20171116 Ver 1_401 Application_20170917

L.ARO
INA
—`-NC Hwy 42 West; Clayton, NC 27520
Ei 1�'"►OL'*"V' "�'""EM 9 INC: P:919-359-1102–F:919-585-5570
7 ' r" "I September 1, 2017
G 1 %�
Mr. Andy Williams
Raleigh Regulatory Field Offices
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105 DEQ-WAT ES -U -S
Wake Forest, North Carolina 27587 401 & BUFFER PERMITTING
RE: Pre -Construction Notification: Nationwide Permit 29 & General Certification No. 4092
Mendenhall Subdivision
Wake County, North Carolina
Dear Mr. Williams;
Carolina Ecosystems, Inc., on behalf of Bost Homes and Bass, Nixon, Kennedy Engineers
(BNK), has prepared the attached pre -construction notification for the above referenced project
for a Clean Water Act Section 404 Nationwide Permit 29 and a Section 401 Water Quality
Certification No. 4092. The Destin subdivision project is a residential development consisting of
single family and retirement homes. Open space and adequate room for stormwater BMPs have
been reserved throughout the site to provide environmental protections and a high quality of life
for residents. The project will help to meet the growing demand for residences in the Triangle
and surrounding areas.
The attached PCN form provides information for your use in review of unavoidable impacts to
wetlands associated with the site. The US Army Corps of Engineers (USACE) Preliminary
Jurisdictional Determination visit occurred on September 3, 2015 during the period of coverage
of the (WotUS). None of the resources identified by CEI were changed, but two additions were
requested by USACE. Both were along Stream A (SA) and included a small area of wetland,
now within a proposed road crossing, and the addition of a WotUS-regulated ephemeral reach of
SA (now non jurisdictional).
Chatham County performed riparian buffer determinations on August 7, 2015. Subsequently, the
property was annexed by the Town of Cary, who now has jurisdiction over Jordan Lake Riparian
Buffers on the site. Only one buffer crossing is proposed, an approximately 25 -foot wide
perpendicular crossing of SA to accommodate an aerial sewer line crossing. No impact to the
stream will occur.
Project Description and Impacts
Vehicular access to the property will be provided via Barbee Road along Destination Drive. This
road would cross the central drainage at an ephemeral reach of Stream SA. This crossing would
avoid all stream and riparian buffer impacts, but would impact Wetland WD (405 square feet;
Impact Sheet 4). The terminus of Destination Drive would include a turnaround as per ToC
regulations, and impact Wetland WE (376 square feet; Impact Sheet 5).

Destin Subdivision Page 2 of 3
September 1, 2017
Journeys Rest Lane would extend northwest from Destination Drive to provide access to the
northern half of the development and would impact 3,734 square feet of Wetland C (Impact
Sheet 3).
Due to the property's location west of, and topographically isolated from, all existing Town of
Cary (ToC) sanitary sewers, a new pump station is required and will be located in the northwest
of the site at the western end of Journeys Rest Lane. A stormwater pond would be constructed
immediately south of the pump station and its berm would impact 2,504 square feet of Wetland
A (Impact Sheet 1).
Sanitary sewer lines serving the subdivision and carrying flows to the pump station would
require fill impacts to Wetland A (836 square feet; Impact Sheet 1), forested to herbaceous
conversion of 405 square feet of Wetland C (Impact Sheet 3), and riparian buffer impacts to
accommodate a perpendicular aerial crossing of SA (Impact Sheet 7). The maintenance corridor
for this crossing will be limited to 10 -feet in width.
The remaining impacts would be associated with lot development and impact 8,361 square feet
of wetlands A (Impact Sheet 1), B (Impact Sheet 2), C (Impact Sheet 3), and F (Impact Sheet 6).
Impacts to Wetlands A and B are not avoidable to make use of these lots. Several efforts to
minimize impacts to Wetland C, including adjusted lot lines and potential home footprints, were
investigated. However, none resulted in viable development options. The expense of the required
pump station and lost development area from protected buffers and champion trees make the
proposed impacts necessary to maintain project viability. The developer has included a statement
to this effect for your consideration.
A pond is located north of Lot 7. This feature was apparently an old farm pond that today exists
as a shallow pool behind a breached levee. To avoid impacts to this feature the building setbacks
were increased and a drainage connection will be installed, routing flows from this feature
around the development to the discharge point of wetpond 1.
Four standard riser -barrel sediment basins will be constructed and utilized through construction
of this project. Upon completion and stabilization of all areas draining to these basins, each will
be converted to a permanent wetpond designed to remove 90 percent total suspended sediment.
The Town of Cary is responsible for review and approval of erosion and sediment control and
stormwater plans for the project.
Impact Minimization
Construction vehicles will be provided with separate entrance and exit routes. The exit route will
be provided with a wash rack, broom and shovel, and pressurized water source. This area would
be graded away from public streets and toward sediment capture facilities (Sheet C5.5, Detail
04000.15).
No future phases are planned at this time. This project will require tree clearing in a county
known to the USFWS to contain Norther Long-eared bats. A Tier 1 search of the NC Natural
Heritage Data Explorer found no records of federally protected species on or near the project.
Their report is attached.

Destin Subdivision Page 3 of 3
September 1, 2017
The preceding information, along with the enclosed Pre -Construction Notification form, Vicinity
map, USGS map, Jurisdictional Features map, wetland impact drawings, and preliminary
construction plans are being submitted for your review of this project.
Sincerely,
Carolina Ecosystems, Inc.
Chris Hopper
Senior Environmental Scientist
cc: Karen Higgins, NCDWR, 401 & Buffer Permitting Unit
Attachments:
- Pre -Construction Notification Form
- Agent Authorization Form
- Developer Statement of Need
- NC Natural Heritage Program Search Report NCNHDE-3285
- Figures
o Project Vicinity
o USGS Map
o NRCS Map
o Aerial Photograph
- Impact Figures
- Mitigation Bank Credit Availability Letter
- Destin Subdivision Construction Drawings

VYAZt,
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
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X 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 — Express ❑X 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.
Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Destin Subdivision
2b.
County:
Chatham County
2c.
Nearest municipality / town:
Cary
2d.
Subdivision name:
Destin Subdivision
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Rickey Edwards & Rickey G Edwards Limited Partnership
3b.
3c.
Deed Book and Page No.
Responsible Party (for LLC if
applicable):
RB Family Properties, LLC
iJ
3d.
Street address:
1941 Evans Road
r ?
3e.
3f.
City, state, zip:
Telephone no.:
Cary, NC 27518
[phone]
401 & BUFFER PERMITTING
3g.
Fax no.:
3h.
Email address:
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: Developer
4b. Name:
Rex Bost
4c. Business name
(if applicable):
Bost Custom Homes
4d. Street address:
1941 Evans Road
4e. City, state, zip:
Cary, North Carolina 27513
4f. Telephone no.:
919-460-1983
4g. Fax no.:
919-460-1986
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 Hwy 42 W
5d. City, state, zip:
Clayton, NC 27520
5e. Telephone no.:
[phone]
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):
80452, 80767, 80768
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.794102 Longitude: -78.944118
1 c. Property size:
35.7 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Lick Creek (16-41-2.5-(1))
2b. Water Quality Classification of nearest receiving water:
WS-IV;NSW
2c. River basin:
Cape Fear
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 is currently forested. The surrounding areas are primarily forested with agricultural fields and intermittent residential development.
3b. List the total estimated acreage of all existing wetlands on the property: 0.69
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,753
3d. Explain the purpose of the proposed project:
This project will provide single family and retirement housing to meet the growing demand in the Triangle and surrounding areas.
3e. Describe the overall project in detail, including the type of equipment to be used:
*'See cover letter
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?
0 Yes ❑ No ❑ unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑X Preliminary El 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.
Corps jurisdictional determination was made by Andrew Williams on September 3, 2015.
Buffers called by Stewart Pickens, Chatham County on August 7, 2015.
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 ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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
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)
—Temporary
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
"'See attached Table C2
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 individually 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 P
PA
Drainage
Pond
0.0004
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
0.0004
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
Choose 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?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑X Other:Jordan
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
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
Aerial Sewer Construction
LIT Lick Branch (Stream SA)
No
1568
1051
B2
Yes/No
B3
Yes/No
B4 -
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
1568
1051
61. Comments: Impact figure 7. Once complete, the maintained corridor will be limited to 10 feet in width.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Only one stream crossing (an aerial sewerline) is proposed. Roadway impacts across drainages utilize non-stream segments. Erosion control and
tree fencing will be installed prior to earthwork. Stormwater wetponds will remove 90% total suspended sediment. Construction exit will be provided
with a wash rack, broom and shovel, and pressurized water source. See cover letter for additional detail.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best management practices and sedimentation and erosion control methods will be used during all construction techniques. No equipment refueling
or maintenance activities will occur adjacent to jurisdictional areas. All temporary impacts to jurisdictional wetlands during construction activities will
be returned to preconstruction contours and seeded in a timely manner for stabilization.
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?
❑Q Mitigation bank
Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Cripple Creek Stream & Wetland Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type: Non-riparian wetland
Type: Choose one
Type: Choose one
Quantity: 0.157
Quantity:
Quantity:
3c. Comments:
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:
0.602 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
El Yes ❑X 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
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
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).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑x 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.
Wetponds designed to remove 90% TSS
❑X Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
25%
2b. Does this project require a Stormwater Management Plan?
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:
Wetponds are proposed across the site and will be designed to remove 90 percent total suspended sediment. Details provided on Construction
Drawings, attached, sheets C3.4 and C3.5.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Town of Cary
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Town of Cary
❑ Phase II
❑X 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
❑Coastal 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)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
Q 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
❑ 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
❑X 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.
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.
force by the Town Cary
Wastewater generated from the proposed project will be collected by gravity sewer, main and pump stations and treated
of
wastewater facilities.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. 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 ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS website helps://www.fws.gov/raleigh/species/cntylist/wake.html. NC Natural Heritage Program GIS data updated January 2017.
S. 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?
NOAA EFH Mapper
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 ❑X 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?
HPOWEB Map Service http://gis.nodcr.gov/hpoweb/. National Register of Historic Places http:/twww.nps.gov/nr/research/.
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?
Chatham County GIS floodplain mapping, North Carolina Floodplain Mapping Program http:/twww.ncfloodmaps.com/
1
III
I r\Q C, 1
Applicant/Agent's Printed Name
Date
v Appll t/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Destin Subdivision Wetland Impacts August 2017
2a. Wetland Impact Designation
2b.
2c.
2d.
2e.
2f.
PCN
Impact
Number
Feature
Name on
Plan Sheet
On
Impact
Sheet
Feature Permanent
Name (P) or
(PJD) Temporary
Type of Impact
Type of Wetland
Forested
(Yes/No)
Type of Jurisdiction
Corps (404,10) or
DWQ (401, other)
Area of Impact
(acres)
W I
WA
1
WE P
Stormwater berm and
outfall
PFO
Yes
404
0.011
W2
WA
1
WE P
Utility
PFO
Yes
404
0.065
W3
WA
1
WE P
Lot
PFO
Yes
404
0.031
W4
WB
2
WG P
Lot
PFO
Yes
404
0.058
W5
WB
2
WG P
Roadway
PFO
Yes
404
0.01
W6
WC
3
WF P
Utility
PFO
Yes
404
0.009
W7
WC
3
WF P
Lot
PFO
Yes
404
0.060
W8
WC
3
WF P
Roadway
PFO
Yes
404
0.086
W9
WD
4
*WD P
Roadway
PFO
Yes
404
0.009
W10
WE
5
WI P
Roadway
PFO
Yes
404
0.009
W11
WF
6
WH P
Lot
PFO
Yes
404
0.032
0.380
* Wetland added during JD Site visit

CAROUNi,A 3040 NC Hwy 42 West; Clayton, NC 27520
EcosysTEms, [NC. P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description Intersection of Barbee and Lewter Shop roads, three tracts
Parcel Identification
Number(s) (PIN) Chatham County PINS: 80452, 80767, and 80768
City: Unincorporated State: NC County: Chatham Property Size (Acres): 35.71
Property Owner Information
Owner: S Authorized Agent*: ❑
Name: Ricky G. Edwards
Title:
Street Address: 1236 Upchurch Meadow Road
City: Cary State: NC Zip Code: 27519
*Written proof of authorization from owner required.
Authorization
I, 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 Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) 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 streams 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)i � - Z Datee vC d

Rex A. Bost
RB Family Partners
Re: Sub -division submitted to Town of Cary as Destin at the corner of Barbee Rd. and lewter
Shop Road, Chatham County; Project No. 17 -DP -0726
To whom it may concern,
I purchased the 36 -acre tract with hopes of developing into quality home sites for custom
homes but once buffers and champion trees were identified we were left with a little more
than half of the land available for development. Without the ability to buy down to small
portions of wetlands identified we will not be able to run streets between buffers and create
enough home sites for the neighborhood to be viable. We have had to reduce our lot sizes
down to the minimal size allowed to have a chance to cover our costs.
I appreciate your consideration in this matter,
f7
Rex A. Bost, Owner.

Natural and
Cultural Resources
April 19, 2017
Christopher Hopper
Carolina Ecosystems Inc
3040 NC Hwy 42 W.
Clayton, NC 27520
RE: Project
Dear Christopher Hopper:
ROY COOPER
Gmwnvr
StipSIH.HA- MTON
NCNHDE-3360
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butler ncdcr.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
_7. '^Not trig Compares---.....
State of NortF Casuima l; Gepartrnent 0 Natural and t ulturak Reaourmi I Natural Heritage `xzcgram,
123 '.ur m Street J Raleio, NC 2760
x553 #tai: Service Center j Raieibh, € C 27593-1
suwwricnhff.arg 3 919-.10:7-5523.7

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Project
April 19, 2017
NCNHDE-3360
Element Occurrences Documented Within a One -mile Radius of the Proiect Area
Definitions and an explanation of status designations and codes can be found at httpsllncnhde.naturesewe.orglcontent/helo. Data query generated on April 19, 2017; source: NCNHP, Q1 January 2017. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-3360: Project
Apnl 19, 2017
Project Boundary
suffered Project Boundary
E] Managed Area (MAREA)
Page 3 of 3
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Statement of Mitigation Credit Availability
Cripple Creek Stream & Wetland Mitigation Bank
August 31, 2017
Mr. Andy Williams
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Availability of Compensatory Wetland Mitigation Credits
Project: Destin Subdivision
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that .157 NON -Riparian Wetland
Mitigation Credits (Credits) from the Cripple Creek Stream & Wetland Mitigation Bank (Bank) are currently
available and all or a portion may be used, once transferred, for compensatory mitigation relative to the Destin
Subdivision project, and as proposed by Bost Custom Homes (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 Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US
Army Corps (USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USACE
with an updated copy of the Bank's Ledger, reflecting the transaction. 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,
Tiffani Bylow
Restoration Systems, LLC

VIE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF CARY STANDARDS AND SPECIFICATIONS
CONSTRUCTION NOTES
DESTIN
BARBEE ROAD AT LEWTER SHOP ROAD
TOWN OF CARY, CHATHAM COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
TOWN OF CARY PROJECT NO.
17 -DP -0726
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A TRAFFIC ALERT ISSUED BY THE TOWN IS
REQUIRED FOR THIS PROJECT FOR
CONSTRUCTION ACTIVITIES THAT ARE GOING
TO BE CONDUCTED WITHIN THE PUBLIC
RIGHT -0F -WAY. THE CONTRACTOR SHALL
PROPERLY FILL OUT A TOWN OF CARY PUBLIC
INFORMATION FORM AND SUBMIT IT TO THE
FIELD SERVICES INSPECTOR AT LEAST FIVE (5)
BUSINESS DAYS PRIOR TO CONSTRUCTION
ACTIVITIES BEGINNING WITHIN THE
RIGHT -0F -WAV. THE FIELD SERVICES
INSPECTOR WILL FORWARD THIS FORM TO
PIO SO THAT A TRAFFIC ALERT CAN BE
ISSUED IN ADVANCE OF THE CONSTRUCTION.
THESE PLANS ARE IN ACCORDANCE WITH THE
SPECIFICATIONS AND DETAILS APPROVED BY
TOWN COUNCIL ON JANUARY 5, 2017
OWNER:
RB FAMILY PROPERTIES, LLC
1941 EVANS ROAD
CARY, NC 27518
DEVELOPER:
REJON, LLC
1941 EVANS ROAD
CARY, NC 27518
CONTACT: REX BOST
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER:
SHEET INDEX
COVER
CO.1 NOTES
CO.2 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN
C0.3 ENLARGED EXISTING CONDITIONS & DEMOLITION PLAN - NORTH
COA ENLARGED EXISTING CONDITIONS & DEMOLITION PLAN - SOUTH
C1,1 OVERALL SITE PLAN
C1'2 ENLARGED SITE PLAN - NORTH
C1.3 ENLARGED SITE PLAN - SOUTH
C1.4 TRAFFIC CONTROL PLAN
C1.5 TRAFFIC CONTROL DETAILS
C2,1 OVERALL UTILITY PLAN
C2.2 ENLARGED UTILITY PLAN - NORTH
C2.3 ENLARGED UTILITY PLAN - SOUTH
C2.4 ENLARGED UTILITY PLAN -WATER AND FORCEMAIN EXTENSION
C2.5 THRUST RESTRAINT PLAN
C3.1 OVERALL GRADING AND DRAINAGE PLAN
C3.2 ENLARGED GRADING AND DRAINAGE PLAN - NORTH
C3.3 ENLARGED GRADING AND DRAINAGE PLAN - SOUTH
C3.4 ENLARGED SCM PLANS
C3.5 ENLARGED SCM PLANS
C3.8 OVERALL EROSION CONTROL PLAN - STAGE 1
C3.7 OVERALL EROSION CONTROL PLAN - STAGE 2
C3.B OVERALL EROSION CONTROL PLAN - STAGE 3
C3.9 NPOES STABILIZATION PLAN
C4.1 JOURNEYS REST LANE PLAN & PROFILE
C4.2 JOURNEYS REST LANE AND DESTINATION DRIVE PLAN & PROFILE
C4.3 DESTINATION DRIVE PLAN & PROFILE
C4.4 HAVENS EDGE COURT PLAN & PROFILE
C4.5 BARBEE ROAD PLAN & PROFILE
C4.6 BARBEE ROAD CROSS SECTIONS
C4.7 LEWTER SHOP ROAD PLAN 6 PROFILE
C4.B LEWTER SHOP ROAD PLAN & PROFILE
C4.9 LEWTER SHOP ROAD CROSS SECTIONS
C4.10 SANITARY SEWER OUTFALL'A' PLAN & PROFILE
C4.11 SANITARY SEWER OUTFALL'B' PLAN & PROFILE
C4.12 SANITARY SEWER OUTFALL'C' &'D' PLAN & PROFILE
C4.13 FERRELL ROAD W. PLAN & PROFILE
C3.1 DETAILS
C5.2 DETAILS
C5.3 DETAILS
C5.4 DETAILS
C5.5 EROSION CONTROL DETAILS
CS.e GREENWAY TRAIL DETAILS
L1.1 OVERALL LANDSCAPE PLAN
LI .2 LANDSCAPE PLAN -NORTH
LT.3 LANDSCAPE PLAN - SOUTH
PS -01 SEWAGE PUMP STATION SITE PLAN
PS -02 SEWAGE PUMP STATION MECHANICAL PLAN AND SECTION
PS -03 SEWAGE PUMP STATION ODOR CONTROL MECHANICAL PLAN AND SECTION
PS -04 SEWAGE PUMP STATION ODOR CONTROL BUILDING DETAILS
PS -05 SEWAGE PUMP STATION ELECTRICAL DETAILS
PS -06 SEWAGE PUMP STATION CONSTRUCTION DETAILS
PS -07 SEWAGE PUMP STATION CONSTRUCTION DETAILS
PHASE 1
�A Town of Cary
19x Ess/ ° , Water Resources Department
BASS, NIXON & KENNEDY, INC.PR Lf1iV 9RY Approved Utility Extensions
CONSULTING ENGINEERS �tY�ly
6310 CHAPEL HILL ROAD, SUITE 250 °,�lo L" ���� Water Permit #:
RALEIGH, NORTH CAROLINA 27607 Sanitary Sewer Permit #:
TELEPHONE: [phone] Pump Station Permit #:
FAX: [phone] Reclaimed Water Permit #: NIA
I HL CONSTRUCTION INALL RE N ..MAKE MM APPUGABE MUNICFALRY STANDARDS, 9. NL MEAS SMLL DE GNAOED FOR POSRNE ORANAGE AND AS SHOWN ON THESE PUNS. THE 1. RETAWW.G WALLS EKCM- 30 INCHES W HpdT SHAM. WCLUOE TALL PROTECTION IN TK FORM
SP<F1GlION5, ANO CETALS. WORK N THIS PROAECT SHALL 4,50 CdraW TO THESE PLANS, THE CONTRACTOR AMU- MAINTAIN ADEQUATE STE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. AHE OF A HwDML OR FENCING ON THE HOW SIDE OF THE REFANNc WNL CERTIFICATION NUMBERS: NCBELS (C-0110) By:
ONS OF
UTEST mmTIE NORM WROuNA DEPMINETn OF TPANS^ORTAIKR (NCDOT) ROM YO COTRKWR 51MLL u. SILT -a (OR OTTER .m ARPR01[D BY TIE IN.- AND
BRIDGE SPECIFIUTKNS. THE ROAD AND BRIDGE STANDARDS. THE NORM GAROUNA EROAON AND APPA r`uP VUNK ALA AS RECURED TO PREVENT SET AND cONSNUCII(IN DEBRIS FROM FTDNNG 18. PNoPER cOMPACTKIN w NL Fu SOILS PLACED ON STE s- BE nE-PON- N, THE BEFORE YOU DIGI
THE FINAL CONTROLHAN
RBCOI THE REPORT. AND �CM,ALLDEWN(O TRIC"D/R IN SEDIMENT
CONTROL
EV>M OF cDNFUUC'fT I� EROSION.
CAIWADENT o« my ro�°AVN o siiAnoS11N410 cRgWXCES COWITH M RILMTOR EPLICABLE �uOvE ALL� 0" CCIONACTOR SOu ME�POI" m TILE !ANR1Krz1pRT0AwMl1 xPORfIRETMEGEORT°P0¢IbICSLSD1GiN� N WREST CONT";F-BME-CALL •.B2-asA°"O+ NCBOLA (C-0267) PHASE 2
BETWEEN ANY OF THESE STANDARDS, SPEtilf TANS, OR BANS. THE MOST STRNLENT SIMLI. TppWMv EA05pN CpLTROL pCACES upON COMPIlTIW OF PERMANENT DRAINAGE FAC1_ AND
D'TAPE' TUT COMPACTION Is ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FLL CONTACT: DAVID DUNN, PE
GDVAH. Tle esTABEwoNr OF A SAN) OF GRASS OR OTHIN GROWTH TO PREVENT EROSION. PL'CEMENF Town of Cary
2. ME CONTRACTOR SNVL K SOLELY RESPONSBLE FOR TRENCH SAFETY DURING ALL PHASES OF 10. THE CONTRACTOR SHIN. CLEAN AND GMK ME SITE AND PIACE COMPACT, AND MOISTURE CONDITION I9. AAL ASPECTS OF THS PROJECT SHALL BE N FULL COMPWNCE MM CURRENT AGA STANDARDS IF EMAIL: [e-mail] GEOTEC
PER
CONSTRUCTIONAIWater Resources Department
. L MTIE PROTECT IN C ENGNEER'S SPECIFICATIONS . TIE FILL TO BE TE -R NOTES ANY ASPECTS OF THE ECT WNCH ARE NOT PROJN OOMPIANCE THE
SHM- BE APPROVED NT ME QARCNNICAL ENGINEER -OR TO PUCEANT ENGINEER SHALL RE NOTIFIED PRIOR TO ANY PUTTER WORK BEING PERFORMED WORK UTILITY NOTES P
J. ME LOr/TpN AND SIZE a EKLSTING UlH1IFS AS SHOWN K APPROXIMATE ON.Y. THE CONIPILTOR PERFORLm AFTER
TIE CONTRACTOR NOTES SUCH A NOR COMPLIANCE 6 SUSU0,T TO REIOIK AND
IS RESPONSIBLE FOR MORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR tl MATERIAL. USED TO CONSTNCT EMBANKMONIS FOR AM' PURPoSE RACKFLL MOUND DRYNAE REPAIR T ME CONTRACTOR'S EXPENSE Approved Utility Extensions
PRIVATE UTOT6 WHICH LE IN OR A ENT TO TE CONSTRUCTION SITE AT LEST 46 HOURS STRUCTURES. OR IN UTIRV TRENCHES MR ANr OTHER OEPNES- REQUIRING FLL OR BACKFILL 3, SENOR SYSTEI FU
^PRIOR TO ANY DEMCUIION. GRACING, OR CONSTRUCTDN ACTMTY, THE CONTRACTOR SHALL NOTIFY SHALL BE COMPATm TO 95% CF W UM DINSP AS DEIERMNW BY ME STANDARD PROCTOR 20. TH CONTRACTOR OR OWNER SHALL EMPLOY A GETIECNECAL ENGINEER TO TEST ALL EMBANMETSE'E A� p�--•TME MORIA CAROUNA ONE{ALL UTUTES LDCAT)N SERVICE (ULDCO) AT 1 -BW -632-4949 MR TEST AS SEF OUT N ASTM STANDARD 0698. STOE BAKFlLL SEMLL BE COMPACTED TO 95I D FLL PUCENEHT FOR PROPER COMPACTION. PROPER COMPACTION SW" K PER ME 31TEES PROJECT DEPENDS ON MULIIPE DOWNSTREAM SENIX FACILITIES BEING APPROVED. CO`\Y/ IEEL.K_e_JIWater Permit #•
PROPER p PCATION OF IXSING NI.ITES MANN TK SITE WXNUM DENSITY AS DETERMINED BY ME MODFIED PROCTOR TEST AS SET OUT N ASTM STANDARD GEOIEUNICA ENGINEERS RECOMMENDATIONS OR TIM P ANS. WHICHEVER M MORE STRNQM. AILD ACCEPTED BY THE TOWN OF GRT. UPON COMPLETION OF TK PROJECTS UST BELOW. T. TIE CONTRATOR SWILL PRKW TO ANY OPERATIONS INVOLING FILLYT OR BACKFBLNG, EMBANKMENTS FOR PONDS SHALL BE PLACED N 6 NCH IDOSE LAYERS AND SHALL M COUPACTEO OF CARY WILL ACCEPT THE SEWER SHOWN W THS SITE PUN FOR ACIFE FLOW4 TE CONTRATOR'WLL SAVAGE AND PROTECT ALL Ef0'TING POWER PdES. gds. AHYIlO6. SUT TLE RESULTS OF TIE PROCTORRSTTOGETHER_.CWTFKATONMTTIESOILTESTED lO A OEN9fY OF NO KESS 11IAN 95R 6lIC STANWRD PROCTOR uAIRM:Y DDRSITY T A M061UR[ I , Sankary Sewer Permit #:
TEIIDHINE RISERS, WATER VALVES, Eli. DURING ALL CONSTRUCTION PHASES. ME CONTACTOR R_NE[pTTNE M ME MATERIALS TO BE USED ON TME PROJECT. TESTS SWLL BE CONOUCEm CONTENT OF 1 OR - TWO F ENTALE POLAR OF TIE OPIMUY M I, CONTENT N 31,1. CONSTRULTON Of GRAVITY SEWErR OUIFNL ANO TM PINE RAIL PUMP STATION POR (TOL PSIMLL RCP4R, T N5 OWN ENPEIASC. ANY EOSdG NV16 DAMAcm WRING CONSRH,OIION. BY ACERTFTm MATERIALS TESTING LABORATORY AND TE CERBFTCATKRS MAK 0r A LICENSED ACCORDANCEMMASTM-ENT MECONTRACTORSHALLTORE P'UTCLPAPHS OFTEOUREi X15 -SB -012X) WRx FORCEMAIN 05p1AR(BNG TO TOWN CART CMVf1Y SEWDR SY5jp1, O1� Reclaimed Water Permit #: NIA
PROFESSIONAL ENGINEER RFPRESERINL THE LABORATORY STRUCTURE AT ALL T ALL PHASES OF INST4IATON AND SMLL RETAIN WM LED=NHK AL TESTING5. TRAFFIC CONTOL d PUBLIC STRETS SHALL BE IN CONFORMANCE WITH TE TRAET)C CONTROL PLAN. WTI ME CONTR 1 SHALL ALSO RETAIN ALL SHPMNG RMOROS AND SPEOITCARN5 FOR 1!E3.1.2. CONSTHCiION � CRAMY SEWER PFR (TOC PROI /thSB-024-A)ME VA O UHFORM TRHFK CONTROL OOTCES." ANO AS FURTHER D9ECTD BY CM AND 12PROPOSED CONTOURS YEN GUTTER GRAOENR ALE MPROMWTE PROPOSED SPOT VUVA` K AND OVTET STTKTIIE wlFAWS ANp STPUCNiES. 41 OFINEABOVELUTAMAY.RESKAREDA5 { 2 FI17 By:
SATE INSPECTORS ROApw.r PRpiE6PEVELVlONARC 10 K usm IN C/SE 6 D6CPPAN(Y PMR IY IK MUNKP4EY AS -BUILT PROCESS WD SW2L 9E MADE .vAL1ABE l0 TIE LNGNM[ER 'I TVIUPON K.UEST. ME CONTRACTOR AND OWNER 'HVL HAVE OOCUMENTATTON OF MESE 1675 3.1.3. CONSTRUCTION OF TEMP. PUMP STATION ON -SER WIN FORCEMNN(S) TO EXISTING GMVPqv DSLPPANCES FOUND BETWEEN 11E DRAMNGS AND SKCFIWTONS AND SITE C=MNS OR 13. ME WN RATER SHALL RMEW, VERIFY AND CWRDINAR ALL DIMENSIONS SHOWN d PLANS, AVMtABLE UPON PEOUESTANYINCONSISTENCIES OR . RGIMES IN DRAWNGS OR SPWFIGTONS SIMLLBE IMMEDIATELY WCWONG TIE NORZONTA AND VERTICAL LSATON OF CURB INLET' AND GRATE IN ETSAND ALLREPORTED TO TIE ENGINEER. IN WRTNG, WHO SIMLL PROMPRY ADDRESS SUCH_.=.ORUDUTES CROSSNG TIIE STORM SEWER PRIOR TO STWTNG PROJECT. R N.. WALLS SHOWN IEAEN SHALL BE CESIO� BY A OUALITED PROFE55ONAL ENOMEFA WITH 4. WATER sysrEA
AMBIGUITIES. WORK DONE B ME CONTRACTOR AFTER HIS OSCOVERr OF SUCH DISCREPANCIES, FXPFNENCE DESIGNING RO4NNG WALLS T LEAST 14 WYS PRIOR TO BEGIN- CONSTAULTON/7-DP-0726
OR WBKUTIES SNALL BE DOTE T ME CONTRACTORS RISI. 14. ALL CURB JDW15 SHALL EXTEND THROUGH ME CURB. MI -M LENGTH OF OFFSE JO«IS AT ;AF RUNNING WALLSTHE CONTRATOR SOUL COOACT ME OWNER'S GECTECHNCA ENGINEER TO 4.t. THIS PROTECT DEPENDS ON DOWNSTREAM WATER FACCD6 BEING CONSTRUCTED TND ACCE/�' 1pRACES FONTS IS 5 FEET. ALL I.- SHALL BE SCALED WON DONT SEAUNT. SCIEM:LE ANO COORONAR PLL APPROPRIATE MPmTONS, TESTING, ANO NERFCATON m6SARY THE ,OWN p CRY. UPONCOMPIETIDN OF TIE PROIECiS UST BILLOW. AHE ,OWNESI,VRICES Approved b the Town of CaPRE{dSTRUCMON CONERENGE SHALL BE H[m PROP TO TE START OF CdSTRUClION. ME DURING RET4MNc WNL CONSTRUCTION. THE GEDTCCHNICAL ENON¢R SIMLL PPGVIDE CONTMNUS a CART RILL ACCEDTWATER As SxoW«NMR PIAN Y rY
CONTRACTOR 5BALL ARR4KE THE MEETING ATIN THE GOY ENGINEERING DMSd. 15. ALL NANOCAP RAMPING• SMPNG AND PAVEMONT NARKNG$ SMALL CONFORM TO ADA INSPECTDN• TESTING AND `2RM4TOI FOR TME DUR DF RCIYNNO WALL LDNSTRUCTION. -R41- TiP Development Review Committee
REOUIREMENR AND THE 'NORM CAROLINA STAR BUILDING COOS WL -C ACCESSIBILITY CODE PROPER SCHEDULING. EAEDUIION. AND RECORD KEEPING FOR ALL REQUIRED NSPECTONS. 1lSIING.
6. ♦.1.1. CONSTRUCTION (K 12• WATERWIN ALONG LORRISVLLE PARKWAY AND WHITE ON( CHURCH ROAD
CONTRACTOR IS RESPONSIBLE EO
E R VERIMLL MG AREOURCD PERMBS AND APPANTLALS PRIOR M AND VERIFICATION DEHE ICATION SHALL BE TRESPONSKI TCONTRACTOR. SUCH RECORDS SOUL BE
COY-ING CONSRUCIOII. T6, OWNER SMLL PROVIDE FENCING AND OTHER SAFETY MUSURES NECESSARY N P AND AROUND ANY ­AINOD AND 5X41- PROVIDED TO ME OWNER AND PMS. NNd A KEWEDV. INC. ALL TE NC (TOC IPROJ /14 -SP -051)
PROPOSED STORNWTER MANACEAEIT ME SURES (Pd05. WERAMM. ETC) MAINNG PNOPR -OR-. TESING. AND VE6RGLL -PM SiMPM TO TE MOST RERNT "BISON OF Planner. Date:
PERMBS SH BE ME P SSIUTV OF ME OWNER. SUNDIAL CODE GNAPTEA 18, SOCTION 1606 OR THE WALL DESIGN ENGINEERS SPECRATONS. 4.1,2. CONSTRUCTION OF 12• WATERWVN ALONG LEWTER SHOP ROAD PER RPC PROD {14-58-024-A)
— EVER IS MORE STHNOENT.
SYMBOLS AND ABBREVIATIONS
AEC
AGGREGATE BASE COURSE
E3 EY/51"A'G CURB INLET
ALUM
ALUMINUM
❑ LDS,NG..4 Ml ET/ARO ANLET
AST2
ALUMFIZED SIM - WFE 2
� EA';STING FUR£O END SECTION
B -B
BACIE TO BACK
EXISTING FARE HYDRANT
BLOW-OF'ASSEMBLY
BOA
SLOW -OFT ASSEMBLY
&NSi,NG
ExlS nNG GCE -VE
CdG
CURB AND IGUTTFA
> E-ISE:NG REDUCER
CFS
CUBIC FEET PER SECOND
D Ell$ WATER METER
CI
CURB WIFE
Q EX/STIMC SM' SEWER MANHOLE
CL
CENTER LINEEx15/MG
C/EAN 01/T
/O/ ExKMlc POWER ROLE
CMP
CORRUGATED METAL PIPE
EYS INC TELF3'HONE PFOES(K
GO
CLEAN OUT
EXISRNG AREA LC -T
DOW
COMMUNICATION
£xSnNG 5/GN
CONE
CONCRETE
® NEW CURB INLFr
DLV
DOUBLE CHECK VALVE
■ NEW GRATE INLET/YARD INLET
I• NEW FLARED END SECTV)
DDCV
DOUBLE DETFCTO(r CHECK VKVE
+ NEW FIRE HYDRANT
DI
DROP INLET
K4. NEW BLOW -OFF ASSEMBLY
DIP
DUCTILE IRON PIPE
m NEW CATE VALVE
EASE
EASEMENT
NEW REDUCER
ELMNEW
ELECTRIC
WATER METER
EI
EXISTING
NEW TEE
MEW PLUG
FES
FEARED END SWIM
• NEW MANHOLE
FH
FIRE HYDRANT
• NEW CLEAN OUT
FM
FORTE MAIN
T NEW SIGN
R
FET
NON PPE
BENCHMARK
Fr/SFC
FEST PER SEC
GAL,
GALVANIZED
• • • TEMP SILT FENCE
C
UTE VALVE
-+ -.. TEMP TREE PROTECTION FENCE
HDPE
HIGH DENSITY POLYETHAENE
+ • TRAP COMBINATION SILT/TREE PROTECMDN FENCE
L
LENGTH
TRAP DIVERSION DITCH
LF
LINEAR FEET
• • DIMR60 LMTS
MN
MANHOLE
_... _...- STREAM
PAVE
PAVDAER
- - - - - - . EXfSnNG GS LlAVE
PE
FINISHED PAI) ELEVATION
- _ _ _ _ s EA.DNG COMYUNKATi 1 "NE
PP
POWER POLE
£XIsnNC UNOERLROUA•D IELEPHOA•E
PVC
POLYVINYL CHLORIDE
.--- , --- . EX5IJNG uNDE'RGROUNO ELEC:RK
R
RADIUS
U`SrwC EVE, Hw ELECTRIC
R/W
RI0HT-0F-WAY
_ - , - - _ EXISTING WATER L;NE
DED
REDUCER
- - -+ - - -+ - ExSTNG SAN? RY SEWER FpRIE AWN
RCP
REINFORCED CONCRETE PIPE
- - _ - - - - • U'STIAG SATTARY SEWER
RCW
RECLAIMED WATER UNE
_
--------------- EYl5TWG STM. OPAIIWGE
RPZ
REDUCED PRESSURE ZONE
NEW STORY DRAINAGE
55
SANITARY SEWER
• • NEW WATER LINE
STA
STATION
NEW RECLAIMED WATER LINE
M0
TEMPORARY ONER510N DITCH
-> )- NEW SAW- SEWER
TELE
TELEPHONE
+ -+ NEW SANITARY SEWER FORCE MAIN
TSB
TEMPORARY SEDIMENT BASIN
- . NEW CAS MAIN
UG
VNDERGROVNp
• • • • • • • • • • • • • • • IYNOGWPm ACCESSBLE ROUTE
WCR
WHEELCHAIR RAMP
W/L
WATER UNE
WATER METER
TE: ALL CONSTRUCTION ACTIVITY MUST BE
n
-0 INUET
ko''CCORDANCE WITH THE ACCEPTED
CIES OF THE TOWN OF CARY AND NCDOT
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.
CONSTRUCTION NOTES
DESTIN
BARBEE ROAD AT LEWTER SHOP ROAD
TOWN OF CARY, CHATHAM COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
TOWN OF CARY PROJECT NO.
17 -DP -0726
i
i
UN
JOK�"11LUN
0
751 a
SITE-�
�YPP
K
f,
C
VICINITY MAP
SCALE: 1"=1,000'
5oA MKT
AaAfL,TTlurr ,��IL•�
�9 Af
g � O
� 4
A TRAFFIC ALERT ISSUED BY THE TOWN IS
REQUIRED FOR THIS PROJECT FOR
CONSTRUCTION ACTIVITIES THAT ARE GOING
TO BE CONDUCTED WITHIN THE PUBLIC
RIGHT -0F -WAY. THE CONTRACTOR SHALL
PROPERLY FILL OUT A TOWN OF CARY PUBLIC
INFORMATION FORM AND SUBMIT IT TO THE
FIELD SERVICES INSPECTOR AT LEAST FIVE (5)
BUSINESS DAYS PRIOR TO CONSTRUCTION
ACTIVITIES BEGINNING WITHIN THE
RIGHT -0F -WAV. THE FIELD SERVICES
INSPECTOR WILL FORWARD THIS FORM TO
PIO SO THAT A TRAFFIC ALERT CAN BE
ISSUED IN ADVANCE OF THE CONSTRUCTION.
THESE PLANS ARE IN ACCORDANCE WITH THE
SPECIFICATIONS AND DETAILS APPROVED BY
TOWN COUNCIL ON JANUARY 5, 2017
OWNER:
RB FAMILY PROPERTIES, LLC
1941 EVANS ROAD
CARY, NC 27518
DEVELOPER:
REJON, LLC
1941 EVANS ROAD
CARY, NC 27518
CONTACT: REX BOST
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER:
SHEET INDEX
COVER
CO.1 NOTES
CO.2 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN
C0.3 ENLARGED EXISTING CONDITIONS & DEMOLITION PLAN - NORTH
COA ENLARGED EXISTING CONDITIONS & DEMOLITION PLAN - SOUTH
C1,1 OVERALL SITE PLAN
C1'2 ENLARGED SITE PLAN - NORTH
C1.3 ENLARGED SITE PLAN - SOUTH
C1.4 TRAFFIC CONTROL PLAN
C1.5 TRAFFIC CONTROL DETAILS
C2,1 OVERALL UTILITY PLAN
C2.2 ENLARGED UTILITY PLAN - NORTH
C2.3 ENLARGED UTILITY PLAN - SOUTH
C2.4 ENLARGED UTILITY PLAN -WATER AND FORCEMAIN EXTENSION
C2.5 THRUST RESTRAINT PLAN
C3.1 OVERALL GRADING AND DRAINAGE PLAN
C3.2 ENLARGED GRADING AND DRAINAGE PLAN - NORTH
C3.3 ENLARGED GRADING AND DRAINAGE PLAN - SOUTH
C3.4 ENLARGED SCM PLANS
C3.5 ENLARGED SCM PLANS
C3.8 OVERALL EROSION CONTROL PLAN - STAGE 1
C3.7 OVERALL EROSION CONTROL PLAN - STAGE 2
C3.B OVERALL EROSION CONTROL PLAN - STAGE 3
C3.9 NPOES STABILIZATION PLAN
C4.1 JOURNEYS REST LANE PLAN & PROFILE
C4.2 JOURNEYS REST LANE AND DESTINATION DRIVE PLAN & PROFILE
C4.3 DESTINATION DRIVE PLAN & PROFILE
C4.4 HAVENS EDGE COURT PLAN & PROFILE
C4.5 BARBEE ROAD PLAN & PROFILE
C4.6 BARBEE ROAD CROSS SECTIONS
C4.7 LEWTER SHOP ROAD PLAN 6 PROFILE
C4.B LEWTER SHOP ROAD PLAN & PROFILE
C4.9 LEWTER SHOP ROAD CROSS SECTIONS
C4.10 SANITARY SEWER OUTFALL'A' PLAN & PROFILE
C4.11 SANITARY SEWER OUTFALL'B' PLAN & PROFILE
C4.12 SANITARY SEWER OUTFALL'C' &'D' PLAN & PROFILE
C4.13 FERRELL ROAD W. PLAN & PROFILE
C3.1 DETAILS
C5.2 DETAILS
C5.3 DETAILS
C5.4 DETAILS
C5.5 EROSION CONTROL DETAILS
CS.e GREENWAY TRAIL DETAILS
L1.1 OVERALL LANDSCAPE PLAN
LI .2 LANDSCAPE PLAN -NORTH
LT.3 LANDSCAPE PLAN - SOUTH
PS -01 SEWAGE PUMP STATION SITE PLAN
PS -02 SEWAGE PUMP STATION MECHANICAL PLAN AND SECTION
PS -03 SEWAGE PUMP STATION ODOR CONTROL MECHANICAL PLAN AND SECTION
PS -04 SEWAGE PUMP STATION ODOR CONTROL BUILDING DETAILS
PS -05 SEWAGE PUMP STATION ELECTRICAL DETAILS
PS -06 SEWAGE PUMP STATION CONSTRUCTION DETAILS
PS -07 SEWAGE PUMP STATION CONSTRUCTION DETAILS
PHASE 1
�A Town of Cary
19x Ess/ ° , Water Resources Department
BASS, NIXON & KENNEDY, INC.PR Lf1iV 9RY Approved Utility Extensions
CONSULTING ENGINEERS �tY�ly
6310 CHAPEL HILL ROAD, SUITE 250 °,�lo L" ���� Water Permit #:
RALEIGH, NORTH CAROLINA 27607 Sanitary Sewer Permit #:
TELEPHONE: [phone] Pump Station Permit #:
FAX: [phone] Reclaimed Water Permit #: NIA
I HL CONSTRUCTION INALL RE N ..MAKE MM APPUGABE MUNICFALRY STANDARDS, 9. NL MEAS SMLL DE GNAOED FOR POSRNE ORANAGE AND AS SHOWN ON THESE PUNS. THE 1. RETAWW.G WALLS EKCM- 30 INCHES W HpdT SHAM. WCLUOE TALL PROTECTION IN TK FORM
SP<F1GlION5, ANO CETALS. WORK N THIS PROAECT SHALL 4,50 CdraW TO THESE PLANS, THE CONTRACTOR AMU- MAINTAIN ADEQUATE STE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. AHE OF A HwDML OR FENCING ON THE HOW SIDE OF THE REFANNc WNL CERTIFICATION NUMBERS: NCBELS (C-0110) By:
ONS OF
UTEST mmTIE NORM WROuNA DEPMINETn OF TPANS^ORTAIKR (NCDOT) ROM YO COTRKWR 51MLL u. SILT -a (OR OTTER .m ARPR01[D BY TIE IN.- AND
BRIDGE SPECIFIUTKNS. THE ROAD AND BRIDGE STANDARDS. THE NORM GAROUNA EROAON AND APPA r`uP VUNK ALA AS RECURED TO PREVENT SET AND cONSNUCII(IN DEBRIS FROM FTDNNG 18. PNoPER cOMPACTKIN w NL Fu SOILS PLACED ON STE s- BE nE-PON- N, THE BEFORE YOU DIGI
THE FINAL CONTROLHAN
RBCOI THE REPORT. AND �CM,ALLDEWN(O TRIC"D/R IN SEDIMENT
CONTROL
EV>M OF cDNFUUC'fT I� EROSION.
CAIWADENT o« my ro�°AVN o siiAnoS11N410 cRgWXCES COWITH M RILMTOR EPLICABLE �uOvE ALL� 0" CCIONACTOR SOu ME�POI" m TILE !ANR1Krz1pRT0AwMl1 xPORfIRETMEGEORT°P0¢IbICSLSD1GiN� N WREST CONT";F-BME-CALL •.B2-asA°"O+ NCBOLA (C-0267) PHASE 2
BETWEEN ANY OF THESE STANDARDS, SPEtilf TANS, OR BANS. THE MOST STRNLENT SIMLI. TppWMv EA05pN CpLTROL pCACES upON COMPIlTIW OF PERMANENT DRAINAGE FAC1_ AND
D'TAPE' TUT COMPACTION Is ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FLL CONTACT: DAVID DUNN, PE
GDVAH. Tle esTABEwoNr OF A SAN) OF GRASS OR OTHIN GROWTH TO PREVENT EROSION. PL'CEMENF Town of Cary
2. ME CONTRACTOR SNVL K SOLELY RESPONSBLE FOR TRENCH SAFETY DURING ALL PHASES OF 10. THE CONTRACTOR SHIN. CLEAN AND GMK ME SITE AND PIACE COMPACT, AND MOISTURE CONDITION I9. AAL ASPECTS OF THS PROJECT SHALL BE N FULL COMPWNCE MM CURRENT AGA STANDARDS IF EMAIL: [e-mail] GEOTEC
PER
CONSTRUCTIONAIWater Resources Department
. L MTIE PROTECT IN C ENGNEER'S SPECIFICATIONS . TIE FILL TO BE TE -R NOTES ANY ASPECTS OF THE ECT WNCH ARE NOT PROJN OOMPIANCE THE
SHM- BE APPROVED NT ME QARCNNICAL ENGINEER -OR TO PUCEANT ENGINEER SHALL RE NOTIFIED PRIOR TO ANY PUTTER WORK BEING PERFORMED WORK UTILITY NOTES P
J. ME LOr/TpN AND SIZE a EKLSTING UlH1IFS AS SHOWN K APPROXIMATE ON.Y. THE CONIPILTOR PERFORLm AFTER
TIE CONTRACTOR NOTES SUCH A NOR COMPLIANCE 6 SUSU0,T TO REIOIK AND
IS RESPONSIBLE FOR MORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR tl MATERIAL. USED TO CONSTNCT EMBANKMONIS FOR AM' PURPoSE RACKFLL MOUND DRYNAE REPAIR T ME CONTRACTOR'S EXPENSE Approved Utility Extensions
PRIVATE UTOT6 WHICH LE IN OR A ENT TO TE CONSTRUCTION SITE AT LEST 46 HOURS STRUCTURES. OR IN UTIRV TRENCHES MR ANr OTHER OEPNES- REQUIRING FLL OR BACKFILL 3, SENOR SYSTEI FU
^PRIOR TO ANY DEMCUIION. GRACING, OR CONSTRUCTDN ACTMTY, THE CONTRACTOR SHALL NOTIFY SHALL BE COMPATm TO 95% CF W UM DINSP AS DEIERMNW BY ME STANDARD PROCTOR 20. TH CONTRACTOR OR OWNER SHALL EMPLOY A GETIECNECAL ENGINEER TO TEST ALL EMBANMETSE'E A� p�--•TME MORIA CAROUNA ONE{ALL UTUTES LDCAT)N SERVICE (ULDCO) AT 1 -BW -632-4949 MR TEST AS SEF OUT N ASTM STANDARD 0698. STOE BAKFlLL SEMLL BE COMPACTED TO 95I D FLL PUCENEHT FOR PROPER COMPACTION. PROPER COMPACTION SW" K PER ME 31TEES PROJECT DEPENDS ON MULIIPE DOWNSTREAM SENIX FACILITIES BEING APPROVED. CO`\Y/ IEEL.K_e_JIWater Permit #•
PROPER p PCATION OF IXSING NI.ITES MANN TK SITE WXNUM DENSITY AS DETERMINED BY ME MODFIED PROCTOR TEST AS SET OUT N ASTM STANDARD GEOIEUNICA ENGINEERS RECOMMENDATIONS OR TIM P ANS. WHICHEVER M MORE STRNQM. AILD ACCEPTED BY THE TOWN OF GRT. UPON COMPLETION OF TK PROJECTS UST BELOW. T. TIE CONTRATOR SWILL PRKW TO ANY OPERATIONS INVOLING FILLYT OR BACKFBLNG, EMBANKMENTS FOR PONDS SHALL BE PLACED N 6 NCH IDOSE LAYERS AND SHALL M COUPACTEO OF CARY WILL ACCEPT THE SEWER SHOWN W THS SITE PUN FOR ACIFE FLOW4 TE CONTRATOR'WLL SAVAGE AND PROTECT ALL Ef0'TING POWER PdES. gds. AHYIlO6. SUT TLE RESULTS OF TIE PROCTORRSTTOGETHER_.CWTFKATONMTTIESOILTESTED lO A OEN9fY OF NO KESS 11IAN 95R 6lIC STANWRD PROCTOR uAIRM:Y DDRSITY T A M061UR[ I , Sankary Sewer Permit #:
TEIIDHINE RISERS, WATER VALVES, Eli. DURING ALL CONSTRUCTION PHASES. ME CONTACTOR R_NE[pTTNE M ME MATERIALS TO BE USED ON TME PROJECT. TESTS SWLL BE CONOUCEm CONTENT OF 1 OR - TWO F ENTALE POLAR OF TIE OPIMUY M I, CONTENT N 31,1. CONSTRULTON Of GRAVITY SEWErR OUIFNL ANO TM PINE RAIL PUMP STATION POR (TOL PSIMLL RCP4R, T N5 OWN ENPEIASC. ANY EOSdG NV16 DAMAcm WRING CONSRH,OIION. BY ACERTFTm MATERIALS TESTING LABORATORY AND TE CERBFTCATKRS MAK 0r A LICENSED ACCORDANCEMMASTM-ENT MECONTRACTORSHALLTORE P'UTCLPAPHS OFTEOUREi X15 -SB -012X) WRx FORCEMAIN 05p1AR(BNG TO TOWN CART CMVf1Y SEWDR SY5jp1, O1� Reclaimed Water Permit #: NIA
PROFESSIONAL ENGINEER RFPRESERINL THE LABORATORY STRUCTURE AT ALL T ALL PHASES OF INST4IATON AND SMLL RETAIN WM LED=NHK AL TESTING5. TRAFFIC CONTOL d PUBLIC STRETS SHALL BE IN CONFORMANCE WITH TE TRAET)C CONTROL PLAN. WTI ME CONTR 1 SHALL ALSO RETAIN ALL SHPMNG RMOROS AND SPEOITCARN5 FOR 1!E3.1.2. CONSTHCiION � CRAMY SEWER PFR (TOC PROI /thSB-024-A)ME VA O UHFORM TRHFK CONTROL OOTCES." ANO AS FURTHER D9ECTD BY CM AND 12PROPOSED CONTOURS YEN GUTTER GRAOENR ALE MPROMWTE PROPOSED SPOT VUVA` K AND OVTET STTKTIIE wlFAWS ANp STPUCNiES. 41 OFINEABOVELUTAMAY.RESKAREDA5 { 2 FI17 By:
SATE INSPECTORS ROApw.r PRpiE6PEVELVlONARC 10 K usm IN C/SE 6 D6CPPAN(Y PMR IY IK MUNKP4EY AS -BUILT PROCESS WD SW2L 9E MADE .vAL1ABE l0 TIE LNGNM[ER 'I TVIUPON K.UEST. ME CONTRACTOR AND OWNER 'HVL HAVE OOCUMENTATTON OF MESE 1675 3.1.3. CONSTRUCTION OF TEMP. PUMP STATION ON -SER WIN FORCEMNN(S) TO EXISTING GMVPqv DSLPPANCES FOUND BETWEEN 11E DRAMNGS AND SKCFIWTONS AND SITE C=MNS OR 13. ME WN RATER SHALL RMEW, VERIFY AND CWRDINAR ALL DIMENSIONS SHOWN d PLANS, AVMtABLE UPON PEOUESTANYINCONSISTENCIES OR . RGIMES IN DRAWNGS OR SPWFIGTONS SIMLLBE IMMEDIATELY WCWONG TIE NORZONTA AND VERTICAL LSATON OF CURB INLET' AND GRATE IN ETSAND ALLREPORTED TO TIE ENGINEER. IN WRTNG, WHO SIMLL PROMPRY ADDRESS SUCH_.=.ORUDUTES CROSSNG TIIE STORM SEWER PRIOR TO STWTNG PROJECT. R N.. WALLS SHOWN IEAEN SHALL BE CESIO� BY A OUALITED PROFE55ONAL ENOMEFA WITH 4. WATER sysrEA
AMBIGUITIES. WORK DONE B ME CONTRACTOR AFTER HIS OSCOVERr OF SUCH DISCREPANCIES, FXPFNENCE DESIGNING RO4NNG WALLS T LEAST 14 WYS PRIOR TO BEGIN- CONSTAULTON/7-DP-0726
OR WBKUTIES SNALL BE DOTE T ME CONTRACTORS RISI. 14. ALL CURB JDW15 SHALL EXTEND THROUGH ME CURB. MI -M LENGTH OF OFFSE JO«IS AT ;AF RUNNING WALLSTHE CONTRATOR SOUL COOACT ME OWNER'S GECTECHNCA ENGINEER TO 4.t. THIS PROTECT DEPENDS ON DOWNSTREAM WATER FACCD6 BEING CONSTRUCTED TND ACCE/�' 1pRACES FONTS IS 5 FEET. ALL I.- SHALL BE SCALED WON DONT SEAUNT. SCIEM:LE ANO COORONAR PLL APPROPRIATE MPmTONS, TESTING, ANO NERFCATON m6SARY THE ,OWN p CRY. UPONCOMPIETIDN OF TIE PROIECiS UST BILLOW. AHE ,OWNESI,VRICES Approved b the Town of CaPRE{dSTRUCMON CONERENGE SHALL BE H[m PROP TO TE START OF CdSTRUClION. ME DURING RET4MNc WNL CONSTRUCTION. THE GEDTCCHNICAL ENON¢R SIMLL PPGVIDE CONTMNUS a CART RILL ACCEDTWATER As SxoW«NMR PIAN Y rY
CONTRACTOR 5BALL ARR4KE THE MEETING ATIN THE GOY ENGINEERING DMSd. 15. ALL NANOCAP RAMPING• SMPNG AND PAVEMONT NARKNG$ SMALL CONFORM TO ADA INSPECTDN• TESTING AND `2RM4TOI FOR TME DUR DF RCIYNNO WALL LDNSTRUCTION. -R41- TiP Development Review Committee
REOUIREMENR AND THE 'NORM CAROLINA STAR BUILDING COOS WL -C ACCESSIBILITY CODE PROPER SCHEDULING. EAEDUIION. AND RECORD KEEPING FOR ALL REQUIRED NSPECTONS. 1lSIING.
6. ♦.1.1. CONSTRUCTION (K 12• WATERWIN ALONG LORRISVLLE PARKWAY AND WHITE ON( CHURCH ROAD
CONTRACTOR IS RESPONSIBLE EO
E R VERIMLL MG AREOURCD PERMBS AND APPANTLALS PRIOR M AND VERIFICATION DEHE ICATION SHALL BE TRESPONSKI TCONTRACTOR. SUCH RECORDS SOUL BE
COY-ING CONSRUCIOII. T6, OWNER SMLL PROVIDE FENCING AND OTHER SAFETY MUSURES NECESSARY N P AND AROUND ANY ­AINOD AND 5X41- PROVIDED TO ME OWNER AND PMS. NNd A KEWEDV. INC. ALL TE NC (TOC IPROJ /14 -SP -051)
PROPOSED STORNWTER MANACEAEIT ME SURES (Pd05. WERAMM. ETC) MAINNG PNOPR -OR-. TESING. AND VE6RGLL -PM SiMPM TO TE MOST RERNT "BISON OF Planner. Date:
PERMBS SH BE ME P SSIUTV OF ME OWNER. SUNDIAL CODE GNAPTEA 18, SOCTION 1606 OR THE WALL DESIGN ENGINEERS SPECRATONS. 4.1,2. CONSTRUCTION OF 12• WATERWVN ALONG LEWTER SHOP ROAD PER RPC PROD {14-58-024-A)
— EVER IS MORE STHNOENT.

