20190252 Ver 1_401 Application_20190225

Statement of Mitigation Credit Availability
Weaver Farm Nutrient Mitigation Bank
February 25, 2019
NC Division of Water Resources
Re: Availability of Riparian Buffer Mitigation Credits
Project: Corbinton Commons at Kildaire
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20790252
We are providing this letter to confirm that 20,092.05 sf of Riparian Buffer Mitigation
Credits (Credits) from the Weaver Farm Nutrient Mitigation Bank (Bank) are currently
available and all or a portion may be used, once transferred, for compensatory mitigation
relative to the Corbinton Commons At Kildaire project, and as proposed by Blue Heel
Development, LLC. (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit
issuance. Should the Applicant purchase the Credits at that time, we will complete and
execute the Mitigation Credit Transfer Certificate.
We will additionally provide copies of the completed and executed Transfer Form to the
Applicant and NC Division of Water Resources. Transaction information in the updated Bank
Ledger will include relevant Permit and Applicant information as well as the number and
resource type of the debited Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
,*- i j 17----
Tiffani Bylow
Restoration Systems, LLC

ME
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability February 25, 2019
U.S. Army Corps of Engineers
James Lastinger
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Corbinton Commons at Kildaire
This document confirms that Blue Heel Development, LLC (Applicant) for the Corbinton Commons at
Kildaire (Project) has expressed an interest to utilize 0.16 Riparian Wetland Mitigation Credits from
the EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically from the
Howell Woods Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC,
attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,
r
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

E
)ECOSYSTEMS CAROLINA
Mr. James Lastinger
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
February 25, 2019
RE: Pre -Construction Notification: Nationwide Permit 29 and General Certification No. 4139
Corbinton Commons at Kildaire
Wake, North Carolina
Dear James:
Carolina Ecosystems, Inc., on behalf of the Blue Heel Development LLC and FLM Engineering
(FLM), has prepared the attached Pre -Construction Notification (PCN) for the above referenced
project for a Clean Water Act (CWA) Section 404 Nationwide Permit (NWP) 29. The site is
located along Arthur Pierce Road in southwestern Wake County.
The project would help to meet housing demands for residences in the rapidly growing Triangle
region of North Carolina. The attached PCN form provides information for your use in review of
unavoidable impacts to wetlands, and riparian buffers. Two unnamed tributaries of Camp Branch
in the Neuse River Basin occur on the property. No other phases are planned.
Impact 1
Road 1, on the attached impact exhibit EX1, would be an extension of Hogarth Drive. This
connectivity is a requirement of the Town of Cary. The road curves southwest to avoid
jurisdictional areas, but its fill slope would impact riparian buffers. The total impact would
require impact to 660 square feet of Zone I and 2,165 square feet of Zone 2. The impact would
be vegetated and stabilized, with no impervious area proposed. This impact is listed in the Neuse
Buffer Rules as Allowable with Mitigation.
Impact 2
A partially drained pond located under lots 17 and 18 on EX1 would be filled, along with a
portion of its old spillway. The pond is drained by a breach and its old dam is unstable. The
spillway is deeply incised and would pose a safety hazard to future residents. Hydric soils have
developed along its reach and both areas were identified as wetland. Total fill would be 5,046
square feet of fill. The natural wetland below this area would be preserved.

Corbinton Commons at Kildaire Page 2 of 3
February 25, 2019
Impact 3
Grading to accommodate lot 24 would be supported by a retaining wall to avoid buffer impacts.
Construction of this retaining wall would require temporary disturbance to 889 square feet of
Zone 2 buffers. The area would be stabilized after construction and no permanent impact is
proposed.
Impact 4
North of Road 3 (an extension of Dozier Way), between lot 24 and the eastern property boundary
would be a stormwater control measure. Its shape is designed to avoid impacts to riparian
buffers, but a portion of its outer berm would be constructed in Zone 2 (1,725 square feet). The
berm would be vegetated except for a portion of a dissipater pad at the BMPs overflow.
Avoidance and Minimization
The overall construction designs include curves in the roads and building plans that would
largely avoid the features located on the property. Road 1 (Hogarth Drive extension) and Road 3
would parallel jurisdictional features on the property, eventually turning away from the area
entirely, limiting the potential for impact. Along portions of the development that border features
retaining walls will be built to limit impacts that would result from fill slope. In other portions of
the development vegetated slopes would be utilized to aid in sediment and erosion control.
Mitigation
Unavoidable impacts for this project will be mitigated through purchase of credits from
Restoration Systems, LLC for buffers and Resource Environmental Solutions, LLC for wetlands.
Coordination
No Floodplains or threatened or endangered species would be impacted by the project as
proposed. One historic structure, Wake County Historic Resources Inventory #WA0662 (No
National Register listing), occurs on the site and has been addressed by the applicant. The Town
of Cary's Historic Preservation Specialist/Planner required data collection, deconstruction
process descriptions, and working with a salvage and deconstruction firm prior to approval of the
first plat for this project.
Sediment and erosion control measures would be implemented according to NC requirements,
and approved by NCDEQ prior to implementation. The erosion and sedimentation control plan
and two phases of NPDES compliance plans are provided on the attached Development Plans
sheets C5.0 through C5.3. The overall imperviousness would be 30.9 percent and stormwater
management will be required. The project is being reviewed for approval by the Town of Cary.
A stormwater wetland is proposed (Development Plan Sheets 4.0 through 4.2) to capture and
treat stormwater prior to discharge.
Jurisdictional areas adjacent to construction areas would be clearly marked with protection
fencing or other similar method to avoid inadvertent encroachment. Copies of permits and
impact areas would be provided to the prime contractor and all subcontractors working in or near
jurisdictional areas. Land clearing would take place along with installation of erosion control
devices. Construction would be accomplished using typical equipment including excavators,
backhoes, and dump trucks. Additional equipment may be used as required.

Corbinton Commons at Kildaire
February 25, 2019
Page 3 of 3
If you have any questions or need additional information, please contact me at your earliest
convenience at [phone] or [e-mail].
Sincerely,
Carolina Ecosystems, Inc.
Chris Hopper
Senior Environmental Scientist
cc: Ms. Karen Higgins, NCDWR, 401 & Buffer Permitting Unit
Attachments:
- Pre -Construction Notification Form
- Agent Authorization Form
- Figures
o Project Vicinity
o USGS Map
o Features Map
- Development Plans 19 -DP -Corbinton Commons at Kildaire (FLM)
- Corbinton Commons Impact Exhibit EX 1 (FLM)

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — ExpressX❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑X Yes ❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2.
Project Information
2a.
Name of project:
Corbinton Commons at Kildaire
2b. County:
Wake
2c.
Nearest municipality / town:
Cary
2d.
Subdivision name:
Corbinton Commons at Kildaire
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a. Name(s) on Recorded Deed:
3500 Arthur Pierce LLC
3b.
Deed Book and Page No.
015056:00534
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3308 Glenhope Ct
3e.
City, state, zip:
Cary, NC 27511
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify:
4b. Name:
Ms. Julie Gavaghan
4c. Business name
(if applicable):
Blue Heel Development, LLC
4d. Street address:
3708 Forestview Road, Suite 103
4e. City, state, zip:
Raleigh, North Carolina 27612
4f. Telephone no.:
919-291-6364
4g. Fax no.:
NA
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Chris Hopper
5b. Business name
(if applicable):
Carolina Ecosystems Inc.
5c. Street address:
3040 NC Highway 42 West
5d. City, state, zip:
Clayton, NC, 27520
5e. Telephone no.:
919-359-1102
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0760-37-1905
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.694816 Longitude: -78.787213
1c. Property size:
20.26 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Camp Branch
2b. Water Quality Classification of nearest receiving water:
C;NSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site itself is primarily forested with a few abandoned structures on the property. The surrounding area is largely comprised of residential
developments and maintained fields.
3b. List the total estimated acreage of all existing wetlands on the property: 0.56
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 656.27
3d. Explain the purpose of the proposed project:
The project would be a residential subdivision. No future phases are planned.
3e. Describe the overall project in detail, including the type of equipment to be used:
Standard construction equipment: Dozers, Pans, Excavators, and typical small construction vehicles.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Chris Hopper
Agency/Consultant Company: Carolina Ecosystems Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
November 8, 2018
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes 0 No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑ Streams —tributaries Q Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
Yes
Corps
0.16
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4 T
Choose one
Choose one
Yes/No
W5 P
Choose one
Choose one
Yes/No
W6 P
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.16
2h. Comments:
A partially drained pond and its incised spillway, identified as a wetland will be filled to reduce the safety hazard posed by its degraded condition and
overall instability, and would accommodate future lots. See cover for more details.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
S2 -
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
IChoose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman []Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 T
Road Grading and Fill
Stream SB
Yes
0
889
B2 P
Road Grading and Fill
Stream SB
Yes
660
2,165
B3 P
Stormwater BMP Fill
Stream SB
No
0
1,725
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
660
4,779
6i. Comments: Buffer impacts are largely due to slope fill and grading resulting from road, retaining wall and stormwater BMP construction. B1 and
B3 are allowable activities. B2 is considered Allowable with mitigation.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Road designs take into account the presence of jurisdictional features on the property. Road 1 and Road 3 (extensions of Hogarth Drive and Dozier
Way, respectively) both travel parallel to the majority of the features, ultimately extending in directions away to limit potential impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The use of retaining walls and vegetated slopes will limit the impacts that would arise from additional fill slope and erosion. Sediment and erosion
controls would be installed before land disturbing activity begins.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑X Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑X Corps
2c. If yes, which mitigation option will be used for this
project?
❑X Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Two banks (See cover letter)
3b. Credits Purchased (attach receipt and letter)
Type: Riparian buffer
Type: Riparian wetland
Type: Choose one
Quantity: 5227.5 square feet
Quantity: 0.16 acres
Quantity:
3c. Comments:
Restoration Systems, LLC is being used for buffer, and Resource Environmental Solutions, LLC is being used for wetlands.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Road Impact (Non -crossing)
660
3 (2 for Catawba)
1,980
Zone 2
Road Impact (Non -crossing)
2,165
1.5
3,247.5
6f. Total buffer mitigation required:
5,227.5
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
- Payment to private mitigation bank.
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
0 Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Adequate stormwater BMPs are being provided on the site. No impervious surfaces are proposed
❑ Yes ❑X No
adjacent
to buffer areas, except for a retaining wall intended to preserve these areas.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
30.9 %
2b.
Does this project require a Stormwater Management Plan?
0 Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
The project is being reviewed for approval by the Town of Cary. All disturbed areas would be promptly stabilized after disturbance and grading. A
stormwater wetland is proposed (Development Plan Sheets 4.0 through 4.2) to capture and treat stormwater prior to discharge.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Cary
0 Phase II
0 NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
13Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
E] Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after-the-fact permit application?
❑Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project would be a single-phase residential subdivision that would not support cumulative impacts once built-out.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The sanitary sewer on site will transport waste to the South Cary Water Reclamation Facility (NPDES Permit NC0065102) the plant has a treatment
capacity of 12.8 MGD. The South Cary Water Reclamation Facility utilizes primary, secondary and tertiary treatment methods and meets strict
nutrient removal requirements due to its outflow into the Neuse River basin.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https:Hecos.fws.gov/ecp/report/table/critical-habitat.htmi
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
hftps://www.habitat.noaa.gov/protection/efh/efhmapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://gis.ncdcr.gov/hpoweb/. See cover letter for discussion of Town of Cary review and mitigation of locally designated historic structure.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
https://fris.nc.gov/fris/Index.aspx?FIPS=069&ST=NC&user-General%2OPublic
Datd ��9
Applicant/Agent's Printed Name
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description 3401 ARTHUR PIERCE RD
Parcel Identification
Number(s) (PK 0760371905
City: Cary State: NC
County: Wake Property Size (Acres): 20
Property Owner Idormation
owner: 0 Authorized Agent*. -
Name: .3500 ARTHUR PIERCE LLC
Title: N/A
Street Address: 3308 GLENHOPE CT
City: Cary State:NC Zip Code:27511-3897
*Written proof of authorization from owner required.
Authorization
1, the undersigned, a duly authorized owner of record of the property/properties, identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the River-, and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. ACEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
.include regulatory determinations; of environmental features on my property such as issuing a determination associated
with strearns and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on the subject property of which I have knowledge.
Owner/Agent (signature) Date /0 .3

r
Lat:35.693876 Long: -78.787296
"ti
Project Location: W"
Wake County, NC
CAROLINA N Arthur Pierce
ECOSYSTEMS -- Miles Q ArthurPierceStudyArea Wake County, NC
October 2018 0 0.25 0.5 USGSNamedStreams Figure 1: Vicinity Map

CAROLINA N
ECOSYSTEMS
October 2018
Q Study Area
ti Streams Feet
0 200 400
4W Wetland
Apex, NC USGS 7.5 Minute Quadrange (2016)
Arthur Pierce Road
Wake County, NC
Figure 2:USGS Map

TF�
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w
as
Y
T•P SITE
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911
PO
VICINITY MAP
1" = 1,000'
COMMONS AT KILDAIRE
TOC PROJECT NUMBER: 19 -DP -"O
LOCATION: 3401 ARTHUR PIERCE ROAD
COUNTY PIN NUMBERIREAL IDS: 0760371905/0037055, 0760374523/0115192, AND
TOTAL AREA: 21.49 AC
OVERLAY ZONING DISTRICTS: N/A
ZONING: TR CU
PROPOSED DEVELOPMENT: 60 UNITS (20 ATTACHED (33%),40 DETACHED)
MAXIMUM ALLOWED DENSITY: 3 UNITS/ACRE (PER ZONING CONDITIONS)
PROPOSED DENSITY: 2.79 UNITS/ACRE
DETACHED DWELLINGS SETBACKS:
FRONT: 50' FROM THOROUGHFARE, 30' FROM COLLECTOR, AND 10' FROM OTHER STREETS
(THE LENGTH OF THE DRIVEWAY SHALL BE AT LEAST 18' MEASURED FROM BACK OF
SIDEWALK); 16.5PROVIDED FOR 18' DRIVEWAYS EXCEPT ALONG ROAD 1 WHERE 30'S
PROVIDED ALONG THE COLLECTOR
SIDE STREET: 10
SIDE: 3'
REAR: FRONT AND REAR SETBACKS COMBINED SHALL EQUAL AT LEAST 35'; 18.5' PROVIDED
WHERE 16.5' FRONT SETBACK IS PROVIDED
ATTACHED DWELLINGS SETBACKS:
FRONT: 50 FROM THOROUGHFARE, 30' FROM COLLECTOR, AND 10' FROM OTHER STREETS
(THE LENGTH OF THE DRIVEWAY SHALL BE AT LEAST 18' MEASURED FROM BACK OF
SIDEWALK); 16.5' PROVIDED FOR 18' DRIVEWAYS EXCEPT ALONG ROAD 1 WHERE 30' IS
PROVIDED ALONG THE COLLECTOR
SIDE STREET: 10-
SIDE:
0SIDE: 3' (16' BETWEEN BUILDING GROUPS)
REAR: FRONT AND REAR SETBACKS COMBINED SHALL EQUAL AT LEAST 20'; 3.5' PROVIDED
WHERE 16.5' FRONT SETBACK IS PROVIDED
PROPOSED IMPERVIOUS AREA: 6,65 AC (30.9%)
PROJECTED SEWAGE FLOW RATE: 19,200 GPD
PROJECTED WATER DEMAND: 24,000 GPD
PROPOSED DISTURBED AREA: 17.67 AC
TOWNHOME PARKING REQUIRED:
2 PER DU (2 X 20) - 0.5 PER BEDROOM OVER 2 BEDROOMS (0.5 X 40) i 0.25 PER DU
DESIGNATED FOR VISITOR PARKING (0.25 X 20) = 70
TOWNHOME PARKING PROVIDED:
20 GARAGES X 2 = 40
SINGLE FAMILY PARKING REQUIRED:
2 PER DU (2 X 40) = 80
SINGLE FAMILY PARKING PROVIDED:
40 GARAGES X 2 = 80
PRIVATE OPENSPACE REQUIRED: 1,000 SF PER DU = 60,000 SF (1.37 AC)
PRIVATE OPEN SPACE PROVIDED: 333,077 SF (7.65 AC)
GATHERING SPACE REQUIRED: 8,000 SF
GATHERING SPACE PROVIDED: 37,420 SF
BLUE HEEL DEVELOPMENT, LLC
4505 FAIR MEADOW LANE, SUITE 110
RALEIGH, NC 27607
267.761.2671
ENGINEER:
FLM ENGINEERING, INC.
PO BOX 91727
RALEIGH, NC 27675
919.610.1051
CALL 48 HOURS BEFORE
YOU DIG
IIIIIIIIININ w____
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
DEVELOPMENT PLANS
19-DP-
CORBINTON COMMONS
AT KILDAIRE
ARTHUR PIERCE ROAD
CARY, NORTH CAROLINA
PINS: 0760-37-0980, 0760-37-45231 0760-27-9100
NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF CARY
STANDARDS AND SPECIFICATIONS.
2. UNLESS EXPLICITLY SPECIFIED IN THE NOTES ON THIS SITE PLAN, THE
DEVELOPMENT OF THIS PROJECT, INCLUDING ANY SUBSEQUENT SITE
PLANS, SHALL COMPLY WITH THE CARY LAND DEVELOPMENT
ORDINANCE (LDO) AND ALL OTHER APPUCABLE REGULATIONS AND
GUIDELINES.IN THE EVENT OF A DISCREPANCY DETWEEN THIS
APPROVED SITE PLAN AND THE APPLICABLE REGULATIONS OR
GUIDELINES AND ABSENT CLARIFICATION OF APPROVAL OF SUCH
STATED ON THIS PLAN OR OTHER RELATED APPROVAL, THE APPUCABLE
REGULATION OR GUIDELINE SHALL APPLY.
3. SIGHT TRIANGLES ARE REQUIRED AT THE INTERSECTIONS OF ALL
PUBUC AND PRIVATE STREETS. EASEMENTS FOR AREAS OUTSIDE OF
RIGHTS -OF -WAV WILL BE DEDICATED AS NECESSARY TO PROVIDE
ADEQUATE SIGHT CLEARANCE.
4, THE FIRE PROTECTION WATER SUPPLY SYSTEM, INCLUDING ALL FIRE
HYDRANTS, SHALL BE INSTALLED AND BE IN AT LEAST THE FUNCTIONAL
STATUS PRIOR TO PLACING COMBUSTIBLE MATERIALS ON THE PROJECT
SITE. IF PHASED CONSTRUCTION IS PLANNED, COORDINATED
INSTALLATION OF THE FIRE PROTECTION WATER SYSTEM IS PERMITTED.
COORDINATION OF THE WATER SYSTEM WILL BE DONE THROUGH THE
ENGINEERING DEPARTMENT. FUNCTIONAL STATUS WOULD INCLUDE
MEETING ALL STANDARDS SET FORTH IN SECTION OWED "TESTING AND
INSPECTIONS'.
5. NO CHANGES TO ANY ASPECT OF THIS DEVELOPMENT PLAN, INCLUDING
BUT NOT LIMITED TO, LANDSCAPING, GRADING, ARCHITECTURAL
DESIGN, LIGHTING OR UTILITIES SHALL BE MADE WITHOUT THE
APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE TOWN
OF CARY.
6. SIGN PERMITTING IS A SEPARATE APPROVAL PROCESS AND HAS NOT
BEEN REVIEWED OR APPROVED WITH THIS DEVELOPMENT PLAN.
7, THE FOLLOWING MODIFICATION(S) TO THE TOWN'S DEVELOPMENT
STANDARDS HAVE BEEN APPROVED IN ACCORDANCE WITH APPLICABLE
SECTIONS OF THE LDO'
a. ADMINISTRATIVE REMOVAL OF CHAMPION TREES
8. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COSTS
ASSOCIATED WITH STREET LIGHTING ALONG THE PROPOSED STREETS,
ADJACENT STREETS AND THOROUGHFARES AS REQUIRED PER TOWN
OF CARY POUCY STATEMENT NO. 13. THE DEVELOPER SHALL CONTACT
PROGRESS ENERGY AFTER PLAN APPROVAL AND PRIOR TO
CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN FOR
THE SITEISUBDIVISION PLANS.
9, THE PROPERTY OWNER SHALL BE REQUIRED TO REPLACE, IN
ACCORDANCE WITH SECTION 7.2.5(E) OF THE LAND DEVELOPMENT
ORDINANCE, ANY CHAMPION TREE RETAINED IN THIS PLAN THAT DIES
WITHIN ONE YEAR OF THE COMPLETION OF DEVELOPMENT ACTIVITY ON
THE PROPERTY.
10, TREES IDENTIFIED AS REPLACEMENTS FOR CHAMPION TREES TO BE
REMOVED FROM THE SITE SHALL BE, PER SECTION 7.2.5(E) OF THE LDO,
MAINTAINED THROUGH AN ESTABLISHMENT PERIOD OF AT LEAST THREE
YEARS, EXCEPT THAT REPLACEMENT TREES LOCATED ON INDIVIDUAL
DETACHED DWELLING LOTS SHALL BE MAINTAINED THROUGH AN
ESTABLISHMENT PERIOD OF ONE YEAR. REPLACEMENT TREES THAT DO
NOT SURVIVE THE ESTABLISHMENT PERIOD SHALL BE REPLACED BY THE
DEVELOPER.
DEVELOPER:
SHEET
TITLE
QUANTITY
C0.0
COVER
BLUE HEEL DEVELOPMENT, LLC
C0.1
CALCULATIONS
CONTACT: JULIE GAVAGHAN
C0.2
CALCULATIONS
4505 FAIR MEADOW LANE, SUITE 110
C1.0
EXISTING CONDITIONS
RALEIGH, NC 27607
C2.0
SITE PLAN
919.291.6364
C3.0
UTILITY PLAN
[e-mail]
C4.0
GRADING & DRAINAGE PLAN
60
C4.1
GRADING & DRAINAGE PLAN
5, THERE SHALL BE NOTOWNHOMES ADJACENT (LOCATED WITHIN 75 FEET
C4.2
STORMWATER MANAGEMENT DETAILS
25
C5.0
PHASE 1 EROSION & SEDIMENT CONTROL PLAN
775
C5.1
PHASE 2 EROSION & SEDIMENT CONTROL PLAN
C5.2
PHASE 1 NPDES STABILIZATION PLAN
ENGINEER
C5.3
PHASE 2 NPDES STABILIZATION PLAN
OF RECORD:
C6.0
ROAD 1 PLAN & PROFILE
C6.1
ROAD 2 PLAN & PROFILE
C6.2
ROAD 3 PLAN & PROFILE
FLM ENGINEERING, INC
C6.3
ROAD 4 PLAN & PROFILE
CONTACT: JON D. FRAZIER, PE
C6.4
ARTHUR PIERCE ROAD PLAN & PROFILE
PO BOX 91727
C6.5
ARTHUR PIERCE ROAD PLAN & PROFILE
RALEIGH, NC 27675
C6.6
FUTURE GREENWAY PLAN & PROFILE
919.610.1051
CTO
LANDSCAPING & LIGHTING PLAN
[e-mail]
C7.1
LANDSCAPING & LIGHTING PLAN
C8.0
STRIPING & SIGNAGE PLAN
MINIMUM WIDTH OF 50 FEET WITH NO AVERAGING ALLOWED.
C9.0
SITE DETAILS
DO NOT USE FOR CONSTRUCTION
C9.1
SITE DETAILS
10. THERE SHALL BE NO LOTS LOCATED WITHIN 100 FEET PERPENDICULAR
C9.2
WATER DETAILS
C9.3
SEWER DETAILS
AND DEPICTED ON EXHIBIT B'
C9.4
STORM DRAINAGE DETAILS
• 0439321; 8424 ROSIERE DRIVE
C9.5
EROSION & SEDIMENT CONTROL DETAILS
PROPOSED LINEAR FOOTAGE QUANTITIES
UTILITY
DIAMETER I MATERIAL
QUANTITY
PUBUC STREET/FIRELANE
-
2,777 LF
WATER
8"O DUCTILE IRON
2,872 LF
WATER
IrO DUCTILE IRON
1,866 LF
SANITARY SEWER
8110 PVC
1,429 LF
SANITARY SEWER8"0
DIP
885 LF
WATER TAPS
1" SOFT K COPPER
60
SEWER TAPS
4"0 PVC
60
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
ZONING CONDITIONS
.• ,
' Oep,
1, USES SHALL BE LIMITED TO DETACHED DWELUNGS, TOWNHOUSES AND
NEIGHBORHOOD RECREATION.,T,'
2. ALL DETACHED DWELLINGS AND TOWNHOMES SHALL BE LIMITED TO
AGE-RESTRICTED WITH ASSOCIATE. AMENITIES. A DECLARATION OFCOVENANTS, CONDITIONS, AND RESTRICTIONS("DECLARATION")PROVIDING THAT AT LEAST EIGHTY PERCENT (80%) OF ALL OCCUPIED
UNITS SHALL HAVE AS A RESIDENT AT LEAST ONE PERSON AGE 55 OR
OLDER CAGE RESTRICTION') SHALL BE RECORDED WITH THE
•,:'
�''•,',•'�IyATMAN„••'
•••.•.
APPLICABLE REGISTER OF DEEDS OFFICE. PRIOR TO APPLYING FOR ANY
POSTED
SPEED
BUILDING PERMITS, AN OPINION LETTER FROM AN ATTORNEY LICENSED
WIDTH
(B -B)
TO PRACTICE IN NORTH CAROLINA SHALL BE PROVIDED TO THE TOWN
ROAD 1
STATING THAT THE AGE RESTRICTION WAS DRAFTED IN A FORM THAT
30
THE ATTORNEY, IN THE EXERCISE OF CUSTOMARY PROFESSIONAL
DILIGENCE, WOULD REASONABLY RECOGNIZE AS COMPLIANT WITH THE
REVISION HISTORY
REV DESCRIPTION DATE BY
#
FAIR HOUSING ACT 42 U.S.0 SEC. 3601, ET. SED., AND THE NORTH
CAROUNA STATE FAIR HOUSING ACT, N.C. GEN. STAT. 41A-1, ET SEQ.
PUBLIC, LOCAL STREET
3. TOWNHOUSES SHALL BE GROUPED IN NO MORE THAN TWO (2)
DWELLING UNITS PER'BUILDING,' SO THAT ALL TOWNHOUSES WILL
27
EFFECTIVELY BE'ENO UNITS.'
ROAD3
PUBLIC, LOCAL STREET
4. TOWNHOUSES SHALL CONSTITUTE NO MORE THAN 60% OF THE TOTAL
30
NUMBER OF DWELLING UNITS.
5, THERE SHALL BE NOTOWNHOMES ADJACENT (LOCATED WITHIN 75 FEET
ROAD4
OF THE PROPERTY LINE) OF THE DETACHED DWELUNG LOTS IN KILDAIRE
25
CROSSING, SPECIFICALLY THE FOLLOWING PARCELS IDENTIFIED BY
27
775
WAKE COUNTY REAL ID AND STREETADDRESS AND DEPICTED ON
EXHIBIT A'
• 0425156; 8412 ROSIERE DRIVE
• 0425155; 8408 ROSIERE DRIVE
• 0425154; 8404 ROSIERE DRIVE
• 0425153; 8100 ROSIERE DRIVE
• 0425124; 8328 ROSIERE DRIVE
• 0425123; 8324 ROSIERE DRIVE
• 0425122; 8320 ROSIERE DRIVE
• 0425121; 8316 ROSIERE DRIVE
• 0439321; 8424 ROSIERE DRIVE
• 0439320; 8428 ROSIERE DRIVE
• 04393 19;8432 ROSIERE DRIVE
• 043931 8;8436 ROSIERE DRIVE
• 0439317; 8500 ROSIERE DRIVE
• 0439316; 8504 ROSIERE DRIVE
ORIGINAL PLAN SIZE' 24" X 36"
• 0439315; 8508 ROSIERE DRIVE
• 0446047; 1108 DOZIER WAY
04
• 46068; 1109 DOZIER WAY
6. THE MAXIMUM DENSITY SHALL BE THREE (3) DWELUNG UNITS PER ACRE.
7. THE COMMUNITY GATHERING SPACE SHALL BE A MINIMUM OF 8,000
SQUARE FEET.
8, THE STREETSCAPE ALONG ARTHUR PIERCE ROAD SHALL HAVE A
ISSUED FO
MINIMUM WIDTH OF 50 FEET WITH NO AVERAGING ALLOWED.
PERMI ITTTING
9. AREA LOCATED WITHIN STREAM BUFFERS OR URBAN TRANSITION
BUFFERS SHALL NOT BE CREDITED TOWARD MEETING LOT SIZE OR
DO NOT USE FOR CONSTRUCTION
SETBACK REQUIREMENTS.
10. THERE SHALL BE NO LOTS LOCATED WITHIN 100 FEET PERPENDICULAR
TO THE REAR PROPERTY LINES OF SPECIFICALLY THE FOLLOWING
PARCELS IDENTIFIED By WAKE COUNTY REAL ID AND STREET ADDRESS
AND DEPICTED ON EXHIBIT B'
SCALE ADJUSTMENT
• 0439321; 8424 ROSIERE DRIVE
• 0439320; 8428 ROSIERE DRIVE
• 0439319, 8432 ROSIERE DRIVE
THIS MRIS I INCH IN LENGTH
• 0439318; 8436 ROSIERE DRIVE
ON ORIGINAL DRAWING
• 0439317; 8500 ROSIERE DRIVE
+�
• 0439316; 8504 ROSIERE DRIVE
• 0439315, 8508 ROSIERE DRIVE
IF IT IS NOT INCH ON Tis
SHEET, ADJUST YOUR SCALE
11. A MINIMUM OF 1,000 SQUARE FEET OF OPEN SPACE SHALL BE PROVIDED
ACCORDINGLY
DEVELOPMENT PLANS
FOR EACH DWELLING UNIT. SUCH OPEN SPACE SHALL MEET THE
STANDARDS OF LDO SECTION 8.3.2.
19 -DP-####
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY, NC
TOWN OF CARY
WATER RESOURCES DEPARTMENT
APPROVED UTILITY EXTENSIONS
WATER PERMIT #
SEWER PERMIT #
RECLAIMED
WATER PERMIT #
BY:
ebhw�u'
i"
DATE: 12-06-2010
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
COVER
CO.O
SHEET 1 OF 29
ROAD CLASSIFICATION TABLE
ROADWAY
CLASSIFICATION
POSTED
SPEED
DESIGN
SPEED
WIDTH
(B -B)
CENTERLINE
LENGTH
ROAD 1
PUBLIC, MINOR COLLECTOR
30
35
35
717
ROAD2
PUBLIC, LOCAL STREET
25
30
27
654
ROAD3
PUBLIC, LOCAL STREET
25
30
27
631
ROAD4
PUBLIC, LOCAL STREET
25
30
27
775
TOWN OF CARY
WATER RESOURCES DEPARTMENT
APPROVED UTILITY EXTENSIONS
WATER PERMIT #
SEWER PERMIT #
RECLAIMED
WATER PERMIT #
BY:
ebhw�u'
i"
DATE: 12-06-2010
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
COVER
CO.O
SHEET 1 OF 29

