20180282 Ver 1_401 Application_20180218

20180282
CAROLINA
3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTEMS, INCA
P:919-359-1102 — F:919-585-5570
RECORD of DELIVERY
Items Delivered:
Cawford Townes Subdivision Buffer Authorization Request
Delivery Location: 401 & Buffer Permitting Branch
Date Delivered: _February 23, 2108
Intended Recipient: _Ms. Karen Higgins
Delivered to:
Signature
gLguv
r n -'i *4 3 2018

CAROLINA
mCOSYST'EMS9 INC.
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
February 23, 2018
Ms. Karen Higgins, Supervisor
401 & Buffer Permitting Branch
512 N. Salisbury Street
Archdale Building, 91h floor
Raleigh, NC 27604
RE: Pre -Construction Notification: Riparian Buffer Authorization
Crawford Townes Subdivision
Franklin County, North Carolina
Dear Ms. Higgins;
Carolina Ecosystems, Inc., on behalf of the Crosswind Development and FLM Engineering, has
prepared the attached Pre -Construction Notification (PCN) for the above referenced project for a
Riparian Buffer Authorization. The site is located along Green Street in eastern Franklinton. The
project would help to meet housing demands for residences in the Franklinton area of North
Carolina.
The attached PCN form provides information for your use in review of unavoidable impacts to
riparian buffers. Two unnamed tributaries of Cedar Creek in the Tar River Basin occur on the
property. A visit was conducted with the USACE on September 1, 2017, and their Preliminary
Jurisdictional Determination (SAW -2017-01946) is attached. Both streams are depicted on
Franklin County Soil Survey mapping, and flow across the property; neither are being contested.
Avoidance and Minimization
A total of four buffer impacts are associated with this property. Each impact area is identified on
Figure 4. The first impact would be 2,156 square feet (.05 ac) for grading a vegetated swale in
Zone two of Stream SB's buffer. The swale would direct stormwater into the stormwater BMP,
most of which is located entirely outside of buffer areas. The second impact would be grading
for the berm of the stormwater BMP and require 4,870 square feet (0.11 ac) of temporary impact
to construct in Zone II, 1,672 (0.04) square feet of which would be permanently maintained
herbaceous vegetation. The BMP Spillway would be lined with pervious, straw and coconut fiber
reinforcement mat to promptly stabilize and preclude future erosion. The location of the BMP is
fixed because it would receive stormwater from both valleys.
The third impact would be for sanitary sewer connection to an existing manhole on the south side
of Stream SA. The construction easement would be 35 -feet wide, and temporarily impact 3,296
square feet (0.08 ac) of Zone I and 1,396 (0.03 ac) square feet of Zone II. The permanent
maintenance corridor, 20 -feet wide, would occupy 1,885 square feet (0.04 ac) in Zone I and 513
square feet (0.01 ac) in Zone II. The 20 -foot allowable width maintenance impact is requested
for safety of maintenance crews. Both streams are about four feet wide, and incised eight feet.

Crawford Townes Page 2 of 2
February 23, 2018
Two 24 square foot concrete piers, one on either side of the stream, would require temporary
impacts in Zones I and II. The fourth impact would be for grading impacts in Zone II. This area
would remain vegetated, but would require conversion of 1,114 (0.02 ac) square feet to
herbaceous vegetation.
Sediment and erosion control measures would be implemented according to NC requirements,
and approved by NCDEQ prior to implementation. Jurisdictional areas adjacent to construction
areas would be clearly marked with protection fencing or other similar method to avoid
inadvertent encroachment. Copies of permits and impact areas would be provided to the prime
contractor and all subcontractors working in or near jurisdictional areas. Land clearing would
take place along with installation of erosion control devices. Construction would be
accomplished using typical equipment including excavators, backhoes, and dump trucks.
Additional equipment may be used as required.
No future phases are planned. 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.
If you have any questions or need additional information, please contact me at your earliest
convenience at [phone] or [e-mail].
Sincerely,
Carolina Ecosystems, Inc.
Chris Hopper
Senior Environmental Scientist
cc: Mr. Andrew Williams, USACE, Raleigh Regulatory Field Office
Attachments:
- Pre -Construction Notification Form
- Agent Authorization Form
- USACE PJD (SAW -2017-01946)
- NC Natural Heritage Program Search Report NCNHDE-5179
- Figures
o Project Vicinity
o USGS Map
o Features Map
o Buffer Impact Map
- Crawford Townes Construction Plans (FLM Engineering)

O�Q� W A TER�G
O <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 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):
❑ 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:
❑X Yes ❑ No
For the record only for Corps Permit:
❑X Yes ❑ 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 ❑X No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Crawford Townes
2b. County:
Franklin
2c. Nearest municipality / town:
Franklinton
2d. Subdivision name:
Crawford Townes
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
John William Pope Foundation
3b. Deed Book and Page No.
2016/396
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
4801 Six Forks Road, Ste 300
3e. City, state, zip:
Raleigh, NC 27609
3f. Telephone no.:
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: Owner
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h. Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Chris Hopper
5b.
Business name
(if applicable):
Carolina Ecosystems
5c.
Street address:
3040 NC Highway 42 West
5d. City, state, zip:
Clayton, NC
5e.
Telephone no.:
919-274-5979
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):
1865-66-0607
1 b.
Site coordinates (in decimal degrees):
ILatitude: 36.1023 Longitude: -78.438
1 c.
Property size:
6.9 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Franklinton Branch
2b.
Water Quality Classification of nearest receiving water:
C;NSW
2c.
River basin:
Tar -Pamlico
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:
Primarily residential with forested spaces interspersed.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 755
3d. Explain the purpose of the proposed project:
To meet the growing population demands of Franklinton, NC
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?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑X Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Chris Hopper
Agency/Consultant Company: Carolina Ecosystems
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE PJD 'SAW -2017-01946' is attached.
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):
❑ Wetlands ❑ Streams — tributaries ❑ 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
T
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:
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 T
Aerial Crossing
SA
PER
DWQ
4
0
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
0
3i. Comments:
No impact to the stream will occur. The aerial crossing will be rested on concrete piers and clear span Stream SA.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
—Temporary
O1
Choose one
Choose
O2
Choose one
Choose
03 -
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d. 5e.
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 vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑X Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number–
Permanent (P) or
T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
—Temporary
B1 P
Vegetated swale
SB
No
2,156
B2 T
BMP Berm Impact
Confluence: Both SA and SB
No
4870
B3 P
BMP Berm Impact
Confluence: Both SA and SB
No
1672
B4 T
Sewerline Construction
SA
No
3296
1396
B5 P
Sewerline Corridor
SA
No
1885
513
B6 P
Grading
SA
No
1114
6h. Total Buffer Impacts:
1885
5,455
6i. Comments: Temporary impacts listed include permanent areas within them. Only permanent conversion impacts included in Total.
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.
Location was selected to minimize the number of impacts that cross into the buffers. Final plans were designed after aquatic resources were identified
with avoidance and minimization in mind. The stormwater BMP would remove 40 percent nitrogen and 35 percent phosphorus.
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 aquatic resource areas. All temporary impacts during construction will be returned to their original
configuration 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?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
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:
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
buffer mitigation?
❑ Yes ❑X No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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
1a. Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
The proposed BMP is a storm water wetland, which removes 40% Nitrogen and 35% Phosphorous
❑ Yes Q No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
24.5%
2b. Does this project require a Stormwater Management Plan?
❑x 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:
NCDEQ will review the storm water plan.
2e. Who will be responsible for the review of the Stormwater Management Plan?
NCDEQ
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Town of Franklinton
❑ 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
E]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
❑X No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
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?
El 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 proposedproject, or available capacity of the subject facility.
A sanitary sewer will le constructed on site to tie to an existing manhole.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ❑X No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
Yes ❑ No
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 https:/twww.fws.gov/raleigh/species/cntylist/franklin.htmi. NC Natural Heritage Program GIS data updated October 2017.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http:/hvww.habitat.noaa/gov/protection/efh/habitatmapper.htmi
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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑X No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
HPOWEB Map Service http://gis.nedcr.gov/hpoweb/. National Register of Historic Places http://www.nps.gov/nr/research/.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ YesX❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Franklin County GIS floodplain mapping, North Carolina Floodplain Mapping Program http:/twww.ncfloodmaps.com
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

t ;AROUNA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTEFMS, INC. P:919-359-1102 - F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description,
Parcel Identification
Number(s) (PIN)
City: Franklinton
NC Hwy 56 (E Green St), east of Franklinton
1865-66-0607
State: NC
Property Owner Information
County: Franklin
Owner: ® Authorized Agent*: ❑
Name: Crosswind Development, Inc.
Title: Bill Wynn, President
Street Address: 7201 Creedmoor Road, Suite 147
City: Raleigh State:NC
*Written proof of authorization from owner required.
Authorization
Property Size (Acres): 6.89
Zip Code: 27613
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) - Date ,! f /

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2017-01946 County: Franklin County U.S.G.S. Quad: Franklinton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant:
Address:
Telephone Number:
Chris Hopper
Carolina Ecosystems, Inc.
3040 NC Hwy 42 West
Clayton, North Carolina 27520
919-359-1102
Size (acres) 6.9 (approximately)
Nearest Waterway Billys Creek
USGS HUC 03020101
Nearest Town Franklinton
River Basin Pamlico
Coordinates Latitude: 36.102436
Longitude: -78.437966
Location description: The site is located at 1208 E. Green Street, Franklinton, in Franklin County North Carolina.
It is approximately 600 feet southwest of the East Green Street, Oak Ridge Road intersection.
Indicate Which of the Following Apply:
A. Preliminary Determination
X There are waters on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters have been
delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. Therefore this
preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected
in anyway by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district
for further instruction.
_ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
_ There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements
of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
Page 1 of 2

SAW -2017-01946
_ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
_ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act (33 USC § 13 l 1). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact Andrew Williams at
[phone] or Andrew.E.Williams2r&usace.army.mil.
C. Basis For Determination: See the attached Preliminary Jurisdictional Determination Form
D. Remarks: None
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1 OM 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by Not Applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.