WETLANDS EXIST ON-SITE ♦H CARO
NO FLOODPLAINS EXIST ONSITE
PR IBIS �RY
NOTE: ALL CONSTRUCTION ACTIVITY MUST BEo cIN Lu
IN ACCORDANCE WITH THE ACCEPTED W 0
POLICIES OF THE TOWN OF CARY AND NCDOT
yU
TOWN OF CARY PROJECT NO. 17 -DP -0726
EXISTING CONDITIONS GENERAL NOTES
1, AREAS BY COORDNATE GEORIETRY (WC GRID (AM) 83%2C07)) UNLESS SHOWN
OTHERWISE
2, ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
3, ALL STREETS ARE PUBLIC ECM -0f -WAY UNLESS SHOWN OYEAASE
t. OILIER INSTRUMENTS OF RECORD MAY AEFLT THIS PROPERTY.
S. NO LIRE SEARCH PERFORMED FOR THE SURVEY.
E. NO FEMA FIJ20D 1NZARD AREAS PER IPM PANEL 3]200)0I00J, WITH AN EFFECTIVE
DATE CF FEB 2. 200]
]. PROPERTY 6 SUBJECT TO JORDAN LAKE SUFFERS. (VI
e. TIONO) CPS I15I1G OVL FREREKY RECEf1F1t�7W DYEfH00 RESUIOLTS WR (NAD E
BELE[VV RTIE[
1983 98ITgNSTp WMANEp( BAY AORTIA CMiLINA GEOOE'lIC
SURVEY.
TOWN OF CARY UTILITY NOTES
SWTMI SEWER:
BACKWATER VALVES SNAIL BE PROVIDED FOR ALL UNITS WITH FINAL FLOOR ELEVATIONS
Of BULDNGs Las THAN 1'-0• AEON: MANOtl,
MINIMUM GROUND COVER a 3'-0• TO BE FRONDED FOR ALL SAWMTI SEWER
COLLECTION LINES {• AND SLARGERME. ANON -TRAFFIC ARF/$. R YNMUY LORA IS wCT
PROVIDED. SPECIFY FERROUS PPE
4IM1UM COVER OF 5'-0• IN TRAFC MUS M BE PROMED FDR ALL COLLECTION
LINES t' AND LARGER. F LESS THAN 5'-0•. DUCTILE IRON HPE SHALL BE REOUNED N
CUSS I BEDDING (MNMUM COVER SHALL BE NO LESS THAN 3'-0�.
SLOPEFOR 4" SAWTARYOLLE 0. LINES SHALL BE NO LESS THAN
MINI WITH EI T$ EVERY S SEWER
IRWINuWr SLOP! FOR 6' EVERY Y SEWER COLLE ION LINES SHALL BE NO LESS TNN
I.OI LATIN OEJi-OUTS EVERY 75 LINEAL FEET.
SITE DATA
PROECT NAME.
OWNER
DEVELOPER
PN
REAL E°TATE NUMBER:
ACCREl:S.
DESTN
RB FAMILY FROPERIEB. LLG
I� Mc 72 SARI D
NEJON.LLG
IYt EVANS ROAD
GARY. NC 2]51.
01-W I4p151L L 0)1451'/1]
00901R.OA0>e]ILOOFWOS
BARGEE ROAD LLOP
EWTIMSROAO
CAW. NC
E3
ED
DEMOLITION NOTES
MAWTNN 24• VERTICAL SEPARATION ROM STORM SEWER OR SPECIFY F[FROUS HPE FOR
IDNb
XI.X)ROVII AKE
WtPOD-
SANITARY SEWER ALSO MAINTAIN 10 FEET HORIZONTAL SEPARATION AND IS- VFRIICX
SEPAAIKN FROM WATER MOR SPECIFY FERROUS PPAR
ALS E FOR SANIY SEVER. F
AAo sEP AN
Da
Z �
I. A DEMOLITION PERMIT MUST BE OBUNFD FROM THE TOWN OF CMI INSPECTIONS
DEPARTMENT PRIOR TO R[MWTTNKKG A 57RUCIIIRE
WATER FAIN PASSES UNDER SAN(TARY SEWER. BOTH WATER AND SEWER SHALL BE
FERROUS PIPE FOR 10' EACH SIDE OF CROSSING.
SMAILEA
JS)1 AC(ISSST2) W) 2°11 YRERVOUs
w
LV
AL)
2. '0WORKING`FOO MIXT SUBMIT
W IAARiC MELS SIWL BC 7AAFFC BGMBNG ACCORDING TO TOWN
DE110UIIO1/RNOVAIIOH �TII 217M T
1) CONTROL UNIT
MENr M HEALTH AND HUMAN SERVICES. HAZARDS
DE�-0115
S.RKYRdF.WAY
AREA
JY AC OINE2 SF) NW YPERVO08
Q LFI
(J
1E1
(DMS N I S INP TO i WAST AMD~ TIOINSPECTION REPORT FROM N FOR THE
WATER:
-AREA,
19N Ac @x1BS, sFl JJx YPEINIOL6uj
Z N
DEMOLITION PCRNR, CONTACT MICU FOR MORE INFORMATION AT (919) ]0]-0950.
WATER MARL TO BE INSTAL ED AT A DEPM WITH A MINIMUM COVER OF 1'. WITH 18•
OPEN SPACE AREA:
an AG (NEIN °F), OW IMPERVIOUS
Z
GENERAL NOTES
VERTICAL CLEWANCE MINIMUM FROM OTHER UNDERGROUND UTLTIES AND IO FEET
HORIZONTAL CEWANCE FROM ALL OTHER UTILITIES.
PNARNR
19 LOTB .Js ]t AC T35STi B<
V
Z 7 4� V
Z
PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS OF 80
PHRASE 1'
19 LOTS -t]MAG m)ta SF)
W
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY AND THE STATE OF
NORTH CMOLIMA STANDARDS ANN sPECNLATONs.
PSI.
-6 i
it LOTS � t)n AG R761018Ft
Lu yM11
2. AND TOPOGRAPHIC TANFN FROM MAP, BY RISS. NIXON t
GENERAL
ACTUAL ITY. DENS
MAIWIIY pENST'. (REOUIED PER ISAELxA
'12DWAC
IOWAG
V
BER 2a,7KN
KENNFM, NC.. DATED SEPTEMBER 20. 2015.
KENNEDY. DATED
ALL WATER ANO SEVER MANS WITHIN PUBLIC EASEMENTS AND RIONR-0F-WAY TO BE
OWNW. OPERATED. AND MWM
NTAHED BY E PUBLIC AUTHORITY.
3. PROVIDE JO' STANDARD CONCRETE CURB AND CUTTER ON -SINE
{ TREE 51411 BE LOCATED WITHIN ARIGHT -OF -WAY OR WHIN FIVE FEET Oi A
ALL CONSTRUCTION SNAIL FI TTI ACCORDANCE W8711 THE TOWN OF CAitY Mp THE STALE
K NORM CAROJNA SPECIFlCAlIONS.
MN LOT WA ,,(REGI.WRED)
YNYUM LOT eME (PROVIDED PER ISAEZ-i1)
YNMLY LOT (PROVIDED)
BG ESO Ip CGWWE
1]600 ei
17bt BF
Z - ¢ ��
r
SI
SIOEWALX.
ALL TO ARC MPROKNTRACTRT&Y LOCATION AND
UTILITWED
SIZE
AVERAFE LOT SITE. (P110VOEO)
YEIMLY LOT YPERVIO(B.
I -v
]WORE
- I = W 2
x
S. M HR FALL 0< IDG1F0 YSIILN TM FEET O A LIGHTING lMA1ION.
TREE PROTFLTW
H BE C KI IN
OEI'lll TO BE CONFlRHAm IN FIELD BY CONTRACTOR PRIORI TO CONSTRUCTION. NOTIFY
R PRIOR CON
ENGINEER OF ANY DISCREPENCY,
BULDIq BEIBACKB R1D
7
e. ALL FENDING SHALL BE NANTANED UNIL ALL SITE WORM 6 COMPLETED.
THE PIOICNG SAL BE REMOVED MNEDYTFLY PROR M THE FINAL SITE INSPECTION FOR THE
CarmcA7E OF OCCUPANCY ICO)
BEFORE CITING ANY CONSTRUCTION OF IMPROVEMENTS WENN ANY MUNICIPALITY OR
WDOT STREET OR NOWAY RIGHT-OF-WAY. THE FOLLOWWG PROCEDURES SHOULD
11OROOpIFARE
COLLECTOR.
M
M
]. Al WORK MUST COMPLY WITH NORTH CAROLINA STATE BUADNG AND HANDICAPPED
BE UNDERTAKEN.
OTTESTIFF
R 'S-
BOE:
M
ID
o
ACCESSIMRY CODE VOL +C
MUNIC RCM -OF -WAY - CONTACT LOCAL AUTHORITIES TRAFFIC ENGINEERING
RUR
a
e. ALL SERVICE TAPS TO SPAL TOL-ERMINED WATER SEWER IVES ARE ALLOWED
EPT
D. FOR INFORMATION ON DETOURS. OPEN CURING OF STREETS OR FOR ANY
CONSTRUCTION WITHIN ROAR
Q SES
ONLY AFTER OBTAIN A WNG A SEPARATE PERMIT THROUGH THE WSPEC7ION5 AND PERMITS
DEPARTMENT (IIP). PERMIT MPLICATONS MAY BE OETANED FROM N9 (919-189-1340)
-CF -WAY.
WOOF RMHT-OF-WAV - CONTACT PROJECT ENGINEERS AND MAN ALL PERMITS
YAAILM IEIOHHT
M
M
W
OR ONLINE AT
MO ENCROACNM[Ni5 CRO55-CHECK PINS 'MIN SPECK PROVISIONS, KEEP
WATERSHED.
.IONDANUKE
9. THE DEVELOPER SHALL INSTALL STREET BLADES N ACCORpAMCE WITH SUBDIVISION
COPE ON CONX N RTE ALSO CONTACT NCOOT DISTRICT OFFICE 21 HOURS
N ADVANCE BEFORE PLACING CURB AND
PROPOBEOOENlIOED AREA
tS.9 AG
ORDINANCE PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT
GUTTER.
10. ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE RETIRE NDNIDUAI PERMITS
THIS DESIGN MEETS ALL CURRENT TOWN OF CARY STMOMO SPECIFICATIONS AND DETAILS
OPER SPADE
FROM THE TOWN OF CARY INSPECTIONS AND PERMITS DEPARTMENT.
EXCEPT WHERE SPECIFICALLY NOTED BELOW:
REOU FED ED (NCL. COMMUNITY WIHERNG 6PACE1 2.51 ACI (bE>Y BFI
11, A, VIKFTY OR OTHER PIPES. WANG. CONWITS, CABLES, AHO FIXTURES. INCLVONG BUT
NOT LIMITED 70 ELECTRICAL GAS. TELEPHONE AND TELECOMMUNICATIONS LINES, F13D
OPTIC CARIES AND THE LRc_ SHALL BE INSTALLED UNDERGROUND. EKCEPT FOR
10C OREEHAAY EASEMENT
PH 1 M? TOTAL
4WIF 0EF I -
TRANSMISSION
TRANSMISSION LINES WITH A VOLTAGE OF 115KV OR GREATER. OR N SITUATIONS WHERE
SUCH HACEENT Is PROHIBITED OR DETERMINED M BE MPRACIC.LL W THE TOWN
O.JAC OAC O.JAC
COUNCILA UDICK HEAVING
GRADING NOTES
MALK_KPARKIa AULIENLEC
bbb W b
12. ALL STORY GREW FRAMES. GRATES AND HOODS SHALL BE STRIPED wH1
REOURED ala9 MAILBOEB' 2EPACES)
2SPAOES INDI. I11G1 Wr is YNUIE MAK
N. F .]
'DRAINS TO RHEA* M ACCORDANCE MIN 70NM OF GARY STANDARDS
I. CUT ANO TEL SLOPES TNT ARE 2:1 OR SHALL BE DARN
PRDVDEO
]9PACEE(NCL INC)
Z Z BIS
A SUIT
SLOPE REIEIRISL DEVICES ORA SUITABLE COMBINATION OF PUMFIWC
ATTON F
iOTEL PROUECTSEWER FLOW'.
F
ANDRETEN
M0 RETENTION
A DEVICES. SLOPES GREATER THAN 3:1 TSTILL NOT BE STARES
DARN NRF MASSBUf MUST BE STABILIZED WITH VEGETATION THAT REOUPE9
LOTS. MI L01w X20 GPDLN!
I12pOOPD
CONSTRUCTION NOTES
M IENV C WFEFF1VG LOVE GRASS RED FESCUE OR OTHER APPROVED
"" "L Mr..
E7.
VARIETY. (pWIQ PART 2. SECION t. (C) OF 71E
PROPOSED UTILITY TAB.
LT
I. SANITMY SEWERS SHALL BE LAD AT LEAST 10 FEET LITERALLY FROM E%6TNG OR
2. EACH LDT IS TO CLEARED INONCUALLY ATEA THE BUILDING PERMIT IS ISSUED F
WATER. PINBE 1
• a • IWfl f FOP LEAP FLw
PROPOSED WATER MANS UNLESS THE ELEVATION OF THETOP OF THE SEWER IS AT
lf.ASi IB' BELOW THE BOTTOM OF THE WATER MAN WITH A HORIZONTALES SER IS AT
MULTIPLE LOTS ME W BE CLEARED SIMULTANEOUSLY ATEA THE BUILDING PERMITS
ARE ISSUED MD THE COMBINED DENUDED AREA IS OVER 12.000 SF. AN EROSION
CONTROL PIAN WILL HAVE 70 BE SUBMITTED 'LA0 GRAlWNG PERMIT ISSUED BEFORE
PI 2.
TpTAL
21 STATARN I FOR COAMIMTY
13 GATEMNG JPACE B I FOR
OF AT LEAST 3 FEET.
TE CIFARNR BEGMS.
SEWER PINSE I.
Pr a x'
19 IIGNLOCATOW
x1
2. WHERE A WATER MALA AND SANITARY OR STORM SEWER GROSS. MO 11E VIIRIfAL
3. THIS PROM FOT HALL MEET ALL OF 711E REOURDAETS RELATIVE N BEST MHANAGEMMENT
TOTAL
a
SEPARATION 6 LESS THAN 18 INCHES, OR THE WATERLINE PASSES UNDER THE
SMARMY SEWER. BOM THE WATER MAN AND SANITARY SEWER SIU. BE DUCTILE RON
PRACTICES AND ENGNWED STORMWATER CONTROL STRUCTURES AS OUTLINED N
ME TOWN OF CARY' LAND DEVELOPMENT ORDINANCE (CIMPTER {. PMT 4.6, LDO).
REGUYED WATER:
0
-
PIPE, EBNA DIT TO WATER MAN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
PROPOSED MPROVEMENB
BEE E AT TPONT OF CROSSING.
STORMWATER NOTES
3, SAWTARY SEWERS SHALL HAVE THE 70P OF THE WE AT LEAST 21 INCHES BELOW
PUBLIC ROAD IMPTNEMENTS.
PHI 1 L�L2 TOTAL
to 3
THE BOTTOM OF STORM SEWER PIPE WHEN HORIZONTAL SEP,AATION IS 3 FEET OR
1. WATERSHED CH DENSITY DHOW' ({) SAL TSS WETPONDS USED AS
LOCAL STREETS'.
ZOe1 tP I- SISI UP
�
LESS FROM EXISTING OR PROPOSED STORM SEWER WHERE A SANITARY SEWER AND A
SEWER CROSS. AND THE VM SEPARATION 6 LESS THAN LACHES MAIM
S PER NCEQ
PRMMY SEES PER NClO STORUWAIELR DESIGN MANUAL
FFEUIE.
PINI PHi TOTAL
` m
THE S THE IS ABOVE THE STORE. 711E
O
71E SAWTARY R SHA THE STORM E ION IPE WITH
SNWIIRV SEWER SHALL BE DUCTILE IRON HPE WHIN A CONCRETE CRADLE INSTALLED
{IES tF xtN tr M06U
S
O =
HAVING A V CLEWANCE
WATERSYSTEM YPROVENENIe
PHI ftil TOTAL
U
{{
t. ALL M NNOE TOPS ME TO BE PLUSH WIM FINAL UFT OF ASPHALT OR T.0' ABOVE
f DP WATERI.NE.
f DP WATERLNE
AR LF OLF 10 OF
1Y lF AIS LF SM OF
H. U)
W
j`
GRADE ON NATURAL GROUND.
TOWN OF GARY LIGHTING
TDP WATERLINE
ITNLF V -U
(-
5, ALL NORTION SPIAL BE IN ACCORDANCE WITH TIE TOWN OF CARP AND THE
NOTES
IT DP WATERUVE
210 LF OLF
3 O
EO F
STATE D NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
if fA WAIERLNE'.
-­UFI
YI U 0 U 131 LF
C Z
STHT PELT WILL BE RESPONSI OR ALL INSTµLAION COSTS ASSOCIA70 WITH
5 LIGHTING ALONG PROPOSED MJAC0 SHEETS. AWI 7110RJUWFARES
N
AS - REED Ppi TOWN OF CARY PGIJ[Y STTAT . N0. 13. PER $TALL
SAN SEWER MPIIOVEMENTS.
f°M BEWER.
PN t ON 2 TOTAL
2112 LF 1]99LF 4
F
C
CONTACT PROGRESS ENERGY AFTER PLM APPROVAL MD PRIOR 70 CONSTHUCICN W
ORDER M DEVELOP A SHEET LIGHTING PWN FOR TE SRE/SUBDMSION PLWS.
(I--)
1•&W SEWER. (FORCE)
373SLF OU JTJFU
fx$)
RECLAYEOWATERYPROVEMENB
Our
O
i
i
ZONING CONDITIONS (R-12-CU/15-REZ-24)
7�
1. LAND USE SHALL BE LIMITED TO A MAXIMUM OF 50 DETACHED DWELLINGS (1.1 DWELLING UNITS/AC)
4
`L}3
MINIMUM LOT SME SHALL BE 17.500 SRME FEET
Logi}!1
i
c
17 -DP -0726
W
Approved by the Town of Cary
Development Review Committee
Q
Planner: Date:
o
WETLANDS EXIST ON-SITE ♦H CARO
NO FLOODPLAINS EXIST ONSITE
PR IBIS �RY
NOTE: ALL CONSTRUCTION ACTIVITY MUST BEo cIN Lu
IN ACCORDANCE WITH THE ACCEPTED W 0
POLICIES OF THE TOWN OF CARY AND NCDOT
yU
TOWN OF CARY PROJECT NO. 17 -DP -0726

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71Q % OOCIr110N QMIrDN M
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NO
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335' PECAN TO RD"
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NO
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TOWN OF CARY PROJECT NO. 17 -DP -0726

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M 1.47(25)(8.31238'
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Y-60 mph (Poeted 55 mph)
Right Tum (Linklnq Lett):
d-1.47(23)(6.51573'
Lett Tarn (LPokn9 N,M).
d-1.47(23)(7.5)-662'
WETLANDS EXIST ON-SITE
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WETLANDS EXIST ON-SITE
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0 1 IAKE e i
CCESSIBLE PARKING R7-B(A/O) REFER m DEEAIL BRAMIWE �yT =y AH'ARt4 RUri'EA r j
POSTED DESIGN MAX TANGENT CENTERLINE 25 MPH SPEED HART R2 -I 24130• _ ..0 20 ION2 1'
ROAD NAME STREET SPEED SPEED (Fn RADIUS IF1f TDAP BARRICADE SFE DETAIL SM C51 �' E V
CLASSFICATION `(YVe�' DO NOT ENTER' RS -1 30'.30' '2' BUILDING
(MPH) (MPH) MIN MIN PARKING RESTRICTION R21 -7A 12118• , �, 2�/£ r RESTRICTION UNE a
RED'D PROV'D RED'D PROV'D (5HAt1 I2FA0 wL PARKING ...-.to
15 wNUTE UMR7
JOURNEYS REST LANE MAJOR LOCAL 25 25 500 500.00 200 200 1 + a
2. ALL SIGNS SHALL BE PR[SWTICVERB SHEETING PER CURRENT BOTTOM
AND
DESTINATION DRIVE MAJOR LOCAL ZS 25 500 310.95 2(10 200 ON 3LB WITH 7{T wN. VU -C AL CLEARANCE TO THE BORDN DFM SIGN
HAVENS EDGE COURT MINOR LOCAL 25 25 500 203.93 200 200 ON 3LB DALVANI2ED STEEL U -CHANNEL POST SET m 3FF DEEP v I2N OVA
CONCRETE FOOLING.
EX. BARGEE ROAD MAJOR LOCAL 25 25 500 WA 2003. WA MEET NAME SIGNS SHAUL ADHERE m THE REQUIREMENTS FOND IN THE
EX. LEWTER SHOP ROAD THOROUGHFARE 65 50 WA WA ••• WA LATEST EDITION OF THE MUTCO IN REFERENCE TO PONT. LETTER HEl(art,
'•- REFER TO AASHTO COLOR, AND LETTER CASE ALL STREET NAME SIGN DESIGNS SHALL BE
RENEWED AND APPROVED BY THE TRAHSPORATON AND FACLBES
DEPARTMENT PRIOR TO INSTALLATION.
4, ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PRWECT SPECIFICATIONS.
MARNIHG
.I-
PARKING
I-PARKING SPACES -- W WHITE
PRE LANE -- NN REO
DIRECTIONAL ARROWS 1205.08 510. 'MITE
HIGH- ISIBLTY CROSSWALK 1209.07 SID. WHITE
STANDARD CROSSWALK 1205.07 STD. WHITE
STOP BAR 1205.01 3RD. WHITE
EDGE ONES 1209.01 41N WRITE
EDGE UNES 1205.01 AIN YELLOW
PAINTED MEDIAN -- AN YELLOW
5. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR
PWkING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD -RESIN TYPE PAINT.
LEGEND 1''
U
W
`
17 -DP -0726
CONCRETE
Approved by the Town of Cary
Q a
U
1•THICK 9000 PSI
Development Review Committee
O
MEA",0UTY CONCRETE
Planner: Date:
0
OH
LjB•
`NICK 9000 PSI
ITISPHA SUPER TRAIL
TYPE SFA54 PEP NCOOT S`ANOAR05)
TY ESP SAVERNCOQT
WETLANDS EXIST ON-SITE
C A ROM
F ES$1
SEE DETAILS ON SHEET C56
NO FLOODPLAINS ON-SITE
PR L yRY
E]
NCDOTSUPERPAVE IPSWIOEI
T ECSC (TYPE -S 1581, a' BCBC (TYPE 119.OB), 10' ABC
EXIST
.COOT SUPERPAVE (i:- 6' WIDE)
�q
3' BCSC (TYPES 9. SBI. 4'scac (TYPE 119.081. S' BCBC (TYPE B 25.06)
NOTE: ALL CONSTRUCTION ACTIVITY MUST aE
W N
IN ACCORDANCE WITH THE ACCEPTED
SCALE IN FEET
W
POLICIES OF THE TOWN OF CARP AND NCDOT
T
-
0 20 W BO 120 1.
TOWN OF CARY PROJECT NO. 17 -DP -0726

LEGENDRe,ac cN .TAtH RoWCLUn, Te01. CONSTOCURB �i 80A ceu'S \
Cwva • L.n91h 1Mdiw
une R L.n91n DIeeARgn \
W
THICK
µ RETE Cl 139 by 20000' Ll
�( CK 9000 PBI 0 14.37 500.00' L2 700]3' S5Y10'S .a9w I'� f - \
u 190.:3' S56w'mw9w ':A •0.,.. \
-CONCRETE G RECEFIACLE
6TMCK 9000 PSI Ca 199.))• 200.00 U 5395' 85602'2t.T3w BOLLARD (2
_ L5 ]0m. -wce a,.. \ � EIS' O.C. ':•.,�, a \
♦ ..� ASPHALT TRAIL C3 171 Ee 200.00• U 230.51' SA1n2.31w \1r '-F
♦ E3
MATCHLINE'A' D2 SUPERPAVE ASPHALT c5 n6. o' zaaoD 1
�j♦ TYPE SMSA PER NCOOT STANDARDS) C) 107.18' 300.00' L7 110."' B 22.2].Nw \ \ •, 1 \ \ „
SEE OETALB OX SHEET Cie\ \ 1
♦ ❑ N S16'13'OB.a6'E
/'�"]5' 1TJWN OF GARY z
.♦ , \ 1I11Lt1Y ARD e.i v •5 n NCOOT SUPERPAVE l>6 WIDE) d
im^� �. l➢ 4111' St 615 �..e'E ` R3'. IYP.
\ \�Pprj1NE 6ME - - \ • S ECSC (TYPE­S 9.587.0' ECSC (TYPE lig )� 10 ABC t ` / \ ` y '; \
\ f ` RCOOT SUPERPAVE(< 6WIDE) LID N.9a' BM55 JB..Iw
}0' ZpNE I 1 e _ -moo T 9CSC (TYPE B 9 58). e' eCBC 111PE 119.051. B' SCBC (TYPE 51,I) Lt t 15.09' NSS25.0]-0)w , ♦ ♦ \ `\\
\ 10' IDNE 2 ' /+ • 'r^^ "•^\\ \ L12 170 S172 5.2
/ `� Q' .. ". •\ \ / b 1�
50' JOR6W IAIfE - 1 \ II P>j - \ ♦ �/� C m H
RIaARbw BUIFER \ \ �T- __ A \ ♦ ` LIJ 101.2]' S)J"'51.31w --- ' ♦A\�t(��.� \ z V/ 10 u^1
/_"+ L14 20.93' B)6J2'52.18w
�J i \ Y ♦ \ i PARKING INSET - ♦ ---- i ?. 9y� W = m
A iA. /2TOWN -CARY I i i.. ! i . 'a _
Mr
I /\ + ``V���1 ♦ SCALE. I--20' -\ \'� W�_ W
/ 10 10EE 6147 1 i Y PCNA\ SCM - , i I ♦yt ZO PRNATE \ - I
v •.°e '° / ` `\`r •' `�� ACCESS AND/{/cl, 1 DRANJAGE ESNTI r
-� PRNATE SCM` SEiBACK. TIP. '\ ` \ P ..i \�'.\ v 2
ACCESS AND _"_L/-1 ` I 1 \\ n 1
OPAN4GE ESMT / % ` + I 120' TOWN OF GARY \ ♦ ♦ e., w 20 PRNATE - _ I F 1. ......,,•, T >. \ Z Q
`♦ `r- AND
`�♦ ice\ DRANACE EBMT a ) I _ IS'12)fi SIGHT f. \ ♦ N .v � W
[FELINE ESOT \� �"+` \ ` / '" I i I I i 1115TA1C! `
rr`t.- `I i__t ,.,. l �'•yTIRr� \ .. .w 1`\ \\ -- pVZ NOZ
/ / r
I / I ``. n r 1p 1. ry I 1 ti. l- \ r� N 2
WETPOND TN + I `. \ r re. •-'1'40 - -J 2 BUILDING
/ S �./ I- W
I
\ I 1 1 � �!
/ , 1 ♦ �. 2PRIVATE
DRAN4CE ESAR RESTRICTION LEV 3X10 • °'-` 20 LANDSCAPE AREA
`i
20, FRONT I _-20' 7ONN OF CARv`-- r_-' I 5 r� �-•�� / PUNTED TO TYVE B \ 1, ` STOP BAR m =
TO•A'II OF CARY ` \ 1 SETBACK. TIT. I� ,+ PIPELunurINE
AN I / I vl �.es �.. I A `�r1♦ .. r -- ---____ STANDARDS\ 1 y AND 51(RI W T Z
/ -V78JIY AND `2 1, I / I PVEIAIE ESLR 1 I 1 1 �W-----END 50' PUBLIC R/W '� i L; roves, 4 v,
/l PTELNE ESMT / 1 I I 'BEGIN VARIABLE PUBLIC ,A Z Q `�
_ 25' REAR i I I m21 zr I ' i 1 j `� /P ., w.. Y q ` ,r ..__�__�• 1 I �r V I O V= Q
/ r SETBACK. 7YP, / I + 1 oaJ Ac I / r \ !, '-�O U
�' `... COORDINATE
NR DIEITTNG TREES Gnon
/ l ' I Ill Lu
1T� 1 /e� w � V n Lu
r-6' wIDE ASPHALT PATH PICNIC \ >71 . U
I I I AA II f \ ` +x,'.10 (I MUST ABEEAADA CO.PLIAMn I 0 R�
------ R,9.5' I ; 1_iAVENs 5' co«c « •• i + :®,�' .� >
ISgEWAK. W.m
--r---- COVR--,E w srO coXc
T � / m
- "-- a ( HOLES)
3p
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<I er r / � ` -. _R25`• ° aaepORw / 4 enc_Tw -_�� ,» � - ASE � ---` 3
'--- .F /1 _ ----, EWTER
t • m� {� - - _```� ( I ` - - COMMUNITY GATHERING SPACE LE111ER SHOP RCAD
°° m _ 1 rvA. r` PHAS E / 512.OD
-----. ` R25' ., .... a. ,`: ,- - - \ - _ i (1.JOi AC) W..i,rg / BARBEL ROAD
`\ \ -' _ - i IO' PRNAIE SCM � L I1 �_ �C I
\\ ♦ ACCESS AND _ -_.�.• /
``\ ♦ DRAINAGE E94T S. / rm� �^1�,1x00 \J ® / - \� `209452.}0
S�EOR3 �B � �jy •.•�` m
\
t STREET c
^-
` \ 25' TOWN OF CART `` �' 7 'A' PUBLIC R/W 91• _ _ _ _ .A , SlpiT dSTANCE 40 1 ttP 'A• SHOP ROAD •.� ;
U11llIY ANO i / /- - ---' I / r �t , (S t 11 r zu I 7YP. ALONG LEY/IER SHOP ROAD 888
8p p8
\ \ \ PIPELINE ESOT ___e5-- / I `_--_ T] n O BE
I I �j EOT Ii UO
`\ 11we , / I / I '- -) '+ ` $ i' 1
INSTALLED FOR PINS! I I CS:G, ttP. / a O
-TEMP. BARRICADES N DE JO' Sip COW 1V
TEMP. BARRICADES TO BE 1 k I I• M1"
\
INSTALLED FOR PAUSE 1 ABPRALT S1REEE-SIDE TRNL
ZO' PRNATE-' I A I (REFER TO DUAL SHEET C5.6) �!.' ' XCOMAUNMA]r0eb v+ d.r
-------------------- a
^/ r 1 1 DRANNCE ESME 1 WETLANDS EXIST ON-SITE
' ` \ / .�.• .err DPDc MA.Yre/r
I _ / �\% I 1 slcHr DISTANCE [SMT 1 _ _ _ �>\
dI I 1 ls'rz()���1' SIOR"STAICE�-• 6
It. i _o: IORNEWAY ACCESS FOR P-"."� �-���v � � r______________________ II /' ,� / ',i NO FLOODPLAINS EXIST ON-SrrE � o
o.a2 K / r/ 1 r FROM NA ELLNS EDDDIE xTt i. (TICIC YP. o E7 - / /• b`v • / / _. z
r 1 COURT AND IS RWWI I 1 1
Tel BE OUTSIDE SIGHT 1 '�...�._,. 1 OF t0' TRAILI
7 ____J , L___________________________- , ,ue.AuCE_ES1Q-------------_----J - 1 N NSICIIT \ NOTE: ALL CONSTRUCTION ACTIVITY MU ST BE z c
IT 3' Tuw OF GARY , S:
__--_------ s DISTANCE F91R STREET LIGHT POLICORDANCE IES OF THE OITH THE A
WN OF CARE AND NCDOT c EID
W x
ESNr . TYP. S x
I
-/j- /� / _' TRAFFIC CONTROL NOTES = 00
'10 • \ \\ ' \-- r 1 A / �t �' y + 110 1 SIGNAGE ONCE WITH THE MANUAL ON UNIFORM ¢ • C
� pALL SITE SHALL. BE ICGOR
', \ \ \\ \ \ I 1 / 50' PUBl1C R/W I /^ \•`�� �• ':'' / $' TRAFFIC CONTROL DEVICES (MU20) AND NGDOT Sr•WOARDS 4Z w
wnn STD. SAZE c Z J II
I \ \ I �. / / yT STOP R1-1 21'x26" CI a
IA \\\ \ f + t, ^N ` 'ft- ACCESSIBLE PARKING R7-0(A/D) REFER TO DETAIL W
25 MPH SPEED UNIT 12-1 24:70• m
\ \ TEM BARRICADE SEE DETAL SHT. C5.1 O
``\``'1 \\ I I rA' / `� / b0 HOT ENTER' R5-1 70'.30-
/ DRNtwAY KCESS FOR LOT 39 9 '� ' , / / PARKING RESTRICTION R21-)1 tYrt9•
I SIGHT OISTAHCE ESMTrO BE O��� 'P^I 7S' `tel BEAR/ -. / :SHALL READ 'AWL PARKING
IS BEGURED
25' TOWN OF GRt \\ 1\ \\ DR4�1A4.iE5Y�f1 1 / I /1" / SETBACK. // •.' �Q5 M.N 5 MINtfIE WR')
AND2. ALL SIGNS SHALL BE PRISMATICVERT ALLELIC PER CURRENT MUTCOBOTTOM
AND
\ ON NTED WITH GALVANIZED
MN. VERTICAL E]. POMC[ TO THE BOTTOM OF THE SIGN
\�PTEUNE ESMT '1\ '1 �n ` /f� I ! `v `` 1iw35K , aAf ON CRE GALVANIZED SlE£LL U-CINNNgL POST 5[F IN 3FT DEEP n 12N DN.
° / -/ CONCRETE FOOTING.
�II ,'
}. LATEST NATE SIGNS SHAT. ADHIR! TO THE E TO FONT. L FOUND N THE
LATEST END L OF THE MUTCD S REFERENCE TO FONT. LETTER HEIGHT,
BE
COLOR, AND TETTER CASE ALL STREET NAME SIGN DESIGNS ITES BE
.11. Ac ro \\ I --" - �t� / ° P�,e e \\ q , / DEPARTNEWf EMEWED AN>RIOR TONSTAALLA 1ON. THE SPORTAnON MIND FACIU11E5 z
\ w' 16 4. ALL PAVEMENT DS AND THE
BE IN PECORpAOE WITH 111E MU1Co ANO O
``y'----- NCDOT STANDARDS AND THE PROJECT SPEQRGlI0H5.
SIGHT DISTANCE CALCULATIONS
E55 ANO rl. s.1 `3� I Llt - 2p app - -,V-� / `` \ ` '• MARRKING SPACES NCDOT STC. SNE- GO1DR H
r- l DRAINAGE ESM: r , `` ��' _ I� to \ \\ //7. .// d-1 47h RPE UNE ___ 61N RED 2
ARROWS 120508 STD. NIIC Z
,` `\ 1)�T � >P wlW.ed.X9M me<nMe (x) RICH-as�Ltt cRosswALx 120.07 srp. wIITE �
:i
Nom_-- . ,: �B• t.gop nme (t.c) t 5 sec
SSTAHDARDTOP BAIR CROSSWAX ']OS Di SD "ITE -
v .. �•" .r' 1' a-,2,.. v-d,,I, a d (mph)
w asc 1 1 AN WIfiE i
----- Jcumlya R1ri Lnn. Ond Jovnlyl Rwf Lm.: v.2S mph (Poi 25 mpn) �E LINES 2050 O
1'E/uN05 / J, d1 I j - ✓/ ' 1018% / EDGE LINES 1205.01 NN Y LLOw
1 •+' _ - I I I 2e.]S' BOC-EDP PAINTED MEDLAR NN YELLOW cn O
RIM Twn Laohn L.R 0-1 AT 25 8.5 -239'
// 19.5' 01 OF 37' B-B) 9 ( 9 ) ( )( ) 5. ALL PAVEMENT MARKINGS SHUL BE THERMOPLASTIC TYPE DLCEW FOR f
Coll
LAB Tum (lPokleq 94M): d.I.4](25X).S}275• PARKING SPICE WHICH MAY BE THERMOPLASTIC OR ALKYD-RESIN TYPE PANT Z
11 // i R49' / • -//-
SID. TYP. I I I I I /,'v Joumeye Rett lane and DtzhhIr oA Ori.: -25 mph (Po.IW 25 mph) E
✓ Rte"�110' sTOE ` ` ,�$ RI9ht T. (L .g LSR): d.l.47(25)(9.5)-239' Z
.JO' STD CONC I I I ((��--+r--SETBACK. TlP. / J 30' PUBLIC R/W LANt Twn (LcRWn9 RyAt): d.I.17(25)(7.5)-2]6' O
c:a ttp. 1 I 1 ' 17-DP-0726
' I 1 I I 1 20' PRNATE�� \ / //! -Bp' PUBL'C R/W Hovene Edge Cow! andOetUnanon OIHe: v-2S mph (Potted 25 mph)
Ca" STD . i I I I 1 I DRAINAGE EM ( / / ,: �' Right Tvn (L..Ln9 LH): d-1.47(25)9s)-x39' Approved by the Town of Cary a
CaG• ttP. I 13i I 36 I 2� I LA1t Tum (LA,kInO Right): d-1.47(25)(7.5)-278' Q U
WTaPDXD /3 / 1 ) a 1 1 \ \ / , / Development Review Committee
3/ I I I I I ` )\ . ��• Dertlnotlon Delve and BQb.. Rood 80 Posted 55 O
I 2 rf I 1 + R19M Tvn (Loohn9 LeH): d a) 71(25X8.5)ls 1: z
RJ D, , k I I X11 `�O Planner: Date:
------. I t z�f Twn r 1. 5 z
1
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___-_-_'
-tTi` � / / P A TRVCO RL C ROl
ROAD NAME STREET SPEED SPEED IFn RADIUS (FT) � H ESSr
15TH' TOE ttP. r,-: �, =' \t ___ /� , err / CLASSIFICATION (MPH) (MPH) REOV PROVO REO'D PMIN
ROVO PR �Ei l yRY
17
MERavV '., \Y/ --��1--I S"r•, (¢„ JOURNEYS REST LASE MAJOR LOCAL 25 25 500 50000 200 200 +c NE'
t ,r e - 7 DESTINATION DRIVE MAJOR LOCAL 25 25 500 340.95 200 200
20' TYPE 'B' c. e
HAVENS EDGE COURT MINOR LOCAL 25 25 500 203.93 ! 200 100 L e M
BUFFER. ttP. z• ° , • H
EX. BA RBEE ROAD MAJOR LOCAL 25 15 SPO WA 200 WA W
2gp 7yp, ' " , / , ` B7 ��P„ , EX. CENTER SHOP ROAD THOROUGHFARE J5 50 WA WA '-- WA SCALE IN FEET LL T
/ 1
TOWN OF CARY PROJECT NO. 17 -DP -0726

11
\ ~ 345' BUFFER SPACE
I \
I \
\
—'----'T---------1 III I /nom" I
\ ---__
I ' UOURNEYS
EST LANE
li WNW
I
I
I
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GENERAL NOTES
t. ALL MATERIALS k CONSTRUCTION METHODS $HALL BE IN ACCORDANCE WITH AND
CONFORM TO NCDOT STMIDARDS. DETAILS ♦ SPECIFICATIONS.
2. CONTRACTOR STALL ADHERE TO ALL WORK ZONE SAFETY STANDARDS k INSTALL
TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE CURRENT EDTRON MUTCD.
3. CONTRACTOR STALL COMPLY WITH ALL OSHA REGULATIONS PERTMMNG TO OPEN
CUT EXCAVATIONS AT ALL TIMES.
4. n,E SCHEDULNG OF WORK AND TIMEFRAME FOR ROAD CLOSURE ♦ TRAFFIC
DETOURS SITYL BE N ACCORDANCE M,TII 11E CONSTRUCTION SCHEDULE
INCLUDED ON THIS $MEET. ALL VARIATIONS N THE PROPOSED CONSTRUCTION
SCHEDULE SHALL BE APPROVED BY THE NCWT.
5. PRIOR TO CONSTRUCTION ON BARBA ROAD AND LEWTFR SHOP ROAD. CONTACT
THE TOWN OF CARP FIELD SERVICES MANAGER ABOUT THE DETOUR SIGNAGE.
\s
O a vP � BARGEE ROAD POSTED SPEED: 55 MPH
O• ♦\
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5ao------ - ----
LEWTER SHOP ROAD POSTED SPEED. 55 MPH
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345' BUFFER SPACE� // ♦ // _ ._ ___ _ ._ _ _ _. __
I00DOWN STREAM TAPER ♦ /
LEINTER SHOP ROAD POSTED SPEED: 45 MPH (WEST BOUND) 17•DP-0726
/ 55 MPH (EAST BOUND)
Approved by the Town of Cary
Development Review Committee
Planner: Date:_
k /
NCDOT SIGN SCHEDULE FOR BARBEE ROAD
Y' / 0
[/
!�Q
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
AND LEWTER SHOP ROAD CONSTRUCTION
LEGEND
SIGN
s
REF. NO. NCDOT SIGN SIGN NFORMATION
r FLAGMAN
t W20 -7A •FLAGMAN AHEAD•
• DONE
N PSIGN
2 VV34 'BE PREPARED TO STOP'
DIRECTION OF TRAFFIC FLOW
t� RECTI
♦
3 W204 'ONE LANE ROAD AHEAD_
\ ~ 345' BUFFER SPACE
I \
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\
—'----'T---------1 III I /nom" I
\ ---__
I ' UOURNEYS
EST LANE
li WNW
I
I
I
I
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I
i
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GENERAL NOTES
t. ALL MATERIALS k CONSTRUCTION METHODS $HALL BE IN ACCORDANCE WITH AND
CONFORM TO NCDOT STMIDARDS. DETAILS ♦ SPECIFICATIONS.
2. CONTRACTOR STALL ADHERE TO ALL WORK ZONE SAFETY STANDARDS k INSTALL
TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE CURRENT EDTRON MUTCD.
3. CONTRACTOR STALL COMPLY WITH ALL OSHA REGULATIONS PERTMMNG TO OPEN
CUT EXCAVATIONS AT ALL TIMES.
4. n,E SCHEDULNG OF WORK AND TIMEFRAME FOR ROAD CLOSURE ♦ TRAFFIC
DETOURS SITYL BE N ACCORDANCE M,TII 11E CONSTRUCTION SCHEDULE
INCLUDED ON THIS $MEET. ALL VARIATIONS N THE PROPOSED CONSTRUCTION
SCHEDULE SHALL BE APPROVED BY THE NCWT.
5. PRIOR TO CONSTRUCTION ON BARBA ROAD AND LEWTFR SHOP ROAD. CONTACT
THE TOWN OF CARP FIELD SERVICES MANAGER ABOUT THE DETOUR SIGNAGE.
\s
O a vP � BARGEE ROAD POSTED SPEED: 55 MPH
O• ♦\
i --__---t ---- I,
5ao------ - ----
LEWTER SHOP ROAD POSTED SPEED. 55 MPH
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345' BUFFER SPACE� // ♦ // _ ._ ___ _ ._ _ _ _. __
I00DOWN STREAM TAPER ♦ /
LEINTER SHOP ROAD POSTED SPEED: 45 MPH (WEST BOUND) 17•DP-0726
/ 55 MPH (EAST BOUND)
Approved by the Town of Cary
Development Review Committee
Planner: Date:_
k /
1H CARO
PR L �RY
171, GINE 1
z
0
�a
Z�
� z
W Rt
SCALE IN FEET W T.
0 so 100 200 300 400 I
N
TOWN OF CARY PROJECT NO. 17 -DP -0726
WETLANDS EXIST ONSITE
Y' / 0
[/
!�Q
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
1H CARO
PR L �RY
171, GINE 1
z
0
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Z�
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W Rt
SCALE IN FEET W T.
0 so 100 200 300 400 I
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TOWN OF CARY PROJECT NO. 17 -DP -0726

TOWN OF CARY PROJECT NO. 17 -DP -0726

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4' Dir._..-aJD9
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17 -OP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726

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3
0
REFER TO SHEET C3.1 FOR STORM SCHEDULE 1H CA
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WETLANDS EXIST OWSITE c
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TOWN OF CARY PROJECT NO. 17 -DP -0726

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SERVICE W/1' METER.WER TYP
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wE z3 PVC SANITARY SEI I zo PRIVATE Approved by the Town of Cary 'a
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s3o (,:�] v $ . '4 j / ;' / Planner: Date: z
1
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20' TYPE 'e' rev - - IN ACCORDANCE WITH THE ACCEPTED W
20' TR WP. ® % �'-- 15" R.ow. POLICIES OF THE TOWN OF CARY AND NCDOTqLfSCALE IN FEET U
0 20 AO 80 120 180
TOWN OF CARY PROJECT NO. 17 -DP -0726

TOWN OF CARY PROJECT NO. 17 -DP -0726

TOWN OF CARY PROJECT NO. 17 -DP -0726

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N.
NCDOT C8 0168
NCDOT CB #167
351.90
348.50
348.95
199.54
15
TYPE III RCP
0.76
NCDOT CB 0167
NCDOT CB #186
35233
348.85
348,15
50.64
15
TYPE III RCP
1.38
NCDOT CB 0188
NCDOT CS 0164
351.52
348,05
342.45
153.25
15
TYPE III F CP
2.35
EXPIPEEN001651
NCOOT CS 0164
34631
5434a45
22
Will
78
EXRCP
295
NCOOTCB0165
NCDOT CO 0104
348,03
342.70
342.15
72.51
15
TYPE In RCP
0.76
NCOOTCB 0164
FES #163
3%16
342.05
341.75
39.21
24
TYPE l9 RCP
477
IAN 0162
EW 0161
327.80
324.50
31900
100.84
36
TYPE III RCP
SA5
POND OUTLET 0167
210159
317.32
312.53
31070
183.21
24
TYPE III RCP
1.00
y101 59
VI 4458
21#158
M9J8 0157
318.50
321.80
31060
30926
30935
10186
123. %
20574
30
30
TYPE III RCP
TYPE III RCP
1.01
257
WJ8#157
EW#158
30700
29740
29700
1916.
30
TYPE III PCP
2.09
CB MISS
CB 0151
333-6i
330 75
330 50
24 %
15
TYPE III PCP
1.00
CB 0154
CB #153
335.01
330.40
325.00
9271
15
TYPE III PCP
5.82
GB 0157
CB#151
329.Bi
324,90
32130
75.61
15
TYPE III RCP
4.76
CB #152
CB 4151
326.49
121.60
321.30
25.15
15
TYPE III FICP
1.19
C8 #151
CO 9149
326.29
321.20
318.80
179.01
75
TYPE M RCP
257
CB 0150
CB #149
321.35
316.00
316,35
24.83
15
TYPE 01 RCP
1.01
CB 0149
CB #143
321.35
318 10
315.05
102.37
18
TYPE 111 RCP
1.03
CS 4148
Mi.JB#147
320.48
314.95
30995
183.38
18
TYPE III RCP
2.73
M#JB 0147
SCM OUTLET #145
FES #146
FES #144
314.20
310.20
309.85
302 40
309 6D
302.00
3396
73.67
18
30
TYPE III RCP
TYPE III RCP
1.03
0.54
t=OT CS 0143
6WJ8 #142
350.71
345 35
34465
66 26
15
TYPE III RCP
1.06
MWJ8#142
CB#141
351.02
34455
33850
178.08
15
TYPE III RCP
4.52
CB M41
CB#140
341.29
331.80
331.55
24.83
15
1 TYPE III RCP
1.01
CB 0140
CB#139
341.29
331,80
319.35
201.54
15
TYPE III RCP
6.18
CB 4439
C80137
326.77
31915
314.85
74.03
18
TYPE III RCP
5.94
CS 1"38
CS 0137
323.02
318.95
31865
M97
15
TYPE III RCP
1.11
CS 4137
M9J8 #133
323.39
314.75
313,30
144.27
18
TYPE 111 RCP
1.01
FES #136
080136
314.75
31200
31095
4186
18
TYPE III RCP
2-51
CB 0135
CB 0134
M9J80133
C8 4134
WJ8 #133
FES #132
320.46
320.46
320.13
31085
310.75
1 3097D
31060
310 10
30900
2483
2499
5803
18
18
30
TYPE III RCP
TYPE Ill RCP
TYPE III PGP
1.01
2.60
1.21
SCM OUTLET 0131
FES 11130
310.60
302.50
302 20 1
55 75
1 30
TYPE III RCP
0.54
NCDOT CS #129
C811128
348.99
34400
342.85 1
31.18
15
TYPE III RCP
3.eB
CB M20
CB#127
347.73
342,75
338.70
120.'.4
15
TYPE III RCP
137
CB M27
C15012.6
343.59
336.80
337.05
6669
15
TYPE III RCP
2.32
080126
08#125
341.94
338.95
334 95
31,94
15
n R
TYPE ICP
6.25
CB 4425
C8 0124
339.85
334.95
324.65
208.93
15
TYPE III RCP
4.88
C8 #124
CO 0123
329.55
324.55
32430
24.83
15
TYPE Ill RCP
1.01
CB 0123
FES 0121
329.55
32420
321 00
181.59
15
TYPE III RCP
1.76
CB#121
CB #120
M9JB0119.1
CB#120
MFTJB #119.1
FES 0110
332.14
33215
329.11
325.40
325 10
1 32210 1
325.20
324.75
317.50
2743
4970
87.19
15
18
1 18
TYPE III RCP
TYPE III RCP
1 TYPE III RCP
0.73
0.70
5.28
SCM OUTLET 8118
FES #117
318.50
309.50 1
30900
92.66
30
TYPE III Fr -P
0.54
NWOTCB#116 I
NCDOTCB0115
341.15
33615 1
33490
8752
is
TYPE III RCP
1.54
EXPIPEEND41*11
NCOOT C8 #11!
33846
338.66
334.82
3764
/8
EX RCP
489
WZOTCBOI15
NCDOT 080114
339.76
334.65
33415
50.94
24
TYPE III RCP
0.98
NCDOT CB 0114
WJ80113
339.29
334.05
327.50
91.11
24
TYPE III RCP
7.19
WJ80113
Yl #t 12.1
Yl#1121
C6 0112
330.51
326.00
3274D
321.60
32290
37245
143.91
32.58
24
24
TYPE III RCP
TYPE III RCP
3.13
1.07
C8 #112
C8 #1 t 1
327.31
322.35
322.10
24.83
24
TYPE III RCP1.01
080111
CB#110
327.31
32200
32115
8523
24
TYPE III RCP
100
CB 0110
CB 0107
328.80
32105
31250
243. 15
1 24
TYPE III RCP
3.52
YI #1 9
CB 0108
317.00
313.00
312.75
22.64
/8
TYPE III RCP
1.10
CB #108
C80107
CB 0107
WJB0104
318.31
318.31
312 65
312.30
31240
308.00
24 63
94.91
24
30
TYPE III RCP
TYPE 111 RCP
1.01
6.64
CB 4406
CB #1%
311,05
306.15
305.95
24.83
15
TYPE Ill RCP
0.81
CB 0105
M -9J8 0104
311.05
30565
305.10
106.63
24
TYPE III RCP
0.70
MVJB#100
084403
31267
30500
374.65
49.64
36
TYPE III RCP
0.71
CB0101
FES #102
311.84
304,55
307.00
220.'.1
30
TYPE III RCP
0.70
SCMOUTLET#101
EW #156
305.20
29720
29700
3383
30
TYPE III RCP
0.59
RIP -RAP APRON SCHEDULE
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Depth
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rt
R
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3.27 343 0
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19 607
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158 157 I
1 I 298.8
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5
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22
22
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146
283 310 6
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5.52 3089
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Clean B 9"- 13"
130
4.60 303.7
27.576
14 I
22
CION'S' 6"- IT
122
15.13 3220
6052833
45
B
Cmaa A' 3- B'
119
4 75 3257
1659333
12 T
9
Clnnn A' 3"- 13'
1177.21
7 318.5
43 5%
22
22
Clew B' T - 13'
102
_8.69 W70_
53317 �-27
f
22
CWa D'I 6^-13•
158 101
4.14 306.6
24 82
12
22
ci-I, W 6' - 13"
TO MINIMIZE DAMAGE TO EXISTING CHAMPION
TREES LOCATED NEAR THE INTERIOR EDGE OF TREE
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG
THE LIMITS OF DISTURBANCE IN ORDER TO CUT,
RATHER THAN TEAR, EXISTING ROOTS.
WETLANDS EXIST ONSITE
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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17-DP•0726
Approved by the Town of Cary
Development Review Committee
341,38
Ni 48
341 32
3;142;
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=
REFER TO SHEET C3.1 FOR STORM SCHEDULE ,,, Planner: Date:
NO FLOODPLAINS EXIST ON-SITE
]1].69 318.06 348.05 - - -
NIT 62 347.77 348.47
348.12 7.67 }1].9)
3; .7;7.69 347.69
8.21 316.58
348.18 .316.19 348.48
/ 346.39
JOURNEYS REST LANE AND DESTINATION DRIVE DESTINATION DRIVE AND BARBEE ROAD
SCALE: 1• . 20' SCALL i• . 20'
PRNArz SCM 1
ACCESS ANO ` �.
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-REBOLDING "
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17-DP•0726
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Development Review Committee
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=
REFER TO SHEET C3.1 FOR STORM SCHEDULE ,,, Planner: Date:
NO FLOODPLAINS EXIST ON-SITE
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
TO MINIMIZE DAMAGE TO EXISTING CHAMPION
WETLANDS EXIST ONSITE
TREES LOCATED NEAR THE INTERIOR EDGE OF TREE
NO FLOODPLAINS EXIST ON-SITE
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG
THE LIMITS OF DISTURBANCE IN ORDER TO CUT,
RATHER THAN TEAR, EXISTING ROOTS.
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
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TOWN OF CARY PROJECT NO. 17 -DP -0726

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MH 270 ATE SWt2A ANDDRAINAGE esuT13' KP'x—urnm AND ALONG LEWrER SHOP ROADPIPELINE UK J,oGRE69A� MIT(TYP. 10 OFFSET OFF -TOWN OF CAMTRML RIJNNING SLOPE SHALL NOTEXCEED 5X OR GRADE OF ADJACENT% ----------- I ROADWAY. WHICHEVER IS GREATERLu LuAfPW 0 LU cc25' TOWN OF CARY33439334.22CESS ANDPARKING INSETSCALE 1' 20'cn omH 20' PRIVATE REFER TO SHEET C3.1 FOR STORM S Approved by the Town of CaryAGE ISIdT TO MINIMIZE DAMAGE TO EXISTING CHAMPION Developmert Review CommitteeTREES LOCATED NEAR THE INTERIOR EDGE OF TREEC- PROTECTION AREAS, THE CONTRACTOR SHALL CUT Planner: Date: zTRENCHES, A MINIMUM OF TWO FEET DEEP, ALONGTHE LIMITS OF DISTURBANCE IN ORDER TO CUT,RATHER THAN TEAR, EXISTING ROOTS. I AWETLANDS EXIST ON SIT7EPR U94RY]NO FLOODPLAINS EXIST ONBUFFER. TYP z_ [N�GTE ALL CO.-T-UCTION ACTIVITY MUST BEIN CC7 LC TEDPOLICIES OF THE TOWN OF CARY AND NCDOT
TOWN OFCAHYPROJECT NO. 17'DP'O726

i
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SHALLOW LOUD PLANTINGS
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L� DETENTION SUMMARY
11
BASINat
0.00
5&117
BASIN a2 Irlbw 0.83
141"
74.42
BASIN 02 - outflow
- 0.04
2484
1, BASIN 83 - Idbw
10.37
31.77
- BASIN 03 - 01
0.04
-'
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8.11
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0.01
_-__-_____-_
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I
SHALLOW LAND PLANTINGS ,
SHALLOW WATER PLANIWCS
-----
L - BERM sla.so uALH Fool
,' { PwE nzso
,
T,1 FOREBAY 2 - � rD
BERM 321 0O
SHALLOW WATER PLANLAN71 GS
`PR, _Iy� Q U,I = j� V
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A j
a a s
--------- - -` �\ Y' ` W Z g
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¢z
Z
WETPOND #2 Z 0 ° HW` Rn3
SCALE I- . zo' Q J 1 $ m
Idol Method Storm Evert Cb
2 Storm w StamT 010 Storm
49.70
5&117
1 52.40
74.42
05.01
93.28
2484
28.1{3008
-
r
iDNA
31.77
3610
�.... .
1.53 -_-._
3.82
5.92
1Y 25
14.10
18.99
0.05
005 -
0,27 -
7.79 . ...$.90 1 976
BYPASS 17.78 2265 25.00 28.40
_ Afl-tion Proodid! -32.37 -39.73 3{.50 -50.{9
\ - / The proposed attenuation Provided M the WIMPOnd PrOVid" enoUg i
stormwaW attenuation so that the 01 post -don bped dMchar" does not
INIC"d tha Re-dwNoped dieclurpe, and the 02, GO and 010 post-daNgpad
WETPOND #1
di dWge does not nosed the R 40 asnin9 dit chr9e.
SCALE I- . 20'
SCM 01 PLANTING SCHEDULE
Jill
SCM #2 PLANTING SCHEDULE
!
ELEV
NC
2
Ncl1 M9SCUS COCdAEUSSCARLEUSICASEMALLOW
1 'rFKFT
33
100 -YR WISE 305.88
CONSTRUCTION AND STABILIZATION OF ALL MEAS WHICH DRAIN TO R
r
iDNA
SMALLOW WATER PLANTINGS
Y O BOTANICAL NV.E
COMMON Wv.E
2, IF WET DETENTION BASIN IS TO BE USED AS A SEDIMENT BASIN DURING CONSTRUCTION. ROUGH GRADE PER PLANS. FILL
HL 1149 MAIMLUTEA
NOfE
SHALLOW LAND PLAMTM108
EF tOj ELA1PATORACELPMSFISMOSIS XX WE WEED
d -POT 2l OC FULL Bl191YI CONTAINER
HIC lOai/WBISCus COCC AEUS
SCAALETi ROA6EMALLOW
d' POT N' O C FULL B11911Y CONTAINER
- -
SIIALLow_-WATER 7M08
IA.
____.-..
SPATifR000K Lily -
2l O.0 FUl1 BlLMM CONTNHEH
ME:!M.gWRLUiEA
SA 108, SCIRP115 MOUNDS
---!r
,MimSTEM &AL ASH
_ _---
='
f PIT M' O.C. FULL BUSHY CCMNNER
•• SIDE SLOPE BELOW PROPOSED - MAY NEED TO BE
STASIUZED/REw'oNCED AS THE WETFONO TABES TIME TO FlLL
a' WIDE BERM CWROINATE WITH GEOTECHNMAL ENGINEER.
ELN. 321.00
3:1 31 -f"."_f:' t00-rR wsE J1e.53 J' W10E BERM 2.51
EIEV��- 8.1 ---- PAYE JI].50 ••2:1
FES 117 ]18,00 I •I I 1 •i.l FOREBAY 2 \
311
MAN POOL II ••/ \ ELEV.
IJB1 V- 312.S0
N 1.50 -PROVIDE CLAY LINER SINCE
SNIT , 9 5' CET'
CROSS-SECTION OF WETPOND #2
Nor TO SCALE
aNIRME NAME 18NOTE WET DETENTION BASIN CONSTRUCTION SEQUENCE
SHALLOW LAND PLANTWG5
EF 1 FLA PARYBADElfM3FISMOSIS
!
ELEV
1 UNDER NO CIRCUMSTANCES SHALL THE WET DEMVnON BASIN BE FINAU ED WHO PLANTED PRIOR TO COMPLETION OF
Ncl1 M9SCUS COCdAEUSSCARLEUSICASEMALLOW
1 'rFKFT
2,rOC FILL CONTAINER
100 -YR WISE 305.88
CONSTRUCTION AND STABILIZATION OF ALL MEAS WHICH DRAIN TO R
4. LANDSCAPING PLANTINGS SHOWN HEREON SHALL BE INSTALLED DURING FALL SEASON OR EARLY WINTER E POSSIBLE FOR
SMALLOW WATER PLANTINGS
- -
_ - - _ 3' N16EE �I!fFM
2, IF WET DETENTION BASIN IS TO BE USED AS A SEDIMENT BASIN DURING CONSTRUCTION. ROUGH GRADE PER PLANS. FILL
HL 1149 MAIMLUTEA
Y
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
PLACEMENT AND OUTLET STRUCTURE CONSTRUCTION SHALL BE IN COMPLIANCE WITH DETAILS AND WET DETENTION BASIN
SA 1 SGRPUS Ap1NSHAFUSTEMBULURUSH
rpor
24rOCIFULLENUSHYCOWAINERCONSTRUCTION
6.1
NOTES HEREON. IF THE WET DETENTION BASIN HAS BEEN PREVIOUSLY ROUGH GRADED ANO/OR USED AS A
OF i OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D695. THE
RATHER THAN TEAR, EXISTING ROOTS.
304.50
'
SEDIMENT BASIN, REMOVE ANO DISPOSE OF SEDIMENT DEPOSITS WITHIN THE BASIN AREA.
FOREBAY '•Z:t
AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST THE CONTRACTOR AND OWNER SHALL
HAVE DOCUMENTATION or THESE TESTS AVAILABLE UPON REQUEST
E'.I NAT .EEO BE
SIDE SLOPE RELCw aAS
6. TOLERANCES FOR FINAL GRADES SHALL BE WITHIN Z- 0.20 FEET. THE TOWN OF CARY WILL REQUIRE AN ASBUILT SURVEY OF
THE CONSTRUCTED WET DETENTION BASIN THEREFORE STRICT ADHERENCE TO THE GRADING ON THIS PLAN AND THE TOLERANCES
NO FLOODPLAIN$ EXIST ON-SITE
3. ROUGH GRADE WET DETENTION BASIN AS NECESSARY AFTER SEDIMENT REMOVAL AND TO FINALIZE BASIN GRADES. ALL FILL
FLEW.
BUILT IN COMPLIANCE WITH THESE DRAWINGS. UPON COMPLETION OF THE FINAL GRADING (FRIOR TO PLACEMENT OF ANY PLANT
TH T'.
COORDIIATER EI-TH GEOT AS THE wNGINEE TnXES 1".'E i0 FlLL.
COORDINATE WITH GEOTECHNICAL ENGINEER
MATERIAL) THE CONTRACTOR SHALL CONTACT THE SURVEYOR TO SURVEY THE ASBUILT CONSTRUCTED WET DETENTION BASIN.
THE CONTRACTOR SHALL NOnFY THE ENGINEER THAT THE CONSTRUCTED WET DETENTION BASIN HAS BEEN COMPLETED AND THE
ENCWEER SHALL EVALUATE THE ASBUILT SURVEY DATA FOR COMPLIANCE WITH THESE DRAWINGS. IF THE WET DETENTION BASIN
IS FOUND TO BE OUT OF COMPLIANCE WITH THESE DRAWINGS, THE CONTRACTOR SHALL REGRADE THE WEf DETENTION BASIN AS
297.35
PLACEMENT SHAH BE IN COMPLIANCE WITH THE SPECIFICATION IN THE CONSTRUCTION NOTES ON THIS SHEET.
S' WIDE BERM
ELEV
ELEV., 41
ELEV. 307.00
SUCH AS NITROGEN, PHOSPHORUS. AND POTASSIUM, AND FOR MINERALS SUCH AS CHELATED IRON AND LIME. AMENDMENTS TO
SOL RECOMMENDED BY USDA SHALL BE INCORPORATED INTO SOIL TO PROMOTE VIGOROUS VEGETATION AND PLANT GROWTH.
--, 303.50
~-
100 -YR WISE 305.88
RAV. 307.00
4. LANDSCAPING PLANTINGS SHOWN HEREON SHALL BE INSTALLED DURING FALL SEASON OR EARLY WINTER E POSSIBLE FOR
- -
_ - - _ 3' N16EE �I!fFM
]OZ_90�}:l
}I
5. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND RLL PLACEMENT FOR
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
PWE 304.00 EIEV. 303.00
TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG
may,
6.1
THE LIMITS OF DISTURBANCE IN ORDER TO CUT,
OF i OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D695. THE
RATHER THAN TEAR, EXISTING ROOTS.
304.50
'
<� MAIN POOL ••1:1
FOREBAY '•Z:t
AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST THE CONTRACTOR AND OWNER SHALL
HAVE DOCUMENTATION or THESE TESTS AVAILABLE UPON REQUEST
WETLANDS EXIST ON-SITE
6. TOLERANCES FOR FINAL GRADES SHALL BE WITHIN Z- 0.20 FEET. THE TOWN OF CARY WILL REQUIRE AN ASBUILT SURVEY OF
THE CONSTRUCTED WET DETENTION BASIN THEREFORE STRICT ADHERENCE TO THE GRADING ON THIS PLAN AND THE TOLERANCES
NO FLOODPLAIN$ EXIST ON-SITE
ElE'. iIEV.
FLEW.
BUILT IN COMPLIANCE WITH THESE DRAWINGS. UPON COMPLETION OF THE FINAL GRADING (FRIOR TO PLACEMENT OF ANY PLANT
MATERIAL) THE CONTRACTOR SHALL CONTACT THE SURVEYOR TO SURVEY THE ASBUILT CONSTRUCTED WET DETENTION BASIN.
THE CONTRACTOR SHALL NOnFY THE ENGINEER THAT THE CONSTRUCTED WET DETENTION BASIN HAS BEEN COMPLETED AND THE
ENCWEER SHALL EVALUATE THE ASBUILT SURVEY DATA FOR COMPLIANCE WITH THESE DRAWINGS. IF THE WET DETENTION BASIN
IS FOUND TO BE OUT OF COMPLIANCE WITH THESE DRAWINGS, THE CONTRACTOR SHALL REGRADE THE WEf DETENTION BASIN AS
297.35
298,50 298.50
299.00
POLICIES OF THE TOWN OF CARP AND NCDOT
BASIN SHALL BE THE RESPONSINLIFY OF THE CONTRACTOR.
- -
•PROVIDE cur LINER SINGE
CROSS-SECTION OF WETPOND #1 (A -A)
SHWT < Z.5' DEEP
HOT TO SCALE
rim lA (mP r0a1� � I p4C�co-e �.�
u ,>s
a
an1P wrt /
- s P[[r nvw© Srext
OUTLET STRUCTURE #101 DETAIL
.NOT TO SCALE
4, MER ROUGH GRADING WET DETENTION BASIN, BEGIN FINE GRADING TO CONSTRUCT FOREBAY BERMS/WALLS WHO MAIN POOL
AREA GRADING TOLERANCE FOR THE WET DETENTION BASIN SHALL BE ♦/- 0.20 FEET FROM GRADES SHOWN ON THIS PLAN.
5. IN CONUUNCTION WITH GRADING AND FILL PLACEMENT. CONSTRUCT OUTLET STRUCTURES TO BRING R INTO COMPLIANCE WITH
THESE PLANS. IF OUTLET STRUCTURES WERE CONSTRUCTED WITH ROUGH GRADING WHEN USING THE WET DETENTION BASIN AS
SEDIMENT BASIN. SKIP TO NEM STEP.
I WHEN FINE GRADING AND OUTLET STRUCTURE IS COMPLETE. CALL SURVEYOR AND ENGINEER FOR ASBUILT SURVEY AND
EVALUATION.
]. IF SURVEYOR AND ENGINEER DETERMINE THAT GRADING IS NOT IN COMPLIANCE WITH THESE DRAWINGS. MAKE CORRECTIONS AS
REQUIRED BY THE ENGINEER. AND REPEAT PREVIOUS STEP. OTHERWISE PROCEED TO NEM STEP.
8. UPON NOTIFICATION FROM THE ENGINEER THAT THE WET DETENTION BASIN IS IN COMPLIANCE WITH THESE DRAWINGS, PROVIDE
UNDSCMING IN COMPLIANCE WITH THE PLAN SHOWN ON THIS SHEET AND ANY ADDITIONAL SPECIFICATIONS FROM THE OWNER.
IF TIMING IS SUCH THAT PLANTINGS WOULD OCCUR IN SUMMER MONTHS. COORDINATE WITH THE ENGINEER, OWNER. AND THE
LOCAL MUNICIPALITY ABOUT DELAYING PLANTINGS UNTL FALL OR EARLY WINTER FOR MAKIMUM SURVIVABILITY Or PLANTINGS.
9. SEED ALL DISTURBED AREAS PER THE SEEDING SCHEDULE SHOWN IN THESE PIANS.
10. CALL TOWN OF CARY STORMWATER INSPECTOR FOR APPROVAL OF STABILIZATION.
11. CONTRACTOR SHALL WATER NEW PLAIT MATERIAL PLANTED IN THE WET DETENTION BASIN DAILY UNTIL COMPLETION OF ALL
OTHER SITE RELATED CONSTRUCTION, AFTER THE FULL SCOPE OF THE CONTRACTOR'S WORK IS COMPLETED, R SHALL BE THE
OWNER'S RESPONSIBIUTY TO WATER PLANTS ONLY UNTIL PLANTS HAVE BECOME WELL ESTABLISHED AND WATERING IS NO
LONGER NECESSARY.
WET DETENTION BASIN CONSTRUCTION NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY AND THE STATE OF NORTH CMOLINA STANDARDS AND
SPECIFICATIONS.
2. THE CONTRACTOR SNAIL WARRANTY ALL PLANTED MATERIALS FOR A PERIOD OF 2 YEARS FROM DATE OF INSTALLATION. AT THE
OUTLET STRUCTURE #118 DETAIL
NOT TO SCALE
p w'a`r
u, POP�L +rtK'x
.s1e.s, (roP. oRo1� �Auxarr) r.R.Sm,cm, oMWc
END OF THE FIRST YEAR AND AT THE END OF THE SECOND YEAR. THE CONTRACTOR SHALL REPLACE ALL PLANTS WHICH DO
NOT SURVIVE. ANY HEALTH' PDMS DAMAGED DURING PLANT REPLACEMENT SHALL ALSO BE REPLACED.
3. SOL BELOW ELEVATION 304.00 FOR WETPOND /1 AND 317.50 FOR WETPOND /2 SHALL BE TESTED BY THE USDA AGRICULTURAL
EXTENSION OFFICE FOR PH. WHICH MUST FALL BETWEEN 5.5 AND 7.0 TESTS SHALL ALSO BE PERFORMED FOR NUTRIENTS
REFER TO SHEET C3.1 FOR STORMWATER PIPE SCHEDULE
SUCH AS NITROGEN, PHOSPHORUS. AND POTASSIUM, AND FOR MINERALS SUCH AS CHELATED IRON AND LIME. AMENDMENTS TO
SOL RECOMMENDED BY USDA SHALL BE INCORPORATED INTO SOIL TO PROMOTE VIGOROUS VEGETATION AND PLANT GROWTH.
RECORDS OF TESTS AND AMENDMENTS PROVIDED BY CONTRACTOR SHALL BE PROVIDED TO THE ENGINEER.
4. LANDSCAPING PLANTINGS SHOWN HEREON SHALL BE INSTALLED DURING FALL SEASON OR EARLY WINTER E POSSIBLE FOR
TO MINIMIZE DAMAGE TO EXISTING CHAMPION
MAXIMUM PLANT SURVIVABILITY.
TREES LOCATED NEAR THE INTERIOR EDGE OF TREE
5. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND RLL PLACEMENT FOR
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE
TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG
PLANS. WHICHEVER IS MORE STRINGENT EMBANKMENTS FOR BASINS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL
BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAKIMUM DENSITY AT A MOISTURE CONTENT
THE LIMITS OF DISTURBANCE IN ORDER TO CUT,
OF i OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D695. THE
RATHER THAN TEAR, EXISTING ROOTS.
CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH
GEOTECHNICAL TESTING DATA THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
OUTLET STRUCTURE MATERLALS AND STRUCTURES. ALL OF THE MOVE DATA MAY BE REQUIRED AS PART OF THE MUNICIPALITY
AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST THE CONTRACTOR AND OWNER SHALL
HAVE DOCUMENTATION or THESE TESTS AVAILABLE UPON REQUEST
WETLANDS EXIST ON-SITE
6. TOLERANCES FOR FINAL GRADES SHALL BE WITHIN Z- 0.20 FEET. THE TOWN OF CARY WILL REQUIRE AN ASBUILT SURVEY OF
THE CONSTRUCTED WET DETENTION BASIN THEREFORE STRICT ADHERENCE TO THE GRADING ON THIS PLAN AND THE TOLERANCES
NO FLOODPLAIN$ EXIST ON-SITE
SPECIFIED HEREON SHALL BE REOUIRED PRIOR TO CERTIFICATION BY THE ENGINEER THAT THE WET DETENTION BASIN HAS BEEN
BUILT IN COMPLIANCE WITH THESE DRAWINGS. UPON COMPLETION OF THE FINAL GRADING (FRIOR TO PLACEMENT OF ANY PLANT
MATERIAL) THE CONTRACTOR SHALL CONTACT THE SURVEYOR TO SURVEY THE ASBUILT CONSTRUCTED WET DETENTION BASIN.
THE CONTRACTOR SHALL NOnFY THE ENGINEER THAT THE CONSTRUCTED WET DETENTION BASIN HAS BEEN COMPLETED AND THE
ENCWEER SHALL EVALUATE THE ASBUILT SURVEY DATA FOR COMPLIANCE WITH THESE DRAWINGS. IF THE WET DETENTION BASIN
IS FOUND TO BE OUT OF COMPLIANCE WITH THESE DRAWINGS, THE CONTRACTOR SHALL REGRADE THE WEf DETENTION BASIN AS
"- '-- _
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
INA CCORDANCE WITH THE ACCEPTED
NECESSARY TO BRING THE WET DETENTION BASIN INTO COMPLIANCE WITH THESE DRAWINGS. THE COST OF AM' ADDITIONAL
SURVEY OR ENGINEERING EVALUATION REQUIRED RESULTING FROM INCOMPLETE OR INCORRECT GRADING OF THE WET DETENTION
POLICIES OF THE TOWN OF CARP AND NCDOT
BASIN SHALL BE THE RESPONSINLIFY OF THE CONTRACTOR.
- -
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726