SEE MATCHLINE THIS SHEET
'TOWNO\ CEX 30 ENWAY EX STORM DRAINAGE SYSTEM (7YP)
\ ESMT i EX SANITARY EX 6' DIP ` \
/ V SEWER MANHOLE WATERLINE; KILDAIRE CROSSING
/ (TYP) DEPTH SUBDIVISION. PHASE 2
UNKNOWN B.M. 2017, PAGE 1708-1713 9 'I
SUBDIVISION, PHASE 3
B. M. 2017, PAGE 818-623 ENGINEERING
EX FIRE \ \ y0 / j % / / POST OFFICE BOX 91727
SEE MATCHLINE THIS SHEET ; APB •1V HYDANT (TYP) DOZIER WAY RALEIGH, NORTH CAROLINA 27675
\ / \ �� WeD / FIRM NC LOICE: 919.610.1051
NUMBER C-0222
HOGAUBL DRIVE \ tib i �i 50' PUBLIC RNV
/ 70' PUBLIC RNV �1� e / I _ /
00 \ EX STREAM (TYP.) EX 8' DIP WATERLINE:
1A ` AO' L 1 I �^ \ DEPTH UNKNOWN / —
/ \ J , EX. RIGHT-OF-WAY FOR/AI '0 `N
VL EX RETAINING �/ : �\ (OF RED DRIVE /
WALL - I - 11a \ (OFFERED FOR DEDICATION). l % / / NNNNNNAAAAAA
\ h D.M. 2017, PAGE 1712 / .a 1.5 \ °G
5 \ 12 EX 8" PVC SANITARY =p e':s
SEWER MANHOLE 2 (1,.`y -
Y1 \a1? - \ \ / / I / / / /fie SUBDIVISION, ON PHASE
IRE CROSSING
y B.M. 2117, PAGE 818-823
W W _ W — W W \\ \ \ o J / EX WETLAND (TYP.) /
KILDARE CROSSING ` ,p' EX CONSTRUCTION
i 7
SUBDIVISION, PHASE 1 / ESMTS. FOR DOZIER �� EX SANITARY ;
1 B. M. 2014, PAGE 1382-1386 % DRIVE EXTENSION J SEWER MANHOLE
i
^ r j RIM; 450.69'
\ A 547 6T 44 EX DILAPIDATED BUILDING �y '6 / /. ' I \ REVISION HISTORY
I 1 87 V , ' INV. OUT'434.32' / REV DESCRIPTION DATE BY
\ \ (TO BE REMOVED) n
I 1 \\ 15.T0� / - I \ / / / j / 3g82A 01
I 1g19 Jll 100'NEUSE RIVER RIPARIAN BUFFER \ �%l \/ /
MEASURED 50' FROM TOP OF BANK)ASO
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APB D
-' o � ) ��/ WeD
r
33' _ EX LIGHT POLE I `.•" 7 I o 5 /
14' E EX SHED /
(TO BE RELOCATED) - - / I _ r I '. e .6°� (TO BE REMOVED) /
RL Ohk, WeD
RL 1 \ / �y Jp', EX SHELTER \ /
L-1 - 2 RL -3 \ ._ ... EX BARN I \ �.,,� ,� j (TO BE REMOVED)
55. ` �.� w` \ EX OVERHEAD ( 10 i \ H/LCREST
ELECTRIC (TO BE REMOVED) / $ r eI`SUBDIVISION PHASE 2
(_ Dh (TO BE RELOCATED EX POND /
26 (_25 k ) _ B.M. 1995, PAGE 1888
_24
e l
_ \ EX SHEDS
(TO BE REMOVED) g
\ EX SHEDW7PAVEDPAD \ \ 1 �.__, N �'� / yl" -
- (TO BE REMOVED) , / p� - SHEDS
\' 0 `tt O BE REMOVED) ` ORIGINAL PLAN SIZE' 24X36"
LEGEND a� \ hk. \ `-- 7 j EX. SHED - 'o \
EX GRAVEL DRIVEWAY \ Q (TO BE REMOVED) p \
(TO BE REMOVED) 4 / EX WELL \
EX. PROPERTY LINE EX \ - !1 (TO BE ABANDONED) �Yt��- \
EX. RIGHT-OF-WAY 15"RCP - \ EX. SUBDIVISION pc• .- - > \
R4- LINE (PROPERTY TO
EX. ADJACENT OWNERS \\�'- ��y - \ - Q --_i BE RECOMBINED
s
-------- EX. EASEMENT
450 — EX. MAJOR CONTOUR (5') r�L, / / EX DWELLING LINDA CLARK \
EX. 18" RCP p ✓ EX WELL HOUSE 9 (TO BE REMOVED) D.B. 14 E PAGE 3851 S
- EX. MINOR CONTOUR (1) (TO BE REPLACED) \ \ �� ,., .p2 l (TO BEREMOVED)' 1 yA ISSUED FOR
— .. .. EX. STREAM P/Na 076001-36-7972
�_ EX RETAINING WALL
EX 18"ROP � '� ...� �3 \ ,,'DWELL/NG ' %� � PERMITTING
EX. STREAM BUFFER s o j -aB4 APB I\- (TO BE REMOVED)
(TO BE REMOVED) (TO BE REMOVED) � \ �, � DO NOT USE FOR CONSTRUCTION
...... ...... .... EX. SOIL UNE \• '. ~ \ -----_
EX. CHAIN UNK FENCE EX. UTILITY R< RC .... ( / / — — l
I
—SS—SS EX. SANITARY SEWER STRUCTURES \�\ 7S x(70 EX 15"RCP �1-------� `-- �s�---G�'
(TO BE RELOCATED) RY• (TO BE REMOVED) g5 -- — �— G / G 60 30 0 60
— OHW— OHW— EX. OVERHEAD ELECTRIC LINE \ -�� — — t> -r G G G G +--� r� G G ---
-�—__—.--�— 2 G G G SCALE:I INCH =60 FEET
— W — W — EX. WATERLINE EX. 15'RCP \'2 '�'-QrB, °i§'.A1' �/""� G G G G G G ----------
(TO BE REMOVED) 7 0. L G G G ' G __ G G GG G _— '? G — --_ _ -
-G G — EX. GAS LINE --0 RG7 G G—C _ ----�— `� — SCALE ADJUSTMENT
—C C — EX. COMMUNICATIONS LINE0 \ N THIS _'IS t INCH IN LENGTH
_ Q9— — —' — _ ON ORIGINAL I—ING
SD — SD — EX. STORM SEWER G -- — - '19��• EX 50' GAS PIPELINE I �I
\ EASEMENT W. IF IT Is NOT I wcH oN THIB
EX. ASSESSMENT
WITH NUMBER D. B. 1570, PAGE 27 01 ass..___ __— SHE IS OT INC ONTHLE
PER ASSESSMENT REPORT EX 18'RCP _ zJ
S I \\ gCCORD NGLY
\NOTES � ' � EX COMMON/CATIONS �• 19 `� , - DEVELOPMENT PLANS
\ '. IT
Q- - 19 -DP-####
hW 4 �� BE REMOVED)
1, BOUNDARY, TOPOGRAPHY, FEATURE, UTILITY AND TREE SURVEY DATA PROVIDED BV CAWTHORNE, MOSS 8 PANCIERA, P.C. ON �
LINE EX GRAVELDRIVEWAY
OCTOBER 5 2018. EX 15"RCP
2. THERE ARE NO FLOOD PRONE AREAS PRESENT PER FEMA FIRM PANEL NO. 372007600J, EFFECTIVE MAY 2,20m IlkAR\ L 6 \ CORBINTON COMMONS AT
3. SURFACE WATERS ARE PRESENT WITHIN THE PROJECT AREA. DELINEATION PERFORMED BY CAROLINA ECOSYSTEMS AND �F/� O/1� ;�.` . APB AVE
KILDAIRE
�S CF �` SEANM WOODY ARTHUR PIERCE RD
FEATURES LOCATED BY BEEN
COMPLETED
MOSS 8 PANCIERA, P.C. NCOWR BUFFER DETERMINATION AND USACE JURISDICTIONAL .R _ 60, \ S� ti D d. 10567, PAGE 13161 rA Dv AIr
DETERMINATION HAVE BEEN COMPLETED '
4. TREE SURVEY VERIFICATION AND CHAMPION TREE ASSESSMENT PERFORMED BY LEAF 8 LIMB. REFER TO CHAMPION TREE
ASSESSMENT REPORT DATED DECEMBER 2017 AND TREE SURVEY UNDER SEPARATE COVER.
5. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.
6. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
7. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
8, THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
CALL 48 HOURS BEFORE SOIL TYPES
YOU DIG
APB -APPUNG SANDY LOAM, 2 TO 6 PERCENT SLOPES
CeB - CECIL SANDY LOAM, 2 TO 6 PERCENT SLOPES
NORTH CAROLINA PBD - PACELET SANDY LOAM, 10 TO 15 PERCENT SLOPES
ONE -CALL CENTER WeD - WEDOWEE SANDY LOAM, 10 TO 15 PERCENT SLOPES
\
PINa076001-36-5901
"' •• • •"
�\
O/y
K,\
\ EX SHED
c
(TO BE REMOVED)
\ RL
i,
EX GRAVEL DRIVEWAY
`�
blue iiRl
EX GAS 0
LINE (TYP)
K' \
\� (TO BE REMOVED)
�' \
DATE: 12-062018
SCALE: ASSHOWN
"DIP SANITARY
EX 6SEWER FORCE
RYY4 r
Oh-_�
DESIGNED BY: FLM
MANS; DEPTH
APPROVED BY: FLM
UNKNOWN
,n
PROJECT NO.: 18021
EX. 8' PVC SANITARY
SEWER DEPTH
UNKNOWN \
EXISTING CONDITIONS
I� C1 0
1-800-632-4949 P&o
SHEET 4 OF 29
OZO18 TH6ORgWNG SWLLL NOT BE RE—CE. IN WHOLE g21N
RART WRHOUT WRRTEN RERLlSSpN OF N u FNGINFFRMG INt'

TOWN OF CARY PLANNING DEPARTMENT LEGEND I
REQUIRED GENERAL NOTES HOGARTH DRIVE
EX PROPERTY LINE \ 7O' PUBLIC R/W
1. NO FENCING SHALL BE PLACED WITHIN A BUFFER -
EX. RIGHT -OF -WAV / \
UNLESS INSTALLED AT ONE TIME FOR THE ENTIRE
LENGTHOF BUFFER OR STREETSCAPE. NEITHER - - - - - EX. ADJACENT OWNERS 'I
CR.'S.-
INDIVIDUAL LOT OWNERS NO THE HOMEOWNERS' ------- EX. EASEMENT SUBDIVISION. PHASE 2 PROP.
ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL B.M. 2017, PAGE 1708-1713 \ GREENWAY / // / \
FASHION. PRIOR TO PLACING AFENCE INA BUFFER OR - - EX. STREAM \ ESMT. / \ K/LDA/RECROSSING
VISION, PHASE 3
AND APPROVEDT BYFENCE SHALL BE THETOWN OF CARY. EMITTED TO - - - EX. STREAM BUFFER \ \ / l ,M 2SUBD017, PGE 818-823 ENGINEERING
PROP, RIGHT -OF -WAV
2. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO \ \ \ \ \ //
PROP. LOT LINES /
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. \ EX STREAM \ � EX 100' NEUSE RIVER POST OFFICE BOX 91727
��-----�-- PROP. EASEMENT/BUFFER \ �� / // (TYP) \ RIPARIAN BUFFER MEASURED RALEIGH, NORTH CAROLINA 27675
PROP. FENCE /
�\ FROM TOP OF BANK (TYP) PHONE: [phone]
D \ � \ � � � / / -
PROP. PRIVATEFIRM NC LICENSE NUMBER C-4222
TRAFFIC CONTROL NOTES \ \ / / OPEN SPACE PROP RETAINING
PROP_ S CONCRETE / /
\ / WALL RW4 DOZIER WAY
.// /
1. ALL TRAFFIC CONTROL SIGNS AND MARKINGS SHALL BE IN SIDEWALK(TYP)(BV OTHERS) $Q' PUBLIC R/W
-
ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD. \ \ / // •. yr q ( /''
PROP. TYPE A PERIMETER \ / PROP. STORMWATER CONTROL
2. ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS BUFFER (MIN 30', AVERAO=r^ m\ j MEASURE IN VARIABLE WIDTH / •,...••""'••.,•••
THE MINIMUM REQUIREMENTS OF THE MUTCD. FOR 40'REc1""-' //\ \ \ / ,� - DRAINAGE ESMT.
\ PROP. 60' PUBUC RAN �e \ \\ // 4 EX. WETLAND /V l :� �� /'+ ;~� . ~ ;•
STREET LIGHTING NOTES � / NPJ PROP 4' -TALL BLACK
VINYL COATED CHAIN g
PROP. LINK FENCE
-B
1. IN ACCORDANCE WITH THE TOWN OF CARY'S STREET LIGHT // •s.35'B �i 1" O,
POLICY, THE OWNER, DEVELOPER, OR SUBDIVIDER OF A \ 8 / j PROP. 50' PUBUC
n�LUA/RE CROSSING j/ \ /I / /[//p RNV(TVP) / /�i K/LOA/RECROSSING
SITE PLAN H SUBDIVISIONIS RREQUIRED TO INSTAi' SUBDIVISION, PHASE I �i \ SUBDIVISION PHASE3
STREET LIGHTING VIA UNDERGROUND rr' B.M. 2014, PAGE 1382-/386 / \ \ /j ( PROP. RETAINING i \ B.M. 2017. PAGE 818.823
ALONG ALL PROPOSED STREETS .__ MISTING \ \ 1 \ I / WALL RW -3 PROP. 27' B -B (TYP.)
STREETS THAT ADJOIN THE PRO, ( \ I - (BV OTHERS) / \
2. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL / / 0 // / \ \ - �O' D \ R371' / / yre PROP. F CONCRETE
/, \ - i R400' //^\ REVISION HISTORY
INSTALLATION COSTS ASSOCIATED WITH STREET LIGHTING R55' / S` \ / I I / / \ SIDEWALK (NP.) \ /
ALONG PROPOSED STREETS, ADJACENT STREETS, AND \ // / 1," I I I I PROP. RETAINING / ° • / \ 56 REV
THOROUGHFARES AS REQUIRED PER TOWN OF CARY ' \// I = 1b' x 287' SIO,HT WALL RW -2 I / \ \ \& \ / # DESCRIPTION DATE BY
J'\ 10 //v 14 DISTANCE SMT BY OTHERS \ '?o °°/ \ 25 \\ i
POLICY STATEMENT NO. 13. THE DEVELOPER SHALL \ / bo- /^ _ / TO BE DEDICATEUI )
CONTRACT DUKE PROGRESS AFTER PLAN APPROVAL AND % R45' \•°e \ / °ys\ / - / / V \ /
PRIOR TO CONSTRUCTION TO DEVELOP A STREET LIGHTINGI \ / �• Ra ( I ) I / y{- PROP. GREENWAY
PLAN. �.."r e I 8 L/i/ \ % / � \ 1 / I //' I EASEMENT
\ \ R25' T / / i I PROP. 10' STREET -SIDE TRAIL 10' x 278 SIGHT /
I PROP. 50' TYPE A 8 ,iW %� \ 1
_ STREETSCAPE TYP. L \ � � \ �R25' t> / °� 12 / I I \ \ \ A 'e' h'j 5
( / a O PROP. 30' TYPE A 7 /r \ � / 9 ° '/` DISTANCE (ESMT. /
.\gra 3 STREETSCAPE (TYP. \ • ,y TO BE DEDICATED)
ALONG ARTHUR \�� \J°\ / ¢ `O� / /
_ PIERCE RD.) \ � / / / / BOTH SIDES OF ROAD 1) / 23 \ /�
_ PROP. 5' RAJ DEDICATION
HALFOF70'RNJ
/I t5'x331�IGHT /-[
PROP. 30" CURB \ \ �/� a 5 / aQ q / DIGTANC m r �'O°.w / / 48 / ry .{, \ �,A HILCREST
\ y,.� Ob / ` / \ / 6 [\ / \ a. \ \ SUBDIVISION, PHASE
8 GUTTER ° j �,r \ / ,t O // ami I ° 1h 0 x 239' SIGHT. �[ \' �' \ 9 BM. 1995, PAGE 1688
DISTAN
5'
/ 0 / b°e. / (TVP
R20' �,rt,. / O� /I
� _ _ \\ • / 9" � .) .•\ /�� /a 8 /r\ s/ � s
R25'(TVP.) :18 //?
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
\
•'p,°,
TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS,
19 -DP-####
THE LATEST REVISION.
PROP. APPROX. 8 PAVEMENT
�3�•
2. ALL ADA RAMPS SHOWN SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CURRENT TOWN OF CARY DETAIL
WIDENING FOR HALF \
OF 42' B -B SECTION
�
\
03000.14.
45 1.31% 765
µ
\ \
3. ADA RAMP LOCATIONS ARE APPROXIMATE ONLY. ADA
15' x 497' SIGHT
`
RAMPS SHOULD BE LOCATED AND CONSTRUCTED IN
DISTANCE
6.5
ACCORDANCE WITH TOWN OF CARY AND NCOOT
STANDARDS
ARTHUR PIERCE RD
\
PROP. STANDARD g
AFTER THE LOCATIONS PROPOSED STOP
BARS AND/OR PEDESTRIAN CROSSWALKS.
LOT NOTES
CURB RAMP (TYP.)
4. ALL SPECIALTY STREET SIGNS AND POSTS SHALL BE
CARY, INC
ROAD2
SUBMITTED TO THE TOWN OF CARY FOR REVIEW AND
7 LOTS 1, 2, 4, 5, 12, 13, 28, 27, 38, 37, 39, 40,
15' x 287' SIGHT
APPROVAL IN ACCORDANCE WITH TOWN OF CARY POLICY
42, 43, 50, 51, 55, 50, 58, AND 59 ARE
/
STATEMENT NO. 85 PRIOR TO INSTALLATION.
ATTACHED UNITS. ALL OTHER LOTS ARE
DISTANCE
WF
DETACHED.
5. PRIVATE OPEN SPACE SHALL BE MAINTAINED BY THE
10 x 331' SIGHT /
HOMEOWNERS' ASSOCIATION.
2. DRIVEWAYS SHALL BE SPACED MIN. 10.5'
DISTANCE
\
TO PROVIDE 3.5' BETWEEN 3.5' RADII PER
/
6. ADJACENT OPEN SPACE SHALL BE RECORDED AS LOTS ARE
THE TYPE 1811 DRIVEWAY DETAIL.
/
RECORDED.
m
ATTACHED
BLDG. (TVP.)
7. THE DEVELOPER SHALL OBTAIN PERMISSION FOR OFFSITE
CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION, IF
APPLICABLE.
8, ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A
GOOD, LONGITUDINAL JOINT. MILL 1.S AT 1.5" DEEP MINIMU
TOPROVIDE A LONGITUDINAL LAP JOINT FOR THE FINAL
SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIO
OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO
BE PAVED.
9. PER THE NORTH CAROLINA STATE BUILDING CODE,
RESIDENTIAL CODE SECTION R302.1 EXTERIOR WALLS,
EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF
LESS THAN Y SHALL HAVE NOT LESS THAN A ONE-HOUR
FIRE RESISTIVE RATING WITH EXPOSURE FROM BOTH SIDES
PROJECTIONS SHALL NOT EXTEND TO A POINT CLOSER
THAN 7 FROM THE LINE USED TO DETERMINE THE FIRE
SEPARATION DISTANCE.
10. RETAINING WALLS WILL REQUIRE A SEPARATE PERMIT FRO
THE TOWN OF CARY INSPECTIONS AND PERMITS
DEPARTMENT.
11. ALL PROPOSED RETAINING WALLS THAT EXCEED 30'• IN
HEIGHT SHALL HAVE A GUARDRAIL DESIGNED WITH A
MINIMUM HEIGHT OF 42" AND WITH INTERMEDIATE
ELEMENTS SPACED NO FARTHER THAN 4•' APART. THE
GUARDRAIL SHALL BE IN COMPLIANCE WITH THE NC STATE
BUILDING CODE SECTION 1013.
CALL 46 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
/p \ O 9 aN \ 30 \
/ y/•q 15' 27 SIGHT / PROP. RETAINING / a \ \ 1 \ \
DIS CE Y/ / 5' ryp WALL RW -5 \ \ +i �� \ \ ORIGINAL PLAN SIZE' 24" % 36"
) (BV
R200'. ° � \ .b``` /. 9 � \�\ •r -/ 3 "- I \ ., \ 31 \\ S. \
_ \
zz
R25' \
BU /�59 \ \ \ I R45'VF
--„ow J III 45 II �•1 II 32 `\\ LINDA CLARK \ \
gO 15' OB 14-E. PAGE 3851
x68'SIGHT DISTANCE - R200' \I• PIN#07W.01-36-972 ISSUED FOR
58 9 \ / "P>
57 °., (TERMINATED IN CUL-DE-SAC) -
-\ PERMITTING
8
--- C// 53 I I G
m' \ - 56 k / - - / O I I 44 I $ 33 / \ a D O NOT USE FOR CONSTRUCTION
a � I ���• II 9 i
PROP. RETAINING -
WALL RW -1 / / O I 5 Q. \\ 60 30 0 80
(BY OTHERS) "+� / Ips ------- � PROP. RETAINING
------ -n ------ PROP. 5'PLANTING/ J al - -- SCALE'1INCH=60 FEET
\ - UTILITY STRIP (TYP.) - - S4'r - -WALL RW -6
y ,- 1r I (BY OTHERS) SCALE ADJUSTMENT
PROP. TYPE 3 4,� PROP. 31,680 SF _ _ _ _ _ _ -
\ CURB RAMP -' - GATHERING SPACE - -- I -'Aar \ - \ \\ I 35 1HIM RKII L0IN LErvGTn
PROP, 5,780 SF \ _ _ _
O --- ® C ON ORIGINAL DRAWING
PROP. STANDARD �_ GATHERING - - SEE MAIL 8 43 \•P. $�\\ II g 0
GREENWAY CURB SPACE KIOSK INSET ASFy R20U' / +0 4 \ rR48'" I �I
EX 50' GAS I R25% `-I \ I \
RAMP(TYP) PIPELINE I /\ ° \ %' IFrt .-. INCH ON rHIs
\ e \ PROP. 30"STANDARD SHEET. AD3usT roux scALE
EASEMENT / ACCORDINGiv
g / /r •- > \J CURB B GUTTER (TYP.)
15'x 430'SIGHT \ \ D. B. 1570, 8 42 /. •4' // \ R35'
DISTANCE PAGE27 s / \ I DEVELOPMENT PLANS
11�PROP. TYPE 1
DRIVEWAY APRON
PROP. R7 -21A SIGN,
SHALL READ"MAIL
PARKING, 15 MINUTE.
LIMIT'
PROP. VAN 24'
ACCESSIBLE
PARKING SIGN
(R7-8 & R7-aA) 8.
PROP. TYPE 2 9'
CURBRAMP
PROP. 6' -WIDE
TURNDOWN ` ig'
SIDEWALK
ALONG -----
PARKING--- _____--
- PROP. 5' X 25'CONCRETE
STALLS MAIL KIOSK PAD
MAIL KIOSK -
INSET
SCATF 1^=
\
/
41
\a
R2
R25'
R2T
19 -DP-####
STREET NAME(TIROUGH
TRAFFICI
STREETNAME(APPROACHINGSTREET, D NSPEEDOF UA.OF LEFT TURN OAP
STOP CONp1K9N) THROWH STREET IMPH) APPROACH (BEC)
/"��
40
LEFTT141NMW
DISTANCE(FT)
\
ARTHUR PIERCE ROAD
'yUgp\
45 1.31% 765
A@
Oj °
„
CORBINTON COMMONS AT
KILDAIRE
RU01
ROAD 2 FROM NORTH
3B /a
6.5
331
ARTHUR PIERCE RD
�iSRcF \ \
&O
• �- \ \ / 37-
65
a
PROP. TEMP
CARY, INC
ROAD2
ROAD3
/
368
BARRICADE
238
ROAD3
ROAD4
25 -t.b% T5
65
WF
238
SEAN M WOODY
D.B. 10567, PAGE 13161
blue heel
EX. 60' R/W
\
.
PROP 2 -UNIT
PIN# 0760,01-36-5901
EX. 21' EOP-EOP
\
m
ATTACHED
BLDG. (TVP.)
DATE: 12-06-2018
\
\
SCALE: AS SHOWN
\
DESIGNED BY:FLM
� \
^
APPROVED ByFLM
PROJECT NO' 18021
\ \ m SITE PLAN
C2.0
SHEET 5 OF 29
AASHTO INTERSECTION SIGHT DISTANCE TRIANGLE SUMMARY
STREET NAME(TIROUGH
TRAFFICI
STREETNAME(APPROACHINGSTREET, D NSPEEDOF UA.OF LEFT TURN OAP
STOP CONp1K9N) THROWH STREET IMPH) APPROACH (BEC)
RIGHT TURN WP
(SEC)
LEFTT141NMW
DISTANCE(FT)
RIGHTTURNSIGHT
MSTANCE(FT)
ARTHUR PIERCE ROAD
ROAD 1
45 1.31% 765
6.5
497
43p
RU01
ROAD 2 FROM NORTH
38 -1.48% 7.5
6.5
331
287
ROAD I-
30 080% 75
65
331
287
ROAD2
ROAD3
25 10096 75
65
276
238
ROAD3
ROAD4
25 -t.b% T5
65
2.
238
\ \ m SITE PLAN
C2.0
SHEET 5 OF 29