SAW -2017-01946
Corps Regulatory Official:
Date: January 22, 2018
Digitally signed by
WILLIAMSANDREW.F.1 244S61655
oL,USA, o=WIL Government, ou=1244 ou=PKI,
du -USA, cn.=WILLIAMS.ANDREW.E.1244561655
Date: 2018.01.22 14:47:24 -05'00'
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.armv.mil/cm apex/t?p=136:4:0.
Copy Furnished:
Bill Wynn, President
Crosswind Development, Inc.
7201 Creedmoor Road, Suite 147
Raleigh, North Carolina 27613
Stephanie Z. Goss
Environmental Senior Specialist
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609

I V1 _1111 --111 old,
NOTIFICATION OF ADMINISTRATIVE APPEAL 011,�
-I'
IZFQLJE 0;R � A
Applicant: Carolina Ecosystems File Number: SAW -2017-01946 Date: January 22, 2018
Chris Hopper
Attached is: See Section
below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)A
PROFFERED PERMIT Standard Permit or Letter ofpermission)B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRF.,L,INIINARY JURISDICTIONAL, DF,TF,RMINATTON F.,
SI=C PION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional infiormation may be found at llttp:/!tiVWv,y7.u5ace.armv.miff,iiietlfunetions�ewlcecwo/red or
Corps regulations at 33 CFIR Part 331
A: INITIAL PROFI'ERI;D PI�RMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section I1 of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

CAW 1mv_moAA
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - RE UEST FORAPPEAL or OBJECTIONS T(? AN INITIAL PROFFERED PERMIT
REASONS FOIZ APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS_OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Andrew Williams
CESAD-PDO
3331 Heritiage Trade Drive, Suite 105
U.S. Army Corps of Engineers, South Atlantic Division
Wake Forest, North Carolina 27587
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortuni to participate in all site investiations.
Date:
Telephone number:
Signature of appellant oragent.
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form: to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

L�'� e► 51'� o
Y�:A1M4�•
North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper
January 26, 2018
Christopher Hopper
Carolina Ecosystems Inc
3040 NC Hwy 42 W.
Clayton, NC 27520
RE: Crawford Townes
Dear Christopher Hopper:
Secretary Susi H. Hamilton
NCNHDE-5179
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.aov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCATION:
1651 Mad Service Center www.ncnhp.org 121 West Jones Street
Raleigh, NC 27699-1651 Raleigh, NC 27603

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Crawford Townes
January 26, 2018
NCNHDE-5179
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID Scientific Name Common Name
Last
Element
Group
Status
Observation
Occurrence
5 -Very ---
---
Date
Rank
Animal
32239 Waterbird Colony ---
2010-04-19
C
Assemblage
Significantly
G3G4
S2?
Dragonfly or
33749 Somatochlora georgiana Coppery Emerald
2004 -Pre
H?
Damselfly
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Accuracy Federal
State
Global
State
Status
Status
Rank
Rank
5 -Very ---
---
GNR
S3
Low
5 -Very ---
Significantly
G3G4
S2?
Low
Rare
Definitions and an explanation of status designations and codes can be found at https://nenhde.natureserve.org/content/helD. Data query generated on January 26, 2018; source: NCNHP, Q4 October 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-5179: Crawford Townes
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Page 3 of 3
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NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
01017 THIS OMWING SW NOT- REPROWCEDIN WHOLE OP
PART WNHWT WRRTEN PERMISSION a FLM ENGINEERING, INC
CO N S T R U C T I N ENGINEERING
O PLANS POST OFFICE BOX 81727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
OR
FIRM NC LICENSE NUMBER C-0222
po- *v, "
CRAWFORD TOWNES REVISION HISTORY
REV DESCRIPTION DATE
It
1 ADDRESS NCDEQ
COMMENTS 1/17/2018
2 ADDRESS NCDEQ 1/23/2018
COMMENTS
3 ADDRESS FCPU y12/2018
COMMENTS
NC H WY 56
FRANKLINTON, NORTH CAROLINA
PIN- 1865-66-0607
SHEET TITLE ORIGINAL PLAN SIZE: 24" X 36"
C-1 COVER
C-2 EXISTING CONDITIONS & DEMOLITION PLAN
C-3 CALCULATIONS
C-4 SITE PLAN
C-5 UTILITY PLAN
C-6 GRADING AND DRAINAGE PLAN ISSUED FOR
C-7 EROSION & SEDIMENT CONTROL - PHASE 1
C-8 EROSION & SED IMENTCONTROL - PHASE 2 PERMITTING
C-9 STORMWATER MANAGEMENT DETAILS DO NOT USE FOR CONSTRUCTION
C-10 ROADWAY PLAN & PROFILE
C-11 81 C-12 ROAD WIDENING PLAN
C-13 - C-17 DETAILS
DEVELOPER:
CROSSWIND DEVELOPMENT, INC
CONTACT: BILL WYNN
7201 CREEDMOOR ROAD, SUITE 147
RALEIGH, NC 27613
919-528-1347
[e-mail]
ENGINEER OF RECORD:
FLM ENGINEERING, INC
CONTACT: T. CHASE MASSEY, PE
PO BOX 91727
RALEIGH, NC 27675
919.423.8975
[e-mail]
ALL CONSTRUCTION SHALL BE DONE IN
ACCORDANCE WITH ALL TOWN OF
FRANKLINTON, FRANKLIN COUNTY, NCDEQ AND
NCDOT STANDARDS AND SPFnFl Tan
SCALE ADJUSTMENT
-SW 151 INCH IN LENGTH
ON ORIGINAL DRAWING
D t•
1 I
IF IT M NOT 1 MCH ON THIS
SHEET. -I TY )RSCALE
GCORMNGLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
COVER
C-1
Crosswind
%6
Development
DATE:
12-07-2017
SCALE:
ASSHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
17022
COVER
C-1

