20051743 Ver 2_Complete File_20051221

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No..eX 3 GS- 1'I '}3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit 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: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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: Hugh J. Gileece L
Mailing Address: 875 Walnut Street Suite 360
Cary, N. C. 27511
Telephone Number: 469-1101 Fax Number: 460-7637
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Steve Mitchell
Company Affiliation: Consultant
Mailing Address: 1813 Lancaster Drive
Garner, N. C. 27529
Telephone Number: 550-9055 971-6598
E-mail Address: srmitche1151 kyahoo.com
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
Page 1 of 8
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: Kilamey Pointe
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):Lot 1- 0753219722 Lot 2-0753217892
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Old Apex Highway to S W Cary
Parkway. Turn left. Property _100 feet on ri
ght
5. Site coordinates, if available (UTM or Lat/Long):
(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): 2.28 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to 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 http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Proyerty is partially open with some existing forest.
Adjacent parcels under development.
10. Describe the overall project in detail, including the type of equipment to be used: Bulldozer,
track hoe, pan, etc. Normal construction equipment
11. Explain the purpose of the proposed work: Development of commercial site.
Page 2 of 8
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.
No prior permits.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permitting anticipated.
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:
One hundred foot road crossing will provide entrance to the two portions of the propegy. Cary
has required road to access adjacent storage facility. Stream will be placed in rcp with inlet
protection and outlet dissipater.
2. Individually list wetland impacts below:
Wetland Impact
Site Number Area of Located within Distance to

(indicate on Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***

map) (acres) (yes/no) (linear feet)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
Page 3 of 8
** 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 httpJ/-vvww.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None. Wetlands
contained within stream
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Road crossing 100 UT Swift Creek 2 feet I

* 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.usys.tov. Several internet sites also allow direct download and printing of USGS maps (e.g., wNvw.topozone.com,
wwvv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 100 linear feet of stream
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name 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.
5. Pond Creation: None 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.
Page 4 of 8
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Stream is conveyed to the site by concrete pipe. Buffer begins at outlet- Stormwater treatment
for the new impervious substrate placed onsite will be treated in accordance with the Town of
CM's Stormwater Ordinance within a stormwater wetland constructed on Lot 3.
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 5 of 8
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetiands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation proposed.
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.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
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 6 of 8
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 XNo ? 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* (s uImpct are feet) Multiplier
Required
Mitigation
1 6,114 3
2 6,731 1.5
Total 12,845
* 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 2B .0242 or .0260.
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.
Zero % currently on site. 32,719 sa ft (0.75 acres) on 2.2871 acre site. Percent impervious is 33
%. Stormwater treatment within offsite stormwater wetland designed to treat stormwater
enerated from 48,009 sq ft of impervious.
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.
Town of Cary Municipal Sanitary Sewer
Page 7 of 8
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).
M la I
jz? e3
Ap nt/ gent's Signature -"?-? DAte
(Agent's si ture ' valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
VICINITY MAP
NO SCALE
SLBD9VISON FULL PLAN
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Projection is UTM Zone 17 NAD83 Datum G=1.274
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December 21, 2005
Division of Water Quality -'
Mr. John Dorne
1650 Mail Service Center
401 Wetlands Unit
Raleigh, North Carolina
27699-1650
Subject: Kilarney Pointe
UT to Swift Creek [030402, 27-43-(8), C, NSW]
DWQ Project # 05-1743
Additional Information Request
New PCN Submittal
Cary, Wake County
Dear Mr. Dorney:
In response to the Certified Mail Return Receipt Request letter dated October 25, 2005
and received by Mr. Jay Gileece, I am providing the following:
1. Please specify the percent of project imperviousness area based on the
estimated build-out conditions.
Total impacts to the buffer are 12,845 square feet (Zone 16,114 sf and Zone 2
6,731 sf). Site impervious breakdown for Lots 1 & 2 are indicated on the plan
sheet and as follows:
Road and Parking
Buildings
Sidewalks
Total Impervious
Size of lots
Lot 1
Lot 2
Total
20,920.75 sq ft
10,000 sq ft
1,797.98 sq ft
32,718.73 (or 0.75 acres)
1.0989 acre
1.1882 acre
2.2871 acres
DEC 2 1 1.005
.71
c rs : c: f
ro?,C?.?':
Based on the built-out conditions, the total percent of impervious is 33
percent.
2. Please indicate all stormwater outfalls on the site plan.
A stonnwater collection system is in place offsite of Lots 1 and 2. The
connections to the existing outfalls are highlighted in yellow.
3. Please indicate the diffuse flow provision measures on the site plan, including
worksheets for facilities such as level spreaders.
As noted on the recorded map for Lot 3 (Book of Maps 2005 page 0501) Lot 3
was required to provide stormwater treatment for Lots 1 and 2 sufficient to
retain and treat the stormwater generated by 48, 009 square feet of
impervious. Based upon the treatment requirement and the square footage of
impervious at built-out conditions, less than 70 percent of the treatment
capacity will be utilized. This treatment will be accomplished within the
stormwater wetland that has been approved and constructed on Lot 3.
Attached you will find the stormwater wetland detail plans provided by John
R. McAdams.
If you have any questions or are in need of additional information, please do not hesitate
to contact me. I can be reached at either [phone], nights at 550-9055, or
[e-mail]. Thank you in advance for your prompt consideration of this
matter.
Sincerely,
Steve Mitchell
srm:lbjaddinfolet2
December 21, 2005
Division of Water Quality
Mr. John Dorney
1650 Mail Service Center -
401 Wetlands Unit`,' `
Raleigh, North Carolina 1
27699-1650
Subject: Kilarney Pointe
UT to Swift Creek [030402,27-43-(8), C, NSW]
DWQ Project # 05-1743
Additional Information Request
New PCN Submittal
Cary, Wake County
Dear Mr. Dorney:
In response to the Certified Mail Return Receipt Request letter dated October 25, 2005
and received by Mr. Jay Gileece, I am providing the following:
1. Please specify the percent of project imperviousness area based on the
estimated build-out conditions.
Total impacts to the buffer are 12,845 square feet (Zone 16,114 sf and Zone 2
6,731 sf). Site impervious breakdown for Lots 1 & 2 are indicated on the plan
sheet and as follows:
Road and Parking
Buildings
Sidewalks
Total Impervious
Size of lots
Lot 1
Lot 2
Total
20,920.75 sq ft
10,000 sq ft
1,797.98 sq ft
32,718.73 (or 0.75 acres)
1.0989 acre
1.1882 acre
2.2871 acres
Based on the built-out conditions, the total percent of impervious is 33
percent.
2. Please indicate all stormwater outfalls on the site plan.
A stormwater collection system is in place offsite of Lots 1 and 2. The
connections to the existing outfalls are highlighted in yellow.
3. Please indicate the diffuse flow provision measures on the site plan, including
worksheets for facilities such as level spreaders.
As noted on the recorded map for Lot 3 (Book of Maps 2005 page 0501) Lot 3
was required to provide stormwater treatment for Lots 1 and 2 sufficient to
retain and treat the stormwater generated by 48, 009 square feet of
impervious. Based upon the treatment requirement and the square footage of
impervious at built-out conditions, less than 70 percent of the treatment
capacity will be utilized. This treatment will be accomplished within the
stormwater wetland that has been approved and constructed on Lot 3.
Attached you will find the stormwater wetland detail plans provided by John
R. McAdams.
If you have any questions or are in need of additional information, please do not hesitate
to contact me. I can be reached at either [phone], nights at 550-9055, or
[e-mail]. Thank you in advance for your prompt consideration of this
matter.
Sincerely,
Steve Mitchel
srm:lbjaddinfolet2
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. .XS U?) - \'I ? 3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit 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: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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 Managemen _
a of
Environmental Concern (see the top of page 2 for further details)_ ch ck here: L%k II. Applicant Information
DE, q i I'i
Owner/Applicant Information
Name: Hugh J. Gileece"'???`°"
Mailing Address: 875 Walnut Street Suite 360
Cary, N. C. 27511
Telephone Number: 469-1101 Fax Number: 460-7637
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Steve Mitchell
Company Affiliation: Consultant
Mailing Address: 1813 Lancaster Drive
Garner, N. C. 27529
Telephone Number: 550-9055 971-6598
E-mail Address: snnitche1151gyahoo.com
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
Page 1 of 8
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: Kilarney Pointe
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):Lot 1- 0753219722 Lot 2-0753217892
4. Location
County: Wake Nearest Town: CM
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Old Apex Highway to S W Cary
Parkway. Turn left. Property 100 feet on ri
ght
5. Site coordinates, if available (UTM or Lat/Long):
(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): 2.28 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to 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 h://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Property is partially open with some existing forest.
Adiacent parcels under development.
10. Describe the overall project in detail, including the type of equipment to be used: Bulldozer,
track hoe, pan, etc. Normal construction equipment
11. Explain the purpose of the proposed work: Development of commercial site.
Page 2 of 8
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.
No prior permits.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permitting anticipated.
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:
One hundred foot road crossing will provide entrance to the two portions of the property. QM
has required road to access adjacent storage facility. Stream will be placed in rcp with inlet
protection and outlet dissipater.
2. Individually list wetland impacts below:
Wetland Impact
Site Number Area of Located within Distance to

(indicate on Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(acres) (yes/no) (linear feet)
ma

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
Page 3 of 8
** 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://Nvw\v.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None. Wetlands
contained within stream
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
I Road crossing 100 UT Swift Creek 2 feet I

* 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., ww,v.tonozone.com,
www.tnapquest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 100 linear feet of stream
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name 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.
5. Pond Creation: None 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.
Page 4 of 8
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Stream is conveyed to the site by concrete pipe. Buffer begins at outlet. Stormwater treatment
for the new impervious substrate placed onsite will be treated in accordance with the Town of
Cary's Stormwater Ordinance within a stormwater wetland constructed on Lot 3.
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 5 of 8
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetiands/stnn?7ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation proposed.
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.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
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 6 of 8
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes XNo ? 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 6,114 3
2 6,731 1.5
Total 12,845
# 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 2B .0242 or.0260.
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.
Zero % currently on site. 32.719 sa ft (0.75 acres) on 2.2871 acre site. Percent impervious is 33
%. Stormwater treatment within offsite stormwater wetland designed to treat stormwater
enerated from 48,009 sq ft of impervious.
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.
Town of Cary Municipal Sanitary Sewer
Page 7 of 8
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).
M
Ap nti gent's signature uaie
(Agent's si ture valid only if an authorization letter from the applicant' is provided.)

Page 12 of 12
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December 21, 2005
Division of Water Quality -'
Mr. John Dorne
1650 Mail Service Center
401 Wetlands Unit
Raleigh, North Carolina
27699-1650
Subject: Kilarney Pointe
UT to Swift Creek [030402, 27-43-(8), C, NSW]
DWQ Project # 05-1743
Additional Information Request
New PCN Submittal
Cary, Wake County
Dear Mr. Dorney:
In response to the Certified Mail Return Receipt Request letter dated October 25, 2005
and received by Mr. Jay Gileece, I am providing the following:
1. Please specify the percent of project imperviousness area based on the
estimated build-out conditions.
Total impacts to the buffer are 12,845 square feet (Zone 16,114 sf and Zone 2
6,731 sf). Site impervious breakdown for Lots 1 & 2 are indicated on the plan
sheet and as follows:
Road and Parking
Buildings
Sidewalks
Total Impervious
Size of lots
Lot 1
Lot 2
Total
20,920.75 sq ft
10,000 sq ft
1,797.98 sq ft
32,718.73 (or 0.75 acres)
1.0989 acre
1.1882 acre
2.2871 acres
DEC 2 1 1.005
.71
c rs : c: f
ro?,C?.?':
Based on the built-out conditions, the total percent of impervious is 33
percent.
2. Please indicate all stormwater outfalls on the site plan.
A stonnwater collection system is in place offsite of Lots 1 and 2. The
connections to the existing outfalls are highlighted in yellow.
3. Please indicate the diffuse flow provision measures on the site plan, including
worksheets for facilities such as level spreaders.
As noted on the recorded map for Lot 3 (Book of Maps 2005 page 0501) Lot 3
was required to provide stormwater treatment for Lots 1 and 2 sufficient to
retain and treat the stormwater generated by 48, 009 square feet of
impervious. Based upon the treatment requirement and the square footage of
impervious at built-out conditions, less than 70 percent of the treatment
capacity will be utilized. This treatment will be accomplished within the
stormwater wetland that has been approved and constructed on Lot 3.
Attached you will find the stormwater wetland detail plans provided by John
R. McAdams.
If you have any questions or are in need of additional information, please do not hesitate
to contact me. I can be reached at either [phone], nights at 550-9055, or
[e-mail]. Thank you in advance for your prompt consideration of this
matter.
Sincerely,
Steve Mitchell
srm:lbjaddinfolet2
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No..eX 3 GS- 1'I '}3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit 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: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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: Hugh J. Gileece L
Mailing Address: 875 Walnut Street Suite 360
Cary, N. C. 27511
Telephone Number: 469-1101 Fax Number: 460-7637
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Steve Mitchell
Company Affiliation: Consultant
Mailing Address: 1813 Lancaster Drive
Garner, N. C. 27529
Telephone Number: 550-9055 971-6598
E-mail Address: srmitche1151 kyahoo.com
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
Page 1 of 8
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: Kilamey Pointe
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):Lot 1- 0753219722 Lot 2-0753217892
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Old Apex Highway to S W Cary
Parkway. Turn left. Property _100 feet on ri
ght
5. Site coordinates, if available (UTM or Lat/Long):
(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): 2.28 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to 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 http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Proyerty is partially open with some existing forest.
Adjacent parcels under development.
10. Describe the overall project in detail, including the type of equipment to be used: Bulldozer,
track hoe, pan, etc. Normal construction equipment
11. Explain the purpose of the proposed work: Development of commercial site.
Page 2 of 8
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.
No prior permits.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permitting anticipated.
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:
One hundred foot road crossing will provide entrance to the two portions of the propegy. Cary
has required road to access adjacent storage facility. Stream will be placed in rcp with inlet
protection and outlet dissipater.
2. Individually list wetland impacts below:
Wetland Impact
Site Number Area of Located within Distance to

(indicate on Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***

map) (acres) (yes/no) (linear feet)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
Page 3 of 8
** 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 httpJ/-vvww.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None. Wetlands
contained within stream
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Road crossing 100 UT Swift Creek 2 feet I

* 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.usys.tov. Several internet sites also allow direct download and printing of USGS maps (e.g., wNvw.topozone.com,
wwvv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 100 linear feet of stream
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name 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.
5. Pond Creation: None 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.
Page 4 of 8
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Stream is conveyed to the site by concrete pipe. Buffer begins at outlet- Stormwater treatment
for the new impervious substrate placed onsite will be treated in accordance with the Town of
CM's Stormwater Ordinance within a stormwater wetland constructed on Lot 3.
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 5 of 8
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetiands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation proposed.
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.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
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 6 of 8
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 XNo ? 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* (s uImpct are feet) Multiplier
Required
Mitigation
1 6,114 3
2 6,731 1.5
Total 12,845
* 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 2B .0242 or .0260.
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.
Zero % currently on site. 32,719 sa ft (0.75 acres) on 2.2871 acre site. Percent impervious is 33
%. Stormwater treatment within offsite stormwater wetland designed to treat stormwater
enerated from 48,009 sq ft of impervious.
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.
Town of Cary Municipal Sanitary Sewer
Page 7 of 8
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).
M la I
jz? e3
Ap nt/ gent's Signature -"?-? DAte
(Agent's si ture ' valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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D `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 6, 2006
DWQ Project # 05-1743, Ver. 2
Wake County
Mr. Hugh J. Gileece
875 Walnut Street, Suite 360
Cary, NC 27511
Subject Property: Kilarney Pointe
Ut Swift Creek [030402, 27-43-(8), C, 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. Gileece:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 100 linear feet of stream and 6,114 square feet of Zone 1 Neuse River basin
riparian buffers and 6,731 square feet of Zone 2 Neuse River basin riparian buffers to construct the
proposed commercial site at the subject property, as described within your application dated December
20, 2005, and received by the N.C. Division of Water Quality (DWQ) on December 21, 2005. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s)
NW 14 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 213 .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.0.506 (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:
IVQ°tttCarolina
401 Oversight/Express Review Permitting Unit atuCa??y
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
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Hugh J. Gileece
Page 2 of 5
January 6, 2006
Amount Approved (Units) Plan Location or Reference
Stream 100 feet PCN page 4 of 8
Buffer -Zone 1 6,114 (square ft. PCN page 7 of 8
Buffer - Zone 2 6,731 (square ft.) PCN page 7 of 8
2. 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.
3. 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.
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 infiinge within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
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 additional approval from this Office.
Mr. Hugh J. Gileece
Page 3 of 5
January 6, 2006
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
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.
8. 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.
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.
Mr. Hugh J. Gileece
Page 4 of 5
January 6, 2006
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 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK/ijm
Enclosures: GC 3404
Certificate of Completion
Sincerely,
1ra-4
r AUl W. Klimek, P.E.
cc: Steve Mitchell, 1813 Lancaster Drive, Garner, NC 27529
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051743Ver2Kila meyPt(Wake)401_NBR
NOTES; 7'/1
1. ALL REBAR 70 BE /4 REBAR. V 1 2 ALL REBAR AND ANGLES TO BE HOT DIP GALVANZED OR BE PRONDED WITH AN EPOXY
COATING.
3. THE HOT-DIPPED, GALVANIZED 2"x2'xi/4' ANGLES SMALL BE Wr1DED TO THE REBAR 1RASH RACK. ONCE WELDED, THE ENURE ASSEMBLY SHALL BE PLACED ONTO THE
NOTES: 1. ANIF-fL01TATgX BASE TO BE SECIAIEi-Y AT11L4fD 1D R6fA MANHOLE RISER N1TN ANGLES SI1lING DIRECTLY ON TOP OF RISER. RAG4fD To R15ER A
STRUCTURE AND BE PRUVAfO WRH MMIUY 119PFRATURE ANO SHRNTAAE STEEL 1EIFFRAIURE AND
2. RISER ST1iUCItIRE TO BE OE57CIIED EK OINLAS ikAS
I. VALVE STFll GUD6 TD BE FRONDED PFR WtMIFACRAtERS ~ SFECTRCAIKMIS• IYNIIFACIIAtERS 10 LF U : 'd. ANGLE •
4. CONCRkIE ItlSER ANThPlA1U1gY SACK 10 8E FRONDED ro eE PRCMDED ~ ~ slm AND sEC~lr
RETAINING WALL ~ ~ ' >n >E+E RSER slTnTCRIRE 0.i O O O
DESIGNED U dI F~ W ~ I
BY OTHERS b ~ I!~
ELEVAl10N VARIES zo' S.o' 3A' ~i " o a ~ x ~
413.0 TO 418.0 1.0 ~ ~ ~ ~ dN a
NMOMNEa n. 4noo Q, W W
412.25 HwowxD 417.00 O NwowllEa a d. ~ ~ n t-7 N
,w,stRNat ' . e W z U' (SEE o~Atu ~ ~
X 412.75 x (SEE DETAIL
12,0 ' a ~ °o °o ~ ~ H~~
x 411,25 X 41125 X 411,25 X 411,25 X 411, 5 I _ MEIR ONERF a , d 1.0' ~ ~ a x ~ CO
SLOPE INSIDE WETLAND X 41L25 X 12. wETR tAatr TO BE MAINTAINED 02''x1 X 412,0 X a a4.TD a 4t4.7o ' ..a ~ . ° zo' W ~ O ~
_ x 2,75 e, Cif) • : B NK) iD LF ~ i-.
x ,0x41 x4 X 5 ' 4x4' s< e ° 4'K4' SCbJTE n a 2'x2'x1/4' EMOTES FABRICATED HINGES FOR THE ~ w CA 4'X4 StAl4RE ~ CON7tklE It15fR. gNgF iME BOLD UNETYPE D CONCRETE RISER p~plgpg THE ACCESS HATCH TO BE ACCESS HATCH z w O ~
SLOPE INSIDE WETLAND x 412, I x pNaoE auE~mDUS9 f!+~ 'q > PROVIDED BY THE 1RASM RACK Q,5' W ~ a V \ d FABRICATOR (SEE ITEM 7 -
TAD BE MAINTAINED 02.5,1 X411 X a \ \ 'OUTLET STRUCTURE MATERIAL
X 411,25 ° SPECIFlCADONS') ~ A
\ ~ ~ ~ CA a o 1.5 1~ ~ ~ / i • / / ~ / 10 LF ~ r
i 411.50 x 411,25 r / \ ti / d 'X2'X14' r ~ / o / ~ d \ \ , 2. ~ .9 .
4 ,Ox ~ x 4 ,25 ~ \ ANGLE 0.5' Ta' o-RnC RCP ~ ~ ~ : Q ~ a ° ~ ~ SEAL
12,0 / 41225 J ~ ~ ~ ~ ~ " d / \ d \ . ~ a \ \ \ z9s~~
SLOPE MAINTAINED 0 25:1 / SLOPE INSIDE WETLAND / ~ . / , / \ / / 1.D 1.0' 1.0' 1.0 1.0' T.0' , O' / / / % v
x 411,2 / / a, d TO BE MAINTAINED 02x1 ~ ~ "t \ . ~ ..H E / ~ \ q.cE..,. a. \ I '
i x 1275 i l ~ ~ • F ~ 0 W A C / I \ ~ ~ ~ A I t
41 .Ox \ \ \ , T nnm \ ~ i, /i / r / / /i
/ i /i, x 4 .0 /i } / ~ / \ \ REBAR 1RASN RAa( ABOVE / µ \ / NIgE WALL . \ / ANCHOR TRASH RACK TO MAN
x 11. ~ " ACED HOT DIP ' FRONT VIEW" 1MTH FOUR EQUALLY SP "SIDE VIEW" GALVANIZED STEEL. CLAMPS. EACH CLAMP
TOP Of BERM TO BE MINIMUM "SIDE N X 12, 5 10' WIDE AT ELEVATION 418.00 ATTACHED TO MANHOLE RISER BY 2-4 xt/4' CONCRETE ANCHOR BOLTS EACH
412 Ox CLAMP lO BE COALED W/ AN EPOXY COATIN&
41 ,7 OUTLET STRU POND OUTLET STRUCTURE DETAIL '1RASHRACHDETAIL
411.50 P ON D NI9 LET STRUCTURE DETAIL ~g N.TS. NT9
x 12, 2'
x 1 .75 411.50 y X 4' B/6 WELDED WEIE FABPoC
la (EACH SIDE A: 10P)
41 ,
41 , i2 flXFB2A,RXPERAAETEA FRAWE YY)) ~ 8'r DIP OR/JN PIPE (4 l17
SLOPE INSIDE WETUWD 4 2 0 h
TO BE MAINTAINED 025:1 - 411.50 2~ I(f~~
X 6' r W~y
W ~'r GRADE B STAINLE55 51m.
CONCRETE uc scREw THICXNE55 ro 4'
CONFORId 10 3ppp PSI CONCRETE MT:iIAND GRADtS
(WN. 6~
12' X 3' X 'GALVANIZED STEEL U ~ a 3" STRAP (4 PER MANHOLE JOINT) a ~ .4
4 tF 6' DIP ~ ~
NOME: WETLAND W i` OONCREfE ANTI-FLOTATION 81ACN 6" E ~
(3RADINa LIIVPP:S (BELOW NORMAL 6' (SEE CROSS-SECTION) ^ ~ aI
POOL ARE NOT 3' W z
STANDARD 1' 2' l 1D BE MADE WRIER 11GHT E~ ~ ( I EACH RISER JDNIT ~ 4 I ~ WI1H ANON-SHRINK CEMENIITIWS GROUT ON W
CONTOUR LINES. ~ THE INSIDE AND OUTSIDE ~ W
CON'POUR LII~ES 6. ~ A'" U ~J ~
BELOW NORMAL ~I x
POOLARE IaBEIE~D ~El6FnOm 4~MO~C x~C(IkIE 9~_ N.T.S. U~ ~
I AS 1T0 ELEVATIONS. i ~1 ~ z S~tt41. BE 4~,~ ~W8 A~f70 WiLL BE ~4
A ERIIIE~IfOR OF &~E ~ y~ P H
f~ m ~ ~
6 DRAIN TRASH GUARD DETAIL NTS a~
w z
r~ o
L couAR SHALL BE FASTENED TO 15' o-Rw6 RCP WRH
WAiERRCTIT adNT.
WETLAND #1 GRAPHIC SCALE 25' MIN PROJECTION } ~C,
D ,G 2D 4D GRADING PLAN 2D 8' MIN, vl,l(.,
SCALE 1" = 20' •a: d a. ~ ~C -
T inch = 20 ft. y.. q V~) I 3 .q
d Q tl a
n Z
v • d~ ~ 4 15 4 15 r
0-RING . ~ O-RING y~ m e RCP RCP
WETLAND CONSTRUCTION SEQUENCE ' e a. . d
1. REFER TO EROSION CONTROL CONSTRUCTION SEQUENCE AND FOLLOW ALL ASPECTS OF EROSION CONTROL PLAN AS CONSTRUCTION IS COMPLETED. 2. WETLAND IS TO BE UTILIZED AS A SEDIMENT BASIN DURING CONSTRUCTION ACTIVITIES. CLEAR AND GRUB ONLY ENOUGH AREA TO CONSTRUCT SEDIMENT BASIN. e' ' d' d• . .d ,d'
3. IMMEDIA1El.Y INSTALL SILT FENCE INSIDE PERIMETER OF OMIT OF CONSTRUCTION. d• ° ~ 'a
' 4. EXCAVATI: KEY TRENCH PERPERMANENT BERM CROSS SECTIDN A DETAIL, SHEET SW-6A. A KFl KEY TRENCH AND RAISE BERM PER BERM SOIL AND COMPACTION SPECIFCATIONS ITEMS ~i AND PERFORM SOILS COMPACTION TESTS PER ITEM ~2. S. B C LL q• •.r
WETLAND OUTLET STRUCTURE NOTES: 6, EXCAVA1i~ TRENCH FOR 15" 0-RING RCP AND INSTALL PER PLAN AND OUTLET STRUCTURE MATERIAL SPECIFlCATIONS. 7. INSTALL ~TJTI-SEEP COLLAR PER DETAILS. 15" BARREL PIPE ~
Is' 0-RING RCP AND TIE DIRECTLY INTO JB-33 KITH A WATERi1GHT SEAL 6. BACKFlLL AROUND 15' 0-RING RCP PER BERM SOIL AND COMPACTION SPECIFICATIONS ITEM ~1 PERFORM TESTS PER ITEM ~2 OF BERM SOIL AND COMPACTION SPECIFCATIONS. i. OUTLET STRUCTURE BARREL PIPE TO BE
2. THE OUTLET RISER SHALL BE 4'X4' SQUARE CONCRETE WEIR 80x. 9. EXCAVATE AREA FOR ANTI-FLOTATION BLOCK. 3. RISER STRUCTURE TO BE DESIGNED BY OTHERS. 10. ADD RISER STRUCTURE AND SECURE TO AN1T-FLOTATION BLOCK. CONCRETE ANTI-SEEP COLLAR 0
4. RISER ANTI-FLOATATION BLOCK TO BE FRONDED WITH MINIMUM TEMPERATURE AND SHRINKAGE STEEL ANO BE SECURELY 11. INSTALL 6" PLUG VALVE AND 6" DIAMETER DIP OR TEMPORARY EROSION CONTROL PIPE. FASTENED TO RISER STRUCTURE. 12. IF WETLAND IS TO BE UTILIZED AS SEDIMENT BASIN, GRADE INTERIOR OF WETLAND TO SEDIMENT BASIN GRADING SPECIFCATIONS. (NT5)
13. INSTALL TEMPORARY EROSION CONTROL RISER AND SKIMMER. 14. MAINTAIN SEDIMENT LEVELS B0.0W MAXIMUM LEVEL THROUGHOUT LIFE OF SEDIMENT BASIN,
15. REMOVE TEMPORARY SEDIMENT BASIN OUTLET STRUCTURE AND INSTALL 6° DIAMETER DIP. 6" PLUG VALVE IS TO REMAIN OPEN UNTIL CONSTRUCTION OF WETLAND IS COMPLETE.
OUTLET STRUCTURE MATERIAL SPECIFICATIONS: 16, AFTER STABILIZATION OF SITE, AND APPROVAL OF EROSION CONTROL OFFICER, GRADE WETLAND TO WETLAND DESIGN GRADES. BELOW NORMAL POOL, INTERIOR OF WETLAND SHOULD BE GRADEC TO A MINIMUM OF 1' BELOW DESIGN GRADES AND BACKFlLLED WITH TOPSOIL TO DESIGN GRADES. GRADES AND SPOT ELEVATIONS IN INTERIOR OF WETLAND WILL BE PRECISE
1. POND DRAVAOWN IS VIA AN 6' PLUG VALVE. THE VALVE SHALL BE A MdtH STY1E 820 X-CENTRIC VALVE OR APPROVED pER PLAN, OR GRADING WILL BE REJECTED AND REGRADED AT CONTRACTOR'S EXPENSE UNTIL SUCH TIME AS INTERIOR GRADES ARE ACCEPTABLE. EQUAL THIS VALVE IS IN ACCORDANCE WITH AWWA C-504 SEC. 5.5, AND SHALL BE OPERABLE FROM TOP OF OUTLET 17 PLANT ALL WETLAND PLANTS PER WETLAND LANDSCAPING PLAN, SHEET SW-6B. a 0
STRUCTURE NA A HANDWMEEL (SEE DETAIL). 18. INSTAU_ TRASH RACK AND HANDWHEEL PER DETAIL SHEET, SW-6A. za EEAMDNG WILL (oESa+ED er oTNET;s)
2. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED. 19. UPON COMPLETION OF ALL ASPECTS OF WETLAND CONSTRUCTION AND COMPLETE STABILIZATION OF SITE, CLOSE 6° PLUG VALVE. iD' (ATTN.)
/ TOP OF BfAM EL 41&00
D COMPACTION SPECIFICATIONS: , BERM SOIL AN STORMWATER WETLAND GRADING NOTES. 3 / 833 / 4-SIDED WdR CONCRETE LASER STRUCTURE J P~ r U \ 4'X4' INSIDE ODIFNSION `aG ~A
~ 1. ALL FlLL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST 98X ig STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISNRE CONTENT. NO BLASTED MATERIALS SHALL BE USED IN THE STORMWAITB? WETLAND 17EPIGTTD ON THIS PLAN SHAT 15 GRADED PER NG DIVISION OF WATER QUALITY GRADING LEGEND \ p0 P~
THE EMBANKMENT CONSTRUCTION. SOILS SHALL NOT EXHIBIT SIGNIFlCANT SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS. STORMWAT82 BEST MANAr3EMENT PRACTICES, APRIL 19gq. F'FR 1NI5 MANUAL, REQUIREMEN75 FOR GRADING AREAS BELOW Q A CEOTECHNICAL ENGINEER SHALL APPROVE THE SOILS TO BE USED IN THE EMBANKMENT CONSTRUCTION, TAKING INTO Np~gL q!2E, / IYEJR FL 414.70 ~ eelM
o ACCOUNT ANY AND ALL FUTURE USES OF THE EMBANKMENT SECTION. ~ z5. a RAINAGE /
A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE FEET PER AREA ~ NORMAL POOL TO BE DESIGNED A5 A MARSH WIT1i DEPTHS RANGING FROM 0-18 INCHES. DISTRIBUTION IS AS STORM DRAINAGE ~j 2. IN ALL FILL AREAS OF 111E BERM, FOLLOWS VERTICAL FOOT OF Flli. flLL SHALL BE PLACED IN UFFS NOT TO EXCEED 6 INCHES LOOSE THICKNESS, STORM SERVICE LINE ERVICE UNE
BELOW EXISTING (0-18° DE1=FH5)s lOSK OF SURFACE AREA OR NORMAL POOL 0 3. A KEY TRENCH IS TO BE FRONDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF THREE FEET (O.q pEpT}I5) 35~ / MfR-SEA' COLLARTO BE / NORYAL POOL EL 413.OD Q CENTERED ALONG 15' 0-RING
p GRADE. SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENT OF ~ ABOVE, (q"-18' DEPTH) a 35AS -TP -1P _TP- TREE PROlEC110N N nECnaN \ - RCP FWtRa PIPE (1.5' OPoEICE INVERT) -
M 4. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION, ADDITIONALLY, TTiE WETLAND 15 TO BE PLANTT7J UPON GOMF'LETION U51N6 SPECIES SUITABLE FOR INUNDATION AS LISTED IN WOODED AREA N AREA / J NATERIIGHf SEAL TO BE PROAOED AT RISER/BNiftEL ROEAFACE
m 5. MAXIMUM FlLL LIFT THICKNESS FOR 80TH THE EMBANKMENT SECTION AND KEY TRENCH m 8'. 1NE NG DIVISION OF WATER QUALITY "STORMWA1T32 BEST MANAGEMENT PRACTICE MANIAC", 3 250 10' CONTOUR OUR \ / / /
b a TEMPORARY SEEDING SCHEDULE 252 - TO JB 3< UR \ \ \ 26 IF IS' 0-RING RCP 0 5.62X
SEEDBED PREPARATION 2' CONTOUR 3 PERMANENT SEEDING SCHEDULE ~~4 EXISTING 10' CONTOUR ' R ~ / 10 CONTOU / / /
d ~rmw 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ? o gE EB~f'd11~LB~ EXISTING 2' CONTOUR 1 DM RIm407.S4 \ \ \ 1 2' CONTOUR \ \ \ \ 1
vQi ,TALI t - YAY t RPE (GRAIN) 12D LBS/AC DEEP OVER ADVERSE SOIL CONDmONS, IF AVAILABLE. -°a we 2s - ocr. (eESTT TAU. FRCUE ~ KOBE IESPECfIA 50 LBS/AC 2,) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. - - - - - EASEMENT LINE \ \ \ \ \ 84tOtEL INK T ~ \ / i ~ r / 109.D T LINE ~ ~ ~ 3 FT. MIN.
~ PTEa -APR Ts (POSSreLE) / / PROTECT NO. -QrjOOO ~ ~ ~ ~ AGL .ND SECTION r ~ \
g MAY t - AUO 15 cFRYAN WU.LT 10 Las/AC 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS FLARED END SECTION °1 / sD RTE CRNN t2D LDS/AC LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. .3 ~p'Y uME ~ saL TES>5 ~T~1o FEROLQERACHE AUC vs -DEC ( ~ 4.) UN FORMLY AND M~I%LWfTH'SOIL~SEERBE pp~ UPERPHOSPHAIE ~ CATCH BASIN • / / ~ PILENAME• - AGL05000 SW6A
m GROUND AGRICULIURIL LIMESTONE AND 1000 l8/ACAE 10 0- ( ) ASIN pyq~ ~ BEI.Or NORINL POOL 9.OCK 6'71E'fCt4' NEY 7Rflipt DESIGNED nY: J(`,
p` I~ILdIQ>DIIElflTi c lAlDtl FOLLOW RECOYMENDATIONS OF SOIL iF>I$ OR APPLY 2,000 U3/AC GROUND 5.) CDNEINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM , DROP INLET ET aAwm w:+26 3' FT. MIN. BERM COAIPACItON SPECTFlCATIONS) DRATTN 13Y: FW
0 APPLY 1000 LB/AC SRtAW. ANCHOR STRAW tiY TACKRTO Ni1H ASPHALT, NETTMC, u»innnmc iwc~rtwF AND >SR Ta~AC to-to-tD PT:RnuZat (FROY we REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
•L) OR A MULCH ANCHORING TOOL A DISK WITH SWES SET NEARLY SILLeunr CAN 2 BE USED AS A MULCH ANCHORING TOOL IS DEC 30, INCREASE 10-10-I6 FERTILIZER TO 1000 LB/IC). PTOR SCAMS. NTS
a ltldml 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER O STORMCEPTOR
0 THE APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, INSPECT AND REPAIR MULCH TFREQUENTLY. REFEZE IN NTER ESTS OR APPLY 150llLB/ C LATE 11 -10 OF W OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN FOLLOWING YEAR; USE SOIL TESTS DR APPLY is0 lB/ARE 10-f0-1D. MOW BE USED AS A MULCH ANCHORING TOOL DRAINAGE FLOW ARROW E FLOW ARROW DATE: 04-15-05
E REGULARLY Y M A HOGHr OF 2-A INCHES. 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR o ULMM gANTS yyy RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
BETWEEN MAY I AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE JAN 1 - AUG 15: REFERNRE IF GROWTH IS NOT FULLY ADEQUATE STAND SHOULD BE OVER 60% DAMAGED, REESTABUSH FOLLOWING 100-YR. BUFFER ORIGINAL LIME, FERTILIZER AND SEEDING RATES. W//Zffzm BUFFER S9EEf N0. W-6A
EROSION ROSION OR OTHER MULCH DAMAGE. IMMEDIATELY C) GERMAN MILLET. BEFORE MAY 1. OR AFTER AUG. 15, ADD AO LB/ACRE RYE (GRAM). RESEED, FaLLOwNC REFERTILIZE, AND SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. FL000 PLAIN PERMANENT BERM CROSS SECTION
PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF THE AUG 15 - DEC 30: REPAIR AND REFEARUZE DAMAGED AREAS IMMEDIATELY. 100-YR. FLOOD PLAIN WETLAND, AND INTERIOR SLOPES OF THE WETLAND TO NORMAL POOL TOP DRESS WITH 50 LB/AC OF NITROGEN (N MARCH. 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT B no= IF IT NECESSARY M (D LATE FEBRUARY OR EARLY MARCH. 30' STREAM BUFFER
g ELEVATION, JUNE I15. aVFRSELD WITH 50 EXTENDLB/AC OBE LESPm~E7A IN D AND FERTIUZATION AFTER PERMANENT COVER IS ESTABLISHED. AWADAMS :AM BUFFER DRAWING -NOT RELEASED FOR CONSTRUCTION
3 yQg; USE THE TEMPORARY SEEDING, SCHEDULE ONLY WHEN DALE IS NOT MEM
CORRECT TO USE THE PERMANENT SEEDING SCHEDULE See seasonal application schedule u N 0
a
X