/
LEGEND
EX STORM DRAINAGE
EX. PROPERTY LINE � \ KILDARE CROSSING
EX SANITARY SUBDIVISION. PHASE 2 / \
EX. RIGHT-OF-WAY SEWER MANHOLE \ B.M. 2017, PAGE 1708-1713
EX. ADJACENT OWNERS EX 6'DIP
----------- EX. EASEMENT WATERLINE:
DEPTH \ / / \ ...."O"S.- ----- —450'— EX. MAJOR CONTOUR (5') UNKNOWN / / SUBDIVISION. PHASE 3
ruvi
EX. MINOR CONTOUR (1') \ CONNECT ATERLI"WATERLINE TO / / / • / B. M. 2017, PAGE 818-823 ENGINEERING
\ EXISTING WATERLINE WITHIN /// / \ /
EX FI E
EX. STREAM � HOGARTH DRIVE UTILIZING B" X 6' /
EX. STREAM BUFFER HYDRANT \ ^ ^ _MJ REDUCER / // \ EX 109' NEUSE RIVER POST OFFICE BOX 91727
^ ^ ' / \� RIPARIAN BUFFER MEASURED RALEIGH, NORTH CAROLINA 27675
EX. SOIL LINE / / /\ FROM TOP OF BANK
^ ^ / / (TYP) PHONE: [phone]
EX. CHAIN LINK FENCE HOGARTH DRIVE ^ ^ / / FIRM NC LICENSE NUMBER C-4222
\, \ / / i�'\ DOZIER WAY
_SS —SS EX. SANITARY SEWER 70' PUBLIC RAN \ PROP. 5' CONCRETE / / C •,
— OHW— OHW— EX. OVERHEAD ELECTRIC LINE \ \ \\ \ SIDEWALK(TVP.) // i • EX STREAM 50'PUBLIC R/W .�
W — W — EX. WATER LINE \ \ '♦\ // / % (Tl'P)
.
y CONNECT PROP. 8" WATERLINE TO
—G—G EX. GAS LINE �+ / EXISTING WATERLINE WITHIN i� `N •'
C — C — EX. COMMUNICATIONS LINE / \ \ // �� — • % DOZIER WAY SS•'••-
- EX. STORM SF1'. EX WETLAND J PROP. STORMWATER CONTROL • / / iEX - ~r - .
/ 18 MEASURE IN VARIABLE WIDTH SS I DEPTH UNKNOWN DIP /NE,
PR' .I --WAV // (TYP/ I DRAINAGE ES T.
PR. .LOT LINES
— — — — — — — — — — PROP. EASEMENTIBUFFER
K/LDA/RECROSSING \ / / \ \ .4/ �N / K/LDA/RECROSSING'•-
0 PROP. FENCE SUBDIVISION. PHASE 1 / \ \ / 15 1 I / i SUBDIVISION, PHASE 3'
/ / / PROP. 8" CL350 DUCTILE
— W — W PROP. WATER LINE B.M. 2014, PAGE 1362-1386 \ \/j N I r r� / IRON WATERLINE I \ B.M. 2017. PAGE 818-523
SS —S5 PROP. SANITARY SEWER / SEE ROADWAY PLAN 8 \ I • / / I ;
/ PROFILE SHEETS FOR SEWER \ I / EX. SANITARY
PROP. STORM SEWER // OO DESIGN INFORMATION I \ I I/ �^\ I SEWER MANHOLE
PROP. 8" CL350 q / • I RIM: 450.69' \ REVISION HISTORY
o PROP. WATER SERVICE �� / (SHEETS C6.0 -C6.3) / /NV OUT'434.32' /
0 PROP. SANITARY SEWER SERVICE \\///� 1 I I I I DUCTILE IRON �♦ / / \ REV
I I WATERLINE ♦ / ( / / / \\ \\ • \ / o DESCRIPTION DATE BY
PROP. TREE PROTECTION FENCE / \ \ / / / •/1� / \ /
PROP. 8" X 11'111 TEE
I 1 / i / \ / \ \\ I I / �✓ PROP. (3) MJ GATE
vALVEsBSOxEs,\
PROP. 8" X 6' MJ REDUCER
PROP. 8" X 6' MJ REDUCER PROP. HYDRANT ASSY
PROP. HYDRANT ASSY \ // ' I L / / / - \
\ \ \ v
^ \ // � � \ � / � / • 7 PROP. 8" CL350 DUCTILE
Q IRONWATERLINE
PROP. 8" CL350 DUCTILE HILCREST
_ IRON WATERLINE / / /r \ / / / \\ �' /\ SUBDIVISION, PHASE 2E 1688
BM. 1995, PAG
21 \ \ J O \ \\\
(TYP.) /� � / WATER SERVICE
WATER METER (TVP
SERVICE .)
PROP. 17' WATER LINE EXTENSION. W \ PROP. 4' SEWER \ //-,'2U
�
REMOVE EXISTING BLOW -OFF, \ W \\ SERVICE (TVP.) 1 / �'o,� \ PROP. 4" PVC SANITARY
LEAVING THE MAIN LINE VALVE. \ ��— \ SEWER SERVICE W/ 4r*'- /\/\ \
PROP. 8" X 6 MJ TEE / CLEAN-OUT (TYP)8 / / / / / \ Q \ PROP. 8" CL350 DUCTILE \ ORIGINAL PLAN SIZE: 24" X 36"
\ \ \ \ PROP. HYDRANT ASSY / ^ / / 1 / / / _ IRON WATERLINE \
PROP. 12' CL350 DUCTILE 1P / O I U // I 51 / — I 48 \\ , \ \ ♦ \ \
IRON WATERLINE \ \ \ \ �\J/ \ \�\\ ---/— — \\ \ 31 \
y O / / PROP. 8" X 6' MJ CROSS 1 O \ ♦ \
MJ GATE
VALVES B BOXES qO \ \ 1 L — — 1 \ \
UTILITY NOTES / / //j -- \\ \ \
60 PROP. 8" X 6' MJ REDUCER -
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 9, MINIMUM SLOPE FOR 4" SANITARY SEWER SERVICES \ / / PROP. HYDRANT ASSN _ — 1 45 1 I \\ • LINDA VF
W CLARK \
SHALL BE 2%. CLEANOUTS SHALL BE PROVIDED AS ' // PROP. 8" CL350 DUCTILE / /\ I — I I — 32
THE TO WN OF CARP STANDARDS, SPECIFICATIONS, AND W IRON WATERLINE I--= D. B. 14-E. PAGE 3851 ISSUED FOR
DETAILS, THE LATEST REVISION. THE DESIGN MEETS ALL SHOWN ON THE PLANS BUT SHALL BE SPACED AT NO \ 58 PROP. 8" X 6' MJ TEE I _ — _ _ _ _
_ — P/NN 0760.01-36-7972
CURRENT TOWN OF CARY STANDARDS AND DETAILS. GREATER THAN 75 LF FOR 4"SERVICES. ALL CLEANOUTS �3 �'� / / — — — — — I PERMITTING
�\ PROP. (3) MJ GATE / I I \
SHALL EXTEND A MINIMUM OF 6" ABOVE FINISH GRADE W / VALVES & BOXES �) \ O I \ DO NOT USE FOR CONSTRUCTION
ALL OR MEET THE OPTION CLEANOUT REQUIREMENT r
2. SHALLH VEARI ELEVATION
ION OF ONE PAVED AREAS METHODS AS SPECIFIED IN CARY STANDARD 07000.10. \\ / / ® / — / pROP. BLOW OFF ASSY I 44 I 33 \\• ---------------
SHALL HAVE A RIM ELEVATION OF ONE FOOT ABOVE CLEANOUTS LOCATED IN PAVED AREAS MUST HAVE CAST \ \ / / / 55 /
FINISHED GRADE. /9'45*I —
IRON RISERS AND FITTINGS AND BRASS CAPS. PROP. MJ BEND I K, \ / / /` — — —__ �
/ 0 / _— �-- — — —T G __ G G �, G G 60 30 0 60
3. WATER LINE SHALL BE 3' MINIMUM OFF EDGE OF CURB 10. BLOW -OFF ASSEMBLIES IN TRAFFIC AREAS SHALL BE \ / / --- -- — -- G G G _
UNLESS SHOWN OTHERWISE. INSTALLED PER TOWN OF CARY TRAFFIC AREA W \ \ \ G — G G G G G —� G — — SCALE: 1 INCH= 60 FEET
G G G
REQUIREMENTS. ------ G C —� G G
4. WATER MAINS SHALL E LAID AT LEAST 10' LATERALLY '6� G G G G
MEASURED FROM EDGE TO EDGHE FROM EXISTING OR �-- G — G -- G G —� G �— SCALE ADJUSTMENT
11. TAPING SLEEVES SHALL BE USED I N LIEU OF TEES ON G _ __---- ------
ELEVAT ED SANITARY OR STORM SEWER UNLESS THE ACTIVE WATER LINES. _G G C c C — --�C G I 43 \ \ \ \\\ 34 I III 35 I �4 TMION ORICIINsL OIKVLi'IENO TN
ELEVATIONS OF THE BOTTOM OF THE WATER MAIN IS AT _ G \ o
LEAST 18" ABOVE THE TOP OF THE SEWER WITH A 1` — — EX 50' GAS PIPELINE I \ PROP. 8" X 6' MJ REDUCER I 1�
HORIZONTAL SEPARATION OF AT LEAST 3'. WHERE A 12. CONTRACTOR SHALL LOCATED BOTH HORIZONTAL AND PROP. 17' X 6" MJ TEE \ EASEMENT I PROP. HYDRANT ASSY
WATER MAIN AND A SANITARY SEWER CROSS AND THE VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR PROP. HYDRANT ASSY \
TO START OF CONSTRUCTION. CONTRACTOR SHALL D. B. 1570, PAGE27 /�\ \ — / — IF IT ISNOTI INCN ON TNIs
VERTICAL SEPARATION IS LESS THAN 16' OR THE WATER qRT \ ✓ / \\ rouxscuE
LINE PASSES UNDER THE SANITARY SEWER, THE SEWER VERIFY THAT ALL VERTICAL CLEARANCES REQUIRED BY sNEET.no.usT y(/ 5 RCOOROYWR
MAIN SHALL BE DUCTILE IRON PIPE. ALL WATER LINES THE TOWNOF CARY ARE BEING MET PRIOR TO PROP. 17' X B" MJ TEE 42
SHALL BE DUCTILE IRON PIPE. CONSTRUCTION. ANY CONFLICTS WITH PROPOSED AND PROP. (2) 17' MJ GATE VALVE 8 BOX DEVELOPMENT PLANS
EXISTING UTILITIES \ \ )Y
i
L BE BROUGHT
O THE
5. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER AND ATT E TION OF THE THE OWNER OF THE PROJECT, AND PROP. 8" MJ GATE VAVLE 8 BOX %s� 3 S� �e< I� \ / ^ \ k. yob 19 -DP
ALL SEWER SERVICES SHALL BE 4" SCHEDULE 40 PVC 41 •
UNLESS OTHERWISE NOTED. THE ENGINEER OF RECORD. PROCEEDING WITH \// PROP. BLOW OFF \SY CORBINTON COMMONS AT
CONSTRUCTION SHALL BE APPROVED R, THE N/F \ KILDAIRE
B. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL RESPECTIVE UTILITY OWNER/OPERATOR, THE OWNER OF /
EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE PROJECT, AND THE ENGINEER OF RECORD. ANY / 38 / / SEAN M. WOODY ARTHUR PIERCE RD
LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS WORK PERFORMED BY CONTRACTOR WITHOUT THE PROP. 17' X 8" MJ TEE S `/ / / 37 / D.B. 10567, PAGE 13161 CARY, NC
BASED ON BEST AVAILABLE INFORMATION BUT CAN BE APPROVAL OF THE RESPECTIVE UTILITY HORIZONTAL RELATION OF WATER MAIN PROP. HYDRANT ASSY \ \ �\/ // O 9fi / P/NN 0760.01-365901
CONSIDERED ONLY AS APPROXIMATE. OWNER/OPERATOR, THE OWMER OF THE PROJECT, AND
THE ENGINEER OF RECORD WILL BE AT RISK TO THE TO SEWERS NOTES
S ` /
7. SANITARY SEWER MAINS INSTALLED WITH I DEPTH OF CONTRACTOR.
COVER OF A TO 26 SHALL REQUIRE SPECIAL BEDDING 1, WATER MAINS SHALL O O D AT LEAST 10 FEET LATERALLY /
IN ACCORDANCE WITH CARY STANDARD 07010. SEWER 13. CONTRACTOR SHALL OBTAIN COPIES OF APPLICABLE FROM EXISTING OR PROPOSED SEWERS, UNLESS THE ��
SERVICES INSTALLED WITH A DEPTH OF COVER OF I4'TO PERMITS AND SHALL COMPLY WITH ALL CONDITIONS OF WATERMAIN IS LAID INA SEPARATE TRENCH, WITHTHE VERTICAL RELATION OF WATER MAIN AND bili�ill61
20' SHALL REQUIRE CLASS I BEDDING FROM 4" BELOW EACH PERMIT ISSUED INCLUDING BUT NOT LIMITED TO, ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST
THE SERVICE T04" OVER THE SERVICE LINE. SEWER THE TOWN OF CARY WATER AND SEWER EXTENSION 16'ABOVE THE TOP OF THE SEWER. SANITARY SEWER MAIN TO STORM SEWER EX. 60'RAN \
MAIN AND SERVICES INSTALLED WITH A DEPTH OF PERMITS, TOWN OF CARY SEDIMENTATION AND EROSION NOTES \ \
COVER OVER 20' SHALL REQUIRE DUCTILE IRON PIPE FOR CONTROL PERMITS, NCDOT DRIVEWAY AND EX 21' EOP-EDP DATE 12-06-2078
THE ENTIRE RUN BETWEEN MANHOLES OR CLEANOUTS, ENCROACHMENT PERMITS, AND NCDWR AND USACE VERTICAL RELATION OF WATER MAIN TO 1. WHENEVERASANITARV SEWER OR WATER MAIN IS
ENVIRONMENTAL PERMITS. SEWERS NOTES CROSSING OVER OR UNDER A STORM SEWER, A VERTICAL \\ SCALE: ASSHOWN
8. A IS CON STRUCTION MEETING MAYBE REQUIRED FOR PROP. 17'ON W DUCTILE \
SEPARATION OF 18" SHALLDU TI MAINTAINED, UNLESS BOTH IRON WATERLINE \ DESIGNED BY. FLM
THIS CONSTRUCTION. 14. MANHOLES SHALL BE PAINTED TO MATCH SURROUNDING ARE CONSTRUCTED OF DUCTILE IRON OR ENCASED IN
COLOR. 1. WHENEVER A WATER MAIN CROSSES OVER A SEWER, THE CONCRETE. APPROVED BY: FLM
WATER MAIN SHALL ATELAID (WITH THE EAST IV*
OF THE FIRE PROTECTION DURING CONSTRUCTION \
CALL 48 HOURS BEFORE 5 ALL VALVES SHALL BE RESTRA NTD WITH RESTRA NED BOTTOM N THE WATER MAIN AT LEAST 16' ABOVE THE PROJECT NO.: 18021
YOU DIG JOINT PIPES PER THE CHART ON THIS SHEET SEWER, UNLESS BOTH THE WATER MAIN AND SEWER MAN
ARE CONSTRUCTED OF DUCTILE IRON AND WITH JOINTS WATERLINE RESTRAINED JOINT CHART 1 THE FIRE PROTECTION WATER SUPPLY SYSTEM, INCLUDING
FIRE HYDRANTS, SHALL BE INSTALLED AND BE IN AT LEAST
18, FULL SIZE VALVES ARE REQUIRED FOR ALL BLOW -OFF THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FORA THE FUNCTIONAL STATUS PRIOR TO PLACING COMBUSTIBLE \
ASSEMBLIES. DISTANCE OF WON EACH SIDE OF THE CROSSING. VALVE AND BEND SIZE RESTRAINED JOINT LENGTH MATERIALS ON THE PROJECT SITE. IF PHASED PROP. 12" X 6' MJ TEE � \ \ UTILITY PLAN
WHENEVER A WATER MAIN CROSSES UNDER A SEWER, THE PROP. HYDRANT ASSY \
17. THIS DESIGN MEETS ALL CURRENT TOWN OF CARY WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF 6" VALVES 25 LF CONSTRUCTION IS PLANNED, COORDINATED INSTALLATION
STANDARD SPECIFICATIONS AND DETAILS EXCEPT DUCTILE IRON AND WITH JOINTS EQUIVALENT TO WATER a, VALVES 31 LF OF THE FIRE PROTECTION WATER SYSTEM IS PERMITTED. \ \
NORTH CAROLINA COORDINATION OF THE WATER SV STEM WILL BE DONE \
WHERE SPECIFICALLY NOTED BELOW'. MAIN STANDARDS FOR A DISTANCE OF WON EACH SIDE OF 12" VALVES 48 LF THROUGH THE WATER RESOURCES DEPARTMENT. /'l�
ONE -CALL CENTER NO EXCEPTIONS REQUESTED THE CROSSING AND MAINTAIN A MINIMUM OF 18" VERTICAL 6' 45' VERTICAL BEND 14' UPPER BEND, 5' LOWER BEND FUNCTIONAL STATUS WOULD INCLUDE MEETING ALL \x' \ J . O
ENGINEER'S SEPARATION. A SECTION OF WATER MAIN PIPE SHALL BE &'45' VERTICAL BEND 19' UPPER BEND, V LOWER BEND PROP. BLOW OFF ASSY AT END J \ \
1800 632949 INIT ALS: CENTERED AT THE POINT OF CROSSING. 12"45* VERTICAL BEND 27 UPPER BEND, 10' LOWER BEND STANDARDS SET FORTH IN SECTION 06060 "TESTING ANO
INSPECTIONS OF 17' WATERLINE EXTENSION
—T TH6dUWMGS NOT BE REPitOOUCEO IN WHOLE Oft IN
SHEET 6 OF 29
awtWRHOUI WRRTEN f4RMISSpN OF ftl1 ENGINEERING.INC.

LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
- - - - EX. ADJACENT OWNERS
EX. CHANNEUSTREAM
EX. CHANNEUSTREAM BUFFER
EX. SANITARY SEWER
- --- EX. WATER LINE
- EX. STORM SEWER
450 EX MAJOR CONTOUR (5')
EX MINOR CONTOUR (T)
- -- PROP. RIGHT -OF -WAV
PROP. LOT LINES
- - - - - - - - - - PROP. EASEMENTIBUFFER
O PROP. FENCE \
-- W W PROP. WATER LINE \
--- SS -SS PROP SANITARY SEWER \ \
PROP. STORM SEWER \
450 PROP. MAJOR CONTOUR (5) \
PROP. MINOR CONTOUR IV)
KILDAIRE CROSSING
-'• -r -r -s - PROP. TREE PROTECTION FENCE SUBDIVISION, PHASE 1
B
\ .M. 20fa PAGE 13-2-1386
\ P^h
LOT NO.
/ I �
LOT NO.
FIFE (FT)
1
46950
31
471.50
2
481.50
32
473.50
3
468.50
37
4nAW
4
471.00
u
471 m
5
PROP 3H IV
-P
\ Q 1y
488.00
_ SLOPE
47sm
3s
46,.so
7
476.60
37
4M.50
a
47850
39
-W
LOT NO.
FIFE (FT)
LOT NO.
FIFE (FT)
1
46950
31
471.50
2
481.50
32
473.50
3
468.50
37
4nAW
4
471.00
u
471 m
5
4nW
35
488.00
s
47sm
3s
46,.so
7
476.60
37
4M.50
a
47850
39
-W
B
4MW
39
47300
10
4n.W
40
474W
11
47150
41
475.00
12
469.x0
42
nem
13
46600
43
4]800
14
4x150
44
475.60
15
491 w
4s
4n w
16
462.50
46
4,9.50
17
484.50
47
48350
t9
_,w
46
462m
19
46]50
49
4,1.00
n
498.50
50
415.00
21
466.00
51
.7W
n
46e.00
52
47400
n
4fi2.00
`.n3
475.60
24
4 m
u
4M.W
25
452.00
55
4,9.00
26
05100
59
48100
27
x56.00
57
x6550
28
48350
59
061.50
29
469.50
59
461.50
30
089.50
80
06150
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
OA1, THb ORnWING 51441 NOT BE REPR00UOE0 IN W -E M W
PMT WRNOUT WRITTEN PERN9,SION OF FLN ENGINEERMG. IND.
HOGARTH DRIVE
70' PUBLIC RNV
KILDAIRE CROSSING
SUBDIVISION, PHASE 2 / \
B.M. 2017, PAGE 1708-1713 \ // j / \
Rm
1 / ! K/LDA/RE CROSSING
\ y / s / /� 1 SUBDIVIGASE3
- NIN/ B. M. 2017,,PAGE 8BIB-823 ENGINEERING
EX RIGHT-OF-WAY FOR ' fF PROP. RETAIG /
HOGARTH DRIVE / •'�/ WALL RW4/ /
(OFFERED FOR DEDICATION) EX STREAM (TYP) (BY OTHERS) x EX 100' NEUSE RIVER POST OFFICE BOX 91727
\ _ RIPARIAN BUFFER MEASURED RALEIGH, NORTH CAROLINA 27675
�+ D. M. 2017, PAGE 1712 FROM TOP OF BANK(TYP) / --T- -- I"
\• \ �\ J ) PHONE: [phone]
PROP. TEMP.
CONSTRUCTION � \ - / / / F SSC j I FIRM NC LICENSE NUMBER C-0222
• !PROP. 2HAV ♦ •5o j�
ESMT. \. / // i A50'PUBLIC
SLDOZIER WAY
RNV /
PROP. STORMWATER CONTROL / \
\ \ \ \► / _% -s MEASURE INVARIABLE WIDTH '
%
ESMT. \ x� - •';#
► / DRAINAGE
ESS' ••. ,��':
EX. WETLAND j,YI I •:W-
/. (TYP) • _ f9 I
)I x x
/ y / KILDARE CROSSING ,•IATM�',•
SUBDIVISION. PHASE 3 O •D
� � � � • � -/� x � x x B -M_ 2017, PAGE 818-823
PROP. 3H:1V PROP. RETAINING 450
SLOPE WALL RW -3 e�O /E50 EX CONSTRUCTION
i / (BV OTHERS) \ Ir ESMTS. FOR DOZIER
PROP. S'CONCRETE \ DRIVE EXTENSION REVISION HISTORY
`/ "I
PROPRETAINING �(// 5 SIDEWALK (TYP.)
�� /
O / , \ `\ / DESCRIPTION DATE BY
WALL RW -2
(BY OTHERS)
SHEET 04 1 /
I\ /
'70-
3_
703_
w
/ \ \ SUBDIHIL EST
VISION, PHASE 2
03' / B 1995, PAGE 1688
� 4
INSET D.
SHEET 24 1 /
'/ / I / / � -PROP. RETAINING / \� \ \ \ ORIGINAL PLAN SIZE' 24" X 36"
WALL RW -5 '
\ / ! / / / I �O2 18 ✓ I 52 - 470 - • \
P10 I I as \ 1 ' WF \ \
FES -APs/ ,, / // -I ) } 32. . Ll WCLARK ISSUED FOR
I / D.B. 14-E, PAGE 3851
pF, `
P1N# 0760.01-36-7972
57 I
\\ I
a
PERMITTING
\ --
INING
PROP. RETAINING // / I / 53
WALL RW -1 ® / I
I
\ I qq
�I I O I
, sa
,O
SHEESEE T ET E
DO NOT USE FOR CONSTRUCTION
.
/
(BV OTHERS)
/
CQ -5{
S __
--- ------_-----
e
60 30 0
NOTES
SEE INSET A, \"
SHEET C4.1
� q60
- _ -�'
� --\ 4 p i
`
\
\
PROP. RETAINING _ _ -
- - - WALL RW -6
SSCALE
: 11NCH=50 FEET
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
TOWN OF CARY STANDARDS, SPECIFICATIONS, AND
\
\
\ \
_ _
_ _ _ ��
34 'Bs
O
I' 35
(BY OTHERS)
( I 0 _._
N
SCALE ADJUSTMENT
TNIs anR Is 1 wcu IN �Eucru
ou OF- IN HINLE -WING
DETAILS, THE LATEST REVISION. THE DESIGN MEETS ALL-.�
f
_ _ q 75 j SEE INSET B, EX 50' GAS PIPELINE
\
I
0 1i
CURRENT TOWN OF CARY STANDARDS AND DETAILS.
PROP. 3H 1I,
SLOPE...
1 SHEET C4.1 EASEMENT
\ D B. 1570, PAGE 27
\
'i\.
- -
-
I
IF Rrsuorl -.-
2. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL
HAVE A RIM ELEVATION OF ONE
` .
\\
x \
'.CB- s��
\
PROP. 30'STANOARD
5FIE'Sn USTv SI -E
FOOT ABOVE FINISHED
GRADE.
/ .�
" 142x \ U
_ -\
CURB 8 GUTTER (TVP.)
ALOouOINGLr
3. CONTRACTOR SHALL
DEVELOPMENT PLANS
VERIFY LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF
`
\`-s�
\
-
19\
EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BESTAVAJ
41 /
q
'QTy�R
a0.
3�&
ASA FROXIMATEMATIONBUTCANBECONSIDEREDONLY
\�"
%c�C/,�
\
3B /
�o
v
CORBINTON COMMONS AT
KILDAIRE
4. GRADES SHOWN REPRESENT FINISHED GRADE ELEVATIONS.
F
4 85 /
36 p
-
WF
ARTHUR PIERCE RD
5. SLOPES ARE AT 2.5H:1V DNE55
STORMWATER MANAGEMENT NOTES
/p `-
6 , � �\
'p,jfJ �,O -
`
V SEAN M. WOODY
D.B. 10567, PAGE 13161
CARY, NC
OALL THER ISE NOL
OTHERWISE NOTED.
1. THE PROJECT WALL MEET ALL REQUIREMENTS RELATIVE TO
BEST MANAGEMENT PRACTICES AND ENGINEERED
`��s G4'9� \
f /CA ��
\
/
iZ5
/ 36
/
%
PIN#076001-36-5901
6. ALL STORM DRAINAGE PIPE SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH
CONTROL STRUCTURES AS OUTLINED IN THE
\
\
/
PROP. TEMP.
TOWN OF CARY
STANDARD DETAIL 4.12.
TOWNSTOROF CAR
TOWN OF CARY LAND DEVELOPMENT ORDINANCE.
9 �0
CONSTRUCTION
9[�
\\
ESMT.
7. ALL CATCH BASIN HOODS SHALL STAMPED "DRAINS
s�
blue hod
RIVER" IN ACCORDANCE WITH TOWN OF CARP STANDARDS
\
8, NO STRUCTURAL COMPONENT INCLUDING FOOTING,
TOWN OF CARY PLANNING DEPARTMENT
GEOGRID, ETC. SHALL EXTEND INTO ANY TOWN OF CARY
REQUIRED GENERAL NOTES
`
DATE: 243f>2018
UTILITY EASEMENT.
9. RETAINING WALLS SHALL BE DESIGNED BY OTHERS.
1. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE
INTERIOR EDGE OF BUFFERS AND STREETSCAPES, THE
\ \ \
/
SCALE: AS SHOWN
DESIGNED BY: FLM
. AI
10RETNING WALLS THAT ARE LOCATED NEAR PUBLIC
CONTRACTOR SHALL CUT MINIMUM 7 DEEP TRENCHES
ALONG THE UNITS OF DISTURBANCE SO AS TO CUT,
APPROVED BY: FLM
STREETS AND THAT ARE WATHIN THE ZONE OF INFLUENCE
RATHER THAN TEAR, ROOTS.
PROJECT NO.: 16021
OF THE ROADWAY SYSTEM (I. E. SUPPORTING ANY PART OF
THE ROAD, SIDEWALK, UTILITIES, ETC.) SHALL BE DESIGNED
2. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON
2
\
AND CONSTRUCTED AS CAST -IN-PLACE CONCRETE
RETAINING
THE SITE UNTIL ALL SITE WORK IS COMPETED AND THE
E AP4
WALLS.
FINAL INSPECTION PRIOR TO THE CERTIFICATE OF
-
GRADING & DRAINAGE PLAN
11. THE RISER STRUCTURE AND BARREL MUST BE ONSITE
OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE
REMOVED PRIOR TO FINAL SITE INSPECTION FOR
BEFORE THE GRADING PERMIT IS ISSUED.
THE CO.
\
C4.0
\
SHEET 7 OF 29

LEGEND
4�6 465.00'
454 00 TW 457.00'
EX. PROPERTY LINE
- -
EX. RIGHT -OF -WAV
— —
— EX. ADJACENT OWNERS
—
— EX. CHANNEUSTREAM
—
EX. CHANNEUSTREAM BUFFER
EX. SANITARY SEWER
!: --
EX. WATER LINE
.... -
-- EX. ST;'RM SEWER
-450-
EX. MAJOR CONTOUR (5)
- - -
EX. MINOR CONTOUR (1')
- --
PROP. RIGHT -OF -WAV
PROP. LOT LINES
- - - - - - - - - -
PROP. EASEMENTBUFFER
0
PROP. FENCE
— W — W
PROP. WATER LINE
_SS —SS
PROP. SANITARY SEWER
PROP. STORM SEWER
450
PROP. MAJOR CONTOUR (5)
PROP. MINOR CONTOUR (1)
40'
PROP. TREE PROTECTION FENCE
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
03018 THB pT FN NOT DE REPRODUCED IN WHOLE OR
PMT WIINOUT WRfrtEN PFRULecrw rc n u cw�ucco�ur_ .Y
469.40'
INSET A
SCALE. 1" = 30'
4�6 465.00'
454 00 TW 457.00'
/
TW 440.00'
/
s
V\
ash
/ �/ /
\�
TVV 443.
If
I
456.85'
Qq�
/ / 0
�
TW485.00'
/ / BW 465.00 /
3
/
467. I�
,TW 487.00' /
BW 465.00' /
/
TW 468.00'
\/
`BW 468.00'
40'
INSET A
SCALE. 1" = 30'
V fF
• , / TW 448.90'
/ r BW 440.00
TW 440.00'
/ ♦ BW 440.00'
/.TW 451.00' �
/ aW 440.00 • BIN440.00'
ew
TW 431.00'
J / BW 430.00'
��,51j� TW 438.00
BW 433.00
/ •% `, X95 \,
-TW 439.90 `1
SW 439.00'\
454 00 TW 457.00'
/
TW 440.00'
�
'
'LBW 440.00'
ash
• � -'
\�
TVV 443.
V fF
• , / TW 448.90'
/ r BW 440.00
TW 440.00'
/ ♦ BW 440.00'
/.TW 451.00' �
/ aW 440.00 • BIN440.00'
ew
INSET C
SCALE: 1" = 30'
\�TW
454 00 TW 457.00'
xW440.00 W.
456.85
M
456.85'
Qq�
�
456.65'
/
INSET C
SCALE: 1" = 30'
INSET B
SCALE. 1" = 30'
INSET D
SCALE'. 1-30'
30'
/ TW 464.00'
/ I rBW 453.00
.466WI
Tw467.00'
�I
- -
I
{ 35 7
I •
TW 454.00
BW45a.XY -9
f �
'S
INSET E
SCALE: 1" = 30'
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
S V42,
REVISION HISTORY
DESCRIPTION I DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
30 5 0 30
SCALE: 1 INCH= 30 FEET
a SCALE ADJUSTMENT
THIS -1151 INCH IN LENGTH
ON ORIGIML OF—ING
i
IF IT B NOT I INCH ON THB
sNEFT MJUST YOUR SCRLE
ACCORDINGLY
DEVELOPMENT PLANS
19 -DP ####
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY,NC
blue hMl
DATE: 12-06-2018
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY77 FLM
PROJECT NO.: 10021
GRADING & DRAINAGE PLAN
C4.1
SHEET 8 OF 29
rl
�
467. I�
':ice
®
.e
INSET B
SCALE. 1" = 30'
INSET D
SCALE'. 1-30'
30'
/ TW 464.00'
/ I rBW 453.00
.466WI
Tw467.00'
�I
- -
I
{ 35 7
I •
TW 454.00
BW45a.XY -9
f �
'S
INSET E
SCALE: 1" = 30'
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
S V42,
REVISION HISTORY
DESCRIPTION I DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
30 5 0 30
SCALE: 1 INCH= 30 FEET
a SCALE ADJUSTMENT
THIS -1151 INCH IN LENGTH
ON ORIGIML OF—ING
i
IF IT B NOT I INCH ON THB
sNEFT MJUST YOUR SCRLE
ACCORDINGLY
DEVELOPMENT PLANS
19 -DP ####
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY,NC
blue hMl
DATE: 12-06-2018
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY77 FLM
PROJECT NO.: 10021
GRADING & DRAINAGE PLAN
C4.1
SHEET 8 OF 29