LEGEND
NOTES
1. BOUNDARY AND TOPOGRAPHIC DATA PROVIDED BY CAWIHORNE,
MOSS 8 PANCIERA, P.C. ON APRIL 07, 2017.
2. NO PORTION OF THIS PROPERTY LIES WITHIN A FEMA DESIGNATED
100 -YEAR FLOOD HAZARD AREA PER FEMA PANEL 3720186400K DATED
APRIL 16, 2013
3. SURFACE WATERS ARE PRESENT WITHIN THE PROJECT AREA.
STREAM AND WETLAND DELINEATION PERFORMED BY CAROLINA
ECOSYSTEMS, INC. AND LOCATED BY CAWRIORNE, MOSS 8 PANCIERA,
P.C.
4, THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.
UNDERGROUND UTILITY LOCATIONS, IF SHOWN ON THE PLANS, ARE
BASED UPON THE BEST AVAILABLE INFORMATION AND SHOULD BE
CONSIDERED ONLY AS APPROXIMATE. WHERE CONFLICTS OCCUR,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BEGINNING
CONSTRUCTION.
5. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CAUL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
6. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL
UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHEN
OPERATING AROUND EX UTILITIES.
7, THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EX. UTILITIES DAMAGED DURING CONSTRUCTION.
8. THIS PLAN IS NOT INTENDED AS A SUBSTITUTE FOR THE PERSONAL
INVESTIGATION, INDEPENDENT INTERPRETATION, AND JUDGEMENT OF
THE CONTRACTOR.
9. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE COUNTY
A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE BEGINNING OF
CONSTRUCTION. CONNECTION TO THE EXISTING UTILITIES SHALL BE
PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE
COUNTY AND THE ENGINEER'S REPRESENTATIVE.
11. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE
TO THE PROGRESS OF THE CONSTRUCTION THE ENGINEER SHALL
OBSERVE CONSTRUCTION ACTIVITIES AS REQUIRED BY NORTH
CAROUNA GENERAL STATUTES 130A 317. FAILURE OF THE
CONTRACTOR TO KEEP THE ENGINEER INFORMED MAY REQUIRE
UNCOVERING OF WORK TO VERIFY COMPLIANCE WITH PLANS AND
SPECIFICATIONS. ANY OST ASSOCIATED WITH UNCOVERING WORK
AND/OR VERIFYING COMPLIANCE SHALL BE BORNE BY THE
CONTRACTOR.
12. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF IN A LAWFUL
MANNER.
SOIL TYPES
CeB2 - CECIL CLAY LOAM, 2 TO 6 PERCENT SLOPES, MODERATELY ERODED
HeB- HELENA SANDY LOAM, 2 TO 6 PERCENT SLOPES
WEC- WEDOWEE SANDY LOAM, 6 TO 10 PERCENT SLOPES
LINE TABLE
UNE LENGTH BEARING
L-1 11.34' SBS° 54' 46.. W
CURVETABLE
EX. PROPERTY LINE
- -
EX. RIGHT -OF -WAV
— — —
EX. ADJACENT OWNERS
-----------
EX. EASEMENT
—
EX. ROAD CENTERLINE
-325-
EX. MAJOR CONTOUR (5')
-324 -
- EX. MINOR CONTOUR IV)
— —
EX. CHANNEUSTREAM
—
EX. CHANNEUSTREAM BUFFER
"" .I... ......
EX. SOIL LINE
0
EX. CHAIN UNK FENCE
—OHW—OHW—
EX. OVERHEAD ELECTRIC LINE
— W — W
EX. WATER LINE
_SS — SS
EX. SANITARY SEWER
EX. TREE LINE
NOTES
1. BOUNDARY AND TOPOGRAPHIC DATA PROVIDED BY CAWIHORNE,
MOSS 8 PANCIERA, P.C. ON APRIL 07, 2017.
2. NO PORTION OF THIS PROPERTY LIES WITHIN A FEMA DESIGNATED
100 -YEAR FLOOD HAZARD AREA PER FEMA PANEL 3720186400K DATED
APRIL 16, 2013
3. SURFACE WATERS ARE PRESENT WITHIN THE PROJECT AREA.
STREAM AND WETLAND DELINEATION PERFORMED BY CAROLINA
ECOSYSTEMS, INC. AND LOCATED BY CAWRIORNE, MOSS 8 PANCIERA,
P.C.
4, THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.
UNDERGROUND UTILITY LOCATIONS, IF SHOWN ON THE PLANS, ARE
BASED UPON THE BEST AVAILABLE INFORMATION AND SHOULD BE
CONSIDERED ONLY AS APPROXIMATE. WHERE CONFLICTS OCCUR,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BEGINNING
CONSTRUCTION.
5. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CAUL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
6. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL
UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHEN
OPERATING AROUND EX UTILITIES.
7, THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE
REPAIR OF ANY EX. UTILITIES DAMAGED DURING CONSTRUCTION.
8. THIS PLAN IS NOT INTENDED AS A SUBSTITUTE FOR THE PERSONAL
INVESTIGATION, INDEPENDENT INTERPRETATION, AND JUDGEMENT OF
THE CONTRACTOR.
9. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE COUNTY
A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE BEGINNING OF
CONSTRUCTION. CONNECTION TO THE EXISTING UTILITIES SHALL BE
PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE
COUNTY AND THE ENGINEER'S REPRESENTATIVE.
11. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE
TO THE PROGRESS OF THE CONSTRUCTION THE ENGINEER SHALL
OBSERVE CONSTRUCTION ACTIVITIES AS REQUIRED BY NORTH
CAROUNA GENERAL STATUTES 130A 317. FAILURE OF THE
CONTRACTOR TO KEEP THE ENGINEER INFORMED MAY REQUIRE
UNCOVERING OF WORK TO VERIFY COMPLIANCE WITH PLANS AND
SPECIFICATIONS. ANY OST ASSOCIATED WITH UNCOVERING WORK
AND/OR VERIFYING COMPLIANCE SHALL BE BORNE BY THE
CONTRACTOR.
12. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF IN A LAWFUL
MANNER.
SOIL TYPES
CeB2 - CECIL CLAY LOAM, 2 TO 6 PERCENT SLOPES, MODERATELY ERODED
HeB- HELENA SANDY LOAM, 2 TO 6 PERCENT SLOPES
WEC- WEDOWEE SANDY LOAM, 6 TO 10 PERCENT SLOPES
LINE TABLE
UNE LENGTH BEARING
L-1 11.34' SBS° 54' 46.. W
CURVETABLE
CURVE
LENGTH
RADIU9
CHORD
BEARING
C-1
417.66'
2006.88'
418.90'
N 81' 22' 38" W
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
THIS DMWe1G SHALL NOT BE REE—UCEO IN —1-1
IITHOUT WRRTEN PERMIESgN - FLM ENGINEERING,
EX HYDRANT EX UTILITY POLE
(Typ) EX FIBER OPTIC MARKER
(TYP)
- _ � _ _ NC /y" 397!!' -_�-- - =\ _ =Q° pUeL/ H RO�N s n ON EX 16* LOCATION OF
01,
(DEPTH UNKNOWN)
3951 RRS w� � y� _
EX CURB 8 GUTTER
18`RCP
INV. IN = 38919' EX. CONCRETE 2222... .. Ofj _ *�00. (TYP)
ABANDONED EX SANITARY PAD
SEWER MANHOLE/ / 1 w\ `
TOWN OF FRANKLINTON 20' 1 1 / i i EX SANITARY SEWER MANHOLE \ :Y
SANITARY SEWER EASEMENT�1 / i 7 i TOP -397 12' ... _
INV =39115' C3 w��'CHW �... \�' \ W
/ J� EX OVERHEAD POWER UNE
'l i EX SANITARY SEWER MANHOLE (TO BE REMOVELYRELOATED) -
1 I TOP =396.07' w \
EX FENCE AND EX. INV = 39010' \� 152.22•
111 1/PARKING ENCROACHMENT 1 Ce82 401 2 pCP / NIP
W
i ✓ «Y
3 DI'I \ S64'53.36'E
TOWN OF FRANKLINTON O
/ 20' SANITARY SEWER / —_ - ��' 395'
EASEMENT u`
o
I I \ EX ASPHALT - 390' - 1n
I / (TO BE REMOVED)
EX TREEL/NE
(TP) /
I 1 TOWN OF FRANKLINTON /
I I 20' SAN/TARY SEWER - / / 385'
I EASEMENT WF l
�I JOHN WILLIAM POPE l
1 FOUNDATION /
JJJ D.B. 2016, PG, 398
P B. 7, PG. 57
8 �Y ED / j! 360' PINM 186566-3841 /
I 5
I / (TORFUO VED�NT /
PERKINSON WAYc FRANKLnOUNTYEX FENCE 2s /
40'PUBLIl I (TO BE REMOVED)
RIGHT-OF-WAY I l . 1198, PGEX 50 TAR/PAML/CO RIVER
P.B. 2010, PO. 172 . 217 CONCRETE BUFFER FROM TOP OF BANK
/p \ 3 175
�
� I / P/AM11B65-52-9270 36
5•PAD
I I 390
B / I
EX. SAN/TARY SEWER MANHOLE
I TOP = 37532' \
I INV. IN T366 6' \
I I
III INV OUT=363s1.15' / I
wecI
I
\ I
WF
JOHN WILLIAM POPE I Q
\ \ \ J ( FOUNDATION
\ V
\ \ \ 370' I EX BUFFER
ROM TOP
F VERBAN ` D.B. 1865 66-2 396 Y v
BUFFER FROM TOP OF BANK � � � o, `'' P/NM 186566.2587 O j
\ \ mCID
Q I
EX STREAM\
EX. SANITARY SEWER LINE (TYPJ 1 - / L _ J
(SIZE AND MATERIAL UNKNOWN) \ ... I \ NlP �-- — — — — I
-
� f
o 365' o_ \
f .EIP t I
WF I I
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
A,3 ez g'T1,
80HJIM
REVISION HISTORY
REV DESCRIPTION GATE BY
M
1 ADDRESS NCDEQ 1/12/2018 FLM
COMMENTS
2 ADDRESS NCDEO 1/23/2018 FLM
COMMENTS
3 ADDRESS FCPU y12/2018 FLM
ORIGINAL PLAN SIZE: 24" X 36'
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
40 20 0 40
SCALE. 1 INCH = 40 FEET
SCALE ADJUSTMENT
THIS BAR IB 1 INCH IN LENGTH
W ORKILUL DRAWING
1 11
IF IT M NOT 1 INCH ON THBB
SHEET,AACJUST Y W R BCALE
CCOR—GLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
\ \ n JO HN WILLIAM POPE I I
370' / I FOUNDATION
B. 2016, PG. 396
P B. 7, PG. 58-59
P/N# 1865-66-2472
\\ \
WBC \ ! \\ \ \\\� EX. CREEK I ' l I I %,00
Crosswind
evelopment
\\VL \ I
OF48393 - -
383, TQ7� 417� I -_ _/ T52• `\ \S \\
HeB l
EIP -- — — — I DATE: 12-07-2017
EX SANITARY SEWER \� �• �, // SCALE: ASSHOWN
MANHOLE \ ✓l DESIGNED BY: FLM
NV IN=362.83'
TOP = 370.83' \ �P
T \ APPROVED BY: FLM
VARIABLE WIDTH --/ INV OUT= 362.23' /\
GREENWAY/UTILITY _ \ ' _1 £ ' / I PROJECT NO.: 17022
EASEMENT \\ .\I.,. _� ___/ 5 / V
P.B. 2010. PG. 172 N� _ _ _ _ \\ \ �/7 ANDREW W 6
FRANKLIN COUNTY 1 \ - Sry. `5 I KA/TLYN A. TROTTER I EXISTING CONDITIONS &
DB. 1198, PG. 217 a23'E F; D.B. 1975, PG. 943 I DEMOLITION PLAN
6841. PB. 7. PG. 58-59 I
P.B. 2D10,PO.172 pp \`\`� P P/NM 186566-2297
PIN# 1865-52-9270 TOWN OF FRANKUNTON \ ll' \ � _ _ _ _ V I
20' SANITARY SEWER /� _ { _ /�
EASEMENT \\\\\\\ `\��/ :.'1 EIP I I \/�/__ 2
SHEET 2 OF17

SWALE
NUMBER
1A
1B
1 C
RUNOFF 10 -YEAR
COEFFICIENT INTENSITY
(iNhr)
0.85 727
0.85 727
0.65 7.27
0.65 1 7.27 1
DRAINAGE
AREA
(sf)
73505.00
5104.00
9292.00
674.00
DRAIN' -r
APl..
(acres)
0.31
0.12
0.21
0.02
lots)
1.47
0.55
1.01
0.07
( )`
1.47
2.02
3.03
3.10
CRAWFORD TOWNES-STORM DRAINAGE CALCULATIONS
LOWER
INVERT
391.00
382.50
374.25
374.00
LENGTH
IR)
239.00
74.00
101.00
13.00
CRAWFORD TOWNES- PERMANENT SWALE CALCULATIONS
CHANNEL BOTTOM FORE BACK CHANNEL CHANNEL
SECTION WIDTH SLOPE, SLOPE, DEPTH SLOPE
(R) Z:1 (ft) Z:1 (R) (R) (Mft)
TRAPEZOIDAL 1.00 2.50 2.50 1.00 0.039
TRAPEZOIDAL 1.00 2.50 2.50 1.00 0.081
TRAPEZOIDAL 1.00 2.50 2.50 1.00 0.085
TRAPEZOIDAL 1.00 2.50 2.50 1.00 0.013
NORMAL
DEPTH
(R)
041
0.31
0.38
0.51
FREEBOARD
(R)
0.59
0.89
0.82
0.49
SHEAR
gTRE33
((ytt2)
1.00
1.57
2.02
0.41
VELOCITY
(APs)
177
3.67
4.09
2.67
STRUCTURE NUMBER
Cc
I
A
A
Tc
O
O
386.00
379.50
374.50
373.50
373.00
371.00
389.00
125.00
119.00
54.00
98.00
18.00
108.00
30.00
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
1.00
1.00
1.00
1.00
1.00
1.00
1.00
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.096
0.055
0.093
0.010
0.028
0.019
0.067
0.18
0.32
0.40
047053
0.46
0.57
0.47
0.82
0.88
0.80
0,54
0.43
0.53
RUNOFF
10 -YEAR
DRAINAGE
DRAINAGE
TIME OF
AREA 325
TOTAL
OPoFlCE
RADIUS
OPoFlCE
LENGTH
CHANNEL
BOTTOM
IA C
Im
INTENSITY( )
COEFFICIENT
SFICFS
FROM TO
COEFFICIENT
INTENSITY
AREA
AREA
CONCENTRATION
FLOW
FLOW
SLOPE
Dtheo
SIZE
VNII
PIPE
UPPER
LOWER
HOOD
6,948
2
_
pNhr)
(at)
(ac)
(min)
lets)
(�)
Milt)
(in)
(in)
(R/sec)
LENGTH
INVERT
INVERT
ELEVATION
PIPE MATEPoAL
CB -1 CB -2
0.90
7.27
8813.00
0.20
5.0
Z:11R)
2.5
1.1
Z1
M)
Ifty
VALUE
EMPORARYLINER'
PERMANENTLINER'(tt)
CB -2 CB -0
0.90
7.27
12012.00
0.28
5.0
1.32
1.32
0.0221
7.1
12
7.3
68.00
391'00
389.50
394 60
CLASS III RCP
CB -3 C&4
0.90
7.27
1104600
025
5.0
1.80
3.13
0.0254
96
12
7.8
13800
386.50
383.00
393.17
CLASS III RCP
C84 CBE
0.90
7.27
10229.00
0.23
5.0
1.86
1.86
0.0294
7.4
72
84
68.00
385.00
383.00
388.47
CLASS III RCP
CB -5 CBE
0.90
7.27
10565.00
0.24
1.54
6.32
0.0424
71.3
15
17.7
178.00
383.00
378.00
387.04
CLASS III RCP
CBE CB -8
0.90
7.27
8761.00
0.20
5.0
1.59
1.59
0.0784
8.1
12
6.3
67.00
379.00
378.00
382.33
CLASS III RCP
FES -1 DI -7
0.35
727
2857500
068
5.0
1.32
9.23
0.0478
72.8
15
12.5
115.00
378.00
372.50
381.81
CLASS III RCP
0I-7 CB -8
0.90
7.27
1441.00
0.03
5.0
1.67
1.87
0.0185
8.0
12
6.7
27.00
374.00
373.50
CLASS III RCP
CB -8 CB -9
0.90
7.27
10493.00
0.24
5.0
0.22
1.89
0.0127
9.0
15
6.4
7900373.50
372.50
376.50"
CLASS III RCP
CB -9 FES -2
0.90
7.27
9278.00
0.21
5.0
1.58
12.89
0.0202
15.9
78
10.8
6200.
372.50
370.75
376.19
CLASS III RCP
5.0 1.39 14.08 0.0972
'LENGTHS ARE OF THE PIPE ONLY. DOES NOT INCLUDE FLARED END SECTIONS OR OTHER
13.1 18
20.7
1800 .
370.75
369.00
377.07
CLASS III RCP
"TOP OF GRATE ELEVATION
END TREATMENT.
LENGTHS ARE
CENTER OF STRUCTURE
TO
CENTER OF STRUCTURE.
SWALE
NUMBER
1A
1B
1 C
RUNOFF 10 -YEAR
COEFFICIENT INTENSITY
(iNhr)
0.85 727
0.85 727
0.65 7.27
0.65 1 7.27 1
DRAINAGE
AREA
(sf)
73505.00
5104.00
9292.00
674.00
DRAIN' -r
APl..
(acres)
0.31
0.12
0.21
0.02
lots)
1.47
0.55
1.01
0.07
( )`
1.47
2.02
3.03
3.10
-ILR
INVERT
397.00
391.00
382.50
374.25
LOWER
INVERT
391.00
382.50
374.25
374.00
LENGTH
IR)
239.00
74.00
101.00
13.00
CRAWFORD TOWNES- PERMANENT SWALE CALCULATIONS
CHANNEL BOTTOM FORE BACK CHANNEL CHANNEL
SECTION WIDTH SLOPE, SLOPE, DEPTH SLOPE
(R) Z:1 (ft) Z:1 (R) (R) (Mft)
TRAPEZOIDAL 1.00 2.50 2.50 1.00 0.039
TRAPEZOIDAL 1.00 2.50 2.50 1.00 0.081
TRAPEZOIDAL 1.00 2.50 2.50 1.00 0.085
TRAPEZOIDAL 1.00 2.50 2.50 1.00 0.013
NORMAL
DEPTH
(R)
041
0.31
0.38
0.51
FREEBOARD
(R)
0.59
0.89
0.82
0.49
SHEAR
gTRE33
((ytt2)
1.00
1.57
2.02
0.41
VELOCITY
(APs)
177
3.67
4.09
2.67
MANNING'S
n VALUE
0.065
0.040
0040
0.033
TEMPORARY LINER'
STRAW WITH NET
NAG SC250
NAG SC250
JUTE NET
PERMANENTLINER'
CLASS C
VEGETATION
NAG SC250
NAG SC250
CLASS C
VEGETATION
2A 0.65 7.27 7202.00
28 0.65 7.27 9168.00
2C 0.65 7.27 3365.00
2D 065 7.27 8032.00
2E 0.65 7.27 1271.00
0.85 7.27 8081.00
2G 0.65 7AS 2337.00
'APPROVED EQUALS ACCEPTED AS ALTERNATES
0.17
0.21
0.08
0.18
0.03
0.19
0.05
078
0.99
0.37
0.87
0.14
0.88
0.25
0.78
1.78
2.14
3.01
3.15
4.03
4.28
398.00
386.00
379.50
374.50
373.50
373.00
371.00
386.00
379.50
374.50
373.50
373.00
371.00
389.00
125.00
119.00
54.00
98.00
18.00
108.00
30.00
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
TRAPEZOIDAL
1.00
1.00
1.00
1.00
1.00
1.00
1.00
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.096
0.055
0.093
0.010
0.028
0.019
0.067
0.18
0.32
0.40
047053
0.46
0.57
0.47
0.82
0.88
0.80
0,54
0.43
0.53
1.08
1.09
2.31
0.30
0.80
0.86
1.98
2.99
3.09
3.89
2.94
3.19
2.92
4.19
0.040
0.040
0.040
0.022
0.033
0.033
0.030
NAG SC250
NAG SC250
NAG SC250
JUTE NET
STRAW WITH NET
STRAW WITH NET
NAG SC250
NAG SC250
G SC250
NAG SC250
CLASS
VEGETATION
CLASS C
VEGETATION
CLASS C
VEGETATION
NAG SC250
"DIMENSIONS ARE IRREGULAR AND THUS, NOT LISTED. VOLUME AND SURFACE AREA PER HYDROCAD MODEL
"'SKIMMER SIZED PER SIZING CALCULATOR AT VAWVFAIRCLOTHSKIMMER.COM AT A DRAWDOWN RATE OF 72 HOURS
CRAWFORD TOWNES -SEDIMENT BASIN SPILLWAY DESIGN
BASIN
NUMBER
Q
(cls)
CRAWFORD TOWNES -SKIMMER SEDIMENT BASIN DESIGN CALCULATIONS
LOWER
INVERT
LENGTH
IR)
CHANNEL SECTION
BOTTOM
WIDTH
IRI
LEFT SIDE
SLOPE,
2:118)
SKIMMER SEDIMENT BASIN DESIGN
CHANNEL
DEPTH
lR)
CHANNEL
SLOPE
(fVlt)
NORMAL
DEPTH
(fU
FREEBOARD
(ft)
SHEAR
STRESS
(16182)
VELOCITY
IfPsl
MANNING'S
n VALUE
SKIMMER SEDIMENT BASIN EFFICIENCY
SK -1
SKIMMER' -
467.00
4(18.00
BASIN
DRAINAGE
DRAINAGE
AREA
DISTURBED VOLUME
AREA DEPTH
VOLUME
WIDTH" LENGTH"
WEIGHTED
REQUIRED
SURFACE
AREA
0.22
0.78
0.53
NUMBER
lac)
law
lac) CIF (fq
(R) (ttl PROVIDED"
RAINFALL
RAINFALL FLOW Q
RUNOFF
AREA 325
PROVIDED
OPoFlCE
RADIUS
OPoFlCE
LENGTH
CHANNEL
BOTTOM
IA C
Im
INTENSITY( )
COEFFICIENT
SFICFS
Total Buoyancy =
(1n)
(in)
DIgMETER
Facror of Safety �
1 74
NUMB R
(in/hr)
lab
IsB
(acres)
(els)
INVERT
SK -1386
3.86
6,948
2
_
_
12,526
0.59
7.27
16.56
5,381
7,215
'DEPTH FROM BOTTOM OF
SKIMMER BASIN
TO SPILLWAY
FI FvbnnN
Z:11R)
2.5
1.1
Z1
"DIMENSIONS ARE IRREGULAR AND THUS, NOT LISTED. VOLUME AND SURFACE AREA PER HYDROCAD MODEL
"'SKIMMER SIZED PER SIZING CALCULATOR AT VAWVFAIRCLOTHSKIMMER.COM AT A DRAWDOWN RATE OF 72 HOURS
CRAWFORD TOWNES -SEDIMENT BASIN SPILLWAY DESIGN
BASIN
NUMBER
Q
(cls)
UPPER
INVERT
LOWER
INVERT
LENGTH
IR)
CHANNEL SECTION
BOTTOM
WIDTH
IRI
LEFT SIDE
SLOPE,
2:118)
PoGHT
SIDE
SLOPE,
Z:1 IRI
CHANNEL
DEPTH
lR)
CHANNEL
SLOPE
(fVlt)
NORMAL
DEPTH
(fU
FREEBOARD
(ft)
SHEAR
STRESS
(16182)
VELOCITY
IfPsl
MANNING'S
n VALUE
LINER
SK -1
16.58
467.00
4(18.00
26.00
TRAPEZOIDAL
30.00
2.00
2.00
1.00
0.038
0.22
0.78
0.53
2.47
0.040
COEFFlGENT
NAG SC250
D
Buoyancy Calculations
i ADDRESS NCDEO 1/12/2018 FLM
COMMENTS
Wetland 1
3 ADDRESS FCPU y12I2018 FLM
COMMENTS
Top of Outlet Structure = 366.00
R
CRAWFORD TOWNES - TEMPORARY DIVERSION CALCULATIONS
r Bottom = 362.50
R
Height of Riser = 3.50
ft
TEMPORARY
RUNOFF
10 -YEAR
DRAINAGE
DRAINAGE
Q
• Development
Vbase= 0'x 0'x 0'=
0.00
d
Wta 0 d x 15011Vd=
0.00
Ibs
V -P= 4'x 4'x 1'=
16.00
d
WaumP= 16 d 150 lb/d=
2400.00
Ibs
Wstruc = [(5 x 5 x 4H4 x 4 x 3)] x 1501b/d =
COEFFlGENT
INTENSRY'
AREA
AREA
TOTAL
UPPER
LOWER
LENGTH
CHANNEL
BOTTOM
FORE
BACK
CHANNEL
CHANNELp
Total Buoyancy =
5460.00
SHEAR
Facror of Safety �
1 74
NUMB R
Nhr
(i )
I+fl
(acres)
(els)
INVERT
INVERT
IRI
SECTION
WIDTH
SLOPE,
SLOPE,
DEPTH
SLOPEFREEBOARD
STRESSNUMBER
VEL�)'
Z:11R)
Z:1 (R)
IRI
(RM)
M)
((MRZ)
VALUE
EMPORARYLINER'
PERMANENTLINER'(tt)
1
0.35
7.27
82087.00
7.88
4.80
378.00
378.00
229.00
TRAPEZOIDAL
1.00
3.00
3.00
EQUALS ACCEPTED
AS ALTERNATES
1.00
0.009042
0.32
3.17
0.022
JUTE NET
CLASS C'APPROVED
„1---.-----
D
Buoyancy Calculations
i ADDRESS NCDEO 1/12/2018 FLM
COMMENTS
Wetland 1
3 ADDRESS FCPU y12I2018 FLM
COMMENTS
Top of Outlet Structure = 366.00
R
r Bottom = 362.50
R
Height of Riser = 3.50
ft
ORIGINAL PLAN SIZE: 24" X 36"
' Assume 6" Wall Thickness
' Weight Calculations
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
• Development
Vbase= 0'x 0'x 0'=
0.00
d
Wta 0 d x 15011Vd=
0.00
Ibs
V -P= 4'x 4'x 1'=
16.00
d
WaumP= 16 d 150 lb/d=
2400.00
Ibs
Wstruc = [(5 x 5 x 4H4 x 4 x 3)] x 1501b/d =
7125.00
Ibs
Total Weight=
9525.00
be
Buoyancy Calculations
Bbese= 0 d x 62AIbld=
0.00
lbs
Batruc = (5 x 5 x 4) x 62.4 INd
5460.00
be
Total Buoyancy =
5460.00
be
Facror of Safety �
1 74
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
RN DESCRIPTION DATE By
i ADDRESS NCDEO 1/12/2018 FLM
COMMENTS
2 ADDRESS NCDEO 1/23/2018 FLM
COMMENTS
3 ADDRESS FCPU y12I2018 FLM
COMMENTS
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS W IS 1 INCH IN L -1m
W ORIGINAL DRAWING
0
I
IF IT IS NOT i INCH -M
THIS
eNEET,MO YWRSCALE
ACCORDINGLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
• Development
DATE: 12-07-2017
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 17022
CALCULATIONS
C-3
SHEET 3 OF 17

DEVELOPMENT NAME: CRAWFORD TOWNES
STREET ADDRESS: NC HWY 56 (E GREEN ST)
PIN NUMBER(S): 1865-66-0607
TOTAL AREA: 7.15 AC
ZONING DISTRICT: MIXED USE DISTRICT (MUD)
SETBACKS
FRONT: 25'
SIDE: 50'
REAR: 50'
JURISDICTION: FRANKLINTON
PROPOSED USE: TOWNHOMES
PROPOSED BUILDING HEIGHT: LESS THAN 30'
MINIMUM HORIZONTAL BUILDING SEPARATION: 30
PROPOSED UNITS: 42
PROPOSED DENSITY: 6.1 UNITSIACRE
PARKING REQUIRED:2 SPACES FOR EACH DWELLING UNIT PLUS 1
VISITOR SPACE FOR EACH 4 DWELUNG UNITS = 2 X 42 - 4214 = 95
PARKING PROVIDED: 95 (11 VISITOR)
MAIL KIOSK PARKING: 2 (1 ADA VAN ACCESSIBLE)
WATER SUPPLY WATERSHED: NONE
DEVELOPER:
CROSSWIND DEVELOPMENT, INC.
7201 CREEDMOOR ROAD, SUITE 147
RALEIGH, NC 27613
FLM ENGINEERING, INC.
PO BOX 91727
RALEIGH, NC 27675
919.610.1051
LEGEND
NOTES
1. PROPOSED ADA STALLS AND AISLES SHALL HAVE SLOPES NO
STEEPER THAN 1'.48 (2%) IN ALL DIRECTIONS.
2. PROPOSED ACCESSIBLE ROUTES SHALL HAVE RUNNING SLOPES
NO STEEPER THAN 1:20 (5%) AND CROSS SLOPES NO STEEPER
THAN 1:48 (2%E
3. THE PRIVATE ROAD SHALL REQUIRE AN NCDOT DRIVEWAY PERMIT
AND SHALL BE 26 --WIDE, FACE OF CURB TO FACE OF CURB, W THIN
A VARIABLE W DTH ACCESS AND UTILITY EASEMENT.
4. ALL TOWNHOMES SHALL HAVE FRANKLIN COUNTY WATER AND
SEWER SERVICE. WATER SHALL BE ACCESSED TO THE NORTH
FROM NC HWY 58 (E GREEN ST) AND SEWER SHALL BE ACCESSED
TO THE SOUTH FROM THE EXISTING SANITARY SEWER EASEMENT.
THE PLANS SHALL BE APPROVED BY FRANKLIN COUNTY, THE MAIN
EXTENSIONS APPROVED BY NCDEQ, AND THE RIGHT -OF -WAV
ENCROACHMENT APPROVED BY NCDOT.
5. ALL DIMENSIONS ARE TO FACE OF CURB.
6. ALL RADII ARE F UNLESS OTHERW SE NOTED.
PROP. 5' SIDEWALK
FLUSH TOP OF
PROP. MAIL / \
KIOSK PAD
PER KIOSK/
INSTALLER
SIDEWALK SHALL BE
FLUSH AT TRANSITION TO
PAVEMENT WITH (1) ZX4'
TRUNCATED DOME PANEL
AT EACH TRANSITION,
\ IT
PROP. ADA SIGNAGE WITH
VAN ACCESSIBLE SIGN I
I II
I
INSET A
SCALE: 1" = 20'
SUMMARY
AREA (SQ. FT) W WW—V/—(1/
2,428
1,375 — /vc
1,375 — ---�-- — — \09, 60"ouRm
S
1.375 UBL/ GRE
,.375 �I_ — — — - ___.__---- ---- W' �� =` — ` FW�Qy APPROX. LOCATION ENGINEERING
2,831 I I R15' PROP. 10'X 70'SIGHT ` `� IX 16'WATER LINE
EX DRIVEWAY TO / -- -:R15' .. ,- (DEPTH UNKNOWN)
2,831 I I BE CLOSED _ TRIANGLE (TVP.) POST OFFICE BOX 91727
1,375 I I ABANDONED EX SANITARY O �---' \ ` \ RALEIGH, NORTH CAROLINA 27675
1,375 I 1 SEWER MANHOLE SANITARY
O J / 25' FROM YARD SETBACK 7, w �� PHONE: [phone]
1 1 / -- ` w FIRM NC LICENSE NUMBER C-4222
1,375
/ /� / /ROP. VARIABLE:
1,375 1 1 / / /// / / - R5.0000'� - PUBUC ACCESS MENT H DHW
2,831 ( 1 �// / � � R5.0000' / R2W'000 UTILITY EASEMENT \ OH
2,831 I I / EX FENCE AND EDGE OF / K'
1,375 1 1 ASPHALT PAVEMENT \ (y "
1375 1 1/�/ / C2 09 / U IY\� - ,(�Y'(�
1 ///� / n / ON FrT-
1.375 1 // / / \ CJ / CL) I - ''1
1,375 1 (//
2887 5
2,428 I TY /
1,375
/ �C6/ / /
\ 3� R5.0000' 12 / (2If
�¢- PROP. PARKIN SIDEWALK REVISION HISTORY
1,375 TOWN OF FRANKLINTONI / ly 11 ALONG PARKING STALLS / / �J / Q
1,375 ZO' SANITARY SEWER
EASEMENT �J q / 16
2,831 I I � � / 101 RaV DESCRIPTION DATE BV
2'831 I I / / / / 30' (TYP.) /�' ADDRESS NCDEO
1,375 I / / R5.0000' / W wF 1 COMMENTS 1/12/2018 FL!
1,375 I / l Q JOHN FOUNDALLIAMTION
POPE ADDRESS NCDEQ
(2s ly FOUNDATION 2 1/23/2018 FLA
1,375 I l r9 l l l l.� D.B. 2016, PG. 396 COMMENTS
1,375X26 / PB. 7, PG. 57 3 ADDRESS FCPU 2/12/2018 FLA
2,831
I l PIN# 1865-66-3841 COMMENTS
1 I " / 5-o /
2.831 1 1 / / (27 /
1,375 �I / / /
1,375 _ _ _ _ _I— / / (12/
1IX
,375 / 't --J CONCRETE PAD l / 26 If
29 /
37s PERK/NSON WAY/ I l / R4 �' 14 /
/ 1 / 3 / /
2,831 40' PUBLIC RIGHT-OF-WAY 1 1 � / /
I l
2,831 I WF 14
— FRANKLIN COUNTY / / /19'(TYP.) /
1,375 — — — — -7I DB. 1198, PG. 217 / X13 / /
1 / /
1,375 PB. 2010, PG. 172 / / R5.00W / I
/ I PIN# 1865-52-9270
1.381----------1--I� / cl
ORIGINAL PLAN SIZE: 24" X38"
IX SANITARY SEWER I I l lclS
MANHOLE(TYP) 1 I / / (3 / — I
\\\ PROP. VARIABLE WIDTH
\ ,n \ PRIVATE ACCESS AND 35 '
\ V \ UTILITY EASEMENT /\ 1-RS.ODOO'/ /
\ \ 5 14 .0000' / (31 I i I Q ISSUED FOR
\ \ SEEINSETA,I
/ / / O
\ THIS SHEET Q H
\ / R28.0000' / \ WF ( W Z PERMITTING
/ l JOHN WILLIAM POPE I Vi (D DO NOT USE FOR CONSTRUCTION
L \ PROP. 24" CURB l FOUNDATION Q
/ \ \ 8 GUTTER TVP / l Oil, 2016. PG. 396
()( PROP. 535 LF 26'-W DE, FACE PIN# 186566-2587
op PROP . I V
— — — — — \ DUMPSTER 8 Cl / 37
\ I TO FACE, PRIVATE ROAD IN Q m 40 20 0 40
\ ENCLOSURE
\ VARIABLE WDTH ACCESS
\ \ (38', AND UTILITY EASEMENT I � 4 SCALE: IINCH = 40 FEET
9B / I N SCALE ADJUSTMENT
EX. SANITARY SEWER LINE (TYP) \ \ l \ \ R48.0000' C \ 1HIs sna Is INLN ix LENGTI
(SIZE AND MATERIAL UNKNOWM \ ,\B\ il—� \J \\ R5.0000' / 40 i —F— — ON oalclxu DaAwlNc
EX STREAM J \ ��� ;/ ,� 1 41 I 7 / I I 11
IF IT Is NOT I WH oN nps
\ (TYP)— SHEET, ADJUS YWRSLRLE
J RLCORDINGEY
PROP. 4' WALK FROM — _ — — _ — — "— —
BUILDING TO /
V\� \
SIDEWALK I I CONSTRUCTION PLANS
PROP. RETAINING / I
\ -1 WALL (BV OTHERS)
CRAWFORD TOWNES
\\\
PROP. STORMWATER I WF
l I NC HWY 56
CONTROL MEASURE I II JOHN WILLIAM POPE I FRANKLINTON, NC 27525
FOUNDATION
S. 2016, PG. 396 I
PR 7, PG. 58-59
P/Np/86Ss6-z472
PROP. 20' PROP .4'TALLBUICK I / I Crosswind
FRANKLIN COUNTY \ -. ALUMINUM FENCE TO
SANITARY SEWER
Com\ \ \ I EASEMENT J SURROUND SCM / Development
DATE: 12-07-2017
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
��`\ \ \ \ PROJECT NO.: 17022
IX. VARIABLE WIDTH \ \ \ � � ' ' � � �
pp� WF
GREENWAYNTILITY \ V` \ ANDREW W 6 I
EASEMENT IN �� \ \ l / KA/TLYNA. TROTTER
FRANKLIN COUNTY , \
DB 1198, PG217 D.B. 1975, PG, 943 SITE PLAN
. \ _
P.B. 2010, PG. 172 \\\ \\ `� I PIN# 186,5-66-2297
PIN# 1865-52-9270 \\ � ` .
I C_4
\` I SHEET 4 OF17
EX. PROPERTY LINE
—
—
EX. RIGHT -OF -WAV
— —
— —
EX. ADJACENT OWNERS
-----------
EX. EASEMENT
--- ---
—
EX. ROAD CENTERUNE
— — '
—
EX. CHANNEUSTREAM
—
EX. CHANNEUSTREAM BUFFER
EX. CHAIN UNK FENCE
—DHW—OHW—
EX. OVERHEAD ELECTRIC LINE
— W —
W
EX. WATER LINE
—SS —SS
EX. SANITARY SEWER
— SD —
SD
EX. STORM SEWER
'
EX. TREE LINE
PROP. LOT LINES
-----------
PROP. SETBACK UNE
-----------
PROP. EASEMENT
NOTES
1. PROPOSED ADA STALLS AND AISLES SHALL HAVE SLOPES NO
STEEPER THAN 1'.48 (2%) IN ALL DIRECTIONS.
2. PROPOSED ACCESSIBLE ROUTES SHALL HAVE RUNNING SLOPES
NO STEEPER THAN 1:20 (5%) AND CROSS SLOPES NO STEEPER
THAN 1:48 (2%E
3. THE PRIVATE ROAD SHALL REQUIRE AN NCDOT DRIVEWAY PERMIT
AND SHALL BE 26 --WIDE, FACE OF CURB TO FACE OF CURB, W THIN
A VARIABLE W DTH ACCESS AND UTILITY EASEMENT.
4. ALL TOWNHOMES SHALL HAVE FRANKLIN COUNTY WATER AND
SEWER SERVICE. WATER SHALL BE ACCESSED TO THE NORTH
FROM NC HWY 58 (E GREEN ST) AND SEWER SHALL BE ACCESSED
TO THE SOUTH FROM THE EXISTING SANITARY SEWER EASEMENT.
THE PLANS SHALL BE APPROVED BY FRANKLIN COUNTY, THE MAIN
EXTENSIONS APPROVED BY NCDEQ, AND THE RIGHT -OF -WAV
ENCROACHMENT APPROVED BY NCDOT.
5. ALL DIMENSIONS ARE TO FACE OF CURB.
6. ALL RADII ARE F UNLESS OTHERW SE NOTED.
PROP. 5' SIDEWALK
FLUSH TOP OF
PROP. MAIL / \
KIOSK PAD
PER KIOSK/
INSTALLER
SIDEWALK SHALL BE
FLUSH AT TRANSITION TO
PAVEMENT WITH (1) ZX4'
TRUNCATED DOME PANEL
AT EACH TRANSITION,
\ IT
PROP. ADA SIGNAGE WITH
VAN ACCESSIBLE SIGN I
I II
I
INSET A
SCALE: 1" = 20'
SUMMARY
AREA (SQ. FT) W WW—V/—(1/
2,428
1,375 — /vc
1,375 — ---�-- — — \09, 60"ouRm
S
1.375 UBL/ GRE
,.375 �I_ — — — - ___.__---- ---- W' �� =` — ` FW�Qy APPROX. LOCATION ENGINEERING
2,831 I I R15' PROP. 10'X 70'SIGHT ` `� IX 16'WATER LINE
EX DRIVEWAY TO / -- -:R15' .. ,- (DEPTH UNKNOWN)
2,831 I I BE CLOSED _ TRIANGLE (TVP.) POST OFFICE BOX 91727
1,375 I I ABANDONED EX SANITARY O �---' \ ` \ RALEIGH, NORTH CAROLINA 27675
1,375 I 1 SEWER MANHOLE SANITARY
O J / 25' FROM YARD SETBACK 7, w �� PHONE: [phone]
1 1 / -- ` w FIRM NC LICENSE NUMBER C-4222
1,375
/ /� / /ROP. VARIABLE:
1,375 1 1 / / /// / / - R5.0000'� - PUBUC ACCESS MENT H DHW
2,831 ( 1 �// / � � R5.0000' / R2W'000 UTILITY EASEMENT \ OH
2,831 I I / EX FENCE AND EDGE OF / K'
1,375 1 1 ASPHALT PAVEMENT \ (y "
1375 1 1/�/ / C2 09 / U IY\� - ,(�Y'(�
1 ///� / n / ON FrT-
1.375 1 // / / \ CJ / CL) I - ''1
1,375 1 (//
2887 5
2,428 I TY /
1,375
/ �C6/ / /
\ 3� R5.0000' 12 / (2If
�¢- PROP. PARKIN SIDEWALK REVISION HISTORY
1,375 TOWN OF FRANKLINTONI / ly 11 ALONG PARKING STALLS / / �J / Q
1,375 ZO' SANITARY SEWER
EASEMENT �J q / 16
2,831 I I � � / 101 RaV DESCRIPTION DATE BV
2'831 I I / / / / 30' (TYP.) /�' ADDRESS NCDEO
1,375 I / / R5.0000' / W wF 1 COMMENTS 1/12/2018 FL!
1,375 I / l Q JOHN FOUNDALLIAMTION
POPE ADDRESS NCDEQ
(2s ly FOUNDATION 2 1/23/2018 FLA
1,375 I l r9 l l l l.� D.B. 2016, PG. 396 COMMENTS
1,375X26 / PB. 7, PG. 57 3 ADDRESS FCPU 2/12/2018 FLA
2,831
I l PIN# 1865-66-3841 COMMENTS
1 I " / 5-o /
2.831 1 1 / / (27 /
1,375 �I / / /
1,375 _ _ _ _ _I— / / (12/
1IX
,375 / 't --J CONCRETE PAD l / 26 If
29 /
37s PERK/NSON WAY/ I l / R4 �' 14 /
/ 1 / 3 / /
2,831 40' PUBLIC RIGHT-OF-WAY 1 1 � / /
I l
2,831 I WF 14
— FRANKLIN COUNTY / / /19'(TYP.) /
1,375 — — — — -7I DB. 1198, PG. 217 / X13 / /
1 / /
1,375 PB. 2010, PG. 172 / / R5.00W / I
/ I PIN# 1865-52-9270
1.381----------1--I� / cl
ORIGINAL PLAN SIZE: 24" X38"
IX SANITARY SEWER I I l lclS
MANHOLE(TYP) 1 I / / (3 / — I
\\\ PROP. VARIABLE WIDTH
\ ,n \ PRIVATE ACCESS AND 35 '
\ V \ UTILITY EASEMENT /\ 1-RS.ODOO'/ /
\ \ 5 14 .0000' / (31 I i I Q ISSUED FOR
\ \ SEEINSETA,I
/ / / O
\ THIS SHEET Q H
\ / R28.0000' / \ WF ( W Z PERMITTING
/ l JOHN WILLIAM POPE I Vi (D DO NOT USE FOR CONSTRUCTION
L \ PROP. 24" CURB l FOUNDATION Q
/ \ \ 8 GUTTER TVP / l Oil, 2016. PG. 396
()( PROP. 535 LF 26'-W DE, FACE PIN# 186566-2587
op PROP . I V
— — — — — \ DUMPSTER 8 Cl / 37
\ I TO FACE, PRIVATE ROAD IN Q m 40 20 0 40
\ ENCLOSURE
\ VARIABLE WDTH ACCESS
\ \ (38', AND UTILITY EASEMENT I � 4 SCALE: IINCH = 40 FEET
9B / I N SCALE ADJUSTMENT
EX. SANITARY SEWER LINE (TYP) \ \ l \ \ R48.0000' C \ 1HIs sna Is INLN ix LENGTI
(SIZE AND MATERIAL UNKNOWM \ ,\B\ il—� \J \\ R5.0000' / 40 i —F— — ON oalclxu DaAwlNc
EX STREAM J \ ��� ;/ ,� 1 41 I 7 / I I 11
IF IT Is NOT I WH oN nps
\ (TYP)— SHEET, ADJUS YWRSLRLE
J RLCORDINGEY
PROP. 4' WALK FROM — _ — — _ — — "— —
BUILDING TO /
V\� \
SIDEWALK I I CONSTRUCTION PLANS
PROP. RETAINING / I
\ -1 WALL (BV OTHERS)
CRAWFORD TOWNES
\\\
PROP. STORMWATER I WF
l I NC HWY 56
CONTROL MEASURE I II JOHN WILLIAM POPE I FRANKLINTON, NC 27525
FOUNDATION
S. 2016, PG. 396 I
PR 7, PG. 58-59
P/Np/86Ss6-z472
PROP. 20' PROP .4'TALLBUICK I / I Crosswind
FRANKLIN COUNTY \ -. ALUMINUM FENCE TO
SANITARY SEWER
Com\ \ \ I EASEMENT J SURROUND SCM / Development
DATE: 12-07-2017
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
��`\ \ \ \ PROJECT NO.: 17022
IX. VARIABLE WIDTH \ \ \ � � ' ' � � �
pp� WF
GREENWAYNTILITY \ V` \ ANDREW W 6 I
EASEMENT IN �� \ \ l / KA/TLYNA. TROTTER
FRANKLIN COUNTY , \
DB 1198, PG217 D.B. 1975, PG, 943 SITE PLAN
. \ _
P.B. 2010, PG. 172 \\\ \\ `� I PIN# 186,5-66-2297
PIN# 1865-52-9270 \\ � ` .
I C_4
\` I SHEET 4 OF17

LEGEND
WATER MAIN CONSTRUCTION NOTES
-- -4 I —N W
PROP. B" x 8' MJ TEE \i
(2) PROP. 8" MJ GATE VALVES_ PROP. 8"-90' MJ BEND
AND BOXES _
1
PROP. 8" x 8' MJ TEE PROP. MASTER
(2) PROP. 8" MJ GATE VALVES METER BY-PASS —
I-- -�---
BACKSIDE TAP SHOWN, BUT IS
SUBJECT TO CHANGE BASED ON
FIELD CONDITIONS AND LOCATION OF
_ EXISTING WATERLINE.
50 LF OF 18" STEEL CASING PIPE TO EXTEND
MIN. 5' BEYOND EX. EDGE OF PAVEMENT
(CROSS UNDER EXISTING 16' MAIN)
AND BOXES ( RJ DIP) —PROP. VARIABLE WIDTH
EX DRIVEWAY TO / PUBLIC ACCESS ANDS
I BE CLOSED UTILITY EASEMENT
PROP. 8" - 90° MJ BEND
PROP. 8" x 8' MJ REDUCER I I ABANDONED EX SANITARY C� 25' FRONT y
(WATERLINE TO TRANSIT ION 1 SEWER MANHOLE (TYP) OO - /—�OSETBACK r
TO 6' 0900 DR18 PV) I 1 1 / ' PROP. GRAVITY SEWER MANHOLE (TY % )
FOLLOWING REDUCER
I I IF
EX FENCE AND EDGE OF l
MASTER METER BYPASS I 1 ��ASPHALT PAVEMENT l
LAYOUT 1 �/
1. ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE
WITH FRANKLIN COUNTY PUBLIC UTILITIES STANDARDS AND
SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN
COUNTY PUBLIC UTIUTIES.
3. EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE
GENERALLY NOTED "APPROXIMATE LOCATION, DEPTH UNKNOWN". IT
IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY
LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO VERIFY
EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4. THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE LOCATION
OF KNOWN UTILITIES IS SHOWN ON THE PLAN TO THE EXTENT
POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED
WITH THE ENGINEER PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES
PRIOR TO TAPPING ANY MAIN, TURNING ANY EXISTING VALVES, OR
BEGINNING CONSTRUCTION ON ANY SEGMENT OF THE PROJECT. A
CURRENT COPY OF THE APPROVED DESIGN PLANS, ENCROACHMENT
AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
6. MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND
SERVICE LOCATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES.
REFER TO STANDARD DETAILS FOR PRECISE LOCATION OF THESE
ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT.
VALVES LOCATED WITHIN NCDOT RIGHT OF WAV SHALL BE INSTALLED
IN ACCORDANCE WITH NCDOT STANDARDS. VALVE MARKERS AND
VENTS SHOULD BE INSTALLED AT THE RIGHT OF WAY LINE. VALVES
SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM
OF THE DITCH.
7. MINIMUM DEPTH OF BURY FOR WATER MAINS SHALL BE 4'.
8. WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT
OF ROADWAY STONE.
9, TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES.
CONTRACTOR SHALL INSTALL WIRES IN A 4' PVC PIPE CLEANOUT AT
MAIN VALVES WITH A BRASS CAP AND CONCRETE DONUT.
SANITARY SEWER CONSTRUCTION NOTES
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH
FRANKLIN COUNTY PUBLIC UTILITIES STANDARDS AND
SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN
COUNTY PUBLIC UTILITIES.
3. MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
4. GRAVITY SEWER WITHIN 50 OF SURFACE WATERS OR WETLANDS SHALL
BE DUCTILE IRON PIPE AND HAVE MATERIALS, TESTING METHODS AND
ACCEPTABILITY STANDARDS MEETING WATER MAIN STANDARDS (15A
NCAC 18C),
5. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY
SEWER SHALL BE 10 FEET. WIZEN RUNNING PARALLEL, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF
THE WATER MAIN. WHEN CROSSING, THE TOP OF SANITARY PIPING SHALL
BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER MAIN.
6, MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE
IS 24 INCHES.
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18
INCHES.
8. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER 8 SEWER
FACILITIES WITH 18" MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 400'.
10. GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND
COVERS.
NOTES
1. ALL TOWNHOMES WITHIN 500' RADIUS OF EITHER EXISTING OR
PROPOSED FIRE HYDRANTS.
2. ALL WATER AND SEWER UTILITIES LOCATED WITHIN PUBLIC
EASEMENTS TO BE MAINTAINED BY FRANKLIN COUNTY PUBLIC
UTILITIES. ALL OTHER WATER AND SEWER UTILITIES TO BE PRIVATE
AND MAINTAINED BY PRIVATE ENTITY.
O EOR IN
PMT Wff11WT WRITTEN PERMLSSgN OF Fl -M ENGINEERING. NC.
/
EX. PROPERTY LINE /
— —
EX. RIGHT -OF -WAV 1
— —
— EX. ADJACENT OWNERS r
-----------
EX. EASEMENT
—
EX. ROAD CENTERUNE /
— — —
EX. CHANNEUSTREAM 1
—
EX. CHANNEUSTREAM BUFFER(
ADDRESS FCPU
rnuuc y12/2018
EX. CHAIN LINK FENCE `
— OHW— OHW—
EX. OVERHEAD ELECTRIC LINE
— W — W
EX. WATERLINE
— SS —SS
EX. SANITARY SEWER /
SD — SD
EX. STORM SEWER 1\
PROP. CLEANOUT FO) I
SEWER SERVICE (TVPYP/ 2
/
/
EX. TREE LINE r
DB 1198, PG. 217 /
PROP. LOT LINES l/\
— -- ---
PROP. SETBACK UNE r
-----------
PROP. EASEMENT 1\
— W — W
PROP. WATER LINE
—551 —SS
PROP. SANITARY SEWER
17 (y�
1
PROP. STORM SEWER
❑
PROP. WATER METER
D4
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
WITH GATE VALVE AND TEE
O
PROP. SEWER CLEANOUT
WATER MAIN CONSTRUCTION NOTES
-- -4 I —N W
PROP. B" x 8' MJ TEE \i
(2) PROP. 8" MJ GATE VALVES_ PROP. 8"-90' MJ BEND
AND BOXES _
1
PROP. 8" x 8' MJ TEE PROP. MASTER
(2) PROP. 8" MJ GATE VALVES METER BY-PASS —
I-- -�---
BACKSIDE TAP SHOWN, BUT IS
SUBJECT TO CHANGE BASED ON
FIELD CONDITIONS AND LOCATION OF
_ EXISTING WATERLINE.
50 LF OF 18" STEEL CASING PIPE TO EXTEND
MIN. 5' BEYOND EX. EDGE OF PAVEMENT
(CROSS UNDER EXISTING 16' MAIN)
AND BOXES ( RJ DIP) —PROP. VARIABLE WIDTH
EX DRIVEWAY TO / PUBLIC ACCESS ANDS
I BE CLOSED UTILITY EASEMENT
PROP. 8" - 90° MJ BEND
PROP. 8" x 8' MJ REDUCER I I ABANDONED EX SANITARY C� 25' FRONT y
(WATERLINE TO TRANSIT ION 1 SEWER MANHOLE (TYP) OO - /—�OSETBACK r
TO 6' 0900 DR18 PV) I 1 1 / ' PROP. GRAVITY SEWER MANHOLE (TY % )
FOLLOWING REDUCER
I I IF
EX FENCE AND EDGE OF l
MASTER METER BYPASS I 1 ��ASPHALT PAVEMENT l
LAYOUT 1 �/
1. ALL WATER DISTRIBUTION CONSTRUCTION TO BE IN ACCORDANCE
WITH FRANKLIN COUNTY PUBLIC UTILITIES STANDARDS AND
SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN
COUNTY PUBLIC UTIUTIES.
3. EXISTING MAINS ARE SHOWN TO THE EXTENT POSSIBLE AND ARE
GENERALLY NOTED "APPROXIMATE LOCATION, DEPTH UNKNOWN". IT
IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY
LOCATE EXISTING FACILITIES BY DIGGING A TEST PIT TO VERIFY
EXISTING MAIN LOCATION, SIZE, DEPTH, AND MATERIAL.
4. THE CONTRACTOR SHALL OBTAIN A UTILITY LOCATION FOR ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE LOCATION
OF KNOWN UTILITIES IS SHOWN ON THE PLAN TO THE EXTENT
POSSIBLE. ALL DISCREPANCIES SHALL BE NOTED AND DISCUSSED
WITH THE ENGINEER PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY FRANKLIN COUNTY PUBLIC UTILITIES
PRIOR TO TAPPING ANY MAIN, TURNING ANY EXISTING VALVES, OR
BEGINNING CONSTRUCTION ON ANY SEGMENT OF THE PROJECT. A
CURRENT COPY OF THE APPROVED DESIGN PLANS, ENCROACHMENT
AGREEMENTS, AND SPECIFICATIONS OF THE UTILITY SHALL BE
MAINTAINED ON SITE AT ALL TIMES.
6. MAIN LOCATIONS, VALVE LOCATIONS, HYDRANT LOCATIONS, AND
SERVICE LOCATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES.
REFER TO STANDARD DETAILS FOR PRECISE LOCATION OF THESE
ITEMS. HYDRANTS SHALL BE LOCATED WITHIN 10' UTILITY EASEMENT.
VALVES LOCATED WITHIN NCDOT RIGHT OF WAV SHALL BE INSTALLED
IN ACCORDANCE WITH NCDOT STANDARDS. VALVE MARKERS AND
VENTS SHOULD BE INSTALLED AT THE RIGHT OF WAY LINE. VALVES
SHALL NOT BE LOCATED WITHIN PAVEMENT TO THE EXTENT
PRACTICAL OR WITHIN THE LIMITS OF THE FRONT SLOPE OR BOTTOM
OF THE DITCH.
7. MINIMUM DEPTH OF BURY FOR WATER MAINS SHALL BE 4'.
8. WATER SERVICE STUB -OUTS SHALL BE MADE PRIOR TO PLACEMENT
OF ROADWAY STONE.
9, TRACER WIRE SHALL NOT BE INSTALLED INSIDE GATE VALVE BOXES.
CONTRACTOR SHALL INSTALL WIRES IN A 4' PVC PIPE CLEANOUT AT
MAIN VALVES WITH A BRASS CAP AND CONCRETE DONUT.
SANITARY SEWER CONSTRUCTION NOTES
1. ALL SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH
FRANKLIN COUNTY PUBLIC UTILITIES STANDARDS AND
SPECIFICATIONS FOR WATER AND SEWER.
2, CONSTRUCTION MATERIALS SHALL BE AS SPECIFIED BY FRANKLIN
COUNTY PUBLIC UTILITIES.
3. MINIMUM DEPTH OF COVER FOR GRAVITY SEWERS SHALL BE 4'.
4. GRAVITY SEWER WITHIN 50 OF SURFACE WATERS OR WETLANDS SHALL
BE DUCTILE IRON PIPE AND HAVE MATERIALS, TESTING METHODS AND
ACCEPTABILITY STANDARDS MEETING WATER MAIN STANDARDS (15A
NCAC 18C),
5. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY
SEWER SHALL BE 10 FEET. WIZEN RUNNING PARALLEL, THE TOP OF
SANITARY PIPING SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF
THE WATER MAIN. WHEN CROSSING, THE TOP OF SANITARY PIPING SHALL
BE AT LEAST 24 INCHES BELOW THE BOTTOM OF THE WATER MAIN.
6, MINIMUM SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE
IS 24 INCHES.
7. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18
INCHES.
8. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER 8 SEWER
FACILITIES WITH 18" MINIMUM VERTICAL SEPARATION.
9. MAXIMUM MANHOLE SPACING SHALL BE 400'.
10. GRAVITY SEWER MANHOLES TO HAVE WATERTIGHT MANHOLE RING AND
COVERS.
NOTES
1. ALL TOWNHOMES WITHIN 500' RADIUS OF EITHER EXISTING OR
PROPOSED FIRE HYDRANTS.
2. ALL WATER AND SEWER UTILITIES LOCATED WITHIN PUBLIC
EASEMENTS TO BE MAINTAINED BY FRANKLIN COUNTY PUBLIC
UTILITIES. ALL OTHER WATER AND SEWER UTILITIES TO BE PRIVATE
AND MAINTAINED BY PRIVATE ENTITY.
O EOR IN
PMT Wff11WT WRITTEN PERMLSSgN OF Fl -M ENGINEERING. NC.
/
REV
3
4
PROP 20 / 1
FRANKLIN COUNTY /
I
U/
TOWN OF FRANKL/NTON I I
20. SAN/TARY SEWER 1r�� 'I
l
/
ATER
�/ PROP. 5/8"W /
Q1y� SERVICE METER (TVP.)
EAIf
SEMENT
I
ADDRESS NCDEO
/ cr, / i?
I
3
ADDRESS FCPU
rnuuc y12/2018
��__ EASEMENT
\ \
REAR yARO
t\
PROP.
SERVICE
I I
PERKINSON WAY I j
EX CONCRETE PAD l
l
/
40' PUBLIC RIGHT-OF-WAY � l /
/
/
/J F
FRANKLIN COUNTY /
PROP. CLEANOUT FO) I
SEWER SERVICE (TVPYP/ 2
/
/
I
DB 1198, PG. 217 /
3
I /
I /
P B. 2010, PG. 172 /
P/N# 1 &&552-9270 /
I
EX. SANITARY SEWER I I l
MANHOLE(TYP) I
l\
l
/
6 l
( /
\\
/
17 (y�
1
\
— ,n\
\\
PROP. VARIABLE/
WIDDTH PRIVATE
ACCESSANUTILITV
EASEMENT\�\ /
18
iX /
MANHOLE \ I /
Top= ��i�l/
\\ `�1 \
F
(1) PROP. 8" RJ 90' BEND
8
(1) PROP. " RJ 9W BEND (ANGLED UPWARDS AT 45°)
�— (1) PROP. 16' x W MJ TAPPING SLEEVE
(1) PROP. F. MJ TAPPING GATE VALVE AND BOX
PIPE TO BE 8" CL350 DUCTILE IRON WATERLINE
NC / -/WY
-CROSSING UNDER 60%,U56
SROAD VIA BORE & JACK. ��^� BS/C RG GREEN
I Sly
•/ APPROX LOCATION
EX 16 -WATER IIIVE
PROP. 8" MASTER METER 8 PRECAST CONCRETE \ W \ (DEPTH UNKNOWN)
µ'
VALVE VAULT WITH BYPASS (SEE INSET, THIS SHEET)
PROP.µ'
8" BACK FLOW PREVENTER - IY \ \
IN ABOVE GROUND "HOT BOX' ��--
- \W _
PROP. 8" x 6' REDUCER AND TRANSITION \
TO 6'C900 DR18 PVC WATERLINE �\
\ I1µ, 3 \
,0 �\ \
/ 20 /
/
23 -I
/ 24 \7/ / 0
PROP. STORM DRAINAGE
/ INLET GRATE (TYP.)WF
I lQ JOHN WILL AM POPE l
l y FOUNDATION
l,R D. 8.2016 G.396
l P.8 7, PG. 57
/ P/N# 1865653841 /
27
28
If 30 29
If
PROP. 6" C900 DR -18
PVC WATER LINE /
31
33
34
/ I I
PROP. PRIVATE 6" SDR35 GRAVITY SEWER \ 1 JOHN WILLIAM POPE I W =
SEE SHEET C-10 FOR PLAN AND PROFILES) I Q o
Q O
FOUNDATION
\ \ B. 2016 PG. 396 Q
PIN# 18x56525&7 � U
EX SANITARY SEWER LINE (rvP)
(SIZE AND MATERIAL UNKNOWN) \\ V \ \\\ y ? 39 I /
/ \ \ PROP. PUBLIC B' SDR35 GRAVITY SEWER — J
(SEE SHEET C-10 FOR PLAN AND \ 42 I -- — I
PROFILES) // / I .— —. � � — -- )
PROP. 6'22.5°MJ BEND
If `I1 \ / PROP. HYDRANT` / 1" WF
` