-40 - \ _ <_--~< i ~ ~ / ~ ~ i ~ . ~ ~ , u~
r 'x _ Y x= - x x r x x x - $ - x ~-h ~ =1~----l~F-~ti - -c ~F x -max Y ~-Y_ ~ ~ - _ - - - - _ - - ~ - - - -7 / 7 < I- I
_ ~ ~ / CO (TYP.) t / / ~ ~ r - ~ _ r X ~ RESOURCE, \ V ~ ~ \ 1 - ~ , ~ ~ _ - ~ ~ - ~ ~ ~ i I ~ I r ~ ~ ; 1 - ~ ~ , , t ~ i
o ~ ~ / ~ CCNSERVATION~-/ ~ ~ ~ / / ~ / ai ~ ~ ~ I ~ ~ ~ o I l I ~ ~ / f I - - r M t rl I V~ J
~ a ~ BUFFER / ~ ~ 6 / ~ ~ / . ; I C ~ 12 ~ ~ ~

~ / ~ CONSERVATION ~ : ~ ~ ~ - - ~ - ~ i ~ - NR~ ~ 1~~'--r ~ ~ - SF ~ I I ~ ~ - 15,aso sF I 15,07 sF ~ I ~ i5,035sF I 1 15,530 sF ~ ~ 20,369 SF ~ ~ 1;.~5 Ac,~ A . ' x ~ 0.36 Ac.
R' ~ ~ l \ ~ / / / ~ e ~ Q ~ i~, ~ BUFFE a ~ o A ~ ~ \ ~ / i / / ~ - ~ ~ ~ 0.47 Ac- i ~ I -0.35 Ac. 7 I I I~ ~ C_35 c 1 f , ~ 0..,5 Ac. ( 4 ~ ~ ~ ;
j a Q+ - _ / I / ~ ~ i~, ~
~ / , I C I i ~ ~ i I I Ii + i , I
. ~ ~ ~ ~ ~ , I ~ i ~ _ ~ \ i ~ i I _ ~ I---------' L`-
Ex. MH ' ~ ~ ~ ~ ~ ~ ~ k ~ ~ ~ Rim" 255.83 ~ ~ ~ ~ ~ ~ ; ~ ~ ' ~ ~ \ I ~ , _ 'i + ~ - - J ~ - - I p ~ i
' ~ _ Inv. In 242.75 50 ~ I / , ~ 100' Floodplain ~ _ ~ ~ ; -LI!- ~ ~ , ~ ~ I / , 1,, r a ~ ~ ~
Inv.u-0utr242~,32 ~ GREENWAY ~ ` \ Y ~ - ~ ©MH 254.5 ~ EASEMENT ~ 20 BLIC ~ - - Ground I ~ I ~ ~ i ~ N'~: , - _ -
- - ~ , ~ ~ STORM EASEMENT,: ~ ~ , ~ - ~ r' rt ~ N I, ~ / y" L ~ _ - - - } ~ l~ ~ 1 ~l: r ~ - ' i - ~ I it i ~ r0w _ i
~ ~ ~ - R, _ _ 24,Ci58 S j - - ~ + ~ i I ~ 0.55 Ac. X58 S ~ ~ ` r ~ _ _ , _ ~ ~ 1 - ~ ~ , , - _ - 5 Ac. , : ~ - _t_'?_ -
, ~ ~ ~ ~ ~ I 11 , / , . } N I ~ - t ~ ~ F ~ ~ ~ - ~ ~ _ of r I ~ O „ rt " O' N ~ ! ~ ~ ' _ ~ PHASE I
~ . - _ ' ~
_ ~ ~ r ~ ~ ' ti ~ _ _ _ PREVIOUSLY APPROVED ~ I \ R ADS,
_ ~ ~ - ~ _ ~t ~ ~ ~ V NRB , , J _ _ ~ , ~ ~ . i ~
~ r1 3 ice? ~~\-_I ~ - ~ ~ '
v ~ - ~ ~ ~ ~ ; 3 ~ ~ i N~ 1
u: t . ~ : - ~ ~ etlond j~ ~ - ~ ~ I ~i, ~ U
Zoning: ~ ~ .:.,r ~ x~ o ~ ~ •4;394 •S V ~ o z R-20 ~ ~ iy ~ _ ~ - - - - - ~ ~ ~
, ~ L \ ~ ' - ~ I ~ ~ I l (j ~ S ^ ~ ,'1 ~ 11 0
uIP WL ~ ~ ~ o o. ~ i ,t ~ ~ r a c ~ ~ 1 i I ~ i ,!1 I 0 _ _ _ I' ~ ~ ~ i i / i. .1 l 1 4 L ~3 4 r r z ~ ~
c \ U ~ ~ ~ F ~ Q o 60 1 _ _ ~ ~ c ~ r' ~„r ~ ~ . , ~F ~I ~I ~c 1 5 - x ~ / ~ _ 19,7~~ 39,.786 SF ~ ~ 15,125 SF ~1
~ ~ ~ o ~ ~ 'a - ~ ~ 4~ Ac. _ 1.,024 SF ~ 15,050.SF ?5;076 SF I ~`m .0.45Ac. / / ~il,~, ~ ~ i E ~ ~ , 0.34 Ac 0.35 Ac. ~ ~ 0.35:Ac: j 0.35 Ac. , I Q
o o ~ - ~ Q _ Q i I
i G I i I ~ N I ~ ~ III ~ H
- ~ - r ~ , , ~ I - ~
. ? \ \ _ _ < i
~ L_ ~ ~ III ~ I - i - - - - - - - ~ ~`t- ~ ~ ~ - ~ 1 i ~ ~ ~ ~ ~ ~
I w~M TY ~ ~ i ~ - Zonln ~ ( ) ~ _ 9 ~ ~ I ~ \ i v
i" ~,°j ~ ~ i J ~ , ~ - ~ 1~
~ " ~ . w U ~ _ ~
x, i I i ~ ~~c. SW ~ End ~ ~ - Existing Street Light GRAPHIC SCALE ~
cnd 30" C&G ~ ~o~~~, i
i i ~ ' Q ONNECT TC ~i ~ 50 0 25 50 100 200
~ ~ o EXISTING WATER MAIN I Q ~ O,^
- ~ t 45' ANGLE. r Valy TIES AT Wa.e ~ Z FROM LOT 14 ) _ sting ~ ~ MH 7 (SERVICE V1 ( IN FEET)
3~ a° Pvc ss 1 inch = 50 ft.
i
X c ~-Approximate Loccdon Existm 8" DIP WL ~ g NOTE: F!OWABLE FILL BACK RE UIRED AT UTILITY IABLE FILL BACKFILL MAY BE Q
CP,OSSINGS WHERE A >SINGS WHERE A UTILITY TO BE INSTALLED CROSSES
~g UdDER A PREVIOUSL' Top Ri 272 :R A PREVIOUSLY INSTALLED UTILITY.
Shelf Pro ect Side) 265.72 ~ Inv. Out 25.21
~x. Nti1- ~~i I N
u
Ex. Sanitary !IM
Sewer
Top Rim 273.50
n~ ~~n 2s3.7o Ex. M'-~ MONABREELE WAY ~lov. Out 263.50 ss - ~s -
60' R/W (PUBLIC) GENERAL UTILITY NOTES OTHER PUBLIC FACILITIES INCLUDING
l TILITY INSTALLATION AND SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH (UTILITIES) ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE
SPECIFICATIONS. FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH CARQ STANDARDS AND RANGE IS ~ AND SHALL BE SO INSTALLED UNLESS A C ;'~`rE~10
i~ WTER AND OR SEWER PERMITS ARE REQUIRED. THE CITY OF RALEIGH ENGINEERING AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER ;Q~ 2. STATE A /
WORKS DEPARTMENTS SHALL REVIEW AND APPROVE THE CONSTRUCTION EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL _ _ AND PUBLIC _
DRAWINGS PRIOR TO SUBMITTING THEM TO THE STATE FOR APPROVAL. ACCEPTANCE. 1 ~ oar =
RY SEWER MAINS ARE B" PVC UNLESS OTHERWISE NOTED. >IGNATURE I Z f 3. ALL NEW SANITA INE~:. ' .
~ NLESS OTHERWISE NOTED. ::RIFF ENGINEER 4. ALL SANITARY SEWER MANHOLES TO BE 4 IN DIAMETER U ~D
4" PVC UNLESS OTHERWISE NOTED. DIR. OF PUBLIC UTILITIES 5. ALL NEW SANITARY SEWER SERVICE LINES TO BE
6. MINIMUM PIPE SLOPE FOR SANITARY SEWER MAINS IS 0.507. `RAFFIC ENGINEER PRELIMINARY
" TYP K SOFT COPPER UNLESS OTHERWISE NOTED. ~',ONSERVATION ENGINEER NOT FOR 7. ALL WATER SERVICE LINES TO BE 1 E CONSTRUCTION
8. PLOWABLE FILL BACKFILL MAY BE REQUIRED AT UTILITY CROSSINGS WHERE
A UTILITY TO BE INSTALLED CROSSES UNDER A PREVIOUSLY INSTALLED UTILITY.
erln . n lne ens
' 'n -Land Develo ment Services Civil En meeri p
g g 6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
ph: (919) S44-1321
fax: (919 S44-1323
email: [e-mail]
Drawn Bv: '-"LS September 14, 2003 Lci J2O
Checked By: JBE

ii # REVISIONS
1 ROAD REVISION - 10/26/05
2 STORM REVISION - 4/25/06
~I y i'
I I N/T i N J
~ Charles Tabler DB 6301 PG 7.85 / ~ I Irving Tabler i
Tax ID 0204763 F197 PG 586 i ~ i j Tax Ip 0204762 ~
Zoning: R-20 Zoning: R-20
m`' I ~
- - ~ ~ - ~ ~ ~ ~ 1 _ - - ~ - --Ezis~ng 15 CMP - ,~r - ~ ~ /
P - _ i y - - - ~ I ~ I I ~ ~t i
, r ~ - 2
~ ~ - - 280 ,In:~lrL:~~B~ i ~i i ~ In: ~ n 278 Q ~ _ ~ t _ < C- sting 12 C, ~ < < < < ~
- -~Q K. -.X- _ --M v x - X_ -y-- X ~ y .J-. K _ X , X _ x - X-;--: K y .T k k. _-X , ~ - ~T: a a ~ a ~ - -~-~--w~- -ii~- -~r- -a.--~----fir - c~ { ~ . ~ t ~ -
c 60' ~ - - - - o o RESOURCE ` / / _ In , Out Q N ~ i r- - , _
r L - L 2 7.40 ~ a NSERVATI~N ~ - Wnv. ,t '275.9 Itrv ~ a ~ i BUFFER" ~ ~ _ _ ~ ~ - t '27b. 9 Inc._ n 2 7= , ~ ~ - ! - Inv. Out 296.43\ ~ 1~ j ~ a ~ o o
Q r / _ I , ti, c ~ 6 - _ , ~ ~ 1 c i ~ ~ ~ ,i " ~ , ; c o _ ~ Inv. 1 297.60, ~ ,n ~ 13 00
~ .a ~ o H H ~ xlst!n ~ RESOURCE o ~ ~ Q ~ ; / ~ ~ ~ ~ . - ~ ~ O ~1 ~ MP { i ~ ~ , ~ ~ g
CONSERVATION ~ ~ 1 ~ ~ ~ ~ ~ " ~ MP ~ / ~ I
BUFFER ~ ~ ~ , ~ ~ _ o~ ~ ~ NR9 I i i ~ I I I I I , I I I' ~ F--~ M~--I
" 3Z \ L Q Q _ ~ c _ x ,.Q ~~5 r3 ~ ~ a 0.~ 1 III i I i i I i ~ ~ I ~ I I'
7 ~ ~ \ V ~ k ~ I I I I I ! I I I ~
. i k ~ • i 1 i ~ ~ I I I I ~ I I 1 ~ ~ I I I I ~
I l 3' SHOULDER WITH ~ / 50, v ~o ~ 3:1 FILL SLOPES I I ~ I I I i \ ,r ~ ~ ~ I I !~1
100', loodpl n \ ti ~ AROUND ~ x I ~ , ' ' GREENWAY, j CUL-DE-SAC TO - ~ i - ' ~ ~ ~ i_---------~ I I I i ' J \ '
' ~ EASEMENT 20' PUBLIC _ ~ INIMIZE STREAM I ~ ~ ' , i ~ - I ~ ~ _ ~ ~ I.
f ~ NORM EASEME IMPACTS ~ I I ~ ~ N ;rnI • kl N . ~ I'lv..nVS~], i N ni N
a~ ~ ~ _ ~ i ~ ~ ~ , a ,I I - - --F--- - -
I ii .d'~ 52' PERMANENT ~ 1
• • ~ LEVEL SPREADER FES ~ ~ } • J8 s - ~ - _F~,.~, ~ ' 265 J •AT ELEV 253.00 ~ • 2+80.58- °duffE ~ i PHASE I ry
w r ' ~ : • , I - - I I I
a ~p {p - _ ti i ' ~ ~ •r C~ 12 °j ~ • ;FRB ~ 1 w SETTLING PREVIOUSLY APPROVED ` RO~D~'.~" ' ~ ~
+ y i ~ BASI ' ~ I / y / ~ ~ i ~
END TREE ~ ~ r \ ~ ~ \ I N PROTECTION ~ i i ~ ~ ~I I ~ ~ ~ O ~ i I ~ ~
I • ',f6"'1~ 38" ~ . ~ ~ Zon!n : • FF ELINE ~ 'RCP ®5.7% ! , ~ ~ , E . 1n. I. ~ ~ ~ 9 , ~ .,........9 \ / ~ - / I
R-20 CROSSING HW _7 r. ~ etland . ~ \ + ~ HW 8 x ~ ~ W. 4.394 •S i ~ r um
• B 25583 ! TW: 26~r60 ' ~ ~ ~ ~ \ ~ " v~ W' X156.83 ~ ~ A ` ~ ca ~ ~ i d
v I o ~ ~ ~ _ V I ~ r a ~ __--f 1 1 - _ ~ ~ ~ ~ ~ ~ ' 11 oGl ~ ~ ~ ~ ~ r j;
Q o , 60 / J'---' I I ~ -
~ o RESOURCE , ! ! I ! ~ , - ~ ~ _ ~o ~ v Q ~ ~ ~ CONSE,Q~d'ATION ~ ~ ~ I ~ / ~ ~ \ ~ - ~ ~ 1 ~ ~ ~ ~ i I I i ~ ~ w
L i \ „ a I
1 ~ ~ c a ,~~y _ _ _ - _ ~ ~
~ ~ o ~ / ~ Zy6 ~ ~ _ ~ I 1 ~ NRB _ _ _ ~ ..INSTALL CONCRETE ~ \ ~ ~ i} ~ I I I 1 > I / I~~
~ ~ ..e..... HEADWALL AT ~ ~ I d~ • ~ I I
~ ~ s~ 26 INLET AND OUTLET I _ BEGIN ,TREE ~ OF CULVERT. SEE - \ ~ - - - - - - 1 ~ I ~ ~ - U I --r- ~ - - - -~J L -
Zoning: PROTECTION ~ nF- - ' ~ , ~ AIL THIS SHEET ~ ~ _ I R-20 ~ ' FENCELINE ~ 26~~ - - - - - - i 1 ~ ~
0 ! ~n ~l ~ ~ G3 o 1 a `1 0~ i N ° , j
. . ~ ~ ~ - , t i x~ 11+00 x X ~ rn ~ ~ ~ i 1d 00 U j
End 5' Cc~ , SW s.' _ ~I i ~ ) ~ ~ V ~
i and 30" C&G (S,,r~a,dl ' _ ~E ~istin S~reet L'I ht I ~ 9 9
~_v l ~ _ I L~ 3 I c I i
Qom,,', d, I W
e d nSac r~v to 0 e P!a P P ~'I H U i l i
~ ~I I ~ I II i I I ~m ! I ~ ~ ~
,I~ I I; ! ~i,
Toning: ~ I X I ~ I r-~ ~ ~ r--~ I
R-20 ~ rn
I rn Existin ~ . _ g ° 3rJM 2g~n~, _
1 00 E; ~ II LOn!n G: I ~ p Existing Eree~ewoy Subdivision ~ i ~I E0ti4 2000 rG 1358
n I Lc Zoning: R-1=
U ~ I O
o, v, C I
o I m ii C9 Vi m iil
I ~ ~
~ 'rte O
~w u~
\ 110tiABREEZE WAY W
R~ 60 , W (PUBLIC)
7r !
0 O
~ _ 1~ _ , ~REO
SPREADER LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SI UNDISTURBED SOIL ~ Y ~~,-~v ~ ~~,o,~o?-
TO UNIFORM HEIGHT ANO ZERO GRADE OVER THE LENGTH OF TI E LENGTH OF THE v~ Y_, ~''~,Id 'g~~ ~ ~'Ec
SPREADER. PROTECT IT WITH AN EROSION RESISTANT MATERIAL SUCH AS SURGE STONE TO PREVENT EROSION, TO BECOME STANT MATERIAL ~ ~ ~ ~ ~ Yti TO BECOME ~
C ~ ~ ~ ~ ~ ~ ESTABLISHED. ~ ~
SEE DETAIL ON SHEET C160 INLET RIM INV. IN INV. OUT OUTLET PIPE OUTLET AREA- THE OUTLET DISPOSAL AREA MUST BE GENERAL IST BE GENERALLY ~ Y~ ~
FOR NCDOT STANDARD HEADWALLS SMOOTH AND WELL VEGETATED WITH A MAXIMUM SLOPE OF 10% 1 SLOPE OF 10%. ~ ~ ~e~ ~ Y`~ ,ti.
HW 7 - - 256.00 - VEGETATE ALL DISTURBED AREAS ~ ~ _yr- - ~ ,V ~ , ~ I ~ ~ ,
HW 8 - 257.00 - 56.98' - 36" RCP ®1.76% ~ ~ , ~ ~ v~ ~ , .lL
CONSTRUCTION SPECIFICATIGNS
FES 9 - - 257.00 I 1. T ~ WI HE MATTING SHOULD 3~ A MINIMUM OF 4 FEET DE v .ET WIDE ~ ~ _ ~ ,~ti
~ JB 10 263.00 257.53 257.43 73.00' - 15" RCP ©0.60% EXTENDING 6 INCHES OVER THE LIP AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. DIED 6 INCHES <i r ,ti' ~ ~ ' EDGE. - _ _ i ~ w~
CB 11 262.30 257.98 257.88 35.OC' - 15" RCP ~ 1.00% THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT OOTHLY CUT ~ ~ ~ Y~ Ali I I ~~~iiiiiiiii~ii STAB L ZED
EXISTING CHANNEL SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY CLOSELY ~ Y y-- ~ ~4~ i ~ r h~' SLOPE °l CAR 3T 12 INCHES LONG. ~ k
~ ~ _ ~ GRADE CB 12 262.08 - 258.58 60.00' - 15" RCP ~ 1.00% SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES L( ~ Y / . 0 . ''FESSIp • ~ . ~ ~ •~0 Y ,Z, Q
i 2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREA 36" RCP _ i OF STORM RUNOFF. UNIFORM SPREADING k~" STABLE y
I i ~ ~ uNOISTUReED ,tip GRAPHIC SCALE / ' S
~i ~ 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. OUTLET AREA ~ ~'~d i , ~ per URGED SOIL. _ , li; , v', 2~ ~ = ~i ~ so 0 2s eo ioo 200 •,,F
12" (NOT ON FILL) ~ ~~l GINE~:~
_ INVi IN_ _ 7.0 LEVEL SPREADER CHART 4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE 25 0 DIVERSION CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH - t~ F' FROM THE ~ , ~ ~ ~ , i u"~" 0~ J~ ~ B.
I AND DEPTH OF THE LEVEL SPREADER. ~ ~ TH THE WIDTH % ~1',y w ~ v v ~ ~ ~ 'W~ (IN FEET )
t ~ ll Y~ 50 ft.
I - SPREADER TOP LIP LENGTH WIDTH 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERL I OSS A PROPERLY Y ~ 1 Inch PRELIMINARY KE SURE THAT , ~ NOT FOR
ELEV. FT F STABILIZED SLOPE, NOT TO EXCEED 10%, MAKE SURE THAT - ~ THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FR P THE FLOW FROM Y ~ ~ 3 ELEVATION POINTS ON
j CONCENTRATING. i SPREADER ALL AT SAME CONSTRUCTION ~ ~ i
H EADWA~~ D ETAI ~ ~ 253 5z ~o NTS 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEE ELEVATION (TYPICAL) ROPRIATELY SEED
AND MULCH THE ENTIRE DISTURBED AREA OF THE LEVEL - THE LEVEL Heel In n nl es
SPREADER. Y^
Civil En ineerin - Land Develo ment Services g g A
FK~t (-'rPPr~mnnr Rnarl - ~1111-P 2(14- Ralel~h. NC 27613
`-SURGE STONE LIP
ph: (919 844-1321
fax: [phone]
email: [e-mail]
ST STANDARD LEVEL SPREADER Dra,,x-n By: SLS
September 14, 2005 LC1 4JO
I Checked By: JBE
I

# REVISIONS
1 ROAD REVISION - 10/26/05
2 STORM REVISION - 04/25/06
i
i
i

j~
i
~
~n ~ ~ ~ ~ ~ ~ ~ ~ ~ ® ~ ~ ~ ~ ~ ~ ~ i O ~ ~ ~ ~ ~ ~ -
~ _ - ~ ' ° l ~ r'
m. ~ ~ --ti- ; x x ~ - / r~ fl / I i1 ~ iI i ~~f \ _
- ° , ~ ~ - ~ ~ , i 't ~ ~ .
t x ~ RESOURCE,: / ~ ~ ~ 0 0 , ~ A ~ A _ _ ~ ,
1 ~ .c L ~ . ~ ~ , E? C i TIO ~ ~ \ . ~ ~ ~ c~ a G,ONSERVA N./ ~ i ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 7 ~ I r, , ' i tk ~ ~ ~ 1
~ ~ ~ a m BUFFER ~ ' ~ 16 ~ ~ y. : ~ ~ ~ r i i ~ ~ tl ; ! ~ r ~
50' a v ~ ~ ~ , ~ i ~ I , A RESOURCE c t~ ~ ~ t ~ ~ i I
: `0 3' Q ~ ~ ~ h" ~'ONSERUATION ° ~ a ~ A ~ i G v: ~ Q TPF~ ,ti~~ ~ V ~ ~ ~ ~ ~ ~ , ~ , r
~ ~ , BUFFER ~ ~ ~ ~ ~ U _ ti ~ ~ ~ 15 a : ~ ~c/ 11~ ~ ~ ~ ~ I ~ i ~ ~
~ ~ ~k s ~ ~ - - _ LIMITS OF - I i I
f, ~ _DISTURBANCE i ~ ~~F ~ 1 , ~ ~ ~ ~ _
.ZONE ~ ~ ~ ~ ~ ~ 1 ~ a V ~ I, . ~ ~ -
~ ~ + ~ ~ ~ I ~ \ ~ ~ INLET i ~ ; IY Y ~ _ E _ 1
50 ~ ~ ~ ~ 1 PROTECTION 100' Flood Irnn ` ~ ZONE 2 P : ~ GREENWAY ~ ! ~ (TYP j ~ ~ ~ ~ , - ,
EASEMENT 20'~ PUB _ _ _ _ , I T ~ F, n; \ I ~ ~ .u ~ - - - -
~ STORM EA EN f ` ~ s - s - _ ~ - v, l i _ , ~ - - \ _
0., ~ , ~ Tt ~ ` w - - - _ - _ - - = - ~ - ~ ~ r ~ ~ ~ ~ ~ ~ . ~T - v .
PHASE 1
~es~ ~.p, ~I~ ~ / ~ ~
~ ~ ~ a' ~ SILT FENCE - ~ . ~ ~~I,.--~ ~ ~ OUTLET ~ ~ _ VI USLY APPROVED ,~I. PRE 0 - ~ - > ~ - - - _ r~ _ _ _ - - _ N
, i+. F I qq~~ W ~i` TYP 1 ~ 'T~F~ / - ~ , _ i i r ~ i - - - _ - > 1 - ~ ~Y , I~ t ~ N
` ~ . ~ ~ ~ . . ~ ~ . . ~ . ~ ~ ~ ~ ~ ~ ~ . ~ . ~ ~ i o
_ i PROTECTION~~ i f t y ~ ~ ~ st ~ ~ I Uri ~ ~:~a' -
NC ~ ' y T - ~ / . . E.. Ong' ~ ~ r ~ E F NC ~ SILT FE ~ SII~ E I ~0 k~~~ ''4~etland \ ~ UTLET - _ _ i
.I E ~ ~ z
r , ~ , I ~ e, x ~o 1, ~ i~ ~ ~ I I ~ ` v
~ i _ _ _ ~ '
~ f r I I I i I ~ ^ -
i ~ o. RESOURCE . I ~ ~ t.. ° ~ x ,4 / CONSE;BrV'ATION t' ~ i m Q BUFEE_R - ~ ~ ; 1 , I ~ ~ ' E r ~
1 it ,i Q E > I
v~ ~ ~ ~ I, U I I I ~ ~ I I ~ ~ i i ~I
~ NRB' - - d~ - _ ~ ~ ~ ~ I ~ ~ ~ i x l ~ ~ 'I ~ ~ ~ I I ~ I I~
~ " ~ ~ .i 1 1 x YPj ~ i ~ r ~ ,,,v ~di ' ~ j ~ ~ ~ ~ 1 y °°o i ~ - ` - -
" ~ } BEGIN TREE ~ ~'I~ 1 ~ ~ ~ ~ +
~ ~ ~ ECTION ~ SILT FENCE ~ _ - ~ I PROT ~ ~ x - - ~ ~ ~ 1 . t i - i /1 FENCELINE TYP) ~ ~ i ~ - - , a I V- - ~ ~ i ~ 1 _ P .
1 ~ / i _ ~ _ 1 8,~
~ ~a' `raft L'i I~t tl~disling 5~~.. g
End 5 .:,rc. SW II,
end 30" C&G (~:~^dard)
5'x50' GRAVEL O CONSTRUCTION ENTRANCE
~ Z .ff ~
n aCP U Prh,ote Ope~~ Sp ~
m o_
'o
~J ~ .:..:III ~
Sl rn
Existing Breezeway aisting Bi o BOM 2000 PG 1858 aisting Breezeway Subdivision 90M 2000 PG 1858
~ ' I 90M 2000 _~n'Ing: R ^nlln R-15 O g:
c. W
I c
N ~ N
L~ O
TOTAL DISTI = 0.65 ACRES ISTURBED AREA AL D
i
CONSTRUCT N SE UENCE NSTRUCTIO Q
i 1. INSTALL TREE INSTALL TREE PROTECTION FENCING. OBTAIN APPROVAL FROM TOWN OF GARNER.
2. ONCE APPROV ENGINEER, MIN ONCE APPROVED, SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, MIKE COUGHLIN (856-7548). OBTAIN ALAND-DISTURBING PERMIT.
(VERSIONS SILT FENCE, SEDIMENT ~~~I~IIII~~~~'
3. INSTALL GRAY BASINS OR 0~ INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY D LY AS oN . ~ ~ RO BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ;
NECESSARY T AND BASINS ESSI NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS •:~~F 0 ,•-y %
IMMEDIATELY IMMEDIATELY AFTER CONSTRUCTION. Q
4. CALL MIKE CC IN FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO j' _ _ CALL MIKE COUGHL 3
OBTAIN A CEf OBTAIN A CERTIFICATE OF COMPLIANCE. ~ ~`Pt SCALE I ~f GRAPHIC ;y
5. BEGIN CLEARII BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ALL DEVICES SHALL BE , .p'•., GIN•,.. RAIN. ROUGH GRADE SITE. 200 'r ~
MAINTAINED F MAINTAINED AT LEAST ONCE A WEEK AND AFTER EVERY 50 a 25 50 100 rrrrQO B.
6. INSTALL STOR CK AND GRAVEL INLET r'~iiiiiiiii~~~ INSTALL STORM DRAINAGE, IF SHOWN, AND PROTECT INLETS WITH BLO
li CONTROLS, SI CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN.
BEGIN CONSTI BELOW. BEGIN CONSTRUCTION, BUILDING, ETC. SEDIMENT BASINS ARE TO REMAIN UNTIL NUMBER 8., IN FEET PRELIMINARY BELOW.
II 1 inch = 5o tt. NOT FOR
7. STABILIZE SIT DITCH LINING`. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, CONSTRUCTION DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF
COMPLETION COMPLETION OF ANY PHASE OF CONSTRUCTION. ' yy~~ 1 nee
8. WHEN CONSTI rln . Y CALL 11 1 TABILIZED COMPLETEL , ens WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE S ~
' MIKE COUGHL MIKE COUGHLIN FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER.
~ 9. IF SITE IS AF rin -Land Develo ment Services ~i~ >il En lnee p TG. g g ~r ] , IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, E ,
r~. n.nr eor~c ni i DCII AI~II~IC PCR~,IANFNT h1~~ l .PPP(~1T1(1nP RO~U - S~llte 2~~, Ra~el N 2161)
AND SEED Ol AND SEED OUT OR STABILICL ANY KtbUUUw oHr« nr\F-n'D. nL-~
~ EROSION CON EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. ph: (919 844-1321
i 10. WHEN VEGETI WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE tax: [phone]
ENVIRONMENI ENVIRONMENTAL ENGINEER, MIKE COUGHLIN. OBTAIN A CERTIFICATE OF COMPLETION. email: [e-mail]
Drawn Bv: SLS
September 14, 2005 C 1 5JO
Checked BY: JBE ~

# REVISIONS
- ~ 1 ROAD REVISION - 10~26~05
'~i-,~ STREAM CHANNEL _ _ ~ ~ 50' ~ 2 STORM REVISION - 04~25~06
5' MAX. ~ _ GREENWAY ~
BANK HEIGHT ~ N ~ N EASEM N~~ ~ ~ rP
I IV~I~ ~ I~~V~~i ~ ~ IV~h ~ I a _ / ~
~ _ ! ~WI~ I ~ SURFACE FLOW : . - ~ ~
_ ~ ~-r~_ ~ III, i ~ I ~ ` ~ , ~ / ~ ~G~I( DIVERSION ~ ~ ~ r;_ \
°0°0~0 0 ~ 0°000 ° ~ i ,Iii ~~~iii~ 4 - p u ~J' ~ - - J
u W I i o 00 000 0 6 '0 ~ o V a"~1,1 _ ~ o 0 0 o a ° a u ~ G I~
0 ~o®/ o° p ° ~ 0 _ ~ - y ° ° ° ° ° ° 0 ° ° ° J ~ RE DI,RCE i ~ 15
~{M1 ~9~~1 0 ° i ° ° o ° o ° ° ° °o ° ° - - ~ CO't`t5 NATION _ ° ° ° o ° ° c o ~ l
~~ryl/ ~i ~ o ° a ° o ° ° ~ - `BUFFER N V~ ~ ~ ~ W ' ~ ~ ° ~ ~ ~ q o _ End 5' Conc. SW ~ : ~
~ ~ ~ ~ and 30" C&G Standard, -V ~ _ ( ) I ~ , ~ ~ \ 1, H 1, ( '.,I l' 4 ~ ' ~ 'S''r ...1.'
_ ~ r ~ Ir~~l ~ / / / i%
4 ' ' ~ _ _ ~ ` IG~I u - ~
'~~i ~ y STONE APPROACH SECTION - ~ ~ 5:1 MAX. SLOPE ON ROAD _
IVE~ N~ 8" CABC
WIND DR OR VER _ LUX STONE 0 _ - ss - ss ss O to ,
FILTER CLOTH O 60' PUBLIC ~OW o
_ - _
C11~
1 WM TYP. N STANDARD PAVEMENT SE N _ ~
CO (TYP.)
SURFACE FLOW ~ _ _ _ H
DIVERSION ~ ~ ~ ,
o Z ~ ~ 5' ID~WALK~ / ~ ALK WC AMP / ~
ORIGINAL STREAMBANK ~ ~J ~ WC' A ~ ~ (TYP.)
~ ~ (TYP.) ~
m LUXORWIND DRIVE , ~ NOTES: c N ~
- M DEPTH OF 24" C STREAM IMPACTS 1. CLASS B STONE MINIMU ~ 17
~ ~ ' ONE PLACEMENT STREAM 14 ~ M""'~ y ZONE NE 'ONE , ZO
STONE 2. UNDERCUT FOR ST ~ 63.45 LF ~ ZONE ' ZONE ZONE ~ 4,510 SF ZONE 1 ~ ( 2 1 1 ~ ~ 2'
FILTER CLOTH 3,799 SF ZONE 2 ~ • ° z
~ NEUSE JSE \ o m o N
~ RIVER SS~v OPTION \ i FFER T ~ RARY STREAM CRO ~ ER H ~ - ` Qa3 . -FER \ H z
E~~PO~ CITY OF RALEIGH STD# 40.38 ~ ~ , , r O T1,~ (A ~ SLOPE AS INDICATED ON PLANS O J O = Z
NTS i I ~ ~ ~ • ~ ~ m Z 2 ~ PLACE GROOVE OP ~ g°~- !f~ O U ~ ~~V ~ ~ ~ ~ ~ BELL END OF PIPE` / ~ w Q Z w ^
I x ~ D D m TO FACE OF WALL /F ~ H- U ~ O ~
x~o° ~ s F2~zw zH~r ~ - ~ ~ v~~wow
- VIEW LUXORWIND DRIVE PLAN x~Z i i `,N- O cnpC
SCALE: 1 "=50' f D ! D ' D _ _ , i 'CONC. ~ > ~ N is ~ ~ ~ PIPE 114-BARS N d ~
L7 i f \1 w 0 Z 'O ~ ~ - ~ 1 ~ 1 r ~
GRAPHIC SCALE
50 0 25 50 - i~ - ~ - F ~ I 200 ,
~ PLAN ~ 12" B
-a FOOTING
(IN FEET ) (IF CONST. JOINT IS USED) DOWEL .WJ
1 inch = 50 ft. D Z G ~ G END ELEVATION BAR-"X" x C7 N~ ~nZC>z pZ~w
:C~p w~WcYn
~ O ~ N ; - DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE ~ ~ J °
60' ROW ~ C ~ x ~ PIPE SINOLE PIPE DOUBLE PIPE ~ O ~ CD -
4' 35' B-B 15" 16° 8" ~ IL m 18" 24" 3D ~ 36' 42" 24" 30' DIR. 15' 36 ~ 42' 4
SHOULDER PVI STA = 11+22.26 ~ ~ ~ Z ~ ~ ~ I ~ ~ BARS ~~X X X X - X ~ ~ x X. z ~ X X Y X ~ Y, O ~ W w _ G OTv. 2 2 3 ~ w 2 2 3 3 4 4 5 Q J d d
2:1 31 MAX PVI ELEV = 267.95 MAX x . _ _ A.D. - -1.70 ' ~ ~ ~ ~ ~ ~ -M DN. 2 ~ 1 1 2 2 2 2 2 3 2 Q I"I N 77 - . Q ~ D_ - -
5 _ SIDEW4LK ~ K - 41.18 ~ r ~ DDWEL ' 3 ON. 2 2 3 3 ~ 2 2 3 3 4 4 5 Z 3 m ~ r L _ - - _ _ - _ - ~ -
~ OW POINT ELEV = 2 N 70.0000 VC L POINT ELEV = 262.80 111 p _TOTAL LBS. 9 s . s _ 55 ~ 12 12 - is ~s 23 s2 Q Z W ~p J ~
i ~ LOW POINT STA = 12 rnN PVI STA = 12+3 'DINT STA = 12+51.81 ~ ~ ~ D DPTIONAL CONSTRUCTION JOINT N W m ~V STA = 12+39 fD C O ~ DIMENSIONS Av0 CONCRETE QUANTITIES 2 W = ~
N Nr PVI ELEV = 262.: ° PE fA O x VI ELEV = 262.23 r ~ ELEVATION _ usING cDNCRETE PI N H ~ ~
- r~ ~ ROAD SECTION LUXORWIND DRIVE =No A.D. = 7.24 TYPICAL ~ N r - N ~ N CDMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE J W A.D. - 7.24 ~ D H 5 G T S L ~o~ _ M i L YD3 Z~ G~
_g ~ ° K = 10.00 32 8 x_Z w m K = 1~.0~ RI ~ Z ~ 3'-3~ 1~-8~~ 2~9 2'-z 91'2 5~6 2'-2" 7'-6"~ 1.D ' w Z Z r
NTS wG'- + N i ° 72.3630' VC r 9 3.7 1 -10 3 2_2~_ 2 7 ~5~-11"~ 1.3' O 72.3630' VC W
~ I TIE INTO EXISTING W N ~ m 24" 4'-2°' 2'-1° 4'-0' 3" 10 8 ~ 3 5° 11~ 5° 2,0
DRIVE AT 3.20% ~ ~ r N ~i > m ~ cU 30" 5._O,. 2~-g,, 4~.T„ 4~~~~ 11y2„ 9~2 2.x.4'-3"~13'~5~,~ 36•' S• 9" 2'-6" 5'-8"i 4~4" 111~2'~'11~•0 3..1 g'-p" 18' D" 4.5
m + ~ N N a0 O _ 6~ 2° 3' 1"; 6' 4" 5 11 ° 12'-6' 4.5 , " 18'-6° 6.0 ~1 42" l4" 11 5'-10
~ W N ~ ~ 48" 6,-g~~ ~ 3i-5n T-2.. 5~" 11v2v 14' 4" 6.0 t 8' g.. 21•-O.. 6.0
> W N N O SHEET 1 OF 3 "SEE SHEET 3 SHEET 1 OF 3 838.01
3209 ~ R w. _ 27D - o ~~R I W 838.01 N N I
k cii U U ~ ~ > 0] W
Eklst~ r 0] (n U U ~
/p \ . 8'p~g W W ~ Z
t ~ WC ~ < ~ ~ O ~ O v~
_ _ '8.44 _ _ _ _ ~ M. Z Z~=
8" PVC ~ DHp~ GENERAL NOTES: Na°~
~ ~ ~ ~ ~ 9 m°~'~~ ORNERS 1" OR HAVE A RADIUS OF 1", oo~=z q, Hz~xD CHAMFER ALL C x
~ \ ~N \R w zw =°DOR1 n ~ C7
NF li ~ f~ O ~ 3 ~i T D BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 Q ~ N,o° PLACE 2 #6 Y H-x~zw
P ENO l 260 ~ ~ s x ~ ° „ AND OVER WITH A MINIMUM OF 3 COVER AND A LENGTH OF 6" LESS THAN a ~ z~., ~ cnH-w°w ~p°xz ENDWALL LENGTH. o°u~~
z~> ~ ~ 45' BE,D ~~D z (TYP) y ~ ~ a a ~
< M ~ CONSTRUCT BOTTOM SLAB WITH FORMS. w o O
Existing rode 25' Left f 45' BEN ° °z o r o FOR F.H.' ro DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
Centerli - ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
Existing Ce terline - - 8"- DI
Existing Gra 25' Right WL WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM N OF THE PIPE, PLACE BAA "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
Centerline N n SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED J
m C7 U a 0 BY THE ENGINEER, x O y 3
Z 12" IN VERTICAL ~ ~ z ~ 1 Z Z m p Z~ w ~ ~ ~ ~ ~ A CONSTRUCTION JOINT AT THE BOTTOM W vYi ~ ~ ~ WHEN THE CONTRACTOR ELECTS TO USE
SEP RATION ~ ~ o m c~ N > - ~ --r = ~ ~ H OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. z J °
250. _ _ _ _ U p7 F U
G_ W ~ ~ C USE CLASS B CONCRETE. ~ ~ Q~V ,
I > J Army o ~ WmZD .Jaw
U ~ ~ o ~ J H a
DATUM ELEV HN>z a3 ~ ~ r D z D - ~~,uuuiir~
245 00 m 111 r p a= J ~ ~~~i~ ~ N W a CARS
~ ~ m ~ . • oea', ~ oC~H NWO= ;9
N O Grp ON ~N r r` ~ ~ ~ ~ cc ~ cc ~N co ° r Z H D H 'Q
N N NN NN NN NN NN N < c~ JW S L Nm~~, "oco` 5.
m~Zp W ZZ~ n~,:
13+00 N r V ;9ip•' GIN
10+00 11+00 12+00 m ,,,~0 • • • ~ c D g E
25' LEFT
OF CL o
~ ~ ~ ~ rn ~ o ~ ~i N ~ PRELIMINARY
r N N ~ N N N N ~ SHEET 3 OF 3 SHEET 3 OF 3 NOT FOR 838.01
838.01 CONSTRUCTION
25' RIGHT
OF CL ~ r ~ ~ ~ erln . lne ns n e
I N O ~ ~ N r n O ~ N N ' rin -Land Develo ment Services C>vll EnQ'mee p N U
N N N N 6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
I i
I I I I ~ ph: (919 844-1321
fax: [phone]
ORWIND DRIVE - PROFILE LUX email: info@edens engineering. com
(H) 1"=50'
(V) 1„_5' Drawn By: SLS September 14, 2005 CL`16 Oj
Checked By: JBE