NOTES
1. THE WETLAND MUST BE STABIUZED WITHIN 14 DAYS OF CONSTRUCTION. CONSTRUCTION
SHALL BE SEQUENCED SO THAT VEGETATION CAN BE PLANTED AND THE WETLAND
BROUGHT ONLINE WITHIN 14 DAYS. PLANTS MAY NEED TO BE WATERED DURING THIS TIME
IF THE DEVICE IS NOT BROUGHT ONLINE THE SAME DAV. STABILIZATION MAY BE IN THE
FORM OF FINAL VEGETATION PLANTINGS OR A TEMPORARY MEANS UNTIL THE
VEGETATION BECOMES ESTABLISHED. IF USING ATEMPORARY MEANS, CONTRACTOR
SHALL PROVIDE A WET HYDROSEED MIX. CONTRACTOR SHALL SCARIFY THE SOIL TO A
HALF-INCH PRIOR TO HYDROSEEDING.
2, INLET AND OUTLET CHANNELS SHALL BE PROTECTED FROM SCOUR THAT MAY OCCUR
DURING PERIODS OF HIGH FLOW. STANDARD EROSION CONTROL MEASURES SHOULD BE
USED.
3. THE STORMWATER WETLAND SHOULD BE STAKED AT THE ONSET OF THE PLANTING
SEASON. WATER DEPTHS IN THE WETLAND SHOULD BE MEASURED TO CONFIRM THE
ORIGINAL PLANTING ZONES. AT THIS TIME, IT MAY BE NECESSARY TO MODIFY THE
PLANTING PLAN TO REFLECT ALTERED DEPTHS OR THE AVAILABILITY OF WETLAND PLANT
STOCK. CONTRACTOR SHALL COORDINATE PLANTINGS, PLANTING ZONES AND WATER
DEPTHS WITH THE ENGINEER. SURVEYED PLANTING ZONES SHOULD BE MARKED ON AN
•ASBUILT' OR RECORD DESIGN PIAN AND LOCATED IN THE FIELD USING STAKES OR
FLAGS.
4, THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO
THE PLANTING DATE (WHICH SHOULD COINCIDE WITH THE DELIVERY DATE FOR THE
WETLAND PLANT STOCK) TO PRESERVE SOIL MOISTURE AND WORKABILITY,
5. NURSERY STOCK SHALL BE TRANSPLANTED FROM LOCAL AQUATIC PLANT NURSERIES.
THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID -JUNE
SO TWAT THE WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE
ROOT RESERVES NEEDED TO SURVIVE THE WINTER. HOWEVER SOME SPECIES MAY P�
PLANTED SUCCESSFULLY IN EARLY FALL. CONTRACTOR SHALL CONTACT NI 'P-
IN ADVANCE OF CONSTRUCTION TO ENSURE THAT THEY -1 I.,' -
SPECIES AVAILABLE.
6. POST -NURSERY CARE OF WETLAND PL_ o u VERY IMPORTANT IN THE INTERVAL
BETWEEN DEUVERY OF THE PLANTS AND THEIR SUBSEQUENT INSTALLATION BECAUSE
THEY ARE PRONE TO DESICCATION. STOCK SHOULD BE FREQUENTLY WATERED AND
SHADED.
7. SHWT TO BE EVALUATED PRIOR TO CONSTRUCTION. IF SHIAT IS WITHIN T OF PPE
ELEVATION, A CLAY LINER WILL NOT BE REQUIRED. OTHERWISE, INSTALLATION OF A6'
CLAY LINER WILL BE REQUIRED. CLAY LINER SHALL HAVE A MINIMUM 15% PASSING THE
0210 SIEVE AND A MAX PERMEABILITY OF i X W CM/SEC. ACCEPTABLE ALTERNATIVES
INCLUDE A 30 MIL POLY -LINER ORA BENTONITE LINER.
8. GRADES SHO WM REPRESENT FINISH GRADE ELEVATIONS. TO ACHIEVE FINISH GRADE
ELEVATIONS, INSTALL 4' OF TOPSOIL.
9. PROVIDE PLANTS PER TABLE ON THIS SHEET. DAM STRUCTURE AND PERIMETER FILL
SLOPES SHALL BE PLANTED WITH NON -CLUMPING TURF GRASS. TREES AND WOODY
SHRUBS NOT ALLOWED.
10 CATTAILS SHALL NOT BE PLANTED IN WETLAND.
OUTLET STRUCTURE NOTES & SPECIFICATIONS
1. RCP OUTLET SHALL BE CLASS III RCP MEETING REQUIREMENTS OF ASTM C76. THE PIPE
JOINTS SHALL BE MORTAR OR FLEXIBLE PLASTIC TYPE JOINT.
2. THE MANHOLE OUTLET RISER SHALL MEET ASTM C-913. THE MANHOLE JOINTS SHALL BE
ASTM
C443 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE SECURELY ANCHORED
TO PREVENT SEPARATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THE MANHOLE
SECTION ANCHORING SYSTEM.
3. WATERTIGHT SEAL SHALL BE PROVIDEDAT RISER/BARREL INTERFACE. PERVIOUS
MATERIAL SUCH AS SAND, GRAVEL. OR CRUSHED STONE SHALL NOT BE USED AS
BACKFILL AROUND THE PIPE OR ANTLSEEP COLLAR. FILL MATERIAL AROUND THE
RISER/BARREL STRUCTURE SHALL BE PLACED IN 4' LAVERS AND COMPACTED TO THE
SAME DENSITY AS THE ADJACENT EMBANKMENT.
4. OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTER. STEPS SHALL BE
IN ACCORDANCE WITH NCDOT STD. 840.66
5. CONCRETE ANTI -FLOATATION BLOCK SHALL BE PRECAST DURING FABRICATION. IF THE
CONCRETE AMI -FLOATATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING THE ANTI -FLOATATION
BLOCK TO THE MANHOLE RISER ASSEMBLY.
& ALL POURED CONCRETE SHALL BE A MINIMUM 3,000 PSI (28 DAY) UNLESS OTHERWISE
NOTED.
7. NO OVEN GEOTEXTILE FABRIC SHALL BE PLACED AROUND EACH JOINT OF THE RCP
OUT BARREL IN 7 WIDE STRIPS CENTERED ON JOINT. FABRIC SHALL BE AMOCO STYLE
4553 POLYPROPYLENE NON -WOVEN NEEDLE PUNCHED OR APPROVED EQUAL
(NON -WOVEN FABRIC).
BERM SPECIFICATIONS
1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND
COMPACTED TO AT LEAST 9B% STANDARD PROCTOR MAXIMUM DRY DENSITY, AT
OPTIMUM MOISTURE CONTENT. NO BLASTED MATERIALS SHALL BE USED IN THE
EMBANKMENT CONSTRUCTION. SOILS SHALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR
DISPERSIVE CHARACTERISTICS THE ON-SITE GEOTECHNICAL ENGINEER SHALL APPROVE
THE SOILS FOR PLACEMENT WITHIN THE BERM SECTION. THE GEOTECHNICAL ENGINEER
SHALL ALSO SPECIFY THE METHODS TO BE USED FOR PLACEMENT OF FILL.
2, IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH
2,500 SQUARE FEET PER VERTICAL CUT OF FILL.
3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF
TWO FEET BELOW EXISTING GRADE, THE MINIMUM BOTTOM WIDTH SHALL BE WIDE
ENOUGH TO PERMIT OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN
NO CASE SHALL BE LESS THAN 7 WIDE. CONTRACTOR SHALL CONFIRM KEY TRENCH
DEPTH AND WIDTH WITH THE ON-SITE GEOTECHNICAL ENGINEER, SOILSAND
COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENTS OF 01 ABOVE.
4, FILLPLACEMENT SHALL NOT EXCEED MAXIMUM OF 8" LIFTS. EACH LIFT SHALL BE
CONTINUOUS FOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL
FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE
SURFACE PROPERLY PREPARED FOR FILL PLACEMENT.
5. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION.
6, WEIR SHALL BE LINED WITH NORTH AMERICAN GREEN SC250 MATTING, OR APPROVED
EQUAL.
7. SIDE SLOPES SHALL BE UNED WITH NAG S75, OR APPROVED EQUAL.
8. INSTALLANTI-SEEP COLLAR AT MIDPOINT OF OUTLET PIPE. CONCRETE SHALL BE SOOD PSI
(28 DAYS) AND REINFORCED WITH 04 REBAR 17' O.C. EACH WAY. MINIMUM BEARING
CAPACITY BENEATH COLLAR SHALL BE 2ADO PSF,
QNA64VOUBP9WORE
Y9U@I9G
NQOj" 4aKQUNAIA
DtlR &6WLEUNWR
1-0 9
-16 THB DMWMG SHALL NOT BE REPRODUCED IN WHOLE OR IN
PMT WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING. INC.
/ I
----- ,_/ ER
PROP
RIPRAP ENERGY DISSIPATOR
CLASS B RIP RAP 27 '
POST -DEV
THICK
LENGTH: 7.5'; WIDTH: 375'
1�\ /
/PROP. INV. OUT 430.00'
•
/
DRAINAGE ESMT.
/ PROP. 48 LF30' RCP
- OUTLET PIPE @ 4.17% 4
PROP5'. X F OUTLET
/ STRUCTURE •/t
j' PROP. 40 LF WEIR AT ELEV. 438.00'
4
LINED WITH NAG SC250
TW 43100'
/ (OR APPROVED EQUAL)
/ -
/ ♦
/
PROP
PROP. 12'-WDE
�- DOUBLE SW
-
435
2H1V
-- PROP. 4' TALL BLACK ! BW 4"0."
00
- •� �%
EPDXY COATED
CHAIN LINK FENCE TW 442.00'
TW 447'00 - TO SURROUND SCM BW 440.00'.
-' BW 444.50'
i
%%j 431 50' X
ice,
/ I
----- ,_/ ER
30 15 0 30
'E,JSEBoF
µPPR)pt1�_-
POST -DEV
4' X 4' GRATE ELEV: 437.OD'
QUANTITY
PROP. VARIABLE WIDTH PRIVATE
I
DRAINAGE ESMT.
AROUND SCM
I 1_s mss..
10'
154
430 -- --
TW 43100'
-..-
2' O.C.
SW 43000
-
435
2H1V
/
154
I
TW 439.00'
-BW
113LUE FLAG IRIS
4 CU. IN.
433.011
153
SAGITTARIA LATI FOLIA
DUCK POTATOACU.
PROP. RETAINING WALL
- -435
153
RW -4 (DESIGN BY
LIZARD'S TAIL
3H 1V
.OTHERS)
i;• 4304 ___.,;
' 43150'X -^ 1
452.00' - 5'00' 431.25' XTW
BIN445.00r sr8W :4.50'
+ 431.50 X -
�'aw44o.ar ♦ !�' TW 448.0/�31 o,x a32;;,-
0
-6_440 +/ ,�M TW 451.00'
• PROP. RETAINING WALL , TW 449.00,'. - 435�BW 440.00'
RW -3 (DESIGN BY-�..� BW 44000% - -
OTHERS) ��\\
TW 451.00' 4"'• 4
O
BIN 440.0
\ 24 TW 454. TW 453.50' i W I $$ -
\\ BW 44\ BW 440.00' VI
\ \.. TW 457.00'
BW 44� ss - - -
ss
STORMWATER WETLAND PLAN VIEW
SCALE'. 1" = 30'
VW439.00 1. /
IW 439.00'
TW 440.0 /
-BW 440.00 I
� I /
FES -29
INV. 436.00
TW 443 DO 00'
BW 44000'
TW 444.00' "j.
BW 440.00' \
.W_71Y✓-W-W�
-'- Sp` SS - SS SS
PROP. TRASH RACK
PROP. FX 5' PRECAST CONCRETE
30 15 0 30
RISER STRUCTURE
POST -DEV
4' X 4' GRATE ELEV: 437.OD'
QUANTITY
PROP. RETAINING WALL 2- 1.25'W X6"H ORIFICE ELEV: 433.25'
COMMON NAME
(DESIGN BY OTHERS) 1 - 1.5" 0 ORIFICE ELEV'. 432.00'
SPACING
30' INV OUT'. 432.00'
10'
_ _ _ _ _ _ _ _ _ _ _ V100.VEIRWSEL: 438.61'_ _
PROPOSED VINES TO BE -----_- -
PLANTED OVER TOP OF WALL PROP. GATE VALVE & KE 3,
INV 432.00'
4'
(INTERIOR)
PROP. 1.5" SCHED 40 PVC W/
n
`TURNDOWN
PPE ELEV'. 432.00' 1
INV 432.00
W
\ /
WATER J INV OUT =432.00
2' DEEP POOL 6" TO 9" SHALLO
\ 2' DEEP POOL /
4'X 4'X 3'
CONCRETE SUMP
STORMWATER WETLAND CROSS-SECTION 6• x57 STONE BEDDING
NOT TO SCALE
T�;'1
TOP OF BANK
ELEV: 439.00'
PROP. EMERGENCY SPILLWAY
ELEV: 438.00'
LINED WITH NAG SC250
(OR APPROVED EQUAL)
\- ANTI -SEEP COLLAR
48 LF 30" RCP 04,17%
FES INV = 430.00'
30 15 0 30
STORMWATER WETLAND PLANTING TABLE
POST -DEV
EX. PROPERTY LINE
QUANTITY
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
SHALLOW WATER PLANTINGS (AREA = 3,070 SQ FT.; 50 HERBACEOUS PLANTS PER 200 SQ FT.; 768 TOTAL PLANTS REO.)
(CFS)
154
ACORUS SUBCORDATUM
SVC-ETFLAG
4 CU. IN.
2' O.C.
154
HYDROLEA QUADRIVALVIS
IWATERPOD
4 CU, IN,
2' O.C.
154
IRIS VIRGINICA
113LUE FLAG IRIS
4 CU. IN.
2'0 C.
153
SAGITTARIA LATI FOLIA
DUCK POTATOACU.
IN.
2'O.C.
153
SAURURUS CERNUUS
LIZARD'S TAIL
4CU. IN.
2'O.C.
SHALLOW LAND PLANTINGS (AREA = 3,145 SO, FT.; 50 HERBACEOUS PLANTS PER 200 SO. FT.; 787 TOTAL PLANTS RED.)
263
CARER TENERA
pDILL SEDGE
4 CU. IN.
70c
262
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
4 CU, IN.
2' O.C.
262
LOBELIA ELONGATA
LONGLEAF LOBELIA
4 CU, IN.
2' O.C.
DEEP POOL
SEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVER
PROP. RIGHT-OF-WAY
THE SURFACE OF THE WETLAND AFTER THE COMPLETION OF SEDIMENT
PROP. LOT LINES
30
ELEOCHARIS ACICULARIS
NEEDLE SPIKERUSH
BARE ROOT
WA
30
NUPHAR LUTEA SSP. ADVENA
YELLOW POND -LILY
BARE ROOT
N/A
RETAINING WALL VINES
_SS -SS
100
BIGONIACAPREOLATA
TANGERINE BEAUTY CROSSVINE
1 GAL
SO
T�;'1
TOP OF BANK
ELEV: 439.00'
PROP. EMERGENCY SPILLWAY
ELEV: 438.00'
LINED WITH NAG SC250
(OR APPROVED EQUAL)
\- ANTI -SEEP COLLAR
48 LF 30" RCP 04,17%
FES INV = 430.00'
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTHCAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER 04222
LEGEND
30 15 0 30
PRE-DEV
POST -DEV
EX. PROPERTY LINE
- -
PEAKFLOW
PEAK FLOW
%DIFFERENCE
- - -
-----------
(CFS)
(CFS)
��'•:A7M0i�.'�
„
I
3781
30.94
-2.3%
CORBINTON COMMONS AT
5636
5110
-93%
- -
8657
70.85
-18.2%
REVISION HISTORY
111.80
109.86
-17%
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTHCAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER 04222
LEGEND
30 15 0 30
;: %•
. A. -
'O-'�y ••••� �=
:Zb
EX. PROPERTY LINE
- -
SCALE ADJUSTMENT
TH6 BAR IS 11NGH IN LENGTH
ON ORKANAL DRAWING
I
EX. RIGHT -OF -WAV
- - -
-----------
- - -
EX. ADJACENT OWNERS
EX. EASEMENT
��'•:A7M0i�.'�
„
- -450'-
UNDERSTAND THE BIOLOGICAL REQUIREMENTS OF THE PLANTS AND
EX. MAJOR CONTOUR (6)
MANAGE WATER LEVELS APPROPRIATELY TO PROVIDE FOR THEIR NEEDS.
CORBINTON COMMONS AT
2, ALTHOUGH WETLAND PLANTS REQUIRE WATER FOR GROWTH AND
EX. MINOR CONTOUR IV)
REPRODUCTION, THEY CAN BE KILLED BY DROWNING IN EXCESSIVELY
DEEPWATERUSUALLY, INITIAL GROWTH IS BEST WITH TRANSPLANTED
- -
-
EX. STREAM
FOLLOWED BY EXPOSURE TO AIR OF THE MAJORITY OF THE VEGETATION
REVISION HISTORY
- EX. STREAM BUFFER
""'.
CONVERSELY, FREQUENT SOIL SATURATION IS IMPORTANT FOR WETLAND
EX. SOIL LINE
EX. CHAIN LINK FENCE
REV
DESCRIPTION DATE
x
3. DRAMATIC SHIFTS CAN OCCUR AS PLANT SUCCESSION PROCEEDS. THE
PLANT COMMUNITY REFLECTS MANAGEMENT AND CAN INDICATE
PROBLEMS OR THE RESULTS OF IMPROVEMENTS. FOR EXAMPLE, A
EX. SANITARY SEWER
REQUIREMENT OF SUBMERGED AQUATIC PLANTS, SUCH AS PONDWEED
-OHW-OHW- EX. OVERHEAD ELECTRIC LINE
(POTAMOGETON SPP.), IS LIGHT PENETRATION INTO THE WATER COLUMN.
EX. WATER LINE
DATE: 12-062018
- G -
G -
EX. GAS LINE
DESIGNED BY: FLM
- C -
C -
EX. COMMUNICATIONS LINE
PROJECT NO.: 18021
4. UNLIKE MAINTENANCE REQUIREMENTS FOR WET OR DRY STORMWATER
.._
... .___
EX. STORM SEWER
REMOVAL DISTURBS STABLE VEGETATION COVER AND DISRUPTS
FLOWPATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF
- -
SEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVER
PROP. RIGHT-OF-WAY
THE SURFACE OF THE WETLAND AFTER THE COMPLETION OF SEDIMENT
PROP. LOT LINES
-----------
SEED BANK. ACCUMULATED SEDIMENT SHOULD BE REMOVED FROM
PROP. EASEMENT/BUFFER
AROUND INLET AND OUTLET STRUCTURES.
0
PROP. FENCE
- W -
- W
PROP. WATER LINE
_SS -SS
PROP. SANITARY SEWER
PROP. STORM SEWER
450 PROP. MAJOR CONTOUR IF)
PROP. MINOR CONTOUR (1')
PROP. TREE PROTECTION FENCE
ORIGINAL PLAN SIZE24" X 36"
SHALLOW LAND AREA
SHALLOW WATER AREA
DEEP POOL AREA
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
30 15 0 30
SCALE: 1 INCH = 30 FEET
SCALE ADJUSTMENT
TH6 BAR IS 11NGH IN LENGTH
ON ORKANAL DRAWING
I
STORMWATER WETLAND MAINTENANCE NOTES
IF IT IS NOT 1 INCH GN THIS
SHEET.- TYOURSDME
RD11-
DEVELOPMENT PLANS
19 -DP #k#k#
1. THE LANDSCAPE PROFESSIONAL MANAGING THE WETLAND MUST
UNDERSTAND THE BIOLOGICAL REQUIREMENTS OF THE PLANTS AND
MANAGE WATER LEVELS APPROPRIATELY TO PROVIDE FOR THEIR NEEDS.
CORBINTON COMMONS AT
2, ALTHOUGH WETLAND PLANTS REQUIRE WATER FOR GROWTH AND
KILDAIRE
REPRODUCTION, THEY CAN BE KILLED BY DROWNING IN EXCESSIVELY
DEEPWATERUSUALLY, INITIAL GROWTH IS BEST WITH TRANSPLANTED
ARTHUR PIERCE RD
PLANTS IN WET, WELL-AERATED SOIL OCCASIONAL INUNDATION
CARY, NC
FOLLOWED BY EXPOSURE TO AIR OF THE MAJORITY OF THE VEGETATION
ENABLES THE PLANTS TO OBTAIN OXYGEN AND GROW OPTIMALLY.
CONVERSELY, FREQUENT SOIL SATURATION IS IMPORTANT FOR WETLAND
PLANT SURVNAL.
3. DRAMATIC SHIFTS CAN OCCUR AS PLANT SUCCESSION PROCEEDS. THE
PLANT COMMUNITY REFLECTS MANAGEMENT AND CAN INDICATE
PROBLEMS OR THE RESULTS OF IMPROVEMENTS. FOR EXAMPLE, A
� ii ifii0��f
iiiefi
REQUIREMENT OF SUBMERGED AQUATIC PLANTS, SUCH AS PONDWEED
(POTAMOGETON SPP.), IS LIGHT PENETRATION INTO THE WATER COLUMN.
THE DISAPPEARANCE OF THESE PLANTS MAY INDICATE INADEQUATE
DATE: 12-062018
WATER CLARITY. THE APPEARANCE OF INVASIVE SPECIES OR
DEVELOPMENT OF A MONOCULTURE IS ALSO A SIGN OF A PROBLEM WITH
THE AQUATIC/SOIWEGETATIVE REQUIREMENTS. FOR INSTANCE, MANY
SCALE: ASSHOWN
INVASIVE SPECIES CAN QUICKLY SPREAD AND TAKEOVER A WETLAND. IF
CATTAILS BECOME INVASIVE, THEY CAN BE REMOVED BY A LICENSED
DESIGNED BY: FLM
APPROVED BY: FLM
AQUATIC PESTICIDE APPUCATOR BY WIPING AQUATIC GLYPHOSATE, A
SYSTEMIC HERBICIDE, ON THE CATTAILS.
PROJECT NO.: 18021
4. UNLIKE MAINTENANCE REQUIREMENTS FOR WET OR DRY STORMWATER
PONDS, SEDIMENT SHOULD ONLY BE SELECTIVELY REMOVED FROM
STORMWATER WETLANDS, PRIMARILY FROM THE FOREBAY.SEDIMENT
STORMWATER MANAGEMENT
REMOVAL DISTURBS STABLE VEGETATION COVER AND DISRUPTS
FLOWPATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF
DETAILS
SEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVER
THE SURFACE OF THE WETLAND AFTER THE COMPLETION OF SEDIMENT
/ /1
REMOVAL TO RE-ESTABLISH THEVEGETATIVESHOE COVER USING ITS OWN
SEED BANK. ACCUMULATED SEDIMENT SHOULD BE REMOVED FROM
rV
C4.2
AROUND INLET AND OUTLET STRUCTURES.
.
4 L
SHEET 9 OF 29

CONSTRUCTION SEQUENCE
� I
1. AFTER PLAN APPROVAL AND BEFORE THE GRADING 9_ INSTALL REMAINING STORM AND SANITARY SEWER. HOGARTH DRIVE
PERMIT IS ISSUED, INSTALL TREE PROTECTION FENCE 10.CONSTRUCT RETAINING WALLS. AS LOT GRADING p.1L \ 70' PUBLIC RNV
ALONG PERIMETER LIMITS. CALL TOWN OF CARY AND INFRASTRUCTURE PROGRESSES, THE SKIMMER
PLANNING DEPARTMENT FOR ONSITE INSPECTION OF
M F& A
TREE PROTECTION FENCE. CLEAR ONLY AS SHALL REMAIN ON THE PERMANENT RISER UNTIL THE K/LDAIRE CROSSING PROP. RIP RAP DISSIPATOR /
NECESSARY TO INSTALL TREE PROTECTION FENCE. SITE IS COMPLETELY STABILIZED. THE MINIMUM ,g) OS SUBDIVISION PHASE2 LENGTH: 15', WDTH: 7.5'
GRADING PERMIT WILL BE ISSUED AFTER TREE SKIMMER BASIN SURFACE AREA SHALL BE B.M. 2017 PAGE 1708-1713 \ CLASS B RIP RAP 22" THICK
PROTECTION FENCE INSTALLATION HAS BEEN MAINTAINED AT ALL TIMES. ONCE SITE HAS BEEN 1 I KILDA/RECROSSING
APPROVED. STABILIZED, CONVERT SKIMMER BASIN SK -1 TO \ \ / Jl V- B.M.20/17,PAGE8A6B23 ENGINEERING
STORMWATER WETLAND AS APPLICABLE BV \ j i /
2. SCHEDULE A PRE -CONSTRUCTION CONFERENCE REMOVING ACCUMULATED SEDIMENT BY MEANS OF A \ ^ v \ \ EX STREAM (TYP.)
PRIOR TO ISSUANCE OF GRADING PERMIT. SILT BAG AND GRADING AS SHOWN ON SHEET C4.2. \ L I \
11. WHEN CONSTRUCTION IS COMPLETE AND ALL \\\ \ J �`\ \ /� SEX 100'NEUSE RIVER
PROP LINED
DE SPILLWAY TO POST OFFICE BOX L91727
INA
3. AFTER GRADING PERMIT IS OBTAINED, INSTALL SILT � BE LINED WTH NAG SC250, // - I RIPARIAN BUFFER. MEASURED RALEIGH, NORTH CAROLINA 27675
AREAS ARE STABILIZED COMPLETELY, CALL TOWN OF \ \ \ OR APPROVED EQUAL. j / / FROM TOP OF BANK (TYP) PHONE: [phone]
FENCE, CONSTRUCTION ENTRANCE, AND ALL CARY FOR FINAL APPROVAL. FIRM NC LICENSE NUMBER C-4222
DIVERSION DITCHES PRIOR TO ANY CLEARING. - - /
4. INSTALL SKIMMER BASINS SK -1, SK -2 AND SK -3. 12. WHEN SE IS APPROVED, REMOVE TEMPORARY EX
WE
IMMEDIATELY SEED, MULCH, AND ANCHOR EROSION EROSIOITN CONTROL MEASURES AND SEED OR PAVE 'I \ (NP� DOZIER WAY
/ I/ I/
AND SEDIMENTATION CONTROL MEASURES. ANY BARE AREAS. \ � \ J / /--- \. / 50' PUBLIC RNV / LEGEND
5. CALL THE TOWR OF CARY FOR ON-SITE INSPECTION PROP. FAIRCLOTH c. EX. PROPERTY LINE
.SKIMMER EX. RIGHT-OF-WAY
TO OBTAIN CERTIFICATE OF COMPLIANCE. ONCE PROP. TEMP. ` _ _ ~•" ,
DIVERSION "//�/\/
APPROVED, BEGIN CLEARING AND GRUBBING. TOTAL DISTURBED AREA 17.87 ACRES \ / DITCH TD -1 / i - - - - - - EX ADJACENT OWNERS '=- '''•
TOTAL SITE AREA. 21.49 ACRES _i / �I/-------- EX. EASEMEN
8. BEGIN ROUGH GRADING AND INSTALL STORM SEWER \ - _ _ _
WITH INLET PROTECTION PER TOWN OF CARY \ / PROP. RIP RAP I Z. b
STANDARDS. INSTALL WATER AND SEWER UTILITIES. DISSIPATOR .L -450- EX. MAJOR CONTOUR (5') \
AS GRADING PROGRESSES TOWARD AND AROUND X X X LENGTH
A RIP RAP 9' THICK x\'Y/ r 6 I EX. MINOR CONTOUR (1)
SKIMMER BASIN SK -2 AND SK -3, REMOVE SKIMMER CLASS
KILDARE CROSSING ' PROP. SKIMMER BASIN SK -2, / \ � / / �'•.,xuAU..... r'
BASIN SK -2 AND SK -3. AS STORMWATER UTILITIES - ' - EX. STREAM .,,,,,
ARE INSTALLED, TEMPORARY DIVERSION DITCHES SUBDIVISION, PHASE I /' EMBANKMENT ELEV. 440.00'
B.M. 2014, PAGE 1382-1386 �' \ EX. STREAM BUFFER
SHALL BE REMOVED. '.�•, PROP. 20 WADE �'
PROP. BAFFLE ITVP) SPILLWAY TO BE LINED It"�� KILDA/RE ""' """ "" EX. SOIL UNE
7. BEGIN FINISHED GRADING, FILLING, AND COMPACTION / / / WITH NAG SC250, OR �.. CROSSING
OF SITE. / , t APPROVED EQUAL I SUBDIVISION, EX. CHAIN LINK FENCE
/ PROP. FAIRCLOTH REVISION HISTORY
8, STABILIZE SITE AS AREAS ARE BROUGHT UP Tr` SKIMMER n PHASES H -SS - EX. SANITARY SEWER
FINISHED GRADE WITH PAVEMENT ANO "�'- ! \�I B.M. 2017, PAGE _ OFiW- OHW- EX. OVERHEAD ELECTRIC LINE
\ ` \ \ REV DESCRIPTION DATE BY
SEED 8 MULCH DENUDED AREAS T / �` PROP. BAFFLE (TVP) \ 81&823 #
SEEDING SPECIFICATIONS 8 NP ....uILIZATION VD PROP. TEMP 1> - W - W - EX. WATER LINE
PLAN. SEE SHEETS C5.2 8 C5.3. / DIVERSION d \ n \ - G - G - EX. GAS LINE
/ )D / DITCH TO 2 (n PROP. SKIMMER BASIN SK -1', /
C - C - EX. COMMUNICATIONS LINE
EMBANKMENT ELEV 439.00' /
SD - SD - EX. STORM SEWER
n '
PROP SILn -LD -LD - PROP. LIMIT OF DISTURBANCE
9 / T FENCE /
\ OUTLET (TVP) J PROP. NAG S75 SLOPE\ / PROP. TREE PROTECTION FENCE
MATTING ON ALL SIDE » M >>- PROP. TEMP. DIVERSION DITCH
i SLOPES GREATER
PROP. SILT FENCE �O THAN 6 FEET (TVP.) rr -SF -SF - PROP. SILT FENCE
_ 9 (T,P.) PROP. LIMITS OF -
/ DISTURBANCE AND TREE X-%-%X-%-X-x-X- PROP. BAFFLE
LD .IO ! PROTECTION FENCING (TYP.) ,
�� , 7 �L H~ PROP. TEMP. -� PROP. FAIRCLOTH SKIMMER
_C/ DIVERSION ® PROP. CONSTRUCTION ENTRANCE
_� r �J �1�PR0 TEMP. / DITCHTD-6" PROP. HORSESHOE INLET
ION PROTECTION/CHECK DAM
DITCH T
\ 5 I \ ® PROP_ SILT FENCE OUTLET
�\ G% PROP. 25' x 70' ROCK 77PROP. INLET PROTECTION
CONSTRUCTION ENTRANCE 0
PROP. RIPRAP DISSIPATOR
NOTES ' <' D �\ \<o0>\UyC \
ORIGINAL PLAN SIZE: 24" %36^
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH THE \ \ 0>
TOWN OF CARY STANDARDS, SPECIFICATIONS, AND \ \
DETAILS, THE LATEST REVISION. THE DESIGN MEETS ALL
CURRENT TOWN OF CARY STANDARDS AND DETAILS.
\
2. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS
SHALL HAVE A RIM ELEVATION OF ONE FOOT ABOVE \\ \
. E SHALL BE PROTECTE /
FINISHED GRADE. 17ALL STORM DRAINAGE PIPWF
DURING CONSTRUCTION IN ACCORDANCE WITH TOWN OF � � � �\, � j
CARY STANDARD DETAIVERIL 4.12. i'/ LINDAW CLARK
3. CONTRANECESSCTORSHALL NSURE STRUCTALL
ENTISIDIREON TEDINTOCHES AS \'� \ \ / / % / DB.14-E.PAGE385/ ISSUED FOR
NECESSARY TO ENSURE ALL SEDIMENT IS DIRECTED INTO 18. ALL CATCH BASIN HOODS SHALL BE STAMPED "DRAINS TO `��I/ \ --- ( PROP TEMP. ✓ / PIN# 0760.01-36-7972
EROSION CONTROL MEASURES. % PERMITTING
RIVER" IN ACCORDANCE WTH TOWN OF CARY \ '�--/ .-,,,
STANDARDS. \ /, �`. DIVERSION
4 CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING DITCH TD -3 - /1 r \ PROP. FAIRCLOTH DO NOT USE FOR CONSTRUCTION
UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF 19 NO STRUCTURAL COMPONENT INCLUDING FOOTING, \ \ \�� / ` j' I �/ _ __SKIMMER '---
EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST GEOGRID, ETC. SHALL EXTEND INTO ANY TOWN OF CARY
AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY UTILITY EASEMENT
AS APPROXIMATE. PROP. TEMPORARY �\ _ ___ i --------y--- PROP. RIP RAP
20. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. ----------- - G G -'G G " LPROP DISSIPATOR
60 30 0 60
CULVERT EXTENSION // _�_G -�O -G G LENGTH. 5', WIDTH: 3.75' SCALE. 1 INCH 60 FEET
5. CONTRACTOR SHALL ENSURE GRADING OPERATION IS \ --\_�_.� -Y -'-- -- G G -G G -`G C �- G �_�' G G -;•- G �'- G ___ G-CLASSARIP RAP 9"THICK
CONDUCTED IN A MANNER THAT DOES NOT ALLOW AN 21 RETAINING WALLS THAT ARE LOCATED NEAR PUBLIC -�
SEDIMENT INTO EXISTING STREAM AND WETLANDS. --C' G C' --�G G- _- \ --- SCALE ADJUSTMENT
OF THE RODTHATARE WITHIN THE ZONE OF INFLUENCE G G-- -G G'--�G --�-- N
6. STORMWATER DISCHARGES INTO CAMP BRANCH (STREAM OF THE ROADWAY SYSTEM ILE. SUPPORTING ANV PART - ,.\ G G G G � G , - f
INDEX 27-43-15-5). OF THE ROAD, SIDEWALK, UTILITIES, ETC.) SHALL BE G`-'-\ G __ _ TnIS anR IStINCN IN LENGTH
ON ORIGINAL OMWING
DESIGNED AND CONSTRUCTED AS CAST -IN-PLACE 31. TREE PROTECTION FENCING SHALL NOT BE MOVED - -� -� 1
J \ X f
7. WATERSHED: NEUSE RIVER BASIN. CONCRETE RETAINING WALLS. AND THERE SHALL BE NO ENCROACHMENT INTO SUCH \ 7� � 50 GAS PIPELINE I� I 1I
PROTECTED AREAS) WTHOUT WRITTEN l \ D. B. 157PAGE EASEMENT PROP. 20' -WIDE IE IT IS NOTt wcNwTws
B. CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL 22. THE RISER STRUCTURE AND BARREL MUST BE ONSITE AUTHORIZATION OF THE TOWNS ZONING COMPLIANCE x.Q. '\ PROP. SKIMMER BASIN SK -3; SPILLWAY TO BE LINED E AOJ INCH 85CALE
DITCHES AT THE STORM DRAINAGE PIPE DISCHARGE BEFORE THE GRADING PERMIT IS ISSUED. STAFF. ANV ACTIVITY (LANDSCAPING, FENCING, ED A'4Tjy \ ' n \ EMBANKMENT ELEV. 459.00' WITH NAG SC250, OR �Acronowmr
POINTS AS REQUIRED TO ENSURE POSITIVE DRAINAGE. UTILITY INSTALLATION) SHOWN ON THE APPROVED (/ DEVELOPMENT PLANS
23. THE GRADING PERMIT WILL NOT BE ISSUED UNTIL THE AREA, SHALL ALSO NOT Rp/ APPROVED EQUAL.
PLANS IN A TR PROTECTION ROTECTION AR n •� PROP. BAFFLE (TYP.) ,45� -.
9. SI(IMMER BASIN SHALL BE KEPT OUT OF WETLAND AREAS TOWN OF CARY HAS RECEIVED NOTIFICATION FROM THE OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE F'Qck- �\ .1.4
ECOSYSTEM ENHANCEMENT PROGRAM THAT A RECEIPT ON ING COMPLIANCE STAFF. ANYn F -- J \
10 T IS PER FEITE IS MA FIRM T WITHINNEL 37FEMA MAPPED
U. FLOODPLAIN
EFFECTIVE MAY 12, GOVERNMENT STATING THAT THEHAS BEEN ISSUED TO THE YNITROGEN BUVDOWN ELOPER AND LOCAL AUTWITHIN OTHE EBOUN ENCROACHMENT
ARIES M AT OR TREE IP TURB TION (S'r �`?OOSA�e� `\� \ \ _ 1 B�DP-
\, \ - PROP. TEMP. \
\. •� DIVERSION
HAS BEEN COMPLETED. C \ \ \\ DITCH TD -4 CORBINTON COMMONS AT
2008. AREA SHALL AUTOMATICALLY RESULT IN FINES AND p��[y KIN COM
24. ADDITIONAL EROSION CONTROL MEASURES AND/OR THE REPLACEMENT OF ANY DAMAGED VEGETATION IN \ \ "1 WF
17. APRE-CONSTRUCTION MEETING IS REQUIRED. MODIFICATIONS TO PROPOSED MEASURES MAY BE ACCORDANCE WITH THE LAND DEVELOPMENT ` `.
NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS. ORDINANCE. 3 SEANWOODY ARTHUR PIERCE RD
12. TREE PROTECTION FENCING SHALL BE INSTALLED IN �-' � DEL 10567,7, PAGE 13161
ACCORDANCE WTH THE APPROVED PLANS AND \ � ,7 \ \ PIN#076001-36.5901 CARP, NC
INSPECTED PRIOR TO ISSUANCE OFA GRADING PERMIT. 25. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT EROSION CONTROL MAINTENANCE PLAN \ /
LOW POINTS ALONG SILT FENCE AS NECESSARY. `
13. ALL STREETS ADJACENT TO THE PROJECT SHALL BE KEPT\ \ '
CLEAN AT ALL TIMES OR A CAR WASH STATION WILL BE 26' CONTRACTOR SHALL ESTABLISH GROUND COVER 1. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL STRUCTURES \ \ \
REQUIRED. IMMEDIATELY AFTER DISTURBANCE DURING DURING THE LIFE OF THE PROJECT. S :\ blue L--'
CONSTRUCTION OF PERMANENT SWALES. \ i/i1
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED
14. ALL CUT AND FILL SLOPES ARE AT 3111V UNLESS
OTHERWSE NOTED. 27. PROVIDE STABLE TRANSITION AT TEMPORARY DIVERSION FOR STABI LITV AND OPERATION FOLLOWING EVERY RAINFALL BUT IN NO \.\ \
ENTRANCE TO BASINS - LINE SLOPE AT ENTRANCE WITH CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE \\ ,\ \
15. SKJMMER BASIN GRADES SHOARE 2111V INSIDE 12"ROCKRIPRAP. MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. \ DATE: 12-06-2018
EXCAVATIW. ON, 2.5H.1V BACKSIDE BERM. \ \
28. DISTURBED AREAS TO BE STABILIZED AND GROUND 3. THE SKIMMER BASINS SHALL BE CLEANED OUT WHEN THE LEVEL OF \ SCALE: AS SHOWN
16. ALL CATCH BASINS SHALL BE PROTECTED PER TOWN OF COVER SHOULD BE ACHIEVED WTHIN 7 WORKING DAYS SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST \., \
CARY STANDARD DETAIL 4.11. FOLLOWING COMPLETION OF DEVELOPMENT, PER THE BAFFLE. CONTRACTOR SHALL CHECK EMBANKMENT, SPILLWAY, AND a"\ DESIGNED BV'. FLM
NPDES CONSTRUCTION STORMWATER GENERAL PERMIT. OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR TOWN OF CARY PLANNING DEPARTMENT �\� - APPROVED BY: FLM
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REQUIRED GENERAL NOTES \\\ �� PROJECT NO.: 18021
CALL 48 HOURS BEFORE 29 ESTABLISHMENT OF PERMANENT GROUND COVER SMALL
BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR
YOU DIG DAYS, WHICHEVER IS SHORTER 4. SEDIMENT SHALL BE REMOVED FROM BLOCK AND GRAVEL INLET 1. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE
PROTECTION AND CHECK DAMS AS NEEDED. GRAVEL SHALL BE CLEANED INTERIOR EDGE OF BUFFERS AND STREETSCAPES, THE
30. CUT AND FILL SLOPES THAT ARE (2:1) OR GREATER SHALL OR REPLACED WHEN NO LONGER DRAINING PROPERLY. CONTRACTOR SHALL CUT MINIMUM 2' DEEP TRENCHES \ \� PHASE 1 EROSION & SEDIMENT
BE STABILIZED WTH PERMANENT RETENTION DEVICES SEDIMENT SHALL
OR A SUITABLE COMBINATION OF PLANTINGS AND 5. REMOVED FROM BEHIND THE SILT FENCE WHEN IT THAN TEAR, ROOTS. \ \�
RETENTION DEVICEBECOMES APPROXIMATELY 0.5' DEEP AT THE FENCE. THE SILT FENCE ALONG THE LIMITS OF DISTURBANCE SO AS TO CUT, RATHER CONTROL PLAN
S. SLOPES GREATER THAN THREE TO \
NORTH CAROLINA ONE (3'1) SHALL NOT BE STABILIZED WTH TURF GRASS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 2 THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON
BUT MUST BE STABILIZED WTH VEGETATION THAT THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE . O
ONE -CALL CENTER REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE 8, ALL SEEDED AREAS SHALL BE FERTILIZED AND RE -SEEDED AS FINAL INSPECTION PRIOR RK THE CERTIFICATE OF \
1-800-632-4949 GRASS, RED FESCUE OR OTHER APPROVED VARIETY. NECESSARY PER SPECIFICATIONS SHOWN ON THIS SHEET. OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE
REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO.
01018 THXi DRAWING NK NOTBEREPRODUCEDWHOLE OR W
SHEET 10 OF 29
RNR ­OUTWRRIEN PERMISSIp1 OF FW ENGIN-%1G. WL.

CONSTRUCTION SEQUENCE
1. AFTER PLAN APPROVAL AND BEFORE THE GRADING
9. INSTALL REMAINING STORM AND SANITARY SEWER. HOGARTH DRIVE
PERMIT IS ISSUED, INSTALL TREE PROTECTION FENCE \ 7O' PUBLIC RM/
ALONG PERIMETER LIMITS. CALL TOWN OF CARYENCS 10 CONSTRUCT RETAINING WALLS. AS LOT GRADING \ /_
PLANNING DEPARTMENT FOR ONSITE INSPECTION OF AND INFRASTRUCTURE PROGRESSES, THE SKIMMER
TREE PROTECTION FENCE. CLEAR ONLY AS SHALL REMAIN ON THE PERMANENT RISER UNTIL THE K/LDAIRE CROSSING\
SITE IS COMPLETELY STABILIZED. THE MINIMUM %S', SUBDIVISION, PHASE 2 \
NECESSARY TO INSTALL TREE PROTECTION FENCE. Os.'e/
SKIMMER BASIN SURFACE AREA SHALL BE B.M. 2017, PAGE 1708-1713 Y /
GRADING PERMIT WILL BE ISSUED AFTER TREE // / \
PROTECTION FENCE INSTALLATION HAS BEEN MAINTAINED AT ALL TIMES. ONCE SITE HAS BEEN \ , 1 / �� e \ J / K/LDA/RE CROSSING
APPROVED. STABILIZED, CONVERT SKIMMER BASIN SK -1 TOy�\ /// / PROP. RIP RAP >e SUBDIVISION, PHASE 3 ENGINEERING
STORMWATER WETLAND AS APPLICABLE BY v \ �e DISSIPATOR B.M. 2017 PAGE 818-823
2- SCHEDULE A PRE -CONSTRUCTION CONFERENCE REMOVING ACCUMULATED SEDIMENT BY MEANS OF A I \ LENGTH: 15; WIDTH: 7.5" /
PRIOR TO ISSUANCE OF GRADING PERMIT. SILT BAG AND GRADING AS SHOWN ON SHEET C4.2. \�. \ j / CLASS B RIP RAP 22" THICK \ /
EX 100' NEUSE RIVER POST OFFICE BOX 91727
3. AFTER GRADING PERMIT IS OBTAINED, INSTALL SILT 11. WHEN CONSTRUCTION IS COMPLETE AND ALL \ \ PROP. SILT FENCE / / EX STREAM (TYP) \ RIPARIAN BUFFER. MEASURED RALEIGH, NORTH CAROLINA 27675
FENCE, CONSTRUCTION ENTRANCE, AND ALL AREAS ARE STABILIZED COMPLETELY, CALL TOWN OF \ OUTLET (TVP.) / i �� FROM TOP OF BANK (TYP) PHONE: [phone]
DIVERSION DITCHES PRIOR TO ANY CLEARING. CARY FOR FINAL APPROVAL. -Z - / %/ EX. WETLAND l FIRM NO LICENSE NUMBER C4222
12.WHEN SITE IS APPROVED, REMOVE TEMPORARY PROP SILT FENCE / (T1'P) DOZIER WAY
4. INSTALL SKIMMER BASINS SK -1, SK -2 AND SK -3. (TVP,) _
IMMEDIATELY SEED, MULCH, AND ANCHOR EROSION EROSION CONTROL MEASURES AND SEED OR PAVE __ 50'PUBLIC R/W
/
AND SEDIMENTATION CONTROL MEASURES. ANY BARE AREAS. \ PROP. NAG S75 SLOPE
MATTING ON ALL SIDE
\ SLOPES GREATER�� PROP FAIRCLOTH
5. CALL THE TOWN OF CARY FOR ON-SITE INSPECTION _ \ '
� \ THAN 6 FEET (TVP.) PROP 40' -WIDE SPILLWAY TO SKIMMER � d/ ".•44,pOU ,"
TO OBTAIN CERTIFICATE OF COMPLIANCE. ONCE � / -
APPROVED, BEGIN CLEARING AND GRUBBING. BE LINED WITH NAG SC250, $57-
TOTALDISTURBED AREA17.87ACRES _ /� // "� ORA
EOUAL. Iii .�
8. BEGIN ROUGH GRADING AND INSTALL STORM SEWER TOTAL SITE AREA: 21.49 ACRES / \ / ,g /' - -/ 9 PROP. RIP RAP Z a 1 V
/ PROP SKIMMER
WITH INLET PROTECTION PER TOWN OF CARY \ /� �O N �'� r /S DISSIPATOR �-7'
16 / / % BASIN SK -1 /
STANDARDS. INSTALL WATER AND SEWER UTILITIES. \ / / � � � 6 LENGTH: 8'; WIDTH'. 1.5' a�
AS GRADING PROGRESSES TOWARD AND AROUND / / ) // r / J eh \/ CLASS A RIP RAP 9" THICK
SKIMMER BASIN SK -2 AND SK -3, REMOVE SKIMMER '
BASIN SK -2 AND SK -3. AS STORMWATER UTILITIES K/CDA/RECROSSING // \ / KILDA/RE CROSSING "
ARE INSTALLED, TEMPORARY DIVERSION DITCHES SUBDIVISION. PHASE 1 >;, / / 15 ` Ir U `� ' j - SUBDIVISION, PHASE 3
B.M. 2011. PAGE 1382-13.6 s i I 450 PROP RIP RAP
SHALL BE REMOVED. / II PROP LIMITS OF 8 M. 2017 PAGE 816823
\ \ \ f 1 / ES50 DISSIPATOR
DISTURBANCE AND po LENGTH:9 WIDTH: 4.5'
7 BEGIN FINISHED GRADING, FILLING, AND COMPACTION\ // /%' \ 888JJJIIIyyy TREE PROTECTION �,.)` CLASS A RIP RAP 9" THICK
OF SITE. \� 1h / OO / \ ) ,) �/ FENCING (TVP.) 6/ I REVISION HISTORY
P / 4AI� j5
8. STABILIZE SITE AS AREAS ARE BROUGHT UP TO \ / `� / -' < / \ \ REEV DESCRIPTION DATE BY
FINISHED GRADE WITH PAVEMENT AND VEGETATION. / \ 1p I / / PROP. 5' CONCRETE
qS0- /
SEED 8 MULCH DENUDED AREAS PER TOWN OF CARP �� I - \ 25 -_ ISIDEWALK (TYP) /
SEEDING SPECIFICATIONS 8 NPDES STABILIZATION
PLAN. SEE SHEETS C5.2 &C5381
460
LD LD
P \\
HILCRES7
/O SUBDIVISION PHASE 2
PROP.
/
B. M. 1995 PAGE 1688
PROO P.. BLOCK 8 / / P / / 21 Q / /� \ 29 s /
\ / GRAVEL INLET I
PROTECTION(TYP)
\ C .11 / / 2U \ / 46
NOTESPROP. 25'X 70 ROCK �� / / / \ \ \ ORIGINAL PLAN SIZE: 24" X 36"
\\ \ CONSTRUCTION ENTRANCE
WI // / Q \ \ \
1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE \
TOWN OF CARV STANDARDS SPECIFICATIONS AND '�
DETAILS, THE LATEST REVISION. THE DESIGN MEETS ALL \
V r
CURRENT TOVM OF CARY STANDARDS AND DETAILS. P2
2. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS \"' �, ,�� ^ / / \\\ 'LOg02 �\C - 8 '-j. / 52 q70
SHALL HAVE A RIM ELEVATION OF ONE FOOT ABOVE m$ s., \
FINISHED GRADE- IT ALL STORM DRAINAGE PIPE SHALL BE PROTECTEa / / / 60 // �, �m .\o \ 45 ( WF \
DURING CONSTRUCTION IN ACCORDANCE WITH TOWN OF L/NDAW CLARK
3. CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS CARY STANDARD DETAIL 4.12. P \ / 5g / - _ ^) I 32 D.B.14-E,PAGE3851 ISSUED FOR
NECESSARY TO ENSURE ALL SEDIMENT IS DIRECTED INTO ` ) �--- PINN0780.01-367972
18. ALL CATCH BASIN HOODS SMALL BE STAMPED "DRAINS TO )
EROSION CONTROL MEASURES. \ \� ``�/ �_ / � \ I PERMITTING
RIVER" IN ACCORDANCE WITH TOWN OF CARY
STANDARDS. 'v, / 57 / // 53 \ I I I DO NOT USE FOR CONSTRUCTION
4 CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING \ \..` \ / / 58 - \ �i I 44 (F 33 a $ -
UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF 19 NO STRUCTURAL COMPONENT INCLUDING FOOTING, --
EXISTING UTILITIES SHOWN T PLANE IS BASED ON BEST `/ \ / 55
GO STT, ETC. SHALL EXTEND INTO ANY TOWN OF CARY L,
AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY PROP. RIP RAP \ ` \ dT6 _ - - - - \
UTILITY EASEMENT. � / G 80 30 0 60
AS APPROXIMATE. DISSIPATOR G G
20. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. LENGTH: 8`, WIDTH. 4.5' \ - 480 G �- G G G Tc T ` G V' _ _ SCALE: 1 INCH= 60 FEET
5 CONTRACTOR SHALL ENSURE GRADING OPERATION IS
CLASS RAP 9"THICK \- -\ 470 G G G A�--------
CONDUCTED IN A MANNER THAT DOES NOT ALLOW ANY G G
21. RETAINING WALLS THAT ARE LOCATED NEAR PUBLIC G GG G 0' G 1 SCALE ADJUSTMENT
SEDIMENT INTO EXISTING STREAM AND WETLANDS. 4 G -- G G G G _ - I \ N
STREETS AND THAT ARE WITHIN THE ZONE OF INFLUENCE _
OF THE ROADWAY SYSTEM ILE. SUPPORTING ANV PART 31. TREE PROTECTION FENCING SHALL NOT BE MOO - G G G G _ ------ \ \ �' 35 THIS SAN Is I INCH w LENGTH
B STORM WATER DISCHARGES INTO CAMP BRANCH (STREAM OF THE ROAD, SIDEWALK, UTILITIES, ETC.) SHALL BE AND THERE SHALL BE NO ENCROACHMENT INTO SUCH G G ��- I 450- ON ORIGINALOMwwG
INDEX 2743-15.5). ---- _ -t----- \ \ O I
DESIGNED AND CONSTRUCTED AS CAST -IN-PLACE PROTECTED AREAS) WITHOUT WRITTEN-� 475r EX 50'GAS PIPELINE I
IT
CONCRETE RETAINING WALLS. AUTHORIZATION OF THE TOWNS ZONING COMPLIANCE i\
7. WATERSHED: NEUSE RIVER BASIN. '9jQ EASEMENT
STAFF. ANY ACTIVITY (LANDSCAPING, FENCING, OR T I \ �\ MEET, NOTtINCHO SCI
22. THE RISER STRUCTURE AND BARREL MUST BE ONSITE UTILITY INSTALLATION yCl DB. 1570, PAGE 27 'C6: ^. sHEET.AG1UST r0uR SCALE
8 CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL ) SHOWN ON THE APPROVED \ P PROP GUTTER
(TY
BEFORE THE GRADING PERMIT IS ISSUED. PLANS IN A TREE PROTECTION AREq SHALL ALSO NOT A/ - a / CURB 8 GUTTER (TYP.) ACCORgNGLY
POINTS AS REQUIRED TDITCHES AT THE OO ENSURE POSITIVRM DRAINAGE IE DRAINAGEPE
OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE �I rC� a I 42 /
23. THE GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWNS ZONING COMPLIANCE STAFF. ANY /sn sO' I \ DEVELOPMENT PLANS
9. SKIMMER BASIN SHALL BE KEPT OUT OF WETLAND AREAS. TOWN OF CARY HAS RECEIVED NOTIFICATION FROM THE UNAUTHORIZED ENCROACHMENT OR DISTURBANCE y,�. -
ECOSYSTEM ENHANCEMENT PROGRAM THAT A RECEIPT �3OV/` �B�/ ,� \ eh \ \ "\.� rp 19 -DP
WITHIN THE BOUNDARIES OF A TREE PROTECTION C /
HAS BEEN ISSUED TO THE DEVELOPER AND LOCAL 41 3
10 THIS SITE FI NOT WITHIN A FEMA MAPPED FLOODPLAIN AREA SHALL AUTOMATICALLY RESULT IN FINES AND � \ - IS
O O \ W \
GOVERNMENT STATING THAT THE NITROGEN BUVDOWIJ 40
PER FEMA FIRM PANEL NO. 372007600J, EFFECTIVE MAY 2, THE REPLACEMENT OF ANY DAMAGED VEGETATION IN � / CORBINTON COMMONS AT
HAS BEEN COMPLETED.
2008. ACCORDANCE WITH THE LAND DEVELOPMENT \ \, ` / 39
ORDINANCE. -` / \ - Q' WF \ KILDAIRE
24. ADDITIONAL EROSION CONTROL MEASURES AND/OR ` / / no
11. APRE-CONSTRUCTION MEETING IS REQUIRED MODIFICATIONS TO PROPOSED MEASURES MAY BE - �p \ \ / 38 p SEAN M. WOODY ARTHUR PIERCE RD
NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS. LEGEND D.B. 10567, PAGE 13161
12. TREE PROTECTION FENCING SHALL ED INSTALLED IN \\\\ / / 37�, CARY, NC
ACCORDANCE WITH THE APPROVED PLANS AND .� P/NN 078001-365901
INSPECTED PRIOR TO ISSUANCE OF A GRADING PERMIT. 25. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT EX. PROPERTY LINE 11 TD » - PROP. TEMP. DIVERSION DITCH 4/5. / / 36
LOW POINTS ALONG SILT FENCE AS NECESSARY. /
. \ \ q / .
13. ALL STREETS ADJACENT TO THE PROJECT SHALL BE KEPT 26 CONTRACTOR
RIGHT-OF-WAV `¢ � � PROP
CONTRACTOR SMALL ESTABLISH GROUND COVER � � . SILT FENCE PROP5'PLANTING
CLEAN AT ALL TIMES OR A CAR WASH STATION WILL BE - - - - - - EX. ADJACENT OWNERS - UTILITY STRIP (TYP.I
REQUIRED. IMMEDIATELY AFTER DISTURBANCE DURING-x-x-%-%x-x-x-x- PROP. BAFFLE ` / \ L� ��
CONSTRUCTION OF PERMANENT SWALES.----------- EX. EASEMENT PROP. FAIRCLOTH SKIMMER \- vP blue he*l
14. ALL CUT AND FILL SLOPES ARE AT 3HA V UNLESS 27 PROVIDE STABLE TRANSITION AT TEMPORARY DIVERSION -450 - EX, MAJOR CONTOUR (5)
OTHERWISE NOTED. ENTRANCE TO BASINS -LINE SLOPE AT ENTRANCE WITH EX. MINOR CONTOUR (1') PROP. CONSTRUCTION ENTRANCE
- -- -
15. SKIMMER BASIN GRADES SHOWN ARE 2H IV INSIDE iT ROCK RIPRAPPROP. HORSESHOE INLET
. EX. STREAM \ \\ \ DATE: 12-06-2018
EXCAVATION, 2.SH:1 V BACKSIDE BERM - PROTECTION/CHECK DAM
.
28. DISTURBED AREAS TO BE STABILIZED AND GROUND EX. STREAM BUFFER ` SCALE: AS SHOWN
16. ALL CATCH BASINS SHALL BE PROTECTED PER TOWN OF COVER SHOULD BE ACHIEVED WITHIN 7 WORKING DAYS ® PROP SILT FENCE OUTLET
CARY STANDARD DETAIL 4.14. FOLLOWING COMPLETION OF DEVELOPMENT, PER THE """"""""""""""""' EX. SOIL UNE PROP. INLET PROTECTION \ I DESIGNED BY: FLM
NPDES CONSTRUCTION STORNIWATER GENERAL PERMIT EX. CHAIN UNK FENCE APPROVED BY FLM
CALL 48 HOURS BEFORE 29 ESTABLISHMENT OF PERMANENT GROUND COVER SHALL -SS -SS EX SANITARY SEWER ® PROP RIPRAP DISSIPATOR \ \ PROJECT NO.: 18021
BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR - - PROP. RIGHT -OF -WAV
- OHW- OHW- EX. OVERHEAD ELECTRIC LINE
YOU DIG DAYS, WHICHEVER IS SHORTER _ W - W _ EX, WATER LINE PROP. LOT LINES � ES -'P4 PHASE 2 EROSION & SEDIMENT
30. CUT AND FILL SLOPES THAT ARE (2:1) OR GREATER SHALL (a• - G EX. GAS LINE ------ PROP. EASEMENT/BUFFER ` CONTROL PLAN
I� BE STABILIZED WITH PERMANENT RETENTION DEVICES q50 PROP. MAJOR CONTOUR (5') \ `
OR A SUITABLE COMBINATION OF PLANTINGS AND - C - C - EX, COMMUNICATIONS LINE \
RETENTION DEVICES. SLOPES GREATER THAN THREE TO SD SD EX. STORM SEWER PROP. MINOR CONTOUR IV) PROP. RIP RAP �\
NORTH CAROLINA ONE (MU SHALL NOT BE STABILIZED WITH TURF GRASS PROP. WATER LINE C5.1
' � .
BUT MUST BE STABILIZED WITH VEGETATION THAT � � - � PROP OMIT OF DISTURBANCE ,Y ; WIDTATOR \ \ `V_
ONE -CALL CENTER REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE _ - PROP TREE PROTECTION FENCE Y PROP. SANITARY SEWER CLASLENGTH RIP RAP 9'THCK \
1-800-832.4949 GRASS. RED FESCUE OR OTHER APPROVED VARIETY. � � � � PROP. STORM SEWER SHEET 11 OF 29

hom
HOGARTH DRIVE
\ 70' PUBLIC RNV
KILDAIRE CROSSING /
SUBDIVISION. PHASE 2
B.M. 2017, PAGE 1708-1713
\ / KILDAIRE CROSSING
RIP
SUBDIVISION, PHASE 3
.
EX STREAM (TYP) 100' NEU 2077 PAGE 8/8-823 VER B.M
RI BUFFER
SE
RIPARIAN BUFFER MEASURED
FROM TOP OF BANK (TYP.)
EX WETLAND
\ (TYP) DOZIER WAY
— 50' PUBLIC R/W'�
\ J ,
\\ /
\ PROP. TEMP.
DIVERSION
Coneuh SIwlrlwaler Man-perrent Erg— w NMl l It--ouroef Co sjIon \ / DITCH TD
-1
SerMD- (NRCS) /w addhlonal IMormallon cwf hohV Diller auTh.p-, Iw
WgMMIM of denuded areas. TM -ooze VeWSlIM HHM Me imfe which do
wen under local condif o ,other -,hg rel- ewnbmelt- may ee P.,0w. but �� X
meaI b- -PPr.v dte by Erle— {, CJ
iA[pI D Of if etcwtleg Iu 110 glm -0- 1 1w naexetl VhI o0er- KILDAIRE CROSSING \ PROP. SKIMMERwe"/ KILDAIRE CROSSING
ali- Do rf I aikwv lem{wra J \' BASIN SK -2 / SUBDIVISION. PHASE 3
ry rewr Io grow mer 12 utchef m hegnl hMwe SUBDIVISION, PHASE 1 x�X \ B.M. SUBDIVISION,
I PAGE ASE 3
rg to seep fescue hom be rg beaded nuI B.M. 2014. PAGE 1382-1386 \
\ ATORE
STABTAB ILIZED
\ WITHIN 14 DAYS r \
(TYP-)
/
PROPTEMP
/ DIVERSION
DITCH TD -2-7-7 \ PROP. SKIMMER r
- BASIN SK -1
9 / PROP SILT FENCE
/ OUTLET (TYP )
FLM
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
m.z•
";;0lYA1M►�,,
REVISION HISTORY
REV DESCRIPTION I DATE BV
PROP. TEMP. /
' .... /
PROP SILT FENCE 1 DIVERSIONPROP. LIMITS OF DITCH TD -6
DISTURBANCE AND TREE\..�
((� : 17 PROTECTION FENCING (TYP)
.. -� �}•�1� (Q \ -.40 , \ / \ / PR/ CTI \\ - \\ HISIO ST
S _ \ 7ILL
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.
EX STREAM (TYP) 100' NEU 2077 PAGE 8/8-823 VER B.M
RI BUFFER
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I PAGE ASE 3
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\
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\
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- — - - - EX. STREAM
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— EX. STREAM BUFFER
\\ \G
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PROP. TREE PROTECTION FENCE
SEEDBED PREPARATION
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ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3, REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING
SURFACES REASONABLY SMOOTH AND UNIFORM.
4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW').
5. CONTINUE TILLAGE UNTIL UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
& SEED A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTIUZATION AFTER PERMANENT COVER IS ESTABLISHED.
.APPLY : AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TON PER ACRE ON CLAY SOILS)
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE-20%
MULCH - 2 TONSIACRE - SMALL GRAIN STRAW
ANCHOR -ASPHALT EMULSION G 300 GAL. ACRE
WF \
/ LINDA CLARK \
D.B. 14-E, PAGE 3851 ISSUE FOR
\ PROP. TEMP. /Jl P/Ng07W.01-36-7972 PERMITTING
DIVERSION -/
01` \ i \ \ - DITCH TO / -- - - DO NOT USE FOR CONSTRUCTION
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G -- G G G r- — 60 30 0 60
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\27 \ DATE: 12406-2018
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\ \ \ PROJECT NO.: 18021
\� PHASE 1 NPDES STABILIZATION
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EX. CHAIN UNK FENCE
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EX. OVERHEAD ELECTRIC LINE
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PROP. LIMIT OF DISTURBANCE
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— >> TD >> —
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PROP. HORSESHOE INLET
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®
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AREAS TO BE STABILIZED
WITHIN 7 DAYS
AREAS TO STABILIZED
WITHIN 14 DAYS
CALL 48 HOURS BEFORE
YOU DIG
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0 Ata TH6 DRAWING SHALL NOT BE NEPRODUCED
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INC.
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1, CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 31NCHES DEEP OVER
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2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3, REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING
SURFACES REASONABLY SMOOTH AND UNIFORM.
4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW').
5. CONTINUE TILLAGE UNTIL UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
& SEED A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTIUZATION AFTER PERMANENT COVER IS ESTABLISHED.
.APPLY : AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TON PER ACRE ON CLAY SOILS)
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE-20%
MULCH - 2 TONSIACRE - SMALL GRAIN STRAW
ANCHOR -ASPHALT EMULSION G 300 GAL. ACRE
WF \
/ LINDA CLARK \
D.B. 14-E, PAGE 3851 ISSUE FOR
\ PROP. TEMP. /Jl P/Ng07W.01-36-7972 PERMITTING
DIVERSION -/
01` \ i \ \ - DITCH TO / -- - - DO NOT USE FOR CONSTRUCTION
-----------
\� y --
G -- G G G r- — 60 30 0 60
— — — — — — — G C� G
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— — — — — _ \ r — h I TNIO-hR 15 1 INCH N LENGTH
\--------J.�t------ ----- ( �I —(_ `' ON ORIGINNL DRAWING
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D.B. 1570, PAGE 27 IF IT \ SHEET. ADJUS YOUR - F
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blow hog
\27 \ DATE: 12406-2018
SCALE: AS SHOWN
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� DESIGNED BY: FLM
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TOP OF BANK(TYP) PHONE: [phone]
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i 1 AVF \ \
\ \ \ / \ / / / / / 59 -,I I O 1 1 32 D B LINDA E PAGE 3851
SEEDBED PREPARATION f O y I _ 'G Q ISSUED FOR
58 P / I PIN# 0760.01-36-7872
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER \� �`'/' `,_�' �'�,". / I I� ,I I - PERMITTING
ADVERSE SOIL CONDITIONS, IF AVAILABLE. / 57 /
2. RIP THE ENTIRE AREA TO B INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING
SURFACES REASONABLY SMOOTH AND UNIFORM.
4, APPLY AGRICULTURAL LIME FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW').
5, CONTINUE TILLAGE UNTIL UNTIL WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTIUZER AND SEEDING
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
'APPLY. AGRICULTURAL LIMESTONE 2 TONS/ACRE (3 TON PER ACRE ON CLAY SOILS)
FERTIUZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE-20%
MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW
ANCHOR -ASPHALT EMULSION 0300 GAL. ACRE LEGEND
Pt 53 II I���"
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NORTH CAROLINA
',4 -- -- n' - — PROP. WATER LINE �.
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V .
SHEET 13 OF 29
P 30,a DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PMT WITHOUT WRfI'TEN PERIKSSN]N OF ELN ENGINEERING. INf..

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460
450
44
ROAD 1 PLAN VIEW
STA 100+00 TO END
100+00 101+DO 102+00
50 25 0 50
SCALE: 1 INCH = 50 FEET
HORIZONTAL SCALE
103+00 104+00 105+00
STATION
ROAD 1 PROFILE VIEW
STA 100+00 TO END
nm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
LEGEND
PVI STA: 101+11.93
EX. PROPERTY LINE
I PVI STA: 105+34.80
- -
PVI ELEV: 469.11
(
PVI ELEV: 454.95
EX. EASEMENT
K: 51.59
- -450-
K: 50.94
EX. MAJOR CONTOUR (5)
'� •.,---••;`
LVD: 105.00
--- -
LVC: 400.00
••,•,•
EX. STREAM
0
-
LOW PT. STA: 105+05.39
y m j
j ,YI
LOW PT ELEV: 458.79
I
REVISION HISTORY
87'RIGHT STA:102+08.68
rri URN SIGHT
Uuj<
OHW-
EX. SANITARY SEWER
EX. OVERHEAD ELECTRIC LINE
REV DESCRIPTION DATE
p
_ RIM:466.00
`6oSTANCE
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- EX. GAS LINE
w
ROM SOUTH)INV IN458.75 CB -3
OUT:458.75 I (STA:1O2+89.00
m 28T RIGHT TURN SIGHTINV
DISTANCE (FROM NORTH)
331'LEFT CB -9 RIM:463.00
- --
EX. STORM SEWER
TURN SIGHT STA: 102+08.48 INV IN:448.75>DISTANCE RIM:466.00 INV INA57.00
vzzmzz�
331' LEFT TURN SIGHT
w(FROM INV INA58.25 INV OUT:448.75
DISTANCEi FROM SOUTH)z`NORTH)
INV OUTA5B.25 Cgq
CB-2STA:102+89.00
-----------
STA:103+86.72
PROP. EASEMENT/BUFFER
RIM:464.20
RIM:460.05
It3
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.31 -tet ��
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wit
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PROP. CL GRADE
/
z
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-490 PROP. TREE PROTECTION FENCE
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04
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CL ELEV. 464.38'
(
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STAAD6+44.19
----
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-10
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INV OUTA54.75 SDR 35 PVC
4' DIA
STA:103+59.18 STA:104+93.33
I'
STA:202+66.04
RIMA60.91 RIM:458.83
15OLF of 8' SDR 35 PVC
RIMA64.37
INV INA52.90 8' SDR 35 PVC INV INA53.83 8- SDR 35 PVC
@ 0.61%
INV IN:452.15 8" SDR 35 PVC
INV IN:452.15 8" SDR 35 PVC
INV OUTA52.80 8" SDR 35 PVC INV OUTA53.73 8" SDR 35 PVC
INV OUT:452.05 8` SDR 35 PVC
93LF of 18' RCP @ 2.42%
100+00 101+DO 102+00
50 25 0 50
SCALE: 1 INCH = 50 FEET
HORIZONTAL SCALE
103+00 104+00 105+00
STATION
ROAD 1 PROFILE VIEW
STA 100+00 TO END
nm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
LEGEND
EX. PROPERTY LINE
.•'' ''.
- -
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
S
= ZO %�b •'_:
-----------
EX. EASEMENT
- -450-
EX. MAJOR CONTOUR (5)
'� •.,---••;`
--
--- -
EX. MINOR CONTOUR If
••,•,•
EX. STREAM
-
EX. STREAM BUFFER
.................................
EX. SOIL LINE
REVISION HISTORY
EX. CHAIN LINK FENCE
- OHW-
OHW-
EX. SANITARY SEWER
EX. OVERHEAD ELECTRIC LINE
REV DESCRIPTION DATE
p
-��
EX. WATER LINE
- EX. GAS LINE
- C -
C
EX. COMMUNICATIONS LINE
"
- --
EX. STORM SEWER
- -
PROP. RIGHT -OF -WAV
PROP. LOT LINES
-----------
PROP. EASEMENT/BUFFER
0 PROP. FENCE
-- W ----
W ----
PROP. WATER LINE
_SS -SS
PROP. SANITARY SEWER
PROP. STORM SEWER
450
PROP. MAJOR CONTOUR IS)
PROP. MINOR CONTOUR (1)
-490 PROP. TREE PROTECTION FENCE
•
PROP. BLOW OFF ASSEMBLY
04
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
ORIGINAL PLAN SIZE: 24" X 36"
WITH GATE VALVE
NOTES
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
480 IS 18 INCHES.
2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
3, MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
4. SEE UTILITY PLAN, SHEET C3.0 FOR WATER APPURTENANCES.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
470 OF CARY STANDARDS AND SPECIFICATIONS.
6. ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
460 7. IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THEN THE CONTRACTOR SHALL INSTALL 45' BENDS PER TOWN OF
CARY STANDARD DETAIL 06000.13.
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTIUTIES WITHIN THE PROJECT
EXTENT.
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
NARK.
450 10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
MEN OPERATING AROUND EXISTING UTILITIES.
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
12, PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ROAD 1 IS 60' AND
ROAD 2 IS 50'.
440 13. PROPOSEDROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ROAD 1 IS 35' AND ROAD 2 I 27'.
106+00 107+00 108+00
5 2.5 0 5
SCALE: 1 INCH = 5 FEET
VERTICAL SCALE
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE. 1 INCH= 50 FEET
b SCALE ADJUSTMENT
-1-111 1 INCH IN LENGTN
ON ORIGINAL DMWING
0 1
1
IF IT IS NOT I INCH ON THIS
SHEET. ADJUST YoM SCALE
AOCORDINGLY
DEVELOPMENT PLANS
19 -DP ####
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY, NC
blue heal
DATE: 12-06-2018
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
ROAD 1 PLAN & PROFILE
C6.0
SHEET 14 OF 29

ROAD 2 PLAN VIEW
STA 200+00 TO END
PVI STA: 201+56.78 'i. PVI STA: 205+28.96
PVI ELEV: 465.62 PVI ELEV: 461.98
K. 38.82 K: 26.04
LVC'150.00 LVC'225.00
m LOW PT. STA: 204+39.91
m y M$ vLOW PT ELEV. 462.88 0
N w $ GHT TURN
u w SIGHTIDISTANCE
m
t.
49 -__. In
r /
y,
t CB -5 CB -16
0
g TA:203*09.59 gTA.192+74.15
m PROP. CL g RIM:464.15 RIMA66.05 w n /
w GRADE INV IN:447.50 CB -14 INV INA44.50
u _ STA:102+63.74 CB -11
48 -_. ----p > __-_.. _._ - __INV IN'457.00 :. - STA:204+85.69 INV INA59.00
+24.27
INV OUT 447.50
63.50 INV OUT
GRADE WTA:201 46364 CE 119402+329470 CB -101 S +09.59 :NVINV INN0446:0000 INV 50 NIM IOUT
T:4400 .... S 120 + 2� W
Rllu .70 RIM.464.15 RIM
/
IN
INA57.75 IN OUTA .00 /
IM :459.25 CB -15
IMI IR:45925 INV 0')7:457.75 CB -12
S :204+24.27 STA:204+85.69
TA
RIM:463.50 / 1�
R75% \\ m� WVOUT 457.00 INV OUT 458.00 A-
IT
��� w 276'LEFT TURN -�J
D 47 9 II SIGHT DISTANCE
0 7w /
Z
MH -8 -1.qg 03 497% PROP. 8" CL350
/ DUCTILE IRON
4' DIA. \ -0.90% WATERLINE MIN.
6TA:200+00.00
RIMA73.96 -- r. 4' COVER)
INV OUT:469.00 8" SDR 35 PVC
\ CB -20
4 _____ ____. _..._.._ ___ - .. _. __.____ __ .�.. �/ STA:206+41.22 ._._...
266LF of 8" SDR 35 PVC / RIM:469.25
@ 6.33% ` INV OUT 463.75
13OLF of 15" RCP @ 3.28% m
OQ
�1yF@96
198LF of 8" DIP MH -12
@061% 4'DIA.
q _-. ___.__ __.___ _.... STA:206+52.52
____-RIM:471.50INV OUT:454.95 8DIP
661LFSTA: IMA66.04of 30"RCP
DR 35 4.37
PVC@ 1 22ry 75LF o130^ RCP MH -5
INV IN:452.158"SDR 35 PVC 4'DIA.
',.., INV IN:452.158" SDR 35 PVC MH£' STA:206+00,21
INV OUTA52.05 8"SDR 35 PVC 'I DIA. STA:2 7.78
STA:204+01.99 INV IN:449908"DIP
RIM.463.08 INV IN:449:90 8" DIP
INV IN 451.20 8" SDR 35 PVG INV 0')7:449.80 8' DIP
44
INV OUT:451.10 8" DIP
n$ $vO1i v �i
<$ a <316 16
199+00 200+00 201+00 202+00 203*
00 204s00 205+00 206«00 207+00
CALL 48 HOURS BEFORE STATION
YOU DIG 50 25 0 50 5 2.5 0 5
SCALE: 1 INCH 50 FEET ROAD 2 PROFILE VIEW SCALE'. 1 INCH =5 FEET
swim HORIZONTAL SCALE STA 200+00 TO END VERTICAL SCALE
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
208+00
LEGEND
EX. PROPERTY LINE
EX. RIGHT -OF -WAV
- - EX. ADJACENT OWNERS
- - - - - - EX. EASEMENT
.. EX. MAJOR CONTOUR (5)
EX. MINOR CONTOUR (1')
EX. STREAM
-- -- EX. STREAM BUFFER
---- EX. SOIL LINE
EX. CHAIN LINK FENCE
EX. SANITARY SEWER
- OHW- OHW- EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
G - G - EX. GAS LINE
C C - EX. COMMUNICATIONS LINE
EX. STORM SEWER
- - PROP. RIGHT-OF-WAY
PROP. LOT LINES
-- ---- PROP. EASEMENT/BUFFER
o PROP. FENCE
- W --- W --- PROP. WATER LINE
_SS -SS PROP. SANITARY SEWER
PROP. STORM SEWER
450 PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
->• -+ -'• ->• - PROP. TREE PROTECTION FENCE
• PROP. BLOW OFF ASSEMBLY
6.4 PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
WITH GATE VALVE
NOTES
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
IS 18 INCHES.
2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
3. MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
4. SEE UTILITY PLAID, SHEET C3.0 FOR WATER APPURTENANCES.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARY STANDARDS AND SPECIFICATIONS.
6, ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
7. IFMINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THENTHE CONTRACTOR SHALL INSTALL 45° BENDS PER TOWN OF
CARY STANDARD DETAIL 06000.13.
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT
EXTENT.
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
WORK.
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
12. PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ROAD 1 IS 60' AND
ROAD 2 AND 3 IS 50'.
13. PROPOSED ROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ROAD 1 IS 35' AND ROAD 2 AND 31S 27'.
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
REVISION HISTORY
REV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE: 1 INCH= 50 FEET
SCALE ADJUSTMENT
?� 1H5 BAR 151 INCH N
ONGiN
ON RIGINA DRAWING
0
1 I
IF IT IS NOT 1 MJCH ON THIS
SHEET.ADJUST YM SCALE
ACCORDINGLY
DEVELOPMENT PLANS
19 -DP ###tk
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY, NC
e
blue heel
DATE: 124)6-2018
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
ROAD 2 PLAN & PROFILE
C6.1
SHEET 15 OF 29

ROAD 3 PLAN VIEW
STA 300+00 TO END
STA 306+36.88
RIM 450.69
INV IN 434.52 8" DIP
307+00
Rm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
LEGEND
IS 18 INCHES.
PVI STA: 301+39.67
- -
PVI
STA: 305+24.21
'ti't• '
q W'
- - -
- --
EX. EASEMENT
_a
PVI ELEV: 466.33
j
EX. MAJOR CONTOUR (51
PVI ELEV: 448.83
.._. ...... _..
-..
EX. MINOR CONTOUR (1')
.,�..•
- .. ..
K: 42.24,'
EX. STREAM
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
K: 29.82
EX. STREAM BUFFER
.................................
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
LVC: 150.00
REVISION HISTORY
LVC: 170.00
'.
-OHW-OHW-
PT. STA: 305+74.93
EX. SANITARY SEWER
EX. OVERHEAD ELECTRIC LINE
REV DESCRIPTION DATE
It
o n m o LOW
CORBINTON COMMONS AT
EXTENT
EX. WATER LINE
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
- G -G - EX. GAS LINE
a s
m h LOW
PT ELEV: 449.61
m
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
EX. STORM SEWER
W
o w
- -
+
o
e
blue h*W
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
PROP. LOT LINES
o
`o°T aim
DATE: 12-06-2018
w
m D
Iii
0 PROP. FENCE
lu
W -----
PROP. WATER LINE
48
.. _._.-___...__-
SS
N w
y>
w
PROP. STORM SEWER
SHEET 16 OF 29
450
CB -19
D
PROP. TREE PROTECTION FENCE
•
4
STA 301+05.00
RIMA66.70
D4
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
HATH GATE VALVE
INV :N: 61.00
INV IN:443.50
m m
INV 0UT:443.50
CB -21
w n
STA:302+97.00
W
RIMA59.40
i \
EX. CL
GRADE
INV INA41.50
INV OUT:441.50
j
47
-- _-_-- - __y._
,(/
�"� PROP. 4IL
GRADE
CB -22
STA:302+97.00 �--
I
239' RIGHT RIM:459.40 CB -25
TURN SIGHT INV IN:441.00 STA:303+81.98
j
DISTANCE INV OUT:441.00 RIMA55.50
\
INV
INA40.00
--- INV
` \
OUTA40.00
276' LEFT TURN
j
SIGHT
DISTANCE
1
CB -26
B-27
46
- - - -
� � �
STA305+04.31
STA:305+61.74
i
RIMA50.65
RIM, 49.75
\
INV IN:439.00
INV IN:438.50
fm"'
%
•INV OUTA39.00
,� ``__
INV OUTA38.50
G`
CB -28
D
P ROP. 8" CL350
\\�\
STA:305+61.74
'--1
DUCTILE IRON
O
WATERLINE (MIN.
INV IN 438.2
Z
4' COVER)
\�
INV OUT:4385
.25
4
_-_.- _
317LF of 8'DIP
80.66% ---
\
\
,15
\
I
\
� Oi
l
192LF O (30"RCP
01.04%
\
/
\\
MH -5
4' DIA.
56LF of
36' RCP
��
440---STA:206+00.21-
-
_
0.90%
RIM:467.78 47LF o130' RCP 8 1.06% MH -3
INV IN:449.10 8' DIP
INV IN:449.90 8' DIP'.
4' DIA.
INV OUT:449.80 8' DIP
STA:303+43.94
11 BLF of
RIMA56.98
36' RCP
INV INA47.70 8' DIP
8 0.85%
CB -18
j
INV IN:447.50 8' SDR 35 PVC
STA:300+58.00
INV OUT:447.50 I, SDR 35 PVC
139LF of 8" DIP
RIM:467.35
gl� 1 78%
INV IN:444.00
INV OUT 444.00
35LF of 8' SDR 3 PVC 8 1.18%
4' DIA.
PROP. 18' RCP
d'' DLk DIA
STA 304'
CL ELEV. 441.S7
STA 303+78.73
RIM:450.60
RIM:455.41
INV INA37.20 8' SDR 35 PVC
INV IN:447.10 8" SDR 35 PVC
INV OUT:437.00 8" DIP
I
INV OUT046.90 8' SDR 35 PVC
I,
42
I
CALL 48 HOURS BEFORE
d
YOU DIG
,
299+00
300+00
301+00 302+00
303+00 304+00 305+00
306+00
..
50 25 0
50
STATION
NORTH CAROLINA
5 2.5 0 5
ONE -CALL CENTER
SCALE 1INCH
=50 FEET
ROAD 3 PROFILE VIEW
SCALE.I INCH =5 FEET
1-800-63211949
CA14 WIALL TNM -ING SHNOT BE gEPgODUOEO IN W. OR IN
PMT THOUT WRRTEN %RNIIS4gN OF FLM ENGINEERING, INC.
HORIZONTAL SCALE
STA 300+00 TO END
VERTICAL SCALE
STA 306+36.88
RIM 450.69
INV IN 434.52 8" DIP
307+00
Rm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
LEGEND
IS 18 INCHES.
EX. PROPERTY LINE
- -
3. MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
'ti't• '
q W'
- - -
- --
EX. EASEMENT
_a
- -450'-
OF CARV STANDARDS AND SPECIFICATONS.
EX. MAJOR CONTOUR (51
((( •-.,, Q. "
��•''.AiH.•'"
.._. ...... _..
-..
EX. MINOR CONTOUR (1')
.,�..•
- .. ..
.. -
EX. STREAM
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
-
EX. STREAM BUFFER
.................................
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
EX. SOIL LINE
REVISION HISTORY
EX. CHAIN LINK FENCE
'.
-OHW-OHW-
--
EX. SANITARY SEWER
EX. OVERHEAD ELECTRIC LINE
REV DESCRIPTION DATE
It
8, THE UTILITIES SHOWN ARE NOT GUARANTEED TO BEA
REPRESENTATION OF ALL UTILITIES VMTHIN THE PROJECT
CORBINTON COMMONS AT
EXTENT
EX. WATER LINE
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
- G -G - EX. GAS LINE
- C -
C -
EX. COMMUNICATIONS LINE
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
EX. STORM SEWER
- -
PROP. RIGHT -OF -WAV
blue h*W
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
PROP. LOT LINES
-----------
DATE: 12-06-2018
PROP. EASEMENT/BUFFER
13. PROPOSED ROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ROAD 2, 3 AND 4 IS 27'.
0 PROP. FENCE
---'_-- W----- -
W -----
PROP. WATER LINE
PROJECT NO.: 18021
- SS -
SS
PROP. SANITARY SEWER
C6.2
PROP. STORM SEWER
SHEET 16 OF 29
450
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
PROP. TREE PROTECTION FENCE
•
PROP. BLOW OFF ASSEMBLY
D4
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
HATH GATE VALVE
ORIGINAL PLAN SIZE: 24" X 36"
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
IS 18 INCHES.
2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
ISSUED FOR
3. MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
PERMITTING
DO NOT USE FOR CONSTRUCTION
4. SEE UTILITY PLAN, SHEET C3.0 FOR WATER APPURTENANCES.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARV STANDARDS AND SPECIFICATONS.
50 25 0 50
6 ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
SCALE: 1 INCH= 50 FEET
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
N
SCALE ADJUSTMENT
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
THM -IIS I INCH IN LENGTH
ON ORIGINAL DRAWING
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
I II
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
IF IT M NOT I INCH ON THIS
SHEFT. AOIUST-R -F
ACCARONGLY
7. IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
DEVELOPMENT PLANS
19 -DP-####
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THEN THE CONTRACTOR SHALL INSTALL 45° BENDS PER TOWN OF
GARY STANDARD DETAIL 06000.13.
8, THE UTILITIES SHOWN ARE NOT GUARANTEED TO BEA
REPRESENTATION OF ALL UTILITIES VMTHIN THE PROJECT
CORBINTON COMMONS AT
EXTENT
KILDAIRE
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ARTHUR PIERCE RD
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
CARY, NC
WORK.
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTIUTIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
blue h*W
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
12, PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ROAD 2,3 AND 41S
50,.
DATE: 12-06-2018
SCALE: ASSHOWN
13. PROPOSED ROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ROAD 2, 3 AND 4 IS 27'.
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
ROAD 3 PLAN & PROFILE
C6.2
SHEET 16 OF 29

CALL 48 HOURS BEFORE
YOU DIG
8ml.'
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
MI18 TNR o-ING SNALL NOT BE REPRODUCE
JiT WITHOUT WRITTEN PERLPSSION OF FW EIN
PVI STA: 401+54.90
PVI ELEV: 458.31
K: 38.82
T
SA
99LF of 24' RCP SM.40
56
@14.05% INV INAS3.75 8- SDR 35 PVC
INV OUTA53.55 8' SDR 35 PVC
MH -13
4' DIA. 66LF of 24' RCP w
BTA:4D1+06.65
RIMA57.74
INV IN:449.70 8' SDR 35 PVC
INV OUT:449.50 8' SDR 35 PVC
78LF of B' SDR 35 PVC @ 2.55%
MH -3
4' DIA.
STA 303+43.94
RIMAS6.98
INV IN:44770 8' DIP
INV IN:447:50 8' SDR 35 PVC
INV OUTA47.50 8' SDR 35 PVC
ROAD 4 PLAN VIEW
STA 400+00 TO END
RIMA57.25
11 AA12+30A1
L89LIPf
K: 16.27
INV IN:440.50
I
RIMA62.45
LVC: 150.00
INV OUTA57.00
INV INA45.00
INV OUTA57.00
Q 0.62%
MH -15
INV OUT:440.50
INV INA64.00
g
0
v
CB-38CB-24
U APPROX. TOP OF I
a U
_
STA:402+30.41
INV OUT :458.55 8' SDR 35 PVC
_
mEX.
TA:400+59.49 --.. CB-40RIM:462.45
w
s
$
RIMA57.25 STA:401+61.19
INV INA51.50
RIMA74.31
INV INA40.25 RIMA59.50
INV INA56.50
FINV
OUT:44025 INV INA49.00
INV OUTA51.50
90'
m
INV OUTA49.00
PIPE ELEV. 468.85'
RIMA74.55
Y H
Ft
INV IN:456.25
INV INA54.75
/
CB -36 w
EX. CL
STA: 74.73
9 w�
GRADE
RIM:IM:474.55
c7 w
PROP. CL
E
INV OUT:456.00 Iw
GRADE
/
321Wo
4
I fL
SD
8
3
I"
2 �%
�
d 2q.
of
_. c o19 SOR35PNC
122LF
T
SA
99LF of 24' RCP SM.40
56
@14.05% INV INAS3.75 8- SDR 35 PVC
INV OUTA53.55 8' SDR 35 PVC
MH -13
4' DIA. 66LF of 24' RCP w
BTA:4D1+06.65
RIMA57.74
INV IN:449.70 8' SDR 35 PVC
INV OUT:449.50 8' SDR 35 PVC
78LF of B' SDR 35 PVC @ 2.55%
MH -3
4' DIA.
STA 303+43.94
RIMAS6.98
INV IN:44770 8' DIP
INV IN:447:50 8' SDR 35 PVC
INV OUTA47.50 8' SDR 35 PVC
ROAD 4 PLAN VIEW
STA 400+00 TO END
INV OUTA54,.75
- PROP. 8" CL350
DUCTILE IRON L
WATERLINE I
(MIN. 4' COVER)
of W DIP @062%
�0%
114LF of 18' RCP
PVIE W476.54-
RIM:474.75
L89LIPf
K: 16.27
INV IN 457.00
CB -31
LVC: 150.00
INV OUTA57.00
o
,$ HIGH PT. STA: 405+16.211
Q 0.62%
MH -15
HIGH, PT ELEV: 474.84
INV INA64.00
g
EX. 8' GAS LINE
v
INV INA58.70
U APPROX. TOP OF I
a U
_
m PIPE ELEV. 489.53'
INV OUT :458.55 8' SDR 35 PVC
_
mEX.
16' GAS LINE
w
MH -16
TOF
APPROX��67.
j
RIMA74.31
PIPE ELE'`89'
EX. 8" GAS LINE
CB-37APPROX.
CB -35
TOP OF
STA:403+56.41
PIPE ELEV. 468.85'
RIMA74.55
RIMA69.00
INV IN:456.25
INV INA54.75
/
INV OUTA54,.75
- PROP. 8" CL350
DUCTILE IRON L
WATERLINE I
(MIN. 4' COVER)
of W DIP @062%
�0%
114LF of 18' RCP
;"s a,
PVI STA: 407+76.96
OUTA58.85
L89LIPf
K: 26.36
CB -31
LVC: 150.00
CB -32
4 06
n LOW PT. STA: 408+07.92
RIM 471.60
RIM
Q 0.62%
MH -15
K
INV INA64.00
66LF of 18' RCP
4' DIA.
STA:403+68.28
RIM:469.35
INV INA58.70
@ 1.14%
INV INA58.65 8' DIP
--'
INV OUT
INV OUT :458.55 8' SDR 35 PVC
MH -16
STA:404+82.03
j
RIMA74.31
8' SDR 35 PVC
INV INA59.45 8' DIP
INV OUTA59.35 8' DIP
I
CB -35
STA:404+74.73
RIMA74.55
INV IN:456.25
INV OUT:456.25
CB -36 w
w
STA: 74.73
RIM:IM:474.55
INV IN:456.00
E
INV OUT:456.00 Iw
wl
;"s a,
OUTA66.00
PVI STA: 407+76.96
OUTA58.85
PVI ELEV: 465.63
K: 26.36
CB -31
LVC: 150.00
CB -32
4 06
n LOW PT. STA: 408+07.92
RIM 471.60
RIM
LOW PT ELEV: 466.52
�
INV INA58.00
K
INV INA64.00
U
INV OUTA58.00 m.,
m
OUTA66.00
INV
OUTA58.85
RIM'A73.81
CB -31
i
INV OUT 460.00 8' DIP
STA:407+77.4
`
K
RIMA66.90
INV INA58.70
O
-"- --
--'
INV OUT
458.
114LF of
8' SDR 35 PVC
@ 0.66%
- FLIT.
PROBABLE
ALIGNMENT
140LF of 15" RCP lid 0.50%
82LF of
MH -18
18' RCP MH -19
4' DIA.
1.22% STA:406+49.05 4' DIA.
RIMA70.63 STA:407+61.68
INV INA60.75 8' SDR 35 PVC RIMA66.91
INV OUT:460.65 8' SDR 35 PVC INV OUT:461.50 8- SDR 35 PVC
STA:405+68.36
RIM'A73.81
INV INA60.10 8' SDR 35 PVC
i
INV OUT 460.00 8' DIP
-
K
O
- -L-
� a
<�" ��
)+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00
STATION
50 25 0 50 5 2.5 0 5
SCALE: 1 INCH =50 FEET ROAD 4 PROFILE VIEW SCALE: 1 INCH =5 FEET
HORIZONTAL SCALE STA 400+00 TO END VERTICAL SCALE
LEGEND
EX. PROPERTY LINE
EX. RIGHT -OF -WAV
-- - - EX ADJACENT OWNERS
-- -_-- ----- EX EASEMENT
-- EX. MAJOR CONTOUR (5')
-- EX. MINOR CONTOUR (1')
- - EX. STREAM
- EX. STREAM BUFFER
...... EX. SOIL UNE
EX, CHAIN LINK FENCE
EX. SANITARY SEWER
- OHW- OHW- EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
- G - G - EX. GAS LINE
- C - C - EX. COMMUNICATIONS LINE
--- -- EX. STORM SEWER
PROP. RIGHT -OF -WAV
PROP. LOT LINES
----------- PROP. EASEMENT/BUFFER
o PROP. FENCE
- IN - ----- W---- PROP. WATER LINE
-ss - SS PROP. SANITARY SEWER
PROP. STORM SEWER
450 PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR IV)
-s -� -+� ->• - PROP. TREE PROTECTION FENCE
• PROP. BLOW OFF ASSEMBLY
I)4 PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
WITH GATE VALVE
NOTES
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
IS 18 INCHES.
2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
3, MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
4. SEE UTILITY PLAN, SHEET C3.0 FOR WATER APPURTENANCES.
5, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARY STANDARDS AND SPECIFICATIONS.
6. ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
7. IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THEN THE CONTRACTOR SHALL INSTALL 45° BENDS PER TOWN OF
CARY STANDARD DETAIL 06000.13.
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT
EXTENT.
9, THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
WORK.
10, THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
12. PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ROAD 3 AND 41S 50'.
13. PROPOSED ROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ROAD 3 AND 41S 27'.
sm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH. NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE: 1 INCH= 50 FEET
SCALE ADJUSTMENT
THR BAR R 1 INCH IN LENGTH
ON
.-INA oRAWING
0 T'
I I
IF IT R NOT T INCH ON THIS
SHEET. ADJUST Yo- SCALE
ACCORDINGLY
DEVELOPMENT PLANS
19 -DP q###
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY, NC
blue hsW
DATE: 12-06-2018
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
ROAD 4 PLAN & PROFILE
C6.3
SHEET 17 OF 29

CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
,•,� = w--
-
- w
-465
466F
s UR PIERCE 0
6 5)UBLIC R/W ES,
ARTH
PROP, 12' DUCTILE
4 IRON WATERLINE
j `PROP. 17' WATER LINE EXTENSION.
REMOVE EXISTING BLOW -OFF,
LEAVING THE MAIN LINE VALVE.
7=7:-w
«-
4P5
I
PROP, 12" X 8" MJ TEE
PROP. (2) 17' MJ GATE VALVE 8 BOX I I
PROP. 8. MJ GATE VAVLE 8 BOX I
I
PROP. 17' X 6' MJ TEE
PROP. HYDRANT ABBY I
I
1
ARTHUR PIERCE ROAD PLAN VIEW
STA 0+00 TO 9+50
I --I
L----- ---
--470,
--4�.pHWs
G
49
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
•.dE
EX. PROPERTY LINE
- -
- - - -
- -
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
:QA'�
� _ �d • 1V?_
-450'
EX. MAJOR CONTOUR IS)
EX. MINOR CONTOUR (1')
\:
'- �•.`
�'"ATM•'•,
••"•
-
— -
I
i
50 25 0 50
9(
SCALE. 1 INCH = 50 FEET
-...
EX. SOIL UNE
'
i
---_.497'LEFT
EX. CHAIN UNK FENCE
— OHW—
OHW—
EX. SANITARY SEWER
EX. OVERHEAD ELECTRIC LINE
REV DESCRIPTION DATE
I 11
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
TURN
.----_ _____-_ --_-_
--_. -.--_-_-+...__
430'RIGHT TURN.
_----.--. _.
8C
DEVELOPMENT PLANS
_..__.. ...
.._....,,
EX. STORM SEVER
SIGHT DISTANCE
- -
EXTENT
SIGHT DISTANCE
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ARTHUR PIERCE RD
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
EX. ARTHUR PIERCE
RD CL GRADE
WORK.
_--------
----------
PROP. EASEMENT/BUFFER
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
-
W --- ---
PROP. WATER LINE
-----
_SS —SS
PROP. SANITARY SEWER
12, PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ARTHUR PIERCE
---
i----�
PROP. STORM SEWER
SCALE: AS SHOWN
450
DESIGNED BY: FLM
PROP. MAJOR CONTOUR (6)
PROJECT NO.: 18021
ARTHUR PIERCE ROAD PLAN &
PROP. MINOR CONTOUR (1')
—� —� —>• —>• — PROP. TREE PROTECTION FENCE
•
C6.4
PROP. BLOW OFF ASSEMBLY
SHEET 18 OF 29
04
PROP. GATE VALVE
--------
--�
PROP. FIRE HYDRANT ASSEMBLY
ORIGINAL PLAN SIZE: 24" X 36"
WTH GATE VALVE
169LF of 15" RCP
i6
@ 1.19%
STA:7a73.74
RIMA71.25
Ap
INV OUT
465.00 EX. 16' GAS LINE
PROP. 12"
IRON
TRIM'
APPROX, TOP OF
WATERLINE
LINE
(DUCTILE
(MIN. 4' COVER)
63.80
RIM' 69.40
PIPE ELEV. 468.11'
INV INA63.00
INV OUTA63.00
EX. B' GAS LINE
APPROX. TOP OF
PIPE ELEV. 469.10'
5
15D-
-150
w
40
a
a
u uu 1+W 2+W 3+00
50 25 0 50
SCALE. 1 INCH= 50 FEET
HORIZONTAL SCALE
4+00 5+00 6+00
STATION
ARTHUR PIERCE PROFILE VIEW
STA 0+00 TO 9+50
7+00 8+00 9+00 9+50
5 2.5 0 5
SCALE. 1 INCH = 5 FEET
VERTICAL SCALE
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
LEGEND
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
•.dE
EX. PROPERTY LINE
- -
- - - -
- -
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
:QA'�
� _ �d • 1V?_
-450'
EX. MAJOR CONTOUR IS)
EX. MINOR CONTOUR (1')
\:
'- �•.`
�'"ATM•'•,
••"•
-
— -
EX. STREAM
—
50 25 0 50
EX. STREAM BUFFER
SCALE. 1 INCH = 50 FEET
.................................
EX. SOIL UNE
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
REVISION HISTORY
EX. CHAIN UNK FENCE
— OHW—
OHW—
EX. SANITARY SEWER
EX. OVERHEAD ELECTRIC LINE
REV DESCRIPTION DATE
I 11
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
EX. WATER LINE
IF ITIs NOT 1 WCH
— G — G — EX. GAS LINE
— C —
C —
EX. COMMUNICATIONS LINE
DEVELOPMENT PLANS
_..__.. ...
.._....,,
EX. STORM SEVER
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BEA
REPRESENTATION OF ALL UTIUTIES WITHIN THE PROJECT
- -
EXTENT
PROP. RIGHT-OF-WAY
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ARTHUR PIERCE RD
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
PROP. LOT LINES
WORK.
-----------
PROP. EASEMENT/BUFFER
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
D PROP. FENCE
- W --- __
W --- ---
PROP. WATER LINE
blv
_SS —SS
PROP. SANITARY SEWER
12, PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ARTHUR PIERCE
DATE: 12-06-2018
PROP. STORM SEWER
SCALE: AS SHOWN
450
DESIGNED BY: FLM
PROP. MAJOR CONTOUR (6)
PROJECT NO.: 18021
ARTHUR PIERCE ROAD PLAN &
PROP. MINOR CONTOUR (1')
—� —� —>• —>• — PROP. TREE PROTECTION FENCE
•
C6.4
PROP. BLOW OFF ASSEMBLY
SHEET 18 OF 29
04
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
ORIGINAL PLAN SIZE: 24" X 36"
WTH GATE VALVE
NOTES
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
IS 18 INCHES.
2, MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
ISSUED FOR
3. MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
PERMITTING
IS 18 INCHES.
DO NOT USE FOR CONSTRUCTION
4. SEE UTILITY PLAN, SHEET C3.0 FOR WATER APPURTENANCES.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARY STANDARDS AND SPECIFICATIONS.
50 25 0 50
6, ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
SCALE. 1 INCH = 50 FEET
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
SCALE ADJUSTMENT
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
=
Trls snR lsIINCNwLENGT�
GN ORIGINRL o ING
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
I 11
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
IF ITIs NOT 1 WCH
BEEN GIVEN.
ON M
SHEET, nausT vouR scALE
RGGORDINGLY
7. IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
DEVELOPMENT PLANS
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THENTHE CONTRACTOR SHALL INSTALL 45' BENDS PER TOWN OF
CARY STANDARD DETAIL O60W.13-
19 -DP -##k#
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BEA
REPRESENTATION OF ALL UTIUTIES WITHIN THE PROJECT
CORBINTONCOMMONSAT
EXTENT
KILDAIRE
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ARTHUR PIERCE RD
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
CARY, NC
WORK.
10, THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
blv
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
12, PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ARTHUR PIERCE
DATE: 12-06-2018
ROAD IS 70'.
SCALE: AS SHOWN
13. PROPOSED ROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ARTHUR PIERCE ROAD IS 42'.
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
ARTHUR PIERCE ROAD PLAN &
PROFILE
C6.4
SHEET 18 OF 29

_465�G////'
42
O h
I
O
\ /� L---
G // 475 I I ----
( � G / / 475
480 —
OHW
C �� --". — — OHW OHW— PROP. 12 X 6' MJ TEE PROP. BLOW OFF ASSY AT END
OHW—OHW�OHW_OH PROP. HYDRANTASS'Y OF 1Y'WATERUNE EXTENSION
DHW OHW_ W ARTHUR PIERCE 60' PUBLIC RNV
W PROP. 12"X6"MJ TEE (S.R.#1305)
' PROP. HYDRANT ASSY
PROP. 12" CL350 DUCTILE
IRON WATERLINE
490
480
470
460
450
440
ARTHUR PEIRCE PLAN VIEW
STA 9+50 TO END
— _ LEGEND
470
460
450
440
9+50 10-0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
50 25 0 so STATION 5 2.5 0 5
Ro
. SCALE: 1 INCH = 5 FEET
CALL 48 HOURS BEFORE SCALE1 INCH= 50 FEET ARTHUR PIERCE PROFILE VIEW
YOU DIG HORIZONTAL SCALE STA 9+50 TO END VERTICAL SCALE
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
0.1
PMT
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
IS 18 INCHES
2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
3, MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
4, SEE UTILITY PLAN, SHEET C3.0 FOR WATER APPURTENANCES.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARY STANDARDS AND SPECIFICATIONS.
6. ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
7. IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THEN THE CONTRACTOR SHALL INSTALL 45' BENDS PER TOWN OF
CARY STANDARD DETAIL 06000.13.
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTIUTIES WITHIN THE PROJECT
EXTENT.
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
WORK.
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
12, PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ARTHUR PIERCE
ROAD IS 70'
13. PROPOSED ROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ARTHUR PIERCE ROAD IS 42'.
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTHCAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
r ti�.+FT
2vg.,�
'roNATHA, , ••• ;
REVISION HISTORY
REV IDESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE. 1 INCH= 50 FEET
SCALE ADJUSTMENT
2� THIS BM IS 1 INCH IN LENGTH
ON ORIGINAL DRAINING
0
I I
IF IT NOT 1 INCH ON 1
SHEET,-- YO SCALE
ACCORDINGLY
DEVELOPMENT PLANS
19 -DP ####
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY, NC
blue how
DATE: 12-06-2018
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
ARTHUR PIERCE ROAD PLAN &
PROFILE
C6.5
SHEET 19 OF 29
EX.
ARTHUR PIERCE
EX. PROPERTY LINE
— —
EX RIGHT-OF-WAY
—
— —
RD CL GRADE
EX. ADJACENT OWNERS
-----------
EX. EASEMENT
430' RIGHT TURN
-450'
EX. MAJOR CONTOUR (5')
--
-
EX. MINOR CONTOUR (1
SIGHT DISTANCE
—_—_
-- iT
I—
II
EX. STREAM BUFFER
.................................
EX. SOIL UNE
EX. CHAIN UNK FENCE
PROP. 12' CL350 DUCTILE IRON
WATERLINE (MIN.4COVER)
— OHW—
OHW—
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
— G
—
G
EX. GAS LINE
— C
—
C
EX. COMMUNICATIONS LINE
_..._
-....
-_-.
EX. STORM SEWER
— —
CB-AP3
PROP. RIGHT -OF -WAV
PROP. LOT LINES
-----------
STA18+32.68
PROP. EASEMENT/BUFFER
490
0
PROP. FENCE
-- --- W
RIM:474.50
W ------
PROP. WATERLINE
_SS
—SS
PROP. SANITARY SEWER
INV OUT:469.30
EX. e' GAS LINE
450
PROP. MAJOR CONTOUR (5')
30LF of 15' RCP
@0.99
APPROX. TOP OF
PIPE ELEV.467.74'
--
-i
---
PROP. TREE PROTECTION FENCE
•
I
480
D4
PROP. GATE VALVE
PROP. FIRE HYDRANTASSEMBLY
■
WITH GATE VALVE
NOTES
I
I
m
c; Ci
a
a
e a
e
a
s a
470
460
450
440
9+50 10-0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
50 25 0 so STATION 5 2.5 0 5
Ro
. SCALE: 1 INCH = 5 FEET
CALL 48 HOURS BEFORE SCALE1 INCH= 50 FEET ARTHUR PIERCE PROFILE VIEW
YOU DIG HORIZONTAL SCALE STA 9+50 TO END VERTICAL SCALE
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
0.1
PMT
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
IS 18 INCHES
2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
3, MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
4, SEE UTILITY PLAN, SHEET C3.0 FOR WATER APPURTENANCES.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARY STANDARDS AND SPECIFICATIONS.
6. ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
7. IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THEN THE CONTRACTOR SHALL INSTALL 45' BENDS PER TOWN OF
CARY STANDARD DETAIL 06000.13.
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTIUTIES WITHIN THE PROJECT
EXTENT.
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
WORK.
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
12, PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ARTHUR PIERCE
ROAD IS 70'
13. PROPOSED ROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ARTHUR PIERCE ROAD IS 42'.
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTHCAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
r ti�.+FT
2vg.,�
'roNATHA, , ••• ;
REVISION HISTORY
REV IDESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE. 1 INCH= 50 FEET
SCALE ADJUSTMENT
2� THIS BM IS 1 INCH IN LENGTH
ON ORIGINAL DRAINING
0
I I
IF IT NOT 1 INCH ON 1
SHEET,-- YO SCALE
ACCORDINGLY
DEVELOPMENT PLANS
19 -DP ####
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY, NC
blue how
DATE: 12-06-2018
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
ARTHUR PIERCE ROAD PLAN &
PROFILE
C6.5
SHEET 19 OF 29
EX. PROPERTY LINE
— —
EX RIGHT-OF-WAY
—
— —
—
EX. ADJACENT OWNERS
-----------
EX. EASEMENT
-450'
EX. MAJOR CONTOUR (5')
--
-
EX. MINOR CONTOUR (1
EX. STREAM
—
EX. STREAM BUFFER
.................................
EX. SOIL UNE
EX. CHAIN UNK FENCE
EX. SANITARY SEWER
— OHW—
OHW—
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
— G
—
G
EX. GAS LINE
— C
—
C
EX. COMMUNICATIONS LINE
_..._
-....
-_-.
EX. STORM SEWER
— —
PROP. RIGHT -OF -WAV
PROP. LOT LINES
-----------
PROP. EASEMENT/BUFFER
490
0
PROP. FENCE
-- --- W
------
W ------
PROP. WATERLINE
_SS
—SS
PROP. SANITARY SEWER
PROP. STORM SEWER
450
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR IV)
—� —�
—>•
—'• —
PROP. TREE PROTECTION FENCE
•
PROP. BLOW OFF ASSEMBLY
480
D4
PROP. GATE VALVE
PROP. FIRE HYDRANTASSEMBLY
■
WITH GATE VALVE
NOTES
470
460
450
440
9+50 10-0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
50 25 0 so STATION 5 2.5 0 5
Ro
. SCALE: 1 INCH = 5 FEET
CALL 48 HOURS BEFORE SCALE1 INCH= 50 FEET ARTHUR PIERCE PROFILE VIEW
YOU DIG HORIZONTAL SCALE STA 9+50 TO END VERTICAL SCALE
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
0.1
PMT
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
IS 18 INCHES
2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
3, MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
4, SEE UTILITY PLAN, SHEET C3.0 FOR WATER APPURTENANCES.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARY STANDARDS AND SPECIFICATIONS.
6. ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
7. IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THEN THE CONTRACTOR SHALL INSTALL 45' BENDS PER TOWN OF
CARY STANDARD DETAIL 06000.13.
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTIUTIES WITHIN THE PROJECT
EXTENT.
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
WORK.
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
12, PROPOSED PUBLIC RIGHT-OF-WAY WIDTH OF ARTHUR PIERCE
ROAD IS 70'
13. PROPOSED ROADWAY WIDTH (BACK OF CURB TO BACK OF CURB)
OF ARTHUR PIERCE ROAD IS 42'.
Fm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTHCAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
r ti�.+FT
2vg.,�
'roNATHA, , ••• ;
REVISION HISTORY
REV IDESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE. 1 INCH= 50 FEET
SCALE ADJUSTMENT
2� THIS BM IS 1 INCH IN LENGTH
ON ORIGINAL DRAINING
0
I I
IF IT NOT 1 INCH ON 1
SHEET,-- YO SCALE
ACCORDINGLY
DEVELOPMENT PLANS
19 -DP ####
CORBINTON COMMONS AT
KILDAIRE
ARTHUR PIERCE RD
CARY, NC
blue how
DATE: 12-06-2018
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
ARTHUR PIERCE ROAD PLAN &
PROFILE
C6.5
SHEET 19 OF 29

CALL 48 HOURS BEFORE
YOU DIG
UAW,
NORTH CAROLINA
ONE -CALL CENTER
1-800-6324949
EX. 100' NEUSE RIVER
RIPARIAN BUFFER. MEASURED EX STREAM (TYP)
FROM TOP OF BANK (TYP)
..IRE CROSSING
SUBDIVISION. PHASE
BM 2017, PAGE 818-823
-------------
GRADES SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY, NO GREENWAY
CONSTRUCTION IS PROPOSED AS
PART OF THIS PLAN ASIDE FROM THE
STREET -SIDE TRAIL
426
130—
�T EX. WETLAND J
/ (TYP)
_ r
PROBABLE ALIGNMENT OF d45 •
/ a FUTURE IO GREENWAV 1
�- CENTERED WITHIN A 30 TOWN ,
OF CARY PUBUC EASEMENT \
l / KILDA/RECROSSING -- I /
l l l B M 2017, PAGE 1708-1713 \
If
FUTURE GREENWAY PLAN VIEW
STA 1000+00 TO END
470
460
450
m
m
m
D
O
Z
440
433-
CALL
30
420-
470
460
450
440
430
420
1000+00 1001+00 1002.00 1003+00 1004+00 1005+00
STATION
50 25 0 50 5 2.5 0 5
SCALE: 1INCH =50 FEET FUTURE GREENWAY PROFILE VIEW SCALE: 1 INCH =5 FEET
HORIZONTAL SCALE STA 1000+00 TO END VERTICAL SCALE
I
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
LEGEND
PVI STA: 1001+53.97
I
�'', PVI STA: 1002.62.90
EX. PROPERTY LINE
-----------
PVI ELEV'. 438.94
PVI ELEV: 440.38
EX. RIGHT-OF-WAY
EX ADJACENT OWNERS
EX. EASEMENT
A'r'
Z �zJ¢Y�\` • �'
—
-
K: 8.97
K'7.14
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. ROAD 1
_. _..........—.___
LVC: 50.00
LVC.50.00
EX. STREAM
GRADE
SCALE'. 1 INCH= 50 FEET
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
EX. STREAM BUFFER
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
.....
_
EX. CL GRADE
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
EX. SOIL UNE
REVISION HISTORY
EX. CHAIN LINK FENCE
—OHW—OHW—
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
'.
U>'
m
w
I 1I
m w
FUTURE POTENTIAL
EX. WATER LINE
BEEN GIVEN.
— G G — EX. GAS LINE
— C
?
C —
CL GRADE /
THEN THE CONTRACTOR SHALL INSTALL 45° BENDS PER TOWN OF
-"-
-
EX. STORM SEWER
CORBINTONCOMMONSAT
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT
- -
EXTENT.
PROP. RIGHT -OF -WAV
9, THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ARTHUR PIERCE RD
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
CARY, NC
PROP. LOT LINES
-----------
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
y
PROP. EASEMENT/BUFFER
f it
0 PROP. FENCE
----- IN
---- -
W -
- PROP. WATER LINE
—SS
_ss
PROP. SANITARY SEWER
DESIGNED BY: FLM
APPROVED BY: FLM
PROP. STORM SEWER
PROJECT NO.: 18021
FUTURE GREENWAY PLAN &
450
PROP. MAJOR CONTOUR (51
I
/
—� —>• —>• —>. — PROP. TREE PROTECTION FENCE
•
PROP. BLOW OFF ASSEMBLY
D4
PROP. GATE VALVE
I
/
PROP. FIRE HYDRANT ASSEMBLY
ORIGINAL PLAN SIZE: 24" X 36"
WITH GATE VALVE
I
/
/
/
e9olo
/
g
�
vol,
gggi,
470
460
450
440
430
420
1000+00 1001+00 1002.00 1003+00 1004+00 1005+00
STATION
50 25 0 50 5 2.5 0 5
SCALE: 1INCH =50 FEET FUTURE GREENWAY PROFILE VIEW SCALE: 1 INCH =5 FEET
HORIZONTAL SCALE STA 1000+00 TO END VERTICAL SCALE
I
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
LEGEND
NOTES
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
EX. PROPERTY LINE
-----------
- -
INCHES, WITH WATER BEING ABOVE THE SEWER.
EX. RIGHT-OF-WAY
EX ADJACENT OWNERS
EX. EASEMENT
A'r'
Z �zJ¢Y�\` • �'
—
-
-450'-
DO NOT USE FOR CONSTRUCTION
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARY STANDARDS AND SPECIFICATIONS.
EX. STREAM
6. ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
SCALE'. 1 INCH= 50 FEET
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
EX. STREAM BUFFER
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
.....
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
EX. SOIL UNE
REVISION HISTORY
EX. CHAIN LINK FENCE
—OHW—OHW—
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
'.
EX. SANITARY SEWER
EX. OVERHEAD ELECTRIC LINE
REV DESCRIPTION DATE
#
I 1I
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
EX. WATER LINE
BEEN GIVEN.
— G G — EX. GAS LINE
— C
—
C —
EX. COMMUNICATIONS LINE
THEN THE CONTRACTOR SHALL INSTALL 45° BENDS PER TOWN OF
-"-
-
EX. STORM SEWER
CORBINTONCOMMONSAT
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT
- -
EXTENT.
PROP. RIGHT -OF -WAV
9, THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ARTHUR PIERCE RD
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
CARY, NC
PROP. LOT LINES
-----------
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
y
PROP. EASEMENT/BUFFER
f it
0 PROP. FENCE
----- IN
---- -
W -
- PROP. WATER LINE
—SS
_ss
PROP. SANITARY SEWER
DESIGNED BY: FLM
APPROVED BY: FLM
PROP. STORM SEWER
PROJECT NO.: 18021
FUTURE GREENWAY PLAN &
450
PROP. MAJOR CONTOUR (51
PROP. MINOR CONTOUR (1')
—� —>• —>• —>. — PROP. TREE PROTECTION FENCE
•
PROP. BLOW OFF ASSEMBLY
D4
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
ORIGINAL PLAN SIZE: 24" X 36"
WITH GATE VALVE
NOTES
1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE
IS 18 INCHES.
2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18
INCHES, WITH WATER BEING ABOVE THE SEWER.
ISSUED FOR
3, MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE
IS 18 INCHES.
PERMITTING
DO NOT USE FOR CONSTRUCTION
4. SEE UTILITY PLAN, SHEET C3.0 FOR WATER APPURTENANCES.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF CARY STANDARDS AND SPECIFICATIONS.
50 25 0 50
6. ALL DIMENSIONS AND GRADES ON THIS PLAN SHALL BE FIELD
SCALE'. 1 INCH= 50 FEET
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
SCALE ADJUSTMENT
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING AND DURING
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO
THIS RAR IS 1 INCH IN LENGTH
ON ORIGINAL OR-ING
EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
a
ANY WORK DONE DUE TO DIMENSION OR GRADES SHOWN
I 1I
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
IF IT IS NOT i INCH
BEEN GIVEN.
N
ON THIS
SIIEFT. AO.wST YOUR S—
AGCOROINGLY
7. IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT
DEVELOPMENT PLANS
EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATER LINE,
THEN THE CONTRACTOR SHALL INSTALL 45° BENDS PER TOWN OF
9 -DP-####
CARY STANDARD DETAIL 06000.13.
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BEA
CORBINTONCOMMONSAT
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT
EXTENT.
KILDARE
9, THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ARTHUR PIERCE RD
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING
CARY, NC
WORK.
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
y
WHEN OPERATING AROUND EXISTING UTILITIES-
f it
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
blue heW
REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
DATE: 12-062018
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 18021
FUTURE GREENWAY PLAN &
PROFILE
C6.6
SHEET 20 OF 29

HOGARTH
LEGEND 70'PUBLICDE sa'
EX. PROPERTY LINE \
EX. RIGHT -OF -WAV \ KILDAIRE CROSSING \
PROP. 30'
EX. ADJACENT OWNERS �BM 20171 PAGE �70&11713 \ GREENWAY // // \\
----------- EX. EASEMENT \ ESMT. // \ SUBDIROM
VISION
PHASE PAGE 818-823 ENGINEERING
— EX. STREAM BUFFER 20
--- EX. WATER LINE
/ / EX STREAM \ EX 100' NEUSE RIVER POST OFFICE BOX 91727
.,. EX. SANITARY SEWER \ i / // (Typ) \ RIPARIAN BUFFER MEASURED RALEIGH, NORTH CAROLINA 27675
EX. STORM SEWER \ \ \, \ \ ` / / FROM TOP OF BANK (TYP.) PHONE: [phone]
PROP. RIGHT -OF -WAV / FIRM NC LICENSE NUMBER C-4222
PROP5' CONCRETE
\• \ / PROP. RETAINING
/ / WALLRW DOZIER WAY /
. LOT LINES PROP. / �
- - - - - - - PROP. EASEMENT/BUFFER \ \ \\ SIDEWALK (TVP.) / �, (BY OTHERS)
----
nt
50' PUBLIC R/W
0 PROP. FENCE PROP. TYPE A PERIMETER 30 � / PROP. STORMWATER CONTROL
PROP. WATER LINE BUFFER (MIN 30% AVERAGED \ \ q' - MEASURE IN VARIABLE WIDTH - a,.•^"""""a,,
EQUIRED WIDTH)\ / / DRAINAGE ESMT
—SS —SS PROP. SANITARY SEWERZ-
PROP .STORM SEWER / 12 1 \ // /� L -y WETLAND +' tet/ '/ ♦ / / �I� _`¢ W:
/ N / (TYP) + PROP. 4' -TALL BLACK Z 4i
\ N / VINYL COATEDCHAIN
—* —>• —>. —t — PROP. TREE PROTECTION FENCE � / /
PROP.AREA Tn oF- // i6 /j \ �\ / / LINK FENCE
M PER nI^-- /7/
KILDAIRE CROSSING \\ /// `1 ^ / •/ / �� I �V� KILDAIRE CROSSING ''TM'•'•
PF I r E A BUFFER SUBDIVISION. PHASE / /\ \ // 15 \ (11 '� ---..6LL //' / \ � "A""
i SUBDIVISION, PHASE 3
B.M. 2019, PAGE 1382-1388 // \ \/j / !+� PROP. RETAINING / ,� • // \ B.M. 2017. PAGE 61&623
/ \I \ I .. WALL ERS) / I�
� \ I iJ' 1 � / (BV OTHERS)
/ \ \ REVISION HISTORY
1 \ I PROP. SIGHT
PROP. RETAINING + / 5y / EIII NT \ / DESCRIPTION DATE BY
/ / / / \ REV
WALLRW-2 • ( / i \\ \ / k
(BV OTHERS)
/ / 1 • / % PROP. SIGHT 14 (\ I PRO GREEN�W,AV r 30
\\ /y'2 \ O / '
_ ' • I / / DISTANCE `\ I 13 EASEMENT
EASEMENT I
/ 11 1�/i //• 24
\ / I PROP 10'STREET-SIDETRAIL
PROP. 50' TYPE A \ / N I ' \ �( \ A !
STREETSCAPE(TYP. / \ / 12 / \
\( �� O // y I \ PROP. 30' TYPE A \ +
ALONG ARTHUR � \ \ / .F �- STREETSCAPE (TVP.
PIERCE RD.) /'\ BOTH SIDES OF ROAD 1 29 \ /J ^ \ 18 /
_ � I /7 \ It1
Ail \ J \
HILCREST
23 9°g SIF (21.8%)OF SUBDIVISION, PHASE 2`
7�CO / \ / \ CHAMPION TREE B.M. 1995, PAGE 1688
PROPERTY TO BE
49 \\/ / \ \ \\ moi\\DISTURBED /
PROP. RETAINING \ ♦ \
/ •t 7 1 // ` WALLRW-5 \ �\ ii'�\ \ \ \ ORIGINAL PLAN SIZE: 24"%36"
(BV OTHERS)-/ \i'// \ ♦ \
(1 PER 2 -UNIT
BLDG) CRAP I \ qO I L _ _ - _ - - - •
MECHANICAL UNIT SHALL BE SCREENED \ / / 5
MYRTLE FROM VIEW OF STREETS AND ADJACENT ^ I S 1
Y ISSUED FOR
(3 PER UNIT) DWARF RED PROPERTY', THE SCREEN SHALL EXCEED \ \w,. / / • / 6U / 3 \1 1 _ _ J I 45 1 1 \ \ LINDA W CLARK \ \
TWIG DOGWOOD THE HEIGHT T THEEQUIPMENT AND q, / a / / 59 O // / \\ I - II II I J2 \\ P/N#0760.01(-38- 972
SHALL NOT INTERFERE WITH THE \I - --- _
(8 PER UNIT) ENCORE EQUIPMENT OPERATION (TYP)-
AZALEA
� r(1 PER UNIT) TULIP \ \ - �I J1.41 OFC A PIONb) 57 / // 53 II II I I I O \\ I DG NPERMITTING
OR CONSTRUCTION
POPLAR I OF CHAMPION / ® / 1 1 44 I 33 \
T
(10 PER UNIT) SOFT
TOUCH HOLLY
REE9CRZ TO/ / \
DISTURBED / 55 / I I I ---_-_- -------
PROP. I -- _ - - _I ---- \
// \,WALL RETAINING -\ / I /-----_--I--- TREE FOR RV � �\ 80 30 0 60
N' 1 I WALL RR\ET$AINING _ _ _ SCALE. 1 INCH = 60 FEET
/ \ 5 7 OTHERS) 50 J PARKING LOT LAN SCAP NG _ + ) N SCALE ADJUSTMENT
(BV OTHERS
/ \\ PROP. 5,760 SF PROP. ING31 S SF --- _ _-
� GATHERING SPACE \ '� _GATHERING SPACE - I I 35 /l THIS eM IS 11NCH IN LENGTH
EVERGREEN UNDERSTORY TREE: ` �` _ - - ' 43 \ \ \\ 3O III `q ON ORIGINAL DRnw NG
_ 4 I I
• FOSTER'S HOLLY - _ ` J) 1•
• SAVANNAH HOLLY \ \ EX. 50' GAS I
• NELLIE STEVENS HOLLY /PIPELINE IF IT'* NOT 1 INCH ON FH
• VAUPON HOLLY \\�' EASEMENT I \\ SET nccoaDwE
PIPELINE
\... i
\ DB. 7570,19
/ \ \
(3 PER UNIT)EMERALD UPPER -STORY TREE \ \ PAGE 27 I 42 // / / \ I�\`� \) 1 jam/ DEVELOPMENT PLANS
MAL
ARBORVITAE PLANTEDATAD-` ENSITVOF4 SEE IKIOSK ��q ) 19 -DP-####
G / \
TREES PER 100 LF VNTH 0' LIGHTININSET,
ET 1
MAXIMUM SPACINSHEC7.
G OF 30'
(6 PER UNIT) CARISSA HOLLY
BETWEEN TREES / / \ CORBINTON COMMONS AT
/
jig))• /
SEE LANDSCAPE PLAN FOR
PLANT TYPE AND QUANTITIES
(SPECIES VARY)
TYPICAL ATTACHED BUILDING LANDSCAPE PLAN
NO SCALE
CALL 48 HOURS BEFORE
YOU DIG
i
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
D X18 THIS DRAWING SHALL NOT BE REPRODUCE
D
LANDSCAPING CALCULATIONS \ '
i
\
KILDAIRE
PERIMETER
38 i
\ /
\
ARTHUR PIERCE RD
100. UPPER STORY EVERGREEN TREE:
BUFFER /40'TYPE At AVERAGING AND PLANTING
) 37
CARY, NC
CYPRE RS
TOTAL AREA OF REQUIRED 40 TYPE A PERIMETER
• BALD -WADE BUFFER =106,800 SF
• LITTLE GEM MAGNOLIA TOTAL AREA PROVIDED BY AVERAGED BUFFER (MIN. 30' -WIDE) = 110,223 SF ~ \ /
AVE
UPPER
EVERGREEN UNDERSTORY
STORY TREES REQUIRED= 3,605 LF OF NON -VEGETATED TYPE A BUFFER X 4 UPPER STORY
\
\
SEAN WOODY
TREE PLANTED AT A
TREES PER 100 LF = 144 UPPER STORY TREES
9
DB. 10567, PAGE 13161
L� `u'
i/iue h*W
DENSITY OF 14 TREES PER
100 LF WITH A MAXIMUM
EVERGREEN UNDERSTORY TREES REQUIRED =3,605 LF OF NON -VEGETATED TYPE A BUFFER X 14
RTy
vR/Q
P/N#0760.01-36-5901
SPACING OF 10' BETWEEN
EVERGREEN UNDERSTORY TREES PER 100 LF = 504 EVERGREEN UNDERSTORY TREES
\
TREES
SHRUBS REQUIRED 2,173 LF OF NON -VEGETATED TYPE A BUFFER GREATER THAN 30' -WIDE X IO
SHRUBS PER 100 LF = 217 SHRUBS REQUIRED
�is
n'
`
DATE: 12-06-2076
•
'r
SCALE: AS SHOWN
CHAMPION TREE REPLACEMENT
\
3�iSf e�/C \ \
DESIGNED BY. FLM
UPPER STORY DECIDUOUS TREE'
ALL CHAMPION TREES EXCEPT FOR TREES 9AND i81MPACTED BY PROPOSED ROADS AND REQUESTED
\
APPROVED BY: FLM
VARIES FRUITLESS SWEETGUM
FOR ADMINISTRATIVE REMOVAL
\��
PROJECT NO.: 18027
WILLOW OAK
TOTAL CALIPER INCHES OF REMOVED TREES = 579'
\ \2V'�`
• NUTTALL OAK
TOTAL CALIPER INCHES PROVIDED By 267 PROPOSED UPPER STORY TREES 6275'
\
NOTE: WHERE BUFFER WIDTH EXCEEDS SHRUBS (TRUE DWARF
\
LANDSCAPING & LIGHTING PLAN
BOXWOODS) SHALL BE PLANTED AT A DENISNISTV OF 10 SHRUBS PER 100 LF.
PARKING LOT LANDSCAPING
\ �
\
TYPE A BUFFER TYPICAL 100' SECTION
INSTALL 1 UPPER -STORY TREE FOR EVERY 7 PARKING SPACES
IY
\ \
SCALE: 1" = 20'
2 PARKING SPACES = 7 UPPER -STORY TREE REQUIRED
\
\ \
^
/V
.
29
SHEET 21 OFO