u
NDTES:
I. ALL AEBAR TO BE t REB'AR, AR AND A~GLE5 TO 8E NOT DIP GALVANIiED OR 9E PRONDEO WI1H AN EPOKY 2. ALL REH
CDAIING.
I 3. 1HE HDT-DIPPED, QALVANI2ED 2'%2'x1/4" ANGLES S1ALL BE WFIDED 0 ~E BAR 1RASN RACK. ONCL WELDED, THE ENTIRE ASSEMBLI ~IALLOFBA ~ OED
NOTES HANW06E RISER WI1FI ANGLES SIITINO DIRECTLY ON OP
r..ANo-~tarAYx»T alSE ro ~ SpX11E1.Y AITUSL~D ro,ASEA snrlwTUAE AFO 6E FAOTGED N011 w~+uw TEUaETatuiE MRJ umr A1TU3?ED Io,R~En nor+uw 1EUaE7atu~E AN0
sNA~xAOE srm. a A6ER smumu+F ro ~ DE5dim tr on+t~ D Or omE>:s to lF ~
i vuvE stEw aatlts TD ~ Paanom ~ carAlFrclTi~x's ffiD PEA uyAlF7G1a1aEA'S e ' ; •d. ~ , 2'x2"111/4 • ANGLE
~ U] N
_ ocHal~E RsER Alm-naTalrtiN eLa:K PLDgc ID eE Paaaom aNRxaE s1m Rib ~zmr tY O ' O O
X120 , 0 RETAINING WALL U 'dl w z i
I d ~ 1, 0 DESIGNED ,q~ r , d ~ .a~
Ir ~ BY OTHERS ~ ~ Fr,.. ~ ~ tl ~ 7.0 5.D 3.0' 4 . ~ r~i i..
. - ELEVATION VARIES -..._,_.~+~w.+.,..~'~t.....:SL..."7""'~ ~,.I~ 4d,,, •y~... "~7Tw ...+r'r..-rw „Y,;..,,•:::~ ~-•~r"w`S::T..•,,,~...,~ 9~.~~ ~...r.,..`'-^--a---.~..,,~~` ~ "O 1,0 ~ ~ ~ i \ C1 a
~ . ~ 413 0 70 418 ~ , O
RAND111EEL EL 41700 W ~ N NAN7iM1>EE]. EL 417AA1 1"', z
41225 ,;r ~ ,~`+r r~
SEE DEYAL In o ~ ( ~ 0 0
412,75 \ X c h i a ao~
"T TN ~ ~ 12;0"' , ~ ~ • ~ R E I~ENT/a 1 , I 7 x , x 41L2~\ x 411, O ~ H~
X 411.25 ~ I 411, • x 12, xr41T:'25 , a. wa+ ?tAR WEIR IN4FH1 , W E7.414.T0 d ,.d TYP. 70, W .O Mi
SLOPE INSIDE D ~ / X,4.12,0' . X ~ ~ a 4u~TD TO BE i~AINTAI 02,5:1 1 , ~ _
' f x - , ~ a / J x ,0 41 4 ~ ~ -~w-~--- b' ~ a• 2'>i2'xt/4' FABRICATED HINGES FOR 1HE (y ~ ~ a 4714 SObNaE r ANq;E THE BOl6 WNETYPE DENOTES ~ ~
~ 412, ~ r~ _ 4'xi' 501101E a ~ THE ACCESS HATCH TO BE ACCESS HATCH Z W ~ ~ ( ~ PROVIDED DY THE TRASH RACK 0.5'
SLOPE ISIDE WE1LlWD ~ f ~._.,,,,wy TO 8E AINTAINED 025:1 ' X 11 r, ~ ~ ad ' e FABRICATOR (SEE ITELI 7 (IYP. ~ \ • • d 'OU1lET STRUCIIJAE LIATERIAL
~ / • • a SPEdFlCAl10NS~ 'tr1N11111 41A7f
11,P5 pp nn q ' 1 ' \ ~ \ , ~ 1 \ ~ 1.5 ~ \ ~ / ~
f f I r- ' Q ~ 6' d . / / / / ~ / / 14
411.50 ~ Zi s (j ~ ~ r' 11~,-~.,~..-,....",. ~ .i 411,2 l / a 2x2x/ • • ~ ~ \ / 0.5 \ \
41:0 ~i ~ . _ 1 ~ a r ~ ~ ~ \ 1 ~ / / la• o-+alc lace ~ / a / ~ d ~ ~ / / / / / / \ \ d
12. / 41225 / r r. ~ f " \ ~ 7 . • \ ' 29g . / \ . / \ ~ \ \ ~ ~ / , \ ~ / / •
~ 25 • AlNTNNED 0 OPE ~ ~ 1 i SLOP INSIDE WETLkND / .J / / o / a. i \ ~ , \ / 9 .G v.
x r. ~ , , ~ / TO 0E ' AINTAJNED, 025,1 ~ ~ ~ • , 4 ,7, ~ ~ / / / / I • /
/ ~ , 127 / / 1~, / ~ / / / ~ ~ / / 41 ,o . / / / / / / / / / / / / \ ~ / / \ \ /
1~ ~ ~ ~ti r \ i \ / / / I ACK ABOVE ~ ~ ` Y REBAR TRASH R \ \ / \ ~ ~ / ~ / WALL / ANHOLE / c TD H / ANCNOR 1RASW RA K
/i X ~ ( , 4 2~ / /r /i. / ~ ALLY SPACED HOT DIP / FOOR EW • \`I~\ " . WITH " FRONT VIEW" GALVANfgD Sia1, CW11PS EAOH CLAMP
~ "5 ~ ! x , ' ERki BE kilNll~411~~-------.._ 51DE VIEW ATTACHED TO MANHOUE RISER BY
J~ ' 12' S r' td WIDE T A110YJ 41'&00 P ~ 2-4'x1/4' CQNCRETE ANCHOR 80615 EACH gJlklP iD BE COAIED W/ AN EPOXY
14 I r ; I Q 'I ~ .13 0 COATOTG.
' ~ T STRUCTURE DETAIL 'td3_R~IH1~1~".I' POND OUTLE
~ POND OUTLET S 41150 ~ i I . TLET STRUCTURE DETAIL N.TS. DU.. NI9
r' ~ z'
,T ~ , 1 ~ I 411"5D ~ ~ % 4' 6 6 ED WBiE FABRIC EACH 510F1 k TOP)
i - f ( ~ ~ ~ ~ I
J 4 ~ j, 1 AEH+A P~IxETFA FRAxE N7~X (/1
2 1 , 6'A DIP GRAIN PIPE IF) Z .0
• I ~ I SLOPE INSIDE D (I , N ' ~
AINTAIN 02.5:1 • ( hl 2' i ~ - 41L5D ; ~j To eF ~i I : k 5
I - B' W
, ,r~ D ;'e GR'/J)E 8 STAMLESS STEEL CDWCRETE I:AG SCREW
~ i ~ - l9 rNICxNESS Yo CONFOAY ~ DOD P9 CONCREYE
i R - -~,13 ' WETPANO GIU0E5 (xiN. D~
Vo 12 X 3 X ~ CALVANQED S1EEE1.. Ip .4
l / T 4. ( ; ~ r ,,.ww ~ 3" STRAP (4 pER HANHOLE JdNI) 1..~ O .~1
~''a„ ~ m~""m" 7) , ' r~ 1\Vl'L' i Ai'Jiit1L\Y 4 IF 6• DIP I' ~ ~ ~ W
g, q p J am. aRA17~Il1]C~ I~ 6" E4 ~ CONCRETE AN11-FLOTATION BIOCN B' (SEE CROSS-SECRON) r~~
q ~ a ' , ~ ~ y Q ~ csELOwxoR~L V 1 ~ r~
~ l•~ 1;.4 W pQ()la ARE Ndf I 3 W . ?•1 y EACH RISER JOIHT 70 EIE HARE WATER TKiTT ~I .E O
~ ~,,,,r,,,.,,....." ~ H KITH ANON-9iRINK CFAIQITmOUS CRCUT oN W THE iN9DE AND DU151DE fsT
I COM11017ItIdIIQRS" 1"'I Gl'i U 6'
~ wra"-"us~'ar"rw,r„"`^-"w.w+ VW~~i~Y~iAI c I - BELOW NO . ~ ~ , . O
EH ~I~~~ ~®68~0~ ®~T~Ofl. ~r~ ~ a
I FOOL ARE.LiA1BE~Lb ~ m AH1[1'EL~lATi0N5. NOIL'd6 REBW BE CLA55 !D AND N.T.S. Vl 0 0N iB OUR e~ o CORCRETE~E~N ~}1 z
I ~ , SWW. BE 4~ % 4~•B B AND SNIll BE ~4
PEAIDIE~TEDA OF O845E &rSE ryHM
- u Fw ~ U
AIN TRASH GUARD DETAIL NTS m 6 DR ~ ~ x
w
c.
1. Cq:LAR SHALL BE FASRNED 1016' O-RING RCP N11H WATfATKIHi JOINT.
WE"~ LAND 1 GRAPHIC SCALE 25' 111N PROJEC110N
4D GRADING PLAN i 20 0 TD 2D ~^6` MIN, it
ALE 1" = 20' SC
• d; .
1 inch = 20 ft, eq u
I z .
v~ y115•a 16'/ • aRINc
i i0-RING R~ . RCP e..
WETLAND CONSTRUCTION SEQUENCE a. d,
I. REFER TO EROSION CONTROL CONSTRUCTION SEQUENCE ANO FOLLOW ALL ASPECTS OF EROSION CONTROL PLAN AS CONSTRUCnON IS COMPLETED. ' r e. •~'r. d.. ~i , e
2. WETLAND IS TO BE UTILIZED AS A SEDIMENT BASIN DURING CONSTRUC110N ACTINTIES, CLEAR AND GRUB ONLY ENOUGH AREA TO CONSTRUCT SEDIMENT BASIN, I 3, IMMEDIATELY INSTALL SILT FENCE INSIDE PERIMETER OF LIMIT OF CONSTRUCTIE NSW-6A. . e • a' ~i
4, EXCAVATE KEY TRENCH PERPERMANENT BERM CRASS SECTION A DETAL, SHE T e 4 rl.
5. BACKFlLL KEY TRENCH AND RAISE BERM PER BERM SOIL AND COMPACTION SPECIFCATIONS ITEMS ~I AND PERFORM SOILS COMPACTION TESTS PER ITEM ~2, NOTES: 6. EXCAVATE TRENCH FOR 15 0-RING RCP AND INSTALL PER PLAN AND OUTLET STRUCTURE MATERIAL SPECIFICATIONS,
WETLAND OUTLET STRUCTURE 7, INSTALL ANTI-SEEP COLLAR PER DETAILS, 15 BARREL PIPE
Y TO JB-33 WITH A WA1ER11CHT SEAL 8. BACKFlLL AROUND 15' 0-RING RCP PER BERM SOIL AND COMPACTION SPECIFICATIONS ITEM lyl PERFORM TESTS PER ITEM d2 OF BERM SOIL AND COMPACTION SPECIFICATIONS, i. OUTLET STRUCTURE BARREL PIPE TO BE 15' 0 RING RCP AND TIE DIRECTL IN 2. THE OUTLET RISER SHALL BE 4'x4' SQUARE CONCRETE WEIR 80x. 9, EXCAVATE AREA FOR ANTI-F(.OTATION BLOCK. - A110N BLOCK. •ETE AN1I-SEEP COLLAR 0 • CONCR
3. RISER STRUCTURE TO 8E DESIGNED 8Y OTHERS. 10. ADD RISER STRUCTURE AND SECURE TO ANTI FLOT RARY EROSION CONTROL PIPE. 4: RISER ANTI-FLOATATION BLOCK TO BE PR0410ED W11H MINIMUM IEMPEAAIUAE AND SHRINKAGE STEEL AND BE SECURELY (1. INSTALL 6" PLUG VALVE AND fi DIAMETER OIP OR TEMPO (NTS}
FASTENED TO RISER STRUCNRE. 12, IF Wl'TLAND IS TO BE UTILIZED AS SEDIMENT BASIN, GRADE INTERIOR OF WETLAND TO SEDIMENT BASIN GRADING SPECIFICATIONS, 13, INSTALL TEMPORARY EROSION CONTROL RISER AND 5KIMMER,
' 14. MAINTAIN SEDIMENT LEVELS BELOW MAXIMUM LEVEL THROUGHOUT LIFE OF SEDIMENT BASIN.
15. REMOVE TEMPORARY SEDIMENT BASIN OUTLET STRUCTURE AND INSTALL 6' DIAMETER DIP. 6" PLUG VALVE IS TO REMAIN OPEN UNill CONSTRUCTION OF WETLAND IS COMPLETE, I OUTLET STRUCTURE MATERIAL SPECIFICATIONS: 16. AFTER STABILIZATION OF SITE, AND APPROVAL OF EROSION CONTROL OFFICER, GRADE WETLAND TO WETLAND DESIGN GRADES. BELOW NORMAL POOL, INTERIOR OF WETLAND SWOULD r
I BE GRADED TO A MINIMUM OF.1 BELOW DESIGN GRADES AND BACKFlLIED WiTH TOPSOIL TO DESIGN GRADES. GRADES ANO SPOT EIEVAl14NS IN INTERIOR OF WETLAND WILL BE PRECISE
1. POND DRAYAOWN IS VIA AN 6' PLUG VALVE. THE VALVE SHALL BE A Mrt}T STYLE 620 x-CENTRIC VALVE OA APPROVED pER PLAN, OR GRADING WILL BE REJECTED AND REGRADED AT CONTRACTOR'S EXPENSE UNTIL SUCH TiME AS INTERIOR GRADES ARE ACCEPTABLE. EQUAL THIS VALVE IS W ACCORDANCE WITH AWWA C-504 SEC, 5,5, AND SHALL BE OPERABLE FROM TOP OF OUTLET i7. PLANT ALL WETLAND PLANTS PER WETLAND LANDSCAPING PLAN, SHEET SW-68. FINNING 111J1. ~ •
STRUCTURE VIA A HANDWNE1cL (SEE DETAIL). T8. INSTALL TRASH RACK AND HANDWHEEL PER DETAIL SHEET, SW-6A. 'BE MINIMUM JO00 PSI (28 DAY) UNLESS OTHERWISE NOTED. 19. UPON COMPLETION OF ALL ASPECTS OF WETLAND CONSTRUC110N AND COMPLETE STABILIZATION 4F SITE, CLOSE 6" PLUG VALVE. . (DESi(xaED aP ORIPRS) : ' 1O' (AIIN,)
2. ALL POURED GONGRETE SHALL
- SOIL AND COMPACTION 5PECIFICATIONS: GERM STORMWATER WETLAND GRADING NOTES:.. / lOP DF fit'Afl FL 418;00 / Ji B 3b / M~SIOED WEIR CAWOAEIE (N5EA 51R(1CNRE ~d ~
\ 'xi' MSIOE DIIlE11510A G P ~ 4 d J GR~
I. ALL FlLL SOILS FOR BERM SEC710N SHALL BE CLEAN, IMPERMEABLE MAIEAlA1 AND COMPACTED TO AT LEAST 98L RY DENSITY AT OPTIMUM MOISNAE CONTENT, NO BLASTED MATERIALS SHALL BE USED IN THE STORMWATER WETLAND DET'IGTED ON THIS PLAN SHEET 15 GRADED PER NG DIVISION OF WATER QUALITY GRADING LEGE)N'D ~ STANDARD PROCTOR MAXIMUM D , D / Q~ \ WEIR INLET EL 414.70 BS'I`'" ~
• C NSTRUC110N, SOILS SHALL NOT ExHi81T SIGNIFlCANT SHRINK/SWELL OR DISPERSIVE CHAAACTERISRCS, 5TORMWATER BEST MANAGEMENT FTIAGTIGEiS, APRIL Iggq. PER THIS MANUAL, REQUIREMENTS FOR GRADING AREAS BELO ~W~,r_ • • - ~ THE EMBANKMENT 0 .NORMAL AREA p, A GEOTECHNICAL ENGINEER SHALL APPROVE THE SOIL5 iO~B ~UL~SE~ N THE EMBANKMENT CONSTRUCTION, TAKING INTO \ .S M1y' ~'Ik111 ~ '
I ~ ACCOUNT ANY AND ALL FUTURE USES OF THE EMBANKM c DUCTED EaCH 2500 SQUARE FEET PER AREA OF NORMAL POOL TO BE DESIGNED A5 A MAR5H WITH DEPTHS RANGING FROM 0-18 INGHES, D15TRIEiUTION 15 A5 STORM DRAINAGE TORM DRAINAGE /
I ~ 2. IN ALL FlLL AREAS OF THE BERM, A SOILS COMPAC110N TEST SHALL BE ON VERTICAL FOOT OF FllL FlLL SHALL BE PLACED IN UF15 NOT TO EXCEED B INCHES LOOSE THICKNESS FOLLOWS ~ (0-18" DEPTW5) - TORS OF SURFAGB AREA OR NORMAL POOL STORM SERNCE LINE TORM SERNCE LINE / / ANR-sFrp coI,LAR1o eE
0 3. A KEY TRENCH IS TO BE PROTADED IN ALL FILL AREAS. TRENCH REQUIRE ENT OFIMU A6~VETMREE FEET BELOW EXISTING (0.9" DEPTHS) = 35f6 / N018UJ. POOL. EI. 413,00 Q CENTERED ALONG 15' 0-AMC TION \ BAItAEl. PfPE REE PROTEC ~ _ RCP
n°r GRADE. SOILS ANO COMPACTION FOA KEY TRENCH SHALL MEET ALL N f9"-18" DEF'fH) = g5~ -TP-IP-TP-' TREE PROTECTION \ (1.8' oAR1CE INVERT) / / / f00DED AREA / WAIERAGWT SEAT. TD 9E PAOVIOED / /
4. NO TREES OF ANY TYPE MAY 8E LDCAiEO ON THE BEAM SEC110N~ ADDITIONALLY, THE WETLAND 15 TO EiE PLANTED UPON GOMPLE710N U51NG SPECIES SUITABLE FOR INUNDATION A5 LISTED IN W'ODDED AREA a' / \ AT RISER/BARitFl INtEAFACE , /
M FlLL UFT THICKNESS FOR BOTH THE EMBANKMENT SECRON ANO HEY TRENCH = 8'. THE NG DIVISION OF WATER QUALITY "STORMWAIER EiEST MANAGEMENT PRACTICE MANUAL". 250 5. MATfIMU 1D' CONTOUR / / R / / D CONTOU / o Ja 3; T
MPORARY SEEDING SCHEDULE 252 Q TE EEDBED PREPARATION 2 caNTOUR ~D - . / ~ \ \ IS 0-RING RCP 0 5.81x ONTOUR ~ ~ \ 261F .C ,
~ EEDING SCHEDULE 250 ~ PERMANENT S E%ISTINC To' coNTO( / / / / / / / UR / TSISIING 10 CONTO / / / / / INV. IN~107,54 / / / / / /
1,) CHISEL COMPACTED AREAS ANO SPREAD TOPSOIL 3 INCHES I~ °o SE~Q.IGmiBE ~ DEEP OVER ADVERSE SOIL CONOmONS IF AVALABLE. E%IS11NG 2' CONTOUI , , \ \ 1 \ 1 NTOUR CO %IS11NG 2 BARRfl.1NY. 1 • 1 \ r
i ' ~ JAR 1 - wAY 1 RfE (GRIJN) 12D l8S/AC ' I ~ , AuG 25 - Dcr. (BESQ tALI i1:3CUE 2oD KaeE IFSPDOEtA so Les/AC 2.) RIP THE EMIRE AREA TO 6 INCHES OEPiH, - - - EASEMENT LINE / / ~ ~ / / I 400,0 N 3 FT, MIN. 'ASEMENT LINE ~ / / / \ / OJBCT N0. / ~ PR GL 05000 / / R /
t7 _ App 15 (POSSIBLE) iuY 1 - AUC 1s GERM41 uluET +o Lespt 3,) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTAUC110NS 3 ~ VIN SURFACE REASONABLY SMOOTH AND UNIFORM. ~ FLARED END SECTI01 N / \ \ ABED END SECT10 L ~ \ ~ I. / / 5000-5W6A / AGLO
a LEA C rn 541,,d1E~1E~55 t2o tes/ac ~ ~ AUO 1O - DEC SO RTE (CANH) ,
APPLY UNE AND FER11L¢ER ACCOADWO i0 SOIL TES15, OR APPLY iODO lB//ACRE 4') UNIFORMLY AND MINX 1NRH'SOIL~(SEE BELOW~)UPERPH05PHAlE ~ CATCH BASIN GROUND Af,AICULTURW. UUESTONE AND tODO tB/ACRE 10-ID-10 FFAiiUZFTt. ;ATCH BASIN ~ DgSIGNgp 1Ti'; ~C l N0~ POOL BfOgt !'t8'x24'~~
- , nn.rn.i~ it •u , "nr i i.,n, • we„ _n, a veonrn nou W nnnn '1\,i rT .nnn ~nn ct FSEVATib YARlE5 S' FT LIM. (SEE,IJAw, SOIL AND . :mm~a mr. rwr i
APPLY AGRICULTURE LIMESTONE AND 750 LB/AC I0-10-10 FERfNl1 FROM AUG REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ln4r m~u
0 MLLCK 4gpp lB//~ STRAW. ANCHOR STRAW BY TACHWO WIM ASDHLLT, NETTING, FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB AC GROUND o A wnunuc , u nvc vn ,c ncu r~ucn,ccu~ i n m m unur mcc. OR A MULCH ANCHORING TOOL A DISK WITH Y TACK SET TH NEARLY 15 - DEC 30, INCREASE 10-ID-10 nmTiuZER Io 1000 LB/AC), BE USED As A MULCH ANCHORING 1004 iTpRMCEPIOR 'SCALE' NTS
1116101 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER O STORMCEPTOR ! ,n APPLY 1000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT NETTING. 1
B INSPECT AND REPAIR MULCH FREQUENTLY. REFERRUg IN LATE WINTER OF THE OR A MULCH ANCHORING TOOL A DISK WBN BLACLS SET NDALY FihGHT ` 7,) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, U FOLLOWING WAR; USE SOIL TESTS OR APPLY 150 E8/ACRE 10-10-10, MOW HEIGHT OF 2-4 INCHES. 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR REGULARLY TO A )RAINAGE FLOW ARROW DATE: 04_15'-05
N BE USED AS A MULCH ANCHORING 100E -ti- DRAINAGE FLOW ARI NIXES P1 ~ yy RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE, IF 100-YR. BUFFER SHEEP NO ~BA
N JAN 1 - AUG 15: REFEARUZE IF GROWTH IS NOT FULLY ADEQUATE STAND SHOULD BE OVER 607.' DAMAGED, REESTABLISH FOLLOWING 100-YR. BUFFER ERTwEI?! MAY I AND AUG. 15, A00 15 <0/ACRE SUOWIGRlSS OR 10 18/ACRE ORIGINAL LIME, FERTILIZER AND SEEDING RATES, GERMAN MILLET. BEFORE MAY 1, OR AF1EA AUG. 15, ADD 40 LB/ACRE RYE (CRAW), pESEEp pEROSION ppp UNER DAMAGE. Uffp MULCH IMMEDIATELY p OR
o SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. L 100-YR, FLOOD PLA IMMFDNIELY. EM, 100-YR. FLOOD PLAIN PERMANENT BERM CROSS SECTION - s
T(QM PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF THE AUG IS - DEC 30: REPAIR AND REFERnU1E DAMAGED AREAS TOP DRESS WITH 50 LB/AC OF NITROGENIN MARCH. 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT 0 VETLAND, AND INTERIOR SLOPES OF THE WETLAND TO NORMAL POOL IF B IS NECESSARY TO E)MO TEMPCRARY COVER BEYOND AND FERTILIZATION AFTER PERMANENT COVER 15 ESTABLISHED,
g REVATION. JUNE 15, OVERSEED WR, 50 LB/AC KOBE LESPEDEZA IN J LATE FEBRUITR' OR EARLY MARCH 30' STREAM BUFFEF o' STREAM BUFFER IS-McAD!! D FOR CONSTRJ a PRELIMINARY : ;r~~VING NOT RELEASE
(O USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE 15 NOT a See seasonal application schedule 3 CORRECT TO USE THE PERMANENT T SEEDING SCHEDULE.
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34 VA VALISNARIA AMERICANA WILD CELERY RH¢OME (sT ~ :N
! I ~ ~
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65 PAV PANICUM VERGAn:M SWRCNGRASS D0~ 4' POi t,~ ~i m
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"I SEEDING MDRURE ~j+UCATION_RAIE ~
RETAINING W ~L-L--- SIGNED BY OTHERS - ! ~ X11, , u . -H'ERS '
r ~ JAN 1 -MAY 1 RYE (GRAIN) 120 LBS/AC , ' KOBE LESPEDEZA 50 LBS/AC 2997
2 ~ 1 r,,,. ~W p
MAY I -AUC 16 GERMAN MILLET 40 LBS/AC V •'.F Q"~• V
~ 13 / \ttiti.~ -..r 's-- ~ AUC 15 -DEC 30 RYE GRAIN) 120 LBS/AC i~~~ ~ (
1 r
~~w;~~ FOLLOW RECOMMENOATKINS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND
r > ~ ^ ~~Y/,~, AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER (FROM AUG / ~ . y,~~ Imo, 15 -DEC 30, INCREASE 1D-10-10 FEROUZER i0 1000 LB/AC),
1 hl_ ~l.
+ MIEN APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WRN ASPHALT, NETTING, OR A MULCH ANCHORING TOOL, A DISK WRH BLADES SET NEARLY SfANGHT CAN
/ BE USED AS A IAULCH ANCHORING TOOL
i JAN 1 -AUC 15: REFERTIIIZE IF GROWTH IS NOT FULLY ADEQUATE,
- RESEED, REFERTIUZE, AND MULCH IMMEOIA7T].Y FOLLOWING EROSION OR OTHER DAMAGE.
f _ \
~r~~ - - ff~ 1' 5-OC30; ~ ` AUG 1 E
I % ~ ~ ~ ~ X120 ' 0 I ~ ~ 7ti.~ 2 o O TOP DRESS WRH 50 LB/AC OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVEASEED WTR1 50 LB/AC K08E CESPEDEZA IN ,
~ ~ ,s 1~~~ ~ UTE FEBRUARY OR EARLY MARCH. / 'Y
• ~ yQ~; USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT z
I X11 I , 0; ~ c ~ ~ ~~~'~`i _ ' ~ CORRECT TO IJSE THE PERMANENT SEEDING SCHEDULE. 0 1f '
1 ~ ~ 5
~ ,t~ ~ w ' a
411.00 : , ~ ; ' - .9-•~ ~ 412.25 412.25
Eu~wxoR~w.poo ~ ~ ~ ~ , GRAt3IIJG LJNES ~ ~ .,'T ~ , + ra,~ NO'!E; WE'i~+AND \ _
N1~OOIt 11NI~4. CONt~OUR LIlVES ~ / ~~r. i - ~ - ARE NOm3TANDARD I . I . l . ..I. ,~h,V.n1YrI.M~.M.•.'~I.~
~ ~ L ARE L A9 TO ELEVAZION9. - - c ~ : ~o ~ > ~ \ HEGOW N~R6~AL P00 ~ , . 'EDUCE DAM EMBANKMENT U o ERMANENT SEEDING SCH P
~o I ~ ; o x + ~ ~ wit. a~,~
o ~ a { , . l ~ ~ 11.50 stsOlNC MI%TURE APPLICAnON RATE a ~ ~:1 . W i^ ~ ~
5 ~ ~ ~ AUG 25 -OCT. (BEST) TALL FESCUE 200 LBS/AC N 9 (
f 1 j ~ ~ ! / J , O FEB. -APR 15 (POSSIBLE) ~ ~
! ! t r d i a ~ 1, W ~ .a SDA. AuENDMEMS E"I F O
I 1 ~ ~ I 11 / I ~ r 1; f) f;i(~ APPLY LIME AND FERNUZER ACCORDING TO SOIL TESTS, DR APPLY 4000 lB/ACRE ~ W GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-1D-10 FERTILIZEERR. W
1 ~ Q'+ U U E
r I •1 ~C APPLY 4000 LB/AC STRAW, ANCHOR STRAW BY TACKING WRH ASPHALT, NETTING, ~
I ~ i OR A WICH ANCHORING TODI A DISK WITH BLADES SET NEARLY SiRWGHf CAN BE USED AS A MARCH ,+NCHORINC TOOL ~ E H
~ ~ ~ ~ \ ~ i I ~ ~ O
~ \ ~ ~ + i 1 PAIR MULCH FREOUENILY. REFFATIUZE RI UTE YAI{TER DF THE ~j z I INSPECT AND RE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW
X11, I ~ ~ \ AEGUU+RLY TO A WEIGHT OF 2-4 INCHES. r~ ~ ~M.
4 ~ .t..,. . ~j1SE PLp41S ~I ~ V
~ ~ , - • BETWEEN MAY 1 AND AUG, 15, AOD IS LB/ACRE SUDANGRASS OR 10 LB/ACRE r'~ GERMAN MAlET. BEFORE MAY I, OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAN),wi ~ ~ 1
W , yQ~; PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF TWE
DAM, AND INTERIOR SLOPES OF THE D'AM (FlLL EMBANKMENT) TO NORMAL
POOL ELEVATION. C
~ ~ .1 ,
- .a'. ~ . v....•- . ~ ~I w~~
~9 . q ,
Vii. - g p , 0 / / ~ U ~ ~ SEEDBED PREPARAl10N i--.
~ 0. ~ ~:trl<, i ' r 1. CWIS0. COi%PACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADi~FRSE SOIL CONDTTiONS, IF ' A AILABLE
i j ~ ~ w•. y ~t i 1 2.) RIP THE fNNRE AREA TD 8 INCHES DEPTH. ' ° 3.) REMOVE ALL LOSE ROCK, R0015, AND OTFIER OBSTRUCTIONS LtTANNC SURFACE REASONABLY SMOOTI4 AND
I I ~ UNIFORM.
i ~ ~ N v.~',W.,irM~',~u...~.T..Y+~.a~i.,.u.i...-n.xY~"'•• / r• ~ I ft ~ i~ 4.) APPLY AY;RICULTURAI. UI7E, FERRLIZER, AND SUPERPW05PHATE UNIFORMLY AND MIX WTIH SOIL (SEE p~ 'I `WI': BE40TW}.
r o I n 5.) CONTINUE nLLAGE UNTIL A WFlI-PULVERFXED, FlI01 REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 UVCWES DEIP.
~ ~ 8.) S® ON A iRESNLY PREPARED S®BED AND COVER 7. MULCH IWgED@1TELY AFTER SEEDING AND ANCHOR MULCH,
r~ ~ ~ B. INSPECT ALL. SEEDED. AREAS AND tXAKE NECESSARY REPAIRS OR RE'~EDINGS IYDFIIN THE PLANRNG POSSIBLE STAND SHOULD BE OVER 60% OAAUGED, REESTABLISH FOIJ.QWING ORIGINAL LIME, r1
! ' FEITRUIER AND SEIDINC RATES. SEED UGNII:Y WRW S®INC EQUIPMFM OR CULTIPACK AFTER SEEDING.
_ • - 9J CONSULT CoNSERVAnON INSPECTOR ON LWNTENANCE TREAn7EM AND FERRIifIAnON AFTER PERMANENT ~ COYER 15 ESfkBLISWED.
. ~ .~+i;
'
PRUNE PROPDRnONALLY TO
COMPENSATE F0~ REDUCTION NATURALSCHARAC~ERROFOGROWIH
SHRUB SHALL BEAR SAME RELA-
TIONSHIP TO FlNISHED GRADE ' AS PREVIOUS E%IS11NG GRADE
!•"1 CUT k REMOVE BURLAP FROM 1/3 OF ROOT BALL hh~~
GRAPHIC SCALE FI , 3' TNK. MULCH LAYER IN. FORM 2' DEEP SAUCER • ,
o l0 20 +o WETLAND 1 20
- GRADING PLAN » r
~ inoh = zo ct. SCALE 1 = 20 LHXNRE TO 8E TAMPED WAND TAM ED
n_ SUBSOIL BROKEN WITH PICK - PApR APpg~y~0 -
i R bRGAN1C MATTER ` 15 R g ~i. - 4 PARTS NAnVE SOIL TWICE R OT BALL SIZE
v -1[2 LB. 10 10 10 FERTILIZER - -
fV i6 PEER CU, YD. OF BACKFlLI OR I~ " ' APPROVED SUBSTINIE
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I 0 ~ U DATE: 04-15-05
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J PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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WETLAND OUTLET STRUCTURE NOTES i. OUTLET STRUCTURE BARREL PIPE TOP BE 15' 0-RING RC CTURE NOTES: WETLAND CONSTRUCTION SEQUENCE OP BE 15" 0-RING RCP. 1. REFER TO EROSION CONTROL CONSTRUCTION SEQUENCE AND FOLLOW ALL ASPECTS OF EROSION CONTITd. PLAN AS CONSTRUCTION IS COMPLETED.
2. THE OUTLET RISER SHALL BE 4'%4' SQUARE CONCRETE W SQUARE CONCRETE WEIR BO%. 2 WETLAND IS TO BE UTILIZED AS A SEDIMENT BASIN DURING CONSTRUCTION ACiINTIES CLEAR AND GRUB gNLY ENOUGH AREA TO CONSTRUCT SEDIMENT BASIN.
3. RISER STRUCTURE TO BE DESIGNED BY OTHERS. 3. IMMEDIATELY INSTALL SILT FENCE INSIDE PERIMETER OF LIMIT OF CoNSTRUC110N. D BY OTHERS. 4. IXCAVAIE KEY TRENCH PERPERNANENT BERM CROSS SECTION A DETAIL, SHEET SW-6C
4. WETLAND OUTLET STRUCTURE ANTI-Fl.OATA110N BLOCK ' 5. BAdLFlLL KEY 1RENCH AND RAISE BERM PER BERM 5dL AND COMPAC110N SPEdFlCAlIONS ITEMS +I AND PERFORM SOILS COMPAC710N TESTS PER ITEM ~2. 6. E%CAVATE TRENCH FOR l5' RKC AND INSTALL PER PLAN AND OUTLET STRUCTURE MATEfOAL SPEdflCAl1ONS. I-FLOATATION BLOCK TO BE PROVIDED WITH MINIMUM TEIAPERAlURE AND SHRINKAGE 7, INSTALL ANTI-SEEP COLLARS PER DETNLS.
STEEL AND SECURLEY FASTENED TO RISER STRUCTURE. ISER STRUCIURE. 8. BAC1fFlLL AROUND 15' RKC PER BERM SOIL AND COMPACTION SPECIFlCA710N5 ITEM dR PERFORM TESTS PER ITEM /2 OF BERM SOIL AND COMPACTION SPEgFlCATI0N5. n 9. IXCAVATE AREA FOR ANTI-FLOTATION BLOCK, T*T *m 1~
OUTLET STRUCTURE MATERIAL SPECII ITERIAL. SPECIF~CATION$: 10. ADD RISER STRUCTURE AND SECURE TO ANTI-FLOTATION BLOCK. GR~ING LFjGFj1YL 11. INSTALL 6' PLUG VALVE AND 6' DIAMETER OIP OR lE)APORARY EROSION CONTROL PIPE.
1. POND DRAWDOWN IS VIA AN 6' PLUG VALVE. THE VALVE 1G VALVE. THE VALVE SHALL BE A Mddi STYLE 620 %-CENTRIC VALVE OR APPROVED 12 If WETLAND IS TO eE UTILIZED AS SEDIMENT BASIN, GAAOE INTERIOR OF WETLAND TO SEDIMENT BASH GRADING SPECIFlCATIONS. 13. INSTALL TEMPORARY EROSION CONTROL RISER AND SHIMMER. P 1
EQUAL THIS VALVE IS M ACCORDANCE WITH AWWA C-504 STRUCTURE VIA A HANDWHEEL (SEE DETAIL). CE WITH AWWA C-504 SEC. 5.5, AND SHALL BE OPERADLE FROM TOP OF OUTLET 14. MNNTAIN SEDIMENT LEVELS EIELOW MAXIMUM LEVEL. 7HR000HIXLT LSE OF SEDIMENT BASIN, v ETAIL). 15. REMOVE TEMPORARY 5@IMENT BASH OUTLET STRUCTURE AND INSTALL 6' DIAMETER DIP. 6' PLUG VALVE IS TO REMAIN OPEN UN11L CONSTRUC710N OF WETLAND IS COMPLETE. STORM DRAINAGE ~
2 ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (2E 18. AFTER STABIUZA710N OF STE, ANO APPROVAL OF EROSON CONTROL OFFlCER, GRADE WETLAND TO WL-RAND DESIGN GRADES. BELOW NORMAL POOL, INTERIOR OF NEiLAND SHOULD MINIMUM 3000 PSI (26 DAY) UNLESS OTHERWISE NOTED. BE GRADED TO A MINIMUM Of 1' BELOW DESIGN CJiADFS AND BACKFlLLED W11H TOPSOIL TO DESIGN GRADES. GRADES AND SPOT ELEVATIONS IN INTERIOR OF WETLAND WILL BE PRECISE STORM SERVICE LINE ~ N
PER PLAN, OR GRADING WiLL BE REJECTED AND REGRADED AT CONTRACTOR'S E%PENSE UNTiL SUCH 11ME AS INTERIOR GRADES ARE ACCEPTABLE, ~ 11y' Q 17. PLANT ALL WETLAND PLANTS PER WETLAND LANDSCAPING PLAN, sHEEr swsD -Tp-TP-1P- TREE PROTECTION ~ ~
BERM SOIL ANG COMPAC110N SPECIE 1& INSTALL TRASH RACK AND HANDWHEFl PER DETNL SHEET, SWSC , ~ U LCTION SPECIFICATIONS: 19. UPON COMPLETION OF ALL ASPECTS OF WETLAND CONSTRUCTION AND COMPLETE STABIUZATiON L1F STE, aOSE 6" PLUG VALVE. ~ W ~ I
ALL FlLL SOILS FOR BERM SECTION SHALL EIE CLEAN, IMI WOODED AREA ~ ~ I SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT (EAST 9B% STORMWATER WETLAND GRADING NOTES: W r o
STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM ~ THE EMBANKMENT CONSTRUCTION. SOILS SHALL NOT EXHIBI' ENSITY, AT OPTIMUM MOISNRE CONTENT. NO BLASTED MATERIALS SHALL BE USED IN 250 10' CONTOUR ~ ~ t` LLS SHALL NOT EXHIBIT SGNIFlCANT SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS. TTiE STORMWATER WETLAND DEPICTED ON THIS PLAN SHEET 15 GRADED PER NG DIVISION OF WATER QUALITY 252 ~ r"
A GEOTECHNICAL ENGINEER SHALL APPROVE THE SOILS TO ACCOUNT ANY ANO ALL FUTURE USES OF THE EMBANKMEN' 'PROVE THE SOILS TO BE USED IN THE EMBANKMENT CONSIRUCTiON, TAKING INTO STORMWATER BEST MANAGEMENT PRACTICES, APRIL IQgQ. PER THIS MANUAL, REQUIREMENTS FOR GRADING AREAS BELOW 2' CONTOUR 'Q ~ S OF THE EMBANKMENT SECTION. NORMAL ARE: O ~ a
2. IN ALL FlLL AREAS OF THE BERM, A SOILS COMPACTION A SOILS COMPACTION ZEST SHAlI BE CONDUCTED EACH 2500 SQUARE FEET PER EXISTING 10' CONTOUR O a,
VERTICAL F007 OF FlLL FlLL SHALL BE PLACED IN LIFTS NI 3E PLACED IN LIFTS NOT TO EXCEED 6 INCHES LOOSE THICKNESS. AREA OF NORMAL POOL TO l3E DESIGNED A5 A MARSH WITH DEPTHS RANGING FROM 0-18 INCHES. D15TRIBI1T10N IS A5 XISITN W i-1 N FOLLOWS: E G 2 CONTOUR ~ Z ~
3. A KEY TRENCH IS ?0 AE PRONDED IN ALL FlLL AREAS. GRADE. SOILS AND CCMPACTION FOR KEY TRENCH SHALL M IN ALL FlLL AREAS. TRENCH TO E%TEND A MINIMUM OF 1HREE FEET BELOW EXISTING (0-18' DEPTHS) = '10:5 OF SURFACE: AREA OR NORMAL POOL _ _ _ _ _ a EASEMENT LINE ~ C KEY TRENCH SHALL MEET ALL REQUIREMENT OF t1 ABOVE. (0-9" ) _ 35~
4. NO TREES Of ANY TYPE MAY BE LOCATED ON hIE BERG _OCATED ON hIE BERM SECTION. (q"-I~" DEPTH) ' 35;5 ® FLARED END SECTION W o 0
5. MAXIMUM FlLL IJFT THICKNESS FOR BOTH THE EMBANKME a xo 0 'BOTH 7HE EMBANKMENT SECTION AND KEY TRENCH = B'. ADDITIONALLY, THE WETLAND IS TO BE PLANTED UPON COMPLETION U51N6 SPECIES SUITABLE FOR INUNDATION A5 LISTED IN O ~ Ey ~ ~
THE NG DIVI510N OF WATER QUALITY "STORMWATER BEST MANAGEMENT PRACTICE MANUAL". ~ CATCH BASIN ~ •-I I
E-+~xx ~ DROP INLET W U ~
PERMANENT SEED ENT SEEDING SCHEDULE TEMPORARY SEEDING SCHEDULE SEEDBED PREPARATION w a o ~ z
STORMCEPTOR ~ W '1 ~ ~ pSTE ,J~ 1.) CHISEL COMPACTED AREAS ANO SPREAD TOPSOIL 3 INCHES ~ ~ ~ DEEP OVER ADVERSE SOIL CONDRIONS, IF AVAILABLE. Z W o •"L
AUG 25 - OLT. (BEST) 1ALL FESCUE FEB. -APR 15 (POSSIBLE) tALL FESCUE zoD tes/AC JAFL 1 - MAY I RYE (ORAAI) t2O LBS/AL; DRAINAGE FLOW ARROW ILF) 2.) RIP THE ENTIRE AREA TD 6 INCHES DEPTH. W Q'+ Q+ ~
50LL.dEEIOIEEIGS KOBE IESPmELt 50 LBS/AC 3.j REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUC110N5 NAY L - AUC 16 GFANPN MILLET 40 L85/AD LEAVING SURFACE REASONABLY SMOOTH ANO UNIFORM. 100-YR. BUFFER
PPPLY UNE AND fER1RlZFR ACCORgNG TO GROUND AGRICULTURAL LIMESTONE AND 1000 1ESt0~pNE D 000 tB/ACRE iD-1010 FEAIIIQER~E AIX; 15 - OEC JO RYE GAAnL t20 tBS AC 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ,~~t~"11f1tt'~r~r~~~
YUIiN ( ) / UNIFORMLY AND MI% W(fH SOIL (SEE BELOW'). - ~J CaRO ~i~ 100 YR. FL000 PLAIN l~1
MPLC 4D00 lE/AL SIR1W. ANCHOR STRAW I OR A IRlLCH ANCHOPoNC 100E A DISK WRN ' StR1w. ANCHOR SiIUw Bi TACKwc WRH ASPHALr, NETRNC, SoI.AlEEp1EtE5 5.) COidRNUE TILLAGE UN11L AWELL-PULVERIZED, FlRM ; 0:. E,$$/~ •,,v KIRINC 100E A DISK WRH BLADES SET NEMLY SIRA]CHt CAN FOLLOW RECOLINENDATIONS OF SOIL TESTS OR APPLY 2,000 tB/AC GROUND REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. N S~
BE USED AS A MULCH ANCHORING TOOL LCH ANCHORING TOOL AOPoCULTUAE LIMESTONE AND 750 LB/M 10-10-10 FERLILRER (FROM AUD 15 - OEC 30, INCREASE 1a-1o-1o FrxnL¢ER To loco LD/AC). 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER 30' STREAM BUFiiJ2 • Q
INSPkxf AND REPNR MULCH FAEOUENRY. RE ) SEAL IR MULCH FREOUENRY. REF'FRRLRE IN LATE WINIFR OF THE
FOLLOWING YEAR; USE 504. TESTS OR APPLY RECUUJiIY 10 A NEICHT OF 2-4 INCHES. 15E 504. TESTS OR APPLY 150 tB/ACRE 10-10-10. NOW MPLY ~W00 l8/AC SfFUW. ANCHOR 51RAW BY TACKWC WTI" ASPWILT, HEFTwc, 7•) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 299~~ EICHi OF 2-4 INCHES. OR A MULCH ANCHORMC TOOL A D5K WRH BADES SET FkAALY SIANCHi CMi
NIOiE.E37~5 BE1WE41 NAY t AND AUG. 15, ADD f5 LB/A BE usm As A MULCH ANC"oRINC Tool B.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR : •~t~,~. l~;: •v RESEEOINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. If i~~9 ~C) N~~:•• !V i0 AUG. 15, ADD f5 LB/ACRE SUOANGRASS OR 70 tBfACRE ll~@NEDGE ' -il V
GERMAN MILLET. BEFORE MAY DR AFR7t A FORE YAY 1, DR AFTER AUG. 15, ADD 40 lB/1CRE RYE (GRNN). STAND SHOULD BE OVER 607 DAMAGED, REESTABLISH FOLLOWING tS Q~ JAN 1 - AUC 15: ~ REETERtILII~ D MULCH O/IIEDNTELY~ ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ~hAA W CA~t~~~~
fl41Et PETUTANENT SFEDMG SCHEDULE IS SEEDMG SCHEDULE IS FOR EXTERIOR SLOPES OF THE FOLLOWING EROSION OR OTHER DAMAGE SEED LIGHTLY WITH SEEDING EOUIPMENi OR CULT)PACK AFTER SEEDING. A~in1~~"~
WETLAND, AND INTERIOR SLOPES OF THE I ELEVATION. TOR SLOPES OF THE WEIlJWD TO NORMAL POOL Auc t5 - Dm 30: RIPAR AND REFTAAIRE OMNOm AREAS IAOImuIELY. 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT toP DRESS wmL 5D LB/AC of NmLOCEN IN YaaCH. AND FER11LIlAilON AFTt3i PERMANENT COVER IS ESTABL15HE0.
IF R LS NECESSARY TO E%IEND TEMPORARY COMER BEYOND JUNE 15, OVERSEER WITH 50 LB/AC KOBE L.ESPmEIA RI
LATE fEBRIIARY OR EARLY MARCH.
TEMPORARY SE )RARY SEEDING SCHEDULE ~ USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN GATE IS NOT 'See seasonal applicD6on schedule CORRECT TO USE THE PERMANENT SEEDING SCHEDULE
SEt'~i.Y~IIBE EEB~..B~
JAN i -NAY , RPE (GRAIN) NOTES: RYE (GRAIN) 120 LBS/AC 1, AMII-FiA1TAl10N RISE 70 ~ SfDIIAEI.Y ATapm TO RISER Ig1E: TRASIRACIL tLOT SFIDWII N 1FI5 VEW FON CLARAY
KOBE IESPE KOBE lfSPmE7A 50 LL15/AC SIRIICNAE AND 8E PItONOED MIM MN/AM 7EYPERATIXiE AND SNAILIGGE S1EII.
MAf 3 - AllG 15 GERMNV 1Ull ~ GERNNJ MILLET 40 IBS/AC 2 AISEA SiRUCIUAE TO BE DE310Nm BY OREFS.
AUG 15 -DEC JO RYE (CRAW) D RYE (cRAw) 12o Les/AC as vAl~• LXIDES TO ILE FROYDFD PErt YNAFAOTLRER'S
SaLdET1d~T I~DT 4, LXMICREiE RISER carts NN. e' TNKTOfSS.
FOLLOW RECOMMENDATIONS OF SOIL TI AGRICULTURE LIMESTONE ARD 750 LB/ t5 - DEC 30, RICREASE 1D-1O-10 i ~OYNENpgIONS OF SOIL TESR OR APPLY 2,000 LB/AC GROUND NAND EL,¦417,8 UN6TONE AND 750 LB/AC 10-t0-10 FERiBIIER (FR011 Al1G ILMnM'HEEII. EL={17A so, MCREASE 1o-1c-1o FEAnuzER to looo Le/AC). t6A Z
YLLGI Au COFBIB:IIOtIS ' (uK•) p
' APPLY 4000 LB/AC S07AW. ANCHOR S OR A LIULCH ANCHOR0C TOOL A q51 WATERIXiif TOP OF BACK oR RISER ~ IB/AC SBtAW. ANCHOR SRLAW BY TACIONG WTM ASPFYLT, NEf1ING, I ANCHORNC TOOL A DISK WRH BlA0E5 SET NEARLY SIRNCHf CAN EL.4t6,p '
BE USED AS A MULCH ANCHORNG TDI A MULCH ANCHORNG 7DOL TFA4R/CK ~ ~ 5 IAIERf=4fiT5 (~E DELLL) 4.C Fsi
JPN i - AUG t5; REFERBIRE IF GA G 15; REFERRL¢E IF GAOWDI IS NOi FULLY AOE UATE ~ 16" DIA O-PoNO RCP BIFBEI. Q'L 0
RES®, REFERRU FOLLOWING EROSIt RES®, RfFEftRUZE, AND 1NLCH IMNmIATELY TpP ~ ~ 6" (IRI,) FOLLOMNG EROSION OR OTHQt IVJIAGE. TOP OF W'ER OPFNNG d, EtrN4.70
AUC 15 -DEC J0: REPNR AND RETEI TOP DRESS WI,H Q 414,70 I IEC 30: REPNR AND REFERTIUIE DNIAGED AREAS IMMEOLATELY. 6' 04l PLI10 YN.YE ((SEE 4.0' 15" OIA 0-RIIC RCP BIAREl ' kC TOP DRESS WLIH 50 LB/AC Of FBIROCEN M MARCH. OURFT 51RUCNRE MAIEAMI. 4k4 SOIWRE 8• (YN) i.;~~{' A6E'N '
IF R IS NECESSAA JUNE 15. O41RSD JU E ISSNEC ~ EXTEND /TEMPOOFARY U BEYOND ;7 ~ ~ ~ q~
UTE FEBRl1ARY 01 UTE FEBRINRY OR EARLY "ARCH. ) ~ ~ ~
dQg; USE THE TEMPORARY S®I u 4RECT TO USE THE PERMANENT HE 1DIPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT BARO1. ItARREl DA4R AIO 1" tMEAI L wC ~ a' ' I-~ ~ ~ LSE THE PERMANENT SEEDING SCHEDULE NY. fl 413.75 e G . . e . ~ NV. LL~41i75 SBRION NNEAT a ~M' N
' o' ` . ' G E1.~4/a7'J ~ i` W C1T H
NOME: WETTaND 1. ORIFICE
GRADING LIl~9 (BELOW NORMAL aDac ek6klAYlYlnulx»1 t• DN ANn~tDIG{ipFt ~ ~ ~ Blum IiD1,11 B'Xe'xtr rn Z w . a
POOL ARE NOT "FRONT VIEW' E"T EM o
SfAPIDARD 1' W W~ WETLAND OUTLET STRUCTURE DETAIL WETLAND OUTLET STRUCTURE DETAIL ~ x
CON'POUR LIIVES. ' X ' X 4' 6 6 WETDm WIRE FABRIC ~ MI5 ~ E" U
CON'POUR LtNE~9 ('EACH TEACH S~ R TOP) Y~1 r~ O F
BELOW NORMAL 1. cauARS (X2) sNAU. EIE MADE 1rATERT1fitT Wi)I ~ ~ Q'+ f RE&A YE1ER FRAME 15" WBNO RCP. o
POOL ARE L~?BEIED tZ~ x' z % 2 X i~° i cauAas (x2} sHALL IlE saAL;ED ALOHC EiAR1tEL At as as ~ ~z
AS TO ELEVATIONS. B•Q D 6'Q DIP DRAW PIPE (4 lJ7 ~ • Z.0' MIN PROJECTION 8• ~
r ~ ~ 15" 0-RING RCP CDOi CLASS 'B' RIP-RAP ~"9 • -y a ' 5.0'LX5.0'WK22"THICK ~
6' B' - ~ ~ d .d ~ a t AVD, DIR.=6" t`' U • 4 . • ~ la
~ W
_..-.1_ 4' _.._.1_ r J hyi 4' Z d
B' JOW P57 CGNCREIE .i • 15'/ 15•~ ~ • p.. •'a.
~ I o RCF NG O-RING RCP „ K4 b
3' • a e~~Q,
4 lF B' OIP
B~ (SEE CF • 4.0' WiDE
SEE C OA-SECLIONAIION BLOCK • ~ . + ° • ~ ~ . a
3' » 15' FES 15 BARREL PIPE
H
CONCRETE ANTI-SEEP COLLAR
418,25 ACCESS RAMP TO BE B~ 1s,25 RCP
GRADED AT 5 H :1 V I I I 22' I.AY~ L7F
NO NmE: //gg RFBAN;ruLL BE GASS 50 AND ~ ro t6' tY ORFICE 0 AWYNUY OPLFICE PLATE G FlL~TER 16LANKE~T
EYBmDm 4 INTO CONCRETE 80.5E UNEiif El. 41aTS SEDIlA0.Y FA5IEIFD 70 1S' W ON FOUR C9RNER,S, m WIRE N BAIE+II ~ N71H WAIFRIIUR' 8AItl111 ppE W11H yy,~{T ~I SHA1L BE 4 X 4 6 8 AND SHALL BE SEAL ~ rA'
418 1' UNFRIm PVC ORIFlCE . 413, DNEAI' ETFUOIOH 4,7.75 EYBmOm 2' INTO REfE BASE ~ M AROUND PERIMETER OF BASE SECTION A-A
x 413,5 x41, x FlLTER BLANKET N A FlLTER BLANKET IS TO BE INSTALLED (SEE NOTE)
412,75 x 412,75 4127 TOP OF BERM 418 ,z ~ „ BETWEEN THE RIPRAP AND SOIL FOUNDATION.
x41 o x 6 DRAIN TRASH GUARD MINIMUM WIDTH x 4 .7 x 1 t THE FlL1ER BLANKET WILL CONSIST OF A O GUARD DETAIL N TS MINIMUM 4" THICK LAYER OF STONE (NCDOT
12 412,0 4 5 ~ Ei 4Dia> WSJ) UNDERLAIN PATH GEOTEXTILE FABRIC ~ CHOSEN BY THE ON-SITE GEOTECNNICAL
6.63' AT ELEV. ~ ~A x412, x4 5 x ENGINEER. U ARR 0 TTY DI IPATOR
418.25 ~ 418 z, sS x413,5 x N.T.S.
13,5 x412,Ox412,0 x 413,5 ta• RCP BARIIEL RISER ttDFTOII a
413,00 4 7s 413,5 4 REBAR SPACED AT 6" O.C. HOT DIP ,S" RDP B,IRRQ, a o ~P 12 ORIFlCE PLATE z x
1PC x GALVANIZED, AND SECURELY FASTENED TO i TO N.T.S 1"'~ w
x41 ,7~ x412,0 12. 3 x412,0 x RISER STRUCTURE. TRASHRACK TO BE
b 412.25 µ PAy x 412, 412, PROVIDED WITH HIN D A A N ~ 418 GE CCESS G TE 0 ON
~ x113, x 41275 s< w ~ ~ TOP. a x 5 x4 ,
6.63' (MIN.}
411.75 5x ,75x413,5 4 2,75 x 413, TOP OF BERM EL 41B2S
n P'C „ ss 4 x 4_S~D WIDR OONCREIE RISER 51RUDIUAE P~ a 47(4' OSbE DOIQISION ~aG
o x 418 x 4 , 413.00 s.D. N 2.75 TRASHRACK ~ C>h
m (SEE DETNL) ,,p .1
(41 , HANDWHEB. b5' Elelldl ~ 1/4'X4' STEQ EL 417.00 ~
41 1/4'X4' srEEE. ~ x 10 HO ALL ARWND ALL AROUND Jr~
3 418 412, '7~ l TOP OF BACK OF A6ER EL 418.00
CJ S x .5 BARREL INV. OUT = 413.50 15' CONCAEIE FF.S
se w x 412J5x 4 ,7 412,25 MT7R INLET EL 414.70 WATERRUI{f SEAL TO ~ PROVDED AT RISER/R4iRE]. NiQB'ACE RIP RAP APRON
cD 418,25 ,5 x n s' Ix~L PLLIO vALVE (SEE DErNL) (sE>_ ounttr sLRNI,•rLIAE
H RIPRAP APRON ~ P ~ - 411.75 x`413,5 YATEt3l1 sPBCIF1fAtI0NS) NORIW. POOL Fl 413.78 Q 29 LF 15" 0-RING RCP 0 0.86X PROJECT N0,
SEE DETAIL x 413 418,25 - AGE-'05000
0 o A5 ,5 1 1 ~~AGL05000-SW6C
U 11A:ERT 19AFLREI. NY. 1r - - _ N-4t3.7s 3' FT. MIN, DESIGCiED DY: JC
2 u,rr~ i n n, ,r~ rr v A 1 C) 7
N WtILANU UUILLI 'T1"` 'L. J~ C 4 lF E DIP DRNN PIPE SPACED AT 177.00 OL 0.0. ~ WETLAND GRADING CONCRETE fNR-FLGTMM J EL 413.75
U STRUCTURE SEE E BELOW NORMAL POOL 1Y ORIFICE MATE TO ANTI-SEEP C (X.2) M BE rDATE BE PROVIDED PLAT ATE MARY (SEE DETAIL) FW
ANGUS DETAIL) ''ALONG TOP Biqa exlrlnr NTS
EDGES 8 N0.Y TRENCH 3' FT. MIN. (CWPAAC710NSPSPECSCAnONS) 04-15-05
0 4 GRAPHIC SCALE
0 20 0 10 20 40 WETLAND #2 PERMANENT BERM CROSS SECT ION -
g EXPANDED METAL TRASH RACK DETAIL (NTS) GRADING PLAN Ni5
g _ 1 inch 20 it. SCALE 1'=20' -
d 0 ADAMS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
a