# REVISIONS
NEW MANHOLES USE AN APPROVED BITUMINOUS
BASE SEALANT THAT SHALL BE APPLIED TO MANHNLE FRAME AND COVER
SEE C,O,R STANDARD 5-25 THE TOP OF THE CONE SECTIDN TO PROVIDE FOR MANHOLE FRAME AN? COVER A WATER TIGHT SEAL. OVER 1z0 LBS. MINIMUM
PROPERTY MINIMUM 36" H~RIZGNTAL CLEARANCE
LINE FROM ANY GBJECT~
..e 1" ~ 4'
.••o a FIRE HYDRANT, PUMPER NOZZLE TD • 24" MAX ~ c.? u AdyF lCiygt * 9
BE PAINTED TOWARDS FIRE TRUCK ACCESS. a z o. ; a ~ w. o ERMIT
~A ~ p P R~ ~ QG o
. O TRAFFIC FLANGE BETWEEN ~ ~ f U T ~ ~ ~
2' - 6" ABOVE GRADE 4. N 4.a ECCENTRIC M.H. CONE MAY Q ~ ~ q d
5' 3'-6" ° v ~ ' BE USED ON 9' , l0' AND 23 1/2" 21" 0
e p 12' SEWER MAINS, SIDEWALK CURB AND GUTTER PAVEMENT ° ° 5~ n ~ ~
I Y ~;~;;°.I,;:p ;j''p G p• MANHOLE CONE AND BARREL SECTIONS SHALL BE AS PER 2
Z 6" GATE VALVE '.o ASTM, STANDAR?S I F VALVE BO •~o, e . r SEWER ti~ ~ o
o ~ ~0
i0 CGMPACTED BACKFILL CONC, THRUST .D. I REQUIRED ~ A iu (TAMPED IN 6' LIFTS) BLUCK ~ spACE DD A
• • ~ RING SEAL O O O O O O C . a o • d
v~ ~ " Ir ¢ - 6 MIN, BRANCH PIPE e ~R RAM NECK ~0~~ ~~~~~~Q
MAIN ~ ' 4' ~ ° 4` 'a. A ~.k.. • 0
A SIDE 2 3/4"
I •~P~. RUBBER B~~T PLAN p PLAN ELEVATION
' T DIPPED ~ G d' • pw'~' G BET LOWER THANSMAIN PRING- CONC, SETTING SLAB 3/4 H~ 1'- 0' ° • " • ° uNE. MANHOLE NEEDS Ta BE SLIP RESISTANT CLEATS ISTANT CLEAT
ALVANIZED BRIDLE ' 1'-3'x 1'-3'x 4 THI ABOVE 100 YEAR FLOOD PLAIN 25 1/t6' ~-2311/16' ~ 1~
RED MAY BE COUPLED a o • •p' ° ~ ° ' d oR sEALED AND VENT TO BE i' ONCE. p 4. . ' ' ~ '4~, 6" ABOVE 100 YEAR FLOOD PLAIN.
3000 P.S.I. CUNCRETE p . D': o'°..D'., •.'a:.>. ~ ~ wHEN MANHOLE roPS ARE IN THRUST BUCKING 7 CU. FT. CRUSHED EXCESS OF 3' ABOVE GRADE. BUTYL-NEK OR
NDISTURBED EARTH. 9" aursloE sTEPS MusT BE O O APPROVED
TES: STONE MIN. - PROVIDED. SEE STANDARD NO SECTION A A ~ s-2a FOR srEP DETAIL. w NON TRAFFIC AREAS, TOP OF SEALANT 7 1/2"
I 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, FRAME AND COVER SHALL BE OR US PIPE. INSTALLED A MIN. OF 1' ABOVE 18- WATEROUS, CLOW, EAST JORDAN IRON WORKS, 12' BETWEEN FRAME AND CNVER ~
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. FINISHED GROUND SURFACE.
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. a.:.~:.~ sEE sEwER ?ES[GN SECnaN E L E V A T ELEVATION 1' ~25 is/tb'
" OT DIPPED GALVANIZED. ~ ° , 4. STEEL RODS AND BOLTS SHALL BE 3/4 H 33 1/4'
TS WILL BE INSTALLED IN TRUE VERTICAL POSTION. o ° A 5. FIRE HYDRAN A ~ a MIN. 9' COMPACTED #67 STONE 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE BASE TD BE INSTALLED NDTESI 5/8"X3" LAGSHIELD IN HOLE
EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE o ~ UNDER NEw MANHDLE, HYDRANT #3 OR #4 REBAR 1 REBAR DRILLED INTO CONE OR
SHALL BE INSTALLED NO MORE THAN 10FT FROM HYDRANT AND POURED IN CONCRETE. T ADJACENT TO ROW. IN NON-TRAFFIC AREAS, TOP OF 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMEN FRAME AND COVER SHALL BE a CGRR~SI~N RESISTANT N 1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TC N RESISTANT MATERIAL BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8"X3"
INSTALLED A MIN, OF 1' ABOVE ' ° ° FINISHED GROUND SURFACE, RUBBER, PLASTIC PLASTIC FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED
Q WEIGHT DF 182 LBS, WITHIN LAG BOLT AND WASHER. PUBLIC RAW AND 160 LBS,
••C •a p ° CITY ~F RALEIGH CITY ~F RALEIGH WITHIN EASEMENTS, 3) OVER SHALL WEIGH A CITY ~F RALEIGH
CITY ~F RALEIGH e••,a ANrnME sITE woRK, coNSTRUCrIDN, ROAD WORK, DEPARTMENT ~F PUBLIC UTILITIES DEPARTMENT ~F PUBLIC UTILITIES - DEPARTMENT GF PUBLIC UTILITIES MIN. ~F 120 LBS. DEPARTMENT ~F PUBLIC UTILITIES
OR ANY OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT, THE PERSON RESPONSIBLE STANDARD FIRE HYDRANT STANDARD PRECAST SANITARY SECTIDN A - A STANDARD SLIP RESISTANT 4) ALL MANHOLE FRAMES OUTSIDE of PAVED suRFACES SHALL BE STANDARD MANHOLE COVER
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING MANHOLE STEP DETAIL BGLTED ro THE caNE
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. TALLATIDN DETAIL SEWER MANHDLE INS SECTION DR RING WITH A DWG, ND. REVISIONS DATE REVISIONS DATE MINIMUM GF 4 BOLTS PER DWG, N0. REVISIDNS DATE REVISIONS DATE
ND, REVIS?NS DATE REVISIDNS DATE DWG. ND. REVISIDNS DATE REVISIONS DATE DWG, ND. REVI DWG' Y,C.A, 12-31-92 ABB 2-2105 I ABB 4-6-04 S-20 S_P8 RRH 3-30-0 FRAME, 5-25 3-1-87 3-1-87 A.B.B. 2-9-D5
RRH 3-30-00 S - W-4 RRH 3-30-0
SHOULDERS, SIDE DITCHES, SLOPES
SLOPES (MAX. 3:1)
SEE DETAIL W-22 ~ EXTEND OVER INVERT TAP GF VALVE NEEDS TD FOR METER BMX R
DATE TYPE PLANTING RATE
" " ' ' ~ . a ' ~ BE 12" BENEATH TOP OF W ~ EXISTING SEWER MAI METER BOX LID, - a ti ~ AUGUST 15 -NOVEMBER 1 TALL FESCUE 300 LBS/ACRE
•x, " ROADWAY M Y~ NOVEMBER i -MARCH 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE _ - - -
o• GRUUT 4' ~ 5. DUAL CHECK VALVE MARCH 1 -APRIL 15 TALL FESCUE 300 LBS/ACRE 'ACNE APRIL 15 -JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
SIDEWALK ~r ,a BACKFL(W PRE- - JULY 15 -AUGUST 15 TALL FESCUE AND ***BROWNTOP MULLET 35 LBS/ACRE SC'4N.
• a 5/8' METER VENTIDN DEVICE 4 - ! ~~~CCKA3L~ `?ALV .e I. C E BU? SUfF1pEM TO KEEP 1. PUf SILT FENCE Oa TREE PROTECTION FENCE UP smllo+r ON SffE TO ENSURE CONSTRUCTION EMRMICE IS USED. ' \
G w z' ~ti a S~E 2 IF CONSTRUCTION ON THE SffES ARE SUCH THAT _ i V THE IJUD IS NOT REIAOVED BY THE VEHICLE TRAVEL
I J ~ro r ° a 'O LUG LACK ~a r. Y' 2 7 STONE TO BE~ USED 25' OR WIDTH OF LNG OVER THE STONE, THEN THE TIRES OF THE ExISTNG -;(SURGE STONE OR RAILROAD PROPOSED STREET, VEHICLES MUST BE WASHED BEFORE ENTERING THE ~i
a. 6' ROADWAY B41A5T1 - WHICHEVER IS PUBLIC ROAD. SLOPES (3:1 TO 2:1) - GREATER. ^ IF A PROJECT CONTINUES TO PULL MUD M10 DEBRIS _ J
. . g~ ••'a o, a d STANDARD 3/4' ~ ~ ON TO THE PUBUC AOAD, THE GOVERNING AUMORIIY r r, 1~4 WILL ClflN n1E AREA AND INVOICE 7ME FlNANCIALLY hhr""'11
~ o. ~ a:D.' o W ~ ~ I c1 ~ PLANTING RATE „ RESPONSIBLE PERSON AS INDICATED ON THE FlNPNCIAL DATE TYPE AESPONSIeILrrY Foa4. W
ro z SERVICE SIZE I ' SECTION AT RIGHT ANGLE TU EXISTING MAIN ~ ~ IZE MARCH 1 -JUNE 1 SERICEA LESPEDEZA (SCARIFIELD) 50 LBS/ACRE
luz W? PlBN ADD TALL FESCUE 120 LBS/ACRE MARCH 1 -APRIL 15
° 4'-0' FGR 8' TO 18' MAINS ~ 45° I ~ D r~ 2 ~
? 5`-0' FGR 15' TO 30' MAINS o < < a~ ~ MARCH 1 -JUNE 30 ADD WEEPING LOVEGRASS 10 LBS/ACRE u QR NEW CONSTRUCTION
- ' F R 36' TO 54' MAINS ~ D ~ NDISTURBED S()IL CRIMP WATER ~ 6' 0 D ? e CUNCRETE BRICK UNDER ~ o? N d z~ ~ SERVICE AT D -T-~- MAiN CORPURATIUN COCK FGR SUPPURT MARCH 1 -JUNE 30 ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE as' NI". IS' NI"' EXISRNC RQADWAY
z < r~ NOTES , a.Q ~ ~ PRI7PERTY LINE ~J (/1 JUNE 1 -SEPTEMBER 1 **'TALL FESCUE AND 120 LBS/ACRE
? z D F UW SHALL BE MAINTAINED ~ D , ~ 1 L Q~ ~ ~ CURPURATION COCK 5/B x 12' CLIPPER SETTER ~ n A DURING CUNSTRUCTIUN. ' I, ~ D a NGTES ***BROWNTOP MILLET 25 LBS/ACRE Tz NI". ***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
METER YOKE r', I ~ 3 ~'~O X ~ Z C',. d rT ~ 2. THIS DETAIL TO BE USED GRUUT a z ..W d z ~ I ~ 77 tJ ~ 1. WATER METER AS MANUFACTURED BY SENSUS, SET BCX ON CONCRETE BLUCKS KS SEPTEMBER 1 - MARCH 1 SERICA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE
w ~ D ~ 3 ~ ~ WHEN A 6' UR LARGER d ~ D ' ~ ~ D ? j UR SCHLUMBERGER FABRIC UNDER STONE AN TALL FESCUE 120 LBS/ACRE
~I ~J ~T ? m r1 ~ z ? ? LATERAL NECESSITATES ° z ~T 6' 6• a. l o l n d ~ A~Q ABRUZZI RYE 25 LBS ACRE caoss ~ECnoN ~I / -
? ~ CUNSTRUCTIUN OF A NEW a. ~ 2, DIRECT TAP ALLOWED ON MAINS NU LARGER ~ r -o A Fl c A I ~ ~ rr1 c ~ MANHOLE, r1 ~ m D THAN :6' 3/4' OR 1' TYPE 'K'
< ~ ~ ~ ~ 3 SEE STANDARD DETAIL SAW TC CUT SPRINGLINE < HI ~ ~ r SUET CLIPPER PIPE, I ~ A z ~ ~ Z ~ ~ ~ 3, METER BEX TO BE LOCATED IN R/W ADJACENT TU PREPERTY TEMPORARY CONSTRUCTION ENTRANCE
NO JUINTS DR COUPLINGS A ~ ~ ? ~ S-20, FUR PRECAST MANHOLES, ~ o ~ ~ c = LINE, ER IN APPREVED EASEMENT ADJACENT TU R/W. O
m = ? D D ? = 4. THE CUNTRACT(JR SHALL ~ ° e o ~ - e p' ' " ° ' ~ ~ - AN PIPE, NO JOINTS OR CUUPLINGS~ m z ~ ~ MUM 6' COMPACTED , D s ° ~ p' a 'o D Q° ~ 4. WHEN SHE GRADE CHANGES, A CLIPPER RESETTER C BE NGS, A ~I CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITION L
z D ~ PRUVIDE A MINI ° . o , , a. , e • F-" ~ USES TG ADJUST TU PRUPER GRADE, INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE - - _ /1 ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER F~
i ~ ~ # 67 STONE BASE ~ r I ~ DIP AND PVC ONLY. EXISTING SEWER MAI D ~ ~ I z ~ 5. FOR USE ON d ~ N 5. RJR STANDARD METER BUX SEE W-22 SEEDING RATE COMBINATIONS ARE POSSIBLE.
" d NOT ALLOWED ON VCP D TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT O
w D ~ ~ SECTIDN ALUNG CENTERLINE GF EXIS ING MAIN ? 6. ADDITID NAL BACKFLGW PREVENTION DEVICE MAY BE ~ 6. SEE DETAIL S-21 FOR REINFORCING ~ Z a o REQUIRED IF USED EN MGRS THAN TWO RESIDENTIAL UNITS, VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES
IN HEIGHT BEFORE MOVING, OTHERWISE FESCUE MAY BE SHADED OUT.
~~Nmr DEWATERING CONCRETE BLOCK SEEDING SCHEDULE
wAE rExs XYmYVa: pDM
e SEEDING SCHEDULE DETAIL
_ ~ N.T.S.
F41FR a I' awEnB ¦ ~ ¦ Y191m etalY
~ ~ 8
wB'"oYxA~w~°hom ¦ ¦ ~ e~ e~ e~ e~ e~ 0
e• YAx ~ ° 0 SECTION "wa[ A4 oErccrto BY M eoml O
- ~ ~ CONSTRUCTION SPECIFICA110NS ° 0 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
MNK 12-1/1 G ~ ro o 0 OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
o°° 1M1°01m'"a 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ° aoCb 0 aDOdC.O o ~ oe o ° Ulu IiiAS ~ ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL ° 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ,,Illlllllln,
~ o 0 0 00'00 ° DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED 00 ° o ~ AT LEAST 2 INCHES BELOW THE CREST OF THE STORM °°0 0 CARS 3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
8°°~ ~ - - - Wrtt THEIEDGELOF THE STORMODRA NWFOR BLATERALASUPPORT ~.'ESSI LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. .r~OF ~ ~,9 •Q
~ - I~~ur- ~ - - WH N R LOW OCCURS. 2:1 SLOPE, GRAVEL FILTER q] - AND TO AVOID WASHOUTS E OVE F ENT PP SUBSEQU ° AL SU ORT TO opq~.;, IF NEEDED, °o ATER GIVE L 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
cP8 ° ° ~ ROWS BY PLACING 2x4 WOOD STUDS THROUGH ooh=o ~ - BLOCK OPENINGS. HIRE SCREEN WITH SOIL SEE BELOW* ~ ~ - UNIFORMLY AND MIX ( ) _ I - : 2~ _
4 0° o o ° o ° _ ~N = = EBI~LYIESY = 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY ) ~'•.F
~i I PARE MESH WITH 1/2 INCH OPENINGS OVER ALL POOL DEWATERING slm ~ BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ;9 • NG NE,.• ,'p '';TQ' ' O
arsEx~ m VBANEiMRIC 3. USE CLEAN GRAVEL, D/~ TO I/2 INCH IN u rtxa icaAEKnE rASEC D g E 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
DIAMETER, PLACED 2 INCITES BELOW THE TOP 1' MINIMUM _ 16 I ~ ANEN WArAa w a € ALLSUAE OF THE BLOCK ON A 2' SLOPE OR FLATTER AND 2' MAXIMUM -usc mr islloE air ASHED - ~ ~ ` LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.L '''IlnIIIIIr~
oofs nor lµ AWE Ma awl N ti Y . vW AEPAN v mT SMOOTH IT TO AN EVEN GRADE. DOT #57 W u , w.N AAEASacaraNrAArmnow R ~ ~ wwl~msaromxr_ STONE IS RECOMMENDEC. + 9 ° 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. PRELIMINARY
I -nlo a Bu m+a NEms m eE realm Iwu iW ANp1W WIE" su ' ~ WAa ir>ra n rearECma ~ ~y I _ _ _ GRN BASH. Yx 11-t/E G El F ? "'y 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR NOT FO R
MRME?IAR T YYIN. WIFA IB G rm b _ artA BtlIT ~ SEDIMENT WF'MAfS h RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
a w1010R SVAT AS i u awrnn BY EMBNmA ~ SHOULD BE OVER 607 DAMAGED, REESTABLISH FOLLOWING ORIGINAL, CONSTRUCTION LIME, FERTILIZER AND SEEDING RATES.
WAGE SIDE ViEW
iap N SIt i°n WN & of L.nl I' Maw a. iW N tlw WNwE a~rv MY AP[ FF1N£, n>ai~ STANDARD BLOCK R GRAVEL DROP INLET PROTECTION 9.) CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE erln n lne . ens TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ~
Yo MYnAME eLLl fENfE POST ST YAK Y IPMf QO1N N IABYN ESTABLISHED. 'vil En meerm -Land Develo ment Services C1 p
SILT FENCE FRONT VIEW g g *APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE
6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
IN ULHT JUIL~) 14%lonollp,
SILT FENCE OUTLET FERTILIZER - 1,000 LBS./ ACRE-10-10-10 ph: [phone] SUPERPHOSPHATE - 500 LBS / ACRE-20% ANALYSIS fax.: [phone]
MULCH - 2 TONS / ACRE SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION ® 300 GALS./ ACRE eniall: info Cl edensengineering.coin
Drawn Bv: SLS
SEEDBED PREPARATION September 14, 2005 C190
Checked By: JBE

# REVISIONS
I
v w oy o m s1D5wALK (s' sro.) F~-
v e Qa z <;H 9 A e unun 6TAIP MIN. QH-~ P NQTESi ly Z P Qp5,NOP,N ~ 0.01 Z¢=U ITESi ...I
' ~ CA 0 C ~ P~0 ~ DROP CVAA 2 DETECTABLE 0.02 MIN.)) 0.04 1MA%.~ 4° H Q D SOP 051 sTD. 2' e" CDAe 0.00 MAZ.J 0.02 (NORM.) LL. J NZ 1 I NTIAL DRIYEW r ~ m (n 5115 ~6 OUTTEA 9HCNN 0.0a ~NOAM.) ~ Q Q. x $ ) RES Q~. O -H W 0 N WIDTH llNLESS WRI1 I) RESIQENTIAL DRIVEWAY TO BE MAXIMUM 12' IN ~ ~ ~ NoTES'. g ~ r-1
H Z ~ 2 D 89p I W Q Z U. _ "H ~ GRANTED BY TOWN M ¢ D TH llNLE$S WRITTEN VARIANCE 15 O WID D GRANTED BY TOWN .ENGINEER Z ~ CLASS "B` coecaFTE TO O % g BE USED THROODNOUi,
_ ~ D y m °F I 12'1 MA%. RAMP Q V ¢ O N Z 2) COMMERCIAL AND IP SCZi~00 ti,o' os~k X ~~w0 J D Ppm~ BE A MAXIMUM OF 2) COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO D I BE A MAXIMUM OF 30' IN WIDTH PROPOSED DRIVEWAY ~ z oarlDNa coesieucnoN- 7 MONOUIHIC POUR 2'
r I ~~~Z A SECTION B-B ZoN¢ ~ g 3) IF DISTANCE BETWII PROPOSED ` Q I -6 KEYWAY OR a BAR CONCRETE SIDEWALK IF APPLICABLE DOWELS AT T2" cEeTER 3) IF DISTANCE BETWEEN DRIVEWAY CUT & ( ) 8
[Q~~ EXISTING CURB JO D D V ?zsFe ' a H " m REMOVE CURB TO I R8 DINT IS LESS THAN 5' DRIVEWAY 6 AS DIRECTED BY ENGINEER EXISTING CU J 0 REMOVE CURB TO EXISTING .JOINT & REPLACE (3000 P.S.L) 6" MIN: 5' MIN O $ nvo Y PIPE WEEP BoLEs
<N 7z ~reN' sIOEWALK - " 3' 4" P w C) ,Z~j' 'n" WITH MONOLITHIC P W O b ELEV"r N rs"NSInaN DPOP TRANBInaN O ~ n GREATER THAN 5. Z CVAB m = SHALL BE, SAWCUT. WITH MONOLITHIC .POUR. IF DISTANCE IS Z ~ To BE PucED As GREATER THAN 5', THE EXISTING GUAER ~ 'v DIRECTED BY ENGINEER
SHALL BE SAWCUT. - - - r " =III- ~ Y PLAN FORMS ARE TO BE USED F'1 ~ FOR CONBTRUCTIN OF r - -111,. ~ '----II PAN SHOWIN POSITION OF SOUS THE BOTTOM SIFB . _ III- I Rl _
P ~ VPAIABLE BLOPE$ NOT 10 EMCEED 12:1 (8.3341 R! ' ~ O WRH CRATE § FRA/JE REMOVED OF IOCUBIC~FDOTOOBISTING
SECTION A-A Y -.I PF C PROPOSED DRIVEWAY EXISTING GUTTER COMK~CLED 1 2" EXPANSION JOINT ~ N0, 76M sioNE BAG / ~ ('J OEWEY BROS. CH-BN-4 CONTAINEp 1N A BAC OF
ISOMETRIC VIEW Z Z sIDEWALN ¢ Q 'D OR APBROVEO'EOUAL J, POROUS FABRIC SHALL Z 4' 3/6" % 8` LG BE PLACED AT FkCM WEEP HOLE.
m EXPANSION JOINT p m C TYPICAL S CTION rn Z wELpED Plccr- 3" 3' BACK STUD ALL DROP INLETS OVER ANCHORS 0" 4 ~ Y-G IN DEPTH TO BE
Z ROADWAY AOADNAY 9EE T0. 040.1 NOTE: A PORTION OF ONE OA BOTH AAMP9 w 47 PLAN SYMBOL PLAN SYMBOL MAY E%TENO WT91OE THE RETURN. d 1 j PROVIDED WiTN 51EP5. _ _ _ ---1- I'-T ON CENTER STEPS 4" _ 4" T SH4LL BE IN
~ H CCF CR = N ED N DINT m = OUAB Cllr FOR f0A PAOPOS E%PAM9I0 J SIDEWALK ACt20RDANCE WITH STD.
m FUTURE PAMP VINEELCHAIA AANP w (EE TD. 048.01) Q p i a ahor ¢ ~ r m w SEE NOTE 1 C7 ~ ~ ~ YF (IF APPL'CABLE) Z 5 A 6' 5 B 6^ 12' o
C ~ 'H NOTES: t4a aP~'A ~ D TECTABLE WARNING DOMES SMALL COVER 2 ~0 LENGTH AND NLL WIDTH OF THE / 'P~ r'~, E%PAN910N JOINT J ~ 11 ~ ~ I.. I r . I 6'
D H 1 DPPMP FLOOR A9 SHOWN ON THE OETAIL9, s EE 10.846.01 Q = ~ i N r 2. THE RAMP MAY BE YELLOW IN COLOR OA ANY COLOR WITH A 70b CONTRAST RATIO. / Q 9IDEWALK I- ~ Q I< r G 1 d G 6'
C~ z ~ J U w A w+A+s" z e ~ W n t D RAMP WIDTH AAFA IS VWRUBLE 5' O.0' S.B' 5.B' S.0'• Q. G DOWEL
fi' 0.0' B.S' 6.8' 0.0'•• x W _ Z O O O O O O 7' 0.0' 7.0' 7.3' 8.5'•• THIS PORTION OF AAAIP / M = O T ~ - - ~ DOWEL I ~ SEE NOTE.
B' D.D' B.B' 7.9' 0.5'•• 3 ~ ' ~ ~ x O./S'A 5' 2.0' 7.8' 7.8' S. D' CAO65WALK LIMITS. J z ~ i ~ p ~ ~ ~ o (9EE NOTE 13) C7 5' 2.5' B.3' 0.1' 4.B' Z 10'MIN 1/2" EXPANSION J INT z s6cnoN-xz s6cnoN -rr
~ ~ o 0 0 0 o O]O M 5' 3.0' 8.8' 0.3' 4.4' W Q 31 § ~ 0 ~ ~ ~ s' 3.5' 9.9' B.4' 4.1' ~ n 30" RAD. MIN ° ~ 42' RAD. MAX ~
0 0 0 0 0 0 s' a.o' 9.e' a.e' s.e' P 5' 4.5' 10.3' 0.7' 3.4' 9EE NOTE 1 z QDN1 PROPOSED z ~ DIMENSIONS AND CUANTOIES FOR DOAP INLET CUBIC YA DS AL OVAN I I DEDUC NS CONCRETE DRIVEWAY _ - - ~ POOR WALL CUBI YARDS
5' S.0' tO.B' 0.9' 3.1' O Q 1~ 9EE NOTES m r~ .I' 3 " < 0 N ...SAW' I - (JOOO P.S.,) - EXISTING CURB GUTTER JOINT ° A PIPE PA WIDTH HEIGHT I i BO% O% & C VFR FOR NE PIPE ~ ° o P F u SAW GUfi LINE li" 3' 2' 2'-8" C.262 0.222 0.65& 0.015 0.024
B = X fA«e'7 E = DISTANCE FACM FRONT EDGE OF 9IDEWALK i 3'-g' 0,92Q OA2J pAJ6 i 18• 1'-5' IA21 0.033 .0.019
I ~'Y' ruuslc •W To BACK POINT of 1a:1 (B.39b) sLoPE. PLAN VIEW C F • BACK OF SIDEWALK DROP AEOUTAED FOP ALL 0 EXISTING I sIDEwALM SLOPES. DUAL RAMPS TO 8E EXISTING CURB AND GUTTER 5' 0 2+' a'-o' tt5i 0.059 o.aas MIN ~ JO` 3 2 4'-3" 0.262 0.222 1.207 0.092 0.127 To BE sAW cur DIMENSIONS FOR CHANNELS
DETECTABLE WARNING DOMES BncK of slDSwALK DROP REGmRED FGR ANY AADU SHEETQI of 4 SHEET 1 DP 4 9IDEWALK SLOPES 0.04. (40" MIN. FLOOR WIDTH) 848DD5 _ HA N p_LAN VIEW N0, SIZE LENGTF TOTAL IJIv
848D05 Pt N U O < a o 2 FEET I V 1 2 J"X4.1" 4'-C" 8'-0° I 1
l N ~ i O 0 Z 0 0 0 2 T"X4.1" 2'-fi" 5'-0"
O ~ fA v m PADVassD F Q
H V ' 2' OETECTPBLE ~-~~9~ a~3 \ DROP CURB - _ , ' H Z ~ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 N ¢ ~ U
D1HO~ ~ r---- ___-r- -------1 ILJaNtiZ
'-r ~ I----- wQQ 2 O_071n-1 l``,. HU¢00 _ V 1
m mZ~ ikjsr ECTION B-B ~x~Zw S cn H- o
¢ H 2 zHvrm o'>~~ ~~a ~~N ~ 2 `T Q~(n~ O ° , NOTES: (n " GASS 'H' CONCRETE TO BE THROUGHOUT. O D ~ I
-H D V~ `MIN." • 7 1 D 1 N D.H - a~sssK%, ~ _ °u5e I _ w0 ~ 4 ~ ~ E Z m ALL CATCH BASIN OVER J'-6` IN DEPTH 70 BE PROVIDED ~ ACCORDANCE WITH STD. N0. 1.02 ~ ~4 BARS "Y
' e f _ - D W~ _~1 7zaOTF. 7 ~ IT-~-- __i - p Z Hz 6.. , ~ u a 7 s ~re• - _ , _ , . -i _ l-BOrTEa ' 6" D 8 BARS "YJ' EQUALLY SPACED H2 B" A 6' OPTIONAL CONSTRUCTION-IAONOLITHIC POUR. 2' KEYWAY ~ EQUALLY SPACED H " • OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS. 7 ~ 3' S
Z - AJ ~ Sp~Q y __________-____~1,..,-,..L _ ? - ~ - N _ `V PROPOSED ~~Yi•:i'~ UAB E I ~ I /2„ 5' m ~ 5' E I` 8 FORM ARE TO BE USED FOR THE CONSTRUCTION OF THE
1'~ ELE~ 2' DETECTABLE W /~I A ~8 ~ Y1IANING ODME9 Zv I" PAOP09N DETECEABLE ` ~ O BOTTOMSLAB ~ N ~ o o ' ~ `WALLS AND BOTTOM SUBS 0 ~ °n fi FOR p' IN HEIGHT OA LESS USE 6` LE55. USE 6 Z ~ i I 3 I o o ~ ~ ~
- P ~ ~,I SECTION A-A C C C) g O O ~ ~ O O OVER 8' AND UP TO I6' IN HEIGHT USE 8' WALLS AND ~ ~ z I 80IIOM SLAB. pUANTInES TO BE AAJUSTEp ACCORDINGLY ~ R ~4 BARS •1 - 5,
Z - C7 ~ ~ Hi+6"H1 ~ p,I ISOMETRIC VIEW Z ~ ~ ~ 9 'H1 C r'I ; "U" EQUALLY -I SPACED ~ ~ ~ 3" PLAN
H ~ ~ R1 I II I ztsnN O Z ~ ~ _ D r 6 L< m CURB AND. GUTTER C7 WITH CATCH BASIN ON STEEP GRADES
m M Z XISnN i II I IDEwAL I LL~ H 8" )C Z IDiwAL I II r ~ , CDaa B" VIEW WHEN B' X 6" D 5 ' USED IN PLACED ~ n ' '
r1 Cs ~ --/mar-,--+ I ) , ~I N ; 2 D D N N I I V ~ 0 2 I I I rm~~~` z! 1 3 W J ~ T SIDE E • CURB IS srD. srFPS l02 ' OF HOOD ~ _ ~ 8° 6, T SIDE ELEVATION rn
1..1 m v 1. DETECTABLE MANNING OOME9 SHALL COVER 2'-0" LENGTH ANO i 1 I I II / Q J W ~ FULL WIDTH OF THE RRMP F100A AS BHpM ON THE DETAILS. ~ ~ Q m W j ~ 6 SEAT 6„ SECTION MM 1~~ III W
Z ~ m LOA OA ANY COLOR WITH ~I< ~:'M V A 2. TXE RAMP WAY BE YELLOW IN CO p C YI ~ D A iDW CONTRAST MTIO. i I 1 zN 9EE N07E 1,/, V V` V a= U m 77 ~ ~ I , ~ -1,~ - T. J 3 ' 1 1 DEWEY BROS. CH-6N-2000 BACK OF CURB D USE ON FLAT GRADES 2% k UNDER N I BROS. CH-BN-2000 { f-X 2' Z
W H x~,- ~ m D OR APPROVED EQUAL n~~r 11 ~ ~W~7~ ~ ~ ROVED EQUAL - 1(4 BARS "V' ~r-' _ _ ~I8 BARS "w'~ N 3~ B ~ 6' a BARS "U" I 111 Z° 3' DEPRESSED 3' 6` 6'-'+' -
C S ~ p uw WIDm Aw• Is vAauMLE ~1.A 111 ~ W F' Z U Z mW -E z I ? f.l Rt r y - ~ W 1 ~ GUTTER LINE -.~E ~ ~ A T^V-.RR i I
r m f T' _ o o ~ ~ - 2 ° ~ T- D..3•E ~ y Z B 1 ~ ' S_C I„ _ I LI 6" ELEVATION IA I ~ ~ i ~
z p~ D o 0 0 ti~~; - o~ N , a a ~ ~ o ~ _DID'E ~ ~ ~ n ' M ~ ~A a ° 0 0 I f^;, r z H W I I~ A C 119 • NORMAL CURB & GUTTER ON LIGHT GRADES B 6 II
>v H70m - - I ~ Z ~ ~ BEE NoTe_ i ~ 1 . w F" ~ ~ H O - - - E„~ ~ 7, ~ T -s PoP" N - uuvi ~'I X, _ _ 1 ~ I hl ~ ~4 BARS NORMAL GUTTER LINE I D L-x G, 6. 6.. _ "U I ^VER I ~ 27, a
J AA ~ CA099hA_K ry"9. y YI _DA'j]. _ 3EE VJTP '3: / '-7V-______ OO PLAN A Y SPACED ES EQL LL ~ r ''RAD P ~ uS
I~ ?r ~ 9EE NOTEI PLAN ~ - END ELEVATION ~ ' ' „ ' -.1~ 6 I = - - - CEPRESSED I
- - ~ , SEE NOTES L O RfCU+:V55'1, _ _ _ _ 2, 12 17' r 3 io~can ` - - - W ~ WHERE 30" TO 35' PIPE IS USED i~" ~ - ~ GUTTER Lh= I N JJ 3 m SECTION-SS 12'/ 6' ~ 6,, SECT o r
m ~ ~ s" N DETECTABLE WARNING DOMES PLAN VIEW PLAN VIEW ~ i
- - - - - _ ~ A30v_ aayc ow- Ao1vs SHEET 2 OF 4 SHEET 2 OF 4 M'``' 25 ~ RAD-T 848D05 ~ 8: YIH. ~-JOP M::-' (40" YIN. P-009 N:DTH) 9 ° ~ ELEVATON 6'~ B 6 m wax aw . amu a my aide , 1
848D05 A } ~ 0 6,„_ A • ~ v A g" - H
n z ' 6" ~ ITN pYFNDDeS WO pWf00Ff Ud BW J I B J oar " _
~ a. O D F A 5. 2~ - - ~ - - - - - - - - .w' - ~ ' D.us aseD ane Dne Diu D,DU D.ma it ra r-Y r-r Due ~ aeX an.. .eat D.1n Dm1 Dal ' r-•^ : Das Dn. Iro9 w I D.1xe - DDX 0.p5
C7 ~ F }Q ~ 1 Q Ir i N 77 if I.f S-Y '-f f'-9' ] S'-Y ;1 Ot1J OS]I 0950 f%. ~ 1.)11 0.0]1 00e2 D.11] - SECTION XX N, o ~ Sc _ I c I i ra 1 '-r D , o.ur a55e Isr I. n a„3e D1w DDn D.i>s p.ne Y S'-IP k•- 2 ~ ! 9'-ti Ol li as1e. 1.)15 f.la5 0]et OOee O.Im 0]I) - _ Z .t I Y-V e~_IC /V 'I 1f 'I f-1 t - - '-tf Oir 0.1M1] t Sm 1A52 O.m1 5 tX OSII r/~`
H' Z Z~=U (p00 O z D r+ m D fn LL J a~ Z o c ~ S^ SECTION-YY U Z ° H 3'Y 5'-f IT-! l'-Y f 1'-tt' i, Oleo 0X6 2591 0'.11. 0.00.5 0.191 OrOt W sECrION-w ~ W ~ x - - '
r0 I OOyx ~I ~Z~SD WQQO2 D° 0 ~aN
O (1 f U n ¢ C7 SmZ~ I I Hx~Zw
^ 2~0~ NH-wOJ zHor ~ ¢OrHQ ' oDr. a o Fns H
~f~D ~9 ~ Z~> D~ 9 - a~ F"'I
' ! < N ?0 l' w o N O O
Z ~ SIDEWALK ~ ,-yam- SIDEWALK SEE NOTE 12 / ° •
I Gq 4 ' I 9 ~ SEE HC"E . )J ~ 4' 0" (TYP)
• 9q~ - _ t2"R R°
STOP LI'+E « ~ y ~ o _ DEWALK ~DI~ ~ SI 1Q- 1/8" R. I O ~ Z (/1 z WATER METER BOX
SIDEWALK m 9EE ~ SIDEWALK = SIDEWALK ~ NOTE 12 , m w ~ ~ CLEAN-DST 5• ~ °
' ~ SEE z;,y a -O (TYP) ~ I LL l2" ~ ~ R1 = m d (TO BE PLACED ON LEFT A ~ 6 e ' ' ~ ~ A ' SIDE OF WATER SERVICE)
H NOTE 3 = ¢ y ~ SEE NOTE 4 ~ d STOP LINE mo Z 2tn ~ H~ m ~ R/W ~ b R/W
RI 2 a ~ m ¢ ~ C' DEWALK ~ \ 1 A nrml sI , s O
CC>~; A " ONU O!
?J=N MHam ~ M r F C> D ~ 7'-6" CL RB~& _G_UTTER O
C ~ O DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIP. RAMP W J U D PEDESTRIAN CROSSWALKS AND STOP LINES FOA TEE INTERSECTIONS p W Z D 5' SIDEWALK
~ f DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR = W RAMPS PEOES'AIAN CROSSWALKS AND STOP LINES N 3 m~ 0 0 ./6" R. z
~ J (D
mI Z O'. W i ]7 SURFACE OF Z GUTTER r/2'`
i p ~ TYPE "K' SOFT COPPER
JOINT FIL! ER \ / '
C ' a Q . ' 1:2" n a,
~ PROPOSED WHEELCHAIR RAMP ALLOWABLE LOCATIONS ? 'A ' .1 35' CURB & OUTFER STREET IN 50' RiGH7 OF WAY
~'i PROPOSED OR FUTURE 9IDEWALK DUAL RAMP AADII...........ANY SHEET 3 DF 4 SHEET 3 OF 4
848D05 848D05 NO SPLICES IN STREET WATER MAIN TRANSVERSE EXPANSION
P IOINT IN CURB & O~nER ~ m
Z v o~ SEWER MAIN °
~ ~ NOTES; H ~ NOTES: ~ °
r~i' z 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70is CONTRASTING CDLOA TO THE SIDEWALK. i ~ _ NOTC ¢ U )T 9CA00 .+OC7 . i)CONTRACTICN JOINTS SHALL 8E SPACED AT 10' INTERVALS, EXCEPT N THAT A 15' SPACING MAY BE USED WHEN A MACHINE I$ USED OR WHEN SATISFACTORY SUPPORT FOR THE fACE FORM CAN BE OBTAINED z
1 r p m ~ ~ 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. w J a"" Z y OOyx m2 2 4 ~ O y n ~ I 3. NORTH CAROLINA GENERAL STATUTE 136.44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OA RECONSTRUCTED FOA MAINTENANCE w Q Z w = y WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING ° MAY BE ALTERED 8Y THE TOWN ENGINEER TO PREVENT UNCONTROLLED ~ iillllllllll7j
x m D y m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTTES OR ALTERED FOA ANY REASON AFTER SEPTEMBER 1, 1973 SHALL H < O Z x PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE 60TH CURB AND GUTTER AND SIDEWALKS ARE ~ x ~ Z `ON ~ CRACKING. NO_ T,ES' i2A/ SERVICE TO BE ?LACED AT CENTER R ,
Z H ~ PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. w w J ' O O R8 RAMPS ON ANY CURB CONSTRUCTION W O O y Q 2)( TI N JOINTS SHALL BE INSTALLED BY THE. USE OF TEMPLATES m a OF LOT AT R/W UNLESS O'rT.Rw6E . „ ~ O`~ 2)CONTRAC 0 OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS A ~ APPROVED BY iCwv ENGInEEP. "'~E~~~
n ~ ~ z IN ADDITION, SECTION 226 OF THE 1973 FEDERAL AID HIGHWAY SAFETY AGT REQUIRES PROVISION OF CU Z r~ ¢ D D AFTER JULY 1,1976 WHETHER A SIDEWALK I9 PROPOSED INITIALLY OA IS PLANNED FOR A FUTURE DATE. • > ~ H f ARE NOT FORMED 0Y TEMPLATES, A MINIMUM DEPTH OF 1.5 SHN.L o o $ , ,'9 BE OBTAINED. ' Q
I N ~ THE AMERICANS WITH DISABILITIES ACT (RDA) OF 1990 EXTENDS TO INDIVIDUALS WITH ]ISABILITIES. COMPREHENSIVE CIVIL RIGHTS w O z 3)I TH 1NT SEALER. - A - 3)ALL CONTRACTION JOINTS SHALL BE FILLED WI JO _ -
O PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS DN THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL p RIGHTS ACT 0~ 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURP.ENT ADA STANDARDS. I EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND _ _ ADJACENT TO ALL RIGID OBJECTS.
H WN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS a) ATIONS ASS 0 VIDE MHEE'.CHAIR RAMPS AT LOC 4. PRO _ URB AND GUTTER, THE MINIMUM LENGTH ~ ~ a)WHEN REPAIRING CRACKED OR DAMAGED C r_ TO BE REMOVED AND REPLACED ARE 10' FOR FORMED CURB ;9~^N''FN ~N _
I AG DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP -4LE S, ETC. AFFECT PLACEMENT, WHERE ~I I TWO RAMPS AAE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS OF SECTIONS RB. NO SAW-CUT REPAIR OF CRACKS ALLOWED, i l AND 7.5' FOR MACHINE PLACED CU [ Ci i~ O " `O
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. 5) BE 3000 PSI. 721 D i~~ 5) MINIMUM CONCRETE STRENGTH SHALL Tlluullll
' ~ 5. PAY FOR A~~ VARIABLE DEPTH CONCRETE USED FDA CONSTRUCTION OF WHEELCHAIR RAMS 45 CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.) m AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTEP „SED ACJACENT TO DEPRESSED CUAB• (LN. FT.) ¢
Z~ fi. PAY FOR A__ DEPRESSED CURBS ~ ~I, 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, _ABDR, EQUIPMENT, TOOLS ANO INCIDENTALS C7 ~ PRELIMINARY
~ NECESSARY TO SATISFACTORILY COMPLETE THE WORK. Z s MD' q0. DATE DESCAIPPDN ~T` RENBIONS I N D Bt', REV. No, NO 1 1' OR DMWN 61; DESC E
= N r ET. ~ a 2 ^P.AOE F THE SIRE m 8. DO NOT EXCEED 0.06 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TD hE a 0 Q ~ m STANDARD CURB & GUTTER pATEAPPRa2Ep: CONSTRUCTION
' C7 r ~ 9. CONSTRUCT NHEELCHAIR RAMPS 40° (3'•4") OR GREATER FOA DUAL RAMPS. p ~ j ~ ~ D U Sip. N0. A PROVED Br. 3.13 • •
qp = H 10. USE CLASS .8.. CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH hOh~S{ID TYPE SURFACE. J ~ ream a r N.C. RNER GA F NO OW T
O I"I 11. PLACE A %7 EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CUPS AND A9 SHOWN ON STD. DWG. 846.01. ~ ~ ~ C ~ v WO J U ~ m 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, eY'ln . lne ns n e
~ F WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TAAVELWAY WHEN ONE RA)AP IS INSTALLED. (SEE NOTE 17) W xW I rH N = ' r' -Land Develo ment Services Cl~ 11 En meerm p
Z 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR Op THE WHEELCHAIR RAMP WILL FALL WITHIN ~ O THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SD 24 OF FULL HEIGHT CURB FALLS WITHIN J 3 g g 6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
I ~ ruc r.RncSYIAI K uAaKrNE;R ON EACH SIDE Of THE FLARES. ~
i O W S 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIO'h CF 10 FEET OR GREATER IS DESIRABLE. ph: [phone]
15. USE STOP '-INES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS /MPOP'ANT TO INDICATE THE POINT BEHIND WHICH fax: [phone]
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMEN' OF THE STOP LINE TO BE PARALLEL TO THE IITERSECTING ROADWAY. email: [e-mail]
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
I 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM 'RA==IC CONTROL DEVICES (MUTCO) Dra-,vn By: SLS September 14, 200
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE M.'CD, SHEET 4 OF 4 ' SHEET 4 DF 4
848D05 848D05 Checked By: JBE

i
~T DRA~%~INGS
- GARNER, NC
• e em er ~r 14, 2005 SHEET INDEX
. r1 25, 2006

SHEET C000 COVER SHEET
SHEET 0001 EXISI'I~G LO\DITIONS PLAN
SHEET C 100 PRELIMIN~Rl" PL.~T
PUBLIC
SHEET L-1 LANDSCAPE PLAN (BY TONY M. TATS LANDSCAPE
Water Distribution/Extension S stem
ARCHITECTURE, P.A.)
nsents to the connection and extension of the The City of Raleigh co
City's public water system as shown on this plan. The material and T MBfR ~Ri~e SHEET C 120 UTILITY PL ~N
Construction methods used for this project shall conform to the ° z
SHEET C 140 GRADING & STORM DRAINAGE PLAN
standards ands cificiations of the Cit 's Public Utilities Handbook. p Y z
SHEET C 150 EROSION CONTROL PLAN
Cit of Ralei h i ~
Y 9 ~ o
Public Utilities Department Permit ' _ SHEET C 160 LliXORWIND DKIVE PLAN & PROFILE
I ~ SITE
Authorization to Construct: SHEET C 190 CONSTRUCTION DETAIL SHEET
MONABREEZE
I Date: SHEET C 191 CONSTRUCTIOV DETAIL SHEET
LUXORWIND
PUBLIC
Sewer CollectionlExtension S stem
DEVELOPER: BLACKCAP PROPERTIES, LLC
The City of Raleigh consents to the connection and extension of the 547 BENSON ROAD SUITE 102
City's public sewer system as shown on this plan. The material and GARNER, NC 27529
PH [phone]
Construction methods used for this project shall conform to the NORTH
standards and spcificiations of the City's Public Utilities Handbook.
City of Raleigh n/~~~ LANDSCAPE: TONY M. TATE LANDSCAPE ARCHITECTURE, P.A.
Public Utilities Department Permit LV1 ARCHITECT 5011 SOUTHPARK DRIVE
NTS
SUITE 200
Authorization to Construct: DURHAM, NC 27713
PH [phone]
Date:
PUBLIC IMPROVEMENT QUANTITIES
ATTENTION CONTRACTORS PHASE NUMBER II
NUMBER OF LOTS 4
NUMBER OF UNITS
The Construction Contractor responsible for the extension of water and sewer, as LIVABLE BUILDINGS 4
approved in these plans, is responsible for contacting the Central Engineering OPEN SPACE? YES
NUMBER OF OPEN SPACE LOTS 1
Department at [phone], and the Public Utilities Department at [phone] at
least twenty four hours prior to beginning any of their construction. PUBLIC WATER (LF-CITY OF RALEIGH) 185.18
PUBLIC SEWER (LF-CITY OF RALEIGH) 87.28
PUBLIC STREET (LF-TOWN OF GARNER) 176.85
Failure to notify both City Departments in advance of beginning construction, will result in PUBLIC SIDEWALK (LF-TOWN OF GARNER) 144.60
the issuance of monetary fines, and require reinstallation of any water or sewer facilities
not inspected as a result of this notification failure.
veering, P.C.
Failure to call for Inpection, Install a Downstream Plug, have Permitted Plans on the •
UTILITY WSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING
Jobsite, or any other Violation of City of Raleigh Standards will result in a Fine and IVI n In r ee In an c Land Development Services SIDEWALKS AND F,ANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE
Possible Exclusion from future work in the Ciry of Raleigh. FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
6521 ree moor R - oa Sult 2 e 04 ZO4 AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER
Rai e N 2 x613 EASEMENTS ARE -0 BE RECORDED PRIOR TO FINAL
h~ - . 919 844 1321 ACCEPTANCE. _ U N
p TRANSPORTATION SERVICES as
ax: 919 844-1323 x c~ a
rutu u u liu ItJ
email: [e-mail] Dr.com w 3 z
CONSERVATION ENGINEER z Q
wWO 0 I
UJNCD 't
` ww~l D - o~ V w
wmwo

# REVISIONS
i ~
Ex. MH h" Rim 256.59
Inv. In 248.90
Inv. Out 248.70 Ground ~ MH 255.9
~ ;
Zoning: R-40
FHYD WV
__1
I ~
~ ~
~ ~ - - i ~ ~
r
I
~
NF ~ ~ r Existing Building (Typ.) N/F - - ~ - ~ Irving Tabler ~ F,..~ I- - ~ DB 6197 PG 586
_J ;harles Tabler - Tax ID 0204762
y CB 6301 PG 285 Tax ID 0204763 Zoning: R-20 Approximate Location
er Zoning: R-20 Existing Sanitary Sew Existing 8" DIP WL ' ~ I
Easement Width Not Verifie
' Existing 15" CMP I
S 89'36'14" 1468.02' ~ ~
. . Inv. In 278.90 Existing 12" RCP i 278.90 TORREY LANE - - - - - - -
~ - Zoning: R-40 - _ _ _ - - - - - ~ /I I _~-----------Exis~n Private Gravel Drive _ 9
~ _ ~ Inv. qqut _ -
v 60' 4tT~ _ ~ 77.5 t 296.4 ~ ~ ~ - - - 9 Inv. In 277.54 Inv. Ou ~
' ~ ~ ~ lab 277• G1nv. Ou 275.9 .Inv. In 2 ~ X RESOURCE Existing Conc. S 0 0 v. '1n 297:60 /\In
r L C NSERVATION ~ a ~ LJ ~ a BUFFER Existin / Tract Line
„ c ~ 18 CMP
RESOURCE ~ ~ ~ a F""I
IoN ° ~ ~ a i NRe ~ CONSERVAT ~ ~ ` ~
BUFFER ~ ~ a
o ~ ~ 1896 ~ • ~ ~ V1
h I ~ ~ ° J7 ~ ~ > Existing Conc. ~ Existin ~
4 Ex. MH ~ ? _ ~ • a, w ~ I R al Pum House Deeded ROW ~ Slab ~ Met I ~ ~ Existing p
im 255.83 Inv. In 242. 5 ~ ~ ~ ~ _ _ ~ Bld . (DB 5926 PG 906) I~n,v: In 307.84 gJ~ ~ 1'8" RCP
100 , Floodpl n w Inv. Out 242.32 - " m a Inv. Out 307.30 - ~ I -
Ground ®MH 254.5 _ ~ o / / PP oPw_ ~ ~ ATV ~
~ ~ ~ N ~ TELE
/ • I 3 I
Tract Line ' ~ • w ffer ~ EMOVED 1 ~i ~ N
~ / 8u ~ TO BE ~ ~I ~
~ . / ? I ~ N ~T o'' I o
iv ~ NRB ~ ~ ~ ~ ~ I I ~ ~ ~ ~
I ~ y~ Existing Building (Typ.) ~ ~ ~ _ U~ n L_~ zm
' ~ ~ xistin~ 3 N a~ ~ ~ ~ 1 0' E . 9. 5 / ~ ..Wetlands. I ~1 ~r Q ~ n ~ PJ h
~ go44er ~ .4,,394 SF Zoning: ~ ~ _ _ Existin Building (Typ.) ~ ~ Q ~ 9 ~ ~ 00
I o _ ~ 3 ~I ~ ~ i
u ~l ~P ~ Z
i--- ~ ~ m ~ ~ w Q
c°'~ " v < r° ~ RESOURCE . / ~ / _ . i ~Q
N~ ~ o ° CONSE~ATION ~ _ _ . xN ~ Y a \ V v ~ ~ a ~ ~ BUFFER ~ ~ \ ~ ~ ~ _ _ U
N \ p W U ~ Tract Line TO BE REMOVED ~ - - - - ~
~ / , \ ~I ^ I ~
~ ~ ~ ~ NRB , ~ . I I ~ ~
~ j Existing 1 Story I L -
1 Manuafactured Home ~ - 450.60'.. -
Zoning: _ N 89'28'27" W 395.08'% N 89'26'37" W 89.91' ~ ~ ~ ~ 89'36 02 W ~ ~ ~ ~ W End 5' Canc. S h ; W
R-20 ~ " W 200.00' N '27'43" W 60.00' N 89'27'43" W 66 88'~ ~ ~ ~ RON PI E FOUND '2743" W 212.37 N 89 27 43 N 8 9 - and 30" C&G (Standard) I ~ tin Street Li ht E,xis g 9 M"", rI ~ ~
IRON PIPE FOUND N ~ ~ ~ w? i' ~
End 5' Conc. SW ~ Standard ~ ~ I I
and 30 C&G ( )
3 i N ^ I
i I Existing Water Valy Z ~ ~
Private Open Space I W 3 ~ i ~ ~ 0 i ,
~ ~ ~
o. ,il ~ h. oxim to Location ro o ~ i AP.Pr. q. ~ v ~ ~ ~ w~, ~ ~ Existing 8 DIP WL
~ ~ rn° ~I ~ ~1~ ' f Zon~no. ~ ~ ~ . I
R-20 ' °i ' ~ Existing E 0 Existin Breezeway Subdivision 9
~ Existing Breezeway D~~~~~~s~o~ Top Ri 272.29 58 ~ Shelf Pro ect Side) 265.72 BOM 200 i o BOM 2000 PG 18 Inv. Out 2 5.21 Zoning: f BOM 2000 PG 1858 I Zoning: R-15
u Zoning: R-15 `~Ex. -.MH
~ I
~U ~ Ex. Sanitary O
~ ~ Sewer ~ In
o L
U i
~ ~ ~ ~ ~ Top Rim 273.50
Inv, ~n 263.70 Ex. MH X10\.~BREEZE `~",~Y Inv. Out 263.50 ~s _ ss -
3
- i h~ 1
c o
Ex. MH FHYD
~ Rim 254.26
inv. In 239.46 ` i Inv. Out 239.26 I I
Ground 0 MH 251.7 ~,~~iiu~~~~,~
~ CARS
. ~i ; o 'FESSi • . 2 ~o ;9
; Q -
\ ~ L =
= z " 0 ~o . ci'.
GRAPHIC SCALE 9''•F cINE~~' ~
' , 200 j ~i ~0 Q 25 50 100 D B
50 0 i~~~~ a ii~~~~~
PRELIMINARY ( IN FEET )
5o ft. NOT FOR 1 inch
CONSTRUCTION
rln ee In n ns e
' velo ment Services r meerm -Land De p CIS 11 En g
g '~~?1 Creedmoor Road -Suite 204, Raleigh, NC 27613
6~ ph: [phone]
fax: [phone]
email: info @edensengmeermg.com
LDr~~n EN: SLS September 14, 2005 cool
Checked By: JBE

i
l
# REVISI ONS
1 ROAD REVISION - 10/26 05
_ /
2 STORM EASEMENT - 04/25/06
~aniny: R-40
I I
N/F Charles Tob'~e~
D13 6301 PC K~
'Tax ID 02C'~o: h N/ ~ ~ Irvin: -ac-er ~
Zo DB ~7 p0 ~86 ~ I
~ ~ Tc.~ ~u 0204,2 ~_r~;g: R-20 ~ ~
I
%oninq: ;-4Cr
- -
y s.. . ~ ~ • _ x, ~ ~ ~ ~ a _ ~ ~ ~ ~ ,rte ~
~I - ~ ~ ~ ® ~ ~
RESOURCE / ' ~ a ~ NSERVATION / ~ / ~ I ~
c • • P''~TO~ R / ~ ~ ~
~ 50' o oc ~ ~ ~ / ~ ~ / ~ .RESOURCE a ~ o} ~ ~ / ~ 1 ~ I
CONSERVATION ° ; ~ Q / / ~ ~ ~ / ~ ~ ~ ~Q ~ ~ 16,245 SF ~ / ~
~ BUFFER w, ~ ~ ~ 0.37 Ac. / ~ ( \ / 17 ~ t~_W ,
i y ~ ~ 1896 c ~ \ 15 ~ ~ ' ~ ~7 PRIVATE OPEN SPACE ' o \ 1 / 18 630 ~ Q Q _ . s M"'~
TO BE MAINTAINED ~ h \ ~ 14130 _ SF ~ x . SF , - - / / I
BY THE HOMEOWNER'S ~ I 0.32 Ac. ~ ~ 0.43 Ac. 0. Q, \ / / ' x <
ASSOCIATION ~ \ AR = ` / EA 2.87. C k ~ j
~ ~ • 100'• Floodpl n 50 ~ \ ~ ~ I
GREENWAY ) ~ \ _ ~
. EASEMENT 20' RUBLI ~ ~ • ~ ~ C STORM EASEMENT '
, I • i w
1 ~ / I
I ~ i . / I r.- .
i 5~,._._ . ~ . i ~ ~ ter . ~ , . , -
~ ~ ' ~~~f • 4r~ II ~ /I I • - ~ I - PEASE - _ .
• ~ • _ _ - PREV)JUcr YAPPROVED
• END TREE ~ ~ ' - -
PROTECTION ~ ~ ~ ~ ~ ~ ~ ~ g F~I~ELINE ~ I~ _
R-20 / ~ _ / Existin~ ~ i
~ k ~ ~ ~ ~c''°~. J~~ 'Netlands_ N
o ~ 35' B B ~ ~ ~ Q ~ ~ ~ , ~ WC RAMP I ~ N~ ~ i o
x~
• n~_-r - i i U~ ~ I zm
c ~ v a ~ CON`r=- ~ - - - ~ p ~ q / - ~ ~ - Y is ~ ^ ~
• ~ ~ I. I ! 5' SIDEWALK ~
o ~ ~ \ 14 ~ ~ \ ~ I ~ 60' W (TYP , ~ ~
~ _ ~ / ~ . - - • • • I 17,006 SF ~ ~ . \ ~ i W I ~ , ~ ~
I 0.39 A \ ~ ~ • t ~ ~ c. > N. : i
q BEGIN 'REE j ~ ~ > - PROTECTION I ~ V ~ ~ ~ ~ Q I ' ~ ; ~ ` ~ Q+ ~ I C
I FENCElINE ~ 3C" C&G ~ J I 1 \ ~J, I ~ > . I _ ~ ~ T
I - - - I ~ ~ - - - II x x , _ ~
~ - - I, ~ . , ~r ; r
_ _ III ~ ~ ~ ~ ~ ~ ~ ~ i 1 /~1
_•d 30" _ _ _ _ ~ _I I N l .
n I-3I~~ - Z
Private Ooen ~aace ~ - Z - ~ is ~ I ~
N I M--~~ I
3 ; ~ ~ II I I
i I ~ II
I = i ~ i I I ~ I ~
- 1 HOM 2000 PG
_ ~ Itl III
Existing I Existing ';,~b~ ~ i
I ~ BOM 20; ,...on
Zoninc: ~~I,; - Zoninc: ~ III ~ ~ '
I_ ~ i z
~ I III c
~ ~
~T1 a
w
\1ONABREE7_E w ~

0
0
UTILITY INSTALLA~ ~ _ , TNEK v JL
SIDEWALKS AN _ FACILITItS INCLUDING D HAN~~_- ~AM?S ARE TO BE CONSTR
CONDITIONS FOR CONDITIONAL USE DISTRICT SITE DATA TABLE ON ALL STREETS AS 5~~~ Rv UCTED
FACILITI ~ CITY CODE. THESE ES HAVE BEEN ~VEC BY THE CITY r
1. EACH HOME WILL HAVE A MINIMUM OF 2,600 HEATED SQUARE SEE'. PROJECT: BREEZEWAY WEST, PHASE II AND SHALL BE SO IN T- _ - C RALEIGH S ~ UNLESS A CHANGE IS
OPEN SPACE: REQUIRED = 1.15 AC (10%) 2. EACH HOME WILL HAVE 2-CAR GARAGES. SITE INFORWTION: JURISDICTION: TOWN OF GARNER AUTHORIZED BY WRITTEN ~~PRCVAL. Pll ~
EXISTING ZONING: R-40 , R-5 C-?9 PROVIDED = 2.87 AC (257) EASEMENTS = BLC SANITARY SEWER ARE TO BE ?_~CRDED PRIOR TO FINA~ ACCEPTANCE. CARO
3. EACH HOME WILL BE 3 SIDES OF BRICK AND/OR EXI ( STING USE: VACANT STONE OR A COMBINATION OF BOTH. PROPOSED ZONING: R-15 . ~i
(CU) IMPERVIOUS: HIGH DENSITY OPT PROPOSED USE: RESIDENTIAL ION SIGNATURE :QF '•9
4. UNIFORM MAILBOXES WILL BE USED FOR EACH HOME. WAKE CC. PIN MAX ALLOWED = 357 1700748437 PREVIOUSLY APPROVED PHAS I = i
1700741451 E 98.88. SF (2.27 AC) 5. GABLES MAY BE FACED WITH HARDIPLANK (FIBER CEMENTI PROVIDED WITH PHASE II = 7 SF 0.69 AC .27 Ac CHIEF ENGINE _ ER_ 2 3
PHASE SITE AREA = 5.70 AC TOTAL = 128.956 SF 25.83 % ( ) OR OTHER ASTHETICALLY PLEASING FIBER CEMENT PRODUC' P " 'I i~ ( y-•. ~ Z1 ~
TOT~t ~ S T_ AREA =-5.76 AC AL °R,4C, AREAGE - 11.46 AC NOTE: PHASE II BASED ON 5,270 SF IMP/.OT FOR DIR. OF •'•FN F,~`•' PUBLIC UTILITIES- ~'•..!NE.. ~N,~
NOTF: ' CG-YR FLOODPLAIN EXISTS ON S LOTS 14-17 aROJEG' S WITHIN THE LAKE BENSCN CC~SERVATION DISTRICT CLIENT INFORMATION: BLACKCAP PROPERTIES, .C. ~ B. E TRAFFIC ENGINEER
MR. PAUL CAPPS, MANAGER
GENERAL NOTES MR. cHAD eLACKMON MANAc ER LCT INFORATION: PROPOSEC ; _OTS = 4 547 BENSON ROAD SUITE 102 CONSERVATION ENGINEER _ PRELIMINAR '
I NOT FOR
MINIMUM _C" SIZE = 14,522 SF GARNER, NC 27529 1. THE TOWN OF GARNER'S UNIFIED DEVELOPMENT MAXIMUM ~0" SIZE = 18 8 F CONSTRUCTION
ORDINANCE CONTAINS DEVELOPMENT STANDARDS FOR AVERAGE SOT SIZE _ ~ 46 S PH [phone] 16,805 S~ ENGINEER: SINGLE TFAMILY,AND MODULAR HOMES; PLEASE F~FN4 FNGIAICCl71Alr o
n v~ n ~ _ _ _ _ ~ Tl ! `I
r<trtrt u Z:)tUHuN b.t3. xidAGKS R-15 ZON_NG: ATTN: ,ARROD B. EDENS P.E. 1.t1C:11kJ 12 I1 incerln r
2. INSTALLATION OF TREE PROTECTION FENCELINE ALONG FR ti CREEDMOOR ROAD -SUITE 20a GRAPHIC SCALE ,
THE NEUSE RIVER BUFFER WILL BE REQUIRED PRIOR S D 10' ' RALEIGH, NC 27613 TO ISSUANCE OF A BUILDING PERMIT FOR REAR: 25 PH [phone] Civil I-Ai ineer' g In - Land Development so o zs 50 i g Services
INDIVIDUAL HOMES. CORNER: 25' FAX [phone] °D zoo 6521 Creedmoor Road - Suite 204 R aleigh, NC 27613
MAXIMUM BUILDING HEIGHT = 35' EMA L info®edensengireerin9.com ph: (91 b i4-~ 321
fax: (9'., ti }-i-13Z3 ( IN FEET) email: a ford ed
ensengmeermg.com 1 inch = 50 ft.
Dran-n B : SLS y
i September 14, 2005 Checked By: JBE C100

_ _
# REVISIONS
1 ROAD REVISION - 10~26~05
2 STORM REVISION - 04~25~06
i

i
I my i I I I
~ ' I
~ _~n~'~es Tabler . __J!er
23 6301 PG 285 ~-Ex~sir,g Sanitary Se;,e~ "ax ID 020476' c ~ ~ _ .
Ecse^~~ent Wiath Not Verifie Zoning: R-20
Approximate ,Location
Ex~shng 8 DIP WL ! ~ ~ I'
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. ~ v a ~ NSA , -OV / / L .,C
Q ~ ~ BUFFER \ \ ~ / / _ _ / x~ - ~ ~ III ~ ~ ~ ~ I ~ ~ ~ ( I ~i~ ~ I / ~ ~ y, ~ ~ ~ I ~ a I ;
~ RESOURCE , ~ ~ ~ \ \ ~ ~I ,9 , ~ , ~ ! ~ I :rr~ I I ,z, I
CONSERVATION ~ ~ ~ ~ ~ $ r .r \ ~ - IZ ~I ~ _ ~ ~ I I I ~~I I
BUFFER ~ ~ ~ Q I ~ ~ I ~ I i~ oa.~ ~ ~ ~ I )369 SF ~ ~ I `'F I ' 15,ur~0 SF r ~ 15,05? SF ~ ~ ' `i 035 SF - ~ 15 53C SF I I '
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Rim 255.83. > ~ WM (TYP.) _ ~ ' ~ r ~ ~ In 2 2.75 ~ / ~ i , v In 4 V _ 1 :I ~ ~ ' ~ ~ I , I 'i E' 1 / I, , I E
Inv. Out~242,32 100 f ,odplaln 5Q ~r / I - - --'I I L----~-- - ~'I I~ i1 I ' I ~ I I
Ground ~ MH 254.5 ~ ,,REENWAY I / ~ ~ EASEMENT I 20 BLIO ~ . ~ ~ - I 1_~ ~ i ~ , ; \ ~ I
9 I STORM EASEMENT; _ - _ _ I r m. _ ~ , ~ / _ ~ I I J ~ - - ~ ~ ~I - ~ ~ ~ ~ - _ I
r ~ 1 N j ~ l ~ ~ ~ ~ - _ . ; ~ - - . _ - - - ~ I - -
- . _ I I 24,068 S ~ , ~ ' I ,I , - ~ ~ ~ !~.55~Ac. ~ ~ ~ . A,
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_ _ - I Buffer L ~ I ` ~ ti ~ r ~ r ! ~ ~
I , - _ ~ - i , I PREVIC PREVIOUSLY APPROVED 1 ~ R j ' ' 1 \ OAD A _ _ _
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_ _ - - - w _i « = x~- ~ ~ ; ~ of i , ~ ~ ~ ~ ri , ~ I ~ ~ ~ I I x~-- o-~' -r - . .
i _ _ _ End 5 Cona„ SW ~ ~ I ~ ~ , ~ ~
and 30" C&G (Standard) i ~ - LEi 'Ejeisting Street Light GRAPHIC SCA „I ~
~ ~ I ~ it
I 1! Q ~ ! , ONNECT TO Q o ~ EXISTING WATER MAIN 50 25 50 100 200 0
J I Existing Wate~ Valv z V FR T 45' ANGLE. MH 7 SER ICE OM LOT 14 TIES A ( ) O~/~
3~ ~ 8" PVC SS VL
c v ( IN FEET)
x' O - ApDrCX~"' CG',~C Ex S` V„ J vl'_ 1 inch = 50 ft.
NOTE: PLOWABLE FILL BACKFILL MAY BE REQUIf MAY BE REQUIRED AT UTILITY
CROSSINGS WHERE A UTILITY TO BE INS; LITY TO BE IN~';ALLED CROSSES
I! `oc Rim 2?229 Sre~` ;?rope^t Side) 205_'2 UNDER A PREVIOUSLY INSTALLED UTILITY STALLED UTILITY. x
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~ I Ex. San''
I Top Rim 2'3.50 ~
n~: IoU ~ z 3° o EX. MH MONABREEZE WAY
ss - ss - 60' RAW (PUBLIC)
~ GENERAL l =NERAL UTILITY NOTES
UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING
1. ALL CONSTRU( ALL CONSTRUCTION TO CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH UTILITIES SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED II„Il u,,,, ( ) ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE
j STANDARDS AP STANDARDS AND SPECIFICATIONS. V BEEN APPROVED BY THE CITY OF RALEIGH CAR FACILITIES HA E 0~~ ,
2. STATE WATER AND SHALL BE SO INSTALLED UNLESS A CHANGE IS Ell ~ ; STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF RALEIGH ENGINEERING AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER ;~OF 0 ,
AND PUBLIC N AND PUBLIC WORKS DEPARTMENTS SHALL REVIEW AND APPROVE THE CONSTRUCTION CORDED PRIOR TO FINAL Q
DRAWINGS PRI DRAWINGS PRIOR TO SUBMITTING THEM TO THE STATE FOR APPROVAL. EASEMENTS ARE TO BE RE ~ / _ ACCEPTANCE. ~ . = 73
3. ALL NEW SANI ALL NEW SANITARY SEWER MAINS ARE 8" PVC UNLESS OTHERWISE NOTED. RE I ~ 1 ~ °b SIGNATU ~ Z j'
4. ALL SANITARY ALL SANITARY SEWER MANHOLES TO BE 4' IN DIAMETER UNLESS OTHERWISE NOTED. CHIEF ENGINEER ~ ~
U B.
5. ALL NEW SANI ALL NEW SANITARY SEWER SERVICE LINES TO BE 4" PVC UNLESS OTHERWISE NOTED. DIR. OF PUBLIC UTILITIES 'll'I'
j 6. MINIMUM PIPE MINIMUM PIPE SLOPE FOR SANITARY SEWER MAINS IS 0.50%. TRAFFIC ENGINEER PRELIMINARY
7. ALL WATER SE ALL WATER SERVICE LINES TO BE 1" TYPE K SOFT COPPER UNLESS OTHERWISE NOTED. CONSERVATION ENGINEER NOT FOR
8. PLOWABLE FILI PLOWABLE FILL BACKFILL MAY BE REQUIRED AT UTILITY CROSSINGS WHERE CONSTRUCTION
e i ini irv rn D I ITII ITV T(1 RF It`ICT~I I Ffl ('R(1CCRC I I~If1CR d RRRl/lrll ICI Y INCTGI I Ffl I ITII ITY _ ~
Edens Engineering, P.C.
Civil Engineering - Land Development Services
6521 Cmedmoor Road - Suite 204, Raleigh, NC 27613
ph: [phone]
fax: [phone]
email: [e-mail]
Drawn By: SLS
September 14, 2005 C120
Checked By: JBE

I
# REVISIONS
I 1 ROAD REVISION - 10/26/05
2 STORM REVISION - 4/25/06
~r
~ N/'r
I ti~ -acler Irving Tabier
_v 8~0` ?G 285 LB 6197 PG 586 I I ~cz ID 0204;'62
I Zoning: R--2C. ' ~i
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_ _ - Ezis~ng CMP i I ~ i
j~ ~
~ ~ - _ _ , . + ~7 ~ ~ ~ ~ .42
~on6ig: R-40 __,280 - ~In:~cxln 278290 < ~!n 27890 ~ ~ z = < ~ - < < E 'sting 12 C - < < < , < < ~ l I I~
~ _ - . % ~ X % X % _ ' p
60 - ' ' ~ Iri > Out
RESOURCEI ~ ~ ~ ~ ~ i 7.40 . no. t 275. 9 In~:~ n .2 ~ ~ i / C NSrRVATION, ~ ~ ~ ~ 2 _ I 9 Ins: n .2 7. ~ ~ ~ I v u 6 43 r I~ In.Ot29. ~ I
~ I ~ ~ SUFFER ~ i ~ ~ c ~ ~ ~ - ~ 6 ~ I_ ~ Inv. 29.7:60 ~ M L, i ~ I 13 00 ~ '
50' " a a ~ ~ ~istin _ ~ Al MP N ~ I i ' ~ i ~ ~L ~ L I!~ ~ 0 , ~ ~ 1 I ~ ~
RESOURCE ~ ~ ~ ~ ~ g ~ ~ I ~ ( ~ i' ~ ) I; I
BUFTER ~j~„ I' _ ~ U hRe H i ~'I
ti ~ ~ Q'' ' ~ ~ ~ i
~~C ~ r. , ...i k 1 h ~ I
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~ ~ i ~ I 3' SHOULDER WITH i ~ ~ ~ 3:1 FILL SLOPES I ~ ~ ~ I I ~ f I I I, I~~
1 lood I n 50 ~ _ tin ~ AROUND I j rV ~ I i ii i, ~ ~
~ 00' P GREENWAY - - _ t~~~'~ I ~ _ DE SAC-T0 i i oc E 20 PUBLIC - _ - U~ _ ~ ~ ~ I ~ EAS MENT I MIN MIZE STREAM Ir I rn ,,1 \ ~ ~I ~i ,i
~ , ~ ~ ! STORM EASEME IMPACTS ~ I I~ ~ i ~ ~ ~ . x A ~ ~N rn i I , .
I I ~ . / _ ~ i ~ / a ! - v. . Y r
. ~ 52' PERMANENT " ~ ~r 1 / _ _ f, ~ _ _ ~s- _ _ - - - - ,
~i FES ~ . LEVEL SPREADER : JB ~ 6 _ _ _ - _ , ~ ~ ~ , 265 J = ,,P 1 j ~ ~ i I PHASE I ~ ~ _ ~ ~
CAF ELEV 253.00 ~ 2+8 .5a _ I ~ . I ~ a,-~ - E ~ ~
. M+~'"" CB 12 PREVIOUSLY APPROVED _ A R0~1D ~ ~ 1 9~. r~:3.:T. . > y ~ _ _ ~ ~ - ~ ~ ~
~ r.,R~ ~ ~ ~ 1 1 SETTLING ~ . ~ I BASI - \ I END TREE ~ ~ _ i - - - ('Q`! sZ
" . _ _ I, - ~ ~ O ~ ~ ~
PROTECTION • FF ELINE ~ RCP ®5.7~ ~ ~ E in9 \ ~ ~ ~ 1 ~ ~ U
Zcciiu . ~ ~ ~ ~0 CROSSING HW 7 etlapG~.1 \ r R-20 I TW: .50 ~ HW 8 k . 4,1394 •S l i\ L~ i i ~ ~ '_f ~ I I ~ 11' n
v TW: 26~r60 ~ ~ ~ ~ ~ X B 25 .8 ~ ~ ~ W' '256.83 ~ , i a ~ i i
~ ~ a ~ I I v a r ~ ~I ~ I ~ ' I j ~ i ~ 1__ 111 00 ~ z ~
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~ ~ x a CON~~ ~ ~ v Q ~ 265 - \ \ ~ \ o ~ r \ - 1 ~1 ' ~ m t ICI ~ V Q
' v. a ~L.. ~ ~ ~ ~ I\. ~ i v q, / - - i i 1~ ~ ~ i I~ I I I ~ ~ it ~ _ ; I ~ I ~ Q
~ ° ~ ~ _ ~ ~ ~ 266 ~ IN TALL CONCRETE ~ ~ A \ r~/ ~ I I ~ ~ I 1 ~ > ~ I' ~
- _ _ i ~ _ S J ~ 'in _ ~ I HEADWALL AT ~ 1. ~:1 i I I I~ ~ I ~ ~ 11
i ~ ~ ~ ~ ? ~ 6~ INLET AND OUTLET ~ ~ ' ' I ~ 2 ~ _ BEGIN TREE , CF CULVERT. SEE _ ~ V ' - ~ - - - - - - - I I ~ ~ ~ ~ I I, - - - - ~ ' - _ I i„ ' i ~ ~ ~ - - L ~ ~
Zoning. PROTECTION ~ @ ~ DETAIL THIS SHEET ~ ~ _ ~ II
~ R-20 ENCELINE ~ 26e ~ ~ _ ~ , D ~ ~ _ ~ of ~ la; N °I I ~
- - . x x ~ - I ~ ~ ) ~ ~ 1 Q 00
~ , ~i! 11+00 W ~ End,5 Conc. _~"i ~r ~ , l I~ I 1 i. I'
n - o ~ _ - and 30" C&G (Stone^~c i ~ j - ~ 1 ~E~isnnq great Lli~ht i~
~ i ~ I I ,~'i Q ~~I''~ I
I - ~ i W
I ace v OenS J Pnvate
~ I P p I~ ~ ~I, i 3m I
I I x a I ~ ~ ~ _ , ~ I i ~ j F..~ i
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I m Existing Breezewa ~ ~ ~ - ~ ~ ~ I I i!, ~ I
o r=~, ~x;s:.. BOM 2000 PG 1._- ' ,~00 _ ~i Zonin,: -~5 ~ BOl' ~n~s:~~c ;reezewc, _~..:~sc~ BO;' ~~,'~CO PG 159
i ~ - I i i Zon.~~c: ~-15
u I i
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o ill w
m m ~ O
~v u, _
MONABREEZEWAY W
~ 3 ss - ss - 60' R~W (PUBLIC)