GENERAL LANDSCAPE NOTES
1. TREE PROTECTION FENCE SHALL SURROUND ALL EXISTING PLANTINGS AND
EXISTING BUFFER AREAS WHERE APPLICABLE AND SHALL BE MAINTAINED UNTIL ALL
SITE WORK IS COMPLETE. THE FENCE SHALL BE REMOVED PRIOR TO FINAL SITE
INSPECTION FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
2. WHERE EXISTING OR PROPOSED VEGETATION FAILS TO FUNCTION ADEQUATELY AS
REOUIRED, THE TOWN OF CARY SITE INSPECTOR RESERVES THE RIGHT TO
REOUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE
LANDSCAPE PLAN BASED ON ACTUAL FIELD CONDITIONS.
3. NO CHANGES TO ANY ASPECT OF THIS PLAN INCLUDING BUT NOT LIMITED TO
LANDSCAPING. GRADING, BUILDING ELEVATIONS (ESPECIALLY COLOR), LIGHTING.
OR UTILITIES WALL BE MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT
REVIEW COMMITTEE OF THE TOWN OF CARY.
4. ALL EXTERIOR SITE LIGHTING WILL BE DESIGN TO PREVENT OFF-SITE GLARE.
5. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OFA
CERTIFICATE OF OCCUPANCY (CO).
6. ALL MECHANICAL EQUIPMENT, WASTE DISPOSAL FACILITIES, AND VEHICULAR USE
AREAS SHALL BE SCREENED FROM PUBLIC NEW.
7. ALLABOVE-GROUND UTILITY EQUIPMENT AND FACILITIES ASSOCIATED WITH
ON-SITE ELECTRIC. TELEPHONE, GAS, CABLE, OR OTHER SIMILAR UTILITY SHALL BE
LOCATED IN THE SITE OR REAR YARD AREA OF THE SITE AND SHALL BE SCREENED
TO THE MAXIMUM EXTENT POSSIBLE WITH EVERGREEN SHRUBS. PLANTINGS SHALL
ALLOW FOR A MINIMUM 5' CLEARANCE AROUND THE STRUCTURE TO ALLOW FOR
ACCESS. PLANTINGS SHALL ALLOW FOR IO' OF CLEARANCE WHERE THIS A DOOR
OR LOCK THE AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE
PLANT MATERIAL AT MATURITY.
8, ALL RIP RAP PADS, DETENTION PONDS, AND OTHER STORMWATER RELATED
DEVICES SHALL BE SCREENED WATH EVERGREEN PLANTINGS TO REDUCE VISUAL
IMPACT FROM OFF-SITE.
9, NO TREE SHALL BE LOATED WITHIN A RIGHT-OF-WAY, WITHIN F OF ASIDEWALK, OR
WITHIN 10' OF A LIGHTING LOCATION.
10. ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED ANLA
STANDARDS AS SET FORTH N'AMERICAN STANDARD FOR NURSERY STOCK,' 2004
OR LATER EDITION.
11. ALL TREES AND SHRUBS SHALL BE FULL WELL -BRANCHED PLANTS THAT ARE
CHARACTERISTIC TO THE SPECIES.
12. ALLTREES TO BEA MINIMUM OF 2' CALIPERANDB'HEIGHTAT THE TIME OF
INSTALLATION.
13. NO FENCING SHALL BE PLACED WITHIN BUFFER AREAS UNLESS INSTALLED ATONE
TIME FOR THE ENTIRE LENGTH OF THE BUFFER OR STREETSCAPE. NEITHER
INDIVIDUAL LOT OWNERS NOR THE HOA SHALL INSTALL FENCES INA PIECEMEAL
FASHION. PRIOR TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE
SHALL BE SUBMITTED TO AND APPROVED BY THE TOWN OF CARY.
14. EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED AND/OR PROVIDED
WHERE REAR YARDS BACKUP TO ONE ANOTHER OR ARE VISIBLE FROM OTHER
REAR YARDS OR STREETS. THIS EXISTING AND/OR INSTALLED LANDSCAPE SHALL
MEET OR EXCEED THE PLANTING CRITERIA FOR A TYPE'B' SEMI-OPAQUE BUFFER.
15. PLANT MATERIAL LOCATED WITHIN A REQUIRED SIGHT DISTANCE MAINTENANCE
EASEMENT SHALL BE MAINTAINED AT A HEIGHT LESS THAN 24' OR LIMBED UP TO A
MINIMUM HEIGHT OF 6,
16. UPON ESTABLISHMENT OF FINISHED GRADES AND PRIOR TO BEGINNING
INSTALLATION OF ANY TREES, A SOIL AMENDMENT SCHEDULE FOR ALL TREE
PLANTINGS SHALL BE PREPARED BY A LICENSED LANDSCAPE ARCHITECT AND
PROVIDED TO THE TOWN OF CARY PLANNING DEPARTMENT.
17, PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO), A CERTIFIED
STATEMENT SHALL BE PROVIDED TO THE TOWN OF CARY SITE INSPECTOR
ATTESTING TO THE FACT THAT THE SOIL AMENDMENT SCHEDULE WAS FOLLOWED
AS SPECIFIED IN THE APPROVED SITE AND/OR SUBDIVISION PLAN. THISSTATEMENT
SHALL BE CERTIFIED BY A LICENSED LANDSCAPE ARCHITECT, CERTIFIED ARBORIST,
OR OTHER SPECIALIST AS DETERMINED ACCEPTABLE BY THE PLANNING DIRECTOR.
18, NO TREE SHALL BE WITHIN A ROADWAY RIGHT-OF-WAY, WITHIN FIVE FEET OF A
SIDEWALK, OR WITHIN TWENTY FEET OF A LIGHTING LOCATION.
19. THE SIZE OF THE PLANTING AREA AND OF PLANT MATERIAL AT MATURITY SHALL
ALLOW FOR ATWO AND ONE-HALF FEET WIDE BUMPER OVERHANG MEASURED
FROM THE BACK OF CURB,
20. ALL SHRUBS INSTALLED AS VEHICULAR USE SCREENING WILL BE MAINTAINED ASA
CONTINUOUS HEDGE AT A MINIMUM HEIGHT OF 36 INCHES.
21. ALL IRRIGATION SYSTEM PLANS ARE SUBMITTED THROUGH THE BUILDING PERMIT
PROCESS ANDARE EVALUATED SEPARATELY FROM AND IN ADDITION TO
DEVELOPMENT PLAN AND BUILDING PLAN REVIEWS.
22. REFOREST ALL PORTIONS OF SITE SUBJECT TO TRANSITIONAL PERIMETER GRADING
AND OTHER SIMILAR AREAS WITH LOBLOLLY PINE (PINUS TAEDA) SEEDLINGS
INSTALLED ON A STAGGERED GRID WITH A SPACING OF 10 FEET WITHIN A ROW AND
15 FEET BETWEEN ROWS.
23. ALL CANOPY TREES SHALL BE PLANTED AT LEAST 10 FROM HARDSCAPE SURFACES.
CALL 48 HOURS BEFORE
YOU DIG
S
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
B 2016 THM DRAWING SHALL NOT M F
PMT W NHOUT WRRTEN PERMEBpN
LANDSCAPE MAINTENANCE NOTES
THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS, OR ASSIGNS
SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION, AND
MAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN ON
THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL
MAINTENANCE OF THE VEGETATION TO INCLUDE BUT NOT BE LIMITED TO:
LAWN AREA
1. THE LAWN AREA WILL BE MOWED AS NEEDED TO PROVIDE A NEAT AND
UNIFORM FINISHED LAWN.
2. FOR AREAS INACCESSIBLE TO MOWERS, A STRING TRIMMER WILL BE
USED TO CUT GRASS TO SAME HEIGHT AS MOWER.
3. CURB, SIDEWALK AND BED EDGES WILL BE MECHANICALLY EDGED AS
NEEDED TO PROVIDE A NEAT AND UNIFORM APPEARANCE.
4. ALL DEBRIS WILL EB REMOVED FROM NRF PRIOR TO MOWING AND
FROM TURF AND PAVEMENT AREAS FOLLOWING EDGING.
5. THE ENTIRE LAWN WILL BE CORE AERIFIED IN THE FALL.
6, SEEDING AND FERTILIZATION WILL BE PERFORMED IN CONJUNCTION
WITH AERIFICATION,
7. THE LAWN AREAWILL BE OVERSEEDEDWTH HYBRID FESCUE BLEND
(IF DEVELOPER CHOOSES AFESCUE VARIETY TURF DURING INITIAL
INSTALLATION) AT A RATE OF 75 POUNDS PER ACRE.
8, THE TURF WILL BE FERTI UZED THREE TIMES DURING THE YEAR
(MARCH, SEPTEMBER, AND NOVEMBER). A SLOW RELEASE NITROGEN
PRODUCT WILL BE USED AT A RATE OF 1-2 POUNDS OF NITROGEN PER
100 SQUARE FEET.
9. A PRE -EMERGENT CRABGRASS CONTROL WILL BE APPLIED TO THE
LAWN WHEN THE SOIL TEMPERATURES REACH 48'.
PLANT BEDS AND SMALL ORNAMENTAL TREES
1. ALL PLANT BEDS WILL BE SPRAYED AND WEEDED BY HAND TO
MAINTAIN THEM FREE OF WEEDS AT ALL TIMES.
2. TREE AND SHRUB FERTILIZERS SHALL ONLY BE APPLIED AS
RECOMMENDED BY A SOIL SAMPLE ANALYSIS.
3. PRUNE ONLY DEAD, DAMAGED, AND/OR BROKEN BRANCHES AT
INSTALLATION. PRUNING AFTER THE FIRST YEAR SHALL FOLLOW ANSI
A3DO STANDARDS.
4. MULCH SHALL BE APPLIED TO A DEPTH OF T TO T AND SHALL NOT BE
PLACED WITHIN 3" FROM ANY TREE OR SHRUB ROOT CROWN. MULCH
TYPES TO BE SELECTED BY OWNER; HOWEVER, SHREDDED BARK OR
HARDWOOD MULCH SHALL BE USED AGAINST ALL BUILDING
FOUNDATIONS. ALL PLANT BEDS AND TREE SAUCERS SHALL BE
REFRESHED WITH NEW MULCH ANNUALLY.
5. FORMAL HEDGES WILL BE TRIMMED TO AN INVERTED V SHAPE TO
ENCOURAGE LOW LIMB STRUCTURE AND DENSE GROWTH.
6. PRE -EMERGENT WEED CONTROL SHALL BE APPLIED (IF NECESSARY) IN
FEBRUARY. CHEMICALS FOR INSECT AND DISEASE MAYBE APPLIED
FOR SPECIFIC PROBLEMS ONLY.
LEAVES AND NATURAL AREAS
1. ALL LEAVES WALL BE REMOVED FROM THE LAWN AREAS WEEKLY AND
FOUR TIMES A YEAR FROM THE PLANT BEDS.
2, NATURAL AREAS WILL BE MAINTAINED FREE OF BRUSH AND WEEDS
WITHIN THE FIRST 10 OF ANY NATURAL AREA.
FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS PLAN
MAV CONSTITUTE A VIOLATION OF LAND DEVELOPMENT ORDINANCE AND
MAY RESULT IN FINES.
NOTE: QUANTITIES MAY VARY PENDING TOWN OF CARY REVIEW, REQUIRED REAR YARD PLANTINGS, AND EXISTING
BUFFER VEGETATION.
N
O
O
{ w
/ 15-
PROP SITE LIGHTING ..
LUMINAIRE
MAIL KIOSK LIGHTING INSET
SCALE: 1-20'
20'
LUMINAIRE SCHEDULE
SYMBOL
PLANT LIST
Q
DAME ENERGY -LUX ACORN LED 1 (1)LE13 12 1
288
4.80 077 3]4
KEY I
SCIENTIFIC NAME
COMMON NAME
OWN.
PERCENT
CAL.
HT.
UPPER STORY
TREES
4. THIS IS A SITE LIGHTING CALCULATION PLAN ONLY AND DOES NOT
`' L��l
blue i�
PERMITTING
PROP. FOOT CANDLE ILLUMINATION
FAP
FRAANUS PEMJSYLVANICA TUMN PURPLE
AUTLMN PURPLE ASH
42
11%
2.S
12
QAL
QUERCUS ALBA
WHITE OAK
45
18%
2.S
1Z
LN
UROOENDRON TUUPIFERA
TLUPPORAR
20
8%
2T
12
UQUIWMBAR STYRAgFLW'ROTi,NOLOBA'
fRUTLESS SWEETGUM
24
10%
2T
12
QUERCUS PHELLDS
WILLOW OAK
24
1 U
21
12
QUERCUS TEXANA
NUTILL OAK
24
10%
2S
t2
CEORU.S DEODARA
MODAR CEDAR
24
10%
2 S
12
TAXODILIM gSTICHUA
BAJ3CYPRESS
24
10%
2S
t2
MAGNOLIA GRXNDFLDRA'UTTLE GEM
UTILE GEM MAGNOLIA
24
10%
2.S
12
TOTAL
251
ORNAMENTAL
TREES
W
LAGERSTROEMIAINDCA
CRAPE MYRTLE
10
100%
T
8
TOTAL
10
EVERGREEN UNDERSTORY
TREES
ILEX X ATTENUATA FOSTER'
FOBTERS HOLLY
128
25%
T
e'
ILEX X ATTENUATA --
-ANIHOLLY
126
25%
Y
8
ILEX X'NELUE R. SMilENT
NELLIE STEVENS HOLLY
126
25%
T
e'
ILEX VOMITORIA
YAWON HOLLY
126
25%
2'
8'
TOTAL
504
SMt1I83
CORNUS SERICEA'KELSEYI'
DWARF RED NAG DOGWWOD
80
8%
21
ILEXCRENATASOFTTOIJCH
SOFTTOUCHHOLLY
200
26%
21
ILEX CORNUTA
CARISSA HOLLY
120
15%
21
RHODODENDRON ENCORE
ENCOREAZALEA
120
15%
21
THUJA OCCIDENTAUS
EMERALDARBORVITAE
SO
8%
24'
"US SEMPERIRENS
TRUE DWARF BOXWOOD
217
28%
21
OTA
777
VBES
BIGONA CAPREOLATA
TANGERNESEAUTYCROSSVINE
1W
7
1GAL.
NOTE: QUANTITIES MAY VARY PENDING TOWN OF CARY REVIEW, REQUIRED REAR YARD PLANTINGS, AND EXISTING
BUFFER VEGETATION.
N
O
O
{ w
/ 15-
PROP SITE LIGHTING ..
LUMINAIRE
MAIL KIOSK LIGHTING INSET
SCALE: 1-20'
20'
LUMINAIRE SCHEDULE
SYMBOL
DESCRIPTION' I LAMP HEIGHT(FT)• QL1ANTiTY
Q
DAME ENERGY -LUX ACORN LED 1 (1)LE13 12 1
'APPROVED EOUALS ACCEPTED
"HEIGHT IS FROM BOTTOM OF BASE TO TOP OF FIXTURE
CALCULATION SUMMARY
EX. EASEMENT
PROP. RIGHT -OF -WAV
AVERAGE
MAX IN AVG4AIN
PARKINGAREA
288
4.80 077 3]4
Rm
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
_0: W
:2.
''•'XGVATH�`...
REVISION HISTORY
REV I DESCRIPTION I DATE I Y
LEGEND
-----------
- -
EX. EASEMENT
PROP. RIGHT -OF -WAV
ORIGINAL PLAN SIZE 24" X 36"
KILDAIRE
1. THE PARKING AREA SHALL HAVE AMINIMUM LIGHT LEVEL OF0.2FOOT
CANDLE AND A MAXIMUM AVG/MIN UNIFORMITY OF 4,
PROP. LOT LINES
2. THE MAXIMUM LIGHT LEVEL AT ANY PROPERTY LINE SHALL BE 0.5
-----------
PROP. EASEMENTIBUFFER
3. THE INTENT OF THIS DRAWING IS TO SHOW FOOT CANDLE LEVELS
PROP. FENCE
BASED ON FIXTURES SHOWN. LIGHT LEVELS MAY VARY BASED ON
---- W ----- W ---
_SS -SS
PROP. WATERLINE
PROP. SANITARY SEWER
ISSUED FOR
4. THIS IS A SITE LIGHTING CALCULATION PLAN ONLY AND DOES NOT
`' L��l
blue i�
PERMITTING
PROP. FOOT CANDLE ILLUMINATION
DO NOT USE FOR CONSTRUCTION
t]5
DATE' 12-06-2018
SCALE: ASSHOWN
20 10 0 20
SCALE. 1 INCH = 20 FEET
N SCALE ADJUSTMENT
TH6 BAR IS 1 11411 1" LENGTH
OR ORK4NAL DRAWING
S ITIS NOT t INCH ON THIS
SHEEP. ADJUST YOUR SCALE
ACCORONOLY
DEVELOPMENT PLANS
19 -DP #q##
LIGHTING NOTES
CORBINTON COMMONS AT
KILDAIRE
1. THE PARKING AREA SHALL HAVE AMINIMUM LIGHT LEVEL OF0.2FOOT
CANDLE AND A MAXIMUM AVG/MIN UNIFORMITY OF 4,
ARTHUR PIERCE RD
2. THE MAXIMUM LIGHT LEVEL AT ANY PROPERTY LINE SHALL BE 0.5
CARY, NC
MAINTAINED FOOT CANDLE.
3. THE INTENT OF THIS DRAWING IS TO SHOW FOOT CANDLE LEVELS
BASED ON FIXTURES SHOWN. LIGHT LEVELS MAY VARY BASED ON
ACTUAL FIXTURE INSTALLED.
4. THIS IS A SITE LIGHTING CALCULATION PLAN ONLY AND DOES NOT
`' L��l
blue i�
PROVIDE ELECTRICAL CONNECTIONS FOR FIXTURES SHOWN. SITE
DEVELOPERS (OWNERS, BUILDERS, AND GENERAL CONTRACTORS)
ARE RESPONSIBLE FOR COORDINATING WITH BUILDING ELECTRICAL
CONTRACTOR OR POWER COMPANY FOR POWER CONNECTIONS FOR
DATE' 12-06-2018
SCALE: ASSHOWN
ALL FIXTURES.
5. ALL SITE LIGHTING SHALL CONFORM TO THE REQUIREMENTS OF THE
DESIGNED BY: FLM
APPROVED BY: FLM
TOWN OF CARY LDO.
6, LIGHT POLES SHALL BE BLACK FIBERGLASS AND FIXTURES SHALL BE
PROJECT NO.: 18021
BLACK AND AS NOTED IN THE LUMINAIRE SCHEDULE.
LANDSCAPING & LIGHTING PLAN
C7.1
SHEET 22 OF 29

0
STRIPING NOTES LEGEND
HOGARTH DRIVE \ //
1. ALL MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED IN EX. PROPERTY LINE \ 70'PUBLIC RNV
ACCORDANCE W9TH MUTCD STANDARDS INCLUDING COLOR,
LETTER HEIGHT, AND LETTER CASE OF THE STREET NAME — — EX. RIGHT -OF -WAV
SIGNS. — — EX. ADJACENT OWNERS
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ----------- EX. EASEMENT
3. ANY EXISTING PAVEMENT STRIPING THAT IS IN CONFLICT — EX. STREAM \ / / \ FLM/
WITH THE PROPOSED STRIPING SHOWN ON THIS PLAN SHALL — — — — EX. STREAM BUFFER ENGINEERING
BE REMOVED. — — PROP. RIGHT -OF -WAV \ / / /
PROP. LOT LINES \ \ \ \ //
27
STREET SIGN NOTES / / \ / POS, NORTH CAROLIBOX NA
----------- PROP. EASEMENT/BUFFER \ ��� // / \� RALEIGH, NORTH CAROLINA 27675
y` /
O PROP. FENCE \ \ / / PHONE:
1. A SAMPLE STREET NAME SIGN SHALL BE SUBMITTED TO � / / FIRM NC LICENSESE NUMBER NUMBER C-0222
TOWN STAFF FOR COMPLIANCE WITH MUTCD. ACCEPTANCE�,�
OF ROADWAYS OR ISSUANCE OF THE CERTIFICATE OF \ j / T // DOZIER WAY /
OCCUPANCY WILL NOT BE PROVIDED UNLESS THE STREET \ / / 50' PUBLIC RM/
NAME SIGNS ARE APPROVED.
PROP. 24" X 30"
30 MPH SPEED
LIMIT S=ID)
16
PROP. 24" X 30"
25 MPH SPEED
REVISION HISTORY
LIMIT SIGN (R2-1) /
\\ \ / R'IV DESCRIPTION DATE BY
PROP. STANDARD ( / STOP SIGN 30 7-1)
6' -WIDE CROSSWALK (R
PROP. 24" WHITE
STOP BARv
23
PROP. STANDARD
CROSSWALK
PROP.
24"
O24"TE
STOP BAR
WHI
PROP. 30"X30"
4\� i
O / STOP SIGN (R1-1)
PROP. 30"X30"
PROP. 24" WHITE
STOP BAR
\ PROP. 10' HIGH -VIS
ORIGINAL PLAN SIZE' 24" X 36"
\ \ GREENWAY CROSSWALK ^ / PROP. 3(9'X 30"
\PROP \. / / / / STOP SIGN(R7-i)
STO
. 24" WHITEPBAR Q / \
\
PROP. X 30" / / / MPH SPEED
\ \ STOP SIGNN LI (Ri-1) / / LIMIT SIGN(R2-1)
\ � / / ® / \ I � 45 1 I I-- •\ \
\ / L PROP STANDARD 32 \ ISSUED FOR
59 PROP. 24" WHITE 1
6' -WIDE CROSSWALK
♦
PROP. 24"XSPE30" ee STOP BAR i - "'' PERMITTING
\ EED
LI MPHGN(R2
- LIMIT SIGN (R2 -i) / / 57 / / I I I y
PROP. 10' HIGH -VIS /� \ / 59 ® I 33 / \ DO NOT USE FOR CONSTRUCTION
GREENWAY CROSSWALK / ® / — — I I I
55
60 30 0 60
--- / 54 / ---- ------ V \ -----
/ — J SCALE1 INCH = 60 FEET
\ — \ — — —
_ , \ \ N SCALE ADJUSTMENT
\ ------ I-- \ \ \ I I 35 THISS4RI511NCHINLENGRI
\ — — — — — ��— 34 I ON oR1G1unL oaAwwG
-- SHE TC 2.0 SK FOR
ON 43 \ \\\ I.-. I I
SHEET C2.0 FOR STRIPING \ \ — I T1
AND SIGNAGE ASSOCIATEDI \ / � I \
��\ \ 1E 1T 1s uoTTlxcN ON TH1sGRL
\ \ WITH MAIL KIOSK I \
\ \ / \y \ SHEET. RD.IUSTYOURSE
NGCORDINGLY
DEVELOPMENT PLANS
\ \ \ 19 -DP ####
/
CORBINTON COMMONS AT
/ PROP. 24" X 39' \ / /
25 MPH SPEED KILDAIRE
q
LIMIT SIGN (R2-1) / \ ARTHUR PIERCE RD
1
37 38 L PROP. TEMP. CARP, NC.
BARRICADE PER
/.ips/ 19-1/c\ \ \\ TOC STANDARD
q„ _ ` DRAWING 3000.25
DATE: 12-06-2018
SCALE: ASSHOWN
DESIGNED BY: FLM
\ \ APPROVED 8V: FLM
CALL 48 HOURS BEFORE
PROJECT NO.: 1 18021
YOU DIG
\
1
\ \
\
STRIPING & SIGNAGE PLAN
NORTH CAROLINA
\
\ \ \
ONE -CALL CENTER
\ \ \
C8.0
O
1-800-632-4949
\
�,,JJ .
THIS ORPWING S-NOT BE REPRODUCED IN WHOLE OR IN
0 o'"
SHEET 23 OF 29

LEGEND HOGARTH DRIVE
EX. PROPERTY LINE\ 70' PUBLIC R/W
PROP. PERMANENT ZONE BUFFER IMPACT
EX. RIGHT-OF-WAY K/LDAIRE CROSSING
EX. ADJACENT OWNERS PROP. PERMANENT ZONE II BUFFER IMPACT SUBDIVISION PHASE 2 X/ \
EX. CHANNEUSTREAM B.M. 2017, PAGE 1708-1713 \ / \
EX. CHANNEUSTREAM BUFFER PROP. TEMPORARY ZONE I BUFFER IMPACT \ \ \ ') /FLM
//' Y� \ \\\\\ K/LDA/RE CROSSING
�/ `SUBDIVISION PHASE
°, , B. M. 2017. PAGE 816823 ENGINEERING
EX RIGHTOFWAY OR
EX. SANITARY SEWER PROP. PERMANENT WETLAND IMPACT \ ` \ ; \ /- ((M ERED OR DEDICATION) EX. STREAM (TYP) / / \\\ i RIPARIAN BUFFER. MEASURED RALE'NEUSE RIVER IGH. NORTH BOX 9INA 27675
EX. WATER LINE PROP TEMPORARY ZONE 11 BUFFER IMPACT / HOGARTH DRIVE 2 1�
- -"- EX. STORM SEWER \ 1/ )
\PAG / - \�� / FROM TOP OF BANK(TYP) PHONE. [phone]
-450- - EX. MAJOR CONTOUR (5') �>, \ / // FIRM NC LICENSE NUMBER C-4222
EX. MINOR CONTOUR IT) PROP. TEMPORARY WETLAND IMPACT �t \ \ i / PROP. ZONE 1 BUFFER r'
PROP. RIGHT -OF -WAV
\_. C // IMPACT (1.725 SG FT.) DOZIER WAY
PROP. LOT LINES \ -� a � / - 5D' PUBLIC R/W/
----------- PROP. EASEMENT/BUFFER
o PROP. FENCE
— W _ W PROP. WATER LINE \ 1I / � \\ // • % r�\�-- ^� • ess ,. ESS 5'
_SS —SS PROP. SANITARY SEWER \ \ � . \` // /�."' EX. WETLAN j +.: � • II�r%�
PROP. STORM SEWER /� 16 (7YP
450 PROP. MAJOR CONTOUR (5) KILDARE CROSSING
PROP. MINOR CONTOUR (1') \ \ / I ' /' / • / SUBDIVISION, PHASE 3
KILDARE CROSSING / 4Cr PROP. TEMPORARY ZONE 1 J / i / B.M. 2017, PAGE 816823
PROP. TREE PROTECTION FENCE SUBDIVISION PHASE 1 15 , BUFFER IMPACT (889 SO. FT.) / s>ti
\ B.M. 2014, PAGE 1382-1386 E
11111\ /,.I �� of / ./ / •' i
PROP- ZONE 1 BUFFER , - / �/, /-60 /
EX
U}\ \ IMPACT (2,185 SO. FT)
• ' o . CONSTRUCTION
I1 ESMTS. FOR DOZIER
PROP. STORMWATER CONTROL \ DRIVE EXTENSION REVISION HISTORY
/ 5 / MEASURE IN VARIABLE WIDTH/ REV
\ \ DRAINAGE ESMT. \ \ / p DESCRIPTION DATE BY
1 _..
\ -1
/ 2 PROP. ZONE 2 BUFFER / i 24
PROP. WETLAND IMPACTS
(5,046 SO. 48 HILCREST
SUBDIVISION, PHASE
B.M. 1995. PAGE 1688
\ , 29
(41
50
PROP. RETAII
ING
WALLRWS / OO \\ \A ORIGINAL PLAN SIZE: 24.. X 36.E
y
(BYOTHERS)_/
as 1 \ WF
LINDA W. CLARK
s
32 D.B. 14E. PAGE 3851 ISSUED FOR
O ♦'
P/N# 0760.01-367972
� s
PERMITTING
53 \ II I _ ' 33 /. DO NOT USE FOR CONSTRUCTION
ns \
/ �6_ • \-`�� �-- -- �^� \ \ 1 / ,.'------------ SCALE: IINCH =80 FEET
alp /
r W I SCALE ADJUSTMENT
� T
_ N
\ \\ _ _ - -135 \\\ THIS 94R 111 INLH IN LENGRI
A °SO ._._ ON ORIGINAL DRAWING
a7S �.�- EX 50'GAS PIPELINE I- \\ \ I". -.. EASEMENT
I I
'`• \ D.B. 1570, PAGE 27 I \ \ - 11 IT 15 NOT I C. ON rNLs
i
i
E AL
ADJUST YOUR SG E
\ SN ET.
NOTES - �� : I az / \ e
ACCORDINGLY
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE M0558 PANCIERA P.C.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED BV CAROLINA \ _ ,�5� �� a1 4 CORBINT IL COMMONS AT
ECOSYSTEMS, INC AND LOCATED BY CAWTHORNE, MOSS 8 PANCIERA, PC.k' KILDAIRE
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
39 / \ & ARTHUR PIERCE RD
/SROF wF CARY, NC
4, ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH NCDEO STANDARDS. 1 / SEAN M. WOODY
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER R'7 AG - \ / / 37 D.B. 10567, PAGE 13161
WORKING CONDITIONS THROUGHOUT CONSTRUCTION \ `�OS� B�7C \ i)>\ ° / / 36 • PINN 0760,01-38-5901
5. CONTRACTOR SHALL RESTORE/ A STABILIZE ALL TEMPORARILY IMPACTED i
FEATURES WITH NATIVE VEGETATION VEGETATIOIO N.
blue ilew
CALL 48 HOURS BEFORE
YOU DIG
1
NORTH CAROLINA \\\ k \
ONE -CALL CENTER \ \ EX 1
1-800-632-4949
SHEET 1 OF1
oM118T 13 DRAWING SHALL NOTBE R—DUCED IN—OR IN
RART WITHOUT -N PERks[Nw OE. u FNGINFER -
IMPACT TABLE
O
�r
TEMPORARY (SO. FT.)
PERMANENT (SQ. FT.)
uZONE
BUFFER 889
3890
ZONE II BUFFER 0
880
zr
g a
WETLAND 0
5046
DATE:
\
NORTH CAROLINA \\\ k \
ONE -CALL CENTER \ \ EX 1
1-800-632-4949
SHEET 1 OF1
oM118T 13 DRAWING SHALL NOTBE R—DUCED IN—OR IN
RART WITHOUT -N PERks[Nw OE. u FNGINFER -
DATE:
\
\
0131-2019
= ACRE
PERMANENT BUFFER IMPACT =OMI
%
SCALE: ASSHOWN
ION)
ALLOWABLE BUFFERIMPACT (NO MITIGATION)=0.33 ACRE
IG
\\
\ \
/
DESIGNED BY: FLM
O.ICRE
3 REQUIRED
NO MITIGATION
NO MITIGATION REQUIRED
\\ -
\
APPROVED BY: FLM
PERMANENT WETLAND IMPACT =5,046 SF=0.116 ACRE
PROJECT NO.: 18021
ALLOWABLE WETLAND IMPACT (NO MITIGATION) = 0.10 ACRE
-
ACRE
EkAP4
4
MITI
MITIGATION REQUIRED FOR 0.015 ACRE
TIONREIUIRED
�
�
IMPACT EXHIBIT
NORTH CAROLINA \\\ k \
ONE -CALL CENTER \ \ EX 1
1-800-632-4949
SHEET 1 OF1
oM118T 13 DRAWING SHALL NOTBE R—DUCED IN—OR IN
RART WITHOUT -N PERks[Nw OE. u FNGINFER -