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TREES LOCATED NEAR THE INTERIOR EDGE OF TREE
BF 1189LVFAIORMELPMRSTLILOWS 'CE WE WEED
1•POT it OC.'FUL MOW CONTANER
IHC 114 MISS= COCCA1ElA SCAPLEFT ROkSENMLLOW
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BASIN l3 - Irtlow I 10.37 13.22 15.10 16.57
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IBASINM IrdxYV 811 7.79
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NOT TO SCALE AND SPECIFICATIONS. z
BASINM-Oudbw 0.01 0.02 0.02 0.02
z. THE CONTRACTOR s A L WARRANTY ALL PLANTED MATERIALS FOR A PERIOD K z YEARS FROM DATE w INSTALLATION.
TREES LOCATED NEAR THE INTERIOR EDGE OF TREE
BYPASS 17.78 22. 25,88 28.40
\
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
ARirlrtlon Provid" -32.37 -39 73 44.58 SO 49
r un vAw
>R -b'
The proposed aRMualbn provided by itM Wetpontl pfOVklls Mough
YW W -�
W
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M.- 3ter attMUatlon so that the 01 post -d -loped discharge does rot
FOR W Z". W CH AND JFA 50 FOR EN55WETPOND D SIAL BE TESTED BY THE USDA
3, SOL BELOW ELEVATION N OFFICE
AGRICULTURAL EXTENSION OFFICE TOR pH. WHICH MUST TALL BETWEEN S 5 AND 7.0. TESTS SHALL ALSO BE m.a
y
WOZ y'2 ZZ ge,.
exceed the pedeveloped discharge, and the 02. 05 and 010 postdeveioped
discharge does riot exceed the R40 Loring discharge.
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WET DETENTION BASIN CONSTRUCTION NOTES10
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OUTLET STRUCTURE #131 DETAIL
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W i l,-,
1. ALL CONSTRUCTK)N SHALL BE IN ACCORDANCE WITH TOWN OF CARY AND THE STATE OF NORTH CAROLINA STANDARDS l
m
W Sao
WZ W`A
NOT TO SCALE AND SPECIFICATIONS. z
F
z. THE CONTRACTOR s A L WARRANTY ALL PLANTED MATERIALS FOR A PERIOD K z YEARS FROM DATE w INSTALLATION.
TREES LOCATED NEAR THE INTERIOR EDGE OF TREE
o
\
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
Lzj Z �q
PLANTS WHKH 00 NOT SVRVNE. ANY HEALTHY PLANTS DAMAGED DURING PUNT REPLACEMENT SFWL ALSO N•»IaA
REPLACED.
TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG
YW W -�
W
I
i
FOR W Z". W CH AND JFA 50 FOR EN55WETPOND D SIAL BE TESTED BY THE USDA
3, SOL BELOW ELEVATION N OFFICE
AGRICULTURAL EXTENSION OFFICE TOR pH. WHICH MUST TALL BETWEEN S 5 AND 7.0. TESTS SHALL ALSO BE m.a
y
WOZ y'2 ZZ ge,.
p
.�\
O�
HEREON. IF THE WET DETENTION BASIN HAS BEEN PREVIOUSLY ROUGH GRADED AND/OR USED AS A SEDIMENT BASIN, REMOVE AND PROMOTE VIGOROUS VEGETATION AND PLANT GROWTH. RECORDS OF 1F.ST5 AND AMENDMENTS PROVIDED BY
DISPOSE OF SEDIMENT DEPOSITS WM41N THE BASIN AREA CONTRACTOR SMALL BE PROVIDED TO THE ENGINEER v Y a •Axa
x� ��-z
ZN aa_Z
MAIN 309POOL
R.E .50
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17 -DP -0726
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- BERM 309.5
GRADING TOLERANCE FOR THE WET DETENTION BASIN SHALL BE ♦/- 0.20 FEET FROM GRADES SHOWN ON THIS PLAN. PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS OR THESE PUNS, WHICHEVER IS MORE STRINGENT EMBANKMENTS FOR
� \T77
U
BASINS SHALL BE ,.u,lcr Mor
5. IN CON' UNCTION WITH GRADING AND FELL PLACEMENT, CONSTRUCT OUTLET STRUCTURES TO BRING R INTO COMPLIANCE WITH THESE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 959. OF THE
PLANS. IF UTLEr STRUCTURES WERE CONSTRUCTED WITH ROUGH GRADING WHEN USING THE WET DETENTION BASIN AS SEDIMENT STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF i OR - TWO PERCENTAGE POINTS OF THE . oFv ..yy s,ac
Planner: DB19•
BASIN, SNIP TO NEM STEP. OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698 THE CONTRACTOR SHALL TAE PHOTOGRAPHS OF THE
OUTLET STRUCTURE AT PHASES OF INSTALLATION AND RETAIN
_
3
ALL SHALL WITH GEOTECHNICAL TESTING DATA THE
6. WHEN FINE GRADING AND OUTLET STRUCTURE IS COMPLETE, CALL SURVEYOR AND ENGINEER FOR ASSULT SURVEY AND EVALUATION. CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERNL$
O
~
AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS PART OF THE MUNICIPALITY AS -BUILT PROCESS OUTLET STRUCTURE #145 DETAIL
------------
/N
-- ------
/.
WETPOND #4
SCALL: 1' - 20'
9' .0c BERM
f]EY. 313.00
3:1
EIEV.
31000 �V ••2:1 FOREBAY „1,1 ••t:t WIN POOL t t ( E -I
310,00
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EIFV. FIEV .
30100 ]03.90 ,)p�� BLV.
J01.4S
• PROVIDE CLAY LINER SINCE
CROS"ECTION OF WETPOND #4(A -A) SHUT < 2.5' DEEP
NOT TO SOLE
r"Ti 'w cw5O1�do mwu.•rr:
Rrr:
A r om ..vm Pax .,,a.n �r,A,+ (rrr. vaa - ,• Wsa•n ,.,.., ...,.,,.,,..,•.,
WET DETENTION BASIN CONSTRUCTION NOTES10
OUTLET STRUCTURE #131 DETAIL
1. ALL CONSTRUCTK)N SHALL BE IN ACCORDANCE WITH TOWN OF CARY AND THE STATE OF NORTH CAROLINA STANDARDS l
m
TO MINIMIZE DAMAGE TO EXISTING CHAMPION
NOT TO SCALE AND SPECIFICATIONS. z
F
z. THE CONTRACTOR s A L WARRANTY ALL PLANTED MATERIALS FOR A PERIOD K z YEARS FROM DATE w INSTALLATION.
TREES LOCATED NEAR THE INTERIOR EDGE OF TREE
o
WET DETENTION BASIN CONSTRUCTION SEQUENCE AT THE END of THE FIRST YEAR AND AT THE END OF THE SECOND YEAR. THE CONTRACTOR SHALL REPLACE ALL
PROTECTION AREAS, THE CONTRACTOR SHALL CUT
IIIIIIIIIIIIIII� _
PLANTS WHKH 00 NOT SVRVNE. ANY HEALTHY PLANTS DAMAGED DURING PUNT REPLACEMENT SFWL ALSO N•»IaA
REPLACED.
TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG
1 UNDER BI CIRCUMSTANCES SHALL THE WET DETENTION IT BASH 88 FINALIZED AND PLANTED PRIOR TO COMPLETION OF CONSTRUCTION
AND STABILIUTON OF ALL AREAS WINCH DRAM TO R.
THE LIMITS OF DISTURBANCE IN ORDER TO CUT,
i
FOR W Z". W CH AND JFA 50 FOR EN55WETPOND D SIAL BE TESTED BY THE USDA
3, SOL BELOW ELEVATION N OFFICE
AGRICULTURAL EXTENSION OFFICE TOR pH. WHICH MUST TALL BETWEEN S 5 AND 7.0. TESTS SHALL ALSO BE m.a
RATHER THAN TEAR, EXISTING ROOTS,
p
2. I WET DETENTION BASIN 5 TO BE USED AS A SEDIMENT BASIN DURING CONSTRUCTION, ROUGH GRACE PER PLANS FILL PLACEMENT PERFORMED FOR NUTRIENTS SUCH AS NITROGEN, PHOSPHORUS. AND POTASSIUM, AND FOR MINERALS SUCH AS A urz .nc
AND OUTLET STRUCTURE CONSTRUCTION SHALL BE IN COMPLIANCE WITH DETAILS AND WET DETENTION BASIN CONSTRUCTION NOTES CHELATED IRON AND LIME. AMENDMENTS TO SOIL RECOMMENDED BY USDA SHALL BE INCORPORATED INTO SOIL TO
Cn U
HEREON. IF THE WET DETENTION BASIN HAS BEEN PREVIOUSLY ROUGH GRADED AND/OR USED AS A SEDIMENT BASIN, REMOVE AND PROMOTE VIGOROUS VEGETATION AND PLANT GROWTH. RECORDS OF 1F.ST5 AND AMENDMENTS PROVIDED BY
DISPOSE OF SEDIMENT DEPOSITS WM41N THE BASIN AREA CONTRACTOR SMALL BE PROVIDED TO THE ENGINEER v Y a •Axa
i
Q
J. ROUGH GRADE WET DETENTION BASIN ASW NECESSARY AFTER SEDIMENT REMOVAL AND TO FINALIZE BASIN GRADES. ALL FILL {. PLANTINGS SHOWN HEREON SHALL BE INSTALLED DURING FALL SEASON OR EARLY WINTFA IF POSSIBLE 'R >,
s
Lu
PLACEMENT SNALL BE IN COMPLIANCE WITH THE SPECIFICATION IN THE CONSTRUCTION NOTES ON THIS SHEET. FOR AMXIMUM PLANT SURVWABLITV.•"'"r" �
FOR MAXIMUM
17 -DP -0726
4. AFTER ROUGH GRADING WET DETENTION BASIN, BEGIN FINE GRADING TO CONSTRUCT FOREBAY BERMS/WALLS AND MAN POOL AREA. 5. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND FLLL
Approved by the Town of Cary
GRADING TOLERANCE FOR THE WET DETENTION BASIN SHALL BE ♦/- 0.20 FEET FROM GRADES SHOWN ON THIS PLAN. PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS OR THESE PUNS, WHICHEVER IS MORE STRINGENT EMBANKMENTS FOR
Development Review Committee
P
U
BASINS SHALL BE ,.u,lcr Mor
5. IN CON' UNCTION WITH GRADING AND FELL PLACEMENT, CONSTRUCT OUTLET STRUCTURES TO BRING R INTO COMPLIANCE WITH THESE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 959. OF THE
PLANS. IF UTLEr STRUCTURES WERE CONSTRUCTED WITH ROUGH GRADING WHEN USING THE WET DETENTION BASIN AS SEDIMENT STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF i OR - TWO PERCENTAGE POINTS OF THE . oFv ..yy s,ac
Planner: DB19•
BASIN, SNIP TO NEM STEP. OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698 THE CONTRACTOR SHALL TAE PHOTOGRAPHS OF THE
OUTLET STRUCTURE AT PHASES OF INSTALLATION AND RETAIN
_
3
ALL SHALL WITH GEOTECHNICAL TESTING DATA THE
6. WHEN FINE GRADING AND OUTLET STRUCTURE IS COMPLETE, CALL SURVEYOR AND ENGINEER FOR ASSULT SURVEY AND EVALUATION. CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERNL$
O
~
AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS PART OF THE MUNICIPALITY AS -BUILT PROCESS OUTLET STRUCTURE #145 DETAIL
7. E SURVEYOR AND ENGINEER DETERMINE THAT GRADING IS NOT IN COMPLIANCE WITH THESE DRAWINGS. MAKE CORRECTIONS AS AND SHALL BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE -------------- __
REQUIRED BY THE ENGINEER. AND REPEAT PREVIOUS STEP. OTHERWISE PROCEED TO NEXT STEP. DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST.
NOT SCALE
p�N E SRDr/
B UPON NOTIFICATION FROM THE ENGINEER THAT THE WET DETENTTON BASIN IS IN COMPLIANCE WITH THESE DRAWINGS. PROVIDE 6. TOLERANCES FOR FINAL GRADES SHALL 13E WITHIN t/- 0.20 FEET. THE TOWN OF CARY WILL REQUIRE AN ASBUILT
U
LANDSCAPING IN COMPLIANCE WITH THE PN SHOWN ON THIS SHEET AND ANY ADDITIONAL SPECIFICATIONS FROM THE OWNER IF SURVEY OF THE CONSTRUCTED WET DETENTION BASIN THEREFORE STRICT ADHERENCE TO THE GRADING ON THIS PLAN WETLANDS EXIST ON-SITE
THAT PLANTINGS WOULD IN COORDINATE THE ENGINEER,
2
pp [♦E ��V
TIM94G IS SUCH OCCUR SUMMER MONTHS, WITH OWNER. AND THE LOCAL AND THE TOLERANCES SPECIFIED HEREON SHALL BE REQUIRED PRIOR TO CERTIFICATION BY THE ENGINEER THAT THE
MUNICIPALITY ABOUT DELAYING PLANTINGS UNTIL FALL OR EARLY WINTER FOR MAXIMUM SURVIVABILITY OF PLANTINGS. WET DETENTION BASIN HAS BEEN BUILT IN COMPLIANCE WITH THESE DRAWINGS, UPON COMPLETION OF THE FINAL
��{j,j
PR {)If( jY I
GRADING (PRIOR TO PLACEMENT OF ANY PUNT MATERIAL) THE CONTRACTOR SHALL CONTACT THE SURVEYOR TO NO FLOODPLAINS EXIST ONSITE
9. SEED ALL DISTURBED AREAS PER THE SEEDNG SCHEDULE SHOWN IN THESE PIANS. SURVEY THE ASBLALT CONSTRUCTED WET DETENTION BASIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER THAT THE REFER TO SHEET C3.1 FOR STORMWATER PIPE SCHEDULE
CINE
d
CONSTRUCTED WET DETENTION BASIN HAS BEEN COMP VIED AND THE ENGINEER SHALL EVALUATE THE ASBUILT SURVEY
10. CALL TOWN OF CARY STORMWATER INSPECTOR FOR APPROVAL OF STABILIZATION. DATA FOR COMPUANCE WITH THESE DRAWINGS. IF THE WET DETENTION BASIN IS FOUND
TO BE OUT OF COMPLIANCE NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
WITH THESE DRAWINGS, THE CONTRACTOR SHALL RECRAOE THE WET DETENTION BASIN AS NECESSARY TO BRING
THE
11. CONTRACTOR SHALL WATER NEW PLANT "TERLAL PLANTED IN THE WET DETENTION BASIN DALY UNTIL COMPLETION OF ALL OTHER WET DETENTION BASIN INTO COMPLIANCE WITH THESE DRAWINGS. THE COST OF ANY ADDITIONAL SURVEY OR IN ACCORDANCE WITH THE ACCEPTED
w
SUE RELATED CONSTRUCTION. AFTER THE FULL SCOPE OF THE CONTRACTOR'S WORK IS COMPLETED, R SHALL BE THE OWNER'S ENGINEERING EVALUATION REQUIRED RESULTING FROM INCOMPLETE OR INCORRECT GRADING OF THE WET DETDMON POLICIES OF THE TONIN OF CARP AND NCDOT
PLANTS
SCALE IN FEET
w �
TY TO WATER
RESPONSIBRJUU
DAILY UNTIL PLANTS HAVE BECOME WELL ESTABLISHED AND WATERING IS NO LONGER NECESSARY. BASIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
0 f0 20 4o oD e0
V
TOWN OF CARY PROJECT NO. 17 -DP -0726

'• -'• I w w -w -w -w \ \\
_ 1 \\ \
/ 1
BASIN
SEDIMENT \\ \
>f�
I
s
I
1
I
I
GENERAL NOTES
1 ALL ADJACENT STREETS WILL BE SPT CLEAN AT ALL TIMES OR AWASH STATION WILL BE
REOUIRED
2 ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED AFTER EVERY
RAIN EVENT AND ONCE PER WEEK THE CONTRACTOR OR THE OWNER SHALL CONDUCT
PE
INSCTIONS IN CWPLIMICE WITH NPDES REQUIREMENTS AND RECORD OF THOSE
INSPECTIONS SHALL BE ALEFT AVARASLE ON SITE
3. A GRADING PERMIT WILL HOT BE ISSUED UNTIL THE TOWN OF CARY HAS RECEIVED
NOTIFICATION FROM THE ECOSYSTEM ENHANCEMENT PROGRAMA OR AN APPROVED
NUTRIENT OFFSET MNK THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER AND
THE LOCK GOVERNMENT STATING THE MTROOEN BUY DOWN WAS BEEN COMPLETED
A. ALL CONSTRUCTIONACTIVRY MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES
OF THE TOWN OF CARY UNLESS SPECIFIED, TO NCDOT STANDARDS AND
SPECIFICATIONS
5 TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO
ENCROACHMENT INTO SUCH PROTECTED AR"S) WITHOUT WFSTTEN AUTHORIZATION OF
THE TOWNSZONNG COMPLIANCE STAFF ANYACTIVITY(VWDSCAPING, FENCINGOR
UTILITY INSTALLATION) SHOWN ON THE APPROVED PLANS INA TREE PROTECTION AREA
SHALL ALSO NOT OCCUR WITNOIJi WRITTEN AUTHOPoZATION FROM TLE TOWN'S ZONRVG
COMPLIANCE STAFF AM7 UTNUngRIZED ENCROACHMENT OR DISTURBANCE WITHIN
THE BOUNDARIES OF A TREE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN
;HE
AND THE REPLACEMENT OF MY OAMA 0 VEGETATION IN ACCORDANCE WTH
THE LAND OEVELCAAENT ORDINANCE
S THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK
IS COMPLETED AHD THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE
OF A CERTIFICATE OF OCCUPANCY (CO) THE FENCING SHALL BE REMOVED IMMEDIATELY
PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE
7. ALL TOPSOIL ANDDR SUBSOIL STOCKPILED DURING THE PERFORMANCE OF WORK SHALL
BE STOCKPILED ONSITE WITHIN THE PERMITTED LIMITS OF DISTURBANCE AND NO
OFFSITE STOCKPILE ANDOR SUBSOIL STOCKPILES WLL BE ALLOWED UNLESS A PERMIT
IS OBTAINED FROM THE TOWN OF CARY FOR THE OFFSTE STOCKPILE LOCATIONS
S. ALL TEMPORARY DIVERSIONS MUST REMAIN FUNCTIONAL UNTIL THE STORM DRAINAGE
SYSTEM IS IN AND CONVEYING ALL RUNOFF TO THE SEDIMENT BASINS
M CUT AND FILL SLOPES THAT ARE 2 1 OR GREATER SHALL BE STABILIZED WTH
PERMANENT SLOPE RETENTION DEVICES OR A SUTABLE COMBINATION OF PLANTINGS
AND RETENTION DEVICES SLOPES GREATER THAN 31 SHALL NOT BE STABILIZED WTH
TURF GRASSES BUT MUST BE STABILIZED WITH VEGETATION THAT REOUIRES MNMAL
MAINTENANCE It E WEEPING LOVE GRASS. RED FESCUE OR OTHER APPROVED
VARETIESI
10 EACH LOT SMALL BE CLEARED INDMDUALLY AFTER THE BUILDING PERMIT IS ISSUED IF
MULTIPLE LOTS ARE TO BE CLEARED SIMULTANEOUSLY AND THE COMBINED DENUDED
AREA IS OVER 12.000 SF, AN EROSION CONTROL PLAN WLL HAVE TO BE SUBMITTED
BEFORE THIS CLEARING BEGINS AND EACH LOTS WLDING PERMIT ISSUED
I 1 THE CONSTRUCTION ENTRANCES SHALL BE MODIFIED TO ACHIEVE ADA COMPLIANCE
WHERE APPLICABLE
STAGE 1 CONSTRUCTION SEOUENCE
DESTIN SUBDIVISION
I OBTAIN GRADING PERMIT FROM THE TOWN OF CARY THE FOLLOWING PALL BE REOURED
PRIOR TO ISSUANCE OF A GRADING PERMIT
• A GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARY HAS RECEIVED
NOTIFK:ATION FROM THE ECOSYSTEM ENHANCEMENT PROGRAM DR M APPROVED
NUTRIENT OFFSET BANK THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER AND
THE LOCK GOVERNMENT STATING TENT THE HIT BUY DOM INS BEEN
COMPLETED. IF APPUC.ABLE
TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED BY THE TOWN OF
CARY
• RISER STRUCTURES AND BARRELS SHALL BE DELIVERED AND ON THE PROJECT SITE.
• A PRECONSTRUCTION CONFERENCE VMTN THE TOWN OF CARY EROSION CONTROL
OFFICER MIST SE HELD
2 INSTALL ALL EROSON CONTROL MEASURES AS SNOWN UNIT CLEARING AND LAND
DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE EROSION CONTROL
MEASURES
S OBTAIN CERTIFICATE Of COMPLIANCE THROUGH ON, S TE INSPECT ICN BY EROSION
CONTROL OFFICER
• PROCEED TO THE STAGE 2 EROSION CONTROL PLAN
NPOES MONITORING AND REPORTING IS REQUIRED BECAUSE THE PROPOSED LAND
DISTURBANCE EXCEEDS ONE ACRE
THE PROPOSED DENUDED AREA IS IS 5 ACRES
BASIN ) �N \\ _— • —_ • M
k2 \
SEDIMENT / ---- �
BASIN • ( ` / ` ' ' / J 1
. _
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(ToIIS OF gSNRBANCE TTP.
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\ _ \ • \ • PCKC R NOT 04TALLO) / dI
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SEDIME • if/ /
SAW • • I \ \
x3
A
KITES. 'VOLUMEREOUIRED(CF) = 3500'DRMN4GE AREA UDI
SURFACE AREA REOLARED (SF) - 435.O N (CFS)
-A SKIMMER WILL BE USED DURING LIFE OF CONSTRUCTION.
LEGEND
STD. RISERAARREL
STD. RISER -BARREL
STD RISER -BARREL
BASIN
SEDIMENT BASIN
SEDIMENT BASIN
SEDIMENT BASIN
2 AC
3.3 AC
3.75 AC
217 AC
- 1 AC
33AC
S.75AC
117AC
A2
DA2
D{2
0.12
CFS
S CFS
21.2 CFS
52 CFS
FS
10 CFS
285 CFS
33 CFS
7ERFLR-BARREL
0 CF
118M CF
31500 CF
7312 CF
3 CF
40110 CF
49382 CF
55333 CF
5 SF
4350 SF
11528 SF
2371 SF
5 SF
10385 SF
11810SF
10030 SF
S BELOW
SEE NOTES BELOW
SEE NOTES BELOW
SEE NOTES BELOW
FT
SFT
8FT
SFT
FT
10 FT
10 FT
10 FT
S"
YES^
YES"
YESN
3N
3N
25N
Z75 IN
1 1.75N
I Z25 IN
1.5N
LOSE PERM_WETPOFD
USE PERM. WEI PUNU
USE PERM, WETPDND
USE PEIIM. WETPOND
FOOTPRINT FOR TEMP.
FOOTPRINT FOR TEMP.
I
FOOTPRINT FOR TEMP.
I
FOOTPRINT FOR TEMP.
SEDIMENT STORAGE
SEDIMENTSTORAGE
SEDIMENT STORAGE
SEDIMENT STORAGE
KITES. 'VOLUMEREOUIRED(CF) = 3500'DRMN4GE AREA UDI
SURFACE AREA REOLARED (SF) - 435.O N (CFS)
-A SKIMMER WILL BE USED DURING LIFE OF CONSTRUCTION.
LEGEND
®
TEMP LOW SPOT
SILT RICE OUTLET
A
T13AP WATRE
®O
TRIP SILT SOCK
TOP, -LT PRDTEm-
ALL EROSION CONTROL MEASURES SHALL BE
INSPECTED AHO MAINTAINED AFTER EVERY MIN
ALL ADJACENT STREETS WILL
SE KEPT CLEAN AT ALL TIMES
EVENT AND ONCE PER WEEK THE CONTRACTOR OR
ORA WASH STATIOIN WILL BE
TOENTRANCE
CONSTRUCTKKN
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COMFLANCEWITH WOES REOUIREMENTS AND
RECORDS OF THOSE INSPECTIONS SMALL SE KEPT
D.
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BORROW AREA
AVAILABLE ONSITE
WETLANDS EXIST ONSITE
TEMP DNPRS*N DITCH (UNEP -SEE DETAIL)
NO FLOODPLAINS EXIST ON•SRE
TEMP SILT FENCE
^+—
TEMP TREE PROTECTION FF/KJE
- •
UMITS OF DISTURBANCE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date: _
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WIT
GENERAL NOTES
1 ALL AD.MCENT STREETS WILL 8E KEPT CLEAR AT ALL TIRES ORA WASH STATION VMLL BE
REQUIRED
2 ALL EROSION CONTROL MEASURES SMALL SE INSPECTED AND MAINTAINED AFTER EVERT'
FINN EVENT AND ONCE PER WEEK THE CONTRAC'OR OR THE OWNER SHALL CONDUCT
INSPECTIOM IN COMPLIANCE VWTH NPDES REQUIREMENTS AND RECORD OF THOSE
INSPECTIONS SHALL BE KEPT AVAILABLE ON SITE
3 AGIR PE RMT WILL NOT BE ISSUED UNTIL THE TOWN OF CRY HAS RECEIVED
MOT IFICADON FROM THE ECOSYSTEM ENHANCEMENT PROGRAM OR R APPROVED
NUTRIENT OFFSET BANK THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER AND
THE LOCAL GOVERNMENT STATING THE NITROGEN BUY DOWN HAS BEEN COMPLETED
6 ALL CONSTRUCTION ACT ARTY MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES
OF THE TOWN OF CARY UNLESS SPECIFIED, TO NCDOT STANDARDS AND
SPECIFICATIONS
S TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SMALL BE NO
ENCROACHMENT INTO SUCH PROTECTED AREHO
A(SI WITHOUT WRITTEN AUTHORIZATION OF
THETOWO
NSZINGCOMPLIANCESTAFF ANYACTIVTTY(lANOSCAPNG. FENCING OR
STAGE 2 CONSTRUCTION SEQUENCE
DESTIN SUBDIVISION
1 AFTER OBTNWNG CERTIFlCATION OF COMPLIANCE CONTRACTORMAYMOCEEDWYM
PROPOSED GRADING WORK
2. PROCEED WITH THE INSTALLATION OF THE STORM DRAINAGE SYSTEM AS THE SITE
GRADING WORK PROGRESSES. INLET PROTECTION SHALL BE PROVIDED FOR ALL STORM
INLETS AS THEY ARE CONSTRUCTED
J CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL
K STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION.
PAVING. ETC GROUND COVER SMALL BE PROVIDED AS FOLLOWS
• STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION
• PROVIDF. RCUNDCOVERSUFFK:IENTTORESTRANEROSIOHONALLPERIMETER
AREAS RD SLOPES GREATER THR 3 I WITHIN 7 CALENDAR DAYS OF TEMPORARILY
ORPERYANENTLY SUSPENDING LAND DISTURBING ACTIVITY. PROVIDEGROUND
UTILITY INWALLATIONI SHOWN ON THE APPROVED PLANS IN A TREE PROTECTION AREA,COVER SUFFICIENT TO RESTRAIN EROSION ON ALL OTHER ARDS WITHIN II
SHMLALSONOTOCCUP WITHOUT WRITTEN AUTHORIZATION FROM THE TOWNS ZONING CALENDR DAYS O TEMPORARILY OR PERMANENTLY SUSPENDING LAND
_ • — _ •� � _ Iy _ w _ COMPLIANCE STAFF A T EE PR HORIZED AREA SHALL
OR IOW -ALLY ES WITHIN • DISTURBING ACTIVITY
\\\ THE BOUNDARIES
O A TREE PROTECTION AREA 9HKL AUTOMATM.ALLY RESULT IN
s FINE5 MID THE REPLACEMENT OF RY DAMAGED' VEGETATION IN ACCORDANCE WITH ESTABLISH PERMANENT GROUND DOVER SUFFICIENT TO REStRA1N EROSION WITHIN
♦ I \' \ \ \ THE LAND DEVELCRAENT ORDINRCE 11 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTDN OR DEVELOPMENT
F�, • / , \ (7 DAYS FOR PERIMETER AREAS AND 5_OPE8 GREATER THAN S-1) RDIOR PRIOR TO
/ / \ 8 THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK flNN, INSPECTION.
IS COMPLETED AND THE FIMALSITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE
WITH
JOURNEYS / \` OF ACERTIFICATE OF OCCUPANCY (CO) THE FENCING SHALL BE REMOVED IMMEDIATELY • CUT ANO FILL SLOPES THAT RE i.l IC GREATER ITA LL BE STABILIZED OF
♦ ' PERMANENT SLOPE RETENTIONNIONDE DEVICES OR A SUITABLE COMBINATION L
REST LANE \ \ \ \
PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE RLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN 31 STALL NOT BE
.J 6 — • _� • • \ •� • • / \, \\ I ALL TOPSOIL AND.YOR SUBSOIL STOCKPILED DURING THE PERFORSAANCE OF WORK SHALL SEQUIRRTASILiES ED WITH TURF NIMAL MAINTGRASSENANCE
BUT MUST BE LOVE GRASS RED
WITH VEGETATION THAT
BE STOCKPILED ONSITE WITHIN THE PERMITTED LIMITS OF DISTURBANCE MND NO APPROVED VIARIETY (CHAPTER T 2 PART 7. BECTON 4 (0) OF THE LDO) OR OTHER
■ ■ • 0 1 \lY Y OFFSITE STOCKPILE ANDOR SUBSOIL STOCKPILES WILL BE ALLOWED UNLESS A PERMIT
■ ■ • • \\ \ \ IS OBTAINED FROM THE TOWN OF CARY FOR THE OFFSITE STOCKPILE LOCATIONS 5 MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD'WORKINGORDER
SILT FENCE. INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT
• / \ \ \\\ 8. ALL TEMPORARY DIVERSIONS MUST REMAIN FUNCTIONAL UNTIL THE STORM DRAINAGE BEFORE THEY ARE HALF FULL CLOGGED STONE FILTERS MUST BE REFRESHED AND.OR
SYSTEMIS IN AND CONVEYING ALL RUNOFF TO THE SEDIMENT BASINS REPLACED. SILT FENCE CRNOTHAVE HCLESOR TEARS MANIAINSOILEROSION
0\\ \\ \ CONTROL MEASURES UNTIL PERMRENT GROUND LOVER IS ESTABLISHED
\\ B CUT AND FILL SLOPES THAT ARE 2.1 ON GREATER SHALL BE STABILIZED WITH
# 4 \ \ \\ PERMANENTSLOFE RETENTION DEUCES OR A SUTABLE COMBINATION OF PLANTINGS 6 PROCEED TO THE STAGE O EROSION CONTROL PUN.
-- - ♦ RD RETENTION DEVICES. SLOPES GREATER THAN 3.1 SHALL NOT BE STABILIZED VMTH NPDES MONITORING AND REPORTING 19 REQUIRED BECAUSE THE PROPOSED LINO
TURF GRASSES BUT MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MWMAL
MAINTENANCE 0 E, WEEPING LOVE GRASS. RED FESCUE OR OTHER APPROVED DISTURBANCE EXCEEDS ONE ACRE
# VRETIES)
THE PROPOSED DENUDED AREA 18 16 S ACRES
10 EACH LOT SHALL BE CLEARED INDIVIDUALLY AFTER THE BUILDING PERMIT IS ISSUED IF
f / \� • • _� / \ \ # \ \\ \ MATI0.E LOTS RE TO BE CLEARED SIMULTANEOUSLY AND THE COMBINED DENUDED
AREA IS OVER 12.00D SF. R EROSKNI CONTROL PLAN WILL HAVE TO BE SUBMITTED \ \
SEDIENT BEFORE THIS CLEARING BEGINS RD EACH LOTS BULDING PERMIT ISSUED
HE \ \
M • �i • • \ -. - -
BASIN !~ • / / • o • ` \\\ 11 TCONSTRUCTION ENTRANCES SHALL BE MODIFIED TO ACHIEVE ADA COMPLIANCE
#1 i • �� �_� / \ SEDIMENT `yv� / \ \ NFIERE APPLICABLE \ V
BASIN , / fir, I \ \ + -` • ♦ �—
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♦ / /
SEDIMEN
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. L.� ♦ / • _._ • / #
S
0 / S
NOTES -VOLUAE REOUIED (CF) = 3600DRAINAGE AREA (AC)
SLNFACE AREA REOURED (SFT = 435 -O,o (CFS)
-A SXIA■ER WILL BE USED DURING LIFE OF CONSTRUCTION
ADD COIR FIBER BAFFLES TO BASIN
LEGEND
® TEMP LOW SPOT
SRT FENCE OUTLET
TRAP WATTLE
TEMP DIVERSION DITCH (UNED-SEE OETAIU
-+--�- IENP SILT FFNCE [I.A
ALL CONSTRUCTION ACTIVITY MUST BE
ORDANCE WITHTHE ACCEPTED
TEMP TREE PROTECTION FENCE ES OF THE TOWN OF CARY AND NCDOT
• UW1S OF DISTURBANCE
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17 -DP -0726
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Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726
4LLEROSION CONTROL MEASURESSTALL BE
ALL ADJACENT STREETS MILL
TEMP SLT SOCK
INSPECTED AND MAINTAINED AFTER EVERY RAIN
THE CONTRAOR OR
EVENT AN ONCE PER WEEK CT
BE KEPT CLEAN AT ALL TIMES
OR 4 WASH STATION WILL BE
THE OWWRSHALLCONDUCTINSPECTIONS IN
REQUIRED.
TEMP INLET PROTECTION
COMPLMNCE WITH NPOES REQUIREMENTS AND
RECORDS OF THOSE INSPECTIONS SHALL BE KEPT
AVAILABLE ONSITE.
TEMP CONSTRUCTION ENIRAHCE
WETLANDS EXIST ON-SITE
BORROW AREA
NO FLOODPLAINS EXIST ON-SITE
TEMP DIVERSION DITCH (UNED-SEE OETAIU
-+--�- IENP SILT FFNCE [I.A
ALL CONSTRUCTION ACTIVITY MUST BE
ORDANCE WITHTHE ACCEPTED
TEMP TREE PROTECTION FENCE ES OF THE TOWN OF CARY AND NCDOT
• UW1S OF DISTURBANCE
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17 -DP -0726
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Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726

GENERAL NOTES
I ALL ADUACENT STREETS MALL BE KEPT CLEAN AT ALL TIMES ORA WASH STATON WILL BE STAGE B COKWRLCTKMI SEQUENCE
REQUIRED DESTIN SJODIVISION
2 ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED AFTER EVERY 1 MF ER WORK IS COMPLETE AND PERMANENT STASILZATION HAS BEEN PROVIDED FOR
RAIN EVENT ANO ONCE PER WEEK THE CONTRACTOR OR THE OWNER SMALL CONDUCT ALL SITE AREAS(1E..PAVING.VECETATOWETC.), CONTACT THE EROSION CONTROL
INSPECTIONS INCOMPLIANCE WITH NPDES REQUIREMENTS AND RECORD OF THOSE INSPECTOR FORA SBEINSPECTON.
INSPECTIONS SAIL SE KEPTAVAILABLE ON SITE
AGRADIlL' PERMIT WUL NOT BE ISSUED UNTIL THE TOWN OF CAR' HAS RECEIVED 2 AF -ER AFPR YAL BY EROSION CONI ROL UFFI(;ER, REMOVE AL. ERObIUS CONT RUL
NOTIFICATION FROM THE ECOSYSTEM ENHANCEMENT PROGRAM OR AN APPROVED GET
CCNVERT TELR'ORARY SEDIMENT BASH/ NOS 14 TO PERMANENT WET
IN
NUTRIENT OFFSET BANK THAT A RECEI PT HAS BEEN ISSUED TO THE DEVELOPER AND DESIGN IOFORMAIN BASIN OANDS 14 RETAILS FOR
REDEFGN HEWETOETN71ON BASINS
THE LOCK GOVERNMENT STATING THE NITROGEN BUY DOWN RAMS BEEN COMPLETED FO�'N MING SUMMARIZES
AND DETAILS FOR FINAL DESIGN OF BE REQIREDTO BASINS.THE
THE TEMPO ARYaA&N SOME M TNN WORK THAT TIO BE SINS RED TO CONVERT
THE TEMPORARY BASINS TO PERMANENT yVI:T DETENTION BASINS'
d ALL CONSTRUCTION ACTMTV MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES
OF THE TOVM OF CARY UNLESS SPECIFIED. TO NCOOT STANDARDS AND . SCHEDULE V K CMNG DRY PERIOD TO MNMIZE STORMWATER FLOWS
SPECIFICATIONS
S TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SKILL BE NO • CaiLE'EKLWORKREOWRE-IFORTHEPERMMNEM CUTLET STRUCTURE FNOT
ENCROACHMENT INTO SUCH PROTECTED AREA(S) WITHOUT WRITTEN AUTHORIZATION OF ALREADY COMPETE REMOVE SK1MI,ffR.
THE TOWNS ZONING COMPLIANCE STAFF ANYACTIVITY(LANOSCAPING. FENCINGOR
UTILITY INSTALLATION, SHOWN ON THE APPROVED PVNS INA TREE PROTECTION AREA • REMOVE ANOORGPOSEEMY OF SEDINENTWRI FBASINANOCONSTRUCTEARTMEN BERJ
r �• SHALL ALSO NOT OCCUR VAT HOUT WRITTEN AUTHORIZATION FROM THE TOVOS ZONING TO MGN FOF�64Y AS REIX.iRED FOR PERAMFENI WET DEiENT10N eABIN
_• —_•� J __ —*. COMPLIANCE IESF ANY
PROTECTZEDION ENCROACHMENT OR DISTURBANCE RESULT
DESIGN.
\\\ FI E BOUNDARIES THE
PL CE TREE OF A CTION AREA GED VEGETALL TION
ION IN ACCORDANCE.
RESULT I EKGVATE ADDTKkNL TEFTH AS NEEDED AND FIRE GRADE BASIN 70 PROVIDE IP
/V
FINES AND E E REMCEMENT OF ANY DAMAGED VEGETATION IN ACCOgDVNCE WTH FOOT VEGETATED SHELF. BASIN INVERTS. ETC. AS SHOYNI ON THE WET DETENTION
\�\ \ THE lAN00EVELCFMENT ORDIWINCE BASIN DETAILS
/ \ S THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK
• \ \ AFTER ALL OTHER ENTIO BASINS.
COUPLE'WEDTOCONVERT TEMPORARYBASINS
\ IS COMPLETED AND THE FINAL SITE INSPECTION SCHEDULED PROP TO THEISSUANCE TO fNK WET DETENTION BASINS.INSTALL WETLAND PLANTS ON VEGETATED SHELF
- \ OF A CERTIFiCATEG OCCUPANCY(CO)THE FENCING SHALL BE REMOVED IMMEDIATELY AND SE--cDMLACH AML REMAINING AREAS FOR STABILIZATION.
I PRIOR TO THE FINK SITE INSPECTION FOR THE SITE
J — • • �� •� ' I T 1. ALL TOPSOIL ANDIOR SUBSOIL STOCKPILED DURING THE PERF CE OF WORK SHALL 7 REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER.
1111"'' _ . --� • _
" • BESTCMLED ONSITE WITHIN T
HE —�
OFFSITE STOCKPILE ANDIOR SUBSOIL SSTOCKPILES W ILLMITTED OBE ALLOOWED UNLESS A PERMIT • -- • ' . NPDES MONRORING NLD REPORTING IS REQUIRED BECAUSE THE PROPOSED LAND
-e-- , ' • O \ \\\ IS OBTAINED FROM THE TOWN OF CARY FOR THE OFFSITE STOCKPILE LOCATIONS
� _ ■ �`� �
DISTURBANCE EXCEEDS ONE ACRE.
! • - S S TEMPORARY DIVERSIONS MUST REMAIN FUNCTIONAL UNTIL THE STORM DRAINAGE
THE PROPOSED DENUDED AREA IS IB.S ACRES.
SYSTEM IS IN AND CONVEYING ALL RUNOFF TO THE SEDIMENT BASINS
I -' ♦ A \ M . ,\ A \� \\ \ D CUT AND FILL SLOPES THAT ARE 2 1 OR GREATER SHALL BE STABILIZED wTH
1` PERMANENT SLOPE RETENTION DEDUCES OR A SUITABLE COGNATION OF PLANTINGS
-� • \ / \ , �\ \� ,\\\ ANDRETENTION DEVICES SLOPES GREATER THAN G./ SHALL NOT BE STABIUZEDYMTH
/ M f TURF GRASSES BUT MUST BE STABILIZED WITH VEGETATION THAT REQUIRES ANIMAL
v \ MNNTENANGE (i E. WEEPING LOVE GRASS. RED FESCUE OR OTHER APPROVED
/ A VARIETIES)
\ f
/ \ •
R ♦ / \ a,\ /�' `\\\ 10 EACH LOT SHALL BE CLEARED INDIVIDUALLY AFTER THE BUILDING PERMIT IS ISSUED IF
f/f AN
MULTIPLE LOTS ARE TO BE CLEARED SIMULTANEOUSLY AND THE COMBINEDDENUOED
J� 1 • • 1 / \ \ F \ `J / AREA IS OVER 12,000 SF. AN EROSION CONTROL RAN WILL HAVE TO BE SUBMITTED
_ \ \Y: \ BEFORE THIS CLEARING BEGINS AND EACH LOTS BUILDING PERMIT ISSUED 1
SEDIMENT / • • —' I M \ ♦_ �(, \\
BASIN ♦ / • / �♦ �Y\y \ 11 THE CONSTRUCTION ENTRANCES SHALL BE MODIFIED TO ACHIEVE ADA COMPLIANCE I
Mi A __ • ` • _� / \ SEDIMENT 1'�`\\ \ INHERE APPLICABLE \ �-
- 1
Ar\ —
fT
SEDIMENT `� 11syM/ . \ A\ \ r - / �_ ••'\ Loin OF DISTURBANCE TIP. e
BASIN LO TI FLAGGED ON -SPE IN M
1` '� E FLAB FL GGERE TREE
M1 • il� r • \ PROTECTION FENCE IS NOT • / III
LED
ISEDIM E • `. ♦ .� �_ • �i • \ \ f 3 BASION((
R B s
N07ES 'SOI. LAIN REQUIRED (CF)= 36W*DRAINAGE AREA IAC)
SURFACE AREA REQUIRED (SF) = HUS' O,o (GS)
-A SKIMMER WILL BE USED DURING LIFE OF COMTRUCTTON
ADD COIR FIBER BAFFLES TO BASIN
LEGEND
® TEMP LOW SPOT
SILT )DICE OUTLET
dft TEMP WATTLE
TORP SET SOCK
EDTEMP INLET PROTECi10N
TEMF CONSTRULIIDN INTRANCE
TEMP ONERSION g H (LINED -SEE DETNU
TEMP SILT FENCE
--Iw TEMP TREE PROTECION FENCE
• uMTTS or DISTURBANCE
ALL EROSION CONTROL MEASURES SHALL BE ALL AD CENT STREETS WALL
INSPECTED NA MAINTAINED AFTER EVERY MIN BE KEPT CLEAN AT ALL TIMES
EVENT AND ONCE PER WEEK THE CONTRACTOR ORORA WASH STATION WILL BE
THEOWNERSHALLCONDUCTINSPECTIONSIN REQUIRED,
COMPLMNCE WITH NPDES REQUIREMENTS AND
RECORDS OF THOSE INSPECTONS SHALL BE KEPI
AVAIHABLE ONSITE
WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
[;OTE' ALL CONSTRUCTIONACTIVITY MUST BE
ACCORDANCE WITHTHEACCEPTED
OLICIES OF THE TOWN OF CARY AND NCDOT
17•DP•0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726

0
ESTABLISHMENT OF PERMANENT GROUND COVER
WILL BE ESTABLISHED IN 15 WORKING DAYS OR
_ 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
0
41
0
r Y
/ 1
i.
NPDES GROUND STABILIZATION REQUIREMENTS
1. SOIL STABILMZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND—DISTURBING ACTIVIM HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE-
ALL
CHEDULEALL PERIMETER DINES. SWALES. DITCNE5 SLOPES AND ALL SLOPES
STEEPER THAN 1 HORIZONTAL TO 1 VERY%'.1L 1d SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABEIZA71ON OUND COVER AS SOON AS
PRACTICABLE BUT N ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND—DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT Nun
EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND—OISTURBNG ACTIVITY.
2. CONDITIONS — N MEETING THE STABILIZATION REOUREMENTS ABOVE. THE
FOLLOWING COMMONS OR EXEMPTIONS SHALL APPLY:
4. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED
ON TER OTHER SLIE—SPECInC CONDITIONS THAT MARE COMPLIANCE
IMPRACRCAaZ
b. ALL SLOPES 50' N LDIGTH OR GREATER SHALL APPLY THE GROUND COVER
WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1 SLOPES LESS
THAN
50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES
ARE STEEPER THAN 1: I. THE 7 DAY—REOUIRDMDIT APPUES.
c. ANY SLOPED AREA ATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7—DAY
GROUND COVER REOUIREMEW
d. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7—DAY GROUND
COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2.1.
e.AL
METHODS ST SUCI1 ASC IS 57ABEI SPECIFIED
AS GROUY BE ND COVER. ON AOTHER
CASE—BY—CASE BASE;.
f. FOR PORTIONS OF PROJECT WrrHN THE SEDIMENT C(ONTROL
STABILIZATIONOEFWITH GROUND COVER' WSHALL BE ACHIEVED A5 SDON .� 05) .
PRACTICABLE BUT IN ANY EVERT ON ALL AREAS OF THE SITE WITHIN 7
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
q. POITRDNS OF A SITE THAT ARE LOWER N ELEVATION TITAN ADJACENT
DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE DURING
NSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER
RE MEAUTHORI
NTSS IF IDENTIFIED ON THE APPROVED E&SC PIAN OR ADDED BY THE
PERMITIII
NPDES NOTES
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT
NCGO1D000;
2. THIS PAGE CAN BE APPROVED By THE CITY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT 14CGOIOODO ONLY;
1. THIS PAGE OF THE APPROVED PLANS 15 ENFORCEABLE EXCLUSIVELY PURSUANT TO
NPDES GENERAL STORMWATER PERMIT NCG01D000;
4. THE CITY 15 NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT R
NOT A PART OF THE APPROVED PLAITS FOR PURPOSES OF ENFORCEMENT ACTION
UNDER THE CITY CODE
ALLEROSION CONTROL MEASURES SHALL BEALL ADJACENT STREETS WILL
INSPECTED AMD MANTANEO AFTER EVERY RAIN BE KEPT CLEAN AT ALL TIMES
EVENT AND ONCE PER WMIL THE CONTRACTOR OR OR A WASH STATION WILL BE
THl OWNPA 81fALL CONDUCT WBPlCTIONS IN REQUIRED.
COMPLIANCE WITH NPDES REQUIREMENTS AND
RECORDS OF THOSE INSPECTIOM• SHALL BE KEPT
AVAIMLE ONSITE.
WETLANDS EXIST ONSITE
NO FLOODPLAINS EXIST ON-SfTE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726

ITSTHELAWI
AS OF JANUARY 1, Awe. NORTH CAROLINA STATE LAW
S I a' PVC 54NITARY SEMSW I T I S �• D: J� S I % /y/ \ ```� a \
"O"RES ANYONE E%GVA"MG WITH AAECNANCAL
J , I� , SF/x,10E W/ClFANOUi. EYP, I , F W J I I �' EGUIPIENT ON HIGHWAY RIGHTS -OF -WAV, PRIVATE
• I m - 1 • TYPE -K COPPER WATER
I 3 Q I . I '\ '`A • \ UTILITY EASEMENTS. OR PUBLIC SPACES TO NOTIFY ALL
SFJRNLE w ,• METER. ttP-:oiF;s REST UTILITIES TWO (2) WORKING DAYS PRIOR TD DIGGING.
�3 I /RE;IIuNE N N i ;JOURNEYS REST I O \� \' \ \ A�iLRPELENGTHSARELEASMEDpi0A10EMERLNE
OF STRUCTURE TO CENTER OF STRUCTURE.
�% I lO I I LANE / \ ` \ \
/ IS• RLP , `�
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CONTACT NORTH CAROLINA ON IMM CENTER
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ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
/
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1D 'v � _9' PVOS � _
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355 PR LHS �RY
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j
, n Yu Sn aq-EXGTNG PROFILE ALONG R.O W. RIGH
345 - w LEFT
34551
- _
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1 2- - CONSTRUCTION NOTES
1. SWHTAWY• SEWERS SMALL E LAID AT LEAST 10 FEET LATERALLY FROM IDUSTNG OR ,
PROPOSED TATER MINS
340 UNLESS THE lZEVATON OF THE TOP OF THE SEWER IS AT
340 z wN[R[ AMWATT[R MSW AND SANITARY OR STDRN SEWER CROSS. AND THE MITTCCAL . i.
`/ / - LEAST 19• BELOW THE BOROM OF THE WATER MAN WITH A HORIZONTAL SEPARATION
/ i-31 94 LF SEPARATION 6 LESS THIN le INCHES. OR THE WATEALNE PASSES UNDER THE
w N
t
,. AID o . i 15' RCP SAMTARr SEWER, BOTH THE WATER MAN AND SANITARY SEWER SMALL E DUCTILE pOH T
Z
6.26x PPE, EUUMALENT TO WATER MAN STANDARDS FOR A DISTANCE OF 10 07
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SIDE AT TE PONT OF CROSSING. LLI
fQT ON EACH335 - I TE eOTTOM OF STORM SEWER RPE *HEN HOR¢ONIAL SEPARATION IS 3 FEET OR„ % 3. SANITARY SEPEtS SIMLL NwE THE TOP OF THE PPE AT LEAST 24 ACHES BELOW
e 7E 335 LESS ROM EMSTRIG OR PROPOSED STORM SEWER, WHERE A SMRARY SEWER AND A ¢ C mY
t _ 3-9' GV STORM SEWER CROSS, AND THE VERTICAL SEPWTION IS LESS THAN 24 INCHES x1TH �_ 2
THE SMNTARY 8" THE STORM OR TIE SIRARY IS ABOVE THE STORM. THE F O
i i S A• / �] STA 22+20.49 SANITARY SEVER SHILL E DUCTILE DON PIPE WITH A CONCRETE CRADLE INSTALLED y 0
>.
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4. MANHOLE TOPS: d I
C �.29a.B6 LF ROADWAYS AND ROAD SHOULDERS SHALL E INSTALLED WITH THE COVER FLUSH WITH
PVC OUTSIDE OF ROADWAYS: MANHOLES NSTALLED OUTSIDE OF ROADWAYS SHALL BE W _
330 zt •ed 330 THE TOP OF PAVEMENT HWe
O 3.69x
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STA: i l a3 ' SIMLLL BEE E ELEVATED z- FrrAiBOOVETHTE FORESTED TION. z
�B n 00 -YEAR FLOOD 2OeL AL MANHOLES LOCATED WITHIN THE 1O0 -YEAR FLOOD
a ^ ELEVATION SHALL E ELEVATED AT LEAST 34 NLNEs ABOVE THE 100 -YEAR ROOD g$ d
STA 11i4)�79 l \ _ o ELEVATION OR SPECIFY WATFRRONT COVERS AND YEWS A IDRI IOD AT LEAST 24 10 O
_ 325 WELL MAINTAINED MFRS: ALL MWHgES NSTNLLD N WELL MNTNNE) REAS. i
325 / \ ?t2x 5 x i M+CIES ABOVE THE loo -YEW RDDo ETFVATI N.
SUCH AS YARDS, SIDEWALKS OR OTHERWISE INSIDE M 0 ROVED LF 5. RKM-OF-WAY
E E M
ry ry SHALL INSTALLED FLUSH WITH THE SURFACE.
74i � 24.e3 ALL CONSTRUCTION SNALL E N ACCORDANCE WITH THE TOWN OF CARY AND THE
n 15' RCP _ STATE OF NORTH CAROLINA swAmROs AND snow ATIONS.
k -��
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320
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z{.11 tF IN Asst / + 4' a SAWARY \ e 1.76% o E z &'A POLICIES OF THE TOWN OF GARY AND NCDOT
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TOWN OF CARY PROJECT NO. 17 -DP -0726

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335
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CREST CREST
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TOWN OF CARY PROJECT NO. 17 -DP -0726