~ O
_ ~,o P
SPREADER LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL ~P JRBED SOIL ~ _ ~ s F~~a~~°~
TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE TH OF THE - ~ ~ 5E ~
~ SPREADER. PROTECT IT WITH AN EROSION RESISTANT MATERIAL SUCH AS SURGE STONE TO PREVENT EROSION, TO BECOME MATERIAL _7,~ ~ OME ~ ~ ~
R ~ _ _ ~ - ESTABLISHED. " Y w_ti-~ ~ . Y I
- A Y Y r W 1 ~ !k#' A Y ~ ~ ~ GENER LL ti ~ ~
SEE DETAIL ON SHEET C160 INLET RIM INV. IN INV. CUT Ov"SET piPE OUTLET AREA THE OUTLET DISPOSAL AREA MUST BE GENER LL ~I FOR NCDOT STANDARD HEADWALLS SMOOTH AND WELL VEGETATED WITH A MAXIMUM SLOPE OF 10%. OF 10%. v'~ , - ~ ~ k~
HW 7 - - 1256.OC - VEGETATE ALL DISTURBED AREAS ~ ~ ~ ~ v ~ ~ 4.~
> y ~ ,r- ~ r~G ~2
HW 8 - 257.00 ' - ~ 56.98' - 36" RCS ®1 ?6% CONSTRUCTION SPECIFICATIONS _ ~
FES 9 - - 257.00 - F 1. THE MATTING SHOULD BE A MINIMUM OF 4 EET WIDE - ~ ~ ~ ~ ~ y~'° 6 y ~ , E Y~ Y ~ a
63.00 7.43 73.00' - 15" RCP ®0.60% EXTENDING 6 INCHES OVER THE LIP AND BURIED 6 INCHES JB 10 2 257.53 25 INCHES ~ ~ - - y ~
DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. CB 11 262.30 257.98 257.88 35.00' - 15" RCP Q 1.00% THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT 'CUT ~ STABILIZED
EXISTING CHANNEL SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY LY ~ ti ~ ~ .LG SLOPE 6 ~ CARS ~ . VCHES LONG. yr-_,~- 4 0 ,•~FESSI ~
~ GRADE CB 12 262.08 - 258.58 60.00' - 15" RCP ®1.00% SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES LONG. I ~ i _ - ,i ~ ~
~ 36" RCP i 2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING M SPREADING _ _ _ ~ ~ ex~~,` - _ STABLE ~ ~ _ _
I - OF STORM RUNOFF. uNDlsruReEO ~ ~ GRAPHIC SCALE ~ = 5
\ ~i / 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. . ~ OUTLET AREA e '`~E ~ vti' S01L. ' ~ I p' ~ , c~~. 1, 1' ' zoo ' -9'.,F F~:•~;' ~ ~ ~ `i-,~ 4~~ f 1 ~ 50 d 25 50 100
12" (NOT ON FILL) GINE,. ~;i ~ ~
INVi IN _ A 'I,i~ 'I i ~ D E THE ~:,r$ ~ l i ~ h~ ~ i~~
- - - - - - - - LEVEL SPREADER CHART 4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE - 257.00 DIVERSION CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH ~ N~'1 a: ~Y~e~ ° V ~ ~~~IIII II~~~~ WIDTH :y, ~ F ~ ~ r IN FEET
AND DEPTH OF THE LEVEL SPREADER. ~ ~ti}, ( ) _ ~ ~ 1 inch = 50 ft.
SPREADER TOP LIP LENGTH WIDTH 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY PROPERLY / ~ PRELIMINARY
I ~ STABILIZED SLOPE, NOT TO EXCEED 10%, MAKE SURE THAT ELE (FT) (FT) _ THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM E THAT - ~ ' T FOR _ ~ NO FLOW FROM Y i 3 ELEVATION POINTS ON
i CONCENTRATING. ~ ' : SPREADER ALL AT SAME CONSTRUCTION
H EADW,A~~'~~ DETAI ~ ~ 253 52 ~o ELEVATION (TYPICAL) TELY SEED _ ~
NTS 6. IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE LEVEL ~ neerln .EVEL n n 1 es y~ -
SPREADER.
Ci~~il En ineerin -Land Develo ment Services g g P
fine 1 Creedmnor Road -Suite 204, Raleigh, NC 27613
SURGE STONE LIP ph:j91g) 844-1321
fax: [phone]
email: info ,edensengineering. coin
STAND STANDARD LEVEL SPREADER Drawn By: SLS
September 14, 200
Checked By: JBE