c, ~ I 'l ~ 3
N(7ti= THE BUYER qF LOT 3 9V BggK OF MAPS 2D05, PAGE 5D1 WILL PROVIDE
SfURMWATt3t TREAT~hUJi' AND RE7ENTK)N FOR EXLSCING L0151 AND 2'
LEGEND 2 4~ ECM = EXISTING CONCRETE MARKER ~ ? $UFpCff~(TTOACCOUNTFORATOTALOF~18,009S4F~ qF~'~~b~ CERTIFICATE OF OWNERSHIP AND OEDICATIDN ~ 30 DAY RECORDING LIMIT
GPI EXISTING IRON PIPE AREAgNl0TS1AND2MA"CCORDANCEWIM•RUI,FSOPTHENCDEN THIS CERTIFIES THAT THE UNDERSIGNED IS FARE) THE ~ 5 PLAT NOT 7D BE RECORDED AN THETOWN OF GARY LOO. LOT 1 AND 2 SHALL, NqT DEV9.OP ER OWNER I S I OF THE PROPERTY SHOWN ON THIS MAP, HAV-
~a EIP = z ~ NIP = NEW IRON PIPE o A AFTER DAY DF 04.t_±~••>< SURFACE AREA. ING ACQUIRED TITLE THERETO BY DEEDIS} RECORDED
LAURA PKN = PK NAIL ~ ~ D Y TO BE RETAINED FOR THE TOWN ~ IN THE OFFICE Of THE REGISTER Of DEEDS OF WAKE ~a oFCDaRY, ` ~ ~ COUNTY, NORTH CAROLINA OR OTHERWISE As SHOWN
RD' AND 6q R fW = RIGHT OF WAY y THIS PLAT IS f~IN 1 )OUT OF THE BELOW AND THAT BY SUBMISSION OF THIS PLAT FOR TOWN LIMEYS. ps•.Q.t.}h GA°3~,~~ ' APPROVAL. I IWE) DD DEDICATE TO THE TOWN DF
LD APE OUD US B.0•M• = BOOK OF MAPS ~ 0 n 2 TOWN OF CARY HTE# COUNTY TRACKING # ~L__ CARY FOR PUBLIC USE ALL STREETS, EASEMENTS, n RIGHTS-OF-WAY AND PARKS SHOWN THEREON FOR ALL
WOODWINDS D.B. = DEED BOOK o o LAWFUL PURPOSES TD WHICH THE TOWN MAY DEVOTE
IND. CT. PP = POWER POLE w s~ w OA ALLOW THE SANE TO 8E USED AND UPON ACCEPT- ANCE THEREOF AND IN ACCORDANCE WITH ALL TOWN
YI = YARD INLET ` POLICIES, ORDINANCES. AND REOULATIONS OR CON- DITIONS OF THE TOWN OF CARY FOR THE 9ENEFIT
'rIP~ ~9~A MH = MANHOLE ~,K ~IyVIP 'Ofi RCP m REINFORCED CONCRETE PIPE BEST MANAGEMENT PRACTICE DOCUMENTS OF THE PUBLIC. SAID DEDICATION SHALL BE IRREVO- CABLE PROVIDED DEDICATIONS OF EASEMENTS FDR
G 1`-; CMP = CORRUGATED METAL PIPE RECORDED IN DEED BOOK PAGE STORM DRAINAGE ARE NOT MADE TO THE TOWN AF
SIT'E' ss m SANITARY SEWER A Y BUT RE IRREVOCABLY MADE TD THE SUBSEDUENT C R A OWNERS OF ANY AND ALL PROPERTIES SHOWN HEREON
FOR THEI AND BENEFIT, ALSO, ALL PRIVATE STREE HOW DN THIS MAP, If ANY ARE TO BE
~ ~ ~ Q DENOTES ADDRESS
E1P-CONTROL CORNER Av ABLE FOR PUBLIC USE. N. C. GRID COORDS. 9
20 DENOTES LOT NUMBERS ` N=731, 976, 160 BDDK ND. P E NO..._..___...._
VICINITY MAP -NOT TO SCALE E=2,052,898,841 \ `'T
\ PP ~ NCDOT - - CLNDJ\ G~ SIGNATU { 1~-OF ^OWNERi51- „ , GR ~ CURB INLET
N, c, c. s° Doc=w2o 09 c ~ (~pJ,~~. TSc.A~lo~?4aa-~J~°~ts, ~.Lc.
STATE OF NORTH CAROLCNA WAKE COUNTY ,3Q1 \ NAD 83 2 ~ GR1O PRINT OWNER S NAME.
SCOTT WILSON CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM N. C. GRID COORDS. 1NE~ 6.85 \ cuRU COME R X34 \ ( .
AN ACTUAL SURVEY MADE UNDER MY SUPS V $,ION~ _~~_.r~ DEED q~5 f33PTI0N RECORDED 1N BOOK N=731911.313 896 A~T~ Z \ F~ INLET f p.999 ID F~ E \ e ,
AGE_ ; THAT THE DDUNDARIES NOT P E 2,050,620.984 OR a A 23 ~ 7( ~ 4,52 G
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK__________. N ~ 3° \
PAGE__________; THAT ~HE RATIO OF PREC]SION AS CALCULATED IS t...L_toov_________; THAT FILED ORREGiSTRATIO SSCACQUISITIONS,INC. . 0 5q 6 \ O Q 'h~ ,L..L,~ 93 \ ~ „""i""+~. ~6 \ V
THIS PLAT WA5 PREPARED IN ACCORDANCE WITH D ~ ~ NS, INC. SS MH EX. 30' ACCESS & f 205 DRIVEWAY EASEMENT \ ~ F
G. S• 47-30 A5 AMENDED. p.B. 6265, PG. 205 255 i B.O.M. 1983 PG.1310 \ -
ITNESS MY ORIGINAL SIGNATUR ICENSE DATE B.M. 1989, PG. 255 W LAURA M, RIODICK NUMBER ,SAL TH I5 ____DAY REGISTER OF DEEDS B.M. 1991, PG. 265 265 ~ NEW RELOCATED ~ \ DROP ~ 20' TOWN OF CARY 1 ~ ,
A. D•. 2005. of PIN 753.17-21-3971 AK 0 3971 ,j SANffARYSEWERFASEMENT INLET ~ ,
BY' h ~ ~ , I ` ` ~ /V
EPUTY ~ p ~ / rti ~ , ~ 01 FEa I ?s s3° B.O.M. 2005, PG. 5 ~ ~ SIGN '0 0/~~
PR SSIDNAL LAND SURVEYOR -LICENSE # 2601 TIME ~ l~al 8~ 01 ~ DF 9 ~A 4 ~ .'L / ~ G Jlt, 3 ..g'6o 21 t5 H Fxg``. loan % ~ ~ 36" FES ~ 8 e pE q.b r sz s3° a ~ ~ ,o ~
f .g0 5A. 92 ~qY 5 I !r \ \ ~~O ~ 6 g0 u,8 1 I I '21 q 'o a ~RF Zg pti~ V i ~ 0 . 5a .5a ~,8a 7007 SF M R g's7 ) PP f' ~
N6g 5 g' ~''r by.'SO 9.30 1 !2 / NEW RELOCATED ~ \ ~ Q '\5 N 5 0.1609AC. 2.2 ~ 20'TOWNOFCARY / ~ C J
DROP INLET 9~ I ~ 0. ! SANITARY SEWER ~ Q q ~ 'f~ 0
1. SCOTT WILSON PROFESSIONAL LAND SURVEYOR ND. L-26D1 GE \ 53 C TED. ~ 1NH 1 5021 F 1 2 1 1 EASEMENT ~ \ F 0.1153AG, r ~ I=,„ , ~ ~ 5875 SF a / ! ~ 0~ ~ ~y.f> SFr
IFY TO DNE OR MORE OF THE FOLLOWING AS INDI A S OF A SURVEY THAT CREATES A SUBDIVISION 2pD~~,Et~ A. THAT THIS PLAT i fAs 5021 SF =N v o I ~NI m? J,1349AC. o l~10' J` k. \ f ~q \ 5021 SF ~ ~ N 1~'m°I ~ o ! / o_,/ °F' ~ a \ y 0
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN DADINANCESTHATAASURVEYETHATRISLL DCATEDNDIN SUCH ` 0.1153 AC 0.1153 AC m o 3 o I~ M o ro o / I W ~ 6 Z ~ 60 `(J ,~D ~ ~ 4~ 6.y
8. THAT THIS PLAT I OF EIP PORTION OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED i O o ~ I O ~ , G G ~ ~ y ° ~ ~~a~ ~ / /p Tc~ y1 A ~
AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND SURVEY DF AN EXISTING PARCEL OR PARCELS ''o, o C. THAT THIS IS DF A ~ ~ ~ ~_'o p06 2004 ~ o o ! ! a ~ OF ~ ( ~ ~ G,R THE PRNATE 51GN & LANDSCAPE
OF LANDI ° D• THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY. SU^.H AS °'o o ~ ° ~ ,u o Zj , I l I= ~ Q ~ i ° ° z4 z3 I I 2Q! ~ N / 7 20' DRAINAG ~0 ~ i e EASEMENT !5 FOR THE.t01Ni USE
THE RECOMBINATION OF EXISTING PARCELS. ACOURT-ORDERED SURVEY O ° E OA OTHER EXCEPTION TD THE DEFINITION OF SUBDIVISION; ~ ~ ZtJO ZO 25 ,1 1 2z ! 1 EASEMENT' C~ / PRIVATE SIGN 8, v nF?uE ~+nclnNG Ln~ 1 ~?s } P,P;D
E• THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS MYCH THAT I AM UNABLE TD MANE A DETERMINATION TD THE BEST OF ~.=J 35 ~ B2 ~ I I g / 1 ~ , ati ~ ~ 5. ! ! ~ h \ THE KILARNEY POINIE SUBDIVIS O 3 , I a ! .ti 6o p ~ LANDSCAPE ,I N.
PROFESSIONAL ABILITY AS TD PROVISIONS CONTAINED N (A1 00 20 N THROUGH (Dj ABOVE. 7 0.0o I , s3s o 00 ~ 9~• J~ ~ NT a- PP 2 NEW TOWN OF CARY I 1 33 2 71 N ~ ; ~ E'd'S~E 1 e
2 oD SANf o• 5 ,g9 o SANITARY SEWER EASEMENT I 9 ~ , ! ° y3 I I 8 i Ws s q ~ \l ec 9 e 3 1
C ~ Og - J ~~F, 3 Q .g4 Q 3° ~ 2 , , o s?, ~ ~ B.O.M. 2005, PG. 501 , Q o ! ~ ~ ~ pQ , a 23 l 1 ~
a C) •S. ND• 260t ~ 93 SCOTT WILSON P L (tlttttp N 6 G~ nrr,~ RED h° o~ s v ~ ~ vp R T
~N..' R~ , ~~~1 6g IG 33. m g'9 ~ / g5,22 9„ ~ e 5 6,1, 9g ry OIQ 2 5 2 ~ - RIN'1 ! - t_ Q z 3 ~ G ~ ~ 1
CERRFiCATE ~ ~ Q 9g' g SiORMWATRI MANAGF.~IT Q 40F C1I(4, rj0 M 1 Zg. g.6g 1 = S ~ i I O 120.93 S PP ~ \9 29,9 % SS MH ~ 63,52 / ~ S A6'33'36"W
~ p' SA 1 CERTIFY THAT THE PLAT SHOWN HEREON g 3 . i~ Na ~ t ~ ; g' SB F ~ / NEW TOWN OF CARY QOP ° 5' 29
COMPLIES WITH CHAPTER 4.4.6 WATERSHED SEAL ~ 6 ' PROTECTION OVERLAY DISTRICT OF THE TOWN = t.-2601 ~ 1 y o u % SANITARY SEWER EASEMENT LARNEY RIDGE ~ ,2 3 B 1yE Q KI W x °T•a ~0 w ~1. o ~ 50' PUBLIC RI 501 \
DF GARY LAND DEVELOPMENT ORDINANCE AND 1S ~ ~1 APPROVED FOR RECORDING IN THE REGISTER OF "y 6g' a ti ~ °PF-E~' ~ 1 ~ m COMMON B.O.M. 2005, PG, (e)
DEEDS OFFICE. NOTfGE: THIS PROPERTY [S ~i~ ~ ''o E 1 ~ ° ~ u g0' EIP 2 ' N 86°33'36 E 120.93 X29 W 0~ " 1 ~ OPEN SPACE 0
GATED W]THIN A PUBL]C DRINKING WATER ~i~~ ~ a S~PPLY WATERSHED. DEVELOPMENT RESTRICTIONS ~i~~' 1M~~' ~+i0- 0 1 II B.O.M. 2005, PG. 501 NCE x~' ~ RE E ~ cP Z~ '1 / u t 0,06 w~~
M APPL rrrrrUIII111ttttt,, D m, 3 3 EADWALL m U' 1 E~ 60.02 E~ 88'22'51 "W 139.97 5 8 °33 3 W E~ yl,,~'~ LOT51
r cn STORM WATER MANAGEMENT ENGINEER DA E rn ;F~' JR,1 -89.5 '30"W E~ _ _ ROBERTM,DILLON ~ v ~ A i'ir. - - - - - - ~ . ;.f ' ~ lj ^ Eli. 10' SA ITARY SEWEA d DRAINA EASEMENT r ~ D.B. 2808, PG. 267
l02•53gnW w 9 • fa~E,NUTi t ~ ~ I D LOT50 PIN 753.18-31-1439 o, ~ b
5 TT.33 m A ~ 1 - ~ ~ KEVIN!~ ANDER50N OWNER
..L. N N m CBi1FICATE of APPROVAL FUR RECORDING f ll o Ex 2D'~'~ LOT48 ~ ~ 'n ~ D.B. 3329, PG. 295 ' 3A EgSgDRgINACE LOT47 DONNA A. MARKS ; w ~ 0 ~ P1N753,i&31.0448 LAUREL ISLAND PARTNERS, LLC ro,~~' ~ ,yn~, MENr a n CYNTHIA P. BYRUM ~ ~ m ~ U 2
32 ~ N `15~G~\i, 2 ...,_Z m ~ D.B. 6368, PG. 187 qo ~ e 2310 S. MIAMI BLVD. S ITE 14
hereby certlfy that the subdlvlsion plat shown hereon has been m ° p,R found to comply with the subdivision regulations of the Town of Cary ~ f 'SP~~ V1~PR q~e~' q• ' E % Y I 2 m ~ ~ D.B. 6460, PG. 552 PIN 753.18-21-8487 ~ ~ o sP 5 6 o w w x o ~ N 75a1s-2i-a4o7 ~ ~ ~ DURHAM, N.C. 27703 0. \ WITH ~ N ~ w PI ~ .n ~
with the exception of such variances. if any. and conditions o 0 e noted in the minutes of the Town Council and/or the N 100.00 9~ ~ approval as ar \ \\WEIR = N rn ~ ~ rn .'`j D NOTES , \ f m
Zoning Board of Adjustment and that has been approved for recordln8 N 88'02'27"W ~1 ~ ~ ~ e count re inter of deeds. O \ in the offic of th y 9 \ ~ \ ~ \ ? .W p ~ b m Q' ~ 1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
-n Q E1J ~~9 \ ~Iprn ~ ~ ~ ~ ~ 2 AREAS COMPUTED BY COORDINATE GEOMETRY. \ ETA \'r s \ m a-°' ro ~ w REFERENCES 3. THIS SURVEY WAS PREPARED W(THOUTTHE BENEFff OF
~ N Q -----l--- 3 ~ CC \ ~~Zr\\ 4~~, ~ z B,O.M. 2005 PG, 501 A TITLE REPORT AND MAY BE SUBJECT TO ANY MATTERS CONTROL ~ \ .
Dir ctor of Planning ate W CC Z w LOT44 \ ~9P \ ~ o~ B.O.M. 1979 PG. 138 THATAFULLTfItESEARCHWOULDDISCLOSE. Z CORNER \ q~ ti \ ~ ~ B.O,M.1980 PG. I OSd 4. PROPERTY IS SUBJECT TO UTILfTY EASEMENTS OF RECORD.
WILLIAM E. BEARD s ~ r SETBACKS D,B. 3378, PG. 222 ~ ~ r _ ~ B.O.M. 1981 PG. 201 5. COLONIAL PIPELINE COMPANY GATE VALVE EASEMENT LS RECORDED
CERTIFICATE OF APPROVAL AND ACCEPTANCE OF DEDICATKXJ3 h ~ \ 62 \ Z,,tn~ \ FRONT -18 SITE AREAS B.O.M. 1983 PG, 1310 IN D.8.3969, PG.342. P1N 753.18.2154 \ \ B.O.M. 1989 PG. 754
ut Town Clerk I . ~ SIlA1. Town C I er Dep Y \ v REAR =15' - 0 - 5.4116 ACRES d.zoNING: oRD-cu ~ LOTS 1 4 - D.B.4682 PG. 798 KILARNEY WOODS SUBDIVISION SS MH ° SIDE = 3' _ 7, NEW IRON PIPE55ETATALLNEW LOT CORNERS,
of Cary N•C•~ do certify that the Town o Cary approved this ,ifj?'' 979 PG. 138 OPEN SPACE - 3.2615 ACRES D.B. 10852 PG. 2125 8. N.C. GRID TIE BY Ol11ER5 ~ B.O.M.1
let or map and accepted the dedication of the streets. easem6nts. :.l ,~;~r P rights-of-way. and public parks shown thereon. but assume no • B.O.M. 1980 PG. 1056 AGGREGATE R/W -1,7741 ACRES BOUNDARY INFORMATION TAKEN FROM MAP 9. THERE ARE NO FEMA DESIGNATED FLOOD HAZARD AREAS
responsibility to open or maintain the same until in the opinion ,,,`u_ - of the overnin body of the Town of Cary it is in the public S C A~ E ~ 6 9 9 ~ B.O.M. 1981 PG. 2C 1 FRONT & REAR = 20' ENTITLED "BOUNDARY SURVEY OF CARY PARKWAY ON THIS SDE. SEE FEMA'S FLOOD INSURANCE RATE NJ+P 6 ~ - ~ TOTAL =10.4472 ACRES ASSOCIATES, II PROPERLY' DATED 6.12-01 AND N0.37183C0482 E W(fH EFFECTIVE DATE OF MARCH 3,1992.
interest to do so• MIN. LOT WIDTH - 44 PREPARED BY KENNETH CLOSE, INC. 180 240
~0 , . 30 ~ '80~' 120 18d
Z..Z LOtI)~ 'r TOC # 04-SB-025 WAKE COUNTY REGISTRY. MAPS 2005, PA G E
- wn Clar or De uty Town Clark Data RECORDED IN BOOK QF MAPS 200 o P SURVEYED BY
~ ~ , JL SUBDIVISION & EASEMENT P1AT SHEET
AEYEW 0~ CHTDFiCATE ERS DRAWN (3Y TOR GINE
STATE OF NORTH CAROLBJA COUNTY OF WAKE I G EN TN L NS
I,~ .W REVIEW OFFICER OF CARY~ N. C, IN WAKE COUNTY •6310 CHAPEL HILL ROAD, SUITE 250 PM 1/ dd11 ]f ~1~ ]f d1 ~T~f~j ~1 ]fy °]f°~T]~°]~ l(~!]1 '1/ li a lt%1L ~~iU171.10' lll~ ~lll 1l ~ 1l 1 V JLiA ~L ~y ~~U
CERTIFY THAT THE MAP OR PLAT TO WNICH THIS GERTIFICATION IS AFFIXED RALEIGH, NORTH CAROLINA 27807 CHECKED 8Y
MEETS ALL TATUTORY REDUIREMENTS FOR RECORDING. .10405E LIGON MILL ROAD sw KILARNEY POINTE of
f z~ 7~a~ WAKE FOREST, NORTH CAROLINA 27587
R lEW OFFICER'S SIGNATURE DATE .TELEPHONE: [phone] OR (800354-1879 DAiE ( N.C. ~ 08-09-05 CARY WAKE CDUNTY
REV. DATE DESCRIPTI~ DESCRIPTION FAX: [phone] (Ral,), (919j570-1362 (WF)
Number r°/2005jobs/05098 Kllarney Point/Survey/Plats/Recortblration d RW.dpn Job

1 I
I ~ II II AS NOTED ON RECORDED MAP B.O,M. 2005 PG. 0501:
AND RETENTIONTFORWLOTSPROANDE2~SUFFICIENTTTOAACCOUNT FOR
~ ~ A TOTAL OF 48,009 SO FT. OF IMPERVIOUS AREA ON LOTS 1 AND 2
\ ~ ~ r..r \
\ \ I ~ CARYCLOO~ALOT 1IANDR2LSHA~L NOTEDEVELOPTOVER~70q~IMPERVIOUS
- ~ / SURFACE AREA.
\ ~ \
OWNER INFORMATION:
~ I ' ~ LBJ/ CARY ASSOCIATES, LLC ~ ~ P.O. BOX 7158
ME ~ RC IA L OF ~ ~ CARY, NC 27511
\ ~ ~ ~ I li LOTS 1 AND 2 ARE ZONED COMMERCIAL
_ _
\ -
i ~
\ ~ ~ I\' ~ / " l I NOTE:
\ i r / ALL DRAINAGE FOR LOTS 1 AND 2 WILL TIE TO LOT 3 APPROVED DRAINAGE/TREATMENT SYSTEM.
~'~1 ~ I I ~
1
I ~
LOTS ~ J it ~ f ~ y ~i- ~ SITE IMPERVIOUS BREaKDOwN LOTS 1 S. 2 LOT AREAS: (TAKEN FROM B.O.M. 2005 PG. 0501)
\ ~ ~ ~ ROAD/PARKING- 20,920.75 sf LOT 1 1.0989 ac.
~ - BUILDINGS- 10,000.00 sf LOT 2- 1.1882 ac.
~ ~ - ~ ~ ~ ~ / ~ SIDEWALKS- 1, 797, 98 sf
l ~ ~ I.~ / ~ TOTAL IMPERVIOUS AREA-32,719 sf (0.75 ac.) TOTAL LOT(S) AREA- 2.2871 ac.
- - -
~ _
- ~ i ~ ' ~ ~ f " ~ I l'
/ , ~ \ ~ TOTAL SITE PERCENT IMPERVIOUS- 0 75 ac /2 2871 ac - 33%
i ~ / ; , , ~ ~ ~ ~ ~
~ ~ ' , \ \111\ I' I ~ 1 I SEE ATTACHED BUILT CONSTRUCTED WETLAND DETENTION PLANS FOR COMMERCIAL
\ ~
~ / 111111 1~` / / 1 ~\JII I l IMPERVIOUS~AREgTER TREATMENT FOR LOTS 1 AND 2 UP TO 48, 009 sf OF COMBINED
~h~ ~ ~ / / ' ` 111 II I` II I BUFFER IMPACT AREAS
~ ~ ~ ~ i~ l ~ l ~ ~ l
LOT 3 ~ ~ ~ ~ ~ ~/i,~~ ~ / / ;
~ ~ ~ ~ ~ ~ l~ ~ ~l
- ~ , ~ ~ / f, I II I ~ 11 ~ ~ ' I ¦ 100 LF CHANNEL \1 1 11I \ \
/ -
/
~ ~ ~l I/ ~l ~ I
/ ~
~ mil/ J X111 \ ~ I ~ ZONE 2 AREA- 6.731 SF
- ~ / i ~ ~~rl/~ i ~ i l~ ~ mil/ ~ ~~ll l
~ ~ i r 1~ \ I
~ ; ~ ~l ll~ l/ i i _ \ / ~ ~
~ ' i , , ~ ~r ~lI j I/~/ CAP II I II III-III ZONE AREA- 6. 114 SF
~ ~i ~ .~,/i ~L . ~ /
i / e
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i
` ~ ~ 1 72/20/05 PER DWG COMMENTS DATED 11/18/05 PNJ/WEP
\ ` ` ~ I ' No. Date Revision Dwn/Chk
~ ~ , ~ 10 ~ ' ~ , ' COMMERCIAL LOTS / ~ ~ ~ / FOR
KILARNEY POINTE
/ 1 A ~ \ i SITUATED AT
/ n w ~v l,`E h a.
T 2)
CARY TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
~~C~ ar..l~ ssOC'a~~s JOB 1700.50 Sheet:
KILARNEY POINTS HuCjh %.J. C3iflha4a< DSN/CHK BY: DATE: 10/29/2004
875 Walnut Street Suite 360 Cary,
Cary, NO Phone: [phone] Fax: [phone] Lp.E. Seal and Signature owN sv: DATE: soi~9i~oo4 LT
g VRT SCALE: NONE HRZ SCALE: 1"=20'

- Z I
I ~ AS NOTED ON RECORDED MAP B.O.M. 2005 PG. 0501:
- _ ~ THE BUY OF LOT 3 WILL PROVIDE STORMWATER TREATMENT
AND RETENTION FDR LOTS 1 AND 2 SUFFICIENT TO ACCOUNT FOR
~ A TOTAL OF 48,009 SO FT. OF IMPERVIOUS AREA ON LOTS 1 AND 2
~ 20' TYPE "B" BUF _ ~ ~ IN ACCORDANCE WITH RULES OF NCDENR AND THE TOWN OF I ~ _ - CARY LDO. LOT 1 ANO 2 SHALL NO-( DEVELOP OVER 70% IMPERVIOUS
SURFACE AREA.
~ - - - - ~ I ~ OWNER INFORMATION:
I ~ ~ LBJ/ CARY ASSOCIATES, LLC
~ I I f P.O. BOX 7158
CARY, NC 27511
_ - - -COMMERCIAL/0~~~ ~ _ ~ ~ ~ \ \ ~ ~ I I ~ LOTS 1 AND 2 ARE ZONED COMMERCIAL \ \ \ \ / /
~
~ \ C ~ NOTE:
\ \ I ( / ALL DRAINAGE FOR LO'f5 1 AND 2 VaILL TIE TO LOT 3 APPROVED DRAINAGE/TFEATMENT SYSTEM.
\ ~
\ \ ~ ~ ~ ~
~ ~ ~ ~ ~ SITE IMPERVZOUS BREAKDOWN LOTS 1 6 2 LOT AREAS (TAKEN FROM B.O.M. 2005 PG. 0501)
~ ~ , ~ I ( ROAD/PARKING- 20,920.75 sf LOT 1- 1.0989 ac.
~ - - J7~~ ` ~ BUILDINGS- 10,000.00 sf LOT 2- 1.1882 ac.
LOT 3 / ~ - ~ . ' . - - _ - _ - - - \ ~,1 ~ I / I SIDEWALKS- 1, 797.98 sf TOTAL LOT (S) AREA- 2.2871 ac.
\ ~ ~ TOTAL IMPERVIOUS AREA-32, 719 sf (0.75 ac.)
O 7 -
~ ~ ~
r , \ 11 11 3 y TOTAL SITE PERCENT IMPERVIOUS- 0 75 ac /2 2671 ac = 33%
~ *SEE ATTACHED BUILT CONSTRUCTED WETLAND DETENTION PLANS FOR COMMERCIAL
r ~
1` 11 1 ~ 1 IMPERVIOUS~AREATER TREATMENT FOR LOTS 1 AND 2 UP TO 48,009 sf OF COMBINED
`~1`\`1\~/ 1 \~'1 ll~
11 ~ ~ ~1 , ~ BUFFER IMPACT AREAS
,ri~~~ ii~~ii~~ ii ~ ii ~i ~ iii ~,i ,
~ ' , - - - ~ ~i , ; ii~~ii ~ iii ~ ii ~ ~i i ~ iii ,
1`I l~ _ ~ \ I ' 11 100 LF CHANNEL
LOT 3 ~ ~ / ~ ~ ~ - - ~ - - ~ ~ l i /l ~ ll ~ , .
~ ~ ~ ~ I ~ 1~~ ~ ~ 1
~ , ~ ~ / ~ , ~ , - - - ~ ~ll~~ 11 j~ll/~ 1~~~. '
%j~~ ~ \ 1~~ ~ ~ I 1 ZONE ? AREA- 6, 731 SF
iii ~ ~1 ~ ~ ~
~!i ~ r~ 11 ~ 1 ~ \ ~ ~ ~ 1
P ~ ~ ~ i~~; iii ~~~i i r
~ J/~ / ~ I~~ ~ ~ 1, 1 1 ~ ~ ~ ZONE 1 AREA- 6, 114 SF
~(I / - ~ APP \ I ~ I ~ITI~I I I~
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~ 1 ~ / /
14.85' ~ ~ ~ ~ ~ ~ % ~ ~ ~ ~ i
~ / ~ - 0 20 40 60
/ ~ 1 ~ ~
l ~ • / / \ - -
~ \ l 27 ~ e B R ~~F C /
~ ~ - ~ ~ / 1 12/20/05 PER DWO COMMENTS DATED 11/18/05 PNJ/WEP
~ ~~w l ~ ~ ~ RpW ~p ~
~ ~ ~ ~ No. Date Revision Dwn/Chk
i / ~ ~ ~ I ~
~ - COMMERCIAL LOTS
I !
~ 10 ~ r ' KILARNEY POINTE
~ ~ ~ ~ ~ SITUATED AT
CARY TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
JOB 1/UU.bu aneeL:
DSN/CHK BY: DATE: 10/29/2004
~~C~ an~ ASSOCIaAPs DWN BY: DATE: 10/29/2004 LT
E
360 Cary, NO Phoney [phone] Fax [phone] P.E. Seal and Signature VRT SCALE: NONHRZ SCALE: 1"=20-
KILARNEY POINTS Hugh J. C:3i i I Ie 875 Walnut Street Suite 360 C
I

i
~ AS NOTED ON RECORDED MAP B.O.M. 2005 PG. 0501:
T_ THE BUY OF LOT 3 WILL PROVIDE STORMWATER TREATMENT
~ ~ AND FETENTION FOR LOTS 1 AND 2 SUFFICIENT TO ACCOUNT FOR
A TOTAL OF 48,009 SO FT. OF IMPERVIOUS AREA ON LOTS 1 AND 2
\ IN ACCORDANCE WITH RULES OF NCDENR AND 7HE TOWN OF
~ _ - CARY LDO. LOT 1 AND 2 SHALL NOT DcVELOP OVER 70% IMPERVIOUS aj
~ ~ ~ \ / SURFACE AREA. J i
\
TOTAL IMPERVIOUS AREA-28,355 S~.FT. L ~ ~ n ~

~ \ \ I
~
~ ~ ~ I I OWNER INFORMATION: LOT AREAS:
~ L ~ LBJ/ CARY ASSOCIATES, LLC LOT 1- 1.0989 ac.
_ _ ~ , ~ \ ~ I ~ P,O. BOX 7158 LOT 2- 1.1882 ac.
~ ~ ~ , ~ 1 I CARY, NC 27511 INFORMATION TAKEN FROM B.O.M. 2005 PG. 0501
\
_ , \ \ ~ ~ ~ LOTS 1 AND 2 ARE ZONED COMMERCIAL
\ ~ \ - ~ ~ r~
T
i \ ~ ~ I I NOTE: I~ ~ ~ ALL DRAINAGE FOR LOTS 7 ANO 2 WILL TIE TO LOT 3 DRAINAGE/TREATMENT SYSTEM.