'E•7O
DESTINATION DRIVE
ZU7+SU ZUU+UU 2U`J+UU z1U+W 211+UU
214+UU 215+00
zl/+UU
RAe6CLCWrn Tabb R9e0 CL Um TtlM
DIRWA0 IAN" RAeeM LJrRF L -Oh I M -W
Ct ISOM, mow L1 307JV NH V47.651I
C2 14M. 50000• LZ -W S®0051.a^W
CJ 2E.10' •GRI LT 199.65' See4W51.49'W
CIL 1-77, 206.00' L• e3.w' wr02'11J3^W
u W.W wlrw.3/w
C3 ne.a' 206. W'
Ce 276.30• =.Do* is 2W3T' S•r22'27.5•-1'
C7 103.2e' 2WAr L7 110-' uT2217.34Y
LB 74.01 51r1s'oLaT
U 41.11' 5tr15.Oe.NT
LA0 Me" S40-013e.411Y
L11 am Nerwaa7w
L12 3.70' S1723'332e`W
L13 -IV 57JM'S1.S4Y
L14 203.93' I. -52.1.1V
AS OF JANUARY I, 19M NORTH CAROLINA STATE LAW
REOUIRES ANYONE EXCAVATING WITH MECHANICAL
EWIPMEMY ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
"L TY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO 12) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL RPE LENGTHS ME MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTIBR OF STRUCTURE.
COARCT NDIRTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. ISOM 632-490
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
CONSTRUCTION NOTES
I. SANITARt' SEWERS SHILL BE UID AT LEAST 10 FEET LATERALLY ROM FEX'"' OR
PROPOS m WATER MANS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
LEST IS' BELOW THE 9017DM OF THE WATER MIN WITH A HORIZONTAL SEPARATION
OF AT LUST 3 FEET
2. WHERE A WATER MAN AND SANITARY OR STORM SEWER CROSS. AND THE VERTICAL
SEPARATION IS LESS THAN 18 NCRES. OR THE WATERLINE PASSES UNDER THE
SAMIT- SLWlA. BOTH THE WATER MAN AND SANITARY SEWER SKILL BE DUCTILE IRON
RPE EOUNALDfr TO WATER MN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SDE AT THE POM OF CROSSkNG.
3. SANIMRY SEWERS SHILL HAVE THE TOP OF THE PIPE AT LEAST 24 INCHES BELOW
THE BORON OF STORM SEWER RPE WHEN HORIZONTAL SEPARATION IS 3 FEET OR
LESS FROM DOSING ON PROPOSED STORM SE•WEA WHOM A SWITARY SEWER AND A
STORM SEW CROSS. AND THE VERTICIL SEPARATION IS LESS THAN 24 INCHES WITH
THE SANITARY BELOW THE STORM OR THE SANITARY 15 ABOVE THE STORM. THE
SAWTARY SEWER SHALL BE DUCTILE IRON RPE WITH A CONCRETE CRADLE INSTALLED
HAVING A S' CLEARANCE
C MANHOLE TOPS:
. ROADWAYS MDI ROAD S14OU DERS 51WL BE INSTALLED WITH THE COVER FLUSH WITH
THE TOP OF PAVEMENT.
• OUTSIDE OF ROADWAYS: MANHOLES NSTALIID OUTSIDE OF ROADWAYS SHALL BE
ELEVATED AT LEAST I -FT ABOVE THE SURFACE GRADE UNLESS OTHERWISE NOTED.
• WOODED 017FALL.S: ALL MANHDLES INSTALLED N WOODED, FORESTED OR BRUSHY
AREAS SHALL BE ELEVATED AT IE46T 2 -FT ABOVE THE SURFACE ELEVATION,
IW -YEAR FLOW ZONE ALL MANHOLES LOCATED WITHIN THE IW -YEAR FLOW
ELEVATION 95ALL BE ELEVATED AT LEAST 24 INCHES ABOVE THE IOO-YEAR FLOOD
ELEVATION OR SPECIFY NA1FR9GHT COVERS AND VENTS TMT EMEND AT LEAST 24
INCHES ABOVE THE IOD -YEAR FLOW ELEVATION.
WELL MAINTAINED AREAS ALL LANINKNES INSTALLED N WELL AAMANEO AREAS.
SUCH AS YARDS, SIDEWALKS OR O'111ERYNLSE NSWE AN IMPROVED RCM -OF -WAY
SHALL BE INSTALLED FLUSH MTM THE FINISHED SURFACE.
5. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH 714E TOWN OF CMD' MIO THE
STATE OF NORM CAROLINA STANDARDS AND SPECIFICATIONS.
�N CARO
� ESsV /i
PR LfiS �RY
CINE t'
PROPDSED PROFILE CENTERLINE
R
DIKING PROFILE CENTERLINE
-EXISTING PROFILE ALONG R.n. W
EXKMNG PROF6E . LEFT
- - AYNf. _ .NT
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
(WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726
PHASE 2 PHASE
HOPoZaNTAL CINVE
COMRIOS
_
VERTKUL CURVE CONINDLS
STREET
POSTED MSC`
MAX TANGENT
N:FrlIERL1NIE
MAXGMOE
LE- IN LEIGTN(F
ROAD TUNE
SS-,
SPEED SPEED
RFT)
RACHIS (FT)
N . ).]4x
K - 2e.05
(wP (NPM
REOD PROUD
MN MN
REOD PROUD
CREST CREST SAG SAG REOD PRIM
217.02' YC
RF.OD PROUD
REO'0 PROYD RE09-:PROUD
UiNEYSREST"HE
MAJOR IDGL
2S 25
SOU SmI
206 200
9x ]SDK
III 26A )s tIR:
---_
ISTNUTXX4 DRNE
MAJOR LOCAL
25 23
Sao 3454.
.TIO 206
9K ].0K
lU 26A ]5 tPe
:VEINS EDGE COURT
MINOR LOCAL
2S 2S
500 =IS
2D) 200
11% 4.93%
12A S6A 75 t10t
I. BARGEE ROAD
AMJOR LOLL
25 TS
500 WA
200 WA
Y% WA
1. WA 2S• WA M WA
I LEVVTER SRJPRMD THOROWNFARE
a 50
WA WA
-' WA
WA
I+M "' WA WA
REFERTD MSIITO
ZU7+SU ZUU+UU 2U`J+UU z1U+W 211+UU
214+UU 215+00
zl/+UU
RAe6CLCWrn Tabb R9e0 CL Um TtlM
DIRWA0 IAN" RAeeM LJrRF L -Oh I M -W
Ct ISOM, mow L1 307JV NH V47.651I
C2 14M. 50000• LZ -W S®0051.a^W
CJ 2E.10' •GRI LT 199.65' See4W51.49'W
CIL 1-77, 206.00' L• e3.w' wr02'11J3^W
u W.W wlrw.3/w
C3 ne.a' 206. W'
Ce 276.30• =.Do* is 2W3T' S•r22'27.5•-1'
C7 103.2e' 2WAr L7 110-' uT2217.34Y
LB 74.01 51r1s'oLaT
U 41.11' 5tr15.Oe.NT
LA0 Me" S40-013e.411Y
L11 am Nerwaa7w
L12 3.70' S1723'332e`W
L13 -IV 57JM'S1.S4Y
L14 203.93' I. -52.1.1V
AS OF JANUARY I, 19M NORTH CAROLINA STATE LAW
REOUIRES ANYONE EXCAVATING WITH MECHANICAL
EWIPMEMY ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
"L TY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO 12) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL RPE LENGTHS ME MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTIBR OF STRUCTURE.
COARCT NDIRTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. ISOM 632-490
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
CONSTRUCTION NOTES
I. SANITARt' SEWERS SHILL BE UID AT LEAST 10 FEET LATERALLY ROM FEX'"' OR
PROPOS m WATER MANS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
LEST IS' BELOW THE 9017DM OF THE WATER MIN WITH A HORIZONTAL SEPARATION
OF AT LUST 3 FEET
2. WHERE A WATER MAN AND SANITARY OR STORM SEWER CROSS. AND THE VERTICAL
SEPARATION IS LESS THAN 18 NCRES. OR THE WATERLINE PASSES UNDER THE
SAMIT- SLWlA. BOTH THE WATER MAN AND SANITARY SEWER SKILL BE DUCTILE IRON
RPE EOUNALDfr TO WATER MN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SDE AT THE POM OF CROSSkNG.
3. SANIMRY SEWERS SHILL HAVE THE TOP OF THE PIPE AT LEAST 24 INCHES BELOW
THE BORON OF STORM SEWER RPE WHEN HORIZONTAL SEPARATION IS 3 FEET OR
LESS FROM DOSING ON PROPOSED STORM SE•WEA WHOM A SWITARY SEWER AND A
STORM SEW CROSS. AND THE VERTICIL SEPARATION IS LESS THAN 24 INCHES WITH
THE SANITARY BELOW THE STORM OR THE SANITARY 15 ABOVE THE STORM. THE
SAWTARY SEWER SHALL BE DUCTILE IRON RPE WITH A CONCRETE CRADLE INSTALLED
HAVING A S' CLEARANCE
C MANHOLE TOPS:
. ROADWAYS MDI ROAD S14OU DERS 51WL BE INSTALLED WITH THE COVER FLUSH WITH
THE TOP OF PAVEMENT.
• OUTSIDE OF ROADWAYS: MANHOLES NSTALIID OUTSIDE OF ROADWAYS SHALL BE
ELEVATED AT LEAST I -FT ABOVE THE SURFACE GRADE UNLESS OTHERWISE NOTED.
• WOODED 017FALL.S: ALL MANHDLES INSTALLED N WOODED, FORESTED OR BRUSHY
AREAS SHALL BE ELEVATED AT IE46T 2 -FT ABOVE THE SURFACE ELEVATION,
IW -YEAR FLOW ZONE ALL MANHOLES LOCATED WITHIN THE IW -YEAR FLOW
ELEVATION 95ALL BE ELEVATED AT LEAST 24 INCHES ABOVE THE IOO-YEAR FLOOD
ELEVATION OR SPECIFY NA1FR9GHT COVERS AND VENTS TMT EMEND AT LEAST 24
INCHES ABOVE THE IOD -YEAR FLOW ELEVATION.
WELL MAINTAINED AREAS ALL LANINKNES INSTALLED N WELL AAMANEO AREAS.
SUCH AS YARDS, SIDEWALKS OR O'111ERYNLSE NSWE AN IMPROVED RCM -OF -WAY
SHALL BE INSTALLED FLUSH MTM THE FINISHED SURFACE.
5. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH 714E TOWN OF CMD' MIO THE
STATE OF NORM CAROLINA STANDARDS AND SPECIFICATIONS.
�N CARO
� ESsV /i
PR LfiS �RY
CINE t'
PROPDSED PROFILE CENTERLINE
R
DIKING PROFILE CENTERLINE
-EXISTING PROFILE ALONG R.n. W
EXKMNG PROF6E . LEFT
- - AYNf. _ .NT
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
(WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726
PHASE 2 PHASE
t
0OOW RSTE3EV ;'W1..si'
PN
S
STA - ]tO+58.94
PA ELEY - 329.89
a
N . ).]4x
K - 2e.05
365
217.02' YC
365
gx
�m
360
360
_
355
355
l5i
ALA -P4�
q@
ANO CROSSWAK
O 2.06%
m ? (2x Mz)
350
R
rgxg
350
q2 $
K
fi
ADA RAMP
345
5
0 3 60x
ox MAX)
345
TEMP 8' BOA
i
TEE
STA 206+77.32
~
•-
I
31.15 Lr 2-a' ov
\
AW RAMP
_X.M�in
0 .69 LF 1
j
15" RCP STA; 216+17.0
340
\\
O ].34x ry
(Sx MAX) u
�hn
/ 15' RCP i 4
/
O 2.32%'
/
e 3.69X
340
..-.•
�..
^ fi o
�1<3-8'
/ /
e' TEE - 0
WL/SD
GV y
STA: 213+]].1B S' M A5SY
,
STA 215+48.45
w4s0
x
335
-- TH Assn
STA. 209+46.30
335
SSFW/SD
O
eB'�4 SS/SD
/
31.94
330
's'°M 424"15'
\
LF -
RCP - o $
O 6.26%
330
_a
3.000 P9
- /
'
0 0.81 \
WL/50
25 8 S� '
g
325
CONIC CRADLE
r
,
` B" TEE
I 1-e'v6' RED
-S. GV
_
SS/SD
O 3.89%
325
...
>2%C' -10.19 LF
^
Sgog :4
STA2OV
O ONx
It3
300PSI
I2
/ /
ONCCR`DUE
100 YR FLOOD ELEVATION
DA = 7.49 AC
n320
320
r V ^
.�
= s
106BIL LF 0100 = 45.87 CFS
36' RCP
I
_
e 5.45X WSE = 328.10
315
4�
25 -YR FLOOD ELEVATION
025=38.65 CFS
�'�
315
~
WSE=327.64
PHASE 2 PH
SE 1
E
310
310
CENTERLINEI�x
Y^
305
ELEVATIONS
:d
r
and
305
-0
)0�
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214+UU 215+00
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DIRWA0 IAN" RAeeM LJrRF L -Oh I M -W
Ct ISOM, mow L1 307JV NH V47.651I
C2 14M. 50000• LZ -W S®0051.a^W
CJ 2E.10' •GRI LT 199.65' See4W51.49'W
CIL 1-77, 206.00' L• e3.w' wr02'11J3^W
u W.W wlrw.3/w
C3 ne.a' 206. W'
Ce 276.30• =.Do* is 2W3T' S•r22'27.5•-1'
C7 103.2e' 2WAr L7 110-' uT2217.34Y
LB 74.01 51r1s'oLaT
U 41.11' 5tr15.Oe.NT
LA0 Me" S40-013e.411Y
L11 am Nerwaa7w
L12 3.70' S1723'332e`W
L13 -IV 57JM'S1.S4Y
L14 203.93' I. -52.1.1V
AS OF JANUARY I, 19M NORTH CAROLINA STATE LAW
REOUIRES ANYONE EXCAVATING WITH MECHANICAL
EWIPMEMY ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
"L TY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO 12) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL RPE LENGTHS ME MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTIBR OF STRUCTURE.
COARCT NDIRTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. ISOM 632-490
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
CONSTRUCTION NOTES
I. SANITARt' SEWERS SHILL BE UID AT LEAST 10 FEET LATERALLY ROM FEX'"' OR
PROPOS m WATER MANS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
LEST IS' BELOW THE 9017DM OF THE WATER MIN WITH A HORIZONTAL SEPARATION
OF AT LUST 3 FEET
2. WHERE A WATER MAN AND SANITARY OR STORM SEWER CROSS. AND THE VERTICAL
SEPARATION IS LESS THAN 18 NCRES. OR THE WATERLINE PASSES UNDER THE
SAMIT- SLWlA. BOTH THE WATER MAN AND SANITARY SEWER SKILL BE DUCTILE IRON
RPE EOUNALDfr TO WATER MN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SDE AT THE POM OF CROSSkNG.
3. SANIMRY SEWERS SHILL HAVE THE TOP OF THE PIPE AT LEAST 24 INCHES BELOW
THE BORON OF STORM SEWER RPE WHEN HORIZONTAL SEPARATION IS 3 FEET OR
LESS FROM DOSING ON PROPOSED STORM SE•WEA WHOM A SWITARY SEWER AND A
STORM SEW CROSS. AND THE VERTICIL SEPARATION IS LESS THAN 24 INCHES WITH
THE SANITARY BELOW THE STORM OR THE SANITARY 15 ABOVE THE STORM. THE
SAWTARY SEWER SHALL BE DUCTILE IRON RPE WITH A CONCRETE CRADLE INSTALLED
HAVING A S' CLEARANCE
C MANHOLE TOPS:
. ROADWAYS MDI ROAD S14OU DERS 51WL BE INSTALLED WITH THE COVER FLUSH WITH
THE TOP OF PAVEMENT.
• OUTSIDE OF ROADWAYS: MANHOLES NSTALIID OUTSIDE OF ROADWAYS SHALL BE
ELEVATED AT LEAST I -FT ABOVE THE SURFACE GRADE UNLESS OTHERWISE NOTED.
• WOODED 017FALL.S: ALL MANHDLES INSTALLED N WOODED, FORESTED OR BRUSHY
AREAS SHALL BE ELEVATED AT IE46T 2 -FT ABOVE THE SURFACE ELEVATION,
IW -YEAR FLOW ZONE ALL MANHOLES LOCATED WITHIN THE IW -YEAR FLOW
ELEVATION 95ALL BE ELEVATED AT LEAST 24 INCHES ABOVE THE IOO-YEAR FLOOD
ELEVATION OR SPECIFY NA1FR9GHT COVERS AND VENTS TMT EMEND AT LEAST 24
INCHES ABOVE THE IOD -YEAR FLOW ELEVATION.
WELL MAINTAINED AREAS ALL LANINKNES INSTALLED N WELL AAMANEO AREAS.
SUCH AS YARDS, SIDEWALKS OR O'111ERYNLSE NSWE AN IMPROVED RCM -OF -WAY
SHALL BE INSTALLED FLUSH MTM THE FINISHED SURFACE.
5. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH 714E TOWN OF CMD' MIO THE
STATE OF NORM CAROLINA STANDARDS AND SPECIFICATIONS.
�N CARO
� ESsV /i
PR LfiS �RY
CINE t'
PROPDSED PROFILE CENTERLINE
R
DIKING PROFILE CENTERLINE
-EXISTING PROFILE ALONG R.n. W
EXKMNG PROF6E . LEFT
- - AYNf. _ .NT
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
(WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
Ea
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TOWN OF CARY PROJECT NO. 17 -DP -0726

I /
Il I
II l N \
S
1
S' TEE
I
S' ' RED
2-a- c vosE 1_
I SE 2
YENS EDGE �CLP1
09+61 k
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PN ASSY 00
O
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HAVENS EDGE COURT
PHASE 2 PHASE 1
inn inn
300+00 301+00 302+00 303+00 304+00 305+00 306+00
ITS THE LAW I
AS OF JANUARY 1. 1983• NOIITH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT TY ON HIGHWAY AIGHTUBLICS PA WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
TIF
UTILITIES TWO 12) WORKING DAYS PRIOR 10 GIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OFSTRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. IeDDI 652 -WN
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
5O"0 50 100
PLAN/PROFILE (HORIZONTAL)
V
CONTROLS
LOW PT STA . ]01+90.32
Zy $�
WRAM
5 2.5 0 5 10
STTEEi
POSTED DESIGN
MAXTANGEHT
} W $ i$
g
MAX ORAOE
PROFILE (VERTICAL)
W Z aX �
LOW Pr ELEV . 321.58
P.1 STA . 302446.33
'��
Z
LET)
CONSTRUCTION NOTES
a
Z
R90 CL LOW TAME
REAR CL CAIV9 T—
1 SANITARY SEWERS SHALL 9E LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR
L`1
LLI
UNrI LWeN DkAAtkn
cA—. L.4p RWu.
PROPOSED WATER MAINS UNLESS 71E QEVA710N OF llff TOP OF THE SEWER b AT
LEAST 18' BELOW THE BOTTOM OF THE WATER MAN WITH A HORIZONTAL SEPARATION
PN ELEY - 322.14
AD - 4.DOW
L1 307.3Y x..•31V7.uw
C1 159.6]' 200.00•
C2 14.33' 500.00' U ]00.]6' .8440'SI.l9w
OF AT LEAST 3 FEET
AT A WATER N ARD SAITARY OR STORM SEWER CROSS. AND THE VERTK+AL
2. WHMAI.
SEPARATION IS LESS THIN 18 INCHES. OR THE WATERLINE PASSES UNDER THE
8
V 199.65' SN40'S1.Nw
C3 222.10' 200.00'
SAWTAO SEWER. BOTH THE WATER MAN AND SANITARY SEWER SHALL BE WCTRE IRON
PIPE UNU
EO AT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE AT iNE PONT OF CROSSING.
Z L i
345
3. SANITARY SEWERS S WLL HAVE THE TOP OF THE PIPE AT LEAST 24 NCNB BELOW
PIE WHEN
r l3
O J J
J
U >D.SO' W19'0151w
q "76.64' 200.00'
THE WrMM OF STORM SEWON HORIZONTAL SEPARATION IS 3 FEET OR
LESS FROM FISTING OR PROPOSED STORM SEWER, WHERE A SANITARY SEWER AND A
X . xe.aD
112.01 vc
CO 27830' 200.00' U '302" S4T22.27.SIw
STORY SEWERCROSS. AND THE VERTICAL SEPAIINIM b LESS TWA! 24 INCHES M111
THE SANITARY BELOW THE STORM OR THE SANITARY b ABOVE THE STORM. THE
_
IA W p 2
U)
V HOLM' .4r22.27.34w
CY 10].26' 200.00'
SANITARY SEWER WALL SE DUCPLE IRON PIPE WITH A CONCRETE CRADLE INSTALLED
AHCE
UMANHOIE
345
U 74.65' S1S15b0.46TE
U 41.11' .14"5'00.404
4. TOM:
P D RA D S SHALL BE INSTALLED WITH TIE COVER FLUSH WINTHE TO
i4
�/R AM
TWI O Uo =
L 0 AS.w' SKY-W3141w
OUTSIDE OF ROADWAYS: MANHOLES INSTALLED OUTSIDE OF ROADWAYS SHILL BE
ELEVATED AT LEAST 1 -Pr ABOVE THE SURFACE GRADE UNLESS OT ERWSE NOTED.
Q O yl
Ltt 4109' N6426'DLS1w
WOODED OUTFALLS: ALL MANHOLES INSTALLED IN WOODED. FORESTED OR BRUSH/
AREAS SINAL BE ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
M J w
W EI
'sem �d
• 100 -YEAR ROOD ZONE ALL MANHOLES LOCATED WITHIN THE 100 -YEN FLOOD
W F'
Lt3 104.27' S7J4'st.xw
ELEVATION STALL BE ELEVATED AT LEAST 24 NICHES ABOVE THE 100 -YEAR FLOOD
ER
ELEVATION OR SPIDUY WATOTWHT COVS AND VENTS THAT EXTEND AT LUN ST
INCHES ABOVE THE OO -YEAR ROOD ELEVATION.
260 WA
m .NAA
0
LIA 203.93' INY4]9'S2.t6w
+
NIOSOLGNFARE
Q
w
-•- WA
SUCHAS YARDS. SIDEWALKS OR OTIERWISC INSIDE AN IMPROVED RIGHT-OF-WAY
SHALL BENSTAUED FLUSH WITH THE FINISHED SURFACE
WA - WA
WA
"REFER TO AASHIO
0. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY AND THE
STATE OF NORTH CAROLINA STANOARDS AND SPECIFICATIONS.
R
R
340
340
335
TEMP 6' B.OA
STA 304+43.00
335
330
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330
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STA 705+09.00
325
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320
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300
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300
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295
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295
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g
290
ELEVATIONS
1
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300+00 301+00 302+00 303+00 304+00 305+00 306+00
1 �q ) zz5Z
270
PR LSI 'RY U U 8
3 O
CIN ~ ~
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PROPOSED PROFILE
DcbCTERUNE
TNNE
DQSrEW. PROFILE C PROFILE ALONG R.O
—�—FXIS7YNc PRnn unatO•. R�O�w. 89:x7 T
xDR4IDNTAL CUHLVE
ITS THE LAW I
AS OF JANUARY 1. 1983• NOIITH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT TY ON HIGHWAY AIGHTUBLICS PA WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
TIF
UTILITIES TWO 12) WORKING DAYS PRIOR 10 GIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OFSTRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. IeDDI 652 -WN
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
5O"0 50 100
PLAN/PROFILE (HORIZONTAL)
V
CONTROLS
Zy $�
WRAM
5 2.5 0 5 10
STTEEi
POSTED DESIGN
MAXTANGEHT
} W $ i$
g
MAX ORAOE
PROFILE (VERTICAL)
W Z aX �
ROAD NAME
'��
Z
LET)
CONSTRUCTION NOTES
a
Z
R90 CL LOW TAME
REAR CL CAIV9 T—
1 SANITARY SEWERS SHALL 9E LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR
L`1
LLI
UNrI LWeN DkAAtkn
cA—. L.4p RWu.
PROPOSED WATER MAINS UNLESS 71E QEVA710N OF llff TOP OF THE SEWER b AT
LEAST 18' BELOW THE BOTTOM OF THE WATER MAN WITH A HORIZONTAL SEPARATION
I yE
L1 307.3Y x..•31V7.uw
C1 159.6]' 200.00•
C2 14.33' 500.00' U ]00.]6' .8440'SI.l9w
OF AT LEAST 3 FEET
AT A WATER N ARD SAITARY OR STORM SEWER CROSS. AND THE VERTK+AL
2. WHMAI.
SEPARATION IS LESS THIN 18 INCHES. OR THE WATERLINE PASSES UNDER THE
V
ZQ O Z
V 199.65' SN40'S1.Nw
C3 222.10' 200.00'
SAWTAO SEWER. BOTH THE WATER MAN AND SANITARY SEWER SHALL BE WCTRE IRON
PIPE UNU
EO AT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE AT iNE PONT OF CROSSING.
Z L i
L4
C4 I W.i 200.00• 31.96' SW0221.73w
3. SANITARY SEWERS S WLL HAVE THE TOP OF THE PIPE AT LEAST 24 NCNB BELOW
PIE WHEN
r l3
O J J
J
U >D.SO' W19'0151w
q "76.64' 200.00'
THE WrMM OF STORM SEWON HORIZONTAL SEPARATION IS 3 FEET OR
LESS FROM FISTING OR PROPOSED STORM SEWER, WHERE A SANITARY SEWER AND A
Ys 1w.Y
CO 27830' 200.00' U '302" S4T22.27.SIw
STORY SEWERCROSS. AND THE VERTICAL SEPAIINIM b LESS TWA! 24 INCHES M111
THE SANITARY BELOW THE STORM OR THE SANITARY b ABOVE THE STORM. THE
_
IA W p 2
U)
V HOLM' .4r22.27.34w
CY 10].26' 200.00'
SANITARY SEWER WALL SE DUCPLE IRON PIPE WITH A CONCRETE CRADLE INSTALLED
AHCE
UMANHOIE
Z y p
�F
U 74.65' S1S15b0.46TE
U 41.11' .14"5'00.404
4. TOM:
P D RA D S SHALL BE INSTALLED WITH TIE COVER FLUSH WINTHE TO
i4
�/R AM
TWI O Uo =
L 0 AS.w' SKY-W3141w
OUTSIDE OF ROADWAYS: MANHOLES INSTALLED OUTSIDE OF ROADWAYS SHILL BE
ELEVATED AT LEAST 1 -Pr ABOVE THE SURFACE GRADE UNLESS OT ERWSE NOTED.
Q O yl
Ltt 4109' N6426'DLS1w
WOODED OUTFALLS: ALL MANHOLES INSTALLED IN WOODED. FORESTED OR BRUSH/
AREAS SINAL BE ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
M J w
W EI
L12 In' SIr25'3tLU;
• 100 -YEAR ROOD ZONE ALL MANHOLES LOCATED WITHIN THE 100 -YEN FLOOD
W F'
Lt3 104.27' S7J4'st.xw
ELEVATION STALL BE ELEVATED AT LEAST 24 NICHES ABOVE THE 100 -YEAR FLOOD
ER
ELEVATION OR SPIDUY WATOTWHT COVS AND VENTS THAT EXTEND AT LUN ST
INCHES ABOVE THE OO -YEAR ROOD ELEVATION.
260 WA
m .NAA
0
LIA 203.93' INY4]9'S2.t6w
• WELL MAIRANED ARDS: ALL MANHOLES NSTALIED IN WELL MAINTAINED REAS.
NIOSOLGNFARE
Q
WA IWA
-•- WA
SUCHAS YARDS. SIDEWALKS OR OTIERWISC INSIDE AN IMPROVED RIGHT-OF-WAY
SHALL BENSTAUED FLUSH WITH THE FINISHED SURFACE
WA - WA
WA
"REFER TO AASHIO
0. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY AND THE
STATE OF NORTH CAROLINA STANOARDS AND SPECIFICATIONS.
1 �q ) zz5Z
270
PR LSI 'RY U U 8
3 O
CIN ~ ~
$$�d°
PROPOSED PROFILE
DcbCTERUNE
TNNE
DQSrEW. PROFILE C PROFILE ALONG R.O
—�—FXIS7YNc PRnn unatO•. R�O�w. 89:x7 T
xDR4IDNTAL CUHLVE
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner. Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726
CONTROLS
VERTICAL CURVE CONTROLS
STTEEi
POSTED DESIGN
MAXTANGEHT
CENTERLINE
MAX ORAOE
LENGTH
MM LENGM (Fl
ROAD NAME
'��
.PEED SPEED
(APM MPH)
LET)
RAOA6TFT
MN MN
CREST CREST SAG SAG
T—
REOO PitOJD
REO'p PROVO
REDO PROUD
REED PROUD REED PROVO
REED PROVI
JURNEYs REST LANE
MAXI LOCAL
25 2I
600 SOflm
200 200
9K 15000
12A 26A
Ys 1w.Y
_
ESTNATON GRAVE
MAJOR LOCAL
_ _
25 25
500 IAD1>S
_
200 E10 _.
_900 ].3D,.
1N —_ -2M —
_
- ]5 :; 191.K
AVEEDGE WORT
ARMOR LOLL
ri 23
400 IOD.W
200 200
1214 4.904
12A 261
Ys 11601
Jf 6ARSEEROAD
AN/ORLOCAL
ri ri
'.DO WA
260 WA
m .NAA
12A WA 264 I WA
75 WA
X. LEERIER SHOP RENO
NIOSOLGNFARE
13 b
WA IWA
-•- WA
WA
WA - WA
WA
"REFER TO AASHIO
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner. Date:
z
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TOWN OF CARY PROJECT NO. 17 -DP -0726

awn
12".8• TEE
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V 1 I 113.5' 01 OF 27'
/• 1
/ I 20' PRIVATE
DRAINAGE ESMT
/ V V
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19
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EOUIPMENT ON HIGHWAY RIGHTS I.WAV. PRIVATE
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UTILITIES TWO (2) WORKING DAYS PRIOR m DIGMMM
s
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POSTER DESIGN MAI TANGENT
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6.5' S.0' 3.0' 11.0'
10' r0' ZO' J
I
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AS OF JANUARY 1, INS. NORTH CAROLINA STATE LAW
REWIRES ANYONE EXCAVATING WITH MECHANICAL
190 xi
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iB' RCP
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WA
370
EOUIPMENT ON HIGHWAY RIGHTS I.WAV. PRIVATE
TI
ULITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO (2) WORKING DAYS PRIOR m DIGMMM
•
.
6" TEE
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•
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OF STRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH
f/i O x =
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202
U LL
I 25
LOW PT EL .718.03
PVf STA - +99.10
CAROLINA ONE -GALL CENTER
PRIOR TO ANY CONSTRUCTION. 14Dq e,2a9w
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ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
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AO . -1.409.
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BARBEE ROAD
I SANRARY SEWERS SKILL BE LAID AT LEAST ID FEET LATERALLY FROM IX19TYIG OR
PROPOSED WATER MAINS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
LEAST 13- BELOW TAE BOTTOM OF THE WATER MAN WITH A HORIZONTAL SEPARATION
OF AT LEAST J FEET.
2. HERE A WATER MAN AND SANITARY OR STORM SEWER CROSS. AND INE VERTICAL
SEPARATION B LESS THAN IB NCHES, OR THE WATERLINE PASSES UNDER THE
54 NTnRY SEW9t, BOTH THE WATER MAN AND SANITARY SEWER SKILL BE DUCTILE IRON
PIPE. EQUIVALENT TO WATER MAN STANOAROS FOR A DISTANCE OF 10 FEET ON EACH
SIDE AT INE POINT OF CROSSING.
3. SAN SEWERS SHILL HAVE THE TOP OF THE PIPE AT LEAST 24 RICHES BELOW
THE 8070M OF STORM SEWER PIPE WHEN HORIZONTAL SEPARATION 15 3 FEET OR
LESS MOM EXISTING OR PROPOSED STORM SEWER WHERE A SANITARY SERER AND A
STORM SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 24 INCHES WITH
THE SANT- BELOW THE STORM OR THE SANTANY 5 ABOVE THE STORM. THE
SANITARYSEWER SHILL BE DUCTILE IRON PIPE WITH A CCKRETE CRADLE INSTALLED
HAVING A 6• CLEARANCE.
H. MANHOLE TPS.
• ROADWAYS AND ROAD SHOULDERS SHALL BE INSTALLED WITH THE COVER FLUSH WITH
THE TOP OF PAVEMENT
• OUTSIDE OF ROADWAYS. MAHMES IN TILLED OUTSIDE OF ROADWAYS SHALL BE
ELEVATED AT LEAST t -FT ABOVE THE SURFACE OWE UNLESS OTHERWISE NOTED.
• WOODED OUTFA.S: ALL MANHOLES INSTALLED N WOOCED, FORESTED OR BRUSHY
AREAS SHILL RE ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
• IDO-YEAR FLOOD ZONE ALL MAMHOLES LOCATED WITHIN THE 100 -YEAR FLOOD
ELEVATION SHALL BE ELEVATED AT LEAST 24 INCHES ABOVE THE 100 -YEAR FLOOD
ELEVATION OR SPECIFY WATERTIGHT COVERS AND VENTS THAT EXTEND AT LEAST 21
INCHES ABOVE THE TOO -YEAR FLOOD ELEVATION.
• WELL MANTNNED AREAS: ALL MANHOLES INSTALLED IN WELL MNNTANED AREAS.
SUCH AS YARDS, 9DEWAL%S OR OTHERWISE INSIDE AN IMPROVED RIGHT-OF-WAY
BULL BE INSTALLED FLUSH 'MIH THE RAMED SURFACE.
S. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE TOWN OF CARY AND NTE
STATE OF NORTH CAROLINA STANDARDS AND SPECIFlGTONS.
N CARO
2 Essr /.
PR2 LHiV yRY
CL
I'll ��ID L 0I'
PROPOSED PROFILE CENTEMJNE
- -EXISTING MORLE CENTERUNE
-- ^ -EXISTING PROFILE ALONG R.O.W. LEFT
EXISTING PROFILE ALONG R.0 W. RIGHT
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITYMUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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10' r0' ZO' J
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370
I
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H1CN PT Sq . 33J49.04!
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LOW PT STA 5094]1 BLI
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PH 5 A 507. 4'M
PN FiEY - 777.19
BARBEE ROAD TYPICAL SECTION
f/i O x =
202
U LL
scAIE 1• - ID
LOW PT EL .718.03
PVf STA - +99.10
CONSTRUCTION NOTES
M W U
LL
I SANRARY SEWERS SKILL BE LAID AT LEAST ID FEET LATERALLY FROM IX19TYIG OR
PROPOSED WATER MAINS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
LEAST 13- BELOW TAE BOTTOM OF THE WATER MAN WITH A HORIZONTAL SEPARATION
OF AT LEAST J FEET.
2. HERE A WATER MAN AND SANITARY OR STORM SEWER CROSS. AND INE VERTICAL
SEPARATION B LESS THAN IB NCHES, OR THE WATERLINE PASSES UNDER THE
54 NTnRY SEW9t, BOTH THE WATER MAN AND SANITARY SEWER SKILL BE DUCTILE IRON
PIPE. EQUIVALENT TO WATER MAN STANOAROS FOR A DISTANCE OF 10 FEET ON EACH
SIDE AT INE POINT OF CROSSING.
3. SAN SEWERS SHILL HAVE THE TOP OF THE PIPE AT LEAST 24 RICHES BELOW
THE 8070M OF STORM SEWER PIPE WHEN HORIZONTAL SEPARATION 15 3 FEET OR
LESS MOM EXISTING OR PROPOSED STORM SEWER WHERE A SANITARY SERER AND A
STORM SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 24 INCHES WITH
THE SANT- BELOW THE STORM OR THE SANTANY 5 ABOVE THE STORM. THE
SANITARYSEWER SHILL BE DUCTILE IRON PIPE WITH A CCKRETE CRADLE INSTALLED
HAVING A 6• CLEARANCE.
H. MANHOLE TPS.
• ROADWAYS AND ROAD SHOULDERS SHALL BE INSTALLED WITH THE COVER FLUSH WITH
THE TOP OF PAVEMENT
• OUTSIDE OF ROADWAYS. MAHMES IN TILLED OUTSIDE OF ROADWAYS SHALL BE
ELEVATED AT LEAST t -FT ABOVE THE SURFACE OWE UNLESS OTHERWISE NOTED.
• WOODED OUTFA.S: ALL MANHOLES INSTALLED N WOOCED, FORESTED OR BRUSHY
AREAS SHILL RE ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
• IDO-YEAR FLOOD ZONE ALL MAMHOLES LOCATED WITHIN THE 100 -YEAR FLOOD
ELEVATION SHALL BE ELEVATED AT LEAST 24 INCHES ABOVE THE 100 -YEAR FLOOD
ELEVATION OR SPECIFY WATERTIGHT COVERS AND VENTS THAT EXTEND AT LEAST 21
INCHES ABOVE THE TOO -YEAR FLOOD ELEVATION.
• WELL MANTNNED AREAS: ALL MANHOLES INSTALLED IN WELL MNNTANED AREAS.
SUCH AS YARDS, 9DEWAL%S OR OTHERWISE INSIDE AN IMPROVED RIGHT-OF-WAY
BULL BE INSTALLED FLUSH 'MIH THE RAMED SURFACE.
S. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE TOWN OF CARY AND NTE
STATE OF NORTH CAROLINA STANDARDS AND SPECIFlGTONS.
N CARO
2 Essr /.
PR2 LHiV yRY
CL
I'll ��ID L 0I'
PROPOSED PROFILE CENTEMJNE
- -EXISTING MORLE CENTERUNE
-- ^ -EXISTING PROFILE ALONG R.O.W. LEFT
EXISTING PROFILE ALONG R.0 W. RIGHT
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITYMUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
Z �
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TOWN OF CARY PROJECT NO. 17 -DP -0726
LowxI SA Ti
fx CNA .111101-a
Ex DATA XnWTE------_--
370
LOW PT E7.fV . I}4
H1CN PT Sq . 33J49.04!
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LOW PT STA 5094]1 BLI
PH 5 A 507. 4'M
PN FiEY - 777.19
NIGH ELEV .719.01
PN 5 A 306+1,1 B2
R'R ELEY . 75028
LOW PT EL .718.03
PVf STA - +99.10
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320
ELEVATIONS
9 `
320
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8
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rngL.nn
I SANRARY SEWERS SKILL BE LAID AT LEAST ID FEET LATERALLY FROM IX19TYIG OR
PROPOSED WATER MAINS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
LEAST 13- BELOW TAE BOTTOM OF THE WATER MAN WITH A HORIZONTAL SEPARATION
OF AT LEAST J FEET.
2. HERE A WATER MAN AND SANITARY OR STORM SEWER CROSS. AND INE VERTICAL
SEPARATION B LESS THAN IB NCHES, OR THE WATERLINE PASSES UNDER THE
54 NTnRY SEW9t, BOTH THE WATER MAN AND SANITARY SEWER SKILL BE DUCTILE IRON
PIPE. EQUIVALENT TO WATER MAN STANOAROS FOR A DISTANCE OF 10 FEET ON EACH
SIDE AT INE POINT OF CROSSING.
3. SAN SEWERS SHILL HAVE THE TOP OF THE PIPE AT LEAST 24 RICHES BELOW
THE 8070M OF STORM SEWER PIPE WHEN HORIZONTAL SEPARATION 15 3 FEET OR
LESS MOM EXISTING OR PROPOSED STORM SEWER WHERE A SANITARY SERER AND A
STORM SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 24 INCHES WITH
THE SANT- BELOW THE STORM OR THE SANTANY 5 ABOVE THE STORM. THE
SANITARYSEWER SHILL BE DUCTILE IRON PIPE WITH A CCKRETE CRADLE INSTALLED
HAVING A 6• CLEARANCE.
H. MANHOLE TPS.
• ROADWAYS AND ROAD SHOULDERS SHALL BE INSTALLED WITH THE COVER FLUSH WITH
THE TOP OF PAVEMENT
• OUTSIDE OF ROADWAYS. MAHMES IN TILLED OUTSIDE OF ROADWAYS SHALL BE
ELEVATED AT LEAST t -FT ABOVE THE SURFACE OWE UNLESS OTHERWISE NOTED.
• WOODED OUTFA.S: ALL MANHOLES INSTALLED N WOOCED, FORESTED OR BRUSHY
AREAS SHILL RE ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
• IDO-YEAR FLOOD ZONE ALL MAMHOLES LOCATED WITHIN THE 100 -YEAR FLOOD
ELEVATION SHALL BE ELEVATED AT LEAST 24 INCHES ABOVE THE 100 -YEAR FLOOD
ELEVATION OR SPECIFY WATERTIGHT COVERS AND VENTS THAT EXTEND AT LEAST 21
INCHES ABOVE THE TOO -YEAR FLOOD ELEVATION.
• WELL MANTNNED AREAS: ALL MANHOLES INSTALLED IN WELL MNNTANED AREAS.
SUCH AS YARDS, 9DEWAL%S OR OTHERWISE INSIDE AN IMPROVED RIGHT-OF-WAY
BULL BE INSTALLED FLUSH 'MIH THE RAMED SURFACE.
S. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE TOWN OF CARY AND NTE
STATE OF NORTH CAROLINA STANDARDS AND SPECIFlGTONS.
N CARO
2 Essr /.
PR2 LHiV yRY
CL
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PROPOSED PROFILE CENTEMJNE
- -EXISTING MORLE CENTERUNE
-- ^ -EXISTING PROFILE ALONG R.O.W. LEFT
EXISTING PROFILE ALONG R.0 W. RIGHT
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITYMUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
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6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
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NO. DATE DESGi1Vf10N
TELEPHONE: [phone]M OR (800)3541879 FAX: [phone]
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TOWN OF CARY, CHATHAM COUNTY. NORTH CAROLINA
SCALE: V- W CHK BY: DLH
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CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C4)287)

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AS OF JANUARY 1, 1S6Q NORTH CAROLINA STATE LAW
REOLN ES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAYRIGHTSF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTIUTIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OFSTRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. (EDOt 632-494K,
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AS OF JANUARY 1, 1S6Q NORTH CAROLINA STATE LAW
REOLN ES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAYRIGHTSF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTIUTIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
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CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. (EDOt 632-494K,
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
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PROPOSED WATER MANS UNLESS THE ELLV.ATIOM OF TRE TP W THE SEWER 15 AT
LEAST 115' BELOW ME BOTTOM OF TIE *ATM MAN WITH A HORIZONTAL SEPARATION
OF AT LEAST 3 FEET.
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THE TOP OF PAYMENT
• OUTSIDE OF ROADWAYS: MANHOLES N57MLEp OUTSIDE OF ROADWAYS SHALL BE
ELEVATED AT LEAST -FT ABOVE ME SURFACE GRADE UNLESS OTHERWISE NOTED.
• WOODED OUTFALLS: ALL MANHOLES INSTALLED N WOODED. FORESTED OR SRUSHI
AREAS SHALL BE ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
. 100 -YEAR FLOOD ZONE ALL MANHOLES IOCAIFD WTIW THE 100 -YEAR FLOOD
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ELEVATION OR SPEC BY WATERTGM COVERS AND VENTS THAT IDnEND AT LEAST 24
INCHES ABOVE THE 100 -YEAR FLOOD ELEVATION.
• WELL MAINTNNED AREAS: ALL MAM O ES INSTALLED IN WELL "WHINED MEAS.
SUCH AS YARDS, SIOEWML(S OR OTHEYNISE NSM M IMPROVED RIGHT-OF-
SULL BE INSTALLED FISH WITH THE FINISHED SURFACE
5. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE TOWN OF CRAY AND THE
STATE OF NOTA CAROLINA STANDARDS AMD SPEDIRCATIONS.
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
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NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
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LEAST 115' BELOW ME BOTTOM OF TIE *ATM MAN WITH A HORIZONTAL SEPARATION
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ELEVATED AT LEAST -FT ABOVE ME SURFACE GRADE UNLESS OTHERWISE NOTED.
• WOODED OUTFALLS: ALL MANHOLES INSTALLED N WOODED. FORESTED OR SRUSHI
AREAS SHALL BE ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
. 100 -YEAR FLOOD ZONE ALL MANHOLES IOCAIFD WTIW THE 100 -YEAR FLOOD
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SUCH AS YARDS, SIOEWML(S OR OTHEYNISE NSM M IMPROVED RIGHT-OF-
SULL BE INSTALLED FISH WITH THE FINISHED SURFACE
5. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE TOWN OF CRAY AND THE
STATE OF NOTA CAROLINA STANDARDS AMD SPEDIRCATIONS.
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
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NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
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-- "-- -- "" -- "' ' "" „"' "" •9laruu 42U+UU 4LT+UU 4l-L+UU 423+00
IED THE "WI
AS OF JANUARY 1, 1904, NORTH CAROLINA STATE LAW
REWIRES ANYONE EKCAVATING WITH MECH"CAL
EWITY EAS ON HIGHWAY W LICSPA-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO 121 WORKING DAYS PRIOR TO DIGGING.
NOTED:
ALL RPE LENGTHS ME MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTDI OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTR)N. IBM 632-s6B
ALL STRUCNRE OFFSETS ME MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
Pq
V
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POLICIES OF THE TOWN OF CARY AND NCDOT
W MER
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CONSTRUCTION NOTES
W Z M- V
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385
380
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2- WHERE A WATER WN NW SWTMIY OR STORY SEWER CROSS. AND THE VERNAL
(j
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SEPARATION 6 LESS TNA 18 NCNES, OR THE WATERLINE PASSES UNDER THEW
SANITARY SEWER, BOTH THE WATER MAN AND SANITARY SeND SHALL BE DUCTILE IRON
MI
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PWE EQUIVALENT TO WATER CLAN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE AT 7NE PONT OF CROSSING,
]. WRDRY SEWERS LIE IOP OF THE PWT AT LEAST
PIPE 24 INCHES O
BELOW
IIT J EV
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SSWUTORM SLEAST
THE TIOTOM OF STORM SEWER PIPE WHEN HORIZONTAL
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STORM SEWER CROSS, AID THE VERTICAL SEPARATION 6 LESS THAN AC
24 HES WITH
r
THE SANITARY BELOW THE STORM OR THE SANITARY IS ABOVE THE STORM. THE
SANITARY SEWER SHALL BE DUCTILE PON RPE WITH A CONCRETE CRACLE NSrALUD
J
j
PAVING A 6• CIEMMDE.
r
X' AL1
•. MANHOLE
ROADWAYS ROAD SHOULD [RS SMALL BE INSTALLED WIN THE COVER FLUSH WITH
THE TOP PADADff
Z y1 •�Y•zj
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ELEVATED AT LEW 1 -FT ABOVE THE SURFACE GRIDS UNLESS OTHIRIAM NOTED.
W
• WOODED DRFAUS AL MANHOLES INST— N WOODED, FORESTED OR BRUSHY
AREAS SHALL ME ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
O/� o
. 100-YFAR ROOD ZONE ALL MANHOLES LOCATED WITHIN THE IPO -YEAR FLOOD
ELEVATION SHALL IE ELEVATED AT LEST 2{ INCHES ABOVE DHE 100 -YEAR ROOD
DLVATION OR SPECIFY WATE ITCHT COVERS AND VENTS TINT MEND AT LEAST 24
NLS CNABOVE THE
T100-YrAR n000 ELEVATION.
WELL AAFM LL
380
• MANTNNED
AMANHOLES INSTALLED N WELL MAINTAINED AREAS. SUCH AS YARDS. SIDEWALKS OR OTHLR I"i ASIIM
AN
DE AN PROVED RIGHT -a' -WAY
SHALL BE INSTALLED FLUSH WITH THE FP4SHIED
S ALL CONSTRucnoH SHALL BE N ACCORDANCE WITH THE TOWN OF CARP AD TIE
STATE OF NORM CAROLINA STANDARDS AND s IFICAT10N5.
D
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375
370
370
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-- "-- -- "" -- "' ' "" „"' "" •9laruu 42U+UU 4LT+UU 4l-L+UU 423+00
IED THE "WI
AS OF JANUARY 1, 1904, NORTH CAROLINA STATE LAW
REWIRES ANYONE EKCAVATING WITH MECH"CAL
EWITY EAS ON HIGHWAY W LICSPA-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO 121 WORKING DAYS PRIOR TO DIGGING.
NOTED:
ALL RPE LENGTHS ME MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTDI OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTR)N. IBM 632-s6B
ALL STRUCNRE OFFSETS ME MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
Pq
V
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POLICIES OF THE TOWN OF CARY AND NCDOT
W MER
r
Sx
QW m
CONSTRUCTION NOTES
W Z M- V
Z O 0
1. SWDARY SEWERS SHALL BE LAID AT LEAST 10 nmr LATUMLLY FNOM D)tISTNO OR
PROPOSED WAR RUNS UNLESS THE ELEVATION OF 711E TOP OF THE SEWER 6 AT
LEAST ID• BELOW 71E BOTTOM OF THE WAVER MAIN WITH A HORIZONTAL SEPARATION
OF AT LEAST ] FEET.
1'
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2- WHERE A WATER WN NW SWTMIY OR STORY SEWER CROSS. AND THE VERNAL
(j
W
SEPARATION 6 LESS TNA 18 NCNES, OR THE WATERLINE PASSES UNDER THEW
SANITARY SEWER, BOTH THE WATER MAN AND SANITARY SeND SHALL BE DUCTILE IRON
MI
i C g
PWE EQUIVALENT TO WATER CLAN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE AT 7NE PONT OF CROSSING,
]. WRDRY SEWERS LIE IOP OF THE PWT AT LEAST
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IIT J EV
V/ 41
go
SSWUTORM SLEAST
THE TIOTOM OF STORM SEWER PIPE WHEN HORIZONTAL
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STORM SEWER CROSS, AID THE VERTICAL SEPARATION 6 LESS THAN AC
24 HES WITH
r
THE SANITARY BELOW THE STORM OR THE SANITARY IS ABOVE THE STORM. THE
SANITARY SEWER SHALL BE DUCTILE PON RPE WITH A CONCRETE CRACLE NSrALUD
J
j
PAVING A 6• CIEMMDE.
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X' AL1
•. MANHOLE
ROADWAYS ROAD SHOULD [RS SMALL BE INSTALLED WIN THE COVER FLUSH WITH
THE TOP PADADff
Z y1 •�Y•zj
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W
• WOODED DRFAUS AL MANHOLES INST— N WOODED, FORESTED OR BRUSHY
AREAS SHALL ME ELEVATED AT LEAST 2 -FT ABOVE THE SURFACE ELEVATION.
O/� o
. 100-YFAR ROOD ZONE ALL MANHOLES LOCATED WITHIN THE IPO -YEAR FLOOD
ELEVATION SHALL IE ELEVATED AT LEST 2{ INCHES ABOVE DHE 100 -YEAR ROOD
DLVATION OR SPECIFY WATE ITCHT COVERS AND VENTS TINT MEND AT LEAST 24
NLS CNABOVE THE
T100-YrAR n000 ELEVATION.
WELL AAFM LL
W ME
• MANTNNED
AMANHOLES INSTALLED N WELL MAINTAINED AREAS. SUCH AS YARDS. SIDEWALKS OR OTHLR I"i ASIIM
AN
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SHALL BE INSTALLED FLUSH WITH THE FP4SHIED
S ALL CONSTRucnoH SHALL BE N ACCORDANCE WITH THE TOWN OF CARP AD TIE
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NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
17 -DP -0726
W
Approved by the Town of Cary
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Planner: Date:
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TOWN OF CARY. CHATHAM COUNTY, NORTH CAROLINA
LEWTER SHOP
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SCALE; V . 2W CHK BY: DLH
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS©©
6310 CHAPEL HILL ROAD, SURE 250, RALEIGH, NC 27807 �
TELEPHONE: [phone] OR [phone] FAX: [phone]
CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C -0Y67)
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BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS©©
6310 CHAPEL HILL ROAD, SURE 250, RALEIGH, NC 27807 �
TELEPHONE: [phone] OR [phone] FAX: [phone]
CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C -0Y67)