# REVISIONS
1 ROAD REVISION - 10~26~05
i
2 STORM REVISION - 04~25~06
!
I
!
~I
!
_ _
I r, '
~ _ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ . . . . . . ~ ~ ~ . . . . . . . ~ ~ Vii. ~ r ~ - ~ - - - - i~ ~i ~ it i I _ . - ' `
t ~ o ~ ~c ~ _ ~ ~ - - < _ - - s _ _ ~ _ , e "ail ~ 1- - < - - I ~ fi - ~ ~ _ ~,J / i ~ ~
w . ~ ~ _ iT, ~ i, ~ ti, ~ ~ ~ ' _ x -r-- x x - x _ _ - . _ - ~ - x - - ~ - r
C y- ~ - / - - ~~I I - -C - . - - - . - - °1 i i I l_J 1 f ~ ,
\ \ o o RESOURCE, ~ ~ r ~ ~ r ~GN'SERVATION./ ~ ~'I' / / ~ I ' , ~ 'I
a a ~ ~ ~ - ~ ~ ~ ~ U a ~ _ \ ~ - ~ 16 ~ - ~ I
o c ~ ~ ~
RESOURCE ~ _ ° P ~ ~ ! ~ . A ~ o ~ ' ~
CONSERVATION ~ r , ~ .3 ~ ~ i BuFFE ~ ~ ~ ~ a ~ ~ ~x ~ `r ~ ~ ; I
I ~ 15 a v ~ I , i ~ t
! . _ _ ~ ~ ~~.r ~ ; ~ j~ - _ ~ . ' ~ ~ LIMITS OF i ~ { ~ ~ i I ~
~ ~ ~ ~ -DISTURBANCE ~ ~ , ZONE 1 t ~ ~I i I I
~~~I ~ i ~ ~ ~ ~ s
~ ~ r i ~ ~ ~ INLET / ~ ! A ; ~ ' ~ I PROTECTION " ~a i ~ ~`~+1 ~ '1 ~ ~ I I' ~
ZQNE 2 100' Floodplain 5Q ~ fy TYP. ~ ~ ~ 1 ~
EASEMENT 20' PUB ~ ) STORM EA ENT ~ I eF x i~ ~ ~ ~ ~Ca,I~ ~ 1 m, ~ ilk ~ ~ - ~ -
_ ~ ,r ~ ~ : i. f ~ _ - - _ _ - - - 1 ~ ~ ~ - ~ t
~ ~ . ~ ~ . I . 1 ~ _ _ _`4 _ tf;~ r ~ -
~ ~ ~ I ~t I _ , ~ , ~ ~ ~ PHASE I ' u.` ; a i`
r~~ ti SILT FENCE + ~
~ ~ ~ ~ - i - ~ ~ X OUTLET i ~ _ ; PREVIOUSLY APPROVED `n . - , ,P- .-Y ~ , ~ ~ -
F ; i ~ ~ r + (TYP) ~ ~ , a, ' ~ ~ - - r` 3
END TREE \ ~ x . ~ - ~ V ~ ,--~cf ~ ~ ~
~ PROT~C ~ ~ , , E in' ~ , ~ SILT FENC ~ SILT FENCE> ` _ ~ ....9 \ ~ - ~ ~ ~ f i ~r v : ( -
_ OUTLET ~ . / etfand ~ - it ' i !m r - - - ~ - Z ~
4 94 S - (TYP).:" F, ! ~ ~ ' . ~ ~ , -'i!° v . d r ~ ~y~
~ ~ ,i . x I' ~ i~ j I Q_z I' ~
_ ~ ~ ~ o i 60' ~i ~ r~ 1 / _ - I l ~ 1 ~ ~ ~ I : „ , : i
~ A ~ , a ~ o. , . s i ! V ~ i -
a. ~ y ~Q - ~ GONSE;&V'ATION~ t ~ ~ ' , ~ A A~ ~ . i ~ ~ ~ a _ BUFFER - / ~ ~ ~ . , II. I ~,Q ~ G ~ ti I~ C z ~ h,
o ~ ~ \ ~ _ ~ v . ~ z ~ _ iii ~ x ~ ~ ,V -r ~ r ~ 14 ~ ~ ~ ,
v, ~ o ~ I I T FENCE ~ _ ! \ i , ' I i i
g~ _ / ,a. SL ~
~ ~ ~ ~c , ~ ~i (TYP) ~ ! i , l ~ ~ i ~ r ~ _ ~ ~ ~ ~ ~ ~ ~ I i I
~ _ A~' ;1 BEGIN TREE ~ , ~ PROTECTION ~ SILT F~NC~ ~ ' X - _ ~ ~ ~ ~ i l ~ \ R ~ r1 I ~ ~ _ „i 1
` ~ ~ l ` FENCELINE (TY,P) - - - r' , 1 _ _ _ ~ - ©i ~ r d ~ I ~i i ~i t -
_ _ ~~_®x ~ L~ , ~ - ,I~ i
I ~ ~ ~ E~istlny ~ree't l_ighi
~ End. S' Ccnc. SW-f F""'~
c~~ C&G (~t~~^dard) _ I , M.....,
I ~ I~ ' 5'x50' GRAVEL ! o CONSTRUCTION ENTRANCE
~ ~ Z
! Private Open Space ~ J
~ ~ Z D.
O ,..I O
_ ',i I _ ~ i;~
Existir~a Eye z , ~'I _ I I
~ Ex t I ~ 80^~ c;~w PG ?8;~ y II~ BCM Existing Breezev+,y Supdivision BOM 2'.,~ p~ '858
7c.; _ R-'
I it N (j
1 W
O Ui
C7 N
O
TOTAL D I ST = 0.65 ACRES fAL DISTURBED AREA

CONSTRUC~ ~ CTION SE UENCE NSTRU Q
I 1. INSTALL TREE INSTALL TREE PROTECTION FENCING. OBTAIN APPROVAL FROM TOWN OF GARNER.
2. ONCE APPRO~ ONCE APPROVED, SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL
ENGINEER, MII ENGINEER, MIKE COUGHLIN (856-7548). OBTAIN ALAND-DISTURBING PERMIT.
3. INSTALL GRA1 INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT
BASINS OR 0 R MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS CARS BASINS OR OTHE BASINS ~
NECESSARY 1 NECESSARY TO INSTALL THESE DEVICES, SEED TEMPORARY DIVERSIONS, BERMS AND :•~FESSI~ ;
IMMEDIATELY IMMEDIATELY AFTER CONSTRUCTION. ~ ~ '9 ~ Q
4. CALL MIKE C( IKE COUGHLIN FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO _ - CALL M -
OBTAIN A CE BTAIN A CERTIFICATE OF COMPLIANCE. j - 3 = 0 - ®.p,: LE 1r GRAPHIC SCA ~
~ 5. BEGIN CLEARI BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ALL DEVICES SHALL BE ~ 9 ~IN :'p
MAINTAINED i MAINTAINED AT LEAST ONCE A WEEK AND AFTER EVERY RAIN. ROUGH GRADE SITE. ~o0 200 ~ 50 0 25 50 ~D
! 6. INSTALL STOF INSTALL STORM DRAINAGE, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET
CONTROLS, S BEGIN CONST CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. SEDIMENT BASINS ARE TO REMAIN UNTIL NUMBER 8., PRELIMINARY
BELOW. ( IN FEET ) BELOW.
ILIZE SIl 7. STAB 1 inch = 5o it. NOT FOR STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, CONSTRUCTION
DITCH LINING'. DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF
COMPLETION COMPLETION OF ANY PHASE OF CONSTRUCTION.
8. WHEN CONST E STABILIZED COMPLETELY, CALL erln ALL AREAS AR n lne N I COMPLETE AND ens WHEN CONSTRUCTIO S ~
I MIKE COUGHI MIKE COUGHLIN FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER.
9. IF SITE IS AF r np~ - Land Develo ment Services C1vIl Enpp~~Inee 1 p SILT FENCE SEDIMENT BASINS, ETC., b b IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, ,
~r.~:~ occi rinir ReQF eRFec ai 1 RFI~AINING PERMANENT E;K91 r'rPPrlmnnr Rnar1 - ~111tP. 204. Ra Eli 27613
ANU ~t.LU U
EROSION COP EROSION CONTROL DEVICES, SUCH ASJVELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. V N v ph: (919 844-1321
10. WHEN VEGET) WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE fax: [phone]
ENVIRONMEN- ENVIRONMENTAL ENGINEER, MIKE COUGHLIN. OBTAIN A CERTIFICATE OF COMPLETION. email: info 6gi edensengmeermg.com
Drawn By: SLS
I September 14, 2005 C 1 55JO
Checked B : JBE Y

~ # REVISIONS - ..;y
STREAM CHANNEL ~ _ 5' MAX. ~ ~ 1 ROAD REVISION - 10/26/05
BANK HEIGHT V~li _ I ~ ~ GREENYJkY_ - /
IV~MI 49- ~ I14~~ ~ N IVi~I ~ ~ ~ ~ N J` 2 STORM REVISION - 04/25/06 ,EASEMENY Ta ~ _ /
Ali ~ ~ ~ II~I,I ~ , , ~ ~
~ V~h ~ SURFACE FLOW III ~ ~ ; . - _ y ~ ~ DIVERSION ~ ~
j _ ~ o 00 ° ~ ~V~II ~ ~ oa~m a o ~o ~ 't~,d nn" t i $ puiV o ~ ~ g o o - i it i,~,i i. i' @ _ _ - - ~ _
~ ~i ° ~ - 1~
r/
~11 1~~I IpI/ VJ ~ 0 0/ ~ L.y o ~0 0 C ~ C 0 Qo C ~ ~ J ~ • 6~v . l io ~ / o - a ~ ~ ~ ~ RE 0~ RCE ~ ~ ' ~ c ~.o ac o ~ - t _ - I 15
pi ~ .1 `L o ~ COBS ,A ,~N~. ~ , I
~ _ \ ~ Ei \ End 5' Conc. SW /
~ I r ~ _ and ~ ~ 30 C&G (Standard) \ ' ~ V / 2" I 2 r ~ v
y~~ i~iMf \ ~ ~ ~ ~ ~ /
' ~ ~ STONE APPROACH SECTION k ~ N: U
~ ~ 5:1 MAX. SLOPE ON ROAD - - - - 2
STONE OVER a ' ~ /
- - - SS - » LUXORWIND DRIVE, ~ ~ FILTER CLOTH ~ ss I ° 60' PUBLIC ROW ° 8" CABC
o ° 1 , i U - -
- _ _ ~ _
_ - - - - - if
WM TYP.) _ STANDARD PAVEMENT SEC110N li
~ SURFACE FLOW ~ CO (TYP.)
DIVERSION ~ Q
m z ^
ORIGINAL STREAMBANK , ~ ~ ~ ~ F-~ ~ ~ ' ~ ~
i ~ ~ ~ ~ ~ 5' IDEWALK ~ ~ ~ WC AMP WC AMP ' /
~ ^7 I 1 ( ) NOTES: ~ LUXORWIND DRIVE TYP•. ~ ~ ~ ~ ~ ~ ~ ~ ( )
i 1. CLASS BSTONE -MINIMUM DEPTH OF 24" - I :rt. _ 1 '
STREAM IMPACTS - ~ I STONE 2. UNDERCUT FOR STONE P~.ACEMENT D ~ e=~ ~ ' t7
~3. LF STREAM ~4
~C ~ ZONE ' ZONE ZONE ~ ZONE i a,510 SF ZONE 1 ~ 21 1~ 1 2 ENE • ZONE 1 2 ~ H
FILTER CLOTH 3 799 SF ZONE 2
NEUSE TEMPORARY STREAM CROSSING OF • v ~ z
' RIVER CITY OF RALEIGH STD 40.38 ~ FFER \ ~ H Z
NTS ~ D,O.,O~ QQ3 .
• i 1~ ~ . ' ~ r0~1~cn z~x~ R1 Z = ~ SLOPE AS INDICATED ON PLANS H O ~ H ~ D PLACE GROOVE OR / w J
~ ~ A L7 7C -I 9" O O a' 2 z O C7 BELL END OF PIPE G7 _'T1 Z D m TO FACE OF WALL / / w ~ Z w ^
" ~ ~ ~ a¢ s =U00 F-U~Op
LUXORWIND DRIVE -PLAN VIEW SCALE: i "=50' Z ~ r ~ ~ ~ ~1, s ~ f- H O H ! ~ ~ _ I I Zw
~ ~ i O H
CA O ~ , 9 PIPE i as-BARS ` ~
GRAPHIC SC ALE Z N - - - -1- - ~ ~ W O - - '
50 p 25 50 100 200 ~ D I`~ L _ r 200 - - - - -
I
i PLAN 12° I B
(IN FEET ~ ) FOOTING / n ~ IIF coNST, uoINT Is useol DOWEL
~ 1 inch = 50 ft. DO W N Z~ m G M G END ELEVATION BAR-"X" J N
:v~GZi °CZ~w
mr~ ~ ~ ~N~Y = v ~ Hl y W cn
60' ROW 4 35' B-B O ~ ~ 2 DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE Z > o
SHOULDER PVI STA = 11+22.26 C C PIPE SINGLE PIPE DOUBLE PIPE H ~ ' O (n - ~ O _ ~ ~ ~ ~ ~ LOC. pIA, 15" 18" 24' i 30' 36 42° 48" 15" ~ 18_' 24" 30" 3611, 42" 48" Q ~
2:1 MAX 3•.1 MAX I _ I VI ELEV - 267.95 ~ v Z ~ ~ ~ ! BARS iiXl~ nX1i,,1X~~ .,x., ,.X1, ,.X„ Y _,Xyx ,~X„ „X,~ ~~X~~ „X. ~X~, ,~X„ Y~ nXn Y, 0 ~
5' A.D. _ -1.70 ~ W ° G QTY. 2 2 3 3 4 4 5 2_2 3 3 4 4 5 ~ p J d d ~o D ' - f - f _
SIDEWALK ~ - K - 41.18 H ~ ~ ~ - M QTY. - ~ - - - - 2 - 2 2 2 2 2 2 2 ~ H H -J - _ 3
N 70.0000' VC LOW POINT ELEV = 262.80 - m f r ° DOWEL G QTY. 2' 2 3 3 4 4' S 2 2 3 3 a a 5 O 'Z a~ J 262.80 L - _ ° ~ ---?r TOTAL LBS. 9 ~ 9 14 14 19 55 65 '2 ~2 ~9 !9 23 77 ~-g2 Z ~ W
N LOW POINT STA = 12+51.81 ° = 12+51.x1 ~ n ~ ~ oPnoNAL coesrRUCnoN LoINr ~ ~ Z J ~
NN PVI STA = 12+39 TYPICAL ROAD SECTION - LUXORWIND DRIVE N~ PVI ELEV = 262.23 12+39 ° O g _ _ ~ W O C ~ H DIMENSIONS AND CONCRETE QUANTITIES = O 262.23 ~ ~ ELEVATION uslNC coNCRETE PIPE - vzj W O ¢
32' B-B ENO N ~ A.D. = 7.24 7.24 N - - - - - H = ~ DTI N ~ _ COMMON DIMENSIONS SINGLE PIP DOUBLE PIPE J W ~ ~
NTS x~Z ~ ° K = 10.00 wo!_ + ° m~ z O D ~H 6 G T 5 L YD3 M~ L YD3 C7 ~ Q c
72.3630' V i 'IE INTO EXISTING _ ~ ~ _ C ~ N ~ ~ 15.. 31 31. 1'-6" 2'-9" 21/q' 9Lp 5' T 1,0 w ~ z ~ ^ ' ~ -6" 0.7 2' 2" 8' - Z vc r
DRIVE AT 3.20% vi ~ N - 18~ 3 71 1 110 3 2l' 2 " 10 6'-4° 1.0 2~ 7- 8 1,3 O I / ~ m - - ~ - - " V L 24" a-2 2-1" 4'-0 3 1C 6`0" 1.5 3-0 ~.•~-5~~ 2.0' ~ w
U > f` N > 0] ~ cC 3D~~ 5'-D° 2'~6",4-7" 4~' 11~~ 9~-2" 2.3 4-3 '3 0~ 3.1
m + to I ~ N N, O 36° 5.6° 2'~8" 5'-611 43/q" 11;x" 11' 0° 3.4 ' S'.0° t6 p" 5
W N O 00 ~ 42" .61-21' 3' 1"I 6' 4" 5L4° 111° 12, B" 4.5 5'-10'. 16 6.- 6.0
t ' O N O 4B" 6 ~9' 3~-5". T 2" 5~'a' 11Nz'~14'-4"I~ 6.0 6'~8' 21 -0" 6.0 N ~ SHEET 1 OF 3
I' 270 \3209,-_ ~ R _ _ _ ~ W N, _N R } (D r W N N + ~ 838 ~ 01 'SEE SHEET 3 SHEET 1 OF 3 N N 838.01
k (!1' U
m ~ w ~k~St • r~ m' U > 8 ~ U ~ U >
pip 9 ~ ~ w W ~ W( > W W
--r-- < °
- ~$~4 _ _ _ - 0 ~ ZO -H H U O
8" PVC l~ c P i ~ \ ~ r ~H z QQ (1~ O W
' ! p GENERAL NOTES: ¢ 3 . o ~ ~ D~T1.~,rfA N[C~U
~ % ~N ~ ~ 2, ~2: qo ~z~=D CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". of°=z
~ ~ ~ I~ ~ ~ ~ ~ =ODnm; Op ~1zD n n n WQZLLZ _~oO PLACE 2 #6 Y BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 QU~p~
260 ~a ' ~ ~ z~vr-1 AND OVER WITH A MINIMUM OF 3 COVER AND A LEN T ~=~z'~ ~ . p~ G H OF 6 LESS THAN w
~~z ~ ~ 45' BE (TYP) ~ w o 45' BE, D n=~z ENDWALL LENGTH. ~wH-' a-1 (TYP) fDD o°cn~
~ ~ i CONSTRUCT B TT z
Existing rode 25' Left f ~ ~ 45' BEN 45' BEN w0 0 OM SLAB WITH FORMS. a aH
Centerline FOR F.H FOR F.H.'~, Z ~ ~ w° O DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS r o
Existing Ce terline 8" D ,1 ? I ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. 8 DI
Existin Gr g a 25 Right w~ ~ WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTI N ! 0 JOINT AT THE BOTTOM
Centerline N N OF THE PIPE, PLACE BAR X DOWELS IN THE BASE AS SHOWN ON PLANS,
~ c~ ~ ~ SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W
' z_ 12" MIN VERTICAL ~ ~ ~ a O BY THE ENGINEER. J z ~ cn Znz aeON3 v ~ ° p Z ~ w
~ 250 SEP RATION ~ - ~ m H WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM ~ W ~
C) 07 m = O ~ N OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE 7HE POUR ROUGH, ° N > ° ~ ~o = z J
F- U G_ W ° C USE CLASS "B" CONCRETE. H ~ O ~
J ArR1~ aOC~ aomzD
U vo ~.~Ww
DATUk ELEV o~aa HHD~o o~QNH
I 245 00 m~r° o3aa °
° r7m ~1D m® a ° Q Z W oo ~~,,iu~u~~'~,
N O O~ O~ ~ r t\ c0 ~ c0 ~ O N O N ~ ~ n ~ D ~ W ~ ~ CAR > ~ C0 c v ~ m ~ N o
N N NN NN N~ NN c
cn mN H FO ~ 'Q ~~N~, JW = S L
Ii 10+00 11+00 12+00 13- m~z~ zv~in = 5 13+00 ~y0 wZZr -
r Q f' n4°: m c 9~' T
25' LEFT • ~
OF CL
~ N ~ M Cn ~ O ~ r~ 00 N a
N N N N N N ~ SHEET 3 4F 3 PRELIMINARY
i SHEET 3 OF 3 835.01 838.01 NOT FOR
CONSTRUCTION
25' RIGHT OF CL
~ r v ~ r` ~
cv o of vi cv N N ~ ~ ~ ~ N N N N ens n In rln ee
Ci~-il En ineerin -Land Develo ment Services g g p
~ ~ I I I I I C7 eedmoor Road - Suite 204, Raleigh, NC 27613
ph: ,919 844-1321
LUXORWIND DRIVE - PROFILE fax: ~919) 844-1323
(H) 1 °=50' email: [e-mail]
(V) 1"=5'
Drawn BY: SLS September 14, 2005 C1 60
Checked By: JBE
i

# REVISIONS
' NEW MANHOLES USE AN APPROVED BITUMINOUS BASE SEALANT THAT SHALL 8E APPLIED TO MANHOLE FRAME AND OVER
SEE C,O,R STANDARD S-25 THE TOP OF THE CONE SECTION TO PROVIDE FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL. COVER 120 LBS. MINIMUM
PRUPERTY MINIMUM 36' HURIZUNTAL CLEARANCE
LINE FRUM ANY UBJECT, 1" ~
~ D'. a 4'
•''O 4 FIRE HYDRANT, PUMPER NUZZLE TU 24" MAX ~ ~ e.° *'*~r ecru*tA
BE PUINTED TUWARDS FIRE TRUCK ACCESS, e z ~.'o ; ~ ~ 'a. ~RMIT o Q RF
%P ~ ~ QG o ~ f
0 ~ TRAFFIC FLANGE BETWEEN a U T ~ ~ ~
GRADE N ~ 4 - 6' ABOVE iu 2" o ECCENTRIC M.H. CONE MAY Q ~ ~ q d
5' 3'-6" ~ BE USED ON 8' , 10' AND ° ~p . < 12' SEWER MAINS. 23 1/2" 21" 0
SIDEWALK CURB AND GUTTER PAVEMENT ' " s 5" ~ 0
Y ''Qf''' D MANHOLE CONE AND BARREL SECT[ONS SHALL BE AS PER
z 6' GATE VALVE I VE BG a ~.d ASTH STANDARDS f VAL r SEWED 2F ~ o
~ ~0
I COMPACTED BACKFILL CUNC, THRUST • REQUIRED ~ ° A N (TAMPED IN 6 LIFTS) BLOCK ~ ° SPACE
a d a d N L
~ ~ ~ .U. I r ~ -NECK ~ 0000000 0
6' MIN, BRANCH PIPE AIN ° 4• ~ ~ > DR RAM M .0 4' 'a. A . ~
i SIDE 2 3/4
~ ' PLAN ~.'P,. ° RUBBER BOUT • o a ' ° • , LATERAL INVERT SHALL NOT 'LAN ELE~iATI~N
3/4' HUT DIPPED ~ a .a', o . ° a'•. r BE LOWER THAN MAIN SPRING- CUNC, SETTING SLAB 1'- 0'-~ INE. MANHOL NEEDS TO BE SLIP RESISTANT CLEAT ~LEAT 25 1/16'
ALVANIZED BRIDLE p; ; a a, a L E 1'-3'x 1'-3'x 4' THICK a AeovE 10o rEat FLOOD PLaN 1" ~--23 11/16'
ROD MAY BE COUPLED ~ ' ` " ~ ~ ~ ~ ' ? OR SEALED AND VENT TO BE 1' ~E, p ~ ~ o,''.'. 'p 6" ABOVE 100 YEAR FLOOD PLAIN. D p : a•. ;'~,.D'. p'.• •,'Q:,d 's ~ WHEN MANHOLc TOPS ARE IN M...~
3000 P.S,I. CONCRETE UN THRUST BUCKING HED ExcESS of s ABOVE GRADE. BUTYL-NEK OR
7 CU. FT. CRUS NDISTURBED EARTH, 9" aursloE STEPS Musr BE PROVIDED, SEE STANDARD O O APPROVED SEALANT ~ 1~2 22'
NOTES: BYLINE MIN, T SECTION A-A I s-2e FoR srEP DETaL. IN NoN rRAFFIC AREAS, roP of _ 12' BETWEEN FRAME
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M ~ H, ~4AME uTC COVER SHALL BE 12" WATEROUS, GLOW, EAST JORDAN IRON WORKS, OR US I'i°E vsn~_ED a MIN. of t' ABOVE ~N'SHEC GROUND SURFACE. AND COVER ~
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96.
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. I a.: ~ SEE SEVER DES[GN SECTION E L E V A T I ~ N . N ~ II ~--25 15/16' EVATID 33 1/4' I
4. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. WILL BE INSTALLED IN TRUE VERTICAL POSTION. o > • v. A
5. FIRE HYDRANTS A s MIN. 9' COMPACTED #67 STONE OT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE ° 6. RODS SHALL N BASE TO BE INSTALLED NOTES 5/8"X3" LP.GS~ E_~ ~ti
T EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE I' o ~ UNDER NEw MANHOLE, HYDRAN #3 UR #4 REBAR DRILLED INTC ~C~E
SHALL BE INSTALLED NO MORE THAN tOFT FROM HYDRANT AND POURED IN CONCRETE. IN NON-TRAFFIC AREAS, TOP OF 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. FRAME AND COVER SHALL BE a CORROSION RESISTANT MATERIAL 1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR S~~ti~ TANT MATERIAL BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8"X?"
INSTALLED A MIN, OF 1' ABOVE RUBBER, PLASTIC ° FINISHED GROUND SURFACE, Z) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED WEIGHT OF 182 LBS, WITHIN LAG BOLT AND WASHER.
Q PUBLIC ROW AND 160 LBS,
P a CITY OF RALEIGH WITHIN EASEMENTS, CITY OF RALEIGH 3) COVER SHALL WEIGH A
CITY OF RALEIGH CITY OF RALEIGH RK coNSTRUCnoN, ROAD WORK, = DEPARTMENT OF PUBLIC UTILITIES DEPAR ANrnME SITE wo DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES MIN, OF 120 LBS, DEPARTMENT OF PUBLIC UTILITIES
OR ANY OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT, THE PERSON RESPONSIBLE n p r Y RANT STANDARD PRECAST SANITARY SECTION A - A STAN STANT 4) ALL MANHOLE FRAMES OUTSIDE STANDARD SLIP RESI OF PAVED suRFACES SHALL sE LE C~~ER
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING STANDARD r I R E H D BOLTED ra THE cONE STANDARD MANHD MANHOLE STEP DETAIL sECnoN oR RING wlrH A
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. SEWER MANHOLE MANH INSTALLATION DETAIL DWG, NU. REVISIONS DATE REVISIONS DATE DWG, NU. REVISIUNS O, REVISIONS DATE REVISIONS DATE MINIMUM DF 4 BOLTS PER DWG. NO REVISIONS DATE REVISIONS DATE
I DWG, NU. REVISIDNS DATE REVISIUNS DATE Y,c.A. I2-31-92 ABB 2-21-os RRH ' ABB 4-6-04 S-~~ RRH 3-30-00 S- 2 8 RRH 3-30-0 FRAME, 3-1-87 3_1-87 A.B.B. 2-9-05
W-4 RRH 3 30 0
SHOULDERS, SIDE DITCHES, SLOPES
SLOPES (MAX. 3:1)
SEE DETAIL W-22 R EXTEND LIVER INVERT ALVE NEEDS TU FUR METER BUX R
TOP OF V o' o BE 12' BENEATH TUP OF O DATE TYPE PLANTING RATE
a W ~ EXIS"ING SEWER MAI ~ METER BUX LID. AUGUST 15 - NOVEMBER 1 TALL FESCUE 300 LBS/ACRE
~ D' ~ ROADWAY ~.p NOVEMBER 1 -MARCH 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE MARCH 1 -APRIL 15 TALL FESCUE 300 LBS/ACRE
~i..,:' . GROUT 4' ~ DUAL CHECK VALVE SIDEWALK APRIL 15 -JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
BACKFLUW' PRE- ~f > a > 'METER VICE JULY 15 -AUGUST 15 TALL FESCUE AND ***BROWNTOP MULLEr 35 LBS/ACRE 5o'NIN. BUT SUFFlCIENi TO KEEP I. PUT SlT FENCE OR TREE PROTECTIOrI FENCE UP
• LOCKABLE VALV 5/8 VENTIDN DE ~ SEDILIEM ON SITE TO ENSURE CONSTFRUCTION ENiR/NCE IS USED.
~ e.i~. a.~ ° 'I w 7 STUNE 3' #6 2. IF CONSTRUCTION ON THE SITES IRE SUCH THAT --1 THE MUD IS NOT REIIO'vED Bt THE VEHICLE TRAVEL-
I OJ N ' ~ ~ c ° PLUG LUCK 2'-J' STONE TO BE USED 25' OR WIDTH OF ING OVER THE STONE, iF~N THE i1RE5 OF THE E%ISTitJG SURGE STONE OR P,uNOAD VEHICLES NUSf BE WASHED BEFORE ENTEP'NG THE ~ - PROPOSED PUBLIC ROAD. if ROADWAY EALLISfJ WHICHEVER IS ~
4 a.: a ' 6'I BACKFILL, TAMPED IN o 3 ~ e o o: v.. ' ..D e ~T 'LIFTS SLOPES (3:1 TO 2:1) GREATER. 3, IF A PRQIECT CONTINUES TO PUII UUO INO DEBRIS ON TO THE PUBLIC RDAD, THE GOVERNING AUTHORITY 1 Y
, 9' z 6 3/4' a d w STANDARD • WILL CLEAN THE AREA AND INVOICE THE FlNANCIALLY IFF'~"~ RESPONSIBLE PERSON AS INDICATED ON 1HE FlNANCUL rT1
c. P a:.D.'' .e, . d o P a 1 ~ UR1' i ~ F I c~ ~ PLANTING RATE RESPaNSIBILm Foau. W DATE TYPE
I ~ SECTIGN AT RIGHT ANGLE TD EXISTING MAIN FU SERVICE SIZE i -JUNE 1 SERICEA LESPEDEZA (SCARIFIELD) 50 LBS/ACRE MARCH
rNU z (.J o aed MARCH 1 -APRIL 15 ADD TALL FESCUE 120 LBS/ACRE
4'-0' FOR 8' TO 12' MAINS ~ 45° ~ r>, Q
i S'-0' FUR 15' TO 30' MAINS ~ < < W ~ MARCH 1 -JUNE 30 ADD WEEPING LOVEGRASS 10 LBS/ACRE ~ GR 35' NIN. 15' LIIN. NEW CONS7RUCTION
~ 6'-0" FUR 36" TU 54' MAINS D ~ ' ~CUNCRETE BRICK UNDER NDISTURBED SOIL CRIMP WATER' ? ? ~ d ~ ~ ,Id MAIN CORPORATION CLICK FUR SUPPORT SERVICE AT N BERMUDAGRASS 25 LBS ACRE ExlmNC RDADwa MARCH 1 -JUNE 30 ADD HULLED COMMO / I
~ ~ D ~ NOTES' ; a a ~ ~I D PRUPERTY LINE JUNE 1 -SEPTEMBER 1 ***TALL FESCUE AND 120 LBS/ACRE 12' AIIN. ***BROWNTOP MILLET 25 LBS/ACRE s'I,IIN.
I ~ z D 1, FLOW SHALL BE MAINTAINED ~ d A d' I CCRPURATIUN COCK 5/8'x 1B' CLIPPER SETTER ~ D DURING CUNSTRUCTIDN, a I , ~ vI D 3 ! NOTES ***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
X A 3 e Q ~ c METER YOKE I e rT ~ 2, THIS DETAIL TU BE USED I GROUT ~e ? z z I N „ d z „ ~ . I r ~ d ~ 1, WATER METER AS MANUFACTURED BY SENSUS, SET BUX UN CONCRETE BLuCKS i
D D ~ { WHEN A 6' UR LARGER d ~ ~ ~ D ? { UR SCHLUMBERGER. SEPTEMBER 1 -MARCH 1 SERICA LESPEDEZA (UNHULLED-UNSCARIFIEO) 70 LBS/ACRE FABRIC UNDER sTDNE O AN TALL FESCUE 120 LBS/ACRE
~ r*1 z z ? LATERAL NECESSITATES ' ° I I-I itJ 'T ? o A~Q ABRUZZI RYE 25 LBS/ACRE `an?!r'N I
' " ~ a ~ ~ CONSTRUCTION OF A NEW d 6, 6•'' °o n tJ ~ ~ 2, DIRECT TAP ALLOWED UN MAINS NU LARGER A ~ rri c ~ MANHOLE. rAi ~ ~ ~ n THAN 16'. 3/4' OR 1' TYPE 'K'
I < r£i ~ ~ ~ 3. SEE STANDARD DETAIL SAW TU CUT SPRINGLINE < r r z Z \ ~ ~ 3. METER BUX TU BE LOCATED IN R/W ADJACENT TO PRUPERTY SUET CLIPPER PIPE, TE~IPOR,ARY' CONSTRUCTION ENTRANCE
Ain A ~ ~ ~ S-20 FUR PRECAST MANHOLES " vl ~ ~ PPRUVED EASEMENT ADJACENT TU R/W, NU JUINTS UR CGUPLINGS O
W = 0 3 ~ ~ ~ o ~ c = LINE, UR IN A I D D c = 4, THE CONTRACTOR SHALL o < . o'.•, o ' N ~ PIPE, NU JUINTS UR COUPLINGS m ~ z r ~ 6' COMPACTED a ~ ~ v ° ~ D r 4, WHEN THE GRADE CHANGES, A COPPER RESETTER CAN BE CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL ^
D ~ PROVIDE A MINIMUM 7 ~ - a ~ a ' ' ~ USED TU ADJUST -C aROPER GRADE, INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE _ _ W ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
~ # 67 STUNE BASE, o EXISTING SEWER MAI > ~ ~ ~ ,M -~p r,X W_22 z ~ 5. FOR USE ON DIP AND PVC ONLY. 5 , UR STANCAPL E L B.. SEE SEEDING RATE COMBINATIONS ARE POSSIBLE.
~ d ~ i " d NOT ALLOWED ON VCP) NG CENTERLINE OF EXISTING MAIN D ~ ' - NG TO OPTIMUM SEASON FOR DESIRED PERMANENT Q TEMP RARY RESEED ACCORDI
W D ~ - SECTION ALO ~ ? I 6. ADDI`iGNA~ 3ACKF'~U'.~ PREVENTION DEVICE MAY BE ° ~ 6. SEE DETAILS 21 FOR REINFORCING z a o REQUIRED :F CSED UN MORE THAN TWU RESIDENTIAL UNITS, VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES Fes, HADED OUT.
IN HEIGHT BEFORE MOVING, OTHERWISE FESCUE MAY BE S
IN I DEWATER G ~~~r CONCRETE BLOCK SEEDING SCHEDULE
NN[ ~ Nwmav[ carx l--'~
SEEI SEEDIh~G SCHEDULE DETAIL
Q N.TS.
FLRB ap i' gwE1FR ~ ~ c L N.T..]. wA91fa 9ra11E ¦ ° R f/diC • ¦ ¦ W 810.Tp . ¦ ~ -
p~ . ¦
u~Tx~wA~~antx _ ~ ~ ~ ~ ~ ~ 0
r 0 I SECTION vAwu Bean eT rxe ~ 0
C NSTRUCTION SPECIFICATIONS ~ 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
I ~ a o uM. I1-I/1 a ~ o
° o o ° °o ~ r, .ooA 'wusr`"~01A1E 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE a• o`er; ~ , s °°~°°c~~°~~'~oo ° u[Nw:s ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL ~ 0 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ~T,lulll,"~ CARS
° °o o ~ DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED op o o~ A AT LEAST 2 INCHES BELOW THE CREST OF THE STORM LOOSE ROCK ROOTS AND OTHER OBSTRUCTIONS 3.) REMOVE ALL : •~ES$~Q
ao o an"uB DRAIN. PLACE THE 80TTOM ROW OF BLOCKS AGAINST ° d'° ~ - ,_-___w 1 w,, _ _ _ ii_r~ THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ; ~ ;9 •Q
~O ~ = = AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER T N UE P T TO SUBBED °o ° GIVE LATERAL SUP OR IF NEEDED, 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE / _ = ) _ -
cP~= o eo - ROWS BY PLACING 2x4 WOOD STUDS THROUGH I o'o 0 0 0 00 BLOCK OPENINGS. WIRE SCREEN UNIFORMLY AND MIX WITH SOIL (SEE BELOW*) - 27 -
cb° o O° _ FRONT VIEW = 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT P19N PARE MESH WITH 1/2 INCH OPENINGS OVER ALL POOL DEWATERING -PULVERIZED FIRM REASONABLY F 1~ 5.) CONTINUE TILLAGE UNTIL A WELL 9 N Lj;
IN PLACE. cror BLOCK OPENINGS TO HOLD GRAVEL _ srta UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ~;'p ~,NE~•'~ pQ Q ~ ~ D E
aT rtxa "~"R"~ r,~ 3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN a1 roc aotonc H Y PREPARED SEEDBED AND COVER SEED B'„r`~ 6.) SEED ON A FRES L
I DIAMETER, PLACED 2 INCHES BELOW THE TOP 1' MINIMUM 11I6. b € OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND y' MAXIMUM ~ ~ t NM. •uz ar raa txr wa onTNUa N1u a ao[ LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.L VII I
Q aT SMOOTH IT TO AN EVEN GRADE. DOT X57 WASHED ,x.u~° • ran urun a wB rna I r Aaa oaES .m oa:m i Nr.AS v mm,mrtB naN R r"+'~'~ STONE IS RECOMMENDED. 9A I ~ Np. 87 N,li1FD 51[!E ~ , ' A 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. PRELIMINARY
-0o v ar wrz NFms m a niam Iwai ~ ran ,wam wIBN ar I ~ rtxa rennoacnu CATtlI BASIN. - : I.1 YN 11-1/1 0.l ~"~Li~~' 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR NOT FOR
~ M1169tdArt ~ Nn. Ia a Nq6 b ~ ~ SEDIMENT ux[ xxls t; RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND CONSTRUCTION
- .NOIa f7tr As ~ uan®n e+Iaea SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL, LIME, FERTILIZER AND SEEDING RATES.
artB
lap b AI FvM WK SIDE VIEW & et lsal I' Now A" lap M Mr pO,npC Blm" 14NIT INE IOIfC ULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE erln 9. CONS In e . n ns ) e TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ~
n>EBr~ STANDARD BLOCK & GRAVEL DROP INLET PROTECTION sn1 pFxa ron m NAl z Tsu~r wo NwwR mrx ¦ nvNx ESTABLISHED. - LaI1d DeVe10 TTlellt SeT'V1CeS Civil En ineerin p g g
SILT FENCE FRONT NEW *APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE 6521 CT'2ed11100P ROad - SUlte 204, R1lelgh, NC 27613
ni nv rnu cl
FERTILIZER 1,000 LBS./ ACRE-10-10-10 ph: (919 844-1321
SILT FENCE OUTLET SUPERPHOSPHATE - 500 LBS / ACRE-20% ANALYSIS fax: [phone]
MULCH - 2 TONS / ACRE - SMALL GRAIN STRAW gheel"1nP.C0TTl ASPHALT EMULSION ® 300 GALS./ ACRE ~ email: info a~ -
ANCHOR edensen
Drwwn By: SLS
SEEDBED PREPARATION September 14, 2005 Cl 9 jo
Checked By: JBE
I

# REVISIONS
z
w O O stDEwALK 15'sm.l NO zd Y
Om NQ H~ 3"A e" A B 3 P NOTES: C, 0 unLlnsrAlP o.ci (MIN.) ZQ2U ~ _ NOTES. ° ~ r-
N Z 1 PO ~1"'~1' Y ~ 2' OETECiP9LE 0.02 IMIN, 004 (MAX,) 4" ly yN O epo p,NrLC. D9aP cDAa x o.oe (MAX, D.oz (NOAM.) wJ01-Iz 1) RESIDENTIAL DRIVEWAY TO BE MA%IMUM 1 D N? 2 0 510, 5 19ia~ 2~8" CURB p,Oq `HORN.) a IAY TO BE MA%IMUM 12' IN O -I a ii 1 fTEN VARIANCE IS D _ CLASS °K' CONCRETE To Z % _TT BE USED THROUGHOUT.
N 5 a GurTEA sxrnrn O O y = Q (p WIDTH UNLESS WRITTEN UARIANGE: IS m L H z -i S D sic ~ w Q a w 2 D GRANTED BY TOWN ENGINEER ENGINEER C7 %
GBO~O-~ kDF I2,1 MA%. RAMP QUSOrOX Z 2) COMMERCIAL AND INDUSTRIAL DRIVEWAYS D m t H" I M OF 30' IN WIDTH 2 m D c F- = z w D BE A MAx MU VDUSTRIAL DRIVEWAYS TO RIVEWAY D opnoNAL consTRUCnoN- PROPOSED D MoNDUrHIC Pauli, r 3O' IN WIDTH Z O ~ i'-6' KEYWAY. OR 4 BAR DOWELS Al 1r CENTER PROPOSED'. SIDEWALK (IF APPLICABLE) ~ 6"
y~7o " ~'a x En~wOJ ~ D 2.9O~i ~ n ? Q .T) ~ IF DISTANCE BETWEEN DRIVEWAY CUT & Z~o~r., a.' SECTION 8-B °z N~ ~ 0 3) EN DRIVEWAY CUT & CONCRETE 8 As DIRECTED BY ENGINEER O a iW0 2' PPI CE WE SP HOLES NT IS LESS THAN 5' DRIVEWAY n ~
n 2 z D N EXISTING CURB JOINT IS LESS THAN 5' 2 F o ~ ~ XX O REMOVE CURB TO EXISTING JOINT & REP D s p ' f z F w a G IF DISTANCE IS D ~ .F ? ' MIN O TD eE u EXISTING JOINT & REPLACE (3000 P.5.1.) 6° MIN 5 Z u 'OUR. IF DISTANCE I$ ~ ~ DIRECTED BY ENGINEER
D ~ 7z ~r 6IDEWALK ~ " 3'~4" r P w n WITH MONOLITHIC POUR. N ° 1js ELEVAr N ° e onov TRANSITION ? ~ a GREATER THAN 5', THE EXISTING -0UTTER N O i TAANSInDN < _ TYER ~ ~ FOAMS ARE TO BE USED THE EXISTING CU - - - T ~ a Y
z cuss m ~ SHALL BE SAWCUT. - - -i ~ PLAN FOR CONSTRUCTIN OF r w - - I-LIP- nn PuN SHOWIN POSITION OF BOBS THE 80TSOM SLAB - _ - ~J m - L i. _ -III- ' A STONE DRAIN CONSISTING
l P D VAAIAHLE 9LDPES NOT i0 EXCEED 1R:1 (8.3 4) WRH GRATE k FRAME REMOVED OF I CUBIC FWi OF D Q N0.78M STONE
PROPOSED DRIVEWAY SECTION A-A T C ROPOSEO DRIVEWAY EXISTING. GUTTER COMPACTED T 0 CONTAINED IN A eAC of BACKFILL 1/T EXPANSION JOINT r~ pEWEr BROS: cH-BN-4 Poeous FABRICSNALL q~ 3/8' % 8" LG WEEP HOLE.
Z TRIC VIEW Z OR APPROVED. EQUAL 3' BE PLACED AT EACH
ISOME sIDEwALx ¢ ~ O ExPANSCCn JoINr O C a I TYPICAL SECTION ~ Z WELDED PIGGY- ALL DROP INLETS OVER r 3" ANCHORSD 5-6" IN DEPTH TD BE ~ /BAR pROVIDED WITH STEPS t'-r' ON CENTER STEPS
m 9EE T0. e e NOTE: A POAi.ON OF ONE OA BO7X RAMPS w T Z AOACWAY ROADWAY IY I^/1 ~ PLAN 9YMBOl PLAN SYMBOL MAY E%TENO OUTSIDE THE RETURN, d 4, a" SHALL 8E IN - T ACCORDANCE WRH STD. 1.02
f H CCF CR I z N V1 CURB CUT FOA FOA PAOP09ED ExPAN9i0N JOINT 3 ~ ~J sIDEwALK Z ' A 6' 6' B D ,r (IF APPLICABLE)
_ NNRE RAMP i MIE=LCWIIR RAMP (E 848.01) Q L c e .~H p.NOr 2 F iT1 „ SEE NOTE , x ~ ~ c ? ~ O _ _ ~ e H I' . H - l / I;., - ~ u ` ~
f7 r m ~NBB ysr H U ~ - Nh q F T E%PAN970N JOINT J C ~ NOTE9', F'L~ WIDTH 0~ THE / '~fA ~ I Q I
37 D 1. DETECTABLE wAANING 0011E3 SHALL CCVEA P' O° LENGTH ANC s~F~r ~ EE .346.01 Q = ~ G ' ~ N RAMP FLOOR A9 6HONN ON THE OETAILB. NTAASi pgr70. ~ r 2. TXE RAMP NAY SE YELLOII IN COLOR DA ANY COLOR WITH A i04 CA / ~ 9IDEWALK H- V ~ ~ ~ 6" DOIVEL.
C) M w J U ~ a c 70 a W A W-A.e° X e ? W d ~ a ~ 5.B' S.O' Q ~ C -I~--- DOWEL. _ - _ ° SEE NOTE
~.C' S,3' D P1M° wloin~ MFA I,~ s vAllABLE ~ 5~ S W - - - H 7' C.0' 7.9' 7,9' 3.5 T~;9 POATICN 9' RAM°~ E sECrION -rr
J 3 f 1D'MIN I Z 0 0 0 0 0 0 e' D~O' B.e' 7,3' e,s^ D.YS'Y cACSwuA :Y-s. - c Z ~ s S' 2.0' 7.3' 7.B' S.C ISEE NOTE 13'. Z - 1D'MIN 1/x' EXPANSION J INT ~ secnoN-XZ 30" RAD. MIN °s
T, ~ v ~ a 5' 2.5' 8.3' S.1' 4.3 0 . ~i ~ O.7D~Y W y ? + 5' 3.0' B.8' 3.3' 4.4' 42" RAD. MAX $ DIMENSIONS AND OUANTRIES FOR DORP INLET ag CUBIC YAAD6 TAL DUAN II DEDUC11DN6 PROPOSED r~ a IN 80X BO% & C YER FOR ONE PIPE
S a , ~ 1' PROPOSED v ~ ~ 9.3' B, 4' 4, 5' 3.5 ]7 Y hl s' a.o' e,e' e.fi' 3.3' ~ ~ CONCRETE DRNlEWA 0 0 0 0 0 0 s' a5' iDS' e.T 9.a' SEE no-E 1 ~ L o ~ (3000 P.S.I,) - - - (CRETE DRIVEWAY _ - GUTTER JOINT ° m PIPE SPAN WIDTH HEIGHT FLOOR WALL cuelc Ya¢Ds 3000 P.S.I,) EXISTING CURB k q
5' S, 0' 10.8' B, 9~ 3.1' $EE NOTE9 o n - - - ~AW C~ LIN~ ~ H p F H _ _ - . - . - - - - ° °m 3' 2' 2'-8" 0.262 0.222 0,855 0.015 0.024 Ir 0.929 0.023 Q0.7fi GU? LINE ~ 15' 7 1.021 0.0]1 0.049
4' . 5" _N 1 B ' %'lA-p i ~}i B • C:S">MCE FAOY FRONT EDGE OF 9IDEWALK . ~ 1B" ~ 1.151 0.059 O.OBS - 0 24" 2. q•_3^ 0.262 0.222 1.207 0.092 0.127
~:r~ P%EC~ T iC BACK POINT OF 12 1 (B 93W1 SLOPE, PLAN VIEWI ~ EXI$TINI'f CURB AND GCTTER ~ I C ~ SACK OF SIDEWALK DROP AEOUTAED FDA ALL sID3wALK SLOPES. ouAL RAMPS TO BE SAW CUT CURB AND GUTTER 5~ ~ 30° 3 TAW CUT ~ MIN DIMENSIONS FOR CHANNELS HA N
DETECTABLE WARNING DOMES SAU of sID3wALK DsOP AEauIAED FoN (40" MIA wiorm SHEET 1 of 4 'TV v P ANN VIEW I N VIEW A NO. 512E LENGTH' TOTAL L1N~ FEET I
' HEET 1 DF 4 9IDEWALK SLOPES 0.04. 8 A 8D05 848D05 U a ~ 0 0 0 2 3"X4,1" 2'-5' 6'-~ .
N= o a
I Z oy o >
m SEC ~ Q 0 ~ 7:ErEC-u.:_ Q N v -4A4c:~ JG~F9 Q 3
_ ~4~C7 . H Z _
N ~ D ~ - - NUQo z • o
~ -H N,, rt O x~ODm I sx r2~zw za srrsTr SECTION B-B N~ of NOTES: ~-1 ~
_ CUSS 'B" CCvFR' TO AE 1HROUGHOUi. D $ E
I n~9 ~ _9-a '1 ~ 2 z - U1 Aft H' 1 , i N -I ' f y D Q'~ ~ DsoP a ? - - ALL CATCH gAllu DYER 3'-6' IN DEPTH TO BE PROVIDED Z AccoaoANCE w,1n srD. No. Lot D ~4 BARS "V' D EQUALLY SPACED ~8 BARS "W' EQUALLY SPACE)
I DN V ~'7EF A ~ -----------=use--------_ w D ~ 6 H2 6" A 6,. , ~ Fa - 7 NOT N ~ ? . ~ _ _ _ _ _ _ ~ - _ - I ~ - _ _ _ _ ~ _ _ _ - OUT T EA ? Z _ A 6" 6„ ~ 5 OPTIONAL CoNSIRUC?ON 2MCENTERS~AS DOIRECTED 6Y ENGINEERS. ~ n 3 1/r'. I 1W L6 5' 6' OR 4 BAR DI I. Z S : I'---
D z _ ~ =,.,o~ex` ,-Y TovoFl N E PROPOSED cues W ~1 B" pftE i0 NE USED FOR 7HE CONSTRUCTION OF THE ~ FOAM C) ° BOTTOM suR O N ° R R
- - - , 9IDEWALK p' pETEDTAS~E. ~ 0 z A cc r~ - - N YE9 VATSO CO ELE ANING W G 5 '1' I PROPOSED DETECTFBLE ~ Q ~ 3 ~o°ol ~ M SUBS O b o o i ~ • FOR B' IN HEIGHT OR LESS USE 6` LESS USE fi" WALLS AND BO1T0 Z m I ' pND UP TO 76' IN HEIGHT USE 8' WALLS AND T n ° ~
~ _ _ " `s v ~ CTION A-A O d n z 70 - - SE ~ Q ~ o OVER 8 NTITIES TD BE ADJUSTED ACCORDINGLY { i v ~4 BARS ~ I F 5' BOTTOM SLAB- DUA ~ o "U EQUALLY ~ `
O O m Ht k5"H1 G ~7 ~ Z Z ~ ISOMETRIC VIEW . --T Z ~ ~ A ~ I D 6' , H I ~ H m 2 I G ~ z I SPACED I 3' PLAN J' ~ ~ CURB ANO GUTTER D ~ 6
O ~ ' XISnN' O Z ~ n WITH CATCH BASIN ON STEEP GRADES 5
;1 ~ m %ISnN ' IoEwAL w~ M ~ m 6 Z - N ~IDENAL a a I m _ ~ li x ~ , VIEW WHEN 8" X 6" ~ ~ J CURB IS USED IN PLACED srD. srEPS 1D2
z K z3 r F"1 N I I I -_-T I I H V -DH SIDE E_ LE~IATI~N OF HOOD Z I 8" 6" ELEVATION rn m
N N I II I . ;WJ ~ n T p = ¢ J W H. = 6' SECTION MM . DETECTABLE WARNING COME9 9MAL. COVER 2'~O~ LENGTH ANO I II WT L 1 Z m ~ FULL WIDTH OF TXE RAMP FLOOR AS 9HOWN ON iNE DETAILS. I ? m W ~ M 1pa 111 D .S~ ON FLAT GRADES 2% & UNDER ;TION M ~ N BACK OF CURB ~ _ _ - - - E
n Z ~ m YELION IN COLOR CA PNY COLOR WITH pA i '.--~E1P1~ ~ Q 'j _ 2. THE RAMP MAY BE I z a 8EE NOTE 1 - C O m ~ A tDW coNTaneT unD I I 1 ~ ~ J 3 ~ D OEWEY BROS. CH BN-2000 % 2,. Z ~4 BARS "V' R I - - _ MB BAS _
S ~ D I II wy; ~ ~1,r N ~ m ~ QR APPROVED EQUAL atf-1~ I I. 1 ~ ~W~7j ~ - 4 BARS "U°. 11 2' 3' DEPRESSED 3' 6 l 6'~ U B --6" Z GUTTER LINE
w~-ZU nSD 1 ~ ~ Z C 0 ARMI WlDill AAfA IS VMllIIE I ~ ? n I ~ . W I"~ I 3 ~E r A Y n SECTION-RR ELEVATION
~ ~ W ~ - 1 ~ _ ifl r' D ~ 1 T~-- ~ ~ - 2 O I- _ ~ - i /r/~~ RI f F /D,4e•E 1~ ,_o~ N N I M I M B \ / 6.. M NOR6IAL CURD & CUTTER ON LIGHT GRADES NORMAL CUTTER LINE
VI - - - - ~ V I A u cc ,v _ J i z. ~ m. B w Z K F T. G I a.i D'A _ - _ _ _ - H'+6" HI C ~4 BARS 6"
DDS' ~ ~ ,>1. - zNW I I ply C ~ ~ ~ wH ~ n, , ? I rv SEE NOTE - _ - / r O ' I ~ I EQUALLY SPACED 05; ON GRADES 2`° & OVER
I„I ~ n~ I THIS PORTION OF RAMP: ~ ~ _ - _ l 9 ~ ~ a - '`d - - 1 ,a ~ 1 -'1--MUST FALL W`iT4IN _ =--V N F' ~ Z ---Tr-T. cA093W'ALKUYT3,- IL Z PLAN ~ I ~ y ~ ° 3„ • $ -
D ~ ?Sv _ -!'1?~ b X - _ _ _ _ (eEE 407E 13) _ SSE `~CTE , V_ _ _ _ _ _ O O i - } END ELE':'ATIGN ~ ~ 1;~~ 6" - - 'J DEPRESSED g' - ,i~.C - ~ F ~ M~X ' GUTTER LINE
, ~ ~ ~ SEE NO ES ' 3 coXCxn ti ~ `P 6" g' 6" WHcRE 30" TO 36" PIPE IS 1 Q CTION JJ ~ ~ m SEC"ION'-SS L I-- 6' 6^ SE 9q ~
RI PLAN VIEW ~ ( ~ N DETECTABLE WARNING DOMES PLAN VIEW ~ m ~ a n ELEVATION
~ L wLMP ;t,n_ w+yos SHEET 2 OF 4 _ DIAGONA RADII 4 _ _ - B 6" ~ ~ ° uB... B aslu D+ sw Haas r 6-- m V 2 _
SHEET z of a MAx. 2s R`'"-' 84$D05 al ~ - _ - leo^ MIN, FLOOR WIDTH, 4D M:,. ~.oaA wIDrHJ z _ 0 848D05 ~ ~ o A 6° - H a 6" ca: u a ~sB. I µD 5 m WM. Y[N d6 - _ -
~ ~ e°-- z H1 B J ~ < - - D.L. 1 .1 B n T J I _ _ - - - Da>s DB~Sa oeu boa ii:e bnl o:uo AsBJ
Z ° O O i ~y ~ F I A = r-B• oiis an. I.ew w I o1x - omi ms I T , a '-a 1'-r 1..a 56 V 1 IF""""11 1f J'-~ :i 3' g J 1'-Y 1 011] OSn DOW SJ9B B x:71 aDi, ~ o.lv L N 0( y'-r T.f B~d ~ '-r J 3'3' 1 3~-P y] 0,161 P35B ~15~ I.eTl- D] B 0.94 0011 6111 . iB I T-~' ~ .1M, 1'_1 ~'d I 1~ 1r , 0111 0110 115 1.JU x; D101 DOee 1B0 0.1.1
m H T-r ~ ' a a1u 151 iseo 1D51 SECTION XX ,p ~ x i r_1v s v-s I 'r ~i 1 r-,I' nn+ °a.as and °wi ~ w _ r ~-iv i-1e' r'-t r'1 i i -J ~ ~ BIeD oJeB ,e1B 1ID1 z z a s,d Is. B, J..r .r -,e
ZF'2 Q U I DHOW ~Ja=Z ? c 2 6. SECTION-YY m o ° x rd r-r - PLAN
r m N ?V) z HzNSD wQaw= yo 0
2 ~ I-US?~ 2~ZDm HSFZw
V1 O New?J
zr"IpOT C)?~~ N G Z I n~~D .99 F-D
DD 9 - a?
II O Z ~ ~ ~ SIDEWALK I SIDEWALK ~1'. r - ~ a
\ SEE NOTE 12_ _ m 4 3 6„ 2' 0.. ~ 17
A~9 - SEE 407E 4 y 41-0" (TYP) 9 _i w~ /2° R ~ m O
i ~ L STDP LINE t O% ~ ~ A,~ ~i 1 1/8" R. N ~ WATER METER BOX F Z m ~
SIDEWALK SIDEWALK rU SIDEWALK ''',SEE !x SIDEWALK m0 ~ ~ CLEAN-ouT ° 1;' ~ ~ ~ o (TO BE PLACED. ON LEFT
m I LL NOTE 12 , L7 SEE q'-D° (TYP) ~ ~ ! d ~ O ~ ~ ~ I ~ " OF WATER SERVICE) 5 ~ ~ A ~ ~ ~ ~ SIDE - 3~W
~'IJOTE 3 °lo SEE NOTE 4 O Z ~ STOP LINE I ~ ~ I v N m r~ i ~ z • R/w
Sul _ _->I 3 ~ 2 Q m m - ~ Q ~ < z.5' _A _ ~ 4 _ a
~ r ~ SIDEYIALK ':1 O ~ U CCU 'L JFi rn
O=DI Nam O D~ ¢=D: - R s~SrSl~B ~ O ~ S:OEWA-<
C) M ATION OF WHEELCHAIR AAUP W ~ U ? ~ O ~ ~*^T' SHOWING TYPICAL lOC S J Z D 5' 0
2 PEDESTAlAN CROSSWALKS AND STOP LINER FOR TEE INTERSECTIONS ? W ~ ~ DETA'L SHOWING TYPICAL LOCATION OF WHEELCHAIR = W rno 1/8" R ~ Z
D N RAMPS PEDESTRIAN CROSSWALKS AND STOP LINES H = 3z J3 SURFACE OF I Z
i ~ O C7 S o w G GUTTER 1/2" I Z ~ TYPE °H" SOFT COPPER
A I ~ ~
~ - ~ .-„DINT FILLER
e ° ~ e 17 I, • 'a •d 35' CJRB k G~~ER STREET IN 50' R{Gni OF WAY
PROPOSED WHEELCHAIR RAMP ALLOWABLE LOCATIONS y
I DUAL RAMP AADIL .....,..,.ANY SHEET 3 DF 4 PROPDSED OR FUTURE SIDEWALK ~ WATER MAIN E NO SPLCES IN S-RErr
SHEET 3 DF 4 848D05 848D05 TRANSVERSE KPAN ION ° ~ -
~ m IQINT IN CURB & GUTTER
Z ~ SEWER MAIN I O A
v H O ~ NDTES: Q Q NOTES; _ c HN i)CONTRACTION JOINT. 10TES: ~ PT m ° ~ i)CONTRACTION JOINTS SHALL BE SPACED AT 10 INTERVALS, EXCE m
H ' z 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70~ CONTRASTING COLOR TO THE SIDEWALK, ~ R C39 V THAT A 15' SPACIN( 1 'SPACING MAY BE USED WHEN A MACHINE IS USED OR i THAT A 5 WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED G
D U O S ST CONFORM TO TRAFFIC DESIGN STANOAADS. w J d N Z WHEN SATISFACTORY F+ FIGURATION VARY BUT MU O O 2 ' m N 2. CROSSWALK WIDTHS AND CON N WITHOUT THE USE WITHOUT THE USE OF TEMPLATES AT iD' INTERVALS.~OI~NCONTRIOLLED ~ LLt11u1I111j MAY BE ALTERED BY THE TOWN ENGINEER TO 'PREVE N T ~~s ~A~ 2i~
~ z "'IS D A GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTEMBEAD FOA9MAISHANLNCE w Q ZQ w = MAY BE ALTERED A' AROLIN P O = O D n m 3 PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FDA ANY REASON AFTER SE H U Q O CRACKING. m z D PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURE AND GUTTER AND SIDEWALKS AAE F = H. Z FN SERVICE 70 BE PLACED AT CENTER • O CRACKING. USE OF TEMPLATES OF LOT A7 R/W UNLESS OTHERWISE cCC •
D w z 2 ~ O~ PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. N N w o J 2)CONTRACTION JOINT' H ~ S O ~j Q OR FORMED BY OTE TI N JOINTS SHALL BE INSTALLED BY THE " ~ APPROVED BY TOWN ENGINEER. O ~ ~FFSSI~ • ,9 2)CONTRAC 0 w o ~ OR FORMED BY OTHER APPROVED MEM NIOMUM DEPTH OFC 1.4 (SHALL ~ • Q
O f+ C) = 9 z IN ADDITION, SECTION 226 OF THE 1973 FEDERAL AID HIGHWAY SAFETY AFLANNEDIFOA ARPUTUROE OATECUAB RAMPS ON ANY CURB CONSTRU T Z ; [C ARE NOT FORMED E A IS E OBTAINED. ' ~ ~ D AFTER JULY 1,1976 WHETHER A SIDEWALK IS PADPDBED INITIALLY D I-.~,-~ E! RMED BY TEMPLATES, A a o ~ ~ ARE NOT FO BE OBTAINED. - A -
MPREHENSIVE CIVIL RIGHTS W O N WITH DISABILITIES. CO THE AAIEAIGANS WITH DISABILITIES ACT (RDA) OF 1990 EXTENDS TO INDIVIDUALS TION JOINTS SHALL BE FILLED WITH JOINT SEALER. _ 3)ALL CONTRAC -
N O T THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL O 3)ALL CONTRACT PROTECTIONS SIMILIAR 0 NT ADA STANDARDS. EXPANSION JOINTS I ADJACENT TO ALL I z RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CUAAE EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND I Q~p T ALL RIGID OBJECTS. ~ ADJACENT 0
LOCATE WHEELCHAIR RAMPS 4)WHEN REPAIRING C AND CUTTER, THE MINIMUM LENGTH ;9 'FN IN • 4 WHEN REPAIRING CRACKED OR DAMAGED CURB M D CURB 10' FOR FORE ~ ~ R MOVED AND REPLACED ARE OF SECTIONS TO BE E . OF CRACKS AILOWEO.
AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. OF SECTIONS TO E AA1dPS AT LOCATIONS WHERE 4. PROVIDE WHEELCHAIR T ETC, AFFECT PLACEMENT. AS DIRECTED BY THE ENGINEER WIiERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLE S, AND 7.5' FOR. MAC AIR ~P O ••O HINE PLACED CURB. NO SAW-CU REP i~ D g.~ AND 7.5' FOR. MAC 1Thl n l l 11111
TWO RAMPS ARE INSTALLED PLACE NOT LEBS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS I AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. 9)MINIMUM GONCRETI 9)MINIMUM CONCRETE STRENGTH SHALL BE 3000 PSI.
I I ' 5. PAY FOA ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SD. YDS. PRELIMINARY
m 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.) O Z w N0. DATE OESCRIP?ON NOT FOR
~ 7, SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS O 0. pp, DATE XX ATISFACTOAILY COMPLETE THE WORK, Z REVrnor NECESSARY TD S F•X REVISIONS DRAWN BY: DESIGNED BY; REY. N0. CONSTRUCTION
S = ; m 8. DD NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET. OC STA STANDARD CURB & GUTTER DATE AaPRDVED: nD. No.
m o ~ x ~ ' n r m 9. CONSTRUCT WHEELCHAIR RAMPS 40 (3 •4") OR GREATER FOR DUAL RAMPS. ? H U cC~-H AI DYED eT, 3.13 ~
9 = D 10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO 08TAIN A ROUGH NON-SKID TYPE SURFACE. H a m 1 1 yJ TO N = Q .~B R N 11 NE rl AR nee G 1 F 11 0 N nS W ~ TO e
~ M r 11, PLACE A 1"1° EXPANSICN JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD, DWG, 848.01. ~ V velo ment Services
C ~ 9 SSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, W ,J U ~ 12, PLACE THE INSIDE PEDESTRIAN CAO ? W D N THE VEHICULAR TAAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) 2 W LLOWANCE OF A 4' CLEAR ZONE I ~ WITH A f N n ineerln -Land De p ~ iv11 E g g
D H 3 z 13. COOROINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WI ~~521 Creedmoor Road -Suite 204, Raleigh, NC 27613
? SWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN ~ T ~ THE PEDESTRIAN CRO6 (9191 R44-1321
THE CROSSWALK MARKINGS ON EACH 5IDE OF lHt ru+nta. z W O
~ 14, CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE, tax:[phone]
6. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT OTO INDICATE THE THER LEGAL REQUIREMENT- BEHIND UNUSUAL APPROACH VEHICLES ARE REQUIRED TO STOP WITH BE PARALLEL TO THE INTERSECTING ROADWAY. email: [e-mail]
SKEW MAY REQUIRE THE PLACEMENT O 0F Dra«-n B SLS By-. September 14, 2005 Cl 91
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF INA THE MANUAL CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROL SHEET 4 OF 4 Checked By: JBE
SHEET 4 OF 4 848D05 848D05
i I

i
I
i
v2, oS-18(~g
i
1 I
~N DRA V~INGS
I D -GARNER, NC
I
e em er tuber 14, 2005
r 1 ~ri125, 2006 SHEET INDEX
SHEET C000 COVER SHEET
PUBLIC SHEET 0001 EXISTING CONDITIONS PLAN
Wat r e Distribution/ ~ Extenslon S stem SHEET C100 PRELIMINARY PLAT
The Cit y of Raleigh consents to the connectio SHEET U 1 LANDSCAPE PLAN (By TONY M. TATE LANDSCAPE
nand extension of the
City s ublic water P system as shown on this Ian. The p material and
Construction methods used for this project shall conform to the r, ARCHITECTURE, P.A.)
standards and spcificiations of the Cit 's P o
y ublic Utilities Handbook, Q McER ~R~~F SHEET C 120 UTILITY PL:~N
0
City of Raleigh Z SHEET C 140 GRADING & STORM DRAINAGE PLAN
Publi
c Utilities Department Permit ~
,o SHEET C 150 EROSION CONTROL PLAN
z Authorization to Construc ~ ~
t. SITE SHEET C 160 LUXORWIND DRIVE PLAN & PROFILE
Date: MONABREEZE
SHEET C 190 CONSTRUCTION DETAIL SHEET
SHEET C 191 CONSTRUC'1'[ON DETAIL SHEET
LUXORWI ND
i PUBLIC
Sewer Colle ctlon/Extenslon S stem
The Cit of y Raleigh consents to the connec ' tion and extension of the
City's public sewers stem as sh Y own on this plan. The material DEVELOPER: BLACKCAP PROPERTIES, LLC
and Construction methods used for '
this project shalt conform to the
standards and spcificiations of the Ci ' ty s Public Utilities Handbook. GARNER, NC 27529
1 ~ 547 BENSON ROAD SUITE 102
City of Raleigh - NoarH ~ PH [phone]
I
Public Utilities Department Permi ~ ~ t ,
MAP LANDSCAPE: TONY M. TATE LANDSCAPE ARCHITECTURE, P.A.
Authorization to Construct: N ARCHITECT 5011 SOUTHPARK DRIVE
Date: SUITE 200
DURHAM, NC 27713
PH [phone]
ATTENTION CONTRA CTORS PUBLIC IMPROVEMENT QUANTITIES
The Construction Contractor re sponsible for the extension of water a PHASE NUMBER
nd sewer, as approved in these plans. is res onsible f NUMBER OF LOTS q
p or contacting the Central En ine ' De artment at 919
( ) 831-6810, and the Public ' Utilities De artment at 919 NUMBER OF UNITS q
le - p ( ) 890-3400 at ast twenty four hours prior to be innin g g any of their construction. LIVABLE BUILDINGS q
OPEN SPACE? YES
NUMBER OF OPEN SPACE LOTS ~
Failure to notify both Cit De ar Y p tments in advance of be innin co t 9 g nstruction, will result in PUBLIC WATER (LF-CITY OF RALEIGH) 185.18
he issuance of monetar fines Y ,and require reinstallation of an w PUBLIC SEWER (LF-CITY OF RALEIGH) 87.28
not in Y ater or sewer facilities spected as a result of this notification f ' PUBLIC STREET (LF-TOWN OF GARNER) 176.85
allure.
• PUBLIC SIDEWALK (LF-TOWN OF GARNER) 144.60
Failure to call for Inpection Ins tall a Downstream Plu ,have Pe
9 rmitted Plans on the Jobsite, or any other Violation of ' ineering, P. C.
City of Raleigh Standards will r esult in a Fine and
Possible Exclusion from future work m the City of Ralei h. Iv
1 g n _ In ~e rl n any -Land Development Services UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING
SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSiRUCTEO
6521 r ee moor oa - ulte 204 e cZ O4 ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE
a e' 1 N FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO WSTAi i Fn lion rcc n
~ , 27613
Al1THORIEMENZED ARE
ph: ((,9 919) 844-1321 TSBY WTO RITTENBEAPPROVAL RECORDEDJJ PRIORn ~ Vvc J EAS PUBLICTOSANIFINATARY SEWER
ACCEPTANCE. L
fax: [phone]
email: [e-mail] TRANSPORTATION SERVICES w Q
COTTl PU CD a- BLIC UTILITIES z
iltfcn
wW w~
CONSERVATION ENGINEER z
w~ o `D
w~l CnNOIt
W W DQ~ WO)
WCOWO

_
# REVISIONS
~ I
y
Ex. MH
Rim 256.59
Inv. In 248.90 Inv. Out 248.70
Ground @ MH 255.9 '
Zoning: R-40
i
~ ~ h , FHYD WV
i'
~ ~
~ ~
- ~---I
~ ~
N/F ~ - ~ Charles Tabler ~ - r Existin Buildin T N F
DB 6301 PG 285 _ _ J - - L Irving Tabler DB 6197 PG 586
Tax ID 0204763 Existing Sanitary Sewer Tax ID 0204762 I H
Width Not Verifie Zoning: R-20 Easement Zoning: R-20 I ' i
i i Approximate Location Exi i st ng 8 DIP WL
Existing 15° CMP H
- ~ ~ ~ ~ ~ S 89'36'14"-E 1468.02' I
Zoning: R 40 _ . .
_ Inv:, In 278.90 ~ . h - - In 278.90 _ i , - TORREY LANE_ _ _ _ _ _ _ Existing 12" RCP
• 'v ~ • 6o L--J ~ --------------~is~ng Private Gravel Drive ' '
Inv. t o` o RESOURCE.` r ~ 277.4 ~
~ ~ a C NSERVATION nv. '"Existing Conc. Slab ~ Out 275. 9 Inv, In 277.: ~ / Q ~ BUFFER ~ I= 9 .Inv, In 277:54 > ' Inv.. Out 296.4, / ~
S0' o`., c ~ t LJ ,,.~nv. `In 297.60 - /
RESOURCE a v `o} ~ / Existing o ~ 3 ~ 18" CMP / ~ ~ ~ ~
CONSERVATION ~ ^ ~ QQ BUFFER ~ ~ ~ N Tract Line
~ o - . Rg a ~ ~ ~ I '
1896 ~ ,r ~ ~ ~ ~o . ? -
)7 ~ _ H
Ex. MH • ~ ~ ~ - ° ~ > ~ ~ Rim 255.83 ~ p ~ ~ Existing ~
Inv, In 242. 5 ~ ~ ~ ~ ' ~ Conc. ~ Existin ~ ~ i
100, Floodpl n y Inv. Out 242.32 ~ ~ ~ ~ ' Ground @ Mki 254.5 ~ ' ~ Slab Metal ~ Existi H n Pum ouse 9 P Ce e.ied ROW Bldg.
- ..m, N ~ ~ ~ o - - - - -L=- J~ ~ l^B 5926 PG 906 ) Inb'In 307.84
~ , ~ ' ~ ~ ' 0~ I Inv. 0 _ 78" RCP - ut 307.30
/ i / . i . ~ OP11 - _
ATV ~
ib ~ ~ Tract Line r ~ ' ~ ~ ~ , Butfe M TELE
~ ~ ~ ter' PTO E ED ~ ~ ~ i
~ ~ a \ •NR~ ~ a N
L 4- N ~ ~ ~ ~ ~
3 ~ ~ o!i', N
i o 'Zoning: ~ 5~ ~ .....Existing,' i J I', ~ ~ n - J ~ Existing Building (Tyo ; ~ i v~ ~
o z R-20 ~44er. .Wetlands. r •ccn.. - ~ ~ , X4,394 •SF - I- _iJ- I ~ n ~ ~ m
ti [ k Existin Buildin T Q a ~ ) 9 9 YP ~
3 \ _ • ~ _ ~ 1 .......1 I Q=
; L ~ o RESOURCE . / _ _ ~ . ~ ......1 I Oo u ~ I ; 3
I~jNN. ~ ~ Y 4 _ CONS TION ~ : - . ti ~ 3 o a / o o ~ Q BUFFER ~ / _ . . ~ ~P I W
Iw U . ~ m ~ -W Q
c~ ~ ~ ~ . . yr ~ . L D - Tract Line TO BE REMOVED T- _ _ J Q
- I~ ~ ' U
I ~ ~1 ~
Zoning. II
R-20 - RON PI E FOUND ~ _ r~ w r ' in 1 Sto Exist 9 Y V1
N 89'2743" W 212.37 ~ ~ ~ N 89'27~3'~ 200.00' N ' 743" W 6 .0 ' N 89'27'43" W 66.88' ~ ~ N 89'28'7" W 395.08' Manuafactured Home - - - - - r 1 r_1 N 89'26 37 ~ 89.91 ~ ~ ~ N 89'36'02" W 450.60'
~ ~ IRON PIPE FOUND - - ~ ~ Z h""1
End 5' Conc. SW m' End 5' Conc. SW~~-a ~ ~ I 30" C&G (Standard),~~ Existin Street L'i ht w
and 30" C&G (Standard) N 9 9 ~
I ~3 F...,
„ o
Private Open Space Existing Water Valy Z , ~ - i I i!
3 l s
p, i~ o i Ap•proximate Location ~ ~ I fi
~ Zoning: ~ ~ ~ ~ ~ Existing 8" DIP WL O
m I ~ Existing Breezeway Subdivision ~ li~~
° BOM 2000 PG 1858 ~ ~ I~~11 ~ ~ To Ri 272.29 Existing Breezeway Subdivision
Shelf Pro ect Side) 265.72 Existing Br i~ Zoning: R-15 Inv. Out 25.21 BOM 2000 z BOM 2000 PG 1858
~ _Mjj Zoning: R- ~ Zoning: R-15 O 1 ~
' r I
~ Ex. Sanitary o' Sewer
c~ L;
n ~ i 0
N
~ To Rim 273.50 s - Inv. In 263.70
Ex. MH MONABREEZE WAY N 3 Inv. Out 263.50 ss - ss -
60' RAW (PUBLIC) N
o ~
~ Ex, MH Rim 254.26
Inv. In 239.46 l ~ FHYD
Inv. Out 239.26 ~
Ground @ MH 251.7
CAR
. 0~~ , 0 . ''FESSIp • '
•.9 ' ' Q
/ - ' L
i 2 a_ 1- ~ -
GRAPHIC SCALE ~ ~ iy ° ';v •'•F cl E~~''
N 50 p 25 SC 100 200 ~ /Q'•~'...~~0~\~
B. E '~~r~~~~~~~,,,,
[N FEET) PRELIMINARY
~ inch = 50 ft. NOT FOR
CONSTRUCTION
ens n lneerln
Ci~~il En ineerin -Land Develo ment Services g g P
eedmoor Koad - 5ulte 204, Kalelgh, Nl- 27, 61;3
ph: 1 844-1321
fat ~19) 844-1323
email [e-mail]
Drawn Bv: SLS September 14, 2005 cool
Checked BY: JBE

i
# REVISIONS
1 ROAD REVISION - 10/26/05
2 STORM EASEMENT - 04/25/06
g -4L~ ~
~ ~
i
~ ~
~ ~
i
r1/F
Charles Tablet DB 6301 PG 285 NSF
fcx ID 0?047F,3 Irvine Tabler
Zoning: R-zo DQ 6197 ('G :786 ~ Tax 1D 6?0476'l ~ ~
~ ~ Zoning: R-26
I
~,~r,;r~g: h
i
. . . .
~ ~ a ~ ~ ~ ~ r ~ ~ t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6J \ . .
o o RESOURCE. /
~a / / \ \ / ~ V a ~ C NSERVATION / / 4 ~ E3UFFER _ ~ / \ \ / / / F""~
~o ~ ~ • ~ ~ / \ \ 16 / i
RESOURCE ~ D c,~ ~ / ~ ~ coNSERVal1oN~ ~ e / \ \ \ / / / ~ ,i
~ ~ Q ~ / \ V 16,245 SF ~ F3UFFER ~=c~ ~ ~ ~ ~ 0.37 Ac. / /
\ / 17 w- w 1896 ~ 15 \ \ ~ .Ra ~
PRIVATE OPEN SPACE' o \ / / 18 630 SF ~ Q TO BE MAINTAINED ~ \ \ ~ x x I I
\ 14,130 SF , - - . ~ / / 0.43 Ac. / P.~ BY THE HOMEOWNERS , • ~ 0.32 Ac. \ ~ / /
ASSOCIATION ~ > / r
AREA=,2.87 C ~ ~ / \ • 100' Floodpl n 50
' / ~ \ GREENWAY ~ ~ ' .
EASEMENT \ ~ ' 20 GBLIC
I I STORM EASEMENT • / i
• ~ i / • I 1
• ~ ' I ~ I I I ~ _ _ , _
~ 5~ I I c _ _ _ _ f
I I I ~ • / PHASE I _ _ _ _ I ~ - ~
PREVIOUSLY _ - - - I I APPROVED
• • . END TREE I ~ ~ . _ __-_-_t--~ ~ _ _ _ _ I I
. ~ PROTECTION .r- ~ \ ~ J_oning • F~ ELINE ^ cv
R-20 ~ ~ I / / Existin ~ ~ ~ 9 \ N~
r' ~ ~ 'I~etlands ~ \ I I ~ rx ~
~ k ~ ~ ~ a 394 SF I ~J
I I ~a ~ _ - ~ 1 ~ I Q ; ~ _ 6 / WC RAMP ~ \ I I zm
a ~ RESOURCE ~ \ I I Q a_
I ti, a v Q ~ CONS / „ i - - - ~ ~ V . o ~ v Q ~ _E~FHA110N / I ~ ~ \ ~ ~ d= 0
v. ~ .BUFFER. / ~ ~ m ' ~ ~ I. 5' SIDEWALK \ ~ i\ 1. ~ I I
W I J D]
~ i I 60' R/W~ ~ V ~ B - ~ I 17006 SF ~ Q i n rY
y ~ ~ ~ 0.39 Ac \ \ C > \
~on;n:;: ~ BEGIN TREE ~ ~ ~ \ I. k 7G PROTECTION ~ 3D" C&G \ ~ J V
FENCELINE ~ ~ \ ~ . _ j --I - --I
I _ I ~ ~ _ Y
--1 - ~ ~ s I ~ - I V1 w _ W
End 5' Ccrc. ~,a, W ~ ~ i i
and 30" U&G ~St,. ,nod; I ~ ~ - ~
~ Q 3 I I ~ ~
Privote 0 en S ace ~ ~ ~ ~I~ I P p I I I ~ H
z,~ i ~ H
I ~l m 'I m ~ I / I ~ ~ ~
~ d~ ~ ~ a I p III I ~,~~~~,g III o
I I I, i
I Existing Bree~ewoy S~~~:.I.s~~ ~ I I~ .D I ~ ~ ~ ^
BOM 2000 PG 185 ~ I i Zoning: R-15 ~J
- ~ ~r;~<t~n~ ~.reez 2000 PG - ~ ~ ~r;~<t~r~ ~~ee~eway ~~~b~,
- ~ R-1 ~nr ~ i "'1 P^ III ~ 1858 i
~g: 5 ~~~'y: R-15 '
~ O
I w
W
I a
O
MONABREEZE WAY
60' R/W (PUBLIC]
_ .
j l
I
UTILITY INSTALLATION AND OVER PUBLIC FACILITIES INCLUDING
SIDEWALKS AND HANDICAP RA41PS ARE TO BE CONSTRUCTED
ON ALL STREETS AS SPECIF!EC BY CITY CODE. THESE
CONDITIONS FOR CONDITIONAL USE DISTRICT SITE DATA FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
TABLE AND SHALL BE SO INSTALLED JNLESS A CHANGE IS
1. EACH HOME WILL HAVE A MINIMUM OF 2,600 HEATED SQUARE FEET, PROJECT: BREEZEWAY WEST, PHASE II AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER ~iiiui~i
OPEN SPACE: REQUIRED = 1.15 AC (10%) 2. EACH HOME WILL HAVE 2-CAR GARAGES. SITE INFORMATION: JURISDICTION: TOWN OF GARNER PROVIDED = 2.87 AC (25~ EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ~q ACCEPTANCE. RD
EXISTING ZONING: R-40 , R-5 (C-79) ;Q~ •,9
3. EACH HOME WILL BE 3 SIDES OF BRICK AND/OR EXISTING USE: VACANT SIGNATURE ,
STONE OR A COMBINATION OF BOTH. PROPOSED ZONING: R-15 (CU) IMPERVIOUS: HI GH DENSITY OPTION
PROPOSED USE: RESIDENTIAL MAX ALLOWED = 357 4. UNIFORM MAILBOXES WILL BE USED FOR EACH HOME. WAKE CO. PIN 1700748437 PREVIOUSLY = APPROVED PHASE I 98.881 SF (2.27 AC) = r 23 = - 1 CHIEF ENGINEER , . ~ ~ ~
1700741451 PROVIDED WITH PHASE II = 3 7 SF (0.69 AC) 5. GABLES MAY BE FACED WITH HARDIPLANK (FIBER CEMENT) PHASE I SITE AREA - 5.70 AC TOTAL = 128.956 SF 25.83 q .•F 2 ~ ••N INE~:••
( OR OTHER ASTHETICALLY PLEASING FIBER CEMENT PRODUCT. PHASE II SITE AREA = 5.76 AC DIR. OF PUBLIC UTILITIE •
TOTAL TRACT AREAGE = 11.46 AC NOTE: PHASE II BASED ON 5,270 SF IMP/LOT FOR B. TRAFFIC ENGINEER
NOTE: 100-YR FLOODPLAIN EXISTS ON SITE LOTS 14-17 PROJECT IS WITHIN THE LAKE BENSON CONSERVATION DISTRICT CLIENT INFORMATION: BLACKCAP PROPERTIES, L.L.C.
MR. PAUL CAPPS, MANAGER CONSERVATION ENGINEER PRELIMINARY
GENERAL NOTES MR. CHAD BLACKMON, MANAGER NOT FOR
LOT INFORMATION: PROPOSED # LOTS = 4 547 BENSON ROAD SUITE 102 CONSTRUCTION
MINIMUM LOT SIZE = 14,522 SF GARNER, NC 27529 1. THE TOWN OF GARNER'S UNIFIED DEVELOPMENT MAXIMUM LOT SIZE = 18,846 SF PH [phone]
ORDINANCE CONTAINS DEVELOPMENT STANDARDS FOR AVERAGE LOT SIZE = 16,805 SF ENGINEER: SINGLE FAMILY AND MODULAR HOMES. PLEASE EDENS ENGINEERING, P.C. ell s n lneerln
REFER TO SECTION 6.8. SETBACKS: R-15 ZONING: ATTN: JARROD B. EDENS, P.E. GRAPHIC SCALE Civil En ineerin - Land Development
FRONT: 30' 6521 CREEDMOOR ROAD - SUITE 204 2. INSTALLATION OF TREE PROTECTION FENCELINE ALONG SIDE: 10' RALEIGH, NC 27613 g g Seri ices 50 0 25 50 100 200 65~2) 1 Ceedmoor Road - Suite 204, Raleigh, NC 27613
THE NEUSE RIVER BUFFER WILL BE REQUIRED PRIOR REAR: 25' PH [phone] ph: (919'. X44-1321
TO ISSUANCE OF A BUILDING PERMIT FOR CORNER: 25' FAX [phone] INDIVIDUAL HOMES. fax: (919 a44-1323
MAXIMUM BUILDING HEIGHT = 35' EMAIL: [e-mail] IN FEET email: ( ) 1nfo~a,edensengineering .
coin 1 inch = 50 ft.
Drawn By: SLS
September 14, 2005 C100
Checked By: JBE

i
# REVISIONS
1 ROAD REVISION - 10/26/05
i~
2 STORM REVISION - 04/25/06
I

j
NSF
Charles Tabler NF / ' Irving Tabler i
DB 6301 PG 285 DB 6197 PG 586
r Sewer Tax ID 0204763 Existing Sancta y Tax ID 0204762 I F.,..~ Zoning: R-20
Easement Width Not Verifie Zoning: R-20 A roximate Location ~ I PP
Existing 8 DIP WL ' ~ I-
- _ _ ~ i i' '
' ~ ' ' In '
Zoning: R-40 , . - ~ , ~ i _ ~ ~ - - - - - ~ _ I~ i ~ c < -
~ g g _ Y _ _ _ _ _ _ - _ _ _ _ i v _ , - _ -z ~ ~ ~ { - ~ r ti ~ i ~ ~ ~ I ' l ~ i ~ ~ ' j 1 ~ ~ n~ _ ~ ~ I ~I ~I 1 ~ ! Iii
. y ~ t x ~ ~ \ ~ CO (TYP.) ~ ~ 7 - i ~ ~ 7 ~ ~I ~I ~ -1 ~ ~ l~ ~ - ~ I- r- -
s ~p ResouRCE i \ \ ~ / / ~ i , y i a ~ ~ C.ONS.~ RVATIO\;/ ~ ~ ~
a- ~ ''BUFFER / A A / % ~ ~ t , c / \ \ 16 / / 1_ ~ ~ ~ ~ ~I r ~ z. - ~ l r, I 4t
(i l ~ ~ ~ ni ~ i /1 ~ I I r J ~ ~ i i ~ ~ ~ ~ ~ / ~ i i i `I ~ 1
RESOURCE ~.~1 ~ ,o ~ ~ ~ I ~ ( ~ ~ a ~ Q ~ ' A V' ` h ! ~ ~ I' CONSERVATION m „ ~ ~ . / / / ~ ~ , I i ~ ~ ~ i ~ I ~ i ~i~ 1 I 'I r'
17 i ~ ~ ~ BUFFER f v, La, ~ ~ \ ~ / ~ / NRe \ ~ ~ 20,36y Sr ~ .~r~t3 ~F ( I ,~sC ~F ~ I 1~,,~'_. _ I I I~ .20,369 Sr I I ~ ' _ j ~ i , ~I ~ r~ 3~ a~ ~ , ~ i r, ~r a~
~ a \ \ \ / / - - / r~,' ,x, ~ 0.47 Ac. ~ ~ o ~ ~ A' \ ar `pa ~ ~ ~ ~ i J7~~~_ I 0.47 ~i I ~ i _ ii i I ~ i i j ~ ~ I' i l ~I
I I ~ j I~ ~ v ';I i ~I i ~ i f
~ ~ A ~ ~ / ~ ~ - \,y ~ i I i ' I ( I ~ i I' f I i i i
Eft. MH ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ , w~ (TYP.) % - _ - ~ - A 1 T - ~ ~ <Rim~ 255.83 , ~ ~ , = - _ ,1 ~ ~
Inv. In 242.75. ~ , ~ r ~ ~ ~ la , , ~ , 5Q, ~ - ~ , Is ~ ~w % i ~ ~ I ' ~ - i1 I I ~ t------- , L--------- - - - I 1 I ~ , I'
Inv.<Out-242;32. ~ , 100 Floodplain ~ - \ _ "l ~ I~ I ~ ~ ii ~ GREENWNY ~ ~ - 1~ ~ i Ground ©MH 254.5 ~ \ ~ ~ EASEMENT ~ 20' GBLIC ~ , ~ moo- I ; I L ~ i I ~ ~
. STORM EASEMENT; - = r g l`~Ni N n i \ - i, . ~ -
i ~ ~ ~i X----- /l ~ ~ ~ c- F i , ~ I
~ ~ ~ ~ ~ 2 .068 + r r _ ~ ~ irl A ~ - - ~ ` ~y, ,
I ~ 0.55 Ac. I I ~ - 50 + ~ I , I~ , i ~ I. , . j ~ c ~ r o i PHASE ~ : f~, I F, , r,~ r~ ,
_ r I ~ ~ gaffer ~ I - ~ - , I i I a
~ v . ~ PI _ ~ ~ „ PREVIOUSLY APPROVED 1 ~ ~ R0AD`~'r1 ~ ~ r ~ r- ~ ~ I v~„~ ~ --'--r- ~
i V + i' i _ , ~ .
_ , 3 ~ ~ \ i/ I ~ ~ ~ ~ , 1
i ~-I~ ~ ` ~ i I ~ ~ ~ _ h_. ~ v
5 L o 9 etland . ~ ~ \ . 6 z R-20 gaffer ~ . \ ~
• 4;.94 SF • ~ m ~ ,l ~ _ ~ ~ ~ , ~ ~ - - - - - - r- - - I ~ ~ i , ~ ~ ~ ~ ~ ~ ~ I ~ a
. . ~ i i ~ ` - i ~ I I I I I~
. s,a . ~ ~ _ 1 I 1 V ' i 0 C _ c Q r' ~ 60 ,r' i, ~ - - ~ . ~ ~ ~ ~ ; ~ V, - - - ~ I! ~ ~ ~ , ~ ~ 1 ~ I 3 i 1 I ~ = T
T ~ o. r _ RESOURCE i ~ . _ _ ~ _ a X~ E ~ o o ~ r nr~ / ~ ~ - ~ ~ - - V ~ 1 ~ ~ 19,786. SF ~ F I w 6S / ~ I. ~ Z
I o o ~ Q ~ _ ~ BUFFER ~ ~ , ~ \ _ ~ - - A V ~ 0.45 Ac. Ac. / ~ ~l ~ _I 1~ (i:~<, I _ ~ I 15;05 SF ~ I 15,076 Sf ; ~ '.5'25 SF I II~ ~ ~ ~ ~ I _ 1 o^
. a, oc ~ I 4 \ ~ , ~ ~ ~ ~ I ~ - I ~ I'. ) r I ~ I 0.3.. A,, v.., _ Ac. I ~ I s I w o'
,1 w i ~ A I . . I v o~~ i ~ ~ i ~I i c ~ 1~,2oa sF ~ ~ I~~. I ~ ` ~ I _ , ~ i 1~ ~ > ~ H 3F, AG'. I, ~ 1 i ~ ;
_ i ~ NR ~ - - ~ 1 I I ) f ! ,
~ ~ f j I I ~ I ~ ' z I I I I I. t II'` I % _
zoning. ~ ~ ~ I I - - - -----r . L------J ~ ~ ~ 1 i
I _ R-20 8 ~ ~ ~ ~ ~ CO (TYP. l~ ~ ~ ' ~ _ 8 ~ o Q ~ ~ a 1 i ~ ~ 1 ~ I N ~ o i I I
, x ~ ~ ~ ~ ~ ~ ~ ' ' '
- , ~ ~ i - I
Ena Conc. SW i i I I antl 30" C&G 'Standard) ,i H GRAPHIC SCALE ''E~~isting s~r~~et~eight
, ~
Q " ' ONNECT TO ~ o EXISTING WATER MAIN SO 0 25 50 100 200 7 H
Existing Water 'JCIV Z ~T -I MH 7 (SERVICE FROM L~ FS AT 45' ANGLE.) O/^
T V1
~ ~ 8" PVC SS c ( IN FEET ) 1 inch = 50 ft.
- X o Approximate~oc~,~cr
~ ~ ~ Existing 8' D~R WL ~ NOTE: PLOWABLE FILL BACKFILL MAY BE ACKFILL MAY BE REQUIRED AT UTILITY
CROSSINGS WHERE A UTILITY TO Q E A UTILITY TO BE INSTALLED CROSSES
Too Rim 272.29 UNDER A PREVIOUSLY INSTALLED I ~ Shelf '~rc~eat Sicel 2oD JSLY INSTALLED UTILITY.
W imp. Out 25.21 I Ex.
~,MH
'''i . r Ex. Samta Y
I I} Sewer
I' ~ i'

Top Rim 273.50 ~ ~ -
lin~: lou 26 s?° o Ex. MH MONABREEZE ss-ss- 60' RAW PUBLIC)
~ GENER GENERAL UTILITY NOTES
UTILITY INS`ALLATION AND OTHER PUBLIC FACILITIES INCLUDING
1. ALL Ci 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH (UTILITIES) SICEWALKS 4ND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALA STREETS AS SPECIFIED BY CITY CODE. THESE
STAND, STANDARDS AND SPECIFICATIONS. FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH CARS ,
2. STATE AND SHAD EE SO INSTALLED UNLESS A CHANGE IS ~,••'E~~' ~i , 2. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF RALEIGH ENGINEERING AUTHORIZED 3Y WRITTEN APPROVAL. PUBLIC SANITARY SEWER ; ~OF 0 ,
AND F DRAWII AND PUBLIC WORKS DEPARTMENTS SHALL REVIEW AND APPROVE THE CONSTRUCTION NT T RECORDED PRIOR TO FINAL Q , ITTING THEM TO THE STATE FOR APPROVAL. EASEME S hRE 0 BE j-'^ DRAWINGS PRIOR TO SUBM ACCEPTANC= -
j = ~ ~ ;
3. ALL N 3. ALL NEW SANITARY SEWER MAINS ARE 8 PVC UNLESS OTHERWISE NOTED. SIGNATURE ' ~ ~ ° •,F ~,Q;•' Gj
II i 4. ALL S, N TED. i INE,, 4. ALL SANITARY SEWER MANHOLES TO BE 4' IN DIAMETER UNLESS OTHERWISE 0 CHIEF ENGINEER
~I Q 0~ ' ' E B.
5. ALL N 5. ALL NEW SAVTARY SEWER SERVICE LINES TO BE 4" PVC UNLESS OTHERWISE NOTED. DIR. OF PUBLIC UTILITIES
6. MINIMI 6. MINIMUM PIPE SLOPE FOR SANITARY SEWER MAINS IS 0.50%. TRAFFIC ENG NEER
PRELIMINARY
7. ALL W 7. ALL WATER SERVICE LINES TO BE 1" TYPE K SOFT COPPER UNLESS OTHERWISE NOTED. CONSERVAT'CN ENGINEER ~TQ'j' FAR
8. FLOWA WA FI L BACKFILL MAY BE REQUIRED AT UTILITY CROSSINGS WHERE CONSTRUCTION 8. FLO BLE L
A UTI~ A UTILITY TO BE INSTALLED CROSSES UNDER A PREVIOUSLY INSTALLED UTILITY.
Ineerln ens n
I Ci~~il En ineerin -Land Develo ment Services g g A
FiS~? 1 Creedmoor Road -Suite 204. Raleigh, NC 27613
v ph: 919 844-1321
fax: [phone]
email: [e-mail]
Dra,xn By: SLS
September 14, 2005 C120
Checked By: JBE
~I

I
I # REVISIONS
1 RGAD REVISION - 10~26~05
2 STORM REVISIGN - 4~25~06
i
h
h
i ~ ~
~ N /F Charles Tabler ,f
DB 6301 PG 285 N~ r , ~ _i 7 i a~~l r e
~ Tax ID 0204763 Zoning: R-2G Q fJrs 6197 PG 586 , ! '
I Tnx Ip 02Q4162 C 7oninc~; R-2U
~ ~ i i
- - _ ~y ~ j ~ExisEin~ 15" CMP = - - I ~
i I - n _ - - - ~ - 7 - _ ~ - li I;
~ i ~i ~ _ . . t ~ i V _ 1
y -x---=- x ~ Y x - x_ -x._ -x~-_'x ! . ~ z. x 1 x_ _ x x _ ' x ~ ~ _ - \ _ v~ 280 - in~~in 27890 z - u~in 278 0~ ~ ~ < ~ _ < < < I< ~ ' ~ ~ . + 7.42.
_ I/ 1 --r" ~ ~ - ~ ~ _ -
- ' ' ~ o ~ .RESOURCE - - a NSERVATION / ~ ~ \ _ i ~ In : Out 1, ~ < - -
r, 2 7.40 . ° BUFI`EfP / ' ~ - nv _t 275. 9 ~fn~. n 75; 9 Inv. n 2 7... ~ ~ ; i ~ I,~ ~ ' _ ~ ~ ~ ~ l~ ~
E~ ~ ~j Inv. Dut 296.43. /~",r ~ ~ i ~ ~ ~ ~ ~ ~ ~I a , T ~ ~ ~
RESOURCE c°.~ ~ o / _ ~ ; A ~ ~xistin g CONSERVATION ° ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ - I I ~ v N ~ I env, I 297.60 , - o ~ ~ C ~ ~ ; ~ ~ 13 00 ' ,
a~ , v~ ~Q H ~ H ~ ~ \1 M P BUFFER I ~ ~ ~ 17 ~ ~ 1 ~ ' ~ i l i ~ ~ ~ i ~ ~ i i i ~ ~ ; , , ~ ~ I ~ ' I, ~ I i, ~
of c, ~ • ~ ~ 5 ~ = ~R6 5~~ ~ I I ~ I ~ I I i; ~ 1
• ~ ~ ~ _ k Z _ _ ~ ~ ~ _ I i I ~ ~ ~ H H ~ ~ I I ~ + ~ I 1~ I ~ ,~I I I I I(
• ~ ~ „ ~i~ ~ ~ ~ I I E I ~ I ; ~ i' ,
I h k I „ ~ , 3 SHOULDER WITH ~ ~ ~ ~ ~ i ~ i {I' i~,' ~ I ~'C i I h,
~ 3:1 FILL SLOPES ~ 100„ lood I n 50 \ 1 ,
P GREENWAY, ~ ti AROUND - X ~ ~ k' • • l CUL-DE-SACTO ( r- I ~ ~ ~
' , EASEMENT 20' PUBLIC ~ \ ~ ~ MINIMIZE-STREAM... STORM EASEME IMPACTS I ~ ~ r . - ~ 1 - 'm i i ~ ~ ~ i
~ c 0. I ~ N N ~
~ ~ ~ , ( N 1 ~ - ~ / m ~ ~ ` ~ N Ai'^-~._~ i ~ ~ ~ ~ E - - i i v ( ..i i p ~ _ ~ ~ -...e _
„ 52 PERMANENT _I I i ~ I • LEVEL SPREADER FES y ' y i ~ > ~ - ~
. ~ / •AT ELEV 253.00 265 JB - i ; } - a 2f8 -58 'duffer _ ~ _ ~ I ~ y~ ;lam. i ~ ~ r - PHASE I ~ _ ~ ~ M ~ - - _ - Ark ;
r ~ w _ . ti ~ _ ~ _~t, ~ l
SETTLING ~ PREVIOUSLY APPROVED ~ ~ ~ - ~ I r,,; _z ~j \ sar~ ,
i ~ ° . END TREE ~ / ~ BASI
_ PROTECTION • ~ ~ NNr~ ~ F~E ELINE ~ f ~ - - . _ -'r - - , I - _ _
• ""~•s» RCP ®5.7% R-20 ~ CROSSING ~0' ~ ~ ing ' \ HW 7 r, . ' _i ' I j ~ I ~r 3 V 1 I ~ ~ ~ , o I i 1 1 ~ CY' cc
_ , TW: ` .50 HW 8 h etland . ~ ~ r x 4:394 •S 1 ~ U{ ~
~ o ~ ~ ~ =8 255:83 TW: 2fi~w60 ' - 'I ~ ~ ' ~ a ~ ~ _ ' - ' W: '256.83 \ ' ~J r--- 1, ~ 4
~ a - - ~ ' Q _ - ~ ~
- ~ 1 , o ~ ~ • - ,RESOURCE , [ . ~ ~
c ~ ~ Q ~ COPJSE~1+trP,T10N _ ~ • ° • ~ Q ' , ,,,,e, . .SUFFER / 265 \ ~ _ o a~ I I ~ r
i I 1 I I I 1 ~ ~ ~
. , I IL / ~ I i I ~ ~ ~ i Cam
~ • ~~g _ _ _ 2 ..INSTALL CONCRETE ~ ~ ' ' ' ~ • . ~ / ~ / ~ ~ i I I ~ ~ 0. 0= ' I ~ i ,~~i Q ~ ~ ; ,
„ ~di HEADWALL AT _ _ r N ~ , 26 INLET AND OUTLET. - - ~ ~ ~ i ~ .l I ~ ~ I I~ > , ~ i JI
Zoning: BEGIN TREE ~ ~ ~ ~ i PROTECTION ~ % i OF CULVERT SEE ~ _ \ L - - - - - - - - J / I
Fv-20 ~ 8 i ' DETAIL THIS SHEETi - ~ ~ ~ I FENCELINE ~ 26 _ ~ ~ ~ ~ ~ I I any ~I ~ V-~.--~ j~ `~--~-'r------ L-_~~_ ~ '
i . ~ ~ ~ 1 , II C~ ~ I ~ h ~ i ~ ~ L~~ ~ ~~i ~ i 1 . ~ ~ C)~ 1 ~ ~ yy~ ~ ~ Q ~ O ~ -
~ ~ ~ ~ 11+00 ~ ~ x~~: _ - _ x x ~ 1 1 ~ ~ = - - - oo
E a Conc. ~W ' ~ ~ ~ H ~ U
and 30 C&G (Stv~acrdl i i m i ~
n ~ I - ! r. ~ _.reet _ . i ^
is I I r1 Private Open Space I i ~n ~
i z N _ V 1 r ~ ~ w
3 ~ ~ ~ ~ ~
0 Z,nl~ ~ ~ I N l ~ ' q. ~
R l I, i 01 ~ Y^r ~D I T I i I H
s Exis'tina Breezewc~ subdivision J 0 H
BOM 2000 PG :~8'~; n Zcninq: -?5 1 00 n I
I ~ ~ Ex;s"„g ~ 1 i Lx,~s, 5,e eno _ _ ~ ,s~
~ - ~ ~R rig. ~~,g: R-15 I
i~~ ~I ~ ~i r
U Ii m O
~ rv i
~n u~
O
~ ~ 110\.-BREEZE 1~~.a1~
60' RSV! (PUBLIC)
I o ~I I
' h i
O ' o
I - SPREADER LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL RBED SOIL Y Y ~ ~ _ J R' vt ~ ~P~~ ~ ~ Fao
TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE SPREADER. PROTECT IT WITH AN EROSION RESISTANT MATERIAL Ec H OF THE Y 'r'~ _ ~ ~ w ~ ~ y~ ~ ~ _
_ SUCH AS SURGE STONE TO PREVENT EROSION, TO BECOME ~ ATERIAL " ME ~
S I O R _ i ESTABLISHED. ~ ,
SEE DETAIL ON SHEET C160 INLET RIM INV. IN INV. OUT OUTLET PIPE OUTLET AREA- THE OUTLET DISPOSAL AREA MUST BE GENERALLY FOR NCDOT STANDARD HEADWALLS SMOOTH AND WELL VEGETATED WITH A MAXIMUM SLOPE OF 1 % ~ ~ - - ~ i 4 ENERALLY ~ ~ "
00. OF 10%. Y ~ _ ~,1 ,'r~
HW 7 - - 256.00 - I~ i VEGETATE ALL DISTURBED AREAS ~ ~ - e V~' ~
HW 8 - 257.00 - 56.98' - 36" RCP ®1.76 ~ / ~ ~ u~" ~ , Y ~ -.r ~Y C KY
I CONSTRUCTION SPECIFICATIONS FES 9 - - 257.00 - _ C5
1. THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE 1 JB 10 263.00 257.53 257.43 73.00' - 15" RCP ~ 0.60% EXTENDING 6 INCHES OVER THE LIP AND BURIED 6 INCHES A / G u Y i _ ~ A? ~ , Y~ t~uXt,
DEEP IN A VERTICA L TRENCH ON THE LOWER EDGE. ICHES ti~ ~ ~ i ~
EXISTING CHANNEL CB 11 262.30 257.98 257.88 35.00' - 15" RCP ~ 1.00 THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT
\ ~ ~ CB 12 262.08 - SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY i GRADE 258.58 60.00' - 15" RCP ®1.00% SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES L N ~ _ STABILIZED ~iiiiiii~
0 G. ~ 36" RCP ~ ;HES LONG. _ ~r SLOPE i,~ ~ y k~, CARS
- 2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING ~ / OF STORM RUNOFF. Y SPREADING _ ~ , ~ ~ ~ N ~ •~FESSIp ' STABLE ~ J : ~ ~ Y x~ . Q
~i UNDISTURBED / ~ ~ ~ ~ '
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. Y 12" ~ OUTLET AREA ~ j ~ ~ ~ r! i- oiL. ~ GRAPHIC SCALE _ _
(NOT ON FILL) y _ INVT IN - - ~ ~ / / ~ ~ ~ , , r - 5 , ~ ~ ~ ~ 50 0 25 50 100 200 ~ ~ ;
! - = 257.00 LEVEL SPREADER CHART 4 CONSTRUCT A 20 FOOT TRAN T SI ION SECTION FROM THE E ~ r~ ~ ~ ~ '
I DIVERSION CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH AND DEPTH OF THE LEVEL SPREADER. vlorH - ~ R ~~'0 0 r
I SPREADER TOP LIP LENGTH WIDTH ~ ~ tl i"~' (1N FEET )
I 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY Y ELEV. ~ ~ STABILIZED SLOPE, NOT TO EXCEED 10%, MAKE SURE THAT OPERLY Y" inch ft.
THAT _ ~ PRELIMINARY OW FROM a_ ~
H ~ 1^', i THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM ~ADWA~~ ~ETA~~` ~ CONCENTRATING. 253 52 10 . ~ 1 3 ELEVATION POINTS ON NQZ' FQI~ y~, SPREADER ALL AT SAME
NTS 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED CONSTRUCTION ELEVATION TYPICAL _Y SEED ~ ~
AND MULCH THE ENTIRE DISTURBED AREA OF THE LEVEL _y,_ ~
SPREADER. - r-~ ~ ens n In rl r ee n
Ci~~il En ineerin - Land Develo ment Services
I ~ p
SURGE STONE LIP 63,521 Creedmoor Road - Suite 204, Raleigh NC 27613
ph: (N19) 844-1321
i fax: [phone]
email: info a~ Ledensengineerin~'.com
STANDA STANDARD LEVEL SPREADER
Drawn By: SLS
September 14, 2005
Checked By: JBE C140

I # REVISIONS
I
1 ROAD REVISION - 10/26/05
I 2 STORM REVISION - 04/25/06
,

i
_ ~I
~ _ - ~ i r i~ ~i ~ ,i
I - . _ - _ _ < - ~ 4 ~ ~ ~ <__T ~ r i, _
- l~. ~ _ j I ,t , i I i / i~~
_ - - ~ ~ a - _ i _ ti ~ ~ _ ~ , _ ~ ~ __.1 ~ I ~ ~ I , - _ ~ - ~ ~ ~ ~ ~ - - ~ - - ~ - - - _ I _ - - ~ - - i _ ~ . ~ ~ ~ ~ ~ 1 ~ LJ ~ 1, ~ ~ ' ~ i ~ t ~ I I i i ' H
` ° o RESOURCE,.. / T ~ L ~ , ~ a ~ C.CNSERVATION,/ , I ~ ~ ~ l
~ ~ ~ Q m ~ BUFFER ~ w 1. j I

RESOURCE p ~ ~ ~ : w ~ ~ \ ~ f' / I I ~ f ~ ~ , ~ I i ~ I~ i ~ ~ I ~ i ~ iI
y CONSERVATION ; v ~ t \ 17 BUFFER ~ ~ ~ ~ ' raF N 1 R ~ \ ~ r.- Rg ~ ~ ~ ~ 1 ~ I ~ ~ i
~ 15 ~ ~ ~ ~ ~ ~ t 1 ~ ~ I I ~ \ I
p., ; ~,r ; y a y ' ~ ~ - - - i LIMITS OF 1~ ~h ~ ~ ~ ~ ~ ~ ~i
- DISTURBANCE. / ~ a I ZONE 1 ~ ~ ~ ~ r ;,1
` ~ y \ ~ ~ , ~ ~ _
INLET ZONE 2 100' Flood I~rin 5Q ~ ~ ~ . IE1 ttfl~ ~ ) ROTECTION i r- P, i~ ~ ~ , F , I
< _ ~ TYP. ~ ~ ' ~ EASEMENT ~ 20 9U6 ~ - _i r~~ ~ i ~ _ ~ ~ ~ ~ ~ -
N` fc, ' STORM EA ENT 1 - I,;~; I . I r- ~ ~ ins ~ _ ~ " - - -
0 ~ a" " aa i ~ ~ : ~ ~ 1' ~t~ ~ I ~ ~ ~ ~ , - n ~ ~ i~!l ~ ~ - - _
r ~ ~ ~ ~ ~ i ~ ~ i ' ~ , i , -
0 ~ d~ - _ ~ ~ i i 5 , i ~ r!!T „ v - ~ r,', PHASE I ~ _
ffet - ~ I eu ti SILT FENCE +
~ TPF , - , X OUTLET ! ~ R VED ~ r 'PREVIOUSLY APP 0 - Y~-. _ _ _ c~~
~F- ~F --fir ~ (TYP) ~ ~ ~ ~ ~
END TREE f r ~x_ i ~ ~ I - ~ ~ , ~ i ~ ' t~, ~ c~1 ~
PROTECTION% _ _ r~ ~ f r I. ` ~ 0 ; SILT FENC SILT F~NCE:~ ~ l . .~'~I~n9' ~ ~ , ~ ` \ ~ i I I',-- 17
QUTLET 1 " " ~ ,5 ~te~ w..~~r; ~ ~..y T ; . ~'~[etiand~: V ~ _ ~ I. \ _ _ _ _ _ F Z m
. ' (.TYP). ~ ~ " ` ~4;59~ ~S° ~ c X ~ i ~ - I ~ ~ ~I, \ , i ~ ~
- ~ : ~ ~ ~ ~ - - ~a ~ i. _
~ a t A ~ ~ ~ ~ r - - ~ I ~ ~'o
~ ~ RESOURCE. .o- ~ ~ _ . . . ~ : i I ; ~ ~ m
a a y ,a ~ - ~ CONSA,TIdNa i ~ ~ ~ - ~ ~ - v ~ a / , i ~ A ~ ~ 3 ~ Q F ~ BUFFED ~ ~ ' o - / ~ , i r ~ ~ _ ~ 1 ~i i I ~ ~ ~ ~
- - ~ v ~ ~ - ~ . : ; ~ t jail. !>x 14 I I, C ~ i ~ r, ~ c i
- _ ~ ,
' F _ _ - k,: SILT FENCE : c ~ ~ ~ ai I, v ~ ~ x ~ i 'I ~ ~ ~ ~ ~ Z
L ` rN `.~di I i,' (TYP) I ~ ~ t( BEGIN TREE j I r I i ~ ~ ~ ~ ~ . ~~I A~11 ~ ~ rlv I ~1 ~ ~I _ ~
~ C ~ ` ~,J. PROTECTION ~ SILT FENCE - x _
FENCELINE j (TYP) ' 1 I \ F1~' ~ ~ ~ r"'" i ti \ 1 - it ~~6 i r i
l- N l ~ f' w -t° .-.ern ~ ~ ~ ~ r I
~ - ~ z
end ~ SW and 30" C&G (Standard) Lx~sr:r~ pct
' ~G 5'x50' GRAVEL H
~ =~~I ~ 'i CONSTRUCTION ENTRANCE H
Private Open Space Vii; ~ i
I J i a7
N ~ 0_
V J ~ '
I ~ I, ~ III
~ _ o Existing ~~ee~ewc4 uI . , ~ _ ,
~ r~F - =f : f s: ~ ee~er, _ . _ _
it ~ 5 ~onln ~ N Zon~~nq: R-' _ O
c~
I c W
O N ~ ~
li
I O
TOTAL DI. D AREA = 0.65 ACRES OTAL DISTURBE
I CONSTRI, ^ONSTRUCTION SEQUENCE J
I
1. INSTALL T INSTALL TREE PROTECTION FENCING. OBTAIN APPROVAL FROM TOWN OF GARNER.
I 2. ONCE APf ONCE APPROVED, SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL
ENGINEER ENGINEER, MIKE COUGHLIN (856-7548). OBTAIN ALAND-DISTURBING PERMIT.
3. INSTALL BASINS C f. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT ~~`""""~n BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS ~AR~
i NECESSAf VICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS NECESSARY TO INSTALL THESE DE ; •~FESS~~ •.!J/ ;
IMMEDIATE IMMEDIATELY AFTER CONSTRUCTION. ~ : '•9 Q
4. CALL MIK NSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO CALL MIKE COUGHLIN FOR AN 0 ~ _ -
OBTAIN A OBTAIN A CERTIFICATE OF COMPLIANCE. ~ = 3
GIN CL 5. BE GRAPHIC SCALE i. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ALL DEVICES SHALL BE ~ y
MAINTAINI AFTER EVERY RAIN. ROUGH GRADE SITE. ~IN MAINTAINED AT LEAST ONCE A WEEK AND • 50 0 25 50 100 200 i, ~ ~O ~ Q D g E
6. INSTALL i. INSTALL STORM DRAINAGE, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET `'~~~inni~''~
CONTROL: BEGIN CC CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. SEDIMENT BASINS ARE TO REMAIN UNTIL NUMBER 8.,
BELOW. BELOW. (IN FEET) PRELIMINARY
7. STABILIZE 1 inch = 50 ft. NOT FAR ~ STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING,
DITCH LIr` DITCH LININGS ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF CONSTRUCTION
COMPLETI I COMPLETION OF ANY PHASE OF CONSTRUCTION.
8. WHEN CO TRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL neerln 3. WHEN CONS n n 1 e s
MIKE COl MIKE COUGHLIN FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER. ~
9. IF SITE I`. ivil En ineerin -Land Develo ment Services C p REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., g g 3. IF SITE IS APPROVED,
i - _ ~r~ r~.~~ Went eorec ni i on,ninunir DCDLIA~IC~IT non, r._ a._,~,,., D,. C,.;E„ nn~ R.,lmmh 1~T(~ ~)^F1 ~
ANU Sttl ANU bttU UUI Ult IAiILILL ANT Mr-OULIIIVU OHRC nnLnD. nLL \L- rvn v vv Linn~ODZI liIcCU111UV11VVQU-ouiuC'
EROSION EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. ph: /919 844-1,321 (919)
10. WHEN VE, I0. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE fax: [phone]
ENVIRONN ENVIRONMENTAL ENGINEER, MIKE COUGHLIN. OBTAIN A CERTIFICATE OF COMPLETION. email: [e-mail]
Drawn By: SLS
September 14, 2005 C1 50
Checked By: JBE

i
# REVISIONS
~ ~ ~ - * 1 ROAD REVISION - 10/26/05
STREAM CHANNEL 50'
5' MAX. ~ . I HT 2 STORM REVISION - 04/25/06 GREENNlAY ~
BANK HE G ~ IVI ~ ~ N iu~~ ~ iAl~h~ I. - N EASEMENT' N
IV~II , ! ' ~ \ ~ - ~ I~~~i ~ ~ t _ ~
- ~ ` ~ Will ~ SURFACE FLOW _ ~ / i - - ~
~ o ° - ~~~I~ DIVERSION A ~ "
~ i ,I~ o ~ ° ~ 1~
1~
(III Ill 0 ° i ° ° o ° o ° ° ° ° ° °o ° ° - ~ RE OUROE L, I' ~ 15
o °,4 ~ ° ~ ° o o \ CCNS VATION ~ ~ ,1 I
I , o lih ~ _ ~ ,End 5' Conc. SW ~ ~i ~ ~ h
/ i a I ~ i \ - ( ) ~ and 30 C&G Standard / ~ / 2ii 2 ..f. ` ~S r. F .I/ 41
'I ' V _ ~ ~ ~~~IV ~ ~ \ /
~,1i ~ ' ' 14~1f ~ STONE APPROACH SECTION i U ~
5:1 MAX. SLOPE ON ROAD ,
N~ ~ 0 8" CABC
RWII~'D DRI~E~' STONE OVER LUXO i . ~ rn FILTER CLOTH - - ss - ss - ss to '
°0 60" PUBLIC f~OW o I _
- _
- _ ~ 1 _ _ _ ~ _ - 1 I
_ WM TYP.) ~ i N i STANDARD PAVEMENT SECTION l
~ I \ CO (TYP.) H
SURFACE FLOW DIVERSION ~ ~ ~ - - - ~
o -1 ~Z I o ~ I ' , / ~
, ORIGINAL STREAMBANK ~ ~ ~ ~ ~ 5 IDEWALK WC
~ ~ (TYP.) 1 ' LK ~ ~ 'WC AMP ~ / ~ ~i TYPE i ~
m i (TYPO m LUXORWIND DRIVE , I ~ ( ~ 1'
i, NOTES: w N ` ~m T ~
1. CLASS B STONE MINIMUM DEPTH OF 24" ~ STREAM IMPAC I S ~ I I, 17
~ ~ STONE 2. UNDERCUT FOR STONE PLACEMENT ~ F STREAM 1.4 , - 63.45 L ~ ~ ZONE ' ZONE ZONE ~ H )NE ZONE • ZONE
~ ~ 4 510 SF ZONE 1 ~ 2 ~1 1~
FILTER CLOTH 3 799 SF ZONE 2 v z
i ~ ~ ~ NEUSE SE ~ vm ocn
~PTI~~ ~ ~ `RIVER TEMPORARY STREAM CROSSi~I~ ~ ~ FFER R H~ QQ -ER \ H z
CITY OF RALEIGH STD# 40.38 ~cn o z~_ . y O cc U ~ ~'I ~ O SLOPE AS INDICATED ON PLANS ~ O C7 '
NTS I ~ ~ ~ O w J f-+ E~ N Z ~ 2 ~ PLACE GROOVE OR g~~ /sue O O ~ 2 Z
~ I w ; ~ ~ O 2 ~ BELL END OF PIPE / CL Z 2 ~ ~ ~ R1 TO FACE OF WALL ~ ~ ~ U Q O I
Z 2 Q ~ H
LUXORWIND DRIVE -PLAN VIEW ~QN I 'I ~~1~ ~ ~ ~~W~J n 2~ Z I I, I I ~ ~ ~I O Q
SCALE: 1 "=50'
~ ~ i ~ - ~ 'i i _ i i a~'~CCNC. ~ > ~N ~ ~1 0 PIPE ~ k4-BARS ~ ~ p-~ G7 0 f ~ ~ ~ \ 1 W O O i i i~,i ~ L-~ 1 ~
GRAPHIC SCALE Z N ~ r- r- t= ~ ~ ~ 1 r O I L~ ` ~ /
I 50 0 25 50 100 i ~ - - 200 ~ -
PLAN ~ ' 12" B
rt FOOTING
i ( IN FEET ) (IF CONST, JOINT I3 USED) DOWEL W ~ O G M G END ELEVATION BAR-"X" N
1 inch = 50 ft.
cn Z Z m ~ Z~ w O ~ ~ ~ N ~ Y NWcn
~omN c~ > 2 O Cn DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE Z J a
60' ROW S7 ~ I / `V ~ IN L E H ~ O C C L ~ PIPE S G E PIP DOUBLE PIPE 3 O~ Q V
4 35' B-B SHOULDER PVI STA = 11+22.26 ~ W m ~ II ~ 'i LOC. pIA. 15~' 30'I36" 42" 48° 15" 18" 24"~' 30 3fi' 42" ~ 48" ~ ,
X PVI ELEV = 267.95 2:1 MAX 3:1 MA . W ~ Z D ~ I i ~ BARS .,X.. ~,X~, ~ ~X,~ „X„ ~ .X.. ,.X.. Y` „X,. Y• ~X~ ..X.. ~~X~~ nX~~ nX~~ „x~ Y• "Xu Y+ O W p z ~ ~ ~ J w c G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 a. d
A.D. _ -1.70 5' c D j-t-+--- ~ rL M T - 2~ 2 1 2 'i 2 ~ J H i--i NNDz - oY. - - -i-__- ~ 1 2 2 2 2 3 QQdd
SIDEWALK K = 41.1 B r O DOWEL I G OTY. 2 2 3 3 _4 4_ 5~ 2 2 3 3 4 4 6 I O 3
LOW POINT ELEV = 26 N 70.0000 VG )INT ELEV = 262.80 m 111 r p L TOTAL LBS. 9 9 14 14 ~ 19 55 65 12 12 19 19 23 77 92 Q Z W p~
I LOW POINT STA = 12+ )INT STA = 12+51,81 ~ ~I D oPTIDNAL caNSTRUCTIDN LoINT ~N W J C7 - OD ' $TA = 12+39 Q C ~ ~ DIMENSIONS AND CONCRETE QUANTITIES = W ~ ~
~ NN PVI STA = 12+39 o r~ Z USING CONCRETE PIPE ~ O 2 ELEV = 262.23 < ~ ELEVATION----- a ~ W G ~
TYPICAL ROAD SECTION - LUXORWIND DRIVE PVI ELEV = 262.2 ENO N ~ A.D. = 7.24 A.D. = 7.24 (A m N COMMON DIMENSIONS SINGLE PIE DOUBLE PIPE J - _ _ - fff---+++
32' B-B X~> r ° K = 10.00 I NTS WIZ m K= 10.O0 m Z O D H B G T 5 L Y0_M~ L YD3 Z~ G ~ ~
p N _ 72.3630.. VC ~ ~ ~ 2 15" 3'-3" 1'-8" 2'-9" 2L4'" 91g - 5 -6' 0.7 2 -2" 7'-8 1 .0 ` w Z Z ~ ~ 7.630' VC N r 18" 3' 7" 1'-10"' 3'-2" 21~" 1D" s'-4" 1.0 2 -7'" 6-,• 1.3 O Q ~ 23 ~ _ V1
TIE INTO EXISTING w ~ 2a' a' 2" 2'-1 4, D 3,. - - i 'C 5~-^. '.5 ? -5 11~-5~~ 2 0 ~ ~ ~ I~ I
DRIVE AT 3.20% ~ ~ ~ N > m u1 ~ 30" 5'-0~~ 2~-8" 4~-7 4 ,~~"~2 9 c 2.3 < -3" 13 j' 3.1 . 36" 5 B' 2 8 5' 6' 4a; _ 5 -D" 18 -G' 4,5 M
m - ca N N W' O -4 51y 2 c -8 5 ~ 10" 18'-6° 6,0 h+'1
W NI ~I I U1 U O', ~ - . ~ oD 48" B' 9" 3 5" 7 Y Sid '~2 fi B° 21'-0", 8.0
\~d U > + cp I > W N N ~ SHEET 1 6F 3 O SHEET 1 OF 3 E u7 'S E SHEET 3
270 `3.2pq _ ~ w ~ _ . ~ ~R ~ w ~ I ~ 8.01 M..,.~ 838.01 83 ' N N ' '
i - R i<i~ U II m I W
U1 U U > > W
8 ' p n9 ~ \ i W
~ \ ~ Z O O~ OMN
--'g8~4 - ~ _ ~ ~
g" PVC L9~ ~0%~ ~ R ~ V~ i H' z Q~3 , j DHo~ GENERAL NOTES.
~ ~ < R mp~~~ WJ~~z q, ~ z ~ 2 y CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 o ~ ~ 2
~ 2. 2' co ~ ~ w¢zw O
01 N ~V ~ NH ~ / 2~D~R1 n n ~UQO~ i ~ „ o PLACE 2 #6 Y BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 a ~ N
N ~ ~ 26O t\ ~ _ ~ z ~ ~ ° ~ AND OVER WITH A MINIMUM OF 3 COVER AND A LENGTH OF 6" LESS THAN ~ ~ o ~ _ -
I~> ~ ~GCZ ~ 45' BED n=~z ENDWALL LENGTH. oow~ (TYP) DyD z
1 < N ~ CONSTRUCT BOTTOM SLAB WITH FORMS. a a o cn w
Existing rode 25' Left f ,I , 45' BEN z o r o FOR F.H.'' ro DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
Centerline ACCEPTABLE BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
Existing Ce terline - -D1
Existing Gra e 25' Right WL WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM N OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
f Centerline N C1 SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W
I m i CO U m O 'J cD ~ ~ n = BY THE ENGINEER. ~ O N 3
Z 12" MIN VERTICAL ~ ~ ? ~ Z~ Z p Z~ w
SEP RATION o ~ ~ ° G ~ ~ THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM w W cYn o ~ m ~ WHEN o y~ -
250 ~ U a0 F U ~ m = G N OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR R U H. J ~ O H OC o
I ~ ~ v C m E CLASS "B" CONCRETE. 3 0~ w W ~ US Q v ,
J > ~rZ~ o ~ ~ mp z 'JpW, w
U ~ ~ ~ ° ~ J H H
i DATUM ELEV HND~ Qao.a ~~ro Z3
245.00 m m r Q Z W ~ \1~~UUiiii~~iii
~ W ~ ~ ~ CARS
N O Ind O~j ON r r co co cc ~ ~ ~m ~ ~ O ~ _ ~ ~ ' 0; •~ESSia • ;2 °N ~ o C~ H N W 0= ,9 ~ o I' z f- ' Q
N N NN NN NN NN N N N ~ G7 M W Q ~ -
Amy roc ~j= S ~ m~ZO zvOi~ 5 _
10+00 11 +00 12+00 ~~0~ wZZT r~~•.
r v ~IN m 4 ~ ~
25' LEFT 0 ~ ' ~ B. E
OF CL
~ ~ ~ ~ rn ~ O o1 r~ ~ N r<I o PRELIMINARY
~ r ~ co In ca N N N N N N N N SHEET 3 DF 3 SHEET 3 OF 3 NOT FOR
838.01 838.01 CONSTRUCTION
25' RIGHT
I OF CL neerln ns n 1 e M
N O m N N r` r m co ~ ~ cV Civil En ineerln -Land Develo ment Se>^vices N g g p
N N N N N N
621 Creedmoor Road -Suite 204, Raleigh, NC X7613
v ph: (919 844-1321
fat: (919 844-1323
LUXORWIND DRIVE PROFlLE email: [e-mail]
(H) 1"=50'
(V) 15' Drawn By: SLS
September 14, 2005 C1 60
Checked By: JBE
e
i

i
# REVISIONS
NEW MANHOLES USE AN APPROVED BITUMINOUS
BASE SEALANT THAT SHALL BE APPLIED TO MANHELE TRAME AND CEVER
' SEE C.O.R. STANDARD 5-25 THE TOP OF THE CONE SECTION TO PROVIDE FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL. OVER 120 LBS, MINIMUM
PROPERTY MINIMUM 36" HORIZONTAL CLEARANCE
LINE FROM ANY OBJECT,
. ° 2'-O' . I :s. :n 1" 0 4'
ANT PUMPER NOZZLE TO ~ ° ° FIRE HYDR 24" MAX D.°. 6 G.v D *ANNr.cruttA
BE POINTED TOWARDS FIRE TRUCK ACCESS ~.'e Z ','G. 1. a . •D. I ~ 'P. ~ ' ~ o
0 p R o ERMIT P RF ~ QG o
TRAFFIC FLANGE BETWEEN ~ DE I ~ ° U T ~
2" - 6` ABUVE GRA 4'°' iu a a ECCENTRIC M.H. CONE MAY P~ ~ ~ ~ Q ~ ~ ~
I 5' 3'-6" ° > P BE USED ON 8' , l0' AND ' SIDEWALK CURB AND GUTTER PAVEMENT ' a p.< 12' SEWER MAINS, q d
v ,N 23 1/2" 21" O
v~.o D D' ~ MANHOLE CONE AND BARREL Z SECTIONS SHALL BE AS PER 5" ~ 0 ~
F VALVE BOXY 6' GATE VALVE ASTM, STANDARDS r SEWED
COMPACTED BACKFILL CONC. THRUST ~F ~ o
I ~ REQUIRED ~ ° A N (TAMPED IN 6" LIFTS) BLUCK ~ . o ~ ~'pAC E
a 0 RING SEAL
N Q 0000000 000 00~ I 6 MIN, BRANCH PIPE MAIN 4• :,r > OR RAM-NECK X000000
.0 4' Q: A 0
N ° N, SIDE 2 3/4"
° PLAN :.p ~ p RUBBER BOOT . ELEVATION
3/4' HOT DIPPED ~ a'Q. uTERAL wvERT SHALL Nor CONC. SETTING SLAB 1'- O' . ° .'1n',Q',. > BE LOWER THAN MAIN SPRING- ALVANIZED BRIDLE c LINE. MANHOLE NEEDS To sE SLIP RESISTANT CLEAT
1`-3"x 1'-3'x 4 THICK MAY BE COUPLED D ~ ' ~ ~ Q ABOVE 100 YEAR FLOOD PLAIN ROD a.o ..D'.'v './.o. `.e 'l. o. I 25 1/16'
e d Q 1 ~ .o ~ OR SEALED AND VENT TO BE 1' 3000 P.S,I. CONCRETE ONCE. ~ ~ ° • ~ 6" ABOVE 1oQ YEAR FLOOD PLAIN. f 2311/16' 1~
D < . D': o A'. p'.~ ','Q:.>. • ~ ~ WHEN MANHOLE TOPS ARE IN THRUST BLOCKING RUSHED EXCESS OF 3' ABOVE GRADE. 7 CU, FT, C NDISTURBED EARTH F...~ BUTYL-NEK DR
TONE MIN, 9` PROVIDEDS~SEEMSTANDARD $ O NOTES: O APPROVED
SECTION A-A S-28 FOR STEP DETAIL. IN SEALANT 7 1/2' 22' BETWEEN FRAME
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, NON TRAFFIC AREAS, TOP OF WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. FRAME AND COVER SHALL BE 1z' INSTALLED A MIN. OF 1' ABOVE AND COVER ~
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. FINISHED GROUND SURFACE.
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. • c P:•. SEE SEWER DESIGN SECTION IZED. ' 'a. ' ELEVATINN 4. STEEL RODS AND BOLTS SHALL BE 3/4° HOT DIPPED GALVAN a. TIDN 1' ~-2s 15/16'
~ 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. 33 1/A'
I ONCE. IF THE LENGTH FROM THE VALVE TO THE A o.o v.'~ A MIN. 9' COMPACTED N67 STONE 6. RODS SHALL NOT BE COUPLED MORE THAN
HYDRANT EXCEEDS 2OFT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE BASE TD BE INSTALLED ~ ~ UNDER NEW MANHOLE SHALL BE INSTALLED NO MORE THAN 10FT FROM HYDRANT AND POURED IN CONCRETE. #3 CJR #4 REBAR N~TESI 5/8"X3" LAGSHIELD IN HOLE DRILLED INTO CONE OR
7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. IN NON-TRAFFIC AREAS, TOP DF I Q FRAME AND COVER SHALL BE CORROSION RESISTANT MATERIAL 1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO MATERIAL BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8"X3"
INSTALLED A MW. OF 1' ABOVE RUBBER, PLASTIC FINISHED GROUND SURFACE, 2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED
a ~ WEIGHT OF 182 LBS, WITHIN LAG BOLT AND WASHER. PUBLIC ROW AND 160 LBS.
G Q CITY OF RALEIGH CITY OF RALEIGH CIT o'•' CITY ~F RALEIGH WITHIN EASEMENTS,
ANYTIME slrE woRK, coNSTRUCrION, RoA,D woRK, DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES 3) COVER SHALL WEIGH A CITY ~F RALEIGH DEPARTMENT ~F PUBLIC UTILITIES MIN, OF 120 LBS, DEPARTMENT ~F PUBLIC UTILITIES
OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT I THE FIRE HYDRANT, THE PERSON RESPONSIBLE R D FIRE H Y D R A N T STANDARD SLIP RESISTANT a) ALL MANHOLE FRAMES ourslDE
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING STANDA STANDARD PRECAST SANITARY SECTION A - A STANDARI THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. INSTALLATION DETAIL SEWER MANHOLE OF PAVED sTRFACES SHALL BE STANDARD MANHOLE COVER
MANHOLE MANHOLE STEP DETAIL BOLTED TO HE CONE ISII)NS DATE REVISIBNS DATE SECTION OR ~ IBC T ITP A MINIMUM GF OL S ER DWG, ND. REVISIONS DATE REVISIONS DATE
DWG. ND. REVISIONS DATE REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DA Y.C.A. 12-31-92 ABB 2-21-05 ABB 4-6-04 S_20 pp RRH 3-; RRH 3-30-0 FRAME, 3-1-87 3-1-87 A.B,B, 2-9-05
W-4 RRH 3-30-00 S-~O S-~C5 RRH 3-30-0
SHOULDERS, SIDE DITCHES, SLOPES
SLOPES (MAX. 3:1)
EXTEND OVER INVERT SEE DETAIL W-22 R
TOP OF VALVE NEEDS TO FOR METER BOX R . 6' ~ ~ ' ' 12' BENEATH TOP OF ~ DATE A BE W I ' n Q - DATE TYPE PLANTING RATE
EXISTING SEWER MAI METER BOX LID, AUGI AUGUST 15 -NOVEMBER 1 TALL FESCUE 300 LBS/ACRE
° ' ROADWAY t?.:~~.:w:•'•~~.ia,. NOVI " K NOVEMBER 1 -MARCH 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE
I GROUT ! ° ,>F~~z~4x~~T~~~'.~.~~,.: MARS SIDEWALK DUAL CHECK VALVE APRI MARCH 1 -APRIL 15 TALL FESCUE 300 LBS/ACRE APRIL 15 -JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
I , ~ . a ~ A BACKFLOW PRE- JULI 4 LOCKABLE VALV 5/8 METER VENTIDN DEVICE JULY 15 -AUGUST 15 TALL FESCUE AND ***BROWNTOP MULLET 35 LBS/ACRE sD'NIN.
e,' d BUT SUFTICIENT TO KEEP 1. PUT SILT FENCE OR TREE PAOTECIION FENCE UP SEOIMENi ON SffE TO ENSURE CON5IRUCTION ENTWWCE IS USED.
I. 3' #67 STONE 2. IF CONSTRUCTION ON THE SITES FRE SUCH 7HAT
`~'.''4 c ° LUG LOCK • a : 6` THE MUD IS NOT RENOVED gY THE VEHICLE 1RAVEL- 2 -3' SrJNE T BE USED 25' OR WIDTH OF INC OVER THE STONE, 1HEN THE ilRES OF THE
.Q, v : , T % BACKFILL, TAMPED IN p~ , 'd . o • c ..v... ''o ~ e . 'p i Z 6` LIFTS EkISi1NG SURGE STONE OR RALROID PROPOSEC STREET, VEHICLES NUST BE wASHEO BEFORE ENTERING THE SLOPES 3:1 TO 2:1 RG'~"'"Y _ ms`s' wHICHEvER Is Pueuc Rom. ( )
a 9' _ "R~~q 7. IF P PRQ1ECi CONf1NUES TO PULL NUD k1D DEBRIS _ J~ ON i0 1HE PUBIIC ROIL, 1>tE CO4ERNING Alli}iORffY T r r wiLL CLE41 THE IAEA M'0 ~~MUICE THE FINANCUIIY ~ F~~
e p .p,' p a w STANDARD 3/4" ' rn £ 1 ~ c£i ~ OR 1' DATE .;~..r . DATE TYPE PLANTING RATE ~NS~ n ~ ~ INwcrTEL off THE Flwa+clK r 1 r~1 T
i c~ I ~ - ro ~ SECTIDN AT RIGHT ANGLE TO EXISTING MAIN ~ ~ z ~ z SERVICE SIZE MARL MARCH 1 -JUNE 1 SERICEA LESPEDEZA (SCARIFIELD) 50 LBS/ACRE h""~
0 I ° 4'-0' FOR 8" TO 12' MAINS i ~ ~ a5° MAR z AN
rT ~ I 5'-0' FOR 15 TO 30" MAINS m < MARCH 1 -APRIL 15 ADD TALL FESCUE 120 LBS/ACRE Q
I < m ~ ~ MARS { ~ 6'-D' FOR 36' TO 54' MAINS o D ~ NDISTURBED SOIL CRIMP WATER MARCH 1 -JUNE 30 ADD WEEPING LOVEGRASS 10 LBS/ACRE F"'~ ~j
? ? N ~ CONCRETE BRICK UNDER z rT z ~ ~ MAIN CORPORATION COCK FOR SUPPORT SERVICE AT MARS ~ < D ~ NOTES' cn ~ D ]S' MIN, 15' NIN. NEW CONSTRUC110N MARCH i -JUNE 30 ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE Raow~r _
z D F W SHALL BE MAINTAINED c a.•'a ~ ~ PROPERTY LINE JUNI ~ ~ A 1 LO I a ' A CORPORATION COCK 5/8'x 12' COPPER SETTER JUNE 1 -SEPTEMBER 1 ***TALL FESCUE AND 120 LBS/ACRE I
D ~ DURING CONSTRUCTION. ~a 3 NOTES ***BROWNTOP MILLET 25 LBS/ACRE 1z' NI"• +**OR SORGHUM-SUDAN HYBRIDS s• NIN.~
x A 3 a' D~ ~ METER YOKE w ~ ~ d Z ~ 2. THIS DETAIL TO BE USED GROUT ~ e ~ z z rv I n 3 -I ~ WHEN A 6' oR LARGER ~ : I D ~ tD ~ ~ 1. WATER METER AS MANUFACTURED BY SENSUS, SET BOX ON CONCRETE BLOCKS SEP~ 30 LBS/ACRE I
D ~ •o' ; °1 D OR SCHLUMBERGER~ I ~ r~ z z ? LATERAL NECESSITATES I ~ ~ ~ ° ? SEPTEMBER 1 -MARCH 1 SERICA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE ~ F~eRlc UNDER sroNE AN TALL FESCUE 120 LBS/ACRE i
~ o ~ ~ CONSTRUCTION OF A NEW v.6~ 6~~.°; ~ n tJ ~ T TAP ALLOWED ON MAINS NO LARGER ~ r ? A ~ c ~ 2 DIREC ADD ABRUZZI RYE 25 LBS/ACRE cROc_c_ SFrroN
~ ~ rT ~ D MANHOLE, rT W ~ D THAN 16'. 3/4' OR 1 TYPE K
< rrl r ~ 3. SEE STANDARD DETAIL SAW TO CUT SPRINGLINE < h ~ ~ ~ SOFT COPPER PIPE, z Z ~ ~ ~ 3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY TE~IPOR.AR]~ COVSTRUCT[ON ENTRANCE
A ~ A ~ ~ ~ S-20, FOR PRECAST MANHOLES, ~ ~ , is = ? 3 D ? _ ? ~ ? = LINE, DR IN APPROVED EASEMENT ADJACENT TO R/W. NO JOINTS OR COUPLINGS
m z D ~ ~ 4, THE CONTRACTOR SHALL p • ° . z ~ PIPE, NO JOINTS OR COUPLINGS, z ~ M 6" COMPACTED ~ . D. , ~ ~ ~ • D Q° ~ 4. WHEN THE GRADE CHANGES, A COPPER RESETTER CAN BE CO ~ v ~ PROVIDE A MINIMU - • P' , ! o ,'.v• . a'.•P.a ~ T T INE O CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
~ # 67 STONE BASE, T- ~ ~ USED TO ADJUST 10 PROPER GRADE. AB INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER W
° ~ 5. FOR USE ON DIP AND PVC ONLY. EXISTING SEWER MAI D ~ ~ v, d 5. FOR STANDARD METER BOX SEE 22 SE SEEDING RATE COMBINATIONS ARE POSSIBLE.
D (NOT ALLOWED ON VCP) SECTION ALONG CENTERLINE OF EXISTING MAIN D 0 T TEMP RARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT O
° ~ 6. SEE DETAIL S-21 FOR REINFORCING ~ Z 6. ADDITIONAL BACKFLOW PREVEN .ON DEVICE MAY BE 0 o , REQUIRED IF USED ON MORE ThAN TWO RESIDENTIAL UNITS. VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES
iN HEIGHT BEFORE MOVING, OTHERWISE FESCUE MAY BE SHADED OUT.
I ~ r~r DEWATERING BLOCK CONCRETE SEEDING SCHEDULE
wFE F°IQ NAxowAFt a°rN
I _ ~ ~ ~e~ SEEDING SEEDING SCHEDULE DETAIL
nENLF.•FMEI°I Q ¦ ; ¦ o ~ N.T.S. .gym - N.T.S.
¦ ¦ YN',,~w`A~~2AOrN ~ ¦ b
~ ~ ~ ~ ~ ~ 0 Z~ oho ~
SECTION Y YA% Q VAIlA$E A9 gAELIF° FY 111E d0EF11 ~ ~
- ~ • ~ CONSTRUCTION SPECIFICATIONS ~Q~ ~ 0 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
ul. to-tn u ~ Q3 Bo ~ o o o ° YIN. 10 wIES~AA 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE o OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
° ° s ~ ~ ~oo o ~ wEES ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL C~"o00~ 0 ° °o o°°° ~ o ° 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 1~11111111111j~
oo°o ~ m o DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM ago ° ~ wx DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST CAR 3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
~ ~ ~E u u ice, ~ u „ - i«~~ THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT p;1 SLOPE, GRAVEL FILTER ~ AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ESSI ~OF •,9
°o i ° °o I IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT j :Q , 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE _
ooh= o ~o ~ it ROWS BY PLACING 2x4 WOOD STUDS THROUGH ~ o° 0 0 00 - BLOCK OPENINGS. WIRE SCREEN ° o 00 UNIFORMLY AND MIX WITH SOIL (SEE BELOW*) - = 27 -
_ F I W RONT V E Y FIT HAR 0TH OR COMPARABLE TEMPORARY SEDIMENT CAREFULL DWARE CL 2 I AN WIRE MESH 'MTH 1 2 INCH OPENINGS OVER ALL POOL . 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY
BLOCK OPENINGS 0 HOLD GRAVEL IN PLACE. DEWATERING S7FFL F°Sf UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. f,9 ••NG NE,.•
ai FENCE @ w1.q wAE FABPoC ' ar iFNfE cEOmrn[ FAffic 3. USE CLEAN GRAVEL, 3/4 TO 1 /2 INCH IN ' 4 DIAMETER, PLACED 2 INCHES BELOW THE TOP 1' MINIMUM 16" ~ C ~ R D SEEDBED AND COVER SEED DD `Q 6.) SEED ON A FRESHLY PREPA E B, 11~~
vNw, ~ OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND -usE ar F4w£ aw.Y wEN Ewl1NAQ AAA b nLL aaFr 2' MAXIMUM _ ~ oafs Nor acEm VA ArsE A!E NE'wN x I€ • Fa AF7AF a ar ~ SMOOTH IT TO AN EVEN GRADE. DOT ,y57 WASHED II n „g~ F° LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.L nnn
AAEAS v ca"m'>r"'m ~ R ~ Fpa FAUAEt ut STONE IS RECOMMENDED. ~I ' ' BF No v rSE° smE -0ID Cf ai FFNCC NFFM i° BE 711N1FD UPINLL y ~ Fp NgKM wEN ai E 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
iA wrtt FCUa 6 naacnu I I I Ih Nfl It-I/i 0.l _ _ = UFW IAiI. i INIFIwEFAIE - -1 PRELIMINARY
6. 41M. C01fR I,°~61 nES b owa sElt • SEDIMENT 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR NOT FO R RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
~ ` ~ rNaaN swNr As ~ I ~ ~ 01ECIFD BY FNFNFflt • it SHOULD BE OVER 60~ DAMAGED, REESTABLISH FOLLOWING ORIGINAL, CONSTRUCTION LIME, FERTILIZER AND SEEDING RATES.
°IAEE iW e151t Fwxr We ~1Y1.Y,=1L1 B" al l"wl 1' Mow F~
i,p el W AhNwE Slm" FAY LIE FFNq 9.) CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE neerln ns n 1 . e TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ~
STAtiDARD BLOCK & GRAVEL DROP INLET PROTECTION nu. FENFf Fmr sEr lux r Arrwr MG xwnwE 4°iN N 1RFI°I ESTABLISHED.
SILT FENCE FRONT VIEW Ci~~il En lneerin -Land Develo ment Services g g P *APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE
~~c~ 1 rr~~,],,~,..,r R~~~I _ C,,;+o c~na, RalPiTrh Nr' 97F1.`~
SILT FENCE OUTLET IN CLAY SOILS) v"Z- I vi c.cuuivvi i uu - b , -
FERTILIZER - 1,000 LBS./ ACRE-10-10-10 ph: ~1919) 844-1321 SUPERPHOSPHATE - 500 LBS / ACRE-20% ANALYSIS
MULCH - 2 TONS ' ACRE - SMALL GRAIN STRAW fax: [phone]
ANCHOR -ASPHALT EMULSION ®300 GALS./ ACRE email: IT1f0 /edensellglneering.com
D
SEEDBED PREPARATION rawn By: SLS September 14, 2005 C190 91
Checked By: JBE

# REVISIONS
p oy
p ~ SIDEWALK (5' 670.) F }
~ ^-I 3.,A 6.. A B Q z H Z P NOS,~P UTILITY 6TAIP 0.01 MIN. Z}~ • ~ r1QTES, 2 N O D a~ ~ N.7 (((Ax. IL V 0 Y
D F'-L p ~ pPOp, lO~S4O DA~D.D2A e" CURB 2' DETECTABLE D.DB MA%. j 0.02 (NOAM~ ( 4„ ~ p O r O ~ ~ ~ e X5 a Gu7rEA seawN o.Da ~noAM.l ~ J a = z 1) RESIDENTIAL DRIVEWAY TO BE MAX m z-I 2 D ~ ¢ rn O ~ ~ WIDTH UNLESS WRITTEN VARIANCE DRIVEWAY TO BE MAXIMUM. 12' IN ~ ~ I'_9~~ ~~-9. g i I NOTES:
p p D n m sgCr v F cQi Q O x D GRANTED BY TOWN .ENGINEER x ~ D 1z:1 nax. RAMP 2 O SS WRITTEN VARIANCE IS 0 ~ I ' TOwN .ENGINEER Z Cuss "a• coNCRErE To
~ 20 O a IOF~ ~ x F z w Z 2) COMMERCIAL AND INDUSTRIAL DRIV I Zrxi~rT ti k0° % ~~LLpJ Z D ~ BE A MAXIMUM OF 30' IN WIDTH AND INDUSTRIAL DRIVEWAYS. TO p % _ _ x BE UsEO THROUCaoui. UM OF 3Q' IN WIDTH PROPOSED DRIVEWAY A I A Io+ououn+ICOPOURU ~TION-
P n 2 2 Z SECTION B-B O O y~ ~ 3 IF DISTANCE BETWEEN DRIVEWAY C PROPOSEQ ~ O ~ I'-6 xcwrAY, oR a &qR BETWEEN DRIVEWAY CUT & CONCRETE SIDEWALH (IF APPLICABLE) DOWELS AT 17 CENTER
~ D D Q, g~SFF •M z F > ~ N )EXISTING CURB JOINT IS LESS THI D~ ' le'~~"• a~ Q m REMOVE CURB 70 EXISTING JOINT R8 JOINT IS LESS THAN 5' DRIVEWAY n S - ~ As oiRECrso BY ENGINEER 28 70 EXISTING JOINT & REPLACE (3000 P.5.1.) 6" MIN. G' MIN O Q ~ o
00 M'~~ E~EVnrt H une 3 4 w0 ,Z~j'. n WITH MONOLITHIC POUR. IF DISTA z rAANSmox D6oP rAaNSmoN O ~ ? cuss ~ ~ GREATER THAN 5', THE EXISTING ITHIC POUR. IF DISTANCE IS Z in rWO Y PIPE wEEP HolEs AN 5', THE EXISTING GUTTER ~ n $ To eE PucED as . _ I v DIRECTED BY ENGINEER
I m = ${1ALL 8E SAWCUT. P AWCUT. ` - _ - - - =1I I-~~ A i Y PUN DORMS ARE TO BE USED
DPES NLT VARIABLE Bl D'. i0 EXCEED 1 :1 (8.334( m snowtN PoslnoN Cr Bous t. - - I-' - - - ~1 / ~ PLAN TeE DOttOM SUB ~
SECTION A-A -I PROPOSED oRlve D WRH CRATE k FRAME REMOVED A STONE DRAW CONSISTING PROPOSED ORNEWAY EXISTING GUTTER COMPACTED p of I cuelc Facr of BACKFILL 1/2 EXPANSION JOINT T ~ No. 7eM SroNE /w. Q OEWEY EROS: CH-BN-4 CONTAINED IN A BAG OF
ISOMETRIC VIEW Z stDSwALK Z Z ~ OR APPROVED-EQUAL POROUS FABRIC SHALL 4' J/8" % & LC. 3' @E PLACED AT FAOH
m EXPANSION JDINT O Z (6EE 70, 846.01 p ~ C AOADN0.Y ROADWAY NOTE: A PORTION OF ONE OA BOTH PlMPfi LL ~ TYPICAL SECTION Z wEIDED PICCY- WEEP HOLE. 1- J" 3` BACK SNp ALL DROP INLETS OVER
~ PLAN SYMBOL PLAN BYMBOL M4Y E%TENO OUTSIDE THE AETUflN, = N CCF CR ~ z I .ANCHORS 4 .BAR Y-6" IN DEPTH i0 BE I PROVIDED N7TH STEPS --1- Y-T ON CENTER STEPS
m x OUAB WT FOA FOA PAOP03ED E%PPNBION JOINT ~ FUTURE RAMP WHEELCHAIR APMP EE TD. 848.017 Q 4° _ p^ SHALL BE IN SIDEWALK ACCORDANCEWITH 8T0.
m w z C) r ~ =N sEE NorE 1 ~ ~~r x ~ ~f<Fm p ~ U (IF APPLICABLE) ~ 6 A s' ~ B ° ~ 6• 1.D2 ,r
37 S D 1. DETECTABLE WAANINO DOMEfi BHALL COVER 7'-0" IENOTH AND FULL WIDTH OF THE hN q 9 ~I EXPANSION JOINT J ~ I W ' ~ D ~ RAMP FLOOR AS SHOWN ON ?HE DETAILS. FQ+s EE TD. 846.01 H Q ~ it p SIDEWALK ~ ] G G - ~ a y I H III
~ ~ 2. THE APMP MAY 8E YELLOW IN COLOR OA ANY COLOR WITH A 704 CONTAA6T RATIO. / H' Q C ~ I' / e ~ a I`
~ 3J W A WtA46" X B 0 J V d d. D PAMP WIDTH AAFA IS NAMABLE 5' D.0' 5.8' S.8' S.0" / W Q d 6' 0.0' 6.8' 8.8' 6.0"• x W 4 I a G n I 6' DowEL
~!~j z 0 0 0 0 0 0 r D.D' l.e' r.3' e.s'^• TNIS PasnON of RAMP ~ N = o - - 1n ~ O.d6'A B' 0.0' 8.6' 7.0' 8.5"' CAPSSwALK LIMIT6. J - - - o oowEL SEE NOTE.
O O O O O O o 5' 2.0' 7.8' 7.8' 5.0' (SEE NOTE 13) xH Z iD'MIN O 5' 2.5' 6.3' B.1' 4.8' OZi~N - 10'MiN T f - 1/2" EXPANSION JOIN z s[cnaN -rr
0 0 0 0 0.70"A 6' 3.0' B.8' 8.3' 4.4' W ~ ~ O ~ ~ ~ ~ 5' 3.6' 8.3' 8.4' 4.1' 30" RAD. MIN ~ skcnaN-xx 42° RAD. MAX $
' 0 0 0 0 0 0 s' 4.0' 6.e' e.s' 3.6' PROPOSED 6' 4.5' 10.3' 8.7' 3.4' BEE NOTE 1 a CONCRETE DRIVEWAY s' 6.0' 1o.e' e.s a.1' 6EE NOTES ~ ~ (3000 P.S.L) PROPOSED A ~ DIMENSIONS AND OUANiffIES FOR DORP INLET CONCRETE DRIVEWAY ~ ~ cuBlc YARDS uL DuAl~ I I DEDUCnoN
i ~"1 M~ '3 ~ 6 = X~ A+s" ~ o m - - ~ SAYi CUT LINE - - r ( 1 w (3000 P.S.,) - - EXISTING CURB & GUTTER JOINT o ~ PIPE. SPAN WIDTH HEIGHT i BOX BO% k C VEA FDR ONE PIPE FLOOR 'NAL CUBIC YARDS ~ P F- SA11T-CUT LINE a m - - - y 3" 2' 2 -8" G.262 0 222 0.855 0.015 0,024
n1 a'."~'r, M ,.d'.°.~ B =DISTANCE FROM FRONT EOOE CF SIDEWALK v7 1 ru[+5r cu53 'B' TO BACK POINT OF 17:1 (8.334) SLOPE. ~ c MTF BACK OF SIDEWALK OAOP REWIRED FOA ALL PLAN VIEW o EXISTING CURB AND GUT1 - - n 15'. J'-6 0.929 0023 0.016 ~ 18" 3'-5` 1.021 O,OJ3 0.049
BIOEWALK 9LOPE8. DUAL MAIPB ' DETECTABLE WARNING DOMES BACK of s:DSwALK D60P AEOmAEO FoA nnr PADII SHEET 1 DF 4 ~ TO BE SAW .CUT STING CURB AND GUTTER 5' 0 z4' r-o^ c151 0,059 D,Das I BE SAW .CUT MW m Jo" z. 4•-J^ o.z62 G22z lsar o,092 al2r
HEET 1 OF 4 SIDEWALK 9LOPE6 0.04. (40° MIN. FLOOR WIDTH) i 848D05 848D05 P N VIEW DIMENSIONS FOR CHANNELS P N VIEW HANNELS
N A W o n N0. SIZE LENGTH' TOTAL LINi ~ o FEET
N] 0 0 2 3"X4.1'. 4' 0" 8'-0" ° o 0 2 3"X4.1" 2'-6" 5'-D"
v z m oy 0 ~ Y DE~ECBABLE ~ Q
WAANPNO LtN S Q Q 3 , H Z OAOP LUAB ' _ _ _ _ I- Sypp i. _ T Hi2C27V
m -n ~ ~ I ooaxz
rlZ-1=D ~ ~ - xN OSn~ ~1~~ I_______---~ WQQLLx xmODm F FUSOp
wxp s°r°rr SECTION B-B Fxl'zw ZHVpT _ ~f"c NFLLOJ z o
' ~pH ~ M1~i,~ ~ ~pNQ 2 ! n22z O OS a N NOTES: (n _ - - - - CUBS 'B' CONCRETE TO BE THROUGHOUT. O ~
I `i y D ~ `1 y z ~ > - - - ~ ~ - - ~ zfsFFF'y ~ , DflaP ~ d o L~ - A CA1CH BASIN OVER S'-6' IN. DEPTH TO BE PROVIDED Z ~ E LL ACCORDANCE WITH STD. ND.. 1,02 p
11 24iFS Pl" I I --_-=l O Z m H2' 6" A 6„ 6" ~ A 6., 6,. D ~4 BARS "V' oPrIONAL coNSraucnoN-MOUOUimc PouR. Y XEYwaY ~ EQUALtY SPACED 6' #8 BARS "W' EWALLY SPACED
~ ~~s , ~ - CJ _ ~e4~ N 3I i ` `11 ~ 9IDEWPiK PADPOBEO ~ CURB D ,11 A N 3' DETECTABLE W ~ E ELEY TIO OR 4 BAR DOWELS AT 1.2 CENTERS AS DIRECTED BY ENGINEERS. Z p ~ 3„ S i /2„ E 8 FORM ARE 70 BE USED FOR THE CONSTRUCTION OF THE m k-- 5' S' -^i
\1 WARNING DOME6 CC m ! PAOPOBED DETECTABLE ` ~ y G -~IAA~9 ~ ~ Q W ' ~ BOTTOM SLAB n i Q " o R ~ R o0 SE B" LESS USE 6' WAILS AND BOTTOM SLABS 0 d o
70 _ _ _ . SECTION A-A p a n z O O ~ O ~ o FDR B' IN HEIGHT OR LESS U Z ~ ~ 3 i OVER 8' AND UP i0 16' IN HEIGHT. USE 8' WALLS ANO ~ °o o BOIIOM SLAB. QUANTITIES TO ~BE ADJUSTED ACCORDINGLY ~ n v AR
Z ~1 _ _ ~7 ~ ~ ~ Ht+s"H1 G h•l ISOMETRIC VIEW II I~~~ , Z ~ ~ n O~ 1 11 ~ I xhi ~ a D t G ~ ~ "u"~EQBAL~Y f I I I F 5' s'T " ~ ~ SPACED l 111 3° PLAN
~m ~ N Z xtsnNG , II xlsnN O Z ~ ~ z D m - CURB AND GUTTER
! 47 IoenAT , II I IDexAL I ~ M fFl >CZr II I QQ 6. N ~i H T,i F ~ I C7 D H N g' X 6" D S WITH CATCH BASIN ON STEEP GRADES 'e VIEW W E 'T'1
N I ~I I I z3= D ~ 1 H V D N x I II I I 1 ~ FA~P I' ~ 1 3 W J -1 T SIDE•ELEVATION ' CURB IS USED IN PLACED srD. srEes wz .~l O SIDE"ELEVATION Of HOOD I
I..I 111 p 1. DETECTABLE WAANINO OOME6 SXAL. COVER 2'~0" LENOTH ANO II I 1 , . 1 Q J W ~ (-J Z ~ m FULL WIDTH OF THE RAMP FLOOR AB SHOWN ON THE DETAILS. ~ m~ 1 t 1 C H- "~j b` $EGTDN MM I ~ 2. THE RAMP MAY BE YELLOX IN COLOR OA ANY LOLOA WITH li~ I I I W'b , U~~ ti OtW 7 ] m W ] G SECTION MM 12" ~ ~ ~ ~ 6
37 ~ m ~ A 7D4 CONTRAST RATIO. II a I 1 z.~, SEESEE NOTE ~ N ~ Q S U ~i D7 ~ H I 1 1 s~ : 1 1 ~ 1 1 ~ ` 1 ~ H F"r ~ m D DEWEY BROS. OH-BN 2000 BACK OF CURB ~ USE ON FLAT GRADES 27 & UNDER ?000 II x 2., ~ Z ~ _ _ - -
I O ~ ~ r ~1 ~ 11 i Q ~ ~ ~ ~ OR APPROVED EQUAL C ~ ~ p w4P vnom A~ Is vAalAa~ A-`- ~ -~,`~i ~ ` W ] ~ Z _I ~4 BARS ~8 BARS "W' ' H 6'~ B 6° - 4 BARS "U' 11 2° - 3' DEPRESSED 3'
ol-ZU ~ m r D r~~~ I ~ ~ ~ W ~ rmf ~ ~ ~ o~ ~ cF ~ Z I .E Y A Y CUTTER LINE
2~z :I ~ ~ 0 k~C n SECTION-RR 6° ELEVATION M
a s ~I I n v' -D3D'R I ~ - J Z M 1 , '1~ _ -1N'~T, _ K A N m b' ~ ~ r 1 ~ r - C7 ~ F 1 B A B H,'+6" H1 C V7RMAL CURB & GUTTER ON LIGHT GRADES
p ~ N 3EE NOTE 1~/~ 1 Z L~ W L ~ o \ THIS PORTION OF RAMP I _ F- O p % ~f4 BARS NORMAL GUTTER LINE
Z 1 \ ~P ~ MU6T FALL WITHIN ~ _ _ _ - _ F t ' ~ CAOBSA'ALl(CIMIT6, 09" _,O.I"~.7Z' \t ~ ~ (8EE NOTE 181 LL Z 6" PL EpUALLY SPACED N GRADES 2~ & OVER 0 3,. ~ USE O
- _ ~ PLAN ' L,~•• _ :9EE NOTE 1 Q C ' ~ v 14 ~ ~ - T SEE NOTE$ ~ ~ END ELEVATION s - 6" - z ~
3 '~L'~~.. - rAKJSi [uss'e~ _ _ _ _ ~ F f concure 2, 12 6 n m W Z WHERE 30" TO 36' PIPE IS USED 17„ ~ g F 11/7 5 ]0" DEPRESSED i ~ GUTTER LINE TI N JJ 3 SECTION-SS ! y/ MAX
I N DETECTABLE WARNING DOMES PLAN VIEW PLAN VIEW ~ ~ ~ 6„ e'I 6.. 6" SEC 0 -~-r ~ m _ ~ -II 12 r 6' 9
SHEET 2 OF 4 - mABOnAL RAMP DUAL RAMPS SHEET 2 OF 4 ~ m MAx. 7s' RADII ANY nnDli o - T- C A - T B 6„ ~ o o ELEVATION
8 A O DO G 180" MIN. FLOOR 'N107H) (40" MIN. FLOOR WIDi111 84QD05 ~ a YV J 00 r9 y O o N 6^,. A 6" N Wkuv. CWk k Wn[R ON SIEEF WRS { .1 2 6" r-- H ~I
~ o I _ _ _ T J , B J 6° ~ w+ n•E .r, awm. ~a 7ac ua a"s" V -
= T ' o z a H1 p~ °(D ~ D Hi ~ ~ Q ~ - D. F I A - _ - - - - - mw v
} ~ ! ~ H• z Q~~ ~ T 1'- P - SECTION XX > ' '1 ~ I °`z ru. r-z .~a I ~ r-r -~C c~ cn ~ Y~••I - o x r,rc er > - ne ei o _ ~ 1
D1N.Ipy 1z+¢Cx7V rpT.~y LLJaHiZ ~ p u y z ~ yo ~ ~ m wu r ~ I i-z i r-t - r Eir ~ ~ v: ~ coe na i ~ ~ ~ ~T ~ m P ° x ea rd ~ s z I ey ~-z s _ ~ ~ ~
mz-ixD OOy2 ? o 6" SECTIDN-YY =0DC7m FUQOx > P ° PLAN H
SyOp i I Fx~zW F•'•1
~ ?OpI--IT NSOOQ C)~~D `99 Z Hac
Wp '90/:'~ WO Z o
~ ~ ~ SIDEWALK SIDEWALK ~ ~ _ SEE NOTE 12
'q I ~ 9 -SEE NOTE 4 x 4'-0" (TYP( 6 2'-0 ~ E 3' I
~~9 ~I A0 L 2 L - STDP LINE i 0 1 /r' R
't SIDEWALK ~ ~ I SIDEWALK •P I /B" R. 7 (n X O
m I~SEE _ ~ ~ SIDEWALK SIDEWALK ~ ~ NOTE 12 ~ ~ 4'-0° (TYP) - p K• Z m ~ WATER METER BO ~ I~ ~ CLEAN-DOT M~
SEE ~ ~ LL 1 H IINOTE 0 ° 0 9EE NOTE 4 ~ ~ (7 d o h~1 12" O A " (TO BE PLACED ON LEFT
I = N STOP LINE ~ io v _I I ~ m= 3~ 6" • ~ ~ ^ ~ SIDE; 4F WATER SERV~CE) ~
C) r ~ SIDEWALK ~ ~ H m R/w 0 n - 2s'
2 H ~ J W O M r \ Q = ~ 2'-6" ~ z #1 / O m ~
F WH HA C ~ p DETAIL SHOWING TYPICAL LOCATION D EELC IR RAMPS, ~ F ] D a R TT R r ?'-6" CUB & GU_ E T
~ D PEDESTRIAN CROSSWALKS AND STOP LINES FOA TEE INTERSECTIONS p J U ~p W J~ O
f ! L.I DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR x W ~3' Z RAMPS PEDESTRIAN CADSSWALKS AND STOP LINES W Z Z D 5' SIDEwAL~ ,~"R. m o
~3 / 0 ~Z
z o w s SURFACE OF I GuTT~R 1/2" z
I r-_ O 5' TYPE °K" SOFT COPPER
i JOINT FIL! ER ~
I 1.2,E e a e ~ a, .a • .a
PROPOSED WHEELCHAIR RAMP ALLOWABLE LOCATIONS 35' CURB Q GUTTER STREET IN 50' RIO!!T OF WAY
SHEET 3 OF 4 PROPOSED OA FUTURE SIDEWALK DUAL RAMP RADII...........ANY SHEET 3 DF 4 0
848D05 848D05 i NO SPLICES IN STREET I WATER MAIN TRANSVERSE EXPANSION
'I _ o ~
p v NOTES: ~ W JOINT IN CURB & GUTTER $ $ SEWER MAIN
1<-1~ z TA T THE W RFACE WITH SLIP RESISTANTANCE AND A 70~ CDNTRASTING COLOR TO THE SIDEWALK. Q Q ; N01E5: I D ~ O ~ 1. CDNS UC ALKING SU H ~ ~ V 1) CONTRACTION JOIN o - N01E5: T RVALS EXCEPT < g o
r p T ~ O 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. LL J O THAT A 15' SPACII 1)CONTRACTION JOINTS SHALL BE SPACED AT 10` IN E THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR "
H z -i 2 D O O y x z WHEN SATISFAGTOF O O 2 n ~ 3, NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTAUCTEO FOR MAINTENANCE R Z - WITHOUT THE USE I 2 ~ D D m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OA ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL F U MAY BE ALTERED ' WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED °z WITHOUT THE USE OF TEMPLATES AT iQ' INTERVALS. JOINT SPACING MAY BE ALTERED BY THE TOWN ENGINEER TO PREVENY UNCONTROLLED ~
O PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BDTH CURB AND GUTTER AND SIDEWALKS ARE Q ~ 1..1 CRACKING. CRACKING. NOTES ~ 1 T 11 n l u l l~ r
z H v ~'n PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. W F O J • 0 0 H x OLL H Q 2) CONTRACTION JOIN n 2 ~ z IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION p to ¢ OR FORMED BY O TH USE OF TEMPLATES SERVICE TO BE PLACED AT CENTER ~ 2)CONTRACTION JOINTS SHALL BE INSTALLED BY E p' OF LOT AT R/W UNLESS OTHERWISE • O/ u ~ APPROVED BY TOWN ENGINEER. ~ • ~i, ~ OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS " ~ / ~
~ D AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OA IS PLANNED FOR A FUTURE DATE, z 1--1 ARE NOT FORMED ~ H a ~ BE OBTAINED. AR NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1.5 SHALL ~ BEEOBTAINED. ° ° ° ~ ~O '9
I N O THE AMERICANS WITH DISABILITIES ACT (RDA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS W p z PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL O 3)ALL CONTRACTION. •Q 3)ALL CONTRACTION. JOINTS SHALL BE FILLED WITH JOINT SEALER. _ A
II RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS. EXPANSION JOINTS I ADJACENT TO ALL EXPANSION JOINTS. SHALL BE SPACED AT 90' INTERVAISAND - _ ADJACENT TO ALL RIGID OBJECTS.
4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS 4)WHEN REPAIRING AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, AFFECT PLACEMENT, WHERE OF SECTIONS TO AND CUTTER THE MINIMUM LENGTH ; Ci o 4)WHEN REPAIRING CRACKED OR DAMAGED CURB CURB
TWO RAMPS AAE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS AND 7.5' FOR MA AS NEAR PEAPENDICUTAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. OF SECTIONS TO BE REMOVED AND REPLACED ARE 10' FOR FORMED ~-~J'•,FN IN G~\. AND 7.5' FOR MACHINE PLACED CURB. NO SAW-GUT REPAIR. OF CRACKS ALtOWEO. ~
5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (S0. YDS.) 5)MINIMUM CONCRE TRENGTH SHALL BE 300D PSI. R E S ~~Ai oO ~ Y`~ 5) MINIMUM CONC ET
Z 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB, (LN. FT.) ~ ~~TllnnnLLLFs ~I
r 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOA ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS ~ NO, pAiE DESCRIPTION PRELIMINARY
= N NECESSARY TO SATISFACTORILY COMPLETE THE WORK. z n' Mo. DATE m x F THE STREET. ~ ~ REN61f 8. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE 0 REVSIONS REV. N0.
Rlp Q~ ! C ~ ~ 9. CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOA DUAL RAMPS. ~ ~ ~ STF DRAWN BY: DESIGNED BY; NOT F STANDARD' CURB & GUTTER DATE APafta+ED:
~ D H 10, USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. ~ U STD. NG. CONSTRUCTION a~ovEO Br: 3.13
Q O F"(r 11. PLACE A i^z" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01. Q = 2 TO f 1 N C E O W V V N.C. RNER GA F TOWN
~ D 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION 8Y BISECTING THE INTERSECTION RADII, p J lneerln . ens n
~ ~ WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) x W z 13, COORDINATE THE CURB CUT ANO THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN N 2
~ O THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN J ^ THE CROSSWALK MARKINGS ON EACH SIDE DF THE FLARES, ~ Civil En ineerin ~ -Land Develo ment Services g g p
(;.721 Creedmoor Road -Suite 204, Raleigh, NC 2 i 613
50 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. W
15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH ph 919 844-1321 tax: (919 844-1323
SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. email: [e-mail]
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. Drawn By: SLS
SHEET 4 OF 4 SHEET 4 OF 4 848D05 September 14, 2005 cl 91
~ 848D05 Checked By: JBE

V a ens - igsg
I
i
~N DRAWINGS
i
I -GARNER, NC
• e em er ber 14, 2005 SHEET INDEX
c . rl it 25, 2006
SHEET 0000 COVER SHEE"1'
SHEET C001 EXISTI:~IG CONDITIONS PLAN
i PUBLIC SHEET C 100 PRELINII~T:~R1" PLAT
Water DlstrlbutlonlExtenslon Sstem
i SHEET L-1 LANDSC.~PE PLAN (BY TONY M. TATS LANDSCAPE
j The City of Raleigh consents to the connection and extension of the ~RCHITECTL'RE, P.A.)
Cit 's ublic water s stem as shown on this Ian. The ma r' Y p Y p to ial and TiygeR
°R~~e SHEET C 120 UTILITY PL:~:v
Construction methods used for this ro'ect shall conf p ~ orm to the o
standards ands cificiations of h ' ' o p t e Citys Public Utilities Handbook. I ~
SHEET C 14U GRADING & S"1'ORM DRAINAGE PLAN
z o
City of Raleigh ~ SHEET C 150 EROSIO\T CO\ TROL PL ~N
Public Utilities De artment Permit o p
SHEET C 160 LL'XOR~~"I\ D DRIVE PLAN & PROFILE
SITE
Authorization to Construct:
SHEET C 190 CONSTRt'CTI(>N DETAIL SHEET
MONABREEZE
Date: SHEET C 191 CONSTRUCTION DETAIL SHEET
I
LUX~1°U~iPvD

PUBLIC
Sewer
CollectionlExtension Sstem v
The Cit of Ralei h consents to h Y g t e connection and extension of the DEVELOPER: BLACKCAP PROPERTIES, LLC
547 BENSON ROAD SUITE 102
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the GARNER, NC 27529
standards and spcificiations of the City's Public Utilities Handbook. PH [phone]
NORTH
City of Raleigh
Public Utilities Department Permit
MAP LANDSCAPE: TONY M. TATE LANDSCAPE ARCHITECTURE, P.A. ARCHITECT 5011 SOUTHPARK DRIVE
NT
Authorization to Construct: SUITE 200
DURHAM, NC 27713
Date: PH [phone]
PUBLIC IMPROVEMENT QUANTITIES
ATTENTION CONTRACTORS PHASE NUMBER
The Construction Contractor responsible for the extension of water and sewer as NUMBER OF LOTS q
NUMBER OF UNITS q
approved in these plans, is responsible for contacting the Central En ineerin A LIVABLE BUILDINGS q
De artment at - [phone], and the Public Utilities De artment at 919 890-3400 a P ( ) t OPEN SPACE? YES
least twenty four hours prior to beginning any of their construction. NUMBER OF OPEN SPACE LOTS 1
PUBLIC WATER (LF-CITY OF RALEIGH) 185.18
PUBLIC SEWER (LF-CITY OF RALEIGH) 87.28
Failure to notify both City Departments in advance of be innin construction wi
9 9 II result m the issuance of monetary fines, and require reinstallation of an water or PUBLIC STREET (LF-TOWN OF GARNER) 176.85
y sewer faalities PUBLIC SIDEWALK (LF-TOWN OF GARNER) 144.60
not inspected as a result of this notification failure. •
_neering, P. C.
Failure to call for Inpection, Install a Downstream Plu ,have Permitted P 9 laps on the . .
Jobsite, or any other Violation of City of Raleigh Standards will result in a Fine and
1V1 - n In eer In an c Possible Exclusion from future work in the City of Ralei h. Land Development Services ~T~~~TY ~NSTA~~.~-~oN AND OTHER P~B~~~ FA~,~,T~ES ,N~~~o,N~ SIDEWALKS ANC ':-ANDICAP RAMPS ARE TO BE CONSTRUCTED
9 ON ALL STREET.. AS SPECIFIED BY CITY CODE. THESE
621 ree mo r - ~ oR oa ulte ~04 q~~, FACILITIES HAVE E3EEN APPROVED BY THE CITY OF RALEIGH
AND Suns i g~ c,) INSTALLED UNLESS A CHANGE IS
R a el 2761,E AUTHCR ',:BITTEN APPROVAL. PUBUC SANITARY SEWER EASEM='~.-~ :.g~ -p gE RECORDED PRIOR TO FINAL
919 844-1321 ACCEPT.-`.
p
ax: 919 844-1323 TRANSPC='c-._\ SERVICES a Q
email: [e-mail] com PUBLIC _ z tV)
ww
g3;: CONSERV,470% =N r GINEER Z Q Ln
3 woo
cnN`D~ zwoz*zT
ww oQ~ wm
wd7w0

# REVISIONS
~ I

Ex. MH
~ i Rim 256.59 ~ Inv. In 248.90
/ Inv. Out 248.70
Ground ®MH 255.9
Zoning: R-40
FH YD WV

--1
~ ~
~ I r
I I
I i I
N/F ` _ - f Existing Building (Typ.) N/F - r I Irving Tabler
~ Charles Tabler ~ " DB 6301 PG 285 ' - ~ DB 6197 PG 586
Tax ID 0204763 Tax ID 0204762 ! ~ Zoning: R-20
Existing Sanitary Sewer Zoning: R-20 Easement Width Not Verifie Approximate Location F...~
Existing 8" DIP WL ~
- Existing 15" CMP - - i
_ S 89'36'1.4"-E 1468:02' I ~I
Zoning: R-40 _
- - Inv. In 278..90 - ~ y~ r -Inv. In 278.90 TORREY LANE - - _ - Existing 12" RCP
~ ~ ~ _ ~ ~ 7-- ' _ . - - - - - - - - - - - - _ Existing Private Gravel Drive ~ ~ _ _ _ - - - - ~ _ - - - -
60 ~ , _ ~ x Inv. ut 0 0 RESOURCE,' 277.4 ~ Inv._Ir - ~ 1
r ` C NSERVATION ~ - Existrng Conc. Slab Inv. Out 275. 9 ~ a ~ - t 275. 9 Inv. In 277:54 Inv. Out 296.43\ I_ ~ / ~ '
~ BUFFER c .~J / ` Inv. in 297.60 L ,1 /
50' c oc ~ _ _ Existin ~ ~ ,c o} ESOURCE ~ ~ ~ ~ ~ 18" CM stingg / CMP ~ / Tract Line
R o 3 ~ QQ CONSERVATION v ~ Q - . NRe
BUFFER ~ ? /
• ~ c 'a ~ 1896 ~ ~ ° ~ ~ / ~ H
~7 / ~ ~ I ' I
w Ex. MH ~ > , f ~ ~ i Existing ~ ~ I
Rim 255,83 ~ ~ ? ~ ~ ~ ~ Conc. I Existin~ ~ ~ i
' Inv. In 242. 5 / w 100' Flood I n ~ - Inv. Out 242.32 ~ p _ _ _ ~ _ ~ Um Slab Metal ~ xistin Pum House. Deeded ROW F""', E g p ~ L - LBldg. JI (DB 5926 PG 906) ~ Ihw.'In 307.84
~ - w Ground ®MN 254.5 ~ o ~ 18° RCP -
N ~ , ~ r r I Inv. Out 307.30
~ ~ / _ e/ I 4 / ~ OPW _ _ _ ~ I - - FP- _
~ ~ ~ ' W . ( ~ ATV ~ r7 ~ TELE
~ ~ 5~- ~ Tract Line ao ~ tfe~ ~ . ~ . I 3
~ ~ i ~ ~ ~ Bu ~ TO'' BE REMOVED ~ \ I ~i ~ / ~ o. ~ cJ
I ~ ~
w ~z r-~, I pI N ~
v ~ 3 c / I I 1 ~ ~ i ~ I C I y ~xlsting Building (1~~~,) ~ ~
~ I ~ 1 ~ :.....Existing ' I Zonin : ~ 50 ~ . , . 9 ,,~{p ~ ...Wetlands. m
o z R-20 / W" ~ X4,394 S ' L C k \ ~ ~i z f V n
- ~ . o ~ , ~ c o v - ~ j Q Existln Buildin T I 9 9(YP) Q=
3' II P I o0
' U Q o ~ 60 f ~ i ~ ` cri o ~ RESOURCE . ~ ~ / U ~ 3
x`^ v a ~ a , CONSE,&V'ATION ~ _ 1
w ~ a o c 3 v c ~ .BUFFER ~ ~ - I w ~ ° ~ - ~ w`tit _ s I
v ~ ~ ~ ~ a Tract Line TO BE REMOVED. L - - - ~ ~ ' - ~
m c,, \ - ~ ~ o ~ ~ ~ ~ ~ NRB / I . . ~ ~ Z
u v~ - - ~ H I i i'~ i ii ~
1 `,J N Existing 1-Sto y ~ -n _ _ - _ _ - _ W
Zonin 9 Manuafocturea Home - = F'`~
R-20 RON PI E FOUND ~ ~ ~ N 89'28'27" 'N 395.08'' ~ N 89'27 43 W 212.37 ~ 1 ~ N 89 273 W 200.00 N 7 43 W 60.0 N 89 27 43 W 66 88 N 89'26'37" W 89.91' N 89'36'0" W 450.60' - - - - - - - - ~ ~ ~ _
• N IRON PIPE FOUND' - _ j End 5' Conc. SW I '®!i
~ End 5' Conc. SW " I _ and 30" C&G (Standard) ~ i• Existing greet Light H
and 30" C&G (Standard ~ N I I F..., i
„ ' N - 3 I I
i v I ~ I
Existing Water Valy Z ~ ~ ~ Private Open Space _ ~ ' ~ ~I~
m 3 1 I ~j11'. I I
x o ~ I I Ili o. ~ ~ :Approximate Location !I, 0 i
~ ~ Existing 8" DIP WL ~ ;Zoning: ~ III ~ I; ~
R-20 a, IU ~ I
m Existing Breezeway Subdivision I~ ~ 1~ ~ I I o BOM 2000 PG 1858 Top R;m 272.29 ~ Exis I I I Existing Breezeway Subdivision
She~f Pro ect Sidel 265.72 R-15 ~ ~ , , BON II Zoning ~ ~ Irv. Ou, 2~5.2~ BOM 2000 PG 1858 O
Ex. ~ Zon I ~ .MN I i Zoning: R-15
U I I I
~ Ex. Sanitory ' I
~ Sewer 0 L
~ ~ N ~
~ ~ Top Rim 273.50 s
~ ~ Inv. In 263.70 Ex. MH ~i0\:~BREEZE WAY 3 Inv. Out 263.50 ss - ss -
~ ~ EO' R~W (PUBLIC)
N
O ~ ~ - O ~ ~
~ Ex. MH ' ' l
~ Rim 254.26 I FHYC
Inv. In 239.46 Inv. Out 239.26
Ground ®MH 251.7
X111111111111/1/
CARS (i o`~ • 'ESSi' :ti
.Q
L
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s a GRAPHIC SCALE •.•F ~
%9 . GINE`L.. j ;'p ~o0 200 ` 50 0 25 50 J ~1 QD
B, 1111111111111
( IN FEET) PRELIMINARY
1 inch = 50 tt. NOT FOR
CONSTRUCTION
erln . n lne ens
r' eerin -Land Develo ment Services ~i~ it En in p
g g
ci521 Creedmoo~° Road -Suite 204, Raleigh, NC 2 i 613
(919 844-1321 gat: (919 844-1323
email: [e-mail]
Dra« ? By: SLS
September 14, 2005 coo
Checked By: JBE

i # REVISIONS
i ROAD REVISION - 10/26/05
2 STORM EASEMENT - 04/25/06
Zoning: R-4o ~
~ /
l /
/ ~
/ ~
N F Charlos Tabler I I N/F
DB 6301 PG 285 Irving Tabler I DB 6197 PG 586 ~ I
Tax ID 0204763 Zoning: R-20 tax ID 0204"/62 I
i Zoning: R--20
i ~ I I
Zoning: F7-40 . ~ i I
_ _ . . . .
~ ~ ~ ~ a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ 0 ^ 60 ~ • ~ -7 I
o o RESOURCE.. / / ~ ~ / / / ~ a C NS~RVATI01~,/ ~ / N
I
I
/ ~ 7URCE ~ ~ ti ~ ~ ~ / \ \ / / / RES( _ o - ; ~ ~ ~ 16 245 SF ~ ~ ~ CONSERVATION ~ ~ Q ~ / \ \ ~ H
~ W ~ ~ ~ UFFER ~ , ~ ~ ~ ~ 037 Ac. ~ ~ 17 I I
I c, ~ \ 15 ~ • 1 ' NRe ~ • c .a \ \ / I
1896 PRIVATE OPEN SPACE 6 \ ~ ~ 18,630 SF ~ Z 1 ~ / • 4 )7 TO BE MAINTAINED ~ ~ \ 14,130 SF , - - _ ~ / / 0.43 Ac. _ a I
~ ~ . • BY THE HOMEOWNERS i, 0.32 Ac. / / ~ (
~ ..ASSOCIATION ~ 1 . ,I
AREA=.2.87 C ~ ~ ~ / \ 100', Floodpl n 50' ~ / \ '<I I
GREEN WAY ) I /
• ~ EASEMENT 20' GBLIC \ _ • ~ STORM EASEMENT •
I, ~ ~ - 0 ~ ~ I I _ .T. _
_ is 1 _ ~ , . T~-- r _ 1
• ~ ~
PHASE I - - _ I I
I I _ • I - ~ . PREVIOUSLY APPROVED - I --T_~__.____ . _
~ - _ _ I I
END TREE r ~ \ ~ 4. / ~ ~ _ N
~ PROTECTON r . / Zoning: FE ELINE ~ ~ N ~ I I o
. ~ / Existing ~ rc-2u ;~•ter• ~ Wet{ands ~ \ ~ o'
~ k ~ ~ , ~ ~h,39~~ SF ~ I I ~ J, I I z~
~ o ~ ~ ) ~ ~ ~ ~ ~ 35' -B i ~ V ; ~I
a c WC RAMP i ' o i ~ , ~ r k )
U , • .
)~I N 3 z
m Q
i ~ ~ 8 ~ ~ ~ 60' R/W QTY ~ ~ '1 I I a~ - Q
~ ~ ' . _ N . J, I , ,006 SF ~ ~ ~ . ~ I I > U
• - ~ . I ~ 0.39 Ac. \ \ ~ / I
• IN THE i ~ ~ ~ ~ I ~ l Zonir q: BEG E ~ I \ \ J .PROTECTION ~ 3b" C&G _ _ _ I I
' 'r-?'0 FENCEUNE ~ _ \ _ I I
~ W I I
~ ~
~ ~ Era C:onc SW~/ W ~ ~ ~ and 30" ;,&C S:cndard~`
~ ~ G I I I ~ ~ ~
9'~ ^ 3 -r I I it II M...~
Pnva!e Open Space Z I i II I ~
- II I ~ I li ~
I 3 m I II x u. ~ I
~ o - III ~ zan~n : III ~ o iil I i
I g ~ ~ VIII I ~ II I ~ I ~ ~ III I ~ 0
~s ~ ±~~n,. Rreezewa Subdivis~~or ~ Exis. ; . y ii' I j
BOM 2000 PG 1858 B 7_onir,a~ R-15 I ~ Ex ill I j I Existing Breezeway Subdiels,r~ III ~'i I
~ i ail B( ~30M 2000 PG 1858
~ III Zc r, Zoning: R-15 O
r j r_
lu w
,
rv
N u;

J10'\ABREEZE WAY
R/W (PUBLIC)
c ~ -
~ j'
cr,
UTILIT" iNSTA~~~AT CN AND OTHER PUBLIC FACILITIES INCLUDING
SIDEWA~r;S AN~~ ~~~N~~CAP RAMPS ARE TO BE CONSTRUCTED
ON A~'~ STREETS HS SPECIFIED BY CITY CODE. THESE
FACILITIES HA'dE SEEN APPROVED BY THE CITY OF RALEIGH
CONDITIONS FOR CONDITIONAL USE DISTRICT SITE DATA TABLE AND SI-~LL BE S~ NSTALLED UNLESS A CHANGE IS AUTHOR~~~?ED BY WF "T_N APPROVAL. PUBLIC SANITARY SEWER ~,,,IIIII,,,,
EASEMENTS ARE T~ S_ RECORDED PRIOR TO FINAL CAR
PROJECT: BREEZEWAY WEST, PHASE II 1. EACH HOME WILL HAVE A MINIMUM OF 2,600 HEATED SQUARE FEET. OPEN SPACE: REQUIRED = 1.15 AC (10%) . AC~,EPTANCE. 0~•''•ESS/• '
SITE INFORMATION: JURISDICTION: TOWN OF GARNER PROVIDED = 2.87 AC (25%) 2. EACH HOME WILL HAVE 2-CAR GARAGES. ~~F •,9
EXISTING ZONING: R-40 R-5 (C-79; ~ t •Q - S~~NIATUr~ -
3. EACH HOME WILL BE 3 SIDES OF BRICK AND/OR EXISTING USE: VACANT = 273
STONE OR A COMBINATION OF BOTH. PROPOSED ZONING: R-15 (CU) IMPERVIOUS: HIGH DENSITY OPTION PROPOSED USE: RESIDENTIAL MAX ALLOWED = 35% Ch~'EE ENG'~NEER ~ 4- . ~i Zf
4. UNIFORM MAILBOXES WILL BE USED FOR EACH HOME. WAKE CO. PIN 1700748437 PREVIOUSLY APPROVED PHASE I = 98.881 SF (2.27 AC) DIR. OF PUS_ ~ ES
1700741451 PROVIDED WITH PHASE II = 3 7 SF (0.69 AC) 5. GABLES MAY BE FACED WITH HARDIPLANK (FIBER CEMENT) PHASE I SITE AREA = 5.70 AC TOTAL = 128,956 SF (25.83 ~ B. ~hlll 11111
OR OTHER ASTHETICALLY PLEASING FIBER CEMENT PRODUCT. PHASE II SITE AREA = 5.76 AC NOTE: PHASE II BASED ON 5,270 SF IMP/LOT FOR aT FoR TRAFFIC ENGINEE~F_
TOTAL TRACT AREAGE = 11.46 A,, LOTS 14-17 NOTE: 100-YR FLOODPLAIN EXISTS ON S!"` CLIENT INFORMATION: BLACKCAP PROPERTIES, L.L.C.
PROJECT IS WITHIN THE LAKE BENSON CONSERVATION DISTRICT MR. PAUL CAPPS, MANAGER CONSERV N~~ N=~ PRELIMINARY ATION E ~ _~R NOT FOR
MR. CHAD BLACKMON, MANAGER CONSTRUCTION
547 BENSON ROAD SUITE 102 GENERAL NOTES LOT INFORMATION: PROPOSED # LOTS = 4
GARNER, NC 27529 MINIMUM LOT SIZE = 14,522 SF PH [phone]
1. THE TOWN OF GARNER'S UNIFIED DEVELOPMENT MAXIMUM LOT SIZE = 18,846 SF ens n lneerln
,,,,,,r,,,,~ ,,,,,,~„T ~T,,,,,,,,,,,, AVERAGE LOT SIZE = 16,805 S' FNC:INFFR• rnrnic ~nirinirroinir o ~ ~r . T...rr~ ~ . , n .
V RUIIVMIVVL VVIV IAIIV~ ULVCLVrMCIVI z)IHIVUHRW rum w~v~ v~uvL~niivv r.V. SINGLE-FAMILY AND MODULAR HOMES; PLEASE SETBACKS: R-15 ZONING: ATTN: JARROD B. EDENS, P.E. UNAYtilU SCALE i 11 Engineering - Lana "evetopment -~)ervices
REFER TO SECTION 6.8. FRONT: 30' 6521 CREEDMOOR ROAD - SUITE 204 50 0 25 50 100 zoo »21 Creedmoor Road - Suite 204, Raleigh, NC 276 13
RALEIGH, NC 27613 2. INSTALLATION OF TREE PROTECTION FENCELINE ALONG SIDE: 10' PH 919 844-1321 ph: (919 844-1321
THE NEUSE RIVER BUFFER WILL BE REQUIRED PRIOR REAR: 25' tax: (919 844-1323
TO ISSUANCE OF A BUILDING PERMIT FOR CORNER: 25' FAX (9nf 844-1323 IN FEET ,mail: [e-mail]
INDIVIDUAL HOMES. MAXIMUM BUILDING HEIGHT = 35' EMAIL: info®edensengineering.com 1 inch = 50 ft. Drawn f3t': SLS
September 14, 2005 C1 00
Checked By: JBE