J 1\ \ ~ \ ~ - ~I I Ir
J ~
LOT 3

/ ~ 7
~ ~ ~
i r, 'l i ~ ~ ~l ~ ~ 3 y ~
-
O / / / ! ~ \ \~~~~~1~ ~ i i i
~ 1
~~~1i~~~ ~ ~ ~ ~ ~ i
~ ~ \1 11 ~ ~1 II ~ BUFFER IMPACT AREAS
/ ~ ~ / ~ ~ i
; ; i, Vii, !ii.~ ~~,~ri ~ ii, ~ i
~ , , ,~(i~~~i~~i~ iii,, , , iii ; ~ri ,ii ~ ~i ~ ~ ; ~ ~
~ _ ~ ~ , ,,~~;i, ii i~ iii - 1~i, ~ ~ I' I\\ ~ - \~Il II 1 100 LF CHANNEL
L 0 T 3 ~ ~ ~ ~ ~ / I
/ ~ ~ ~ ~
% ~ ~ , ~ - A ~ ~ ~ / ~ ~ ~ ~ ~ ~ A 1`I ~ ~ I
~ ~ / / ~ `1 I I
~ ~l l/ I/~ I `\I1111\\ ~ ~ ~ 1I I \ ZONE 2 AREA- 6. 731 SF
/ X~~/ ~ ~ / ~ ; l~ I ~ I ~ 1/ ~ / ~
- / ~ / / ~ ~ / r- ~ ~ ll~ l~ ~lll~ i , , / ~l~ ~ , ~
~ ~ ~ ~ i l~ ~ l/
/ / ~ ~ ! ~(l~ ` I I ` PPE ` ~i I 1 ~ i ZONE 1 AREA- 6. 114 SF
~ ~ ~
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~ I
~ I
No. Date Revision awn/Chk
i ~ ~ - COMMERCIAL LOTS
~ ~ ~ FOR i - / 10 ~ /r " KILARNEY POINTS
/ SITUATED AT
\ 1 A ~ ~ CARY
CARY TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
.If1R ~~nn 50 SF1PPt'
C 4a a n V A S S O C i S` Pi s DSN/CHK BY:V DATE: 10/29/2004 DWN BY: DATE: 10/29/2004 LT ~
KILARNEY POINTE H ugh J. Gille 875 Walnut Street Suite 360 Car 0 Cary, NO Phone [phone] Fax [phone] RE. Seal and Signature VRT SCALE: NONE HRZ SCALE: 1"=20

LEGEND DATA
ECM=EXTSTINGCONCRETE MARKER ~ pELTA/BEARING RADIUS LE ~Pt' EIP = EXLSTIING IRON PIPE , RADIUS LEN./DIST. TANGENT CHORD BEARING CHORD GIST.
Opts ~ 21 25 30 125, 00 125,00 46.74 23.65 S 61°52'44"W A6.47
RA N[P=NEWIItONPIPE 0 13°58'07" 125.00 U LP 64 PKN=PKNAIL O 29°34'13" 275.00 125.00 30.47 15.31 S 79°34'32"W 30.40
PEX RD' US 1 AND RlW=RIGHT OF WAY 275.00 141.93 72.58 N 78°39`18"W 140.36 z
pLD A OLD B.OM.=BOOK OF MAPS Q 9°92'25" 1457.28 1457.28 246.89 123.14 S 39°02'15"E 246.59 ' z 12.71 o
DDDWINDS D.B.=DEED BOOK ~ N 20°29`15"W W 1457.28 129.81 64.95 S 31°37'56"E 129.76 o
v` IND. CT. PP=POWERPOLE 0 5°06'13" 1457.28 YI=YARD INLET d 29°34'13" 325.00 ° + 8 y 325.00 167.73 85.78 S 78 39 16 E 165 8 ~ ~
~yIP ~~i. MH=MANHOLE ~ 13°58`07" 175,00 42.66 21.44 N 79°34`32"E 42.56 a 175.00 0
~aVlpL f RCP=REINFORCED CONCRETE PIPE y 2°21'21" 1457.28 1457.28 59.92 29.96 5 45°04'08"E 59.91 w
0 - METAL PIPE C1rIP-CORRUGATED l0 17°09'59" 1457.28 1457.28 436.62 219.96 S 37°39'49"E 434.98 N. C. GRID CDDRDS. 9 Gp1q
=SANITARY SEWER S I T'E ss ° „ tl N 02 45 39 E 19.54 19.54 N=731,976.160 ~ 4Ug~l E~~05R898.B41 Y
312 0 DENOTES ADDRESS 1 ` PP 1.06 NCDOT ~(GROUNO~ ~ CURB INLET
N. C. C. S. "D01=W20" 2 3gT,p9 1 ETP NAD 83 , G I~
Zd DENOTES LOT NUMBERS N. C. GRID COORDS. INFO 85 CURB q6• N=7.ih411.3f3 99896 DF~TOR 2'3 INLET .1
VICINITY MAP -NOT TO SCALE ErI,050,620,9B4 ~ 0.4 GR1QOq'23 E 52 \ v v N 16 goA' ~ o
\ \ 1\ ,3a yA 6 ~
SSC ACgUlSl770N5, INC. 55 MN 1 1 ~ 69 \ s 1 D.B. B2B6, PG. 205 \ IX, 30' ACCESS a \ m f
STATE OF NORTH CAROLINA WAKE COUNTY B.M.19B9, PG. 255 Sl DRNEWAY EASEMEM ~ I 8.M.1991, PG. 265 i ~ 6,o.M. 1983 PG. l3fo \ • DROP , ~ ~ INLET ~ ~
I, SCOTT WILSON, CERTIFY THAT TH15 PLAT WAS DRAWN UNDER MY SUPERVISION FROM PIN 753.17.213871 mss' S ~ ' \ ~O s- h 1 1 ~ ~ ,~q s A ~OGti.
AN ACTUAL SURVEY MADE UNDER MY SUPEBBV~N, DEED S TION RECORDED IN BOOK...? oSNa~,.'~,~~ I ~ ~ j3 NEWREGOM8INED ery s SIGN 'oG 9 0u\~~.~ 1 N 6 B, AREA -1.09B9ACRE5 p ~ 3e" Fes B ~ \ DOS.
PAGE ~ :THAT THE BOUNDARIES NOT SUAV YED ARE CLEARLY INDICATED AS DRAWN I ~ 1 4l, 4r, aea sQ. FT. ati ~ ,o a`' ~ l~ .0„ .v P n ~ sp
FROM INFORMATION FOUND [N BOOK__________, PAGE__________t TNAT T AA~IS OF PRECISION ZI ~ I , s w ~ ~ ~ y to 'P ~
AS CALCULATED IS 1:_.aC~ 4 ________.,___t THAT DAOP INLET THIS PLAT WA5 PREPARED ~ ACCORDANCE WITH I pP p I I OP INLET ~ i ~ ~ N ~ w \ ~ DA T ,r i~ 2•yA ~ YT 1 4 i ' nF, D~ ~ ,S`5- V 0o1 ~ ~
G.5. 47-30 AS AMENDED. I I I /r ( `r WITNESS MY ORIGINAL SIGNATUR ENSE I I I / 18" RCP TOP >DI ~ ~~'a ` t a m ,p0 ~ b \ 4 ~ y v ~~1 ~ I o° `~Z y~ ~ vv
NUMBEgy~I~,~A~THIS _____DAY ~httltlllkrylh I ( I ,.r~yA° ~ OF A,D,. 2005, \\\~t ~ ~±d~, Ij~~~, i s I I rrr69,30 ti ~,I ~ ~ \ 9 ,i'gA ~ \ SJfI ~ 1 ~ m tih of r \ $ ~,r9.30 \ z ~ 1 ,ti OQ ~ \ Y '~9
~4 I I I rr N N 6 , 1 ~ a I 1 oF. t \ `P ~ \ I I ,ati Od` \c
~r Q Y ri I ~ I I ~ r 0753.18.21.1752 ~ ' ~ h ~a \ (OLD PIN ) 1 ~ \ 1 ~~1 ~ 1 ~W i , ^ ~ 6~pyD \ PP
' PROF ZONAL LANG SURVEYOR -LICENSE # 26D1 Q I I I YPE it ( I I ~ rrrr \ (CLDAREA=55ACRE5) I 1 P°' ,y / ~`',90~ , NEWRECOMB1AfED \ I 1 ~ . AREA =1.1882 ACRES 1 `
4601 I I I ..r'r \ 1 ~ 1 ^ nS •11 ~ P~ / I ~ 0 63, 2g, ~ 51,7515Q, F7. v9 •o\ t ; m pY~ 6ys2 sP ' , A5'~'2 °VI \ 5~ti
i y f Q' I i~ I rr+ 9,~ 0. ~ ~ r fir `x ~ ro '9811"e ~ 3 .93 O ,35 29 \ B o PP I 2 S 6 ~ ~ 120 T2 a i ER'
i~VrJC~t•,,•.,•,,..,'~1~,5~wv~~, ~ ElP ~I I ~ IX.20'SANIfARY SEWER FASEMEM SS MH 3 3°S i~ ,36~~W S RES ~ \ B.On+i383PG.1310 No 1~ o •~6y 211 S 86'R3DGELOOP D.56~AC 90 / ~
SCOTT WILSON. PROFESSIONAL LAND SURVEYOR N0, L-2601 '++4i~r1 tpt~w I ~I ~I Ii I, Po`$ Nwi toNE w o w ' Sg F KILARNEY ~ z ,we r, COMM 1s~1NCRfss ccRasTnuMLNr 6aPUeucRrW r1.- ~ ~i~°;ti~' ~0~1 sN, ~\oA \ ~ caEE 1 ~ _HEFfBYA&WDONU) " ~lJ 0 y0,~o \
C 7IFY TO ONE OR MORE AF THE FOLLOWING AS INOICAI'Ep, aural I ( ,I II A• THAT THIS PLA7 IS OF A SURVEY THAT CREATES A SIIBDIVIS[ON I I II l s 1 ~ \ ~ vFy.~.\3 ~ "~aBE OPEN SPACE- - - 'N~~ 33''3fi 6 _ .ym.~ \ ~E1+~~q~~~+ A `"a Q3 ACRES T IRE FEN o,~c~ E[P p~
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY TNAT I I it I~ NAS AN ORDINANCE THAT REGULATES PARCELS OF LAND: 8. THAT THIS PLAT IS Of A SURVEY THAT IS LOCATED IN SUCH ~ ~ ~I II (OLD FIN 0753.17-21-2529} ~i \ m z IP~.02 E1P 6°3 '36°W 160 x,1.1" 5 ~or6i ''-21-2529} y~~ 1 e~ 1 NEADwnuc yet 60 g,g S
PORTION OP A COUNTY OR MUNICIPALITY THAT IS IINAEGULATED ( II AS TO AN DADINANCE TNAT REGULATES PARCELS OF LANOt ~ ~ ~I I ~ (OLD AREA=2.28ACRES) ~ ~ A ~ ~ y89_54'30 8 ''~QQ~~ ~55 WW g~__ _ ROBBtTM.O1LLON R'i V ~ it ~ ~ { 10~ SAN TA~6E~11`Eq-d~RA ,CCE-EFSEMENT _ $ LorSB , PN1~eala+so 9ACRES) \ \ ~ A~~~ 1` ENCRDACNIENI i i , imp i KENNLANDERSON'
C. THAT THIS IS OF A SURVEY OF AN EXISTING PARCEL OR PARCELS II II OF LANG: I ( ~I I i+--D.B, 3854, PG.3de \ ~ J"`+~ ~ ~ ~ i LOMB i v ~ ~ ~ D.B. 3320, PD. 285 A0• ' zo'0 -
D, TNAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY. SUCH AS I I II II THE AECOAfi.'INATIDN DF EXISTING PARCELS. ACOURT-ORDERED SURVEY I I 1 \ i~~~ ' 2 r•. RAIN LOra7 DONNA A. MARKS ~0 flN159, 18,71-0NB \ \ ~ , ~ -U.. EASEa~N1 sE cvxrRlAP. evRUM D.e. e3ee. Ro. rar ~ ~ ~ e ~
oR oTNER EXCr:PTiDN TO THE D~FtNITIDN DF suBDlvlstDNt I I ~I I E. THAT THE INFORMATION AVAILADLE TO THIS SURVEYOR [S 6OCH THAT ( II II t5 75'MGNFSS&FLFELS fA55ADJT 1.~ i~~ °VtV SEA YI o ~ .~o D.B. M60, PG. 632 AIN763.1&21-8187 i~ , 2 Y wITN ag N + ~ m~ ~ wNTa3fazr5wl , ~ ~ m HERf9Y AflANDONED \ ~ r ~ 012 O \ "'p-N+E I R z mu~ p z o ' I ~ " ~ I
[ AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF MY rlrt ~ PROFESSIONAL ABILITY AS TO PROVISIONS CONT INE~IN fd) I III II
THROUGH l01 ABOVE. / sesPAKINC. I I itI I, (OLD PROPERTY LINEI I i ~ D.a 3zrz Po. 7aT I I ij ~ j - PrN re3 naw6+e I ti ( it i I I .INEI S \r \ ~o$~ ~ x a lore \+,,v ~~ya CERTIFICATE OF OWNERSHIP AND DEDICATION ~ ~ B~ WILllAM E. BEARD ~~'4" 1 ~m- D.e.3nB,PO.u2 N g "z THIS CERTIFIES THAT THE UNDERSIGNED IS (AREI THE
I m l III I I PIN 2"f~1is+62 ~sF \ ~ T. " OWNER(sl GF THE PROPERTY SHOWN ON THIS MAP, HAV-
SCOTT WILSON P.L.S. ND. 2601 I ~ I s Ile ( ' ' ~ v~y~vv ~ ING ACQUIRED TITLE THERETO BY DEED(S1 RECORDED ' ,l \^'7 5 IN THE OFFICE CF THE REGISTER OF DEEDS DF WAKE
110 J it I l i NEWRECOiN81NEDF I I I l o I = 10.4474 ACRES NEWRECOMBINEDAREA ~ f bss ~ COCNTY, NOAiH CAROLINA OA OTHERWISE AS SHOWN f 0.4174 ACRES
ATE I w l it 1 1 455,0$9 SQ. FT. BTOf~AWATEfi MANACPAENT CERTfiG , 455,089 SQ. FL 1~ ~ Laru FILED FO R ISTRATION BELCH AND 1hAT BY SUBMISSION OF TH[5 PLAT FOR rAMMVMADDRBr APPROVAL, IWEI DD DEDICATE TO THE TOWN OF 8` 'D.e,B111,PO.25n ~ CARY FOR PUBLIC USE ALL STREETS. EASEMENTS.
I ro l it! l i GA ~UNE EASFMEglTE 1 CERTIFY THAT THE PLAT 5HOWN HEREON ~ ~ ~ III I~ 8~ wNre3.fazes331 ' DATE RIGHTS-OF-WAY AND PARKS SHOWN THEREON FOR ALL ' LAWFUL PURPOSES TO WHICH THE TOWN MAY DEVOTE
COMPLIES WITH CHAPTER 8.4.6 WATERSHED I ~ I III II PROTECTION OVERLAY DISTRICT OF THE TOWN Ilo it LAURA M. RIDDICK OR ALLOW THE SAME TO eE USED ANO UPON ACCEPT- ' KILARNEYWOODSSUBDNISION REGISTER OF DEEDS ANCE THEREOF AND ]N ACCORDANCE WITH ALL TOWN
OF CARP LAND DEVELOPMENT DADINANCE ANO IS I I I I I APPROUEO FOR RECORDING IN THE REGISTER OF I z I III ~ B.O.M. 1979 PG. 138 KECOIIN POLICIES, ORDINANCES, AND REGULATIONS OR CON- FT B.O.M.I9BOPG,1056 DITIONS OF THE TOWN OF CARY FOR THE GENE 1
DEEDS OFFICE• NOTICE: TH15 PROPERTI' 1S I I Flo II LOCATED WlTH1N A PUBLIC DRINKING WATER (OLD PIN 0753,17.21-1380) -1380) ~ v B.O.M. 1981 PG. 201 9Y OF THE PUBLIC. SAID DEDICATION SHALL BE IAREVO- fD PUTY CABLE PROVIDED DEDICATIONS OF EASEMENTS FOR
SU PLY WATERSHED, DEVELOPMENT RESTRICTIONS ~ ~ III li _ APPLY I I PP I PP ill ~ (OLD AREA-3.83ACRE5J r,W +1 ff~~ O'r I I I II ~ I i D.B.2759, PG.396 ' CRES) ~oriz , ' i p cNeGDRYrME~aNN r ~ 'L STORM DRAINAGE AHE NOT MAOE TO THE TOWN OF
- ~ II ll 1 STORM WATER MANAGEMENT ENGINEER DATE I I ~ i , ~ D,e.+1t3,PB..uz TIME + CARY BUT AAE 1HHEVOCA9LY MADE TO THE SUBSEQUENT ~ +rN153.1&21•fi2+s OWNERS OF ANY AND ALL PROPERTIES SHOWN HEREON j EXISTING i
I I IpO I jl A l i t EKIS' 100' CP6L Fl,eEMENf , I o i i ; OUTNDO~ tFOUNOATIOt~ s FOR THEIR USE ANU BENEFIT. ALSO. ALL PRIVATE STREETS SHOWN nN THis MAP, IF ANY, ARE TO BE J TO BE I AVAILABLE FOR PUBLIC USE.
ICP6l DWG, N0, RW-034TDI ( I I ~ I I I ~ REMC (CP6L DWG.NG. RW-D.',O7) I I I I i 7 j REMOVED ~ ~iu ~ s J z ~ ~
I I I III I I t.... I I I II l I 1.-•~ 4 ' NOTE: BOOK O.________ GE N0._________
C61I3RCATH OF AppRWAL PDA RECOFE)Pt0 I I J ~ I I I I I i~~ hi Exl THE BUYER OF LOT 3 YdIIL PROVIDE STORMWATER.TREATMENT ,?r o carat ExtsrlNC , IAUR+EK ovERroN AND REiENTIONFOR LOTS 1 AND 2 SUFFICIEMT TO ACCOUNT FOR
I hereby car+Ify that the subdivision plat shown hereon has bean I I I I POOP found to carply with the subdlvlslon requlatlans of the Town of Cary I III I (•ry T FOUNDATION ~ m D.e, Aoeo, Ro. ne ('ti ~ PIN 163.1&21.660 A TOTAL OF 48,009 5Q, FT.OF IMPERVIOUS AREA ON LOTS 1 AND 2 TG BE INACCOROANCEWITHRULESOFTHENCDENRANDTHETON'u0F 51 ATUAE151 DF OWNER'S)
with the exception of such varlanoes~ If any, and conditions of ( ( I ~I?~ I I AE approvol as are noted In the minutes of the Town Cauncll andlor the toD' III 1 _ _ _ I I I TOLD PROPERTY LINE) I I I J REMOVED i _ 1 s CARY LOO. LOT 1 ANQ,25HALL NOT DEVELOP QVER70'$1MPERVIOU$ _ 2'0' SEWER 6 WATER EA'SEhENT ~j+~ ~1~~~ - ~ - i - vEl SURFACE AREA. PRINT OWNER'S NAME:
Zonlnq Board of Adjustment and that has been approved for recording I IPA AN BUFfEA ~ f-- In the office of the county register of deeds. I I ~ I I Ilo I l B.D.II. 1919. P6, 138 ] EFERENCES
L I I I 'I' l l 4.. ,._.I R Lorw B.O.M. 1979 PG. 138
~7 I l w l ill u _ _ ~ POND I I ~ I i III Dir ctor of Plonnlnq Dote ` I I w I Ilo I DANA S. BORDER duDnr+ACARacc+D10 B.Q.M. 1980 PG. 1056
I a I ill D.B. 530x, PC, 123 pNra3.ta21so3B B.O.M,1981 PG, 201
I I # I ;j I~ (OLDP1N0153.1P~21~1085J g) 9.O,M.1983PG.1310 NOTES
G~~ I I I ~ I I• I'~- D,B• Y736• PG. 4&5 (OLD AREA ° 2.0 ACf~~S~ I} B.O.M. 1989 PG. 754 1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. Lor3o p,B. 4b82 PG. 798 STCE AREAS 2. AREA5 COMPUTED BY COORDINATE GEOMETRY.
CVO I I i I~ I I ICP6L DWG. N0. RW-85268) E1P TRUCTRUUGNBUI~N LOT 1 =1.0989 ACRES
ATE OP APPROVAL ADO AC'.CEf'fANCE OP pC-DICATIONB I I 11 ~ r I I p ~ ~ I I Q ~ I I PINleiia2oa9~a D.B.10852 PG. 2125 3, THIS SURVEY WAS PREPARED WITHOUTTHE BENEFff OF BOUNDARY INFORMATION TAKFN FROM MAP LOT 2 = 1.1882 ACRES A TITLE REPORT AND MAY BE SUBJECTTO ANY MATTERS
I , _ __~,~~.__C'_, _ _ Teputy Town C I erk I I EIP I WIRE FENC of Cary. N• G , da oertify tho the Town of Cary approved this ( j ~ it li E ENTITLED "BOUNDARY SURVEY OF CARY PARKWAY LOT3= 10.4474ACRES THATAFULLTITLESEARCHWOULDDISCIOSE,
plot or ITbD and accepted the dedlootlon of the streets, easements, I I r II li N 86'03'02" W ~ 50q.gq i rights-of-way. and public parks shown thereon, but assume no I I LDT35 9q ' 1 AS50CIATES. II PROPERTY" DATED b-12-01 AND OPEN SPACE = 0.3073 ACRES 4. PROPERTY IS SUBJECTTO UTILITY EASEMENTS OF RECORD, r3e 1or31 ; RIW = 0.5652 ACRES
responslbllity to open or maintain the same until In the opinion I LDT3/ ' ' of the governing body of the Town of Cary it is in the public , , I HOWAROE W1IlEY ' JAMES R.WRIGNi,JR LOT38 LO7J7 ~ i p B. 5,918, Po. 660 D.B. 5167, Pa.793 REBECCA LEONARD JOHN N HRYAA 1~oNARO 3oPNN,BRVaNr r.ar3a PREPARED BY KENNETH CLOSE, INC. 5. COLONIAL PIPELINE COMPANY GATE VALVE EASEMENT IS RECORDED Pc.2+1B D.B,B2+}, PG,N101 DoNO'NEUncxlE,dR TOTAL=13.607 ACRES IND,8,39b9,PG,342,
WN 767.17.164112 D6.6637, FG.1476 D.B, 674}, PG, X intBFeSt t0 d0 50~ PIN7G7.17-20.1691 i I PINTb3,fT•2a2B11 I PINTeJ.tl•16J! I I '•2a2B2Y i pIN 161.11.181618 D.B.133A P0.7i8
, ' PIN 753,17•?0a800 b, zoNING: aRD-cu
- _!•S _Q~ . T'c~n-El~erk-or Deputy T wn C I r Dote ~ , 7. NEW IRON PIPES SET AT ALL NEW LOT CORNERS, " ~ Q OWNER 8. N.C. GRID TIE BY OTHERS
KILAANEY WOODS SUBDIVISION SCALE. 1 1 LBJ /CARY ASSOCIATES, LLC 9. THEREARE NO FEMA DESIGNATED FLOOD HAZARD AREAS
B.O.M. 1984 PG. 522 P.O. BOX 7158 ON THIS SITE, SEE FEMA'S FLOOD INSURANCE RATE MAP
30 DAY RECORDING LIMIT 0 50 100 200 300 4Q0 CARY, N.C, 27511 N0.37183C0482 E WfTH EFFECTIVE DATE OF MARCH 3,1992,
TH15 PLAT NOT TO 8 R CORDED
AFTER !6_ DAY OF Ae~'S" 1 COPY TO BE RETAINED FOR THE RECORDED I N BOOK OF MAPS 2005 , PA PAGE WAKE COUNTY REGISTRY. T(~C # Oa-SB-025
CITY, THIS PLAT ]S l?)IN l TOUT OF THE oo~, Vr I N n. SURVEYED BY
CITY LIMITS. p,6.4d(h0 CA'LI `irx TOWN OF CARY HTE# _1k__ COUNTY TRACKING # & KENNED , l~ DFD><CAriON Pear ET BASS NIXON RECOMBINATION AND ww SHE
REVIEW CFiRCBi CSTIP~ROAIE • ERS DRAWN BY FOR PROPERTY Of INS ENG LILTING ~ CONS
STATE OF CAFKK.WA COUNTY CF WAKE .6310 CHAPEL HILL ROAD, SUITE 250 PM ~~cY ~'1.~~3~ I( ~~J~'1~d~ 1111i~q /L~'li
1, ~ ,REVIEW OFFICER Df CARY, N. C. IN WAKE COUNTY, RALEIGH, NORTH CAROLINA 27607 CHECKED 8Y
CERTIFY THAT T lAAP DA PLAT TD WHICH THIS CERTIFICATION IS AFFIXED 5 ALL STATU ORY AEOUIREMENTS FOR RECORDING. .10405E LIGON MILL ROAD sw KILARNEY POINTS of
WAKE FOREST, NORTH CAROLINA 27587 DATE 00 354-1879 1
REVI W OFFI R'S SIGNATURE DATE TELEPHONE: ~919~851-4422 OR (8 I WAKE COUNTY N.C. 0-1362 WF 02-2405 CARY
RE`J. DATE DESCRIPTION )N FAX; (919]851-8968 tRal.], (919]57 I 1
Job Number r:/2005Jobs/05098 Kllarney Point/Survey/Plats/Reoonlbinatlon d AW.dgn

u
~ J - _ ~ - I i AS NOTED ON RECORDED MAP B.D.M. 2005 PG. 0501:
- THE BUY OF LOT 3 WILL PROVIDE STORMWATER TREATMENT
- - ANO RETENTION FOR LOTS 1 AND 2 SUFFICIENT TO ACCOUNT FOR
--y ~ ~ ~ A TOTAL OF 48,009 SO. FT. OF IMPERVIOUS AREA ON LOTS 1 AND 2
~ IN ACCORDANCE WITH RULES OF NCDENR AND THE TOWN OF
I ~ ` - CARY LDO. LOT 1 AND 2 SHALL NO7 DEVELOP OVER 70~ IMPERVIOUS
~ SURFACE AREA.
~
~ TOTAL IMPERVIOUS AREA-28,355 S~.FT.
~ ~ ~ ~
~ ~ OWNER INFORMATION: LOT AREAS:
~ ~ ~ \ ~ I ~ ~ LBJ/ CARY ASSOCIATES. LLC LOT 1- 1.0989 ac.
~ ~ ~ I ~ P.O. BOX 7158 LOT 2- 1.1882 ac.
L \ \ \ ~ ~ i J I CARY, NC 27511 INFORMATION TAKEN FROM B.O.M. 2005 PG. 0501
_
~ ~ ~ \ 1~ ~ I LOTS 1 AND 2 ARE ZONED COMMERCIAL
\ ,
\ _ - NOTE:
\ ~1 I I N ~ ALL DRAINAGE FDR LOTS 1 AND 2 WILL TIE TO LOT 3 DRAINAGE/TREATMENT SYSTEM.
\ ~ -
\ \ ~ I

_
~ : - -
k - _
_
OT 3 - ~ L ~ \ ~ , ~ I
~ _ 1
7 - ~ ~ ~ i
~
~ I -i ~ i
I \
~ _ O _I / J
/ ~ f ~i ~ i._ y- ~ ~
i i / ~ ~ ~ ~ I i : ~ ~ ~ ~ A ~ ~ ~ i~ ~ I ~l
r ~ `1 1 BUFFER IMPACT AREAS
~ ,l l ~ l~ ~l l l ~ ~ ~l ~l ~ , ~ ~ l ~ ~~-~~1 1) I \ _ I ~ 100 LF CHANNEL
~ ~ ~ ~ LI ~ ~ I ~ / ~ / / a \ I 1
~/lam , -
/ II\\ 1\, \ \ 11~
~ ~ / / ~ t ~ 1~~, z ~ 1~ ~ \ ~ ZONE 2 AREA- 6.731 SF i
/ ,.r ~ 1
~ ~ ~ ~ / ~ ~ ~ ~ 1;' /
i~~ ~ ; ~ / ~ ~;1~ I/ i
~ _
~ ~ - ~l ~ , I/~ i , ~ ~ l/~~~1 = O,O- P~ 1 11 ~ ZONE 1 AREA- 6. 114 SF
~ 1 ~ ~ I/~ I/~~
/ i l ~~~l~~ll~ ,l„_ r--' ~ / ,

r / /i i - ' L(1~ i ~ \Jv ~
~ _ ~ ~ ~ i I
% ~
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/ ~ ~ /
~ / ~ ~ \ it I I ~ i ~ ; ,
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g ~ ~ ~ ~ ~ 1
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i / / / i i~ ~~'i x ~ i I ~
i ~ i ~ ~ ~ ~
\ ~ ~ / i i ~ ~
/ ~ ~ / ~
~ i ~ ~ <t / i ~ f ~
I
- - - LOT 3 ~ \ ~ ~ / ~ ~ i ~ / i ~ ~ ~
i 0 - ~ ~ ~-1 ~ ~
i ~
~ ~ / /
/ o ~ ! ~ i ~
_ / ~ ~
~ ~ 9 ~ ';i ~ ~ i
r / / ~ i~ ~ \I , GRAPHIC SCALE 1"=20'
~ w ~ ~ ~ ~ / ~j ~ ~
/ :1 ~ ~ ~ ~ / ~
~ / ~ , ~ ; / r / / ~ ~ I\ 0 20 40 60
~ / -r-~...r.,
\ ~ ~
~ ~
\ ~ ~
/ i
~ l i , ~ ~
~ ~
~ Dwn/Chk
j R~ No. Date Revision
~ ~
/ \ i '~I COMMERCIAL LOTS
\ i FOR
~ i ~ ~ 10 ~ r ' ~ KILARNEY POINTS
~ ~ ~ SITUATED AT
_ 1 A ~ CARY
GARY TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
JOB 1700.50 Sheet:
_ . ov. neTF~ 20/29/2004 _ _
A$Sc) CI a a a IvRT WN BY:=-- DATE: 10/291 /2004
Huoh J. Gill KILARNEY POINTS ens walnut Street s"'t` 360
360 Cary, NO Phone [phone] Fax [phone] P.E. Seal and SignatSCALE: NONE HRZ SCALE: "=20'
I

LEGEND D A T A DATA
ECM =EXISTING CONCRETE MARKER ./DIST. TANGENT CHORD BEARING CHORD DIST,
P~ 0 DELTA/BEARING RADIUS LEN./DIST. TANG ~~G EIP = EXISTING IRON PEE ~ 21 ° 25' 30 ° 125.00 46.74 23 46.74 23.65 S 61°52'44"W 4fi,47
Q NIP = NEW IItON PIPE LNUPA ~ ~ 13°58'07" 125.00 30.47 15 PKN=PRN 30.47 15.31 S 79°34'32"W 30.40
X RD' J AND 64 ft! W =RIGHT OF WAX Q 29° 34' 13" 275.00 141- 93 72 41-93 72.58 N 78°39'18"W 140.36 z
OLp APE OLD U5 S 4 9°42'25" 1457.28 296.89 123 B.O.M. =BOOK OF MAP 96.89 123.74 S 39°02'15"E 246.59 "
WDODW7NDS D.H. =DEED BOOR Q N 20° 29' 15 "W 12.11 12.11 a
v` IND. CT. N PP=POWERPOLE ~ 5°06'13" 1457.28 129.81 64 ICJ ° `5 " 129.76 1 ° 29.81 64 95 S 31 37 6 E ,
R ~ YI=YARD INLET Q 29°34'13" 325.00 167.73 85 ~ >~P 4~,~- MH=MANHOLE e 13° 58' 07" 175. D0 42.66 21 67.73 85.18 S 7B°39'18"E 165.88 ° , ~ 42.66 21,44 N 19°34'32"E 42,56 ~
~,a~ A 0 OUt1 RCP=REINFORCED CONCRETE PIPE Q 2°21'21" 1457.28 59.92 29 a 59.92 29.96 S 45°04'08"E 59.91 0
CMP =CORRUGATED METAL PIPE 36.62 219.96 S 37°39'49"E 434,98 w
S I ~E SS=SANCfARYSEWER iD 17°09'59" 1457.28 436.62 219 it N 02°45'39" E 19.54 N. C. GRID CDDRDS. ` ~ IDFId
~ ~ 2 Q DENOTES ADDRESS f~3052 8986841 \ $ P~gb V PP 1,06 NC(MT
2 , ~IORQUND'~ ~ CURB INLET N. C. C. S. "DOL-AV 0 347,09 \ EIl'
VICINITY MAP -NOT TO SCALE 20 DENOTES LOTNUMBERS NAD 83 2, Q I% N. C. CR10 CDDRDS.
N--731,411.313 g96 CO~TOR 2''g6•B5 \ INLET E~',050,620,984 0•999gRI ~gA23"Q A,52 ~
N TB' ~ 3p \ o c
SSCACQUISl77 STATE OF NORTH CAROLINA WAKE COUNTY D.B.e2BB,P~ SSCACQUIS1Ti0N5, INC. SS MN \ 9'~p~SA B D.B. B2B5, PG. 2G5 \ 1 ~ 6 IX, 30' ACCESS 8 ro
B.M. tA88, P 1, SCOTT WILSON. CERTlfY THAT THIS B.M.1891,P B.M.f989,PG.255 S DRIVEWAYFI,SEMEM ry B.M. 1891, PG. 265 ~ ~ B,O.M.1983 PG. 1310 w PROP l' ' /
PLAT WAS DRAWN UNDER MY SUPERVIS]DN FROM PIN753.i7.2 AN ACTUAL SURVEY MADE UNDER MY SUPE$$V.7SI•BN~ PIN753.f7.21.3971 ,Y g INLET sa r O o ' ~ I , , 6'
DEED S,); TIDN RECORDED IN 800K~?_~___..~ PAGE ;THAT THE BOUNDARIES NOT i ~ , ~ ~ _ A S 6 •~r,//~, II I NEWRECOMBINED 1\ ' ~ ° ?QG~. ~otµ O b l i ti ~ .o ~ ~
SUAV-YED ARE CLEARLY INDICATED dS DRAWN FROM INFORMATION FOUNp IN DOOK_____-____, e~t~~.~'„~ 1 N 6 3B AREA=1.0989 ACRES om 3B° FES SICK G 7^^ 0,~~ 1 ` 4l, 47,888 SQ. F7 ti ~ , / 01 I ,
PAGE_____ THAT T~ RAMS OF PRECISION ~ AS CALCULATED IS L'_.IiV 4 - _ _ I THAT t ?~r"' I " 1 ' D3' P ^~6 i \ R fC~ y 1\00 f zl W ~ ~ t0 ~ I , ~ ~ '9
THIS PLAT WAS PREPARED ~ ACCORDANCE W]TH i PP P nADP INLET tt rr 5q G.S. 41-30 d5 AMENDED. I ~ ~ ~rrr692
WITNESS MY ORIGINAL SIGNA7UR ENSE ~ I I , ~ le" ACP TOP 18" ACP TDP '~I ~ ( fn ~ ~ °j ~ 0 5 ~ ~ \V 6
NUMBEpp~~ppN SgA~JTHiS _ ____DAY iIIIt i I I rr 1 OF __/!1~'~G~__~ A, D,° 2005, ~~pq ?plfq I I r~ A' ~ ~
~ H qhh I e° I I rr!3D 5 ` ~ ~ `,et Q'~ - iii I ! I ,,?t1 69 1 1 \ h ' h ~ / \ \ Sd°I I ~ ~ ~o ti • ~ F z ~ i ~ 1 ,N ~ Q 0 , \ ~ipB , 1 I ~ 7 ow \0 \ R
~r Q i~ I ~ I I ~rr 1 ~ u°I II ;a ~ nti tl v\ ° R, V OLD PIN 0753,16.21.7752 ~ ~ ~ ( ) 41 ~ h t
PROF IDNAL LAND SURVEYOR - LICENSE # 2601 Q + ~ ' i t NipETE r~~r ` 11 1 \ (OLD AREA-5,5ACRE5J I ` I ~ ,y i ~ , 9~~ ~ NEWRECOMBlNED r
I I I r~r ~ ~ 42801 I I I err ~ \ I) m 1 ^ oo'S 6 ~ rr 2 ~~45 AREA =1.1882 ACRES \ f N\ 3. 3, 51, 757 S0. F7: \
~ I i W , I ~ a~ 9 gyp I xrr 1s oY L `s o\ I 1 ~ ti~ 0 6952 !1"9I . , 2 A5,22 n~ \ y~'ry. 1~ S 58 f O .93 O .35 29 \ B G
i lS 4~fZ I ` I ,~f , I II ~ °1 IX.20'SANRARYSEWFR EASEMENT i5 MH g 63,5 ~ t26 S 12 5 / EIP PP 1 01 B.O.M. 1983 PG. 1310 • N 1 "o ~6" 2 1 ~ $ 86'33'36"W G ,n ,
p~ ~~i~LS Jt~~ I ~ it Ii o~~~,A I. SCOTT WILSON, PROFESSIONAL LANG SURVEYOR N0, L-2601 Jlgrlllllllltpt4 I ° I rl m ~ v 1 0 9.5 1 ' " RIDGE LOOP p,56~ A 9 i a~ ~ o,`$ to`'f Q 6 f KILARNEY ~ ~ ~
C TIFY 70 ONE OR MORE OF THE FOLLOWING A5 INDICATED. I 1 I li o~,x~,t A, THAT THIS PLAT iS OF A SURVEY THAT CREATES A SUBDIV]510N I I it I ~ r'y~~8~~~ DF LAND WITHIN THE AREA OF A COUNTY DR MUNICIPALITY THAT Ir -m~ ~i^ x9°1 '>r~nN~~ o ~ t c a6~.v. T o COMM is'INCafEZS rG EcRar B~s[MBrr BG PuBUC Rrw _ - - ~ l`J ti~ 1 5~"'~'B~ , ~pKE c , tia 1 OPEN SPACE. - _ I±i~ar Aewoou[~ - - - - _ c ,~~„E lJ " - D ~ ~o
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; ~ ~ it li ~ ~1 V~ B, THAT THIS PLAT IS OF A SURVEY THAT [S LOCATED IN SUCH I I II II (OLD P!N 0753.17-21-2529) 21 l \ 5~>~j9 m Z~, _Q,~Q~ACRES - T --60 wia~FEr+,~'y~?.~ Eie ab .
PORTION OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED U II ~ ~ ~ dS TO AN ORDINANCE THAT REGULATES PARCELS OF LANDI I 1 ,I I ~ OW AREA=2.2BACRES) ~ ~ y1 \ e~ HEAUwnll c~m y~ S Z 8 60.02 PJP g, g $ 6° 3 36 W 1 ~ 5 Loraf \ '1 \ ~ ~ ~ ~ 89_54-30-1' 89'22 51 W ____.J_- R08ERTM.DILLDN Ti
C. THAT THIS iS OF A SURVEY OF AN E%IST(NC PARCEL OR PARCEL5 I 1 ,I II ( 1 1 ~ ~ ~ ~ 10 SAN TRAY-SEN'Ep~6-qpA ~C6"EF'SE4ENT ~ [orso , D.B, 2908, P0, 2e7 1 \ , i ~ ~ i~ 1 FENCf I ~ 0 c t ~ PIN 75.41831-f19G \ JG..+ ~ / 3A ~ ENCRDACNIENT [orb ~ z m r I KFV7N[ANDFRSON
D. THdTATH15 PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH pS ~ ~ ,I I i--D.e.7ase.PG.xb THE REC01.93INATIDN OF EXISTING PARCELS. ACOURT-ORDERED SURVEY I I II II AO • ' 20~' i ~ _ ~ D.B. size, Pc. ms \ ~ Z EA ORAlNACp LOT4I DONNA A, MARKS R'N 159,18J1-0M9 \ ~ ' ~ i . SEI(Nr CYNTHIAP BYRUM DB. 0.78& Po. IB7 ~ .
OR OTHER E%CEPTION TO THE DEFIN]TION OF SUBDIVIStON; I I ii it E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SYCH THAT i II II is,NCaass cca¢s asedexr ' ~ ~ i i D.B. 61e0, Po. 692 ~ ° I ,pB53, ((,~5 ~5N~ ~ ~i a VI\ EM YI o vo~ PIN 769.fa21~8181 ~ i
i AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF M HERE9YAflANDONED PROFESSIONAL ABILITY AS TO PROVISIONS CONi IN iN fAl ~ I ila li nRro,n iERE51'AflAh1DONED r 1 , , i 0`t ~ ~ WITH p~ ~ ~ i a ~ rrNreafatf~9r i ~ ~ E ' ~ i' S~ \ ap-NaE I R i 'm~ 1' ~ ~ x ~ ' I ~ ~ t I 0
THROUGH td) ABOVE. ~ essRAKINC. il' I FOLD PR ! 1 II I I I OPERTY LINE 1 ~ D.B 7212 P0.127 I I 56A° \`y~ ~o$~ 1 4p=o I m
FIN 76417-iP4Bfe I I I I I 1 I ~ il'li ' EO, w+uiiMEefneD A~+~\ N~$3 ~ y~~ CERTIFICATE OF OWNERSHIP AND DEDICATION a.e .1nA a4. zzz \~`b\ m 1 A H P. v~Nrsirazts49z \ s ~ N z THIS CERTIFIES THAT THE UNDERSIGNED IS (ARE1 THE
SCOTT WILSON P.L.S. N0. 2601 I I ° it ~ I i I ~ I I I to , ~ ~ \ \\~y~\ 1 OWNER(S) OF THE PROPEATY SHOWN DN iHl$ MAP, HAV-
I ! i ~ I i NEWRECOMBlNEDAREA A,,, ~ LNG ACOUIREC TITLE THERETO BY DEED(S) RECORDED A ' r ass~a IN THE OFFICE OF THE REGISTER OF DEEDS OF WAKE
i I ; ~ =10.4414 ACRES 6TORiAWATBiMANAt~fAEN1'CEA'ffiCATE ~ W ~ VIII 455,089 SQ. FT. ~ , ~ COUNTY, NORTH CARCL]NA CA DTHEA'iIi$E AS SHOWN ~ ~ 10743 - FILED FO R ISTRATION BELCW ANO THAT BY SUBMISSION CF THIS PLAT FOR
' tlI I, 2S COLONIAL PIPELINE OI 1 CERTIFY THAT THE PLAT SHOWN HEREON ~ ~ ~ Ali Ii GASUNEF~SEMeIr 8i rAMtdvMAnoREV ~ APPRCYAL~ I IWE) DO DEDICATE 70 THE TOWN OF 2~ 'o.e. nLPO.ssn ~ ^0 CARY FOR PUBLIC USE ALL STREETS. EASEMENTS. wNrw.lazlsa~T r.,~ DATE RIGHTS-OF-WAY AND PARKS SHOWN THEAEDN FOR ALL
COMPLIES WITH CHAPTER 4.4,6 WATERSHED I ~ i II II $I PROTECTION OVERLAY DISTRICT OF THE TOWN I a ( III' ' LAURA M.RIDDICK LAWFUL PURPOSES TO WHICH THE TOWN MAY DEVOTE
OF CARP LAND DEVELOPMENT ORDINANCE AND IS I o I II° I APPROVED FOR RECORDING IN THE REGISTER OF OR ALLOW THE SAME TO BE USED AND UPON ACCEPT' ' ;KICARNEYWOODSSUBDNISION REGISTER OF DEEDS ANCE THEREOF ANO IN ACCORDANCE WITH ALL TOWN
DEEDS OFFICE. NOTICE: TH15 PROPERTY IS l z ( ill I, ~i LOCATED WITHIN A PUBLIC DRINKING WdTEA ~ ~ Ili II (OLD PIN 0753.17-21-1380) z B.O.M. 1979 PG.13B POLICIES, ORDINANC S, AND R GULATIO C - xi B.O.M. 1980 PG, 1056 KE COUN DITIONS OF THE TOWN OF CARYEFOR THENBENEFION
5U PLY WATERSHED. DEVELOPMENT RESTRICTIONS ,I it ~i APPLY r I I PP I PP it i I (OLD AREA = 3.83ACRES) r^ ~ I o ~ p.B. 2459, PG.396 ~ ~ i m _ B.O.M. 1981 PG. 201 BY OF THE PUBLIC. SAID DEDICATION SHALL BE IRREVO- h ~ LoT4z~, PUTY CABLE PROVIDED DEOICATIDNS OF EASEMENTS FOR
- ,I I I 1 1 + o cREGORrrMfw+N ~ ~ STORM DAAINAGE ARE NOT MADE TO THE TDWN OF ~ ' ~ D.B.4f}3,PG.311 TIME ? ~ CARP 8UT AAE [R V C Y
STORM WATER MANAGEMENT ENGINEER DATE I I yl II 1 I ' Iar CPSL EISEM@If I I IW~ ( I ° l i ~OUNDATI6~ ' c+ ~ aNrss.razfsz49 OWNERS OF ANY AND ~LLBPAOPERTIE6 SHOWNUHEREONNT 0~ ' ; FOR THEIR USE AND BENEFIT, ALSO. ALL PRIVATE
ICPdIOWG.NO.RW-631)01 I I ( t{II I~ ~ TO BE i ~°iu ICPdI DWG. N0. RW-0567) i I 1 I I I i REMOVED 1 ~ i z I i ~ STREETS SHOWN ON THIS MAP. 1F ANY, ARE TO BE + ~iw AVAILABLE FOR PUBLIC USE.
II II 1 rw I I ( I L..o~•°, 214. rl I I I ,J z, o
C211FiCATE OF APPROVAL FOR ~i.' DY1Q 1 l I , I I 1 ~ ~ ~ I I I III I~ 13 NOTE: 8 0 G ~ o LDr41 THE BUYER OF L(7T a WILL PROVIDE STDRMWATER TREATMENT' O K 0. ENO
1 hereby certify that the subdivl5ion plat shown hereon has been i 1 Ill II E%iSTiNG r found to aorrply with the subdivision requlatlone of the Town of Cory I III I Cary FOUNDATION ~ INC , WURIEROVER70N AND RETENTION FOR LOTS 1 AND 2 SUFFICIENTTO ACCOUNTFOR f I ON I D.B. 4D9e, PG. ne E I vIN753.1azf-914e A TOTAL OF48;009 5Q, FT, OF 1MPERVIQUS.AREA ON LOTS 1 AND 2
with the sxceptlon of such vorlanaes. If any, and conditlans of '-tl'0"I _ _ 1 TO BE DOPraval as are noted In the minutes of the Town Cauncll and/or the ~ ! 1100' Ili I ' 10-- _ _ _ ~ ~ REMOVED ED ; _ INACCORDANCEWITWRULESOFTHENCDENRANOTHETOWt10F'. SI ATUREISI OF OWNER(S)
Zoning Board of Adjustment and that has been approved for recording IPA N BUFFER LD PROPERTY LINEI 1 "1-~- - In the office of the county register of deeds, I ~ I I I' j i 1 ' _ go' s~W~R`s WATER EasEMFNT CARY LDO. LOT 1 AND 2 SHALL NOT DEVELOP AVER 70~ IMPERV)OUS ' __B.D.u, TBT9: Ps`.'I3e SURFACEAREA. ,r, ~1~MtI'e--
~l° I t ~ I I I I REFERENCES PRINT OWNER'S NAME.
- - ~5 1 I w + '11 III - - - ~ POND ~ III I Dir ctor of Planning Dote / I 1 Z 1 rl° I I I W I I I 10r4o B.O.M. 1979 PG. 138 DANA S. BORGER
I ! w I Iii duD1>Na DARacuolD B.O.M. 1980 PG.1 D56 weT9~sr z~i.a'aa9 B,O.M.1981 PG. 201
~1 I M I Ili~l I B.O.M. 1983 PG. 1310 NOTES
I I ,j 1i (OLD PIN 0753,17.211085) G~ I I I ~ I 1, ~ O.B, 2736, PG, 4&5 (OLD AREA = 2.0 ACRESJ B.O.M. 1989 PG. 754 1. ALL DISTANCES ARE HORIZONTAL GROUND DI5TANCES.
I I I I ~ ICPAL DWG. NO. RW-A52E9) ATE OP APPROVAL AKl ACCEf?ANCE Op E1Et%CATIONB ~ I I ~ ~ I I ° I I TRUCrRUNaNGUrEro D.B. 4682 PG, 798 SfCEAREAS
.e1 ~ I L O r l I I, ~ __I~lL2__~~_._~~` _ Toerr~etertc%Oeputy Town Clerk I I ETP LOT 1 =1.0989 ACRES 2. AREAS COMPUTED BY COORDINATE GEOMETRY, PlN161.1&20fiAk D.B. 10852 PG. 2125
of Cary. N. C.. do certify tho the Town of Cory approved this I I ~ II I WIRE FENCE plat or map and accepted the dedication of the streets. easements I 1 ~ II ~i N 86'03'Oq~' W ~ SO4,gq I B[ LOT 2 =1.1882 ACRES 3, THIS SURVEY WAS PREPARED WITHOUT THE BENEFfT OF 80UNDARY INFORMATION TAKEN FROM MAP A TITLE REPORT AND MAY BE SUBJECT TO ANY MATTERS
rights-Df-way. and public parks Shown thereon. but assume no I ~ , , responsibility to open or maintain the same until In thB opinion ~ I LDT31 , LoT36 , Ern ENTITLED "BOUNDARY SURVEY OF CARY PARKWAY LOT 3 = 10,4474 ACRES THATA FULLTITLESEARCHWOULD DISCLOSE,
HOWAROE 441LLEY ' JAMESR.I9RIGHi JR LOT36 LGT7T I of the governing body of the Town of Cary It is In the public , , ~ I i p.8.5910, Pa. 880 D.B.5167, Pa. 393 REBECCA LEONARD JOHN N. BRYANT Interest f0 d0 SD• WN783.17.20LA22 PIN 763,17-2a1A91 , D.B. 8877, PD. 2178 O.B.B2H,PG,2007 DOND'NFALT16Kl$J I ASSOCIATES, II PROPERTY" DATED 6-12-01 AND OPEN SPACE = 0.3073 ACRES R/W =0.5652 ACRES 4. PROPERTY 15 SUBJECTTO UTIL(iY EASEMENTS OF RECORD, [orse PREPARED BY KENNETH CLOSE, INC.
, RNT641r-2a2B22 , P1N763,17~20.ie1B 6.B.r776,w.ne Doroo~NEU.ncxiE,~R. TOTAL =13.607 ACRES 5, COLONIAL PIPELINE COMPANY GATE VALVE EASEMENT IS RECORDED D.B, r33A Ro. ne IN D.B, 3969, PG. 342,
is ' nINT64n.2a.+eaA ' nlNr9en•za.+eoe 6. ZONING: ORD-CU
Tc~arr-E~krh-or Deputy T wn C I r Oate ~ 7, NEW IRON PIPES 5ET AT ALL NEW lOT CORNERS,
KILARNEY WOODS SUBpIVISION 5 ~A~ E ; ~ - ~ Q Q' OWNER 8. N.C, GRID TIE BY OTHERS
B.O.M. 1984 PG. 522 C LBJ !CARY ASSOCIATES, LLC 9. THERE ARE NO FEMA DESIGNATED FLOOD HAZA RD AREAS
30 DAY RECORDING LIMIT 0 0 50 100 zao 3DO 4DO P.O. BOX 1158 ON THIS SITE, SEE FEMA'S FLOOD INSURANCE RATE MAP CARY, N.C. 27511 N0.37183C0482 E WftH EFFECTIVE DATE OF MARCH 3, 1992.
TH15 PLAT NOT TO 8 R CORDED
AFTER .1Ya_ DAY OF AO~s 1 COPY TO BE RETAINED fOR THE
Tfiis'PLAT iS IV)]N i IDUT DF THE RECORDED I N BOOK OF MAPS 2005, PAGE y WAKE CQUNTY REGISTRY. TOC # 04-SB-025
CITY LIMITS. O~•4(r{a CA~I~x TOWN OF GARY HTE# _1k-_ COUNTY TRACKING # ~1_-_
• BASS NIXON & KENNEDY INC. SURYEYED BY ~ ~ RECOMBINATION AND RAW DEDICATION P1AT SHEET
REYlEW 01=FNS3i CE3TNRCATE GINEERS LILTING EN DRAWN Y CONS B fOR PROPERTY Of ~
BTA~ CAAOLJNA COUNIY OF WAKE .6310 CHAPEL HILL ROAD, SUITE 250 PM
1. ~ ~ REV{EW OFFICER OF GARY, N. C. IN WAKE COUNTY, CAROLINA 27607 ~ ~ RALEIGH, NORTH CHECKED BY
CERTIFY THAT T MAP OR PLAT TD WHICH TH 15 CERTIFICATION IS AFFIXED S ALL STATU ORY AEOUIREMENTS FOA RECORDING. f ,10405E LIGON MILL ROAD sw KILARNEY P~INTE
WAKE FOREST NORTH CAROLINA 27587 OF 7
REVI w OFf1 R'S SIGNATURE DATE ,TELEPHONE; 19191851-4421 OR ~800~35A~-1878 °ATE 1
RED/. DATE DESCRIPTION FAX: [phone] {Ral.}, (919570-1362 {WF} 02-2405 CARY WAKE COUNTY N.C.
Job Number r:/2O05Jobs/05098 Kllarney Point/Survey/Plats/Reoombinatlon 6 RW.dgn

Y
~ AS NOTED ON RECORDED MAP B.O.M. 2005 PG. 0501:
THE BUY OF LOT 3 WILL PROVIDE STORMWATER TREATMENT
AND RETENTION FOR LOTS 1 AND 2 SUFFICIENT TO ACCOUNT FOR
1 11 it A TOTAL OF 48,009 SO. FT. OF IMPERVIOUS AREA ON LOTS 1 AND 2
IN ACCORDANCE WITH RULES OF NCOENR ANO THE TOWN OF
CARY LDO. LOT 1 AND 2 SHALL NOT DEVELOP OVER 70~ IMPERVIOUS
_ / SURFACE AREA.

TOTAL IMPERVIOUS AREA-28,355 S~.FT.
I

\ \ II ~ OWNER INFORMATION: LOT AREAS:
i- ~ L LBJ/ CARP ASSOCIATES, LLC LOT 1- 1.0989 ac.
_ ~ ~ \ ~ I ~ P.O. BDX 7158 LOT 2- 1.1882 ac.
~ ~ ~ , ~ I CARY, NC 27511 I\ ( J INFORMATION TAKEN FRDM B.O.M. 2005 PG. 0501
\ _ ,
- ~ ~ _ _ - - ~ / LOTS 1 AND 2 ARE ZONED COMMERCIAL
\
, ~ I
NOTE:
~ \ ~ I I~ ALL DRAINAGE FOR LOTS 1 ANO 2 WILL TIE TO LOT 3 DRAINAGE/TREATMENT SYSTEM.
- - - _ ~ - , J
~ - ~
\ !
LOT 3
i - / ~ \ /l ~
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W \ / i ~ I I No. Date Revision Dwn/Chk
~ ~
COMMERCIAL LOTS
\ \ j ~ ~ FOR
10 ~ , r KILARNEY POINTE
~ I \ ~ SITUATED AT
1 A ~ CARP
CARY TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
JOB 1700.50 Sheet: _
C i and H aSJ c> C i a `41'a s DSN/CHK BY: DATE: 10/29/2004 0 DWN 8Y: DATE: 10/29/2004 LT
KILARNEY POINTE H u Ig h `J G i I I oa.~ 4a c: Cary, NO Phone= [phone] Fax- [phone] P.E. Seal and Signature IVRT SCALE: NONE HRZ SCALE: I"=20
875 Walnut Street Suite 360 Cary,

LEGEND
P~ ECM = EXLSTING CONCRETE MARKER OPT O DELTA/EIEARING RADIUS LE QATA _ _ RADIUS LEN./GIST. TANGENT CHORD BEARING CHORD GIST.
p~tV EB' = EXLSTING IItON PIPE 1 21 ° 25' 3 " 125.00 46.74 23.65 S 61°52'44"W 46.47
NIP = NEW IRON PIPE O 0 12 5 , 00 LPORp ~ 13°58'07" 125,00 PKN =PK NAII, 125.00 30.47 15.31 S 79°34`32"W 30.40
RO' AND 64 3 29°34+13" 275.00 APEX us t RIW=RIGHT OPPJAY 0 275.00 141.93 72.58 N 78°39'18"W 140.36
OLD OLD B.O.M.=BOOK OP MAPS Q 9°42'25" 1A57.28 , 1457.28 246.89 123.74 S 39°02'15"E 246.59 ~
WOODWINDS D.B.=DEED BOOK Q N 20°29'15"W n 12.71
s~ 1 N0. CT. pP =POWER POLE ~ eQ 5°06 13 1457.28 ~AV v~ YI=YARDWLET ~ 29°34'13" 325.00 A 1457.28 129.81 64.95 S 31°37'56"E 129.76 ~ o`
325.00 167.73 85.78 S 78°39'18"E 165.88 2 0 ,
'dAD~ A MH_MANHOLE O 13°58'07" 175.00 DUB RCP - REWFORCED CONCRETE PIPE ° 175.00 42.66 21.44 N 79°34'32"E 42.56 i 1457.28 59.92 29.96 S 45°04'08"E 59.91 n
~ CMP = CORRUGATED METAL PIPE Q 2 21 21 14 57.28 S I T'E SS-SANITARY SEWER ID 17°09'59" 1457.28 0 1457.28 436.62 219.96 S 37°39'49"E 434.98
II N 02°45'39" E 19.54 19.54 M.C. GRID CDDRDS. 9 1d °j
31 2 ~ DENOTES ADDRESS N=731, 976.150 HtiID P f~, 051, 898.84 } 1 PV \
D\ ~ PF ~D6 HCDDT N.AO.S. "001=W20" Dy~(GROUN ~ CURB INLET
VICINITY MAP -NOT TO SCALE 2Q DENGTES LGTNUIvIBERs NAD B3 2,941• EIP N. C. GRID CDDRDS. B5r 6 I~
4 pON1a1NED 346 cURe N=731. f1 3f3
ES?,050,620.9B4 D•g99GA~D Fa23~E 2~ A\ INLET 1~ 1 N 7B°D4 ~pA•5~ \V
STATE OF NORTH CAROLINA WAKE COUNTY s c l I 'SAE \ SCA QD$IAGN$,INC. 55 MM \ y V 6
1. SCOTT WILSON. CERTIFY THAT TNIS D.B. 8285, PG. 205 \ 6 8.M.1AB9,P0.255 7 I ~ EC3D'ACCESta
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPS V N. B.M. 1991, PG. 255 ~ DRMEWAY FASFMENi I ~ ~I B.O.M. 1983 PG. 1310 \ - DROP PIN 753.17.21,397! -,Y 5 -y
DEED S,J; TIDN RECORDED IN BODK~~~_. PAGE ;THAT THE BOUNDARIES NDT ~ O , ~ INLET ~ '~i I I ~ /'\0 p i
SURV YED ARE CLEARLY INDICATED A5 DRAWN FROM INFORMATION FOUND IN BOOK__________. ~fl! ,+I„o a l j NEWRECOMBINEO ,ti ~ o O 1~ ~~1+' ~ I 1 N 6 3g 8 AREA=1, 0989 ACRES / ~ "SIGN '0 ~ U
PAGE~________; THAT 7 RA~T18 OF PRECISION AS CALCULATED !S 11_•~ 3?_____.__.,___t THAT . ~ I ~ ar,5ea sQ. ~T: o o ,P I~ ~ ,03„ Ati~TO' , ~ ~ Otis
THIS PLAT WAS PREPARED ~ ACCORDANCE WITH G.S. 41-30 AS AMENDED. II PP p I I DROP INLET DROP INLET 1 -?"-ice 4 ~~I I x ~ ~ 10 p s 0 , + r 5 I I 1 9 ~ I N
I I I WITNESS MY ORIGINAL SIGNATUR'' ENSE ( I NUMBE[~~,LS~A~JTHIS _ ____DAY I I I r.Er -~r~692' Z~I q I ~4 i I A 'b \ ~ ~ ~ `
OF _ +II ~ A. D, . 2005. ~~~n?t1~El!R~p~ttgttl I ( I r' Af ~ V IB" RCP TOP ~jl ~ 1 ~ , ~ ~5~ ti dE \
~i~ a~ ~ yi I I I rrr~ 69 ?~3~ 5 ` \ QDI I I ~6 ~ h ~ ~ ~ 5~ ! \ 8A
w/ r ( ~ PROF ZONAL LAND SURVEYOR - LICENSEtl#~z6D1 y~ r r 1 ~ol I d ~ ,~E 4G " \ l~ 'Ag
Q r I i I ~ eE FCIy05 'rrrr i I I MS /,,.rr \ (DLO PIN 0753, f &21.7152) ~ ~ I ; ,1 ~ , A D~ v o \ ~1 I / h EI' \
I I I (OLOAREA ,SACRESJ I m ~ 5 ~ v \ \ I N 1 '9 T Q • 9M~ , NEWRECOM&INED \ PP
r ' L 9~~y, Q ~ I ~ I /'',..,r + "V ~ ~ ( ~Y I\ I ~ I ~ Oo s B ,1 2 ~~pa / AREA -1.1882 ACRES 1 `x o\ 1 j , N~ o~ 9s2 'I• s~ 51, 757 SQ. FT. 2 \ ~
S ~UR~`~~ c I r'~I' I C o~~~v, 1 2 S '811 "f i ~ ~ q6,2 2guw v 5 ~ 5~~. ~ IX.20'SANIiA Ry SEWER EA3fMENi SS MN g 63,E " 120.93 g5 \
L SCOT I ¢~~lb l~llt.5wv~~`` I ~ it I T W LSON PROFE5510NAL LAND SURVEYOR ND, L 21;01 24'hA111111Up14v I ~ I II I ~ C TIFY TO ONE DA MORE OF THE FOLLOWING A5 INOICATE.D. II l \V B.o.u.lruaPC.l31o o l~'o •'6 527 ~ : S 86'33'36"W 512°CRES ~ EIP PP y ga i A ~'°q~8 1trw~ ~°'i7 w e Sg T f KILARNEY RIDGE LOOP 0.56 ~ ~ `
A. THAT THIS PLAT IS DF A SURVEY THAT CREATES A SUDDIVI510N ~ ~ ~I II OF LAND WITHIN THE AREA OF A COUNTY OA MUNICIPALITY THAT II ~"~,~1~°I'\i ,~SN~f1n~,~~o, ~ 4 c?EF'~ ~ 1 0 COMM rs'INr~a Ecr+asPnsEMEVr SaPUBUCww __--n y ~ ~~o'ti~
HAS AN ORDINANCE THAT REGULATES PARCELS OF LANDI I I y ~I B. TNAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH I I ,I II ~ ~ o OPEN SPACE _ _ nawDOUiD ~J' s~~9~`'. ~ a 41 Q~ ACRES _ - - 'rr~Bb~33'3b"E X0'0 _ _
PORTION DF A COUNTY OR MUNICIPALITY TNAT IS UNREGULATEp I I II li (OLD NIN 0753.17-21-2529) A5 TD AN ORDINANCE THAT REGULATES PARCELS DF LANDI I I it l H" - _ , -FEN` ~p 0~ 1-2529) 21 1 6~ HEADWALLc m 1Z IP60,02 EIP IRE E8 A ~ \ 1 ~s~~„ 9.9 S 6'3 36"W 16G ~J.2- ~ i0i6f
C, THAT THIS IS OF A SURVEY OF AN EXISTING PARCEL OA PARCELS I I II II (pLD AREA =2,2BACRES) OF LANDI I I D, THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS I 1 it I'---D.e,aaaa,ec,osd iCRES) - ` \ 4, , i $-89E54'-3o-O'~J'sall rAliY~sE~A-5ry ~Wy 8~--" - ROEB7rMD1(LON 'Qy \ ~ ' ~ ' i~ ` FENCE ~'~ETSEIENi ~ D.8.1ro0.P0,1e1
THE RECOM9INATION OF EXISTING PARCELS. A COURT-OgOERED SURVEY I I I~ ii OA OTHER EXCEPTION TO THE DEF1NiTIDN OF SU80I41S[ONt 1 A' I~ ENCROACNIENT i Doc ~ LDrw I wN7317B51-rsc ~ _ , i r KfVINLANOERSON 1 r~ AO' ~ 10~ tone 2 m i
E, TNAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT ~ I it li uvNc I AM UNABLE TD MAKE A OEIEAMINAT[ON TO THE BEST OF MY \ ~ 2 ~ ^ EAS A4lNACE (OT 41 ' DONNA A. MARXS ' "N T p HN ~5 i ~i' f''ENr ctt?Il1uP.BYRUM D.e.wedao.l6T Xr~~y 59.}6JI-0N6 1s'INGRESS a £CRESS FASHAFM ` ii VI \ EM rl o ~ c o O.B. 6180, P0. 652 PIN763.fB11blB1 N ~ ° ~
PROFESSIONAL ABILITY AS TO PROVISIONS CONT INE~IN (A1 I III II n~l~ I THROUGH fD> ABOVE. / eesPA INC. I I II i I' HFRfBI'ASANDONED i ~ ,Q2 \ ~ WITH ~ o~ ~ i 2m~ ~ wNTazlHZrawT i ~ ~
~ D.d 7Pi2 P0.117 I ( II I I I FOLD PROPERTY LINE) , i .12 \ P-\wEIR _ 'm 1 ten,. ~ i IE-) ' 5 6A ~o,P' \ z ~ '1 I >r ~ i o I I ~ ~ ~ I
WN733.]7d44B16 ~ i jia I ~ j ~ I 11111 (cru \ PoB~ ~~x; ~ E~ A7(I IIYE. BFiIRD A AA L~~; i D.8.1T.6,P(t„ 71 ~ m ~ ~ ain CERTIFICATE DF OW'NERSHIP AND DEDICATION
SCOTT WILSON P,L.S, ND. 2601 I I W III II I N I IIII I, ' vw 7538.115/82 \ 9, \ ~ s ° z ' ~ ~ A`I" \ ~ THIS CERTIFIES THAT THE UNDERSIGNED IS IAREI THE
I ~ I dell I 1 I NEW RECOMBINED ARf C{ny~~A ~ OWNER! 5) OF THE PROPERTY SHOWN D WRECOMBINEOAREA , ,p N Tests MAP, HAV- ~ t1 ING ACGUIRED TITLE THERETO BY DEEDlS) RECORDED
d o I =10.4474 ACRES eTORMIWATE9i MANAC&,4E8TI' CE9TTf'ICATE ~ W ~ V I I I 455,089 SQ. fT, =10.4g74ACRES ~ ~ 6ss w IN THE OFFICE OF THE REGISTER OF DEEDS OF WAKE 455,osssq.FT, ~I (Dru FILED FO R cacNTY, NoRTN caR~uNA aR orHERwtsE As sHOwN
I i°,4 1 II I l i 25 COLONIAL PIPELINE I CERTIFY THAT THE PLAT SHOWN HEREON d, I I cAS LINE E45P1,i@~II COMPLIES WITH CHAPTER 4.4,6 WATERSHED I ~ I ill l rnM.uv,wwDAE1' ISTRATION BELCW A1,D Tr~AT BY SUBMISSION DF THIS PLAT FOR 'D.B.entPo.z6n Q APPA04AL, ! (irE; CO DEDICATE TO THE TOWN OF
PROTECTION OVERLAY DISTRICT OF THE TOWN III ll OF CRAY LANG DEVELOPMENT ORDINANCE ANO IS ~ ~ ~ da II 8~ wN7w.rs2r533,..: - DATE CARY FGR PUBLIC USE ALL STREETS. EASEMENTS, ' RIGHTS-OF-WAY AND PARKS SHOWN THEREON FOR ALL
APPROVED FOR RECORDING IN THE REGISTER OF o II II OEE05 OFFICE. NOTICE: TH15 PROPERTY IS _ . LA AW URA M. RIDDICK L FUL PURPOSES TO WHICH THE TOWN MAY DEVOTE ` ;KICARNEYWOODSSUBDNISION REGIST DR ALLOW THE SAME TD BE USED AND U ON
LOCATED WITHIN A PUBLIC DRINKING WATER I Z I ill II SU PLY WATERSHED DEVELOPMENT RESTRICTIONS I I ~~i I~ (OLD PIN 0763.11-21-13A0) ER OF DEEDS P AccEPT- 90 - B.O.M. 1979 PG. 138 KE COON ANCE THEREOF AND IN ACCORDANCE WITH ALL TOWN B.O.M. 1980 PG. 1056 POLICIES, ORDINANCES, ANO REGULATIONS DR CON-
APPLY I I 1 1 I y i I I PP I PP I I I (OLD AREA = 3.83 A CRESJ ' m B.O.M. 1981 PG. 2(11 gy DITIDNS OF THE TGWN OF CARY FOR THE BENEFIT :S~ _ _ ~or,z, OF THE PUBLIC. SAID DEDICATION SHALL BE IRREVO-
- -----------rR(__- 3~Iq~o~ I I I Ili (I D.8.7159.PG.396 STORM WATER MANAGEMENT ENGINEER DATE I I ql li 1 f-~ ~ ~ ~ GREGORVLMFLVIN PUTY ~ i ~ m Du+r1s,PG.01: T1 ~ ~ ~ CABLE PROVIDED DEDICATIONS OF EASEMENTS FOR
Iar CP6l EA5EM@11 I I IW' E l a l( j E%I STINI I EXISTINC7 HN7w.1&215716 ME ~ STORM DRAINAGE ARE NOT MADE TO THE TOWN OF CARY BUT ARE IRREVOCABLY MADE TO THE SUBSEQUENT 7FOUNOano~j ~ a
ICP6LDWG. N0. RW-634761 I I 1 ~{I I I I 1 DUTDD 6EI I (CP6L DWG.NO.RW~DSD>) I ( E II I I ~ REMOVED TD 8E i "~w OWNERS OF ANY AND ALL PROPERTIES SHOWN HEREON REMOVED 7 ~ FOR THEtA USE AND BENEFIT. ALSO. ALL PRIVATE 7 ~ r
I I I I I 1 I I 1 i~j li L..... CERI6RCAT2 of APPROVAL FOR IiFCOtiDPiG I I I" I I STREETS SHOWN ON TfiIS MAP. IF ANY, ARE TO 8E z;~ p - AVAILABLE FOR PUBLIC USE.
I hereby certify that the subdlvlslon plat shown hereon has been I I i ilk h~ ~'w 'i3 in NOTE;
found to cosply with the Bubdlvislon requlat(ons of the Town of Cary I 1 III I EXISTI with the exception of such variances. If any, and conditions of I i I "rlvl-1 FO TO BE EXISTING ~ o LO 41 THE BUYER OF LOTS Will PRQVIDE STORMWATER TREATMENT BOOK o. cE No. ~ uuwexov,:RmN ~-1 FOUNDATION i ~ D.B.,oec, Po. ne AND RETENTION FOR LOTS 1 AND 2 SUFFICIENTTO ACCOUNT FOR
aDDrovcl as are noted In the minutes of the Town Council and/or thB I I 10D' ll' I ~ ' i 1 REMOVE Zoning Board of Adjustment and that has been opproved far recarding IPA A I 1 TD BE l PIN763.fa}2/-5116 7 ~ REMOVED ' ATOTALOF48,009SQ.Fi.QF1MEERVIOUSAREAONLQTSIAND2
In the office of the coun,y register of deeds. I BUFFER OLD PROPERTY LjNEI " ~ -j-.,-._.,,_,• I I I I ' IN ACCORDANCEWITH RU1ES OF THE NCDENR AND THETOWN OF ' S I ATURE 15) DF OWNER! S ) i '7-,- , M ~ _ _ 20' sENEA S^wnTER ~A`sE1~NT CARY LOO, LOT I AND 2 SHALL NOT DEVELOP OV 7
j f ~jI1~~ I l u I 1 - - - t~'-1- VW I I I III I I ~-•1 ~ ~ _B. D. M. 1919^p~; 158 ER O~IMPERVIOUS --7 SURFACEAREA. ~ ~ REFERENCES ~ 1~Z+OMfGIt-
PONE W III It Dir ctor of PIDnnlnq Date ~ I I ~ ( I I II I I ~ I ill PRINT OWNER'S NAME; Lora B.O.M. 1979 PG.138 DANA S. BORGER
I I ( 111 I duomla cARaccra0 B.O.M. 1980 PG. 1056 D.B. 5301, PG. 127
I a I Iloq I I #I ilu~l P1Nr57.r~z1.5o3a B.O.M. 1981 PG, 201
I I I ,I ~ (OLpP1N0153.17.21~1085) B.O.M.1983 PG.1310 _
o`'4r I I I ~ I , i I o,e, v3e, PG.1es (p(,D AREA = 2.0 ACRES ~ I l gD~ I l l i (CP6L DWG. N0. RWAS1bB( J ATE OP AJ'f'ROVA<. AND ACC~I'ANCE OF C~IGATIONB I I I I ~ B.O.M. 1989 PG. 754 NOTES
I, ~w /1 I 111 .Il? I~ _ ~Lr1__(„_'__ST_~ _ Teput Town Clerk I TRUCrn`uNONDUY~ D.B. 4682 PG, 798 SITE AREAS 1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. °vw uiazoa9~e D.B.10852 PG. 2125 LOT 1 =1.0989 ACRES 2. AREAS COMPUTED 8Y COORDINATE GEOMETRY.
of Cary. N. G.. do certify the the Tawn of Cary opproved this j j ~ ~ I I WIRE FENCE plat or map and accepted the dedicotion of the streets, sasements~ I I i~ ~i N 86'03'Opf~ W BOUNDARY INFORMATION TAKEN FROM MAP LOT 2 =1.1882 ACRES 3, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT QF
rights-of-way, and public parks shown thereon, but assume na 4 1 I 504.9 I ...°r'"°..-- j responsibility to open or maintain the same until in the opinion I i LoTat , Lor36 ~ 1 B>P ENTITLED "BOUNDARY SURVEY OF CARY PARKWAY LOT 3 = 10,4474 ACRES A TITLE REPORT AND MAY BE SUBJECT TO ANY MATTERS
of the governing body of the Town of Cary it is in the public , , HOWARDEIMLLEY ' JAMESR WRIGM,JR LOT36 LOT31 I interest to do so, ~ D.&3.418, Ra. eAB D.B.5f6T. Pa. 393 REBECCA IFONARD I lONN N, BRYANT OPEN SPACE=0.3073 ACRES THATAFULLT(TLESEARCHWOULDDISCLOSE. (Dr3r ASSOCIATES, II PROPERTY" DATED 6-12-01 AND RD toNNN.BRrANr LDr3e 4.PRUPERTYISSUB
PIN 76J.ii•ZO~OB21 PIN 713,17-10.1881 , D.B. e677, PG. N76 O.B, 8111, PG, 1007 I PIN163i7.141618 i gN76,A11.24J818 PREPARED BY KENNETH CLOSE, INC. R/W = 0.5652 ACRES JECT TO UTILITY EASEMENTS OF RECORD, 76 O.B, 81,1, PG, 2007 DON D'NBAL 7ICXLE, JA _ S,COLONIAL PIPE E ~ PIN T6a1T'2wBte ' D.B. TB3A PD. ne TOTAL -13.607 ACRES LIN COMPANY GATE VALVE EASEMENT IS RECORDED
(.(i(„(I(/ ~ i~o~;-Ei~-o'- ~S QS I r Deputy T wn CI r Dote ~ PI"783.'7'1°'60° IN D.B. 3969, PG. 342,
~ 6. ZONING: ORD-CU
KILARNEY WOODS SUBDIVISION
B.O.M, 1984 PG. 522 S CA~ E ~ ~ = ~ OO ~ OWNER 7, NEW IRON PIPES SET AT ALL NEW LOT CORNERS. LBJ / CARY ASSOCIATES, LLC 8, N.C. GRID TIE BY OTHERS
30 DAY RECORDING LIMIT 9. THEREARE NO FEMA DESIGNATED FLOOD HAZARD AREAS 0 5o I oo zoo 30o qpp P.O. BOX 1158 ON THIS SITE, SEE
THIS PLAT NOT TO B R CORDED AFTER PAY OF ~~~d~ a.4~'S CARY, N.C. 27511 FEMA'S FLOOD INSURANCE RATE MAP
1 COPY TO BE RET//AINED FOA THE N0, 37183C0482 E WITH EFFECTIVE DATE OF MARCH 3, 1992.
rr+is PLAT ]5 f?lIN i lour aP rHe RECORDED I N BOOK OF MAPS 2005, PAGE CITY LIM]TS. gg.a~'10 CA116i 15, PAGE WAKE COUNTY REGISTRY.
TOWN OF CARP HTE# _°,k__ COUNTY TRACKING # L TOC # 04-SB-025
• BASS NIXON & SURVEYED BY KENNEDY IN C.
REYIEW Cii9C031 CEfils•TCATE ~ RECOMBINATION AND RAW DEDICATION PLAT
BTA~ CAACX.INA COtMIY OF WAKE C4NSULTI SHEET NG E NGIN EERS DRAWN BY fOR PROPERTY Of
1, ~ ~ REVIEW OFFICER DF GARY, N. C. IN WAKE COUNTY CERTIFY THAT T MAP DR PLAT TO WHICH TH15 CERTIFICATION IS AFFI%ED •6310 CHAPEL HILL ROAD, SUITE 250 PM ~
5 ALL STATU DRY REQUIREMENTS FOR RECORDING. RALEIGH, NORTH CAROLINA 27607 IL~~/ ~'l~.~ ~(°JE,~ CHECKED BY 9
I .10405E LIGpN MILL ROAD WAKE FOREST, NORTH CAROLINA 27587 SW KILARNEY POINTE
REVI W aFF( A'S SICNATDRE DATE OF TELEPHONE, (919(851-0422 OR [phone] DATE
REEL. DATE DESCRIPTION FAX; [phone] ?Ral.~, (919?570-1362 ~WF) 02-24-05 CgRy 1
Job Number rt/2005Jobs/08098 Kllarney Point/Survey/Plats/Reoombinatlon 8 RW.dgn WAKE COUNTY N.C.

I ~ AS NOTED ON RECORDED MAP B.O.M. 2005 PG. 0501:
THE BUY OF LOT 3 WILL PROVIDE STORMWATER TREATMENT
AND RETENTION FOP LOTS 1 AND 2 SUFFICIENT TO ACCOUNT FOR
~ \ ~ A TOTAL OF 48,009 S~.FT. OF IMPERVIOUS AREA DN LOTS 7 AND 2
IN ACCORDANCE WITH RULES OF NCDENR AND THE TOWN OF
I \ ` - CARY LOO. LOT 1 AND 2 SHALL NOT DEVELOP OVER 70~ IMPERVIOUS
/ / SURFACE AREA.
1 _ _
- - ~ - TOTAL IMPERVIOUS AREA-28.355 SO. FT.
\ ~ ~ \ \ I ( /
i
l ~ I I ~ OWNER INFORMATION: LOT AREAS:
~ ~ ~ LBJ/ CARY ASSOCIATES, LLC LOT 1- 1.0989 ac.
_ - ~ \ ~ ~ ~ \ ~ ~ I ~ P.O. BOX 7158 LOT 2- 1.1882 ac.
~ ~ ~ ~ ~ , J I CARP, NC 27511
\ INFORMATION TAKEN FROM B.O.M. 2005 PG. 0501
\ - -=f_. - ~ \ ~ ~ LOTS 1 AND 2 ARE ZONED COMMERCIAL
~
_
~ ~ \ ~ ~ ~ / r
\ ~\1 ~ I I gLLEDRAINA6E FOR LOTS 1 AND 2 WILL TIE TO LDT 3 DRAINAGE/TREATMENT SYSTEM.
~ I

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~ ~ ` 1~ BUFFER IMPACT AREAS
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\
~ / ~ ~ ~ COMMERCIAL LOTS
~ - i ~ 10 ~ ~ /r KILARNEY POINTE
SITUATED AT
19A ~ CARY
' CARY TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
JUD A. 1/VV.:JU r- r- L.
n~J A~,ssc>c:iEkte~s DSN/CHK BY: DATE: 10/29/2004 DWN BY: GATE: 10/29/2004 LT
KILARNEY POINTE H ugh J. Gille 360 Cary, NO Phone [phone] Fax= [phone] P.E. Seal and Signature VRT SCALE: NINE HRZ SCALE: 1"=20'
875 Walnut Street Suites 360 C
L
I

LEGEND D A T A
ECM = EXLSTING CONCRETE MARKER ~ pELTA/BEARING RADIUS LEN./DIST. TANGENT CHOF apt' EIP = EXLSTINGIRONPIPE ° 23.65 S 6 TANGENT CHORD BEARING CHORD DIST.
0~~ 0 21 25 30 125,00 46.74 23.65 S 61°52'44"W 46.47
RA NCP=NEWTRONPIPE ~ 13°58'07" 125.00 30.47 15.31 S 7 15.31 S 79°34'32"W 30.40
LP 64 PKN =PR NAII. , 29°34'13" 275.00 141.93 12.58 N 7 PD' AND RIW =RIGHT OF WAY 0 12.58 N 78°39'18"W 140.36 ~ ?
p AF6X Lp US 1 BPS ~ 9°42'25" 1457.28 246.89 123.74 S 3 OL 0 B.OM. =BOOK OF 123.74 S 39°02'15"E 246.59
WOODWINDS D.B. =DEED BOOK ~ N 20° 29' 15 "W 12.71 0
s IND. CT. PP=POWERPOLE Q 5°06'13" 1457.28 129.81 64.95 S 3 N 64.95 S 31°37'56"E 129.76 2 0 85.78 S 78°39'18"E 165.88
-{fin YI=YARD INLET Q 29°34'13" 325,00 167.73 85.78 S 7 ~ ~P ~'P~ MH=MANHOLE ~ 13° 58' 07" 175, 00 42, 66 21.44 N 7' z 21.44 N 79°34'32"E 42.56 a
Ot1VlP~ ~ RCP=REINFORCED CONCRETE PIPE y 2°21'21" 1457.28 59.92 29.96 5 4! 29.96 5 45°04'08"E 59.91 m
0 METAL PIl'E 7- CMP=CORRUGATED 1D 17°09'59" 1457.26 436.62 219.96 S 3' 219.96 S 37°39'49"E 434.98
S I l E SS =SANITARY SEWER 11 N 02°45'39" E 19.54 N. C. GRlD COORDS. ` C a p1Y' N=73},976.160 P~gb\
312 0 DENOTES ADDRESs E4.052r898.841 1 6 ~ pp ti0 NCODT
x . +(GAOUND'~ ~ CURB INLET
Z~ DENOTES LOT NUMBERS NAO 835. OOL 1V20 2 34 T, 09 \ ETP D N. C. GRID COOR05, ~INEp 46 B5f G I CUftB
VICINITY MAP -NOT TO SCALE N=731(411.313 99gBg60GFADT~E 2'3 INLET 14.050, 620.984 0 GR6, Oq 23 3oA 52 o'~
1 \ N T
SSC ACQUIS(710NS, INC. UIS(TIONS, lNC. SS MM \i 69.90 286, PG. 205 i ~ IX, 3o ncCESS a Y ro /
STATE OF NORTH CAROLINA WAKE COUNTY o.B.e2B5,PC.2a5 B.M. 9888, P0.255 ABA, P0.255 ORNEWAY EASEMEM ~ l 991, PG. 265 ~ ~ B.O.M.1983 PG. Ia10 \ y DROP
I. SCOTT WILSON. CERTIFY THAT 7H15 B.M.1A91,PG.2B5 PLAT WAS DRAWN UNDER MY SUPERVIS]DN FROM PIN753.17.21.3B71 3.17.21.3871 ,Y ` INLET ~ r o
AN ACTUAL SURVEY MADE UNDER MY SUPEggV~N. DEED S,~ TIDN RECORDED IN BODK..~7 C vNC~,.•'~~~ I I j NEWRECOM8INED +ti~ ~ SIGN 9 yv``~~ 9~t~o~, ~i Iq I HC °3B e AREA=I.G9B9ACRES ~ G ~ \ 003'
PAGE :THAT THE BOUNDARIES NOT gu11.01~,' SURV YED ARE CLEARLY INDICATED AS DRAWN I ~ 3 ~ A 36" FES B , ~ 1 I ~ i ~ 9~, 47,888 5Q. FT nti ' 0 S
FROM INFORMATION FOUND IN BDOK__________. PAGE__________: THAT T " RA I OF PRECISION Zy ~ i ,1 W ~ y 1D ,F, 'q
AS CALCULATED !S 1:_..~ SLS 8_____..___I THAT \ THIS PLAT WAS PREPARED ~ ACCORDANCE WITH I pp p DROP INLET i ~,r 2 yA A ~ N \ ~ 5 I ~ 4 , ~ ~ i rp
G, S. 47-30 AS AMENDED. I I I ' 69 I ~ ~ i/ 18" RCP TOP vt71 1 ' ~ ~ H'i o g0 0 ti o 1P a>I I ~ p m p b 4 9
WITNESS MY ORIGINAL SIGNATUR ENSE I I I NUMBE~1'i~~A~TH1S ______DAY gltllll4rryl I I I ~~'yA~ ~ ~ I S r ' p 0 9' 0 I ~ `7 r \
OF A. D.. 20D5, ,`~~d Tgjh I I I ,g0 ` ~ ~ol ~ II ~ FOR ~ YID ~
a0 ~ ~i I I I ''~i 1 ar y I ~ ~ ~ (OLD P!N 0753, f OLD P!N 0753,16.21-IT52 ~rl ` l a ~ ~ Nti Y~~ ~ \ ( ) I / \
- - - - - - - - - - - ' ~ t~ y I ~ I I 4~~C6 1 ' PROF IONAL LAND~SURVEYOR-- LICENSE #2601 Q I I 1 ,AiPE ~ 1 (OLD AREA=5,~ ~~I 1 ,,lv/ i ~ ti 6~Q~ \ Pp (OLDAREA=55ACRESJ 1111 ~ 19 ~ ay, 9~~° , NEWRECOMBINED r
I I ,,r 1 X12801 I I I 1 0} l ~ ~ •T1 / AREA-1.iB82ACRES \ 1 r I ~ I poS 6J. 23, 51,757 S0, FL \ 1 L/. o'~ 6 S2 9~ ~ 5,22 a 5~~'
y f Q• I ' I ,w" x v1 9 0, ~ UM1I ry~ 9758/7 we ~ ~ .93 O A°35'29 W\\ y ~
I fir ~I C V ~ ~ I .r~~ I i IX.20'SANRARY SEWE J~J ISM',, ,~~R,,,; I ~ 'I I I O~ M\ B.OM.1983 PG EX.20'SnNRnRY SEWER FASFMEtn 55 uNl g S 63°5 r 1203 36 W 5 D2 CRES / > , / ET!' PP f B.OM.1983 P0. 1310 • N - ~ r $ B6 ~
//d ~ 115 J\ I I I m~ ILSDN, PROFESSIONAL LAND SURVEYOR N0, L-Zfi01 v~7lp+ll 1^ ip\\\~ I ~ I 'I I' ~o`~ [t I. SCOTT W liVIIPi I 1 it I ~ t ° 1 o N 69• 77 ' / ~ RNEY RIDGE LOOP p,58`'3 A ~ 9' i A3. , D,,e SB F KILA ~ i9 e 1 ~1M~` 1 W 0~ 1~ o COMM 1sINCREZS a Ef.REA DISEMD1f S~PUeucRly+ ~i~l,ry
C'- TIFY TO ONE OR MORE OF THE FOLLOWING A5 INDICATED, ,I I o 5 ON I F9;9~1\ '~SN~~'"\9\6 A, THAT THIS PLAT IS OF A SURVEY THAT CREATES A SU801V1 1 ~ ~ it 11 ~ SH ~,s\a ~ ti 1 a aaE y~ 1 m _ _ HE~er nawowr~ _ _ _ _ - r "E ~ - - 0 h~,0 \ \ ~ ~.s ~ ~ , ~Dri OPEN SPACE N Bb 33'~~ _ _ , ,
OF LAND WITNIN THE AREA OF A COUNTY OR MUNICIPALITY THAT v~ 1 ~ ~eO~ H T REGULATES PARCELS OF LANDI II I ~ \ S~jW,vq HAS AN ORDINANCE T A ,>a p7~~ _ - ~ R ~ av ~v. 4,D AORE$~ _ ~ ' \ S~~t9 r T - ]BE FEN ° EiP pro \ 0~' m IP6 .02 B1P 6.3 '36'W 160 x'12. 5 tors( e• ~ eEaowauc yet 9.9 S
B, THAT THIS PLAT IS OF A SURVEY THAT [5 LOCATED IN SUCH ~ ~ it I i (OI~IoIN0753.f7-2f-2528) ~ eo ~ PORTION OF A COONTY OR MUNICIPALITY THAT IS UNREGULATED I II ~ \ ~ ~ ~n ~j 89-54~30~4' 89°_pQ 7 W gg___ ROBE~tTM.DfLLON 'Ba \ ~ i ~ ~ 10 SAH TaAY-SE'YEIi~-bAA FCE"ExSEIENT ~ LoiBO D.8,2a0&P0,7ar
AS TD AN ORDINANCE THAT REGULATES PARCELS OF LANDIPARCELS I I II I I (OLD AREA=2.28ACRES) C, THAT THIS IS OF A SURVEY DF AN E)<15T[NG PARCEL OA H II ~ ~ DF LANDi 1 II I4--D,8, 3854, PG.366 ~ ~~8' FENCf a PIN 75,4ie3f-f19C i ~,G..± •SA' 1 ~ ENCROACNAENI i lone ' ? m ~ ' o e i71n, FG. a~ I AO• 1, 20~ - ~ ~ T
D, TNAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS I 1 II II THE RECORLmKCEPTI0NDT0ETHETDEFINITIONSOFASUDDIVIS pNRED SURVEY I I it li ~ Y 1 2 E, a7A TNACE c+7vnwaerauM DONNA A. MARYS ~y~~'0 PIN 758 I8Ji-0Na \ 1• ' 1 ~ ~E'Ni D.B. 6177. Po. fBi 4 ~x a
DA OTHE E I 1 II I I a du a 7 E, TNAT THE INFORMATION AVAILABLE TO TNIS SURVEYOR IS GUCH THAT I I i amass caar ~ a ~ ~ / ~ i'~,~, ~Ex 71 0 1 c o 0.9M50,P0,6l2 PINr71.1B1f21B7 u~ ~ I ~,a ! ~ IQ2 \ wITM C~ ~ f m~ ~ pNrwfo-zi-0ar I ~ }a I
I AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF MY I II I ?Rro~ HfRfBYABWpONFD / T i PROFESSIONAL ABILITY AS TD PROVISIONS CONT IN IN fAl I I Ili I! IOL ~ ~ ~ 66 Z~' A. 12 \aP-WEIR i m~ ~ t ~~~o I ~ ~ I 6 f £ P
THROUGH IDI ABOVE. ~ sesPaKrNC i I D PROPERTY LIN 5 4 DB3212Po727 I I III II E1 I I y l I ED? 5 t.oru \y \ pos. ~ ~A=° CEAT[F]CATE OF OWNERSHIP AND DEDICATION < < Ee W1iLAME. BEARD ~`r~,t'b\\ NU~; = ° ~
a~N7si:T.iore,e I I ~ I Ali li + D.B. 3711 Piz. 111 1 m a ~n gNrsaaus~e2 \w \ ~ ~ z THIS CERTIFIES THAT THE UNDERSIGNED IS (AREI THE
SCOTT WILSON P.L. S, N0. 2601 I ~ ~ I ~ il! I I I N I ' V'rF \ F OWNER(S) OF THE PROPERTY SHOWN ON THIS MAP. HAV- \ \{nym\ 1 ING ACQUIRED TITLE THERETO BY DEED(SI RECOROEO
I ~ 1 it ~ l i NEWRECOMBINEDAREA ~f I 1 I I o = Y0.4474 ACRES 't \'''~v ~ IN THE OFFICE OF THE REGISTER OF DEEDS CF WAdE ass u+ COONTY, NORTH CARGLINA CR OTHERWISE AS S~OwN
r3fTC~RTFiCATE I w I it ` I , 455,089 SQ. FT. 11 ~ - ra6161~veiA~i BTCPoAWAT61 MANAt3Ff,I , cot,,1 FILED FO R ISTRATION BELOW AND THAT BY SUBMISSION GF THIS PLAT FCH al ranlMV,umDRev~" ~ APPROVAL( i lWE! DO DEDICATE TO THE TOWN OF
I n 1 ,III, 2scoloNIALPIPeuNe o.e.e7,,,P6 f CERTIFY THAT THE PLAT SHOWN HEREON II° I I casUNEFtisFMadr x+ wN767faa w, "D.e.er+f,RD.zsro GARY FOR PUBLIC USE ALL STREETS. EASEMENTS. 81 wNr~faztsaw;;r-,~ DATE RIGHTS-OF-WAY AND PARKS SHOWN THEREON FOA ALL
COMPLIES WITH CHARTER 4.4,6 WATERSHED I in 1 ill li 8i PROTECTION OVERLAY DISTRICT OF THE TOWN I ~ I II~ 11 LAURAM. RIDDICK LAWFUL PURPOSES TO WHICH THE TOWN MAY DEVOTE OR ALLOW THE SAME TO BE USED AND UPON ACCEPT-
° I I OF CARP LANG DEVELOPMENT ORDINANCE AND IS I to 1 I , , ~ APPROVED FOR RECORDING IN THE REGISTER OF I o I fl li ~i KIIARNEY woods st;BD,v~ION REGISTER OF DEEDS ANCE THEREOF AND ]N ACCORDANCE W[TH ALL TOWN - B.O.M. 1919 PG. 138 KECOUN POLICIES. ORDINANCES. AND REGULATIONS OR CON-
DEEDS OFFICE. NOTICE: THIS PROPERTY 15 I Z I Ili II x~ LOCATED WITHIN A PUBLIC DRINKING WATER I I ~~°~i (OLD PIN 0753.17.211390) v ~ DITIONS OF THE TOWN OF GARY FOR THE BENEFIT i' B.O.M. 1980 PG, 1056 ~I °m B.OI•A. 1981 PG. 201 BY Of THE PUBLIC. SAID DEDICATION SHALL BE IRAEVO-
m SU PLY WATERSHED, DEVELOPMENT RESTRICTIONS ~ , ~ APPLY ~ ~ PP ~ PP ~I~ I (OLDAREA=3.83ACRES) '__„~h y~~ O GREGORY N Lora; PUTY CABLE PROVIDED DEDICATIONS OF EASEMENTS PDA ~"I O 6REGORYLMEfAHN 1 a Z STORM DRAINAGE ARE NOT MADE TD THE TOWN OF
~ I ° ~ D.B. 2254, PG. 396 f~yy Q' I I I I III j ~ + ~ OB. 1111 __~A.._1~_ I , !I I ~ PIN 767.1 ~ D.B.+na,PO.a~z TIME ? GARY BUT ARE IRREVOCABLY MADE TO THE SUBSEQUENT ~ orNru7.faztasls OWNERS OF ANY AND ALL PROPERTIES SHOWN HEREON
STORM WATER MANAGEMENT ENGINEER DATE I ~ I I IDO' I jl ~ l i j ESISTINGI i 3 tarCPd,LEASFM@di---'~"-' ~ ° I, ~OUNDATIO~ a FOR THEIR USE AND BENEFIT. AL50. ALL PRIVATE STREETS SHOWN ON THIS MAP. IF ANY. ARE TO BE
iw ; ICPSIOWG.NG.RW-0J170I I I I ~I I I I TO BE IcPal owc. No. ew-DSOTI I I I I l I ; REMOVED ~ ~ i ~ ~ ~ AVAILABLE FOR PUBLIC USE.
I I ( ijI li ~.......J zia o I I I ill I ~la 'ia NOTE: BOOK 0.________ GE N0,_________
CE}ttBRCATE oP APPAONAL poR P>:coRat+o t I I ° la i ;s o ~or11 I I I II + 111 ERISTING I ,n uuwER ow s o lor~1 THE BUYER OF LOT 3 WILL PROVIDE STORMWATER TREATMENT'
I hereby certify that the subdlvlslon plot shown hereon has been I I I I FOUNDATION + o.B.1od°,Pc found to comply with the subdlvlslon requlatlons of the Town of Cary i III ;'7 i PIN763.1~21. ~ tAUwER DvERmN AND RETENTION FOR LOTS 1 AND 2 SUFFICIENTTO ACCOUNT FOR I PIN763.1~215 ~7 A TOTAL OF 4B,OD9 5Q, R. OF IMPERVIOUS AREA ON LOTS 1 AND 2
with the exception of such varlanoes. If any. and condltlons of ->I'o-I _ - TO BE approval as ore noted In the minutes of the Town Council and/or tho ~ ~ 1100' Ili I fOLp p - _ y j REM04ED i _ _ _ _ _ IN ACCORDANCE W(iH RULES OF THE NCDENR AND THE TOWN OF S I ATURE l S 1 OF OWNER (S ) ~ GARY LOO. LOT 1 AND 2 SHALL NOT DEVELOP OVER 7096 IMPERVIOUS
Zonlnq Board of 0.djustment and that has been approved for recording I IPA AN BUFFER RDPERTY L1NE1 l - 1-~- - - I -.?O~ SEWER 6 fn the office of the coun't' register of deeds. ' I I i,~ I I _ _B. o.M,~f97! ~ _~20' SEWEN a WATER EA&EMENT ~ A~~~ -I - 9. D`.M,'i9rB, SURFACEAREA. , G. n -------_?Dr!sB PRINT OWNER'S NAME. _
/ I I I iIi I i REFERENCES
_ ~ J POND i I W i ~j I jli dar+o Dir ctor of Plonninq Date ~ I I X I Ila I oaNas.BOR Largo B.O.M.1979 PG. 138 DANA 8.80RBER uuDrn+ac+w.acaaD B.O.M. 1980 PG, 1056
I l w l I I I ~uDmiACaRA I I u. ( i j I i D e. sw1, Ps D.B. 5701, PC, 127 pNral.lazt.SBaa B.O.M. 1981 PG. 201
I C I I I iii 1 pN Td3.19.2b t I a ~ ll I) (OLAPIN01B3.17.2f•fOB5) - B.O.M. 1983 PG. 1310 NOTES
II I,, B.O.M. 1989 PG. 754 1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
6~ I I I ~ I I~ b,e, 2736, PG.4&5 (DLO AREA = 2.0 ACRES) ~0 i i ( , i I i ICPaL DWG. NO.RWA52631 LOT 30 LDr3o p,B, 4682 PG, 798 5(1EAREAS 1RUC 7RUNa NBUYFN 2. AREAS COMPUTED BY COORDINATE GEOMETRY.
o e. s3eT, Pa. ATE C?P APPFK)YAL AID AGCEi'fANCB OP OFAICATIDNB ~ I I ~ I i I TRUC 7RUNG NI /J I I 11 ~ J~) i I ~ PIN 753,1&28 wNr~iaza%sie D.8.10852 PG. 2125 LOT 1 =1.0989 ACRES LOT 2 =1.1882 ACRES 3, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF
I, __~<!•/2__~t__~l' _ Teputy Town Clerk I I EIP° WIRE FEN of Cary. N. G . do certify tha the Town of Cary approved this i I iJ it 11 N 86' ' CE BOUNDARY INFORMATION TAKEN FROM MAP A TiTLE REPORT AND MAY 8E SUBJECTTO ANY MATTERS
plot or maD and accepted the dedlcatlon of the streets, easements, I I II Ii 03 02" W ~ 50q,gq i E1P rI hts-of-wa and public arks Shown thereon, but assume no I 9 y~ P , I Lor31 , Lar35 , B>P ENTITLED "BOUNDARY SURVEY OF GARY PARKWAY LOT 3 = 10,4474 ACRES THAT A FULL TITLE SEARCH WOULD DISCLOSE, ASSOCIATES, II PROPERTY" DATED 6-12-01 AND OPEN SPACE = 0.3073 ACRES 4. PROPERTY 15 SUBJECT TO UTILfiY EASEMENTS Of RECORD,
responstbllity to open or naintoln the some until In the opinion I NownROe ~uFV ' J,,MESa wFUGHr,JR tor3e Lor37 of the governing body of the Town of Cary it is in the public ~ ° ns.srBT,PO.7s7 REBBCCALEON4ao eoHNN.eRVaNT 7 PREPARED BY KENNETH CLOSE, INC. R(W = 0.5652 ACRES
interest to do so, ~ + 0.8.5918, Po. 880 D.8.8877, PG.21T6 O.B, 82/1, FG, 7087 10738 PIN 76A17.20-0G72 P!N 7W.17-20-1891 DON O'NF.AI, TiCXLE, JA + PM16A17.10.7B2B ~ PIN763.1T•20,iBiB D,B.T394f'0.776 ncxLB,dR TOTAL =13.607 ACRES 5. COLONIAL PIPELINE COMPANY GATE VALVE EASEMENT IS RECORDED ~B IN D.B. 3969, PG. 342,
~ I pIN 76A17.70+180D 10.180D 6, ZONING; ORD-CU
1 'IbwmEkrk-or Deputy T wn CI r Date , 7, NEW IRON PIPES SET AT ALL NEW LOT CORNERS,
KIURNEY WOODS SUBDIVISION SCALE : 1 " = 100 ~ OWNER B. N.C. GRID TIE BY OTHERS
B.O.M. 1984 PG. 522 C~~ L8J /GARY ASSOCIATES, LLC 9. THERE ARE NO FEMA DESIGNATEb FLOOD HAZARD AREAS P.O. BOX 7158 ON THIS SITE, SEE FEMA'S FLOOD INSURANCE RATE MAP
30 OAY RECORpING LIMIT D so o so 1oD zoo 300 4oD CARY,N.C.27511 N0.37183C0482 E WfTH EFFECTIVE DATE OF MARCH 3,1992,
TH15 PLAT NOT TO B R~C~Sp~E~e~S
AFTER .116_ DAY OF
~I7°pY TD BE RETAINED FDR THE RECORDED I N BOOK OF MAPS 2005 , PAGE WAKE THIS PLAT IS A/IIN 1 10U7 OF THE WAKE COUNTY REGISTRY. TOC # 04-SB-025
CITY LIMITS, p~p,A~~1D CA'J<~61x TOWN OF CRAY HTE# _1K__ COUNTY TRACKING # ~ BA'
KENNEDY INC. SURVEYED BY ¦ BASS NIXON & ~ ptAT i RECOMBINATION AND ~ DEDICATION SHEET
COI ~ EERS DRAWN BY ENGIN P F NSULTING fOR PRD ERTY 0 CO
P,E'V!EW ORS CEfTNRCATE BTA ~ CARGUNA COUNFY GF WAKE .6310 •6310 CHAPEL HILL ROAD, SUITE 250 PM ~j1(~ ,~1 py
1. ~ ,REVIEW OFFICER OF CARP, N. C, IN WAKE COUNTY, RALE lL1IDa~~'L~ld 1( f71J'~®'1.;~~ 1L 1(i~y IL~~~ RALEIGH, NORTH CAROLINA 27607 CHECKED BY
CERTIfY THAT T MAP OR PLAT TO WHICH THiS LEATIFICATfON IS AFFIXED .1040E •10405E LIGON MILL ROAD sw KILARNEY POINTS of
5 ALL STATU ORY RECUIREMENTS FOR RECORDING. wAK WAKE FOREST, NORTH CAROLINA 27587
.TELE RE41 W OFFI A'S SIGNATURE DATE TELEPHONE: [phone] OR i800~354-1879 °ATE ~ • ~ ~ waxE couNN N.c.
RE4l. DATE DESCRIPTION FAX; -8968 Ral. 919 570-1362 (WF} 02-24-05 GARY FAX: (919)851 ( ),1 1
Job Number r./2005Jobs/05D98 KllGrney Potnt/Survey/Plats/ReooRbindtlon d AW,dgn

~a. LEGEND p A TA
apt' ECM=EXLSTiNGCONCRE~rE MARKER ~ pEL7A/BEARING RADIUS LEN./DIST. TANGEN Qua Eff = EXTSTING IRON P1PE ° T CHORD BEAR I CHORD BEARING CHORD DIST.
NIP=NEWIRONPIPB 0 21 25 30 125.00 46.74 23,65 S 61°62'44' S 61°52'44"W 46.47
LpOaA 2 13°58'07" ° ~ , A pjq.J=pgNAy, 0 125,00 30,47 15.31 S 79 34 32 S 79°34'32"W 30.40
p(;li RO 5 1 AND 6 RIW=RIGHT OF WAY Q 29°34'13° 275.00 141.93 7 ° ' OLD A OLD ~ 2 58 N 7B 39 18 N 7B°39`18"W 140.36
E.O.M.=BOOK OF MAPS Q 9°42'25" 1457.28 246.89 123.74 S 39°02'15'' 1 2 S 39'02'15"E 246.59
WOODWINDS D.B.=DEED BOOK Q N 20°29'15"W 12°71 v~ 1NA. CT. f~ PP=POP/ERPOLE s 5°06'13" h
ICI ~ 1457.28 129,81 64,95 S 31°37'56" ~p~ v,~ YI=YARD INLET l:J 29°34'13" 325.00 161. T3 85,18 S 78°39' 8" S 31°37'56"E 129.76 ~ e
1 ~PL~ A MH MANHOLE e 13°58'07" 175.00 4 ° „ S 78°39'18"E 165.88 2 a
0~ RCP=REINFOACEDCONCRETEPB?E ~ 2 66 21.44 N 79 34 32 0 Q 2°21'21" 1457.28 59,92 ° , S T CMP=CORRUGATED METAL PIPE 29,96 5 45 D4 08 N 79°34'32"E 42.56 5 45°D4'08"E 59.91 a
1 5s-SANrtARYSEWEA iD 17°D9'59" 1457.28 436 62 219.96 S 37°39'49" a S 3T°39'49"E 434.98 °
t1 N 02°45'39" E 19,54 N. C. GRID CODRDS. ` b a1d w
3 ~ Z ~ DENOTES ADDRESS f~3052, 998.641 1 ~ ~B~IG ,
S ` PP ~ O6 ~ Np ~ 7, NtODi N. C. C. S. "DOLdV20" 7 Oy~(GAOU \ F~ CURB INLET
ZQ DENOTES LOT N11MI1ER5 N. c. c. S. VICINITY MAP - NOr 1~0 SCALE NADe3 N. C. GRlI NAD 83 2,34 N. C. GRID CODRDS. INEp 85' G IU
' N=731411 f 2,050,6, N=731.411.313 5 Gp~ pA 7.3g6 \ cuRB f 2.050°620.9BA ~ O~g99~p10 gA2g"E Z V INLET
11 tl N T6'C 3oq,5 1\ o~
STATE OF NORTH CAROLINA WAKE COUNTY sscncawsrnons, INC. SS MN D.B. 8286, PG. 205 6 SS MN t~ t •'~p 5A 6 ~ ~ t 69
I, SCOTT WILSON. CERTIFY THAT THIS B.M 1PBP,ao.z66 ~ PLAT WAS DRAWN UNDER MY SUPERVISION FROM B.M.9es1,PG.265 ~ 1 1 ~ IX. 30' ACCESS 6 1\ ~ DRNEWAY EASEMEM ~ \ /
AN ACTUAL SURVEY MADE UNDER MY SUPEggV N, PlN753.17.21~871 DEED S~ TION RECORDED IN 800K..,]_C_, Y , S.OM. 1983 PG. 13IG \ + DROP .p ~ 1 - O INLET I
. ~ PAGE :THAT THE BOUNDARIES NOT SURV YED ARE CLEARLY INDICATED AS DRAWN pYNe,,•'~,.~' ptN i I ~ 1 ° S
FROM INFORMATION FOUND [N DDOK____~____, e~1~,-' PAGE_____ THAT T RASIS OF PRECISION ,•'~~O I ffi I N lie. AREA R~0 89AICRES 'ry ° `SIC ^0 A ~~OG"•. I G ,00 ~ \ 36" FES N ('i ~ip ' ~ V
AS CALCULATED IS i;_-~ Q_________,,,,_I THAT TH15 PLAT WAS PREPARED ~ ACCORDANCE WITH ~ I '3°4 ,6) 47888S .F7 r m I I ~ ) ~ Q ry / \ 0 ~P
G.S. 47-30 A5 AMENDED. I PP p I I DROP INLET ~ 9A I I l • 692 ~~II Y ) to 0
WITNESS MY ORIGINAL SIGNATUR ENSE I NUMBE~~tiS~A~THIS ___DAY I ~ ~ , ~,p~'~ IB' RCP TDP SRI 1 I , ~ ~ , 5~ ti \ \
DF 1 A. D. , 2005, `~`~11111~11+11~1?t~gp/// I I I i''~'~ ~ ~~i B I `E~1 ~ p me .00 0~~ b~ \ 4 e+
~ ~ `0 AAi~ I I I 0~3015A / 0~ ~ ~~i I I I i~~lA 69 ~ 1 w/ i ~ ~°I ~ I U ~ y ~ ~ e ~ \ ~,A
i ~ I I ~ ~ PROF IDNAL LAND SURVEYOR -LICENSE #2601--___ ~ Q I i I I ILCE i~~' 1 Y (OLD PIN 0153.!&2l-7752 I I I 4YaEC6 ` , ) ZI " I ;rye ~ °P °t ~ ` ~ol I a ' ''E \ N0153.!&21.7752) ~ I i ~ Kati p~'S \ 'Ao
(CLD AREA = 5, 5 ACRES) 4EA=55 ~~I In I ,fir ~ ,.'ti 60~ \ ~ ACRES
4+2801 I I I ~ ~ r I I I 1 L 9~A p~ ~ I ~ 4~ J II I ~9 ~ a~ ~ NEW RECOMBINED PP I E IL~^ poS s3° 7 3, AREA =1.18B2ACRES 1
i ~•'0 l ~°Fr ~s o~ I I o,/ G S , y~ 51, 757 SQ, FT. \
C Q. 4 I , I o~~ I ~T. J Dj ~ EIP I I (p TI IX.275ANAARY SEWER FASFMENT I. SCOTT WILSON. PROFESSIONAL LANG SURVEYOR N0. L-2601 A,~'41U11U1 P~ Ii 1111T~~ ~ I it J! q 1 B.CAI. 1983 PG. 1310 lI \ ' q 2 S 9~~.R71"~ 3 2 p5,22 g„W~ 5~~. ffARYSEWERFASEMENT 55 MNI G O 120.93 O °35 2 \ S G
C TIFY TD ONE OR MORE DF THE FOLLOWING AS INDICATED. I I ~ it 1 i ~'oq~`a 4Y o3'E1, A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION l I II II ~ 9`~~ ~fy~r. i , U.1983 PG. 1310 ~ $ ~ q "0 1'~a •"6y ~ 11 i 5 86.33'36"W 512 G~S a; ~ EIP PP
DF LAND WITHIN THE AREA Of A COUNTY OR MUNICIPALITY THAT y~~ Y '~'Y~, ~ ~1 HAS AN ORDINANCE THAT REGULATES PARCELS OF LANDI I I ij ~i -aq ~ a ~ fq io ~ >.°''E.• ° p 'Se < NEYRIDGELOOP p.56~A q'• ~r,~1~ KILAR i 5°' 13t / } R DRE6K ,8 ~I p COMM 15'INCRETS 6 [GRffi EtfEhlUli SG PUBLIC R7W 6 ~
B, THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH I I it Ii " Y s£~~~9~ ~ PORTION Of A COUNTY OR MUNICIPALITY THAT IS UNREGULATEA I i OLD P!N 0753.!7-21-25 ~ Qo, i 1°tW 1 1 S-~ OPEN SPACE. _ _HE?~'~eW~ON[fl__-- - t n ~~,~'4 ~ r1 ~b 3~'~b E ,o h,r ` 7 --'"-----'PEN y
AS TO AN ORDINANCE THAT REGULATES PARCELS OF LANDI I 1 it II ( 297 2~ ~ e nEA, C OFALAND~S IS OF A SURVEY OF AN EXISTING PARCEL DR PARCELS I 1 li (OLDAREA=2,28ACRES) 1Y 3 3 ~ NEAOWALLmc~M ytit ~ IP6p.02 EIP ~ 9.9 5 6'3 '36°W 160 IA ~l~'~~ ED' p '
I II ` ~ 0, THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS ~ ~ it II'-- Ds,9a61,PG.ea6 THE RECOMBINATION OF EXISTING PARCELS, ACOURT-ORDERED SURVEY I 1 II 11 ~ i ~ ~ ~ 89'54_30 _ ~8~g'_QQ W Eorar \ ~ ~ ~ ~ 10 SAN 7AAY-SE~'YEIi-A~RI B~_-' r RDBETR7M.DILLDN 'ey i~ i~ I FfNCE ~E E~TSEIENT i 10rfi0 , D.B. 7d78, PG.2a7
DA 07HER EXCEPTION TO THE DEFINITION OF SU9DIVISIONI d II ~ ti ~ E. THAT THE [NfDRMATIDN AVAILABLE TO THIS SURVEYOR IS SUCH THAT I I II II Y ~ ~ gA~ ~ ENCRDACNIENf i i v a ~ , , wN75srasr-fuo ~ .'i d0' ' 2p`~ ~or~e x m r ~ ANDERSON
i ~ 1 AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF MY ~ ' ' u'wcPas ~ 6CRE6 ElSB.1fNT ~ 'tt',~ PROFESSIONAL ABILITY AS TO PROVISIONS CONT IN~IN IA1 I 1 ilo I I rlRrq~, NERfBYAfl~WDONFO i 1 IQti Y ~ 2 FAS RAlNACE 1DT17 ' CaVNA A. MARXS ~~'a as.xw,r~. ms i I ~ flEp7 cmnru V.emuu °e ~~~y PIN T51f8~i1-0fld i~ n VIV DER v1 x I ~y~y D.fl e{eO, PU. 672 ~ ~4v0. +er 4' ~a
THROUGH fOl ABOVE. eesaAKrnc. ,I I I I ~ 1~ ~ i ~ ati ~ HI TN a " ~ 2 m A ~ RN 7Q71671d°0/ PIN 7a7.IB212/27 ~ ~ i °1`I \ ~?-WEIR g _y m ~ i ~ ~ ~a~ 'i '
~ 0.831f2PG,21] ~ ~ II I I i IOLD PROPERTY LINEI - ~ 6A° ' PrN753naDrar6 I 1 !Ie J I Laru 'S 6A \ z ~g ~I ~~i° ~ ~ ~ 8y~ I Iaru v$ v T°`Sf ~ w ° i ;
I m l d 1 1; EIP W1u1111 E.BEWD SCOTT WILSON P.L.S. N0. 2601 I I w it l l 1 ~ ~ °s.337A1x3.z2a W1LLWrf. BEARD ^t ~,GA, m y os..v>Qaa.na \P~~\\ ~ 1 vein CERTIFICATE OF OWNERSHIP AND DEDICATION
I , I PIN76va21s1Pz I N 1 I all ~ I ~ I Ill I I , wNTSVesr~ez ~ ~ m z \1~n ~ ` THIS CERTIFIES THAT THE UNDERSIGNED !S IAREI THE
J 1 ' I NEWRECOMBINEDAREA ~~,A I 1 d o I =10.4474 ACRES ` OWNER(S) OF THE PROPERTY SHOWN DN THIS MAP. HAV- .p LNG ACOUiAED TITLE THERETO BY DEEDS} RECDRDED
'IBT MANAGEMENT CERTFICATE w III \ I I y I I 455,089 SQ. FL ~ Loru I CERTIFY THAT THE PLAT SHOWN HEREON ! ~ ! ~l; l ~ as^coLONV,LPmEUNE rauwaungRSy !ss ~w IN T HE OFFICE OF THE REGISTER OF DEEDS DF WAKE LDr~3 FILED FO R ISTFZATION COUNTY, NORTH CAROL]NA OR OTHERWISE AS SHOWN
COMPLIES WITH CHAPTER 4,4,6 WATERSHED ~ in ~ III I~ GASUNE6tsFJaen @i -D.ae7ff,PO.zem PROTECTION OVERLAY DISTRICT OF THE TOWN 8i WN787.1&7f;•;3N?, ~ ° BELCH ANC THAT BY SUBMISSION OF THI ""'~'2a7° Q APPROVAL, I lWE) DD DEDICATE TO THESTOWNTCFDR Taxre-2raau~`:. CARY FOR PUBLIC USE ALL STREETS. EAS M
,1111 OF GARY LAND DEVELOPMENT ORDINANCE AND IS ~ m ~ ilo II APPROVED FOR RECORDING 1N THE REGISTER OF o 11 I _ DATE RIGHTS-OF-WAY AND PARKS SHOWN THEREON FORSALL
I ~.K DEEDS OFFICE, NOT; CE: TH15 PROPERTY IS I z 1 ill Ii ~ LOCATED WITHIN A PUALIC DRINKING WATER I I ,lo II . LAURA M. RIDDICK LAWFUL PURPOSES TO WHICH THE TOWN MAY DEVOTE ,';K4ARNEYWOODSSUBDNISK)N OR A REGISTER OF DEEDS LLOW THE SAME TO BE USED AND UPDN ACCEPT-
SU PLY WATERSHED. DEVELOPMENT RESTRICTIONS I I - (OLD P!N 0763,17-21-1380) APPLY I I 'I' I i ' v B.O.M. 1979 PG, 138 ANCE THEREOF ANO IN ACCORDANCE B.O.M.I9BDPG,ID56 KE COUN PDLICIES, ORDINANCES. AND REGULATIONSLORTEON-
r I I PP I PP ~I ~ (OLD AREA = 3.83 ACRES) m c~~l~J0,1 I I 1 II; I, D.B.22sv,PC.aP6 ~ N Lor1z; B.O.M.1981PG.201 BY DITIONS OF THE TOWN OF CARY FOR THE BENEFIT ~.or~2~,~ ~ OF THE PUBLIC. SAID DEDICATION SHALL BE IRAEVO-
- C ~i O GREGORYLMEUWN STORM WATER MANAGEMENT ENGINEER DATE I I 1. 'I I I I I ' D.B.Ift3, PG,9R vfcDRVr.MEUeN pUTY CABLE PROVID D.B. Aff3, PG„N7 ° ~ Z STORM DRAINAGE ARE INOTIMADEOTOETHEMTOWN OOR GN 7AR.1&21~a716 TIME ~ CARY BUT A
IW CP&LEISFMl3~1f I I I(q' I II i I j j Ex157ING1 i FYNid9.1&71.6716 ICPdLOWG.NO.RW-03170) ~~I rl i uOUNDATIOrj i 3 RE IRREVOCABLY MADE TO THE SUBSEQUENT OWNERS OF ANY AND ALL PAOPERTiES SHOWN HEREDN
IcpaLDwG.NO.Rw,o-w>) I I 1 { ! I i ~ TD BE i ";w ; I REMOVED r- FOR THEIR USE ANO BENEFIT. ALSO. ALL PRIVATE _ STREETS SHOWN ON THIS MAP, IF ANY, AAE TO BE
CERi69CATE OFAPPROVAL FOf# AECOA0810 I I 1 I I I 3 i w c I I I ° III I ~ ; ~ . AVAILABLE FOR PUBLIC USE.
1 hereby certify that the subdfvlslon plat shown hereon hos been I I I ill hI O LOT 41 found to carply with the subdfvlslon regulations of the Town of Cary I I III I E%ISTINC , N uuRlEx ovERroA NOTE: t°rat THE BUYER OF LOTS WILL PROVIDE STORMWATER TREATMENT BDDK o. GE No. _
with ChB exception of such vorlanoes, If any, and cDndltlons of I i I --71~ 1"ry FDTNODBEION I D.e.1o5a,PC3.n5 approvol as are noted In the minutes of the Town Council and/or the I PIN 163.}&21.6f46 EM OVERTDN ioea, aa. na AND RETENTION FOR LOTS 1 AND 2 SUFFICIENTTO ACCOUNT FOR
2onlnq 6aard of Adjustment and that has been approved for reaording I I 100' ~li I - - _ ' _ j 1 REMOVED ' RIPA AN BUFFER TOLD PROPERTY I i In the office of the coun,y register of deeds. I LINE! I 'n""'^---, _ ~ I ___Z0_,SEWEA 6 WATEP-~ T TAL OF 48,009 50, fI.OF 1MPERVIDUSAREA ONLOTS,I AND 2 _ IN ACCORDANCE WITH RULES OF THE NCDENR AND THE TOWN OF 5! ATURE I S) -OF--OWNER! S 1--
A,A I I Ilo l 3 ~ B. O. W, 19T9~ pPB:EAS` EIfNi IEk 6 wATEp EASE(~Ni CARY LDO. LOT 1 AND 2 SHALL NOT DEVELOP OVER 70yK IMPERVIOUS _ 1919_ Pc: 13A SURFACE AREA.
- - - - 1~ I I I II I I I L..3 - 138 5 POND w ~ I. pir ctor of Plonnln / I! I 9 Date j i W j ill i LOr40 REFERENCES , ~ Y1~QJ~tl~..., PRINT OWNER'S NAME.
DANA 5.80RGr~t •0 40 B.O.M. 1979 PG. 138 a.80RGER
( I LL I i~I i JUDTMA G4RACCIOLD ,fcg ! 2 I 'loq i D.B.8901, PG, 127 '~'CC10LD B.O.M, 1980 PG. 105ti ~,T~,,n
I I # ~ ~l II I NN 7p l&21.6038 ~ I I I , I ~ , (OLp PIN 0763)7.21.1085) ala7r•aoae B.OM.1981 PG. 201
U~ i I 1 i I I~ D,B, 2736, PG, 485 QJ„D AREA =1.0 ACR _ I I I l i I i ICPd1 DWG. N0. RWA52681 ( ESJ B.O.M,1983 PG.1310 B.O.M. 1989 PG. 754 NOTES
ATE OP APPROVAL Ah/D'~ACCr~TANCE OF DEAICATIONe I I III Loru itiGNGUVEn D.B. 4682 PG, 798 SITE AREAS 1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
I, --dllL2__~'_~ __~.C _ T I i it 'ill I I TRUCTRUNDNDUYEA I D.B. 8387, Po. 1013 oWl'r'Et91'IC717eputy Town Clerk PIN 75)1&20fi936 of Cgry, N, C., do certify thq the Town of Cary opproved this j ~ ~ a I I WIRE FENCE ii oss~e D.B. 10652 PG. 2125 LOT 1 =1.0989 ACRES 2. AREAS COMPUTED BY COORDINATE GEOMETRY.
plat or IRgp and accepted ChB dedlcotlon of the streets. easements, 'i ll II rights-of-way, qnd public parks shown thereon, but assume no I I BOUNDARY INFORMATION TAKEN FROM MAP LOT 2 =1.1882 ACRES 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFfT OF
it I i N 86'03'02" W ~ 504.94 I H¢, responsibility to open or mointaln the same until In the opinion I I LDr9+ LoT35 I of the governing body of the Town of Cary it is in the public ~ ENTITLED "BOUNDARY SURVEY OF CARY PARKWAY LOi 3 = 10,4474 ACRES A TfTLE REPORT AND MAY BESUBJECTTO ANY MATTERS
interest to do so. ~ ~ ~ ' NOWARAElMl1EY ' JAMESRWRIGffGJR LOT38 ~ L0T3I ~ ~ ~ D,e. 5918, Po.8B0 0,8.5!67, PD. 3s3 REBECCA LEONARD lOHNN. BRYANT ' HN 78tf7-t0-0PY1 PIN 7W,17-10-f891 , 0,88&37, Po,146 D,B. B2AI, PC,2W7 LgT9B - ASSOCIATES, II PROPERTY" DATED6-12-01 AND OPEN SPACE = 0.3073 ACRES THAT A FULL TITLE SEARCH WOULD DISCLOSE,
r PoN 767,17.242828 I PIN I6311.10JB18 DON O'NEN. TICXIE, JR }~,_,~~.i~(~~,1~,,~~(~/~/ _ / AA I D.B. h196, PG. 118 ' PREPARED BY KENNETH CLOSE, INC. R/W = 0.5652 ACRES 4. PROPERTY IS SUBJECTTO UTILITY EASEMENTS OF RECORD, TOTAL =13.607 ACRES 5, COLONIAL PIPELINE COMPANY GATE VALVE EASEMENT IS RECORDED
k^Or DB Ut__ _ ~ _k~ ~ PIN 7031T•20•(80P p y Town CI r Date IN D.B. 3969, PG, 342,
r~ b. ZONING; ORD-CU
KIURNEY WOODS SUBDIVI510N S C A B.O.M. 1984 PG. 522 S ~ ~ ~ _ ~ OO ~ OWNE ~ 7. NEW IRON PIPES SET AT All NEW 10T CORNERS, _ R 8, N.C. GRID TIE BY
30 DAY RECORDING U MIT LBJ / CARYASSOCIATES, LLC OTHERS
0 50 100 THIS PLAT NOT TO 8 R CORDED P.O. BOX 7158 9• THERE ARE NO FEMA DESIGNATED FLOOD HAZARD AREAS ~ loo zoo Sap 40o ON THIS SITE, SEE FEMA'S FLOOD INSURANCE
AFTER !16_ DAY Of ~~~d~ ~e~S 1 COPY TO BE RETAINED FOR THE CARY, N.C.27511 RATE MAP N0.37183C0482 E WFfH EFFECTIVE DATE OF MARCH 3, 1992.
TH15~RLAT 1S NIIN I )OUT OF THE REO~R~E~ I N UQD
K OF~ MAPS 2005 , PAGE _ 5 A CITY LIMITS. p6.el`tp CAi~i.~ rr ~\E CUUIV~ TOWN OF GARY NTE# COUNTY TRACKING # KE CQUNTY REGISTRY.
TOC # 04-SB-025
¦ BASS NIX 1VV NIX~N SURVEYED BY & KENNEDY f NC.
~HCER CE3iID1CATE ~ ATE CON sr aP ~ SULTI AROLINA COUNTY DF WAKE ~ RfCOMBlNATION AND DEDI JNSU ww cAr~oN PLAr SHEET LTI NG E NGINE ERS
DRAWN BY FOR PROPERTY Of
1~ ~ ,REVIEW OFFICER OF GARY. N, C, IN WANE COUNTY, •631U CHAPEL. Hil CERTIFY THAI T MAP OR PLAT TD WHICH THIS CERTIFICATION IS AFFIXED RALEIGH, NORTH 10 CHAPEL HILL ROAD, SUITE 250 PM ~ LEIGH, NORTH CAROLINA 27607 ]Lj~,~/ ~J/~ ,~-r
S ALL STATU ORY AEOUTAEMENTS FOR RECORDING. •1O405E LIGON M CHECKED BY y ~~9 ~~'l~ 405E LIGON MILL ROAD
WAKE FOREST, N REVI W OFFI A'S SIGNATURE DATE TELEPHONE; 919 IKE FOREST, NORTH CAROLINA 27587 sw KILARNEY POINTE
.EPH DATE OF ONE. [phone] OR [phone]
RE4l. D ~ ' ATE DESCRIPTION FAX; 919 851-896 ~ 1 K~ [phone] (Ral.), (919)570-13fi2 (WF) 0224-05 CARY (~(/A~F ~'dU 1 NN N.C.
Job Number ri/2005Jobs/05098 Kllarney Point/Survey/Plats/Reaorrbinatlon 6 AW.dgn

I ~ AS NOTED ON RECORDED MAP B.O.M. 2005 PG. 0501:
THE BUY OF LOT 3 WILL PROVIDE STORMWATER TREATMENT
~ AND RETENTION FOR LOTS 1 AND 2 SUFFICIENT TO ACCOUNT FOR
i- 1 II II \ A TOTAL OF 48,009 SO. FT. OF IMPERVIOUS AREA DN LOTS 1 AND 2
IN ACCORDANCE WITH RULES OF NCDENR AND THE TOWN OF
i I \ _ - CARY LDO. LOT 1 AND 2 SHALL NOT DEVELOP OVER 70% IMPERVIOUS
J' \ \ ....+r / ~ SURFACE AREA.
\ _ r.-~'
~ ~ TOTAL IMPERVIOUS AREA-28,355 SO. FT.

' \ - ~ \ I
\
\ \ y ~ \ II ~ OWNER INFORMATION: LOT AREAS:
L ~ ~ LBJ/ CARP ASSOCIATES, LLC LOT 1- 1.0989 ac.
~ ~ ~ \ ~ I ~ P.O. BOX 7158 LOT 2- 1.1882 ac.
~ ~ \ ~ ` CARY, NC 27511
~ ~ ~ ~ ~ INFORMATION TAKEN FROM B.O.M. 2005 PG. 0501
~ I~ ~ I LOTS 1 AND 2 ARE ZONED COMMERCIAL

\ \
_ _ _ -
f ~ ~ ~ I I~ q~LEDRAINAGE FOR LOTS 1 ANO 2 WILL TIE TD LOT 3 DRAINAGE/TREATMENT SYSTEM.
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~ ~ COMMERCIAL LOTS
\ / / 10 ~ ~ ~ ~ FOR
- ~ ' KILARNEY POINTS
i SITUATED AT
1 o a ~ CARY
i CARY TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
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4ca ca, cw.;: 4a a n d S S+ ~ C ~ $ t e S DSN/CHK BY: DATE: 10/29/2004 LT OWN BY: DATE: 10/29/2004
KILARNEY POINTS Hugh J. Gilka4 875 Walnut Street Suite 360 C 360 Cary, NC Phone- [phone] Fax [phone] P.E. Seal and Signature VRT SCALE: NONE HRZ SCALE: 1"=20'