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ITS TME LAW!
AS OF JANUARY 1, 1955, NORTH CAROLINA STATE LAW
REWIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION (SOO) 632-49"
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ONSITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
CONSTRUCTION NOTES
1. SANIEARY SEWERS SHALL BE WD AT LEAST 10 FEET LATERALLY FROM EXISTING OR
PROPOSED WATER MAINS UNLESS THE ELEVATION OF THE TOP OF THE SEWER 5 AT
LEAST IS.
BROW THE BOTTOM OF THE WATER MAIN WITH A HORIZONTAL SEPARATION
OF AT LEW 3 FEET.
2. WHERE A WAI R MAIN AN SAMTW OR STORM SEWER CROSS, AND THE VERTICAL
3. SANITARY SEWERS SHALL HAVE THE TOP OF THE PIPE AT LEAST 24 INCHES BELOW
THE BOTTOM OF STORM SEWER FIPE WHEN HORIZONTAL SEPARATION IS 5 FEET OR
LESS FROM EXISTING OR PROPOSED STORM SEWER WHERE A SANITARY SEWER AND A
STORM SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS TWA 24 INCHES NTMI
e. ARMHOLE TOPS:
• ROADWAYS AND RGAD SHDLY.) SHALL BE INSTALLED WEEK THE COVER FLUSH WITH
THE TOP OF PAVEMENT.
• OUTSIDE OF ROADWAYS: MANHOLES INSTALLED OUTSIDE OF ROADWAYS SHALL BE
ELEVATED AT LEAST 1 -FT ABOVE THE SURFACE GRADE UNLESS OTHERWISE NOTED.
• WOODED OUTFALLS: ALL MANHOLES INSTALLED IN WOODED. FORESTED OR BRUSHY
MEAS SHALL SE 13EVATED AT LEAST 2 -FT ABOVE THE SURFACE EUNATON.
WELL " NED AREAS: ALL MANHOLES INSTALLED IN WELL MNNFAINED AREAS.
SUCH AS YARDS. SIDEWALKS OR OTHERWISE INSIDE NI IMPROVED RIGHT-OF-WAY
SHALL BE INSTALLED FLUSH WIIN THE FINISHED SURFACE
5. ALL CONSTRIATEON SHALL BE IN ACCORDANCE WITH THE TOWN OF CART AND THE
STATE OF NDRBI CAROLINA SfAROARDS AND SPECIFICATOMS.
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RB THE LAWN
AS OF JANUARV 1.1936. NORM CAROLINA STATE LAW
REOUIRESANYONEEXCAVATINO WITH MECHANICAL
EGUNIMENT ON HIGHWAY RIGHTS-OF-WAY. PRINATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTLTTI
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(Z) VNO DAYS PRIOR TO DIGGING-
-------------------
NOTES:
PUETMEASURED CE.R
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2 PVC
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12' PVC
---------- ALL B
'w 19 r V> \> r PR T CONSTRUCTION, / CONTACT NORTH CAROLINA DNE'GALL DEARER
•"--------- SANITARY SEWER OUTF >
I r PRIOR o AM TNUC DFL (DOD) 659+oA6
/ F/ ALL STRUCTURE CENTE OF
STRUCTURE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTVRE
J /
O � , IS• RCP/�
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CONSTRUCTION NOTES
\ •(•' .6� / ` - . -�- - _ - - — - MN 18 j - /� `- f . ,:.:.0 a I. SANITARY SEWERS SKILL BE LAID AT ILAST 10 FEET LATERALLY FROMIXISTMIC OR
PROPOSED WATER MAINS UNLESS THE ELEVATION OF THE TOP OF THE SEWER ELI AT
OS7 I�TBELOW� BOTTOM OF THE W410 MAN WITH A HORIZONTAL SEPARATION
2. WHERE A WATER MAN AND SMWTARY OR STORM SEWER CROSS. AND THE VERTICAL
/� SANITARY S b LESS TEPA t6 NCIES, OR THE SANITARY
E PASSES UNDER THE
Ifjl w 9�'' PIPE. O SEWSR. BOTN THE WATER NW AND WAOM' SEWFJi SIWl BE DUCTILE PION
T • PIPE T WATERT TO WATER MAN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
rr SEI. AT THE POM OF CROSSING.
r ( ]. SANITARY SEWERS SHALL HAVE THE TOP OF THE PIPE AT LEAST 21 INCHES BELOW
THE BOTTOM OF SIONM SEWER PIPE WHEN HORIZONTAL SEPARATION IS ] FEET OR
Ir /� I / I• LESS FROM EXISTING OR PROPOSED STORM SEWER_ WHERE A SANITARY SEWER AND A
WITH
STORM
SWSf� CROSS AND
STORM OR THE WITS ABOVE THE STORM THE
SANITARYSWdRY SEWER SKILL of DUCTILE RON PIPE WITH A CONCRETE CRADLE INSTALLED
I (N F PAYNG A 6' CLEARANCE
r / A. MANHOLE TOPS:
• ROADWAYS AND ROAD SHOULDERS LULL BE INSTALLED WITH THE COVER FLUSH WIN
THE TOP OF PAVEMENT.
• OUTSIDE OF ROADWAYS: MANHOLES 04TAN,m OUTSIDE OF RCADWAYS SHALL BE
ELEVATED T LUST 1 -FT ABOVE THE SURFACE GRADE UNLESS OTHERWISE NOTED.
• WOODED OUTFALS: ALL MANHOLES INSTALLED N WOODED. FORESTED OR BRUSHY
AREAS SNAIL BE ELEVATED AT LEAST 2-R ABOVE THE SURFACE DEVATION.
. 100 -YEAR ROOD ZONE: ALL MANHOLES LOCATED TWTNIN THE 10G-VFAR FLOOD
ELEVATIONSHALL BE ELEVATED AT LEAST 24 INCHES ABOVE THE 100 -YEW FLOOD
ELEVATION OR SM" WATERRGM COVETS AND VENTS THAT EXTEND AT LEST 24
0 -TWX FLOOD INCHES ARM THE 10D DEVATION.
• WDLMAMLL NS AINED AREAS: AMANHOLES INSTALLED IN WELL MAINTAINED AREAS.
SUCN AS ,ARM, SIDEWALKS OR OTHERWISE INSIDE AN IMPROVED RCT—
OF--SKILL Be INSTALLED FLUSH WTFN THE FINISHED SURFACE
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 114E TOWN OF CARY AND THE
STATE OF NORM CAROLINA STANDARDS ANO SPECIFICATIONS.
SANITARY SEWER OUTFALL'B'
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— � FYIS'INC. PRnFYF unNn R n r
WETLANDS EXIST ONSITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST aE
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POLICIES OF THE TOWN OF CARY AND NCDOT
50 25 0 50 100
. 0111111111111110
PLAN/PROFILE (HORIZONTAL)
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PROFILE (VERTICAL)
17-0P-0726
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Planner: Date:
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TOWN OF CARY PROJECT NO. 17 -DP -0726
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295
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CENTERLINE
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290
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NOTE: ALL CONSTRUCTION ACTIVITY MUST aE
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POLICIES OF THE TOWN OF CARY AND NCDOT
50 25 0 50 100
. 0111111111111110
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
17-0P-0726
Approved by the Town of Cary
Development Review Committee
Planner: Date:
T
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TOWN OF CARY PROJECT NO. 17 -DP -0726

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335
NOTES:
ALLAPE LENGTHS ARE MEASURED FROM CENTERLINE
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5 2.5 0 5 10
CONR NORTH CAROLINA ONE -GLS CENTER
W !6 0 >
340
A-6 H-YJa
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"^33E
1. SANITARY SEWERS SMALL BE LAD AT LEAST 10 FEET LAIDULLY FROM EXISTING OR
PROPOSED MIER MANS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
330
LEAST IS' BEUOW THE BOTTOM OF THE WAYS MAIN WITH A HORIZONTAL SEPARATION
�yR
OF AT VAST 3 FEET.
2, WHERE A WATER MAIN AND SANRARY OR STORM SSMER CROSS. AND THE VERTICAL
SEPARATION 6 LESS THAN 18 INCHES, OR THE WATERUNE PASSES UNDER THE
3
SANITARY SEWER, BOTH THE WATER MAIN AND SANITARY SEWER SHALL BE DUCTILE IRON
330
330
THE BOTTOM OF STORM SEWER PIPE WHEN HORIZONTAL SEPARATION 15 3 FEET OR
LESS FROM FISTING OR PROPOSED STORM SEWER. WHERE A SANITARY SEWER AND A
..F
X' i Y_�
+.n
330
THE SANITARY BELOW THE SIDRY OR THE SANITARY IS ABOVE Tiff STORM. THE
SANITARY SEWER SHALL BE DOCILE IRON RPE WITH A CONCRETE CRADLE INSTALLED
V�
Z
HAVING A U' CLURANCE
4. MANHOLE TOPS:
60
1
N
OUTSIDE OF ROADWAYS: MANHOLES WSTALLED OUTSIDE OF ROADWAYS SHALL BE
!l p,
le
ELEVATED AT LEAST 1 -FT ABOVE THE SURFACE GIME UNLESS OTHERWISE NOTED.
WOODED OMALL5: ALL MANHOLES INSTALLED IN WOODED. FORESTED OR BRUSHY
Q LWy
AREAS SHALL BE ELEVATED AT LEAST 2 -FT ABM THE SURFACE ELEVATION.
W R11 U
325
2• rvP.
325
• WELL MAINTAINED AREAS: AL MANGLES INSTALLED IN WELL MAINTAINED AREAS.
SUCH AS YARDS, SIDEWALKS OR OTHERWISE NSI OE AN IMPROVED RICAN -OF -WAY
SMALL BE INSTALLED RUSH WITH THE FINISHED SURFACE
4' DI SANITARY
SEWER FORCEMAIN
✓ U' Of WL
'—
320
325
320
3
PR L�RY
325
315
2 3,158 LFJ
RCF
,M.3T LF U
10 L PROPOSED PROPLLE C.
315
e'
310
^
^
_4::
320
305
320
dRRkRk
300
ELEVATIONS
300
\
a
315
g
315
LF U PVC
I.OJ;
\
1
90.24 LF
U' PVC O 0.865
� \ 1
310
P:�
_
310
e�
;
305
305
99.p LP S
PFC a 1.1 ix
300
300
295
295
CENTERLINE
290
ELEVATIONS
290
---
8
Ff
L
Z"V+VU 3000+UO 3001+00 3002+00 3003+00 3004+00 3005+00
� 1S
4' SANITARY
SEWER FORCEMAIN \ I
00
ai
z
4� Lu
11 -7 R
© I �
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- S' Of WL
SANITARY SEWER
------OUTFALL V
-----------------------
O
SANITARY SEWER OUTFALL'D'
'ERn
5
IPMENTLAM
EQULFMEAS HIGHWAY WAY, PRIVATE
M U13UCS PA
SPACES TO NOnFNALL
UTIIITI EASEMENTS,ORNG
345
DA
LITlunes Two L» WORKING Dnra T+moa To aeElrxi
=
NOTES:
ALLAPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE
5 2.5 0 5 10
CONR NORTH CAROLINA ONE -GLS CENTER
W !6 0 >
340
A-6 H-YJa
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
PROFILE (VERTICAL)'
17 -DP -0726
340
Approved by the Town of Cary
>
Zum)
Q
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10 CL
335
0
v"
NO FLOOOPLAINS EXIST ONSITE
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335
Za i.fW
CONSTRUCTION NOTES
"^33E
1. SANITARY SEWERS SMALL BE LAD AT LEAST 10 FEET LAIDULLY FROM EXISTING OR
PROPOSED MIER MANS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
p$
LEAST IS' BEUOW THE BOTTOM OF THE WAYS MAIN WITH A HORIZONTAL SEPARATION
�yR
OF AT VAST 3 FEET.
2, WHERE A WATER MAIN AND SANRARY OR STORM SSMER CROSS. AND THE VERTICAL
SEPARATION 6 LESS THAN 18 INCHES, OR THE WATERUNE PASSES UNDER THE
NSP!
Zig
SANITARY SEWER, BOTH THE WATER MAIN AND SANITARY SEWER SHALL BE DUCTILE IRON
330
O O
THE BOTTOM OF STORM SEWER PIPE WHEN HORIZONTAL SEPARATION 15 3 FEET OR
LESS FROM FISTING OR PROPOSED STORM SEWER. WHERE A SANITARY SEWER AND A
..F
X' i Y_�
STOP N SEWER CROSS, AND THE VERTICAL SEPARATION 6 1E55 THAN 24 INCHES WITH
330
THE SANITARY BELOW THE SIDRY OR THE SANITARY IS ABOVE Tiff STORM. THE
SANITARY SEWER SHALL BE DOCILE IRON RPE WITH A CONCRETE CRADLE INSTALLED
V�
Z
HAVING A U' CLURANCE
4. MANHOLE TOPS:
60
1
N
OUTSIDE OF ROADWAYS: MANHOLES WSTALLED OUTSIDE OF ROADWAYS SHALL BE
!l p,
le
ELEVATED AT LEAST 1 -FT ABOVE THE SURFACE GIME UNLESS OTHERWISE NOTED.
WOODED OMALL5: ALL MANHOLES INSTALLED IN WOODED. FORESTED OR BRUSHY
Q LWy
AREAS SHALL BE ELEVATED AT LEAST 2 -FT ABM THE SURFACE ELEVATION.
W R11 U
325
2• rvP.
325
• WELL MAINTAINED AREAS: AL MANGLES INSTALLED IN WELL MAINTAINED AREAS.
SUCH AS YARDS, SIDEWALKS OR OTHERWISE NSI OE AN IMPROVED RICAN -OF -WAY
SMALL BE INSTALLED RUSH WITH THE FINISHED SURFACE
4' DI SANITARY
SEWER FORCEMAIN
✓ U' Of WL
'—
320
320
PR L�RY
811
315
2 3,158 LFJ
RCF
,M.3T LF U
10 L PROPOSED PROPLLE C.
315
e'
310
^
^
310
305
305
CENTERLINE
300
ELEVATIONS
300
$
a
g
0+00 1+00 2+00 3+00 3+50
ITS
AS Of JANUARY 1. 19M. NORTH CAROLINA STATE LAW
REQUIRES ANYONE "CAVATINO WRH MECHANICAL
IPMENTLAM
EQULFMEAS HIGHWAY WAY, PRIVATE
M U13UCS PA
SPACES TO NOnFNALL
UTIIITI EASEMENTS,ORNG
G J
DA
LITlunes Two L» WORKING Dnra T+moa To aeElrxi
=
NOTES:
ALLAPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE
5 2.5 0 5 10
CONR NORTH CAROLINA ONE -GLS CENTER
W !6 0 >
TO
TO
PRIOR ANY CONSTRUCTION. 141901192490
A-6 H-YJa
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
PROFILE (VERTICAL)'
17 -DP -0726
u4: Z $
Approved by the Town of Cary
>
Zum)
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10 CL
(T$TT
2 �O
0
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O 2 E.1
NO FLOOOPLAINS EXIST ONSITE
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CONSTRUCTION NOTES
W i� j y
1. SANITARY SEWERS SMALL BE LAD AT LEAST 10 FEET LAIDULLY FROM EXISTING OR
PROPOSED MIER MANS UNLESS THE ELEVATION OF THE TOP OF THE SEWER IS AT
p$
LEAST IS' BEUOW THE BOTTOM OF THE WAYS MAIN WITH A HORIZONTAL SEPARATION
�yR
OF AT VAST 3 FEET.
2, WHERE A WATER MAIN AND SANRARY OR STORM SSMER CROSS. AND THE VERTICAL
SEPARATION 6 LESS THAN 18 INCHES, OR THE WATERUNE PASSES UNDER THE
NSP!
Zig
SANITARY SEWER, BOTH THE WATER MAIN AND SANITARY SEWER SHALL BE DUCTILE IRON
PIPE. EQUIVALENT TO WATER MAN STANDARDS FOR A INSTANCE OF 10 FEET ON EACH
SIDE T THE POINT OF CROS9NG.
3. SANITARY SEWERS SIMLL HAVE THE TOP OF THE PIPE AT LEAST 24 INCHES BELOW
O O
THE BOTTOM OF STORM SEWER PIPE WHEN HORIZONTAL SEPARATION 15 3 FEET OR
LESS FROM FISTING OR PROPOSED STORM SEWER. WHERE A SANITARY SEWER AND A
..F
X' i Y_�
STOP N SEWER CROSS, AND THE VERTICAL SEPARATION 6 1E55 THAN 24 INCHES WITH
,..{Z
W/Y -`9z
THE SANITARY BELOW THE SIDRY OR THE SANITARY IS ABOVE Tiff STORM. THE
SANITARY SEWER SHALL BE DOCILE IRON RPE WITH A CONCRETE CRADLE INSTALLED
V�
Z
HAVING A U' CLURANCE
4. MANHOLE TOPS:
O
ROADWAYS AND ROM SHOULDERS SMALL BE INSTALLED WITH THE COVER FLUSH WITH
• THE TOP OF PAVEMENT.
N
OUTSIDE OF ROADWAYS: MANHOLES WSTALLED OUTSIDE OF ROADWAYS SHALL BE
!l p,
le
ELEVATED AT LEAST 1 -FT ABOVE THE SURFACE GIME UNLESS OTHERWISE NOTED.
WOODED OMALL5: ALL MANHOLES INSTALLED IN WOODED. FORESTED OR BRUSHY
Q LWy
AREAS SHALL BE ELEVATED AT LEAST 2 -FT ABM THE SURFACE ELEVATION.
W R11 U
. 100 -YEAR ROOD ZONE ALL MANHOLES LOCATED WITHIN Tiff 100 -YEAR FLOOD
ELEVATION SMALL BE ELEVATED AT VAST 24 INCHES ABOVE 7HE 100 -YEAR FLOOD
T
m
O VA71ON OR SPECIFY WAIERRGHT COVERS AND VENTS THAT EXTEND AT LEAST 24
INCHES ABOVE THE 100 -YEAR ROOD ELEVATION.
• WELL MAINTAINED AREAS: AL MANGLES INSTALLED IN WELL MAINTAINED AREAS.
SUCH AS YARDS, SIDEWALKS OR OTHERWISE NSI OE AN IMPROVED RICAN -OF -WAY
SMALL BE INSTALLED RUSH WITH THE FINISHED SURFACE
5. AL CONSTRUCTION SMALL BE IN ACCORDANCE WITH THE TDWN OF CARY AND THE
STATE OF NORTH CAROLINA STANDARDS AND SPECRGT10N3.
PR L�RY
811
� CIN
10 L PROPOSED PROPLLE C.
ETOSTING PROFILE CENIEMINE
Dt67NG PROBE ALONG EL
^
^
50 25 0 50 100
G J
PLAN/PROFILE (HORIZONTAL)
=
LU _ #Sg
5 2.5 0 5 10
^WtnUQE
W !6 0 >
A-6 H-YJa
PROFILE (VERTICAL)'
17 -DP -0726
u4: Z $
Approved by the Town of Cary
>
Z5H
Q
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10 CL
WETLANDS EXIST ONSITE
0
M
NO FLOOOPLAINS EXIST ONSITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
TOWN OF CARY PROJECT NO. 17 -DP -0726
Zi
=
ti
H
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17 -DP -0726
W
Approved by the Town of Cary
>
Development Review Committee
Q
Planner: Date:
TOWN OF CARY PROJECT NO. 17 -DP -0726

ITS THE LAW1
AS OF JANUARY 1,1984. NOgTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHAMCAL
EOUIPMENTM ON NIDHWAY RIGHTS
-OF-WAY, PRWATE
11 EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO 12T WORIQNO DAYS PRIOR TO DIGGING.
NOTES
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH NSTRCAROLINA
U TI ONE-CAL'D"SL CENTER
ROAD WPROVENERTS SHOWN ON TILS PLAN PgIOR TO ANY CONSTRUCTION.
(BOD) 632.49N
"� ARE 1D BE CONSTRUCTED UNDER THE ALLSTRUCTURE OFFSETS ARE MEASURED FROM CL OF
WOOOHNL SUBOMSOH (14 -SB -024-A) qµ ROAD TO CENTER OF STRUCTURE
ED
cs
F� I IO'OC n -
FN ARV NII - 20' TWA Er
L � � Is 4• q � m s �oYS'7'� A �,y.. iw 1: c - -. U
d^
(BY OTHERS)
I ,
CONSTRUCTIONO S=
- -
• 2.D0 , " + -. __---- } -- - + --�. -_ O _ - - - - ,11 ID O -']• `, ' PROPOSED WATER MAINS BE
TITS ELEEVAlldl OF 1 TOP LATERALLY
THE ER IS A Luz
_ Z�
I
_ 23.5 - f -15• RCP 6.00 • OF AT ��B60W BOTTOM OF TUE WRIER MAIN WITH A HORIZONTAL SEPARATION Z
- 11.23T _ O SEPARATION IS LESS TWA IS INCHES. OR THE WATERLINE PASSES UNDER THE u W HT1 y
_. _ - _. _ _ 1- ]A�RCPlx _-W 16� ] S• N T.
WHERE A WWATTARY ER. BONN THE ER MAN AND WATEAWA MOR AM STORM SEWER CCROSSSEWER SND THE BE DUCTILE IRON Lu C yWJE
12' Of W. " I 1q! - - - - / PIPEEW
(BY OTHERS)
NAIWf TO WATER YAH STANDAPpS FOR A DISTANCE OF 10 FEET ON EACH
_ I '>1`` -` \ r O SIDE AT THE PONT OF CROSSING. V N
3 V
. SAMTARY SEWERS MAIL HAVE THE TOF OF THE PIPE AT LEAST 24 INCHES BELOW Z gig Z
� a, /+EO P• THE BOTTOM OF STORM SEWER PIPE WHEN HORIZONTAL SEPARATION IS 3 FEET OR _ }:�
/ ]• �F:F[a Crn� rAc.... US
TO M SSEFROMW'ER�OOSSS NW SEPPOSIOD STORM PAARAlRipNN SSLESSST AN 2 ffNRY SEWER IN HiESµWITH O � R V E
THE
SAWARY 9ELOW THE STORY OR 71E SANITARY ISA
ABOVE TME STORM. THE y
♦]' SANITARY SEWER SNAIL 9E OUCDLE FLOW PIPE MMA COMCRflE CRAM.X NSTNIID X � J_ M�� j
CONTRACTOR TO FiRD 4 I R HAVING
A 6' CUEARAV4C
LOPS: E _ .-12
LOCATE IX 12' DI WL E 4 ROADWAYS AND ROAD SHOULDERS SMALL BE INSTALLED WITH THE COVDt FLUSH WITH z
AND D INET 13' B.O.A ` I THE TOP OF PAVEMENT Z N UMWg p VrY
AND INSTALL 16'.12 r -'I I . OUTSIDE OF ROADWAYS: MANHOLES INSTALLED OUSIDE OF ROADWAYS SHALL BE Z 3
ELEVATED AT LEAST 1 -FT ABOVE THE SURFACE ORADE UNLESS OTHERWISE NOTED �/� i W
REDUCER AND S' OI WL WOODED OUTFALLS: ALL MANHOLES INSTALLED N WOODED. FORESTED OR BRUSHY 0 O 0 Z
MEAS SHALL BE ELEVATED AT HEIST 2 -FT ABOVE THE SURFACE ELEVATION.WW_O = CQgy
TDO-YI FLOOD ZONE ALL HOLES LOCATED Wight OD THE t00 -YEAR FLOW VA AR.�L
ELEVATION SHILL BE ELEVATED AT LEAST 24 INCHES ABOVE THE 100 -YEAR FLOOD Ip
ELEVATION OR SPECIFY WATERTIGHT COVERS AND VEOM THAT EXTEND AT LEAST 24 Y W
INCHES AMC THE
100-YEAR FLOOD ELEVATION m F -
WELL MAINTAINED AREAS: ALL MANHOLES INSTALLED IN WELL MAMAIMED AREAS.
SUCH AS YARDS. SIDENµXS OR OTHERWISE INSIDE AN IMPROVED RIGHT-OF-WAY
SHALL BE NSTALLEU FLUSHWITH E FNISMW SURFACE m
] ALL CONSTRUCMN SMALL BE IT
N ACCORDANCE WITH THE TOWN OF CARY AND THE
Ann
FERRELL ROAD W.
(FORCEMAIN ONLY)
POAD IMPROVEMENTS SNOW" ON THIS
PIAN
ARE TO BE CO-MUCTED UNDER THE
WOODNNL SUBDIVISION (14-58-024-A) PLAN
395
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
395
z
cn
17 -DP -0726
LV
Approved by the Town of Cary
Development Review Committee
390
Planner: Date:
390
385
385
380
380
WATERLINE NN ARD M
AT MGI POINT
375
,- FORCEMAN ARV AND
POI
(P AT C PGM
/ CONTROL CARBON DOOR
375
4'
ttPILA1 COYER
/
4' ttPIOAL
COVER
CONTROL NS
L/
n
370
370
S
365
365
•
_
a' 01M. J
�
(BY OTHERS)
' y
--
360
26.96 LF
360
IS- OCP
e z.04X
208.60 IF
355
13• REAP
355
E
n g SS/FM
162.51 lF
- •�, >24'
•
S' PLT
'g. CONNECT A- FM
TO MH ISI -'I, I.02X
350
g FM msGMRGE SSMH
BE EPDXY
MN SO -MILS
SHALL
COATED AT
THICKNESS
350
EE
(STPC FM CDMNECTTON
DETAIL
07z Dl ON SHEET
C].4)
345
345
CENTERLINE
340
ELEVATIONS
340
-J
�
vTvv I- - JTVM -vu 7?W 5+UU 7+00
`H CSA
Q- ESS
PR LDM �RY
� CIN
IxROP05ED PROFILE CFNIFAIME
IXISTMO PROFILE CENIEMRIE
——IXISTNG PROFILE ALONG R.O.W. LEFT
DOMING PROFILE ALONG R.O.W. RIGHT
m
LLY
til
O0 >
J ee i
W Z
D: IL
U
LL
NO FLOODPLAINS EXIST ON-SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
z
cn
17 -DP -0726
LV
Approved by the Town of Cary
Development Review Committee
Q
Planner: Date:
50 25 0 50 100
PLAN/PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)LU
W T
I
7
8
S
0
0
TOWN OF CARY PROJECT NO. 17 -DP -0726

ar Robur S.CRGA
icriP.) llrv) xr w�iE 12' ,r IMi a ,I 1 �
aaE ttncAu m1
BE DOAa aAaaoa
NBIBA� F« aB. A mTIR
60' RIGHT OF WAY
YIW. r R }7' ROADWAY SECTION
PUR�o s emeB SECTION NEW
alb
I . RMIAL ERDM d 0.pY qt IDOT IIHEA DTOWA REGBIm A IMK 4LWNAlIa.
r 11. DFDt� � Wr CRY ASIAAM APVROKD BY RCODT OBER YfDO! RObS) YA/UR IOW d CMr PTd
v.KY•O CE9BB BNALL A AS SIpYN a RS Baam BY QOl[abBfX DHWAOL WBDIGR Q AEAA)L
STANDARD '_-I.A%'E TIIOROCG1 WARE
RM BO' RKM d -1 RM
s _.aY ROADWr BEI -AI
fTW
rn.l a a
.) v.5
AcpE
SEE
DRAL
OaODO
aB I I
-I I-r-�Y FOR as . alTieR
60' RICHT OF WAY
27' ROADWAY SECTION
a Bae SFCTON NEW
C AflC.
RDSS
I . MGbAI CROWN OF ..r PER MOT UN OTORWSE ,EwMD TO KAK AIPBpEVA-
2 PAKLI[NT CEAs SNA BE REIDUWEO AND APRIOKD BY YODpT (IO RmOT ROADS) AHD/OR roW d CARY
FWOR TO P-DBVR d ANY BASE MATMFL
I PATgENT DE9bI, SHALL BE AS SHBW GI AS R9tlED BY dORLTIIICN. DADNm1. WEovm IS DREAIER.
STANDARD LOCAL STRF E T
Ar�
mm
SAN ao-R YAX RIYEFN
,/r RbAM (170.7 .IDBirs OR AT ALL sw OB.ECIS a' RAIL4 I ,/Y RAa
t/B' Rr015 a" RADNY
4 ------------------ . ...
FRONT FLEV� ITON SFCTON A -A
TRMISKAA m ARR
A- BIDE FILVA1pN
COMBINATION CURB AND CUTTER
- t/S RAMK
I R a/s. ..
L EXPRESSWAY GU�TERR
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y.•
MEDIAN CMUrR�YAN GUTTER
T"-
LL
--
�cO11CRER MALL ff A00 P.SL
:. caYRAc7 oY sxAu BE sPAcm AT to Tor N BAVA s
(A 15 FOpT SPAdq BILL BE ALLOYED W01 A YACNW B USED)
�%
AJ3S�;',lRB
FNmI Au cpNoeTE nBl —M LVBNaRA.
s. RVR ro Yeoor oETAE Pum Ea —-wmn
k GU
RATES.
.LERnERATGI BARS.
—7-5-5n.
STANDARD CONCRETE CURB AND GUTTER
s' -r ISBYIAI �A • B� .. P..
ERRE w am, IAagYATaM Acx I- '.-0. YNBAM I
mon on R. ;; moi'
ro K room BNBI AVRICAEIE
NTURE ROAD EXTENSION
Eaa ROAD g SECTION B -B
r 6,3_4
ERRE CLOSED V A
'ISOMETRIC VIEW
ALAArSECTION A -A ALANB R RED! KtlR SLAVS. r,Yld LLE _
4 'RGq ' svA SHALL IEEr 5o0kAADNS a • • • • • •
d snm RI, -:.ND BE REaBIm ATOP EAa
BARIIDAx u5m. • • • • • or
T
RED L 4 • • • • • _ DETAIL SHONANG rYPICAL LOCATION OF
PANELS 11oNR • • • • • • Nr f IRB R YPS PEO CTTEEI ROWawa ccWA Kc
AND STOP LINES FOR TEE INTERSECTIONS
rr —now az or
1, •=-ZU' v IRt DETECTABLE WARNING DOMES
• s• 1REAlm PpSr Q 01101
IIM1 APPNSm SVPPGIT
-TEMPORARY BARRICADE FOR DEAD END ROADS
Q rA.IAW Isar "�--
p � re lBw r,BL.BW WRRr -Nat .,.,is'4at
CI7RB RAMPS - PROPOSED C'I'RB & Gli 11 ER
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Poral � PRdO1m C1M RALi w/ LANOW MIDRABIL tOCATUIS
%yy OR NTRE 90EYNk WAL RAw Rb4......__ANY
CI IRB RAM PS - PROPOSED CURB &GUTTER 103000.74
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GRASSm DIEITY SIN (COMA[lF ]opo v.il.)
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L__1J__J Ca►AL'ED ro w uralAtt
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TRANSVERSE EXPANSJON JOINT
PLAN MEW
fmII
r RAWWIBE [VAMSXM BpBIR ro A A YARYUY d 50 FFFr
a. ALL oONO" TO BE RN 1HED WITH CURING COYVDIM.
a A B BIM WN B REOLMD AT =AMINS d D Y CNOSYBAUs. AT SNEEr 61IRSECTIGI5
(A M U NIAN OF RADAIS GMB RERBINsL AND N M HMIBICAP R—
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5"LANDARD C'ONCRFTE SIDEWALK
mm
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]. TOR TO M PAKYBIT BARpN: RARE M SIOv w tDG1aR5 AT 9suDam Nl•IS['Ta5 N A IAWADR YAYRYA PIAN R NOT v,OtOm. CdTrR
M ANAL BpPI AEfa FOR M Sld w LBCATpNs a IDCAR AS BBBaDm BY M D+dml.
a mIYr,AR vARvla . I«NY d anal.Aa d . PmnTlw pRoaRAa
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17 -DP -0726
Approved by the Town of Cary
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1
PERSPECTIVE VIEW I\\\O\
I O
Y
m
-
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•CROSS PPE MET AAS1ED STONE RTFR
CONSTRUCTION SPECIFICATIONS L
T LAY aE MOUt d GCN SOF a M nRUCWRE M IIS SRE M
51lEP CUT OR FSl 1CPE
ACROSS PPE INET
NARpwNE CIDM
M Bormt WAR W AILOw POq DRNNA!E. MR TIE eolmw
Rbw 4 MM, AOM«ST M FWR 6 M CURB rtF LAIrAW
SUPPPR AIO m AWD wASNORS WMt OVWIDP 0CaM5.
rams rAwr fAcal smE
r•-��
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z CMERA 1 M HAROw.. qAM M CARP_ wR ABN
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OA PLAN NEW
L J
t
STONF FII TER INIFT PROTECTION
J. usE P) waSXED SIM nACm NC16 ®RAR M lOP a
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PLAN VIEW
DETAIL ND.
STANDARD CONSTRUCTION ENTRANCE 04000.07
1.1'FCC'TIVE 01'03'17
DEl'AII. s;..
STANDARD TEMPORARY DIVERSION DITCH Oa00oo9
I.IT I t' I VI DI Df:l)
DETAILNa
\1 \\DARD PIPE INLET PROTECTION (PLYWOOD&STONE( 04000.72
[Fill' 1 IVF: UTA1t17
STANDARD BLOCK& GRAVEL PROTECTION
OETALL NN
D4000.13
p p
CALVMwIPD IA OAUQ WNYUM MPE
MCM N I DwEIOM, 1/f STANDARD METAL PoSro 2'-0• M ORpAtO
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8
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LFNr:M a EA A LINO sEcnoN
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MSlDuxiwr wun 9cwF i m[.t M sIRGLT wTp Aw smAort AwT MDw M ,IOAO!O
Aw
a IPS wusT aE TMEN (aAgxc aNAewxs.
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AIL N
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til-('DON'A,%'
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STANDARD CATCH BASIN YARD INLET PROTEC170X 04000.14
ETAIL Nry
STANDARD CONSTRUCTION EXIT WASH RACK 04000.75
STANDARD SKIMMER DETAIL D A LNo
04000.18
PI I'E OUTLET TO FLAT AREA
04000.20
EFF'ECnvE. olrovl
LrFlrn` _, _
Rt Ft-DVF: m.uvv aaT t v t
➢FECnvE. mV5; I> ill WELL-DEFINED CHANNEL
rTQ
G
SEEDBE-) PREPARATIO\ EE' I\G SCHEDULE
PT w P w51ED 51GrE • �` '°Pa �4
IB.D¢LL' PLANTS 0l9FMAlm m BE w.Tn SHALL a
DIFLFOBY DTD.A51WSRAFD
FMRE W ofanAr +
wNE qOm RT Ix MGEs C•
z. INsrNL IRB Monsno« FwcE AT TRB DIEL
ICtE aR AT EDGE6a5n!ImD MEA, As
I. CHSELWMPACTEDAREASANDSPREADTOPSOIL3NCIESOEEPOVERAOV M MINIMUM REQUIREMENTS FOR SLOPE STABILIZATION
10
NOTE; ALL CONSTRUCTION ACTIVITY MUST BE
F•O � y '• "�•`
sltaM oN WRNS, PRLn ro caalD+cDFpr a
CWSTFUOMx.
$OL CONDITIONS, IF AVAIUaE. STABILIZED WnFt GRASS Ji AIA FLATTER
z RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
s,FFl FACEP T
NpE FENa * r,tgN NP3owAK GLOM �_SRLL F4ttCE °qT
vACE MtF PROffCTax ZM SIWs • wYRIIN
or`I,oxE ERWY JW FTFI. THE—
GTABIUZED WrTll 8HRl9G OR VINE9 )tTO21
3. REMOVE ALL LOOSE ROCK ROOTS. AND OTHER OBS)RUCTIONS LEAVMG SURFACE STABILIZEDNITI RSAtAP rITO 1St
REASONABLY SMOOTH AND UNFORM. STABIUZEO WTH RETANNG WALL STEEPER THAN I—
.APPLY AGRICULTURALUME. FERTILIZER. AND SUPERPFOGPHATE UNPOR-1
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
z
fMCE rA ICt¢
NMawtE gGIN
BE A MNFIUM !K x' . x' ANO eE
RIMBIE mal BOM sc M_MNE
ANDMIx YMNSOILISEEBELOW)
"-"
PLAN MEW xOa,
T ORP II RLT rExcE W11E15 OrLr rMp
slt•D STYE DRM•AOe
SIGx MUST CMTAN M neLOWxG LANpJAOE
N eoTx MUIst k R'..
•ME PROIECTON 2OVE NFID cAr
'ATE TYPE PLANING RATE
S CONTINUE TILLAGE UNTRAKELL-PULVERIZED.FNM.REASOINSLYUNIFORM
SEEDBED IS PREPARED TO 6INCHES DEEP AIG. IS - NOV, I TALL FESCUE 300 IHS./ACRE
6SEED SEED LIGHTLY KITH
O
U
r:
cnI
ME•pOFB NOT pt®Iu.
•CRF Alq MmE 16 A LRr MG Y
RAw ME­ _AS A Rb4t pF AT FpE( FAIW[S
GRADE
KIM-;
feNa u•TmM• 1 TEA SHALL B[ x0 SWRAQ a wA1WF1
y ppANCC uv REs6TAnr WMn M BouNOMEs a M ME
3 Ncx ,ExsCE smwcM
c[rFIMw+E uuNAR 'y PROR �
ONAFRESHLY PREPARED SEEDBED AND COVER SEEDNG NOV, i -YAR. t TALL FESCUE 300 LBS/ACRE
EQUIP MENTOR CLATIPACKAFTER SEEDING k ABROZZI RYE 25 Le$./ACRE
T MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCK MAR, 1 - APR. 15 TNI. FESCUE 300 L8 /ACRE
8. N6PECT ALL AREA ANO MAKE NECE6SARY REPANtS OR RESEEDING6 APR. 15 -JUN. 30 HULLED COMMON BERMUDAGR455 25 LBS./ACRE
a
4
U
MAIWr•RE CLOM (_ _I
s- yE feNc[
eMMwoE iMRlc
A TREE PROIECRDtF rFIxlIG WALL B MAINTAINED
WITHIN THE PLANTING SEASON. P POSSIBLE. IF STAND SHOULD SE OVE0. JIL I AUG 15 TALL FESCUE AND 125 LBS./ACRE
(K% DAMAGED, REESTABLISH FpLLOVANG ORDINAL LIME, FEFTIUZER AND .••BROWNTOP MILLET 35 LBS./ACRE
17-DP-0726
n ITtoile«
SIDE NEW
MROUMtaIT M gMAnat or M PRO.ECT.
�-0•
SEEDING RATES ...OR SORGHUM- SUDAN HYBRIDS 30 LBS./ACRE
S CONSIUCONSERVATICNINSPECTORON-NITENANCEIiEATMENTAND
FERTIUTATGN AFTER PERIAMENT COVER IS ESTABLISHED SLOPES (3:1 TO 2:1)
Approved by the Town of Cary
Development Review Committee
Y
a tt
uAR 1 - -N. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS /ACRE
'APPLY. AGRICIA.TUPAL UMEBTONE -) TONS/ACRE AN
Planner. Date:
Cr
11
s MINEAW
FERDUZER-10. 10. IDANALYSSATM- 1.000 LSSJACRE
SUPERPHOSPHATE-WL MAR. I - APR. 15 ADO TALL FESCUE 121 LBS./ACRE
MAR. 1 - ,AIN. 30 OR ADD NULLING 10 LBS./ACRE
O
MULCH-2 TONS(APPROX. M BALES) GMAAl GRAN STRAWACRE uM. 1 - ,TUN. 30 OR ADD HULLED COMMON BERMUDACRA55 ZS LBS./ACRE
COMLOVEMON BE
W
ANCHOR-TACK HwTHALT AT ASPHALTACRE GALLONSIACFE OR .PIN. 1 - $EP. •..TALL FESCUE AND !20 LBS./ACRE
EMULSIFIED ASPHALT AT 300 pALLON6/ACRE ••• BROWN MILLET 35 LES./A^RE
...
d pC
AyyyW I.JS bAF STa1 POST
OR SORGHUM- SUDAN HYBRIDS 30 LES./ACRE
SEP. i - MAR, i SERICEA LESPEDEZA (HULLED-UNSCARIFIED)70 LBS,/ACRE
AND TALL FESCUE 120
-S Y3 CARO
BUR WfE RxCE XARDwapE CIDM
=T��FAM+O a INCHES NrtO
1-85./ACRE
NOV 1 - NM. t ADC ABRUZZI RYE 25 LBS. ACRE
E FRONT NEW 11r
1
RETAIL W
DETAIL
CONSULT CONSEWATION ENGINEER OR SOL CONSERVATION SERVICE FOR
AO ONALINFORMATION CONCERNING OTHER ALTERNATNESMRWGETATiONOF
DENUDED AREAS. TW ABOVE VEGETATI ON RATED ARE THOSE VMCH OO WELL UNDER
PR 'RY
STANDARD SILT FENCE OUTLET Oa0p0.23
TREE PROTECTION FENCE 04000.25
LOCAL CONDITIONS: OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE
EFFECTIVE: OI/OcIT wartat
WN0
F.FFP.CI'IVE: pi/OLI1 wart t
' MPORARY- RESEED ACCORDING TO OPTIMUM SEASON FOR LESMED PERMANENT
VEG£TATON. DO NOT ALLAN TEMPORARY COJER TO GROW OVER Ir IN (EIGHT
Q CINf �
H Aa,
BEFORE MOMNG. OTMEI W FESCUE MAY BE SHADED OUT.
TOWN OF CARY PROJECT NO. 17 -DP -0726

LOt.S;
m.Tn.cTaR a ITE�aImelE FTw AEisrAHRsssn w1 SLOREs DISRRIIED er msnelcro..
z. No AeoK soon uAxTes a uTem suPA¢ cD.DASYRLATaA1Awluu sou .+^^•AD wAM
Rµ ANO SNAIL K WFRAI x FTir iPOR M EIXE Of MAIL RA1>m AA1114a RI4L K WIRIRI
. ,ar .Rol ,R,L EDGE
J. Au tunas sou a I„m NwARAR s Fa, .RID M eADc a Dure.
•. sex sora sWl Nm DI® rI. aA a Fu suras sxALL x RTD IDesTln sora ro (IRATE
AK EWI IRAN9110N.
s. cRose sLaE rnRcuar ro Low sn eur rAoss sore ro wsrx ar DOrA•LL axlws, IDM Q1AWAL
TRMsnoNs eETRTVI Mr cRoss sore DnmtloN auras.
STANDARD 6 -FT ASPHALT GREENWAY TRAIL
+
OCATED maRID u1UIF5 a NUTv sxs.o: CMGSVPV1aNWnla SMALL eE
I AI w
TRAILSsuRM 1RIL wa SMALL R IIeIRH x EFET FROR M m4 a mAL
z. AAwnu euT 91A11 a IOCAAO AAMw a FAT rRORR M IAac a CN6
J. yoe aarEs aNA11 Nm [r® xI. IDT • ru sorEs sxAu TIE NTD [45TNc YWa
m CReATE W na AAN911oN
STANDARDASPIIALT SIREEi"-SIDE. TRAIL
STANDARD GREENWAY CONSTRUCTION NOTES
t. SMUnED PFA BANS AND WCORONG m ALL mAE11 PDFApR DEAlS
+>. DUAL TIC PANPS SIIRLL eE IVDTALIID wXOAVFA GIAMRAK O TO A RDAAY
O
IIilP9[C1pH. w ACLVaOANC[ wM1 n>M GIFDIWAY 11C RMP Dtr -07.
l
MMCIOR 5X
2. W41 CONK$ WNDMUCRON ACTMfY RITIIN u- M CINISAMICiION.
20. ALLTHAT ROADS ORLOTS ROlURM
NTAnI.•roN SN
J. WAIL RETAIR A NORM CApOWM PROFESSIOAIAI LAND SU DR M RTAK
APECilm B! M RAND OR TRARIORO
A.. VIER Nn iBe WURm�
CENTERLINE Or M TRAIL AS -I ON TIE oro f R.W. M TRAIL IS M BE STAKED AT
aA IRTEX ALS N M MELD,
xI. M FAUST 50 Fm a All IIVLS DINT NII7✓SIIA RM1 A ROW wwpl w11 UAIIE A
YO-BLDCe CRDaawD SIWL wW180RAA W'W uT C RF.A aTARRNO AT M Ext
.. swan wlT v M TRH. n ro a APPROVED n TOWN WcARr unoscAPF
M M dIKAAY APROIL OF wAIEDNALY BEHIND A CROaSwG DIO[1Wk.
O T
ARGILTELr DOR TORN cwnl PRouEDrs.
xz. M EDGa of PAVED 1RAL9 51141 BE A wRH ar , rRcu M [WE or RAREO
D. ERELT TREE PROTEMp FDWE ALORG LAAr OF CONSTRIICRON FOR 0ISr0C Rr TORN O'
AwlBIOES.
•AASSm seat a M uFAeL
2]. ID oRtfNWY TRALS ORI MEW- 5141E RE C�IDCAIED RIMN ANr BWPS OR
e. WSw1 RFOUIRFD [ROSIOI CONTROL 11FASIIR[ PRIOR TO Cp15ANaTDN.
010a APL
)
m a°
24. AD 5In11e OR TREE BHANGS. OR PRIVATE Festa ARE AIEORm ATTIIN M OeDMAY
'
wxa4 m W x' 4.IPOMAti a9XaLr COgCA
�j
CILw BMYJel
xs M OEVFLOrms WNI%LTOR slsu ENSUTA EIwT ALL ALC[55 PONR LfAONG ro M nWL
APE POSTED x1711 SIGNS TNT READ TRAIL cIOSm FOR CONSINUL'IDN. RARRms $IWL RE
�d> /�3 OW
(sfm9
I'
/�l
1t. DDE 1IDPE DINLL BE J:1 IIADIR 1 AND n YNWY SLOPE WEPT WIEIA OAEAxIS[ NOTED.
rd TM[ 9C.Ja PER MCOOT STYIOYIOa
I a!m as SPCWm
21. ALL `M`"E` f>QIRG1 - GiOTEONIOL RFPDRTs EA. SARLL 4 suBARim 10 TOYw
PNM m TOMs ACCDr we w ROUME IMIADYID(MMNwAY OR DAzEV%Ar.
12. Au DIM- ARDS %IAJ. BE SEEDED PER SRDEI ATIDR
Te, RECORD ORATE I WILL BE RMIRED PRIOR W ACCEPTARR OF ROVME
AWMMwCEIw a M DAREAR. W M ATRRI, as SDADN IaaW. FASDENfs ROT
1,, cR" so[ Stora AAD AI -DEBT -A,RD TO OWN. ENDURE TIIAT IKK 6ND SwIDNc
RATER ORM tPAAL SIDE a M ARIL N ALL DIVCN ER13OR DTIAS NEEDED RD DIRECT
,(7\1
`_
IYd SNgADp1g QOS SLPED
ROEXA[ rAeRa
(ARL. IDOx)
COPACTIOR. a1VLL K ADPI§ALT DERR$ ARE PROVIDE cEA ATIOR w xxilD TO TOWN
a om FIELD TEDIIILSW.
ID. CRAIMO[ CULKFR SIUII BE CONCpE1F AW INK A FLARED M SECTOR OR CONCAETE
J0. ALL CAEDIINY BICDM ANO BOAROMA&S RRL REQUIRE TOWN OF DVIY BLYLwG PERAM.
IAiA0R41 ON BOM MDS. ACUSS B RP -RAP dSSPATER Allll ELDER FIDec S1W1 BE
,' -✓if+;
NSfMIDI T M PPE OlT-FLOW.
aA1C aRLCIION AS +RAA)
I
>2. OVA 1RASN RFL®RCIE AAD OIL BMOI R11N CONCRETE DRABW PDRALS BDDO.I2
��/� e' ARwRAA Y4 vARA NIRneI�
, W ,RTI 401IXIIE rAeAc (•EL eROx)
9000.110. t 9DOp.t J SNYL X FIELD LOCATED BY rACRAAs PIANAIm (]ep-21]0) RAA
I
W. a0 -R
RAgle
RIAS cwRRSlnw
]J. NO MM SIMILE caERs/P M (EO. RAAEpLRE VALUE CO.M NDAORS 14X!1016,
TYPICAL SECTION
O • DC)
TRAIL VAIKAL SHALL BE IDCnm Wf11M TRAILS BF S AND MMw z•OFT
GE
51\YL ALSO BE RRWE ROEm PRIOR TO PAYNG. A WNU4 LL DOOR COAPALs1oN 6
REOMED. ALL PRIVATE GR6NRAr M.NLS 514x1 KPRO Br A ftp-1FONCNN RIM
N, TRAILS NOAD ROADAAK 91AIL AIFHIDDI IRA SHALL BE -M a'OFF BKSF OF CUPS.
Gm -1m11 RWRIS TIIRNm ILIO ZONND COUBSNC[ Orr IILTOS IND rAOLAeS BANAIAD
"
RAR"
1L ALL TRAILS DMT PnMEfT RIIN A CURBED ROW 94U HAVE A TOW M CARV GRED -Y
DRIVEWAY APR S DETAIL ROOD.W OR DR®ANAr AD RAMP (90DO47). AS SPFFIReD ON B.wS-
RAAP WmNS BE SWE WDM A5 TRAIL AID IN=K A LAYM LARDING AT TOP Or
ADE e• A00A[enA sax caws[ aRIDDUAiO
wRR L�IUAt rAsx l5rtc eeP!)
cD1TDRIIE a ALL XO RANrs rmPDpKUAN TO ROADRIY D ALIGN ATM CDADWRE Of
TRAIL.
PLAN VIEW
I
I
.�
LOt.S;
m.Tn.cTaR a ITE�aImelE FTw AEisrAHRsssn w1 SLOREs DISRRIIED er msnelcro..
z. No AeoK soon uAxTes a uTem suPA¢ cD.DASYRLATaA1Awluu sou .+^^•AD wAM
Rµ ANO SNAIL K WFRAI x FTir iPOR M EIXE Of MAIL RA1>m AA1114a RI4L K WIRIRI
. ,ar .Rol ,R,L EDGE
J. Au tunas sou a I„m NwARAR s Fa, .RID M eADc a Dure.
•. sex sora sWl Nm DI® rI. aA a Fu suras sxALL x RTD IDesTln sora ro (IRATE
AK EWI IRAN9110N.
s. cRose sLaE rnRcuar ro Low sn eur rAoss sore ro wsrx ar DOrA•LL axlws, IDM Q1AWAL
TRMsnoNs eETRTVI Mr cRoss sore DnmtloN auras.
STANDARD 6 -FT ASPHALT GREENWAY TRAIL
+
OCATED maRID u1UIF5 a NUTv sxs.o: CMGSVPV1aNWnla SMALL eE
I AI w
TRAILSsuRM 1RIL wa SMALL R IIeIRH x EFET FROR M m4 a mAL
z. AAwnu euT 91A11 a IOCAAO AAMw a FAT rRORR M IAac a CN6
J. yoe aarEs aNA11 Nm [r® xI. IDT • ru sorEs sxAu TIE NTD [45TNc YWa
m CReATE W na AAN911oN
STANDARDASPIIALT SIREEi"-SIDE. TRAIL
STANDARD GREENWAY CONSTRUCTION NOTES
t. SMUnED PFA BANS AND WCORONG m ALL mAE11 PDFApR DEAlS
+>. DUAL TIC PANPS SIIRLL eE IVDTALIID wXOAVFA GIAMRAK O TO A RDAAY
O
IIilP9[C1pH. w ACLVaOANC[ wM1 n>M GIFDIWAY 11C RMP Dtr -07.
l
MMCIOR 5X
2. W41 CONK$ WNDMUCRON ACTMfY RITIIN u- M CINISAMICiION.
20. ALLTHAT ROADS ORLOTS ROlURM
NTAnI.•roN SN
J. WAIL RETAIR A NORM CApOWM PROFESSIOAIAI LAND SU DR M RTAK
APECilm B! M RAND OR TRARIORO
A.. VIER Nn iBe WURm�
CENTERLINE Or M TRAIL AS -I ON TIE oro f R.W. M TRAIL IS M BE STAKED AT
aA IRTEX ALS N M MELD,
xI. M FAUST 50 Fm a All IIVLS DINT NII7✓SIIA RM1 A ROW wwpl w11 UAIIE A
YO-BLDCe CRDaawD SIWL wW180RAA W'W uT C RF.A aTARRNO AT M Ext
.. swan wlT v M TRH. n ro a APPROVED n TOWN WcARr unoscAPF
M M dIKAAY APROIL OF wAIEDNALY BEHIND A CROaSwG DIO[1Wk.
O T
ARGILTELr DOR TORN cwnl PRouEDrs.
xz. M EDGa of PAVED 1RAL9 51141 BE A wRH ar , rRcu M [WE or RAREO
D. ERELT TREE PROTEMp FDWE ALORG LAAr OF CONSTRIICRON FOR 0ISr0C Rr TORN O'
AwlBIOES.
CNM1 511E IISPECIde.
2]. ID oRtfNWY TRALS ORI MEW- 5141E RE C�IDCAIED RIMN ANr BWPS OR
e. WSw1 RFOUIRFD [ROSIOI CONTROL 11FASIIR[ PRIOR TO Cp15ANaTDN.
STOR4RAlFR CQIIIid. DEV M OR SIORNRATED CONTROL SrRUCEUIIC W M LASDO415.
MEPT PRIVATE 1RALS AS APPROVED M TORN STODwATEt STW
7. WNIRWIOR TO CALL FOR llllnR' IDT TnNS PRIOR TO Cp1alRUCiDN.
24. AD 5In11e OR TREE BHANGS. OR PRIVATE Festa ARE AIEORm ATTIIN M OeDMAY
e. ALL TR. WS. R[1Mw65 OF OOrX aX A2? IDK GRAZED SXOUIDER wnx A zR
E sour.
CROs AWAI ERNES TINT W NOT LANA AAA 2' IOT GRASSED SNOW CTO-. Of
DRATE
BFHG 4wApNm WITH A STANDWD TARN NDWm RLL HED e! ACC[PIED R+ M TORN.
xs M OEVFLOrms WNI%LTOR slsu ENSUTA EIwT ALL ALC[55 PONR LfAONG ro M nWL
APE POSTED x1711 SIGNS TNT READ TRAIL cIOSm FOR CONSINUL'IDN. RARRms $IWL RE
9. PROPOSED PAKN[NT $MVl MFA IX61NG PAKYM /I.U91.
NSTALLID AT RT Dos 1, Ott IADCYPIET[ GPEIIIWAY 5[oRDIR nMT INK A LONONDwAL
HDPE (R651ER TNN J:I, OR DRIED IIAURo019 CONOIDNS.
10. 1RAL 10 CVIBR 2W LROD$ $ILPE TOWARDS CP[Oc OR ION M[A [%CFR ON IDxtlMONw
SIDPa RANT IX 5L MpA CROSS SIDPE sw1 RE to wSw a DOWf•AL cU
26. PRIVATE ND A11DEc DRED•I'AYS 9wLL BE CONSIXIICIED AND APPROVED AD PMT OE M
IA9EASARULTIIRE TDR M PTMSE GRm1RAY rASENEMS ro RE aLLK IED WDI M F,RW
1t. DDE 1IDPE DINLL BE J:1 IIADIR 1 AND n YNWY SLOPE WEPT WIEIA OAEAxIS[ NOTED.
RHS SUBIIRm fOR M PIItSL
FILL SLOPES STEEPER TWN Y1 9IR11 BE ENGINIERED, SPLIT RAL FVOR SAFnr RALND
(IS PFR PIANS OR STAND4D SPmgfJTp15). S BE I = NNWDN TOA TRAIL EDDE
A, AREAS T T �E SIOPa IXC®A J ro I SLOPE.
21. ALL `M`"E` f>QIRG1 - GiOTEONIOL RFPDRTs EA. SARLL 4 suBARim 10 TOYw
PNM m TOMs ACCDr we w ROUME IMIADYID(MMNwAY OR DAzEV%Ar.
12. Au DIM- ARDS %IAJ. BE SEEDED PER SRDEI ATIDR
Te, RECORD ORATE I WILL BE RMIRED PRIOR W ACCEPTARR OF ROVME
AWMMwCEIw a M DAREAR. W M ATRRI, as SDADN IaaW. FASDENfs ROT
1,, cR" so[ Stora AAD AI -DEBT -A,RD TO OWN. ENDURE TIIAT IKK 6ND SwIDNc
RATER ORM tPAAL SIDE a M ARIL N ALL DIVCN ER13OR DTIAS NEEDED RD DIRECT
PROVIDND A 1MIRRH a• s1ORaN OR mw OR NOT NCWDNo DRKLS OR wsuRIENNIC6
SLn11 caRRR1ED VIA RDOROED PLA
RAM ToCULKMS
N. ASPAIALT TW M W6 OR DILE RECEIVING ASPkNLT =G . RL -I Dw51TU OR AaRNLT
it. ADOIIDN4L CULVDtON RLL NN AWAr ARAED AS X[DIm OURMG CWSIRULIIDN TO REVERT p10510N
AND SLON SP015 ON fAaNNB
COPACTIOR. a1VLL K ADPI§ALT DERR$ ARE PROVIDE cEA ATIOR w xxilD TO TOWN
a om FIELD TEDIIILSW.
ID. CRAIMO[ CULKFR SIUII BE CONCpE1F AW INK A FLARED M SECTOR OR CONCAETE
J0. ALL CAEDIINY BICDM ANO BOAROMA&S RRL REQUIRE TOWN OF DVIY BLYLwG PERAM.
IAiA0R41 ON BOM MDS. ACUSS B RP -RAP dSSPATER Allll ELDER FIDec S1W1 BE
]I. ALL 1RIL NIEASmRDNS RIM RO4NMK. AODVAn15 OR OIIeR 1pµ5 (1141 MCWCF A
NSfMIDI T M PPE OlT-FLOW.
Www a'AADIDS ON BOIX 5Da M Nfm5FO1px5.
I& TREES SIWL BE IMBED LP A SBAICL DEET -E m 10 FEET FRD I M FORT PLOOR.
>2. OVA 1RASN RFL®RCIE AAD OIL BMOI R11N CONCRETE DRABW PDRALS BDDO.I2
ADAM 5 Rn FROM M OL"Or EDOE Or M TRAIL.RlYDK t10 OAIDD1OTREE II1B5
OVER
Nwcw ARYL AS DIR6TED Br M IANOSGAR[ ARCNTIDT OR 01115' TOM RAD•. oDEADAMS
9000.110. t 9DOp.t J SNYL X FIELD LOCATED BY rACRAAs PIANAIm (]ep-21]0) RAA
aA""'L BF """'DTRAIL
■R¢s ll OV RRESpr A DWDDt lO PEDLSTBANS uA¢NO M TRAIL
RE PAVED. RI
GI M I's IL.MON PRIOR W TRAIL AtxEPTA'AX T TORN
RIAS cwRRSlnw
]J. NO MM SIMILE caERs/P M (EO. RAAEpLRE VALUE CO.M NDAORS 14X!1016,
I7- M TOWN Or Durr FeID A[LJ••Ow sHAIL nsPecr RRoor ROLL Or TOM -NMAµ
OeDwAY TRAILS PRIOR TO RACD.OA 6 FASW ARD G'W CRUSAm R M TRµ.
O • DC)
TRAIL VAIKAL SHALL BE IDCnm Wf11M TRAILS BF S AND MMw z•OFT
GE
51\YL ALSO BE RRWE ROEm PRIOR TO PAYNG. A WNU4 LL DOOR COAPALs1oN 6
REOMED. ALL PRIVATE GR6NRAr M.NLS 514x1 KPRO Br A ftp-1FONCNN RIM
N, TRAILS NOAD ROADAAK 91AIL AIFHIDDI IRA SHALL BE -M a'OFF BKSF OF CUPS.
Gm -1m11 RWRIS TIIRNm ILIO ZONND COUBSNC[ Orr IILTOS IND rAOLAeS BANAIAD
"
RAR"
1L ALL TRAILS DMT PnMEfT RIIN A CURBED ROW 94U HAVE A TOW M CARV GRED -Y
DRIVEWAY APR S DETAIL ROOD.W OR DR®ANAr AD RAMP (90DO47). AS SPFFIReD ON B.wS-
RAAP WmNS BE SWE WDM A5 TRAIL AID IN=K A LAYM LARDING AT TOP Or
RAMP W ACCORDNDf RIM RMDARU ODAIL IT NARSmAIG A ROW RTM AO WRB AND
GME)t A RAGED WIRE STRIP SIWL BE NRALEFD N WcaDWGE'TIN TORN DENTAL, M
cD1TDRIIE a ALL XO RANrs rmPDpKUAN TO ROADRIY D ALIGN ATM CDADWRE Of
TRAIL.
A[ -o WwIWI10f SECIIDN A -A N! oPw
A
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DEArTAR cc w�nraAac
OETAI . No.
09000.04 FJFFI nvs.. DlAwn GREENWAY CURB RAMP
09000.07
17 -DP -0726
Approved by the Town of Cary
Development Review Committee
Planner:
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF CARY AND NCDOT
Date:
tN CARO
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TOWN OF CARY PROJECT NO. 17 -DP -0726

.R UAS & -c. C. 9UV
Pr A: 0714-44-6306
0,8 914 PC 456
B. 94 PG. 216
ZONING: RI
U.ST: iY E FANIfY
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lure. n.<��u,•.�: aMiJ^bf�MM r: r..�ur. _ 'n�:
nlvv:v�buJh.pllrP.:d.J wit llw Lul.q Tv1• ww"leR MEL 1.vmM
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ypn4un. ar«..W n 141 rXlmrhi tarn axMrllrm
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i.•d..r.l •.• 1 :•a.uwd mrl ealA..+.w u., •.. wirAd.v Pyr IL.r
Tam c1 Cary 1rearlWevilly, Aaparasea W-Mial
.MMES 4' & $ANDIRA H ATt c5 %
PIN 0111-5J-4110
08, 9 B PG TI
PB 99 PG rrs
CARY LANDSCAPE MAINTENANCE SCHEDULE
THE OYNERS OF THE PROPERTY AND THEIR AGENTS. HERS. OR ASSIGNS
SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVAION. 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:
A. FER7H25 AND AGAR SEPT FERTILIZE UWNS ACCORDNCYTO SOLH7FST.
FERTILIZE WARM SEASON GRASSES ONCE DO LNG GROWING SEASON PER
SOL TEST (OR IF REQUIRED).
B. PRUNING WITHIN LIMITS OF NEW PLANTING AREAS SHALL BE UNITED TO
THE REMOVAL OF DEAD WOOD OR BRANCHES FOR TREES OR FOR SIGHT
DISTANCES/SAFETY REASONS. THE ANS 300 STANDARDS SMALL 8E
FOLLOWED. THE PRUNING OF SHRUBS SHALL BE UNITED TO THAT WHICH IS
NECESSARY TO MAINTAIN THE NATURAL SHAPE OF THE PLANT EXCEPT FOR
HEDGES TO BE SHEARED.
C. FOR LAMB
M�NDTSHRUB BECONTROLDSY AYNBE): PRE -EMERGENT AP%JED IN FEBRUARRY. CHEMICED AL TREATMENT
FOR INSECT INFESTATION AND DISEASE MAY BE APPLIED AND SHALL BE
SPECIFIC TO THE PROBLEM.
D. MULCHING SHALL BE MAINTAINED AT A DEPTH OF 2-3' IN PLANT BEDS,
MULCH SHALL BE REAPPLIED EVERY TWO YEARS MINIMUM.
E. MOWING: PRIMARY BERMUDA LAWNS SHALL BE MAINTAINED ATA HEIGHT
OF 2' ANO MOWED APPRO%MATELY 30 TIMES A YEAR. SECONDARY TURF
AREAS MAY BE MAINTAINED HIGHER AND MOWED LESS FREQUENTLY. WARM
SEASON GRASSES SHALL BE MOWED IF REQUIRED DURING THE GROWING
SEASON TO MAINTAIN THE RECOMMENDED HEIGHT OF THE SPECIES OF TURF
GRASS.
F. CARE SHALL BE TAKEN TO PROTECT THE ROOT ZONES FROM EXCESSIVE
DISTURBANCE FROM EOURMENT. CONSTRUCTION AND RELATED MATERIALS.
ETC.
G. WATERING: PLANTS SHALL BE WATERED UPON INSTALLATION AND
WARRANTED FOR ONE YEAR UPON FINAL INSPECTION APPROVAL
H. FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE W17 H THIS PLAN
MAY CONSITUTE A VIOLATION OF THE LAND DEVELOPMENT ORDINANCE AND
MAY RESULT IN FINES.
\ pCOn A�IlESI1K700
B .6 D . 1 vG BB6
ZD 4 P0. IIJ
•\ ZOAYNL. Rr
USE: SINCE FAMIGr
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USE IdN('T
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M.CNAEI B H$ APING,
PIN: 0711-62-4329
DIF 401 PL. 62
i.,, IDN G: .anti
Master Plant List
A
3' BOTANICAL NAME
COMMON NAME
STREET TREES. I TREE PER 40 LINEAR FEET OF STREET FRONTAGE
Vg
z
770 LF
770 LF OF 50' TYPE ASTREET BUFFER (LIMITER SHOP ROAD)
i
Shade Trees
14 UNDERSTORY TREES/100 LF: 770/100. 14 - 108 TREES REO'D/PROV.
10 SHRUBS/100 U: 770/100 .10 - 77 SHRUBS REO'D/PROV.
862 LF OF 20' LANDSCAPE AREA TO TYPE B STANDARD (BARBEE ROAD)
AR 4.r .Nrum'Red Sun
R<d S. -Maple
%
r
9
BaB
5be..
C6Carpinw OelWa
furppe,n lbmbeam
A6
2'
r -Ie
MB
51-1CD
C.d., deodan
Deodar Qdar
Is
r
IF
BPR
Buffer
LT UH-W-W,Pn Lpn.•a
Tulip PYpI1
17
2'
r-10
MB
arn<r
PA NanMmlf aaoenlWra
London 11 -Tree
4
r
r
MB
51 -
IC PI3Mrbathl,ensls
Gineu PNtaNio
M
r
a -I.
MB
Sbeet
PV Pinus viRiniana
Vlrini,Pine
11
r
r
MB
Bullar
as lDwransAumardlf
shum,rd Oat
11
r
r -1V
MB
Buller
OV Quercus Meer.ana
Live O,1
14
r
r-10'
MB
BIM1er
UP LAmusp fw'a
-a.
12
r
r -Ir
MB
SVn1
a Zelbva urtHa Yiltage Creep
lapanese 2e 1-
37
r
rlO
MB
Bulk,
'alHmmmum.711rtes
Tow Trees
an
12, CULVERTS. RIP -RAP STRUCTURES, AND OTHER STORMWATER DEVICES SHALL BE
Understory Trees
4
1}. TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED.
O V a
THE FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE
CERTIFTGATE OF OCCUPANCY ((C.O.). THE STE SMALL BE STABILIZED AND SEEDED PRIOR
oA 0%. ft-,
oevd-ood
LI
r
r
MB
Bulk"
AF AM<flicma
kwneu Fir
a
2'
9
MB
Bull.,
IF I...
toter HOMY
a
r
IF
MB
Bulla
INS Ile..'Neme Sttveni
Nellle Stevens Nelly
n
r
r
MB
.11"
MG Magnolia Lift. G,.'
UNlr Gem «Mgrmlia
n
r
F
MB
Bun.,
U L,lerslroemlaiMiu DIPM. UWhit ll
Crape MYNe
3
r
r
MB
Ac
•25%mwimum-2l bees
TPMI Trt
U.
J
FOR A TWO AND ONE-HALF FEET WIDE BUMPER OVERHANG MEASURED FROM THE BACK
Shrubs
OF CURB
rl =
i8f
4
20. ALL SHRUBS INSTALLED AS VUpCULAR USE SCREENING WILL BE MAINTAINED AS A
N BabenfNw«esli Ynmson Pygmy'
Cnmspn PyeY,9 tW"
a
21. ALL ABOVE -GROUND EQUIPMENT ASSOCIATED MIH ON-SITE ELECTRIC, CABLE.
a•
3 l.
Acc.m
U O.y<njappnia
MMr-u Oeya,
Ila
THE E PLANT MATERIAL
W
Sg,l
Bun.,
GI Currlenl,jasmirmides'Kkims Ha,3y'
Cwtr,lia
M
i
a•
Sgal.
Bulls
KS Ile. Fnnsu TAr Per»I
SIV Pmol HelN
W
24•
Slat,
Xtten
Il Ile. klflgM
LWttkNIWly
20
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]YI.
5[re.n
M; IpapefWwn Nsrlenu'aIM'
Gush lompetNum
43
Approved by the Town of Cary
W
SNI.
Buller
Lr IAInpeR WrmanenMf
Yunnan xonenutllle
a
a'
3Ba1
Aaeel
MC A4rnra adlera
00,1 Myrtle
Im
W
Syl.
Muller
OF OsmMlhw 1pnunei
Forturc iOsmanfhw
1.1
M•
SNI.
BuIter
RRMM rails/o
oouble XnecloulRme
17
DA'
IPL
Scmen
RXde
Rh,ph.d,pvbcpurii 'fiorl, Petne'
Indian 1--
14
24•
3p1.
Soeen
To IPIa QnMI.,
E-Ildarbomue
51
21
SIM1.
Buffer
W Viburnum l,ponrwm
M. -Viburnum
L33
M•
SIIMI.
Buffer
PLANT1No DETAILS
Tee Planting
h 1
IRW
6.
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rMFo YfaY mY.FY arla':.srgvA in pF YfM
A
Y vfrlY��NM IIW.1MIx Tal SMI
Yrryar.I.3rr u...y ,
rm�.�ila,mw N.n wrl
S:3 orcr��iltlio
LA -24 REVISED
LANDSCAPE
Town of Cary Community Appearance Manual
PLANTING DETAILS
Shmb, Groundcover, and Perennial Planting
N:fD YRISV -Wa ?�4G fMN+� IrLL I t Avrl
A� xrllulau wl IIxT MAMllaily H ur Mn
fwr
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i Del a eia� ux:v�lw nF
verve . - y J� xd NN I
MMR PeII IM fanl
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.1-Ip«rlr.x:-.er.w.a
w«a as
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LA -A25
Town of Cary Community Appearance Manual
TOWN OF CARY LANDSCAPE CALCULATIONS
STREET TREES. I TREE PER 40 LINEAR FEET OF STREET FRONTAGE
EN BUFFERS
770 LF
770 LF OF 50' TYPE ASTREET BUFFER (LIMITER SHOP ROAD)
4 OPPERSTORY TREES/ IDO LF: 770/100 .4 - 31 TREES REO'D/PROP. (26 NEW + E%ISTJ
14 UNDERSTORY TREES/100 LF: 770/100. 14 - 108 TREES REO'D/PROV.
10 SHRUBS/100 U: 770/100 .10 - 77 SHRUBS REO'D/PROV.
862 LF OF 20' LANDSCAPE AREA TO TYPE B STANDARD (BARBEE ROAD)
4 MID-UPPERSTORY TREES/100 UP 862/100 . 4 - 35 TREES REO'D/PROV (27 NEW + EXIST.)
16 SHRUBS/100 UP 862/100 . 16 - 138 SHRUBS RED'D/PRGV.
NORTH PROPERTY UNE 840 LF OF 20' WIDE TYPE B BUFFER
4 MID-UPPERSTORY TREES/100 UP 840/100 . 4 - 34 TREES REO'D/PROV. (28 NEW + EXIST.)
16 SWUBS/100LF: 840/100 a 16 - 135 SHRUBS REO'D/PROV.
SOUTH PROPERTY LINE 797 LF OF 20' WIDE 719E B BUFFER
U R N
4 MIO-UPPERSFORY TREES/100 UP 797/100 x 4 - 32 TRIBES REO'D/PROVE (23 NEW + EXIST.)
Z N
16 SHRUBS/IOOLF: 797/100 x 16 - 12a SHRUBS REO'D/PROV.
m
WEST PROPERTY LINE: 1,234 LF OF 20' WOE TYPE B BUFFER
} W 2 m g0
(410 LF OF BUFFER , WITHIN THE STREAM AND UTB BUFFER WHERE EXISTING
m
W
TREES EXCEED REQUIREMENT OF 4 TREES/100 O.
o = x< U
(w7 _
4 MID-UPPERSTORY TREES/100 LF 824/100 . 4 - 33 TREES REO'D/35 PROV.
(23 NEW + EXIST.)
_
W Z
J O
16 SHRUBS/IOOLF: 1,234/100 x 16 - 198 SHRUBS REO'D/PROVE
Z /n ¢
NOTE: COSTING TREES COUNTED TOWARD BUFFER REOUIREMENTS WHERE APPLICABLE.
Z Z �{ U
LANDSCAPE NOTESYy
s" W
�WR
1. A/C UNITS. TRANSFORMERS AND OTHER MECHANICAL OR UTILITY EQUIPMENT, NOT
SHOWN ON THE PLAN. SHALL BE SCREENED FROM NEW EITHER BY ADJUSTING
Z
PLANTINGS SFtOWN IN, CLOSE PROXIMITY TO EQUIPMENT OR BY THE ADDITION Oi WAX
sio ..
MYRTLEPLANTING 24 5' O (SEE GENERAL NOTES FOR EQUIPMENT ACCESSBIJTY AND
ZL O N
r
MIT'.
2. CONTRACTOR SMALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO PLANING.
X5 __
PINE STRAW UNLESS OT14ERVASE NOTED.
S14ALL BE 3' 019�UAN
in
4 VERIFICATION QUAAS NTITIESINTHE
ERE 7TOµF
Z z -So
Z o
BE LANDSCAPESHOW
E CONTRACTOR, AND ON CES
Q.. -
BETWEEN PUNT LIST AND PLANTING PUN SMALL BE BROUGHT TO THE ATTENTION OF
�/A U =
O
721E LANDSCAPE ARCHITECT FOR CLARIFICATION.
I«AA
N = LL
5. ALL TREES. SHRUBS. GROUNDCOVIIt. ETC. SHALL CONFORM TO ACCEPTED STANDARDS
ESTABLI BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
U
6. ALL R007BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO PUNTING
Iy r V
7. EMIS AS LISTED UNDER -ROOT IN THE PLANT UST INDICATES BALLED IF BURLAPPED.
m
¢ ¢ m
S. ALL PLANTS/PLANTINGS SHALL BE MULCHED IMMEDIATELY AFTER PLANTING AND
WATERED.
9, ALL TS SHALL BEAR THE SAME TO SHED GRADE AS THEY BORE
SOUS
TO PRRE EXISTING GRADE (UNLESS OTHERWISE NOTED)TIONSHIP
10. ALL TREES AND SHRUBS SHALL REQUIRE MULCH RINGS AT THEIR BASE IF LEFT WITHIN
u. AREAS.
11. MULCH EDGES AND PROPOSED PLANTINGS SHALL NOT DISTURB ANY EXISTING
GROUPS OF TREES TO REMAIN. EDGES ARE SHOW FOR APPROXIMATION ONLY. BUT ARE
TO INDICATE SMOOTH, CLEAN CURVES.
12, CULVERTS. RIP -RAP STRUCTURES, AND OTHER STORMWATER DEVICES SHALL BE
SCREENED WITH EVERGREEN SIMBS. I; STRUCTURES ARE NOT SHOWN ON THE PUN,
INSTALL WAX MYRTLES O 24' HT. - 5 OC.
4
1}. TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED.
O V a
THE FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE
CERTIFTGATE OF OCCUPANCY ((C.O.). THE STE SMALL BE STABILIZED AND SEEDED PRIOR
6C52 pp pp
H F F C
TO THE ISSUANCE OF A (CLO.).
14. WHERE EXISTING OR PROPOSED VEGETATION FAILS TO FUNCTION ADEQUATELY AS
REQUIRED. THE TOWN OF CARY SATE INSPECTOR RESERVES THE RIGHT TO REOBRE
SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE LANDSCAPE PUN
BASED ON ACTUAL FIELD CONDITIONS.
G
15. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY. WITHIN FIVE FEET OF
O4 p
A SIDEWALK. NOR WITHIN TWENTY FEET OF A LIGHTING LOCATION.
-
2
16. ALL PLANT MATERIAL INSTALLED WITHIN A SIGHT DISTANCE MAINTENANCE EASEMENT
SMALL BE MANTA040 AT A HEIGHT ABOVE SIX FEET OR BELOW TWO FEET.
y
Z
I]. UPON ESTABLISHMENT FINISHED GRADES AND PRIOR TO BEGINNING a
0
O
d
E
ANY TREES. A SOL AMENDMENT SCHEDULE AR FOR ALL TREE PLANTINGS SHALL BE
SHALL E
PREPARED A CERTIFIED LANDSCAPE ARCHITECT AND BE FRONDED TO THE TOWN OF
O
0
W Y
NI
GARY PUNNING DEPARTMENT
V
Q I
18. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A CERTIFIED STATEMENT SHALL
U
BE PROVIDED TO TOWN OF CARY SITE INSPECTOR ATTESTING TO THE FACT THAT THE
g)
SOIL AMENDMENT SCHEDULE WAS FOLLOWED AS SPECIFIED IN THE APPROVED SITE
ANO/OR SUBDIVISION PLAN
0
THIS STATEMENT SHALL BE CERTIFIED BY A REGISTERED
LANDSCAPE ARCHITECT. CERTIFIED ARBORIST. OR OYHER SPECIALIST AS DETERMINED
C
Z
ACCEPTABLE BY THE PLANNING DIRECTOR.
o
Q b
19. THE SIZE OF THE PLANTING ARE AND OF PLANT MATERIAL AT MATURITY SHALL ALLOW
J
FOR A TWO AND ONE-HALF FEET WIDE BUMPER OVERHANG MEASURED FROM THE BACK
1
J
OF CURB
rl =
i8f
4
20. ALL SHRUBS INSTALLED AS VUpCULAR USE SCREENING WILL BE MAINTAINED AS A
CONTINUOUS HEDGE AT A MINIMUM HEIGHT OF 36 INCHES.
21. ALL ABOVE -GROUND EQUIPMENT ASSOCIATED MIH ON-SITE ELECTRIC, CABLE.
O rn
TELEPHONE, GAS, OR SIMILAR UTIUTY SHALL BE LOCATED TO THE SIDE OR REAR OF
THE SITE AND BE SCREENED TO THE EXTENT PRACTICAL WITH EVERGREEN PLANTS.
PLANTINGS SHALL ALLOW A MINIMUM OF FIVE FEET OF CLEARANCE AROUND THE
STRUCTURE WITH TEN FEET OF CLEARANCE ON ANY SIDE CONTAINING A DOOR ALLOW
ACCESS FOR MAINTENANCE. THE CLEARANCES SHALL ACCOUNT FOR THE MATURE SIZE
THE E PLANT MATERIAL
22, ALL IRRIGATION SYSTEM PLANS ARE SUBMITTED THROUGH THE BUILDING PERMIT
PROCESS AND ARE EVALUATED SEPARATELY FORM AND IN ADDITION TO STE PUN AND
BUILDING PUN RENEWS.
23. ALL GRADED AREAS OF THE SITE THAT ARE NOT TO RECEIVE PERMANENT TURFGRASS
OR GROUNDCOVER SHALL BE PLANTED WITH LOBLOLLY PINE SEEDLINGS PINUS TAFIDA)
i
INSTALLED ON A STAGGERED GRID WITH A SPACING ON 10' WITHIN A RO AND 15
BETWEEN ROWS.
p
Z°
R
- Z
2
O
U
a
cn
17 -DP -0728
r
W=
Approved by the Town of Cary
Development Review Committee
Q
Planner: Date:
Z
WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
F
TE: ALLCONSTRUCTION ACTIVITY MUST BE
CCORDANCE WITHTHE ACCEPTED
LICIES OF THE TOWN OF CARY AND NCDOT
3
O
H LMR
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TOWN OF CARY PROJECT NO. 17 -DP -0726

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11 • NO MAPLES SKILL BE PLANTED IN THE
STREETSCAPE BUFFER ALONG LEWER SHOP ROAD.
MIN. 2 GRASSED SHOULDERS SHALL BE MAINTAINED
AA 4 ON BOTH 50CS OF TRAIL
I ALL PLLNn�s SHALL BE MINIMUM 3 Off EDGE
OF TRAIL AND THE FOLLOWING M%JMUM SPACING
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—,S4 NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
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(INMUDES QUANTITIES FOR ALL BUFFER POLICIES OF THE T WNOF CARY AND NCDOT sc�E IN FEET
ALON3 SOUTH PROPUNE - PETER
To OVERALL PLAN MR PUNT UXATONS) 20 40 80 12G 15.1
TOWN OF CARY PROJECT NO. 17 -DP -0726

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4
NOTES
1, AREA INSIDE FENCE SHALL BE COVERED WITH A MINIMUM OF 7 CASK OVER A LAYER OF GEOTEXRLE
FABRIC. EXCEPT AS NOTED FOR TRAVELED AREAS.
2. THERE SHALL BE A LON"OF3'OF CLEARANCE BETWEEN FENCE AMC) ALL STRUCTURES AND
EQUIPMENT. UNLESSOTHERW75E NOTED.
3. THE BEDDING AND EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD
PROCTOR DENSITY FOR CLASS I MATERIALS.
4. BLOCKING TO RESTRAIN PPE AND FITRNGSWILL NOT BE ALLOWED IN FILL SECTIONS.
S ALL NON PRECAST CONCRETE SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 4.ODDPSI
UNLESS OTHERWISE NOTED
6. DUCTILE ICON PIPE TRANSPORTING WASTEWATER S14ALL BE LINED WITH A401 -TYPE CERAMIC EPDXY IN
ACCORDANCE WITH AWWA STANDARD C101.
7. AWAAIM COVER OF 48' SHALL BE MAINTAINED OVER ALL INSTAL LEO PIPE LINE S.
B A PERMANENT WEATHERPROOF SIGN STATING THE PUMP STATION (DENT IFIER24MOI1R EMERGENCY
NUMBER AND INSTRUCTIONS TO CALL IN CASE OF AN EMNS
EMERGENCY SHALL BE INSTALLED. CONSULT WITH
To" OF CAR,
.
B. CONTRACTOR SHALL SUBMIT. TO THE ENGINEER. SHOP DRAWINGS OF ALL EQUIPMENT ASSOCIATED WITH
THE PUP STATION PRIOR TO CONSTRUCTION. THIS INCLUDES BUT IS NOT UNITED TO PRECAST
CONCRETE SECTIONS. PUMP AND ASSOCIATED APPURTENANCES. GENERATOR, VALVES. PRNG,
FITTINGS. ACCESS HATCHES, AND ALL ELECTRICAL EQUIPMENT. NOPORTICNOFTHE PUMP STATION
SHALL BE CONSTRUCTED WITHOUT A SHOP DRAWING STAMPED APPROVED BY THE ENGINEER
SEE SHEET G.I • STREET A' PLAN ANO PROFILE
FOR CONTINUATION OF GRAYTTV SEWER.
cm
i -i? WATER SERVICE
-----
— — — — — — — — ------
— — — — —
--------
— — — — — — —
---------------------
-------------------- — — T — —
I
SEWAGE RNP STATION EASEMENT LINE
I
� I _
49 N 82027.24!1• �p
X i� E 18792E -0.d6'
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\
PAD MOUNTED_. -
TRANSFORMER
LED AREA LIGHT 5' MIN
(SEE DETAIL) CLEARANCE
I
I
100
SEL EMERGENCY BYPASS
ELECTRICALS EMERGENCY CONNECTION
CONTROL PANEL SHELTER GENERATOR (SEE DETAIL)
CONCRETE
DRIVEWAY APRON 2P FULL%—I' DP 4' RJ TEE
REST RAKED ON BOTH ENDS d�
��� CENIER OF GRINDER MANHOLE s'O GRINDER L O AFT WELL 4• RJ PLUG VALVE
X62025'-t0 a NA4HOLE
< dZ N E 167927'-1.28" y
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N 62024'•10.98'
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1DE SWING -"C ODOR CONTROL IS
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10 I
ry b LJL��T
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WATER SERVICE LINE im
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E 167925*.62f ASSEMBLY INSIDE HEATED ANM1 E 18792SSA6' I
FIBERGLASS ENCLOSURE
B HIGH VINYL COATED GUN LINK FENCE
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AND BUCK VIM PRIVACYCY SCREEN REENEEN
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TOWN OF CARY PROJECT NO. 17 -DP -0726
o s 19
PUMP
STATDN CONSTRUCTION AND ALL —EQUIPMENT SHALL
COMPLY WITH TOWN OF CARY PUMP STATION STANDARD
SPECPICATONS AND THE APPROVED MANUFACTURERS LIST.
CONTRACTOR SHA LL SUBMIT SHOP DRAWINGS TO AND OBTAIN
APPROVAL FROM ENGINEER FOR ALL SELECTED EQUIPMENT
ANDMATERIALS BEFORE CONSTRUCTON I
40
No. Revision Date B D<,��« unw xH< As �oTlu
a+w^AY KMT o.. pyjy�pp DESTIN Withers Ravenel
SEWAGE PUMP STATION SITE PLAN ,10 Ery7neersIPI—rsI5—ey—
�AeY°e' Mc\V weNa. oI1V0sa oo CARY CHATHAM COUNTY NORTH CAROLINA LLsw«KwnOMr<Ic<rY.NCI7sulcvt9.44vaanlllmlK<rcne>zl<..+1+...1e1<n<..M�

`1 —W E—" W 7— FM9-1921—A-IDJO6.SBF-3
R
l
EMERGENCY BYPASS CONNECTION (SEE DETAIL)
PRECAST TO EXTENDED BASE MANHOLE NOTES.
80'X42' ALUMINUM ACCESS HATCH I B 1. ALL HARDWARE EXPOSED TO WASTEWATER SHALL BE 716 S5.
(SEE NOTE 14) 4' CLASS 350 DIP FORCE MAIN 2 PROVIDE STRAIN RELIEF ON ALL CABLES AND HOSES LOCATED IN WET WELLS USING SS KELLUM GRIPS.
3. SUPPORTISECURE PIPING AS NECESSARY.
30'X30' ALUMINUM ACCESS HATCH
(SEE NOTE 11) 4. N SOME
VIEWS, EOM
UIP MAY BE ROTATED OR OMITTED FOR CLARITY.
5. WET WELL INTERIOR 6 EXTERIOR TO BE FINISHED PER TOWN OF CARY SPECIFICATIONS.
07 07 09 6. NO UN -FLANGE OR DRESSER COUPLING N WET WELL.
15 � — — — — — � 19 !! 7. ALL CONNECTIONS TO BE FLANGED CLASS 350 OP PANTED PER THE TOWN OF CARY SPECIFICATIONS UNLESS
' M OTHERWISE NOTED.
A 8. PRECAST CONCRETE MANHOLE WET WELL AND GRINDER MANHOLE SHALL CONFORM TO ASTM C-78. STRUCTURE
17 SECTION JOINTS SHALL BE OF A DURABLE MASTIC SEALING MATERIAL. THE EXTERIOR SHALL HAVE A FACTORY
13 4 APPLIED BITUMASTIC OR ASPHALTIC COATING OF 20 MILS. THE EXTERIOR OF WET WELL JOINTS SHALL BE OVERLAPPED
+o BY AN APPROVED MATERIAL SUCH AS CONWRAR CONSEAL, ETC -THE INTERIOR SIDE OF THE JOINTS SHALL BE
• 0J PLASTERED SMOOTH WITH PORTLAND CEMENT GROUT.
01 9. WET WELL, GRINDER MANHOLE, AND PIPING WITHIN THOSE STRUCTURES SHALL BE COATED WITH AT LEAST 804AS OF
14 AN APPROVED MONOLITHIC EPDXY COATING SYSTEM CONSISTING OF A 10D% SOLIDS. SQUVENT-FREE.
05 3' SCH 80 PVC TWOCOAPONENT EPDXY RESIN FOR UP TO 100 MILS OF COATING WITH A MANUFACTURER APPROVED SET TIME OF
®2qy 08 t0 6410URS OR LESS.
MUFFIN MONSTER 30005 -OM WITH 5HP I \ 10. PP►M SHALL BE SUPPORTED AS NECESSARY.
IMMERSIBLE MOTOR. LIFT -OUT RAIL SYSTEM, 11. ALL CONCRETE WALL PENETRATIONS TO BE MADE WATERTIGHT USING LNKSEAL OR A FLEXIBLE PPE TO MANHOLE
AND INTEGRATED HIGH WATER BAR SCREEN PRECAST 6'0 EXTENDED BASE CONNECTOR AS NOTED ON THE PLANS.
WET WELL 80'X68' ALUMINUMACLESS MATCH PRECAST 011 EXTENDED BASE 12. DIMENSIONS ARE APPROXIMATE AND WILL VARY DEPENDING ON THE MANUFACTURER, CONTRACTOR IS TO VERIFY
(SEE NOTE 1A) VALVE VAULT DIMENSIONS AND ADJUST AS NECESSARY.
13. ACCESS HATCHES SHALL BE SOUARE HATCH OF VA INCH ALUMINUM DIAMOND PATTERN PLATE WITH STEEL HINGES ON
AN ALUMINUM FRAME CAST IN PLACE, ACCESS HATCH SIZE IS APPROXIMATE AND CONTRACTOR SHALL ENSURE THAT
THE ACCESS HATCHES ARE LARGE ENOUGH TO REMOVE EQUIPMENT. HATCHES SMALL NCLUDE PIVOTING FALL
PROTECTION GRATING. GRATING SHALL PIVOT TO ALLOW ACCESS AND REMOVAL OF EQUIPMENT.
PUMP STATION MECHANICAL PLAN 14. PUMPS MOTORS. AND MANOR ACCESSORIES SHALL BE SUPPLIED BY A SINGLE MANUFACTURER AS LISTED IN THE
TOWNS APPROVED MANUFACTURER'S UST. APPROVED PUMP MANUFACTURERS INCLUDE ABS, FAIRBANKS MORSE,
SCALE: 3W • 1'-0• FLYGT, HYDROMATIC, AND MYERS.
4" FLANGED DUCTILE IRON VENT
WITH INSECT SCREEN
80'X42' ALUMINUM 60'X18' ALUMINUM PUMP PARAMETERS
3PX30'ALUMINUM ACCESS HATCH ACCESS HATCH FLOW i15 F—
TOP
HATCH
TOP OF SLAB = 317.50 TOM 115 FT
FINISH GRADE SLOPE AWAY STATIC HEAD 74 FT
FROM STRUCTURES TO CARBON CANISTER PRECAST 8'X6' EXTENDED BASE DISCHARGE CONFECTION 4 IN
FROM STRUCTURES TTO CA
TO CARBON CANISTER MA PRECAST 6'0 EXTENDED BASE VALVE VAULT
EXTENDED CONDUIT FROM MOTOR SPEED 1800 TPM
PRECAST WET WELL 3'SCH 80 PVC
BASE MANHOLE CONTROL PANEL 2% IN MOTOR POWER D VP
10 4wv
301 SS LIFT -OUT RAL SYSTEM - 03 07
IB 04 17 7. MOTOR ELECTRICAL SYSTEM 3 PHASE
4' SCH 80 PVC PIPED TO
ODOR CONTROL UNIT 4 W0E WYE
03
08 !6
304 SS GUIDE RAL BRACE i 8
05 06 -_ 17057 STONE
304 CHAIN WITH
S-0'
MUFFIN MONSTER 300050008 WITH 5 HP SS'S'O RINGS EVERY 10' (MN 11 8'•Y
IMMERSIBLE MOTOR. LIFT -OUT RAL SYSTEM.
AND INTEGRATED HIGH WATER BAR SCREEN
VENT PPE BRACE
304 55 GUIDE RAIL BRACE LEGEND
1 4' NON CLOG SUBMERSIBLE PUMP 2 4' PUMP DISCHARGE ELBOW
CHANNEL 5' 3 ........................ 4 V RESTRAINED COMPRESSION COUPL04G
t5 a BACKUP FLOAT (2X) 04 5 T FLAP CHECK VALVE 6 7 FLEXIBLE CCUPLING
2'O SCH SO 30153 GUIDE RAL(S) 7 4- FL RESTRAINED COUPLING ADAPTOR 8 C FL OL CUSHIONED OW&L CHECK VALVE
HIGH LEVEL ALARM=300.50 9 - FL SPOOL PIECE (LENGTH AS REQUIRED) 10 V FL LEVER OPERATED PLUG VALVE
IEIN=299.95 8, 11 VFL TEE 12 4' MI RESTRAINED TEE
INVERT IN. LAG PUMP ON =29950 13 PRESSURE TRANSDUCER 14 12' MJ
IE OUT = 299.75 WATERTIGHT FLEXIBLE PPE TO MANHOLE
LEAD PUMP ON=298.50 15 CONNECTOR._._..-... .... 16 CORROSION RESISTANT PPE SUPPORT w 1^1^CAR
IE IN 299M PUMPS OFF=28797
12'#57 STONE 5'-10' 13 17 7 PRESSURE GAUGE WRAP . BALL VALVE AND t8 4' MI RESTRAINED PLUO VALVE ^ L s
CONCRETE FILLET • • P L,�
i D1 0txuSigned by: 1 "
LOW LEVEL ALARM = 298A7 19 LPXSEAL 20 WA
\ Y az AaU� Q ��C Y Rfim
R � o G� STRAQp
�Fll
AIC NE RBOTTCMOFWET WELL=29497 /15/2017aL a KNOW VV'FiA I'S BELOW.
3D077IB82C9A405 x"^Iiu�n V' CAI I BFFORF YOU DIGTB-075TONE TOWN OF CARY PROJECT NO. 17 -DP -0726
PUMP STATION MECHANICAL SECTION
SCALE: NOT TO SCALE
Ix�;Gnee ii Scele a� .A,i fl1
DESTIN
a°r��eN A Toe H° (-CRY CHATHAM COUNTY NORTH CAROLINA
110- WithersRavenelN°
SEWAGE PUMP STATION MECHANICAL PLAN & SECTION 110 PS -O2
En�neers I Planrers Surveyors
! 15 rn.cn�„° wi�.l C+rv. NC 3751111. vtv Ae933eo . em�u r. a o83: I wa.. w�nrr:rrerci � °m

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1
100 CFM
CORROSION
RESISTANT FAN POLYETHYLENE
COUPLE W/ REX
ODOR CONTROL 50 GAL CANISTER CONNECTOR
WITH ACTIVATED CARBON
314' DRAW WI BALL VALVE
36'X36'X6' CONCRETE PAD
TP
90° BEND
CARBON CANISTER
ODOR CONTROL SYSTEM SECTION
SCALE: 3rB' = I'4r
2' SCH 40 PVC
U-1
100 POLY CLEAR SIGNI
POLY SUCTION LINE
.L VALVE
'E STRAINER
PO SCH 90 PJC CONOUO
TO CONTROL PANEL
EMERGENCY SHOWER
1? EXPANSION JOk(f
I"",, �'
I
7' SCN BO PVC DRAM
T SCH 80 PVC CONDUIT
-- I' PVC BALL vALVE
WITH , TUBING
R0 POLY
2 CONTRACTOR TO FURNISH CONCRETE PAD WITH ALL N -SLAB PIPING AND
CHEMICAL FEED a CONTROL UNR
WASTEWATER
CONDUIT.
(SEE PEDESTAL DETAIL)
WATER HEATER
AWASH ONLY)
STRUCTURE
TANKLESS ELECTRIC
WATER HEATER
S
B
(FGR EYEWASH ONLY)
t2'0 SUCTION UNE
LINK -SEAL
5. UTILIZE SWEEPS ONLY (NO ELBOWS) FOR CONDUIT DIRECTION& CHANGES.
0 FILL LINE
TEPID EMERGENCY EYEWASH
SLOPE
EMERGENCY EYEWASY
TO
SLEEVES, AND SEALANT.
DRAIN P
EMERGENCYSHOWER
3'O PJC VENT
AND BLOCKING FOR PIPING.
/
r CONCRETE SLAB
1,150 GALLON SINGLE WALL
C
ODOR CONTROL CHEMICAL C
9. THE FILL AND DISCHARGE PIPING ASSEMBLIES SHALL BE SCH 80 PJC.
fTANK
<
1' PE WATER LME WE
17T
0�
ODOR CONTROL PLAN
SCALE:3W • rd
U-1
100 POLY CLEAR SIGNI
POLY SUCTION LINE
.L VALVE
'E STRAINER
PO SCH 90 PJC CONOUO
TO CONTROL PANEL
EMERGENCY SHOWER
SECTION B—B SECTION A—A
SCALE: 3V = TD' SCALE 3V - V IV
IGH ROOF
2
0 SCH 80 PVC FILL LINE
BALL
20 SS MALE CAMLOCK W?0 PLR
MULE CAWOCK (TO BE COMPLETELt
ABOVE CONTAINMENT WALL,
2' SCH 50 TALC CONDUIT
WITH 170 Par TUBING
SECTION C—C
SCALE, 3W -1ra
NOTE:
1. THE NEMA 4X RATED CONTROL PANEL FOR THE ODOR CONTROL
SYSTEM SHALL BE UL LISTED AND CONSTRUCTED OF 316 SS.
TIMER(S)
FAN
SELF -PRIMING CHEMICAL FEED PUMP (2)
GFCI OUTLET
3 -WAY BALL VALVE
POWER ON/OFF SWITCH
CAI RRATION CYLINDER
2'
11?
SWAY BALL VALVE I'0 POWER
JUNCTION BOX SUPPLY CONDIIf
I4' X 10' CALIBRATION PEDESTAL
SUCTION DISCHARGE
1'0 CHEMICAL FEED
LINE CONDUIT N Orr lumr 9
3°�H CARP,
E ti1i"
Dow Signed by: PR
CONTROL PEDESTAL 1r��gPpDR °�°� c STIR
CONTROL PEDESTAL DETAIL PENETRATION DETAILL,k Q =,� HE R
5/25/2011 4.rI'llq_ 4GCl.�`� KNOW VVFiATS BELOW.
SCALE: 34'• T11' $CAIE: W • 1'-0' 3D0771 BB2C9M05...
...... m9"` CALL BEFORE YOU DIG.
TOWN OF CARY PROJECT NO. 17 -DP -0726
NO.1 evi i n nate DAM k.M Al NOTEDIII
sn�H
KMT LMa e5]Y2U,7 DESTIN SEWAGE PUMP STATION ODOR CONTROL WithersRavenel
MECHANICAL PLAN & SECTION 1/ E^®^eeEsl"an^.''SNVeyOri PS -03!
«E.aW
—I-' .—o—o0 111 GARY CHATHAM COUNTY NORTH CAROLINA t15MZKwunPMI�+Y,N[115I111:939AMiJYl lr4«�6321w.wK�rsraenlaan
NOTES:
I
1. CHEMICAL SYSTEM IS DESIGNED TO CONTROL ODOR THROUGH THE FORCE MAIN
AND AT THE FORCE MAIN DISCHARGE.
2 CONTRACTOR TO FURNISH CONCRETE PAD WITH ALL N -SLAB PIPING AND
TANKLESSELECTRIC
WASTEWATER
CONDUIT.
WATER HEATER
AWASH ONLY)
STRUCTURE
3. TANK TO BE A HDXPE SINGLE WALL CHEMICAL TAW,(FOR
4. CONTAINMENT WALL TO HAVE INSIDE DIMENSIONS OF MOM& WITH THE ABILITY
TO CONTAIN AT A MINIMUM 1.150 GALLONS OF CHEMICAL.
LINK -SEAL
5. UTILIZE SWEEPS ONLY (NO ELBOWS) FOR CONDUIT DIRECTION& CHANGES.
IL CONTRACTOR TO FURNISH AND INSTALL ALL NECESSARY SLAB OPENINGS.
EMERGENCY EYEWASY
SLEEVES, AND SEALANT.
7. CONTRACTOR TO FURNISH AND INSTALL ALL NECESSARY HANGERS, SUPPORTS,
AND BLOCKING FOR PIPING.
r CONCRETE SLAB
a. ALL HARDWARE REQUIRED FOR INSTALLATION SHALL BE STAINLESS STEEL
9. THE FILL AND DISCHARGE PIPING ASSEMBLIES SHALL BE SCH 80 PJC.
10. ALL CONNECTIONS INTO TANK WILL BE WITH BULKHEAD FITTINGS.
1' PE WATER LME WE
11. CONTRACTOR TO PROVIDE AN INITIAL 1,150 GALLONS OF CHEMICAL.
0�
LINKSFAL)
L CONCRETE SLAB a WALLS TO BE POURED IN
CONTINUOUS POUR NO JOINTS
iwRONE
R1ro.c.
I ALLOWED.
E.W.
E.W.
I•
10
WATERPROOFING: I. APPLY A WATERPROOF
SEALANT TO THE CONCRETE EXTERIOR 2.
EMERGENCY EYEWASH AND EMERGENCY SHOWER
Iq USE LINK -SEALS FOR ALL PPE
1. EMERGENCY EYEWASH AND EMERGENCY SHOWER SHALL COMPLY WITH
PENETRATIONS.
ANSUISEA 2759.1.
2 EMERGENCY EYEWASH SMALL BE A TEPID SYSTEM WITH TEPID WATER SUPPLED
BY A TANKLESS ELECTRIC WATER HEATER.
J. EMERGENCY EYEWASH SHALL PROVIDE 0.4 GPM ® 30 PSI.
1$
Q
4. THE TANKLESS WATER HEATER SHALL BE CAPABLE OF PROVIDING OA GPM WITH
A TEMPERATURE RISE OF 40'.
r I57 STONE (TYPI
S. EMERGENCY SHOWIER SHALL PROVIDE 20 GPM @ 30 PSL
6 MIL POLYETHYLENE VALOR
SAM" (SEE NOTE W) COMPACTED SUBGRADE
II
CONCRETE CONTAINMENT SECTION
SCARE: 3W-nD
SECTION B—B SECTION A—A
SCALE: 3V = TD' SCALE 3V - V IV
IGH ROOF
2
0 SCH 80 PVC FILL LINE
BALL
20 SS MALE CAMLOCK W?0 PLR
MULE CAWOCK (TO BE COMPLETELt
ABOVE CONTAINMENT WALL,
2' SCH 50 TALC CONDUIT
WITH 170 Par TUBING
SECTION C—C
SCALE, 3W -1ra
NOTE:
1. THE NEMA 4X RATED CONTROL PANEL FOR THE ODOR CONTROL
SYSTEM SHALL BE UL LISTED AND CONSTRUCTED OF 316 SS.
TIMER(S)
FAN
SELF -PRIMING CHEMICAL FEED PUMP (2)
GFCI OUTLET
3 -WAY BALL VALVE
POWER ON/OFF SWITCH
CAI RRATION CYLINDER
2'
11?
SWAY BALL VALVE I'0 POWER
JUNCTION BOX SUPPLY CONDIIf
I4' X 10' CALIBRATION PEDESTAL
SUCTION DISCHARGE
1'0 CHEMICAL FEED
LINE CONDUIT N Orr lumr 9
3°�H CARP,
E ti1i"
Dow Signed by: PR
CONTROL PEDESTAL 1r��gPpDR °�°� c STIR
CONTROL PEDESTAL DETAIL PENETRATION DETAILL,k Q =,� HE R
5/25/2011 4.rI'llq_ 4GCl.�`� KNOW VVFiATS BELOW.
SCALE: 34'• T11' $CAIE: W • 1'-0' 3D0771 BB2C9M05...
...... m9"` CALL BEFORE YOU DIG.
TOWN OF CARY PROJECT NO. 17 -DP -0726
NO.1 evi i n nate DAM k.M Al NOTEDIII
sn�H
KMT LMa e5]Y2U,7 DESTIN SEWAGE PUMP STATION ODOR CONTROL WithersRavenel
MECHANICAL PLAN & SECTION 1/ E^®^eeEsl"an^.''SNVeyOri PS -03!
«E.aW
—I-' .—o—o0 111 GARY CHATHAM COUNTY NORTH CAROLINA t15MZKwunPMI�+Y,N[115I111:939AMiJYl lr4«�6321w.wK�rsraenlaan

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MAKE ON RISE ABOVE WE
r FAN CIRCUIT
r 8'X16MOTORIZED VENT
1 WTTH INSULATED COVERS
17 x 12- EXHAUST FAN WiAL LOUVER
AUTOMATIC SHUTTERS 121 V. 121 W. 1,050
CFM
BUILDING PLAN
SCALE: 3N' - ru
FRONT ELEVATION
SCALE M -r6'
ro
3' OVER
31
F POST TENSION ROOF (TYP)
3' THICK PRECAST WALL
/ (TYP)
TURN DOWN EDGE TYR
t7 DAYTONSUPERIDR CONNECTION BRACKET (TYP)
117 DAYTON -SUPERIOR F63 COIL
INSERT (TYP)
1m 117 COIL BOLT&
WASHER (TYP)
3'OVERHANG
CAULK GROOVE (TVP)
1?Y 11R'COIL BOLT B -
WASHER (TYP)
3' THICK PRECAST WALL
(TYP) CONCRETE CONTANMEM
12'STEP DOWNABOUT
EDGE (TYP)
BRACKET DETAIL A BRACKET DETAIL B
CONNECTION BRACKET TYP
3'THICK PRECAST WALL
1/241 17 COIL BOLT 8 (n'p) '�• ��
WASHER (TYP)
1? DAYiONSUPERN)R F63 COIL
INSERT(TYP) syr lg3W.
CAULK GROOVE (TYP)N' SLOT TNRU
3' THICK PRECAST WALL) '
ITYPI
CORNER BRACKET ANGLE BRACKET
3' WDE SMOOTH MATERIAL: 1N' THICK
TROWEL (TVP) FINSH: ASTM A36 GALVANIZED
BRACKET DETAIL C BRACKETS
BRACKET DETAILS
NOT TO SCALE
SCALE tie'=I T
REAR ELEVATION
SCALE are' - r6'
LEFT ELEVATION
SCALE ar • 1'6'
5/25/2027
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OCCUPANCY SENSING SWITCH /
/ / '12w
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INTERRUPT (2Og
a
FORM FINISH INTERIOR M`P)
O
/n's
17 x 12- EXHAUST FAN WiAL LOUVER
AUTOMATIC SHUTTERS 121 V. 121 W. 1,050
CFM
BUILDING PLAN
SCALE: 3N' - ru
FRONT ELEVATION
SCALE M -r6'
ro
3' OVER
31
F POST TENSION ROOF (TYP)
3' THICK PRECAST WALL
/ (TYP)
TURN DOWN EDGE TYR
t7 DAYTONSUPERIDR CONNECTION BRACKET (TYP)
117 DAYTON -SUPERIOR F63 COIL
INSERT (TYP)
1m 117 COIL BOLT&
WASHER (TYP)
3'OVERHANG
CAULK GROOVE (TVP)
1?Y 11R'COIL BOLT B -
WASHER (TYP)
3' THICK PRECAST WALL
(TYP) CONCRETE CONTANMEM
12'STEP DOWNABOUT
EDGE (TYP)
BRACKET DETAIL A BRACKET DETAIL B
CONNECTION BRACKET TYP
3'THICK PRECAST WALL
1/241 17 COIL BOLT 8 (n'p) '�• ��
WASHER (TYP)
1? DAYiONSUPERN)R F63 COIL
INSERT(TYP) syr lg3W.
CAULK GROOVE (TYP)N' SLOT TNRU
3' THICK PRECAST WALL) '
ITYPI
CORNER BRACKET ANGLE BRACKET
3' WDE SMOOTH MATERIAL: 1N' THICK
TROWEL (TVP) FINSH: ASTM A36 GALVANIZED
BRACKET DETAIL C BRACKETS
BRACKET DETAILS
NOT TO SCALE
SCALE tie'=I T
REAR ELEVATION
SCALE are' - r6'
LEFT ELEVATION
SCALE ar • 1'6'
5/25/2027
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by:
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... " "` CALL BEFORE YOU OIG.
TOWN OF CARY PROJECT NO. 17 -DP -0726
R N0. Revision nate I bv Af Dir. — I x,k Al noTCD 111
8DESTIN ;! WithersRavenel uM�°
N'�°" `' an °"'W 011 SEWAGE PUMP STATION ODOR CONTROL BUILDING DETAILS PS -04
Engineers I Planners 15—ey—
T�"`1e° W iucw Oa°NO' °:1ms°s.a0 CARY CHATHAM COUNTY NORTH CAROLINA ux cunpivel�>9.NC T511If.919Ca93N011ionte t.0063t1w.wieersramrcicwn

ALL WIRE SIZES BASED ON 75C THIN1411IN COPPER CONDUCTORS
DESCRIPTIONLOAD CU BREAKER CIRCUIT PANEL CIRCUIT BREAKER CU LOAD DESCRIPTIONVA MARE AMPS NUMBER NUMBER AMPS WIRE VA
ALARM DIALER 7,000 1 12 20 1 2
SO 12 2,000 PANEL D
ISERICE 20120, 1 -PHASE, 2 -WIRE, AC. FULL NEUTRAL
ALL WIRE SIZES BASED ON 75C THWNiFAN COPPER CONAI%.'TORS
DESCRPiION LOAD CUBREAKER CIRCUIT PANEL D CIRCUIT BREAKER W LOAD DESCRIPTIONVA WIRE AMPS NUMBER NUMBER AMPS WIRE VA
CHEMICAL CONTROL 1.- 12 20 1 2 20 12 1,000 EXHAUST FANAiHUTTER
ITANKLESS WATER HEATER F --- 12 1 40 . - I
SERVICE 24Wi20, I4'NASE, 2 -WIRE, AC, FULL NEUTRAL)
CONSTRUCT TRANSFORMER PAD
PANELSCHEDULE'MDP'
AND PIT TO DETAILS
PUMP1 PANEL
3 PHASE 4 WIRE
Aft
COMMENTS: 20 SPACE MAW LUGS
PANEL
OC DEVICES: BREAKERS
D.N. Key P.E.
VOLTAGE LL:180 V
117 MacKenan Drive
BUS RATING, 200 A
Cary, NC 27511
DEVICE FAMILY: BOLTON
Phone: 46D -W91
VOLTAGE LG: 277 V
Op1N CARO
?C557gt,
AVAILABLE FAULT DUTY: 65K A 3 PHASE
SEAL ��
MOUNTING: SURFACE
y
9531�p. �
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MLO
ELECTRICAL DESIGN
SOFT
ENCLOSURE: NEALA 3R
COVER 4P
LOAD
CRITERIA
4W
I
DEVICE
STMT
25 HP 25 HP
CRITERIA
CONTROL POWEa
CK71
DESCRIPTION
TYPE
EA
OTY
DEM TOTAL VA REMARKS
P
PH
PM P PS REMARKS
— LOAD
TOTAL VA — DESCRIPTION
CKif
15 KVA
4170 Wfe GR
LIMIT DISTANCE TO 10 FEET
EA -TWT EM TYPE
1
N 7 CONDUIT
11.775
A
A
9,420
Z
3
PUMP 125 HP SOFT STARTER
MTR
MRS 30 INA OR
70
3
B
B 3 70 396 WAM GR
PUMP 2 25 HP SOFT STARTER
9,420II
1
5
WATER PIPE
71,175
C
C
9,420
6
1
POWER
2.100
AA
3,500
1
9
GRINDER 5 HP
MTR
PANEL
2,100 3110 WMtOGR
15
3
B
2 60 216 W/f10 OR
B
%F1IR7
3,500
10
11
XFMR125KVA
1
2.100
v
C
C
12
13
240/120
125P
2.000
12 $P
RETERANOCTS
A
A
ATS
14
15
BLOCK HEATER
1251
2,90D 3610 WAHOGR
30
3
8
B
480V
16
17
DIESEL
MCB
2.000
MCO
C 0
C I I
p0A
18
19
GENERATOR
PAD MOUNTED
O
LOCKING
A
A
OSP
20
ENW6E
LOADS
COVER
TOTAL LOADS
COVER
200A MLO
100 KW ®.B PF
N 1-tM' CDNQUR
SECONDARY
PHASE A VA
CONNECTED KVA
DESIGN FLA
PHASE B VA
4$0277 WYE
DEMAND KYA
PHASE C VAI
I DESIGN KVA
N COPPER GROLRDNG
ALL WIRE SIZES BASED ON 75C THIN1411IN COPPER CONDUCTORS
DESCRIPTIONLOAD CU BREAKER CIRCUIT PANEL CIRCUIT BREAKER CU LOAD DESCRIPTIONVA MARE AMPS NUMBER NUMBER AMPS WIRE VA
ALARM DIALER 7,000 1 12 20 1 2
SO 12 2,000 PANEL D
ISERICE 20120, 1 -PHASE, 2 -WIRE, AC. FULL NEUTRAL
ALL WIRE SIZES BASED ON 75C THWNiFAN COPPER CONAI%.'TORS
DESCRPiION LOAD CUBREAKER CIRCUIT PANEL D CIRCUIT BREAKER W LOAD DESCRIPTIONVA WIRE AMPS NUMBER NUMBER AMPS WIRE VA
CHEMICAL CONTROL 1.- 12 20 1 2 20 12 1,000 EXHAUST FANAiHUTTER
ITANKLESS WATER HEATER F --- 12 1 40 . - I
SERVICE 24Wi20, I4'NASE, 2 -WIRE, AC, FULL NEUTRAL)
NOTES:
1. THE ELECTRICAL COMPONENTS WERE DESIGNED BASED ON PUMP MOTORS WITH A RATING OF
25+7P WITH SOFT STARTERS,
2, ALARM DIALER SHALL BE EQUIPPED WITH TI LIGHTNING ARRESTOR
3. CONTRACTOR SHALL COORDINATE AND PAY FOR ELECTRICAL SERVICE AND TRANSFORMER TO
BE INSTALLED BY UTILITY COMPANY.
4, CONTRACTOR TO PROVIDE FUEL FOR TESTING THE GENERATOR. THE FUEL TMA( SHALL BE
TOPPED OFF AFTER ACCEPTANCE OF THE STATION.
5. OVERCURRENT DEICES SHALL BE READILY ACCESSIBLE AND SHAD BE INSTALLED SO THAT
THE CENTER OF THE GRIP OF THE OPERATING KMOLE OF THE SWITCH OR CIRCUIT BREAKER,
WHEN N 175 HIGHEST POSITION. IS NOT MORE THAN a -r ABOVE FFE OF EQUIPMENT PAD N
ACCORDANCE WITH NEC 240.24, A PERMANENT WORKI4G PLATFORM COMPLETE WITH STEPS
AND HANDRAILS MAY BE REWIRED AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AT NO ADDMONAL COST TO OWNER.
6. ALL DISCONNECTS SHALL BE HEAVY DUN.
7. CONDUIT NUMBER AND SIZE ARE APPROXIMATE. CONTRACTOR TO VERIFY CONDUIT SIZE AND
ENSURE ITS ADEOUACY FOR ITS INTENDED PURPOSE.
GRINDER DISCONNECT
CS BE
RATED
LOCKING COVER
IAPPLY LABELI
INTERLOCK POWERB V PVC CONDUIT FOR CONTROL"RNG
CONTROL WITH DOOR SOBS WIRING DIAGRAM
OPERATED DISCONNECT
PMP 7 PVC
CONTRA TO WET WELL
CONSTRUCT TRANSFORMER PAD
WEATHERPROOF
AND PIT TO DETAILS
PUMP1 PANEL
FURNISHED BY UTILITY COMPANY.
Aft
PAD MOUNTED XFMR
PANEL
BY UTILITY COMPANY
D.N. Key P.E.
ANTX DIALOG ELITE
117 MacKenan Drive
CONCRETE BASE WITH PR
Cary, NC 27511
FOR CABLE ENTRY BY THE
Phone: 46D -W91
CONTRACTOR
Op1N CARO
?C557gt,
4-110IN 7 CONDUIT
SEAL ��
CO SE ATS
y
9531�p. �
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ELECTRICAL DESIGN
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NOTES:
1. THE ELECTRICAL COMPONENTS WERE DESIGNED BASED ON PUMP MOTORS WITH A RATING OF
25+7P WITH SOFT STARTERS,
2, ALARM DIALER SHALL BE EQUIPPED WITH TI LIGHTNING ARRESTOR
3. CONTRACTOR SHALL COORDINATE AND PAY FOR ELECTRICAL SERVICE AND TRANSFORMER TO
BE INSTALLED BY UTILITY COMPANY.
4, CONTRACTOR TO PROVIDE FUEL FOR TESTING THE GENERATOR. THE FUEL TMA( SHALL BE
TOPPED OFF AFTER ACCEPTANCE OF THE STATION.
5. OVERCURRENT DEICES SHALL BE READILY ACCESSIBLE AND SHAD BE INSTALLED SO THAT
THE CENTER OF THE GRIP OF THE OPERATING KMOLE OF THE SWITCH OR CIRCUIT BREAKER,
WHEN N 175 HIGHEST POSITION. IS NOT MORE THAN a -r ABOVE FFE OF EQUIPMENT PAD N
ACCORDANCE WITH NEC 240.24, A PERMANENT WORKI4G PLATFORM COMPLETE WITH STEPS
AND HANDRAILS MAY BE REWIRED AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AT NO ADDMONAL COST TO OWNER.
6. ALL DISCONNECTS SHALL BE HEAVY DUN.
7. CONDUIT NUMBER AND SIZE ARE APPROXIMATE. CONTRACTOR TO VERIFY CONDUIT SIZE AND
ENSURE ITS ADEOUACY FOR ITS INTENDED PURPOSE.
GRINDER DISCONNECT
CS BE
RATED
LOCKING COVER
IAPPLY LABELI
INTERLOCK POWERB V PVC CONDUIT FOR CONTROL"RNG
CONTROL WITH DOOR SOBS WIRING DIAGRAM
OPERATED DISCONNECT
PMP 7 PVC
CONTRA TO WET WELL
DAM I RW A NOTED
Drrvm BY NMT Date owlim17
Ch -BY M la " oZlw—w 111I CARY
DESTIN
CHATHAM COUNTY NORTH CAROLINA
NEW PAD MOUNT TRANSFORMER 4891277 Y. V. 4W
BY DUKE PROGRESS
NEW METER i
BY DUKE PROGRESS
M
NMA 480V
FUSED SAFETY SWITCH
SERVICE I ( 1584 I N ` ( ( 150A ISERVK
DISCONNECT L J J DISCONNECT
C
NSS
BOND NEDTRu 70 caouND
ROUTE TO PRINCIPLE GROUND PONT V
(PA�NELBOARD _ _ _ _ _ _ �1
I 2" 4BOV 3 PHASE RUS I
(?10A (�70A (�30A (�15A (eat
LFER TO PANELBOARD SCHEDULE MDP'
SEE PANEL SCHEDULER L ( 150A J GEN CKT BREAKER
25 KVA
240020
,PHASE
( REFER TO PANELBUARD SCHEDULE T
IOU 24W i PHARE BUS (125A L J
('- (G20A (p2M ( Y20A ('t- ( BOA (OMA
L —1 — i — 1— — I I GENERATOR
— — 19DMW STANDBY
SEE PANEL SCHEDULES 4W2T7V
REFER TO PANELSOARD SCHEDULE 9— —I
(
100A 240V 1 PHRASE BUS SEA
( 40A ( 20A ( 20A ( 20A ( DIA
SEE PANEL SCHEDULES
WEATHERPROOF
SWITCH FOR YARD
LIGHT
WEATHERPROOF
N
PUMP1 PANEL
PUMP
EREL
E
PANEL
POWER
AUTOMATIC TRANSFER SWATCH
ANTX DIALOG ELITE
12 SP
ALARM DI LER
25 HP
2514P
NFAM 4X
ALARM
20 SP
3P 4W
DIALER
EP OED
AUDIBLE ALARM
CO SE ATS
WWEDIATH OF
DUPLEX RECEPTACLE
MLO
SOFT
SOFT
LOCKI4G 2091
COVER 4P
4W
PUMP 1 PUMP2
START
STMT
25 HP 25 HP
CONTROL POWEa
TVSS
STARTER STARTER
WITH WITH
LE LOCKABLE
XFMRI
2f12 W/112GR
DISCONNECT DISCONNECT
15 KVA
4170 Wfe GR
LIMIT DISTANCE TO 10 FEET
14 COPPER GROUNDING
N 7 CONDUIT
ELECTRODE CONDUCTOR
344 WMB OR
BONDED TO DRIVEN ROD 6 COLD
IN W CONOUR
WATER PIPE
NORMAL
POWER
STAN
PANEL
PANEL
4SDV
POWER
XFMR125KVA
1
v
240/120
125P
12 $P
RETERANOCTS
3 44W
ATS
1�
1251
BOA
BYUTIIIYCD
CS BE
480V
3P AW
PANEL
DIESEL
MCB
MCO
RATED
p0A
CB BE RATED
IADP
GENERATOR
PAD MOUNTED
O
LOCKING
4P4W
LOCKING
OSP
2-N WN$OR
XFMR
COVER
COVER
200A MLO
100 KW ®.B PF
N 1-tM' CDNQUR
SECONDARY
4802774 WIRE
4$0277 WYE
WITH 150A LOAD
N COPPER GROLRDNG
CIRCUIT BREAKER
ELECTRODE CONOLK70R
—
BONDED TO METALUC PIPING
4a NR DIESEL FUEL
TO FENCE
TAN(
a1w WAM GR
?• GENERATDIR
N 2- CONOl11T
CONTROL CONDUIr
PROTECT GROUNDING
CONDUCTOR PER NEC
2 -NB WAYIOGR
REQUIREMENTS
4n0 WNN OR N 7
N 1• CONDUIT
CONDUIT
ELECTRICAL RISER DIAGRAM
NOT TO SCALE
DAM I RW A NOTED
Drrvm BY NMT Date owlim17
Ch -BY M la " oZlw—w 111I CARY
DESTIN
CHATHAM COUNTY NORTH CAROLINA
NEW PAD MOUNT TRANSFORMER 4891277 Y. V. 4W
BY DUKE PROGRESS
NEW METER i
BY DUKE PROGRESS
M
NMA 480V
FUSED SAFETY SWITCH
SERVICE I ( 1584 I N ` ( ( 150A ISERVK
DISCONNECT L J J DISCONNECT
C
NSS
BOND NEDTRu 70 caouND
ROUTE TO PRINCIPLE GROUND PONT V
(PA�NELBOARD _ _ _ _ _ _ �1
I 2" 4BOV 3 PHASE RUS I
(?10A (�70A (�30A (�15A (eat
LFER TO PANELBOARD SCHEDULE MDP'
SEE PANEL SCHEDULER L ( 150A J GEN CKT BREAKER
25 KVA
240020
,PHASE
( REFER TO PANELBUARD SCHEDULE T
IOU 24W i PHARE BUS (125A L J
('- (G20A (p2M ( Y20A ('t- ( BOA (OMA
L —1 — i — 1— — I I GENERATOR
— — 19DMW STANDBY
SEE PANEL SCHEDULES 4W2T7V
REFER TO PANELSOARD SCHEDULE 9— —I
(
100A 240V 1 PHRASE BUS SEA
( 40A ( 20A ( 20A ( 20A ( DIA
SEE PANEL SCHEDULES
WEATHERPROOF
SWITCH FOR YARD
LIGHT
WEATHERPROOF
N
SNITCH FOR WORK LIGHT
(d
EREL
E
PANEL
POWER
AUTOMATIC TRANSFER SWATCH
ANTX DIALOG ELITE
12 SP
ALARM DI LER
MCB
I50A
NFAM 4X
ALARM
20 SP
3P 4W
DIALER
EP OED
AUDIBLE ALARM
CO SE ATS
WWEDIATH OF
DUPLEX RECEPTACLE
MLO
TO
GRINDER
MANHOLE
ALARM LIGHT
1801PH
2401120 1PH
TO
WET WELL
CONTROL PANEL LAYOUT
NOT TO SCALE
SEWAGE PUMP STATION ELECTRICAL DETAILS
TO
GENERATOR
SYMBOL SCHEDULE
FLUORESCENT LIGHrNG
LRHONA DMV 3 32(12OV)
OR APPROVED EQUAL
N
LOAD BREAK SWITCH
(d
STANDBY
THE DELAY FUSE
POWER
AUTOMATIC TRANSFER SWATCH
PANEL
AKIN
MDP
I50A
PMP
20 SP
3P 4W
CONTROL
200A
CO SE ATS
PANEL
MLO
RATED 480V
LOCKI4G 2091
COVER 4P
4W
PUMP 1 PUMP2
25 HP 25 HP
SOFT SOFT
STARTER STARTER
WITH WITH
LE LOCKABLE
XFMRI
DISCONNECT DISCONNECT
15 KVA
1801PH
2401120 1PH
TO
WET WELL
CONTROL PANEL LAYOUT
NOT TO SCALE
SEWAGE PUMP STATION ELECTRICAL DETAILS
TO
GENERATOR
SYMBOL SCHEDULE
TRANSFORMER
N
LOAD BREAK SWITCH
(d
ML OCASE BREAKER- TRIP SETTING
M
THE DELAY FUSE
N It] {
Lu
AUTOMATIC TRANSFER SWATCH
L M>—o
�/�
UTILITY METER
GROUNDING PONT
—/—I�GFCI
GFCI PROTECT-
H.J� Ate/
GENERATOR
N5S
NORMAL
POWER
480V
ISOA
3P 4W
Ce SE
RATED
LOCKING
COVER
1-1
lJ
BASE
CONDUIT
ABOVE GRAD: PVC COATED
GALVANIZED STEEL
BELOW GRADE: PVC
TO
TRANSFORMER PRELIMINA
NOT APPROVED FOR CONSTR
KNOW WHATS BELOW.
CALL BEFORE YOU DIG.
TOWN OF CARY PROJECT NO. 17 -DP -0726
1OWithersRavenet
Engineers I Planners I Surveyors PS -05
115 MxN.emM IC—NC 2751111-413—t Twee h. C-0 1www.wtnenrainrxNvn III

NOTES:
I. CONTRACTOR TO COORDINATE GENERATOR PAD SIZE AND
ANCHOR DETAILS WITH GENERATOR MANUFACTURER.
2 CONCRETE TO HAVE A MIN 29 DAY COMPRESSNE STRENGTH
OF 3,ODD PSI.
3. THE GENERATOR SHALL INCLUDE A SOUND ATTENUATING
ENCLOSURE AND HOSPITAL GRADE SILENCER THE
GENERATOR SMALL HAVE A SOUND RATING OF LESS THAN 71
DBA FOR GENERATORS RATED BELOW 150(W AND LESS THAN
73 DBA FOR GENERATORS RATED BETWEEN 15OKW AND
25", AT A DISTANCE OF 7 METERS FROM THE OPERATING
EOIPWNT.
GENSET
TYP ALL
SIDES
7 CUR
S, Q�
FtMAMFER
OC EW �- FINISHED GRADE
T
t7 3
M�6.
TrP OC EW
B'STONE BASE
NOT TO SCALE
1.741' STAINLESS STEEL UNISTRUT
PANEL SUPPORTS
CROSS SUPPORTS BE TWE EN
GALVANIZED SUPPORTS.
SEAL OFF PITTING
NEMA 3R JUNCTION BOX — (ORAIR GAP SEE SPECIFICATIONS)
WITH LABELED TERMINAL
STRIPS
PVC COATED
GALVANIZEDSTEEL
CONDUIT ABOVE GRADE 1 I `FJ N I S•
TO PULP u I
STRAIN
CONTROL PANEL
RELIEF
PVC CONDUIT
BELOW GRADE
- FLEXIBLE CORD
MOUNTING OF FIXTURE TO POLE.
FORPUMPPOWER
C 304 S.
AND CONTROL
PIPE SLEEVE (TYP)
SUITABLE SQUARE STRAIGHT HINGED
TOEWPAENT
STRUCTURE WALL
STEEL UTILITY POLE THAT PIVOTS FOR
WITH A MINIMUM 600 WATT CARAOTY)
NOTE:
SULS MAINTENANCE FROM GROUND
GOND 1 ENTRY AND HANGER SHALL BE EWPPED WITH
JUNCTION BOX
APPROPRIATELY SIZED NYLON OR PVC CABLE GRIP STRAW
STANDARDS, IS REQUIRED
RELIEF.
NOT TO SCALE
3DOO PSI CAST-IN-0LACE
CONCRETE
4 EACH 04 REINFORCING BARS
INSTALLED VERTICALLY
L ..I
AREA LIGHT
NOT TO SCALE
W COPPER GROUNDING
ELECTRODE CONDUCTOR
�- 1' PVC CONDUIT INSTALLED
A MINIMUM OF 24' BELOW GRADE
2412 WAV 12 GROUND THW/N
COPPER CONDUCTORS
TYPICAL 44 REINFORCING BARS
INSTALLED HORIZONTALLY
�- 8 GALVANIZED STEEL
GROUND ROD
MOUNTING
HOLE (2X)
rL TOWN OF CARY
i
NDESTIN PUMP STATION'
1B. ADDRESS
I -EMERGENCY CONTACT
1S7S'
NOTES
1. SIGN SHALL BE 16' X 16' NOWREFLECTNE 16 GAUGE STEEL.
2. TEXT SHALL BE CENTERED ON SIGN.
3 LETTERING SHALL BE BLACK BLOCK LETTERS ON WHITE BACKGROUND.
4. PROVE HOLES IN SIGN FOR MOUNTING TO FENCE GATE USING SS HARDWARE.
5. VERIFY INFORMATION WITH PUMP STATION OWNER BEFORE ORDERING.
SEWAGE PUMP STATION SIGN
NOT TO SCALE
0.625'
0.25'
,A �CARp4 °F
DocuSigned by: PRE
ED� f°
Q hC,rvGaE � STR`�
,.A� Q
5/25/2017 MCC1,�"a"��� KNOW 1%144 i', 131 LCHN.
3D0771882C9A405_. 'mAmmat. I, CALL BEFORE YOU DIG.
TOWN OF CARY PROJECT NO. 17 -DP -0726
N0. ReVI 4 D I uale Iv XaN , ,yOUD
DESTINSEWAGE PUMP STATION CONSTRUCTION DETAILS WithersRavenel
,/ Engineers I Planners I Surveyors PS -06
�"ae'� AtcwMO onco1/5.00 CARY CHATHAM COUNTY NORTH CAROLINA III135Matl(wnprvalCry.NC ^_JSS1It:919.46933allwnv RGOe3tl'G+MtlsrvaenNcam
FURNISH WITH ALL ACCESSORY
MOUNTING HARDWARE TO ALLOW
MOUNTING OF FIXTURE TO POLE.
THE LIGHT SHALL BE MOUNTED ON A
AN LED LIGHT (EQUIVALENT TO A HIGH7
SUITABLE SQUARE STRAIGHT HINGED
PRESSURE SODIUM VAPOR LIGHT
STEEL UTILITY POLE THAT PIVOTS FOR
WITH A MINIMUM 600 WATT CARAOTY)
SULS MAINTENANCE FROM GROUND
IN COMPLIANCE WITH TOWN OF CARY
LEVEL. THE LIGHT SHALL BE ATA
STANDARDS, IS REQUIRED
HEIGHT OF 30 FEET AND SHALL BE
CONTROLLED BY AN OWOFF SWITCH
ALL AREA LIGHTING SHALL BE
MOUNTED ON THE POLE
PROVIDED IN A DOWNWARD
PROJECTING FIXTURE, SUCH AS SHOE
BOX TYPE LIGHT OR APPROVED
EQUAL. OPEN GLOBE LIGHTING SHALL
HINGE PIN
BE PROHIBITED ON ALL PUMP
STATION SITES.
SHROUD STIFFENER
(ROTATED FOR CLARITY)
POLE MOUNTED DISCONNECT SWITCH
HAND CRANKED WINCH
TO FIXTURE
HANDHOIE
GRWNONGLUG
GROUT BETWEEN POLE SASE
AND TOP OF CONCRETE FOUNDATION
4 EACH I'X3B' LONG
GALVANIZED STEEL ANCHOR
ANCHOR BOLTS SET IN
BOTS WITH 4' HOOK
ACCORDANCE WITH THE SOLT
PATTERN OF THE NEW FIXTURE.
O.g.
UNDISTURBED EARTH
GROUNDING CLAMP SUITABLE
FOR DIRECT BURIAL
3DOO PSI CAST-IN-0LACE
CONCRETE
4 EACH 04 REINFORCING BARS
INSTALLED VERTICALLY
L ..I
AREA LIGHT
NOT TO SCALE
W COPPER GROUNDING
ELECTRODE CONDUCTOR
�- 1' PVC CONDUIT INSTALLED
A MINIMUM OF 24' BELOW GRADE
2412 WAV 12 GROUND THW/N
COPPER CONDUCTORS
TYPICAL 44 REINFORCING BARS
INSTALLED HORIZONTALLY
�- 8 GALVANIZED STEEL
GROUND ROD
MOUNTING
HOLE (2X)
rL TOWN OF CARY
i
NDESTIN PUMP STATION'
1B. ADDRESS
I -EMERGENCY CONTACT
1S7S'
NOTES
1. SIGN SHALL BE 16' X 16' NOWREFLECTNE 16 GAUGE STEEL.
2. TEXT SHALL BE CENTERED ON SIGN.
3 LETTERING SHALL BE BLACK BLOCK LETTERS ON WHITE BACKGROUND.
4. PROVE HOLES IN SIGN FOR MOUNTING TO FENCE GATE USING SS HARDWARE.
5. VERIFY INFORMATION WITH PUMP STATION OWNER BEFORE ORDERING.
SEWAGE PUMP STATION SIGN
NOT TO SCALE
0.625'
0.25'
,A �CARp4 °F
DocuSigned by: PRE
ED� f°
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5/25/2017 MCC1,�"a"��� KNOW 1%144 i', 131 LCHN.
3D0771882C9A405_. 'mAmmat. I, CALL BEFORE YOU DIG.
TOWN OF CARY PROJECT NO. 17 -DP -0726
N0. ReVI 4 D I uale Iv XaN , ,yOUD
DESTINSEWAGE PUMP STATION CONSTRUCTION DETAILS WithersRavenel
,/ Engineers I Planners I Surveyors PS -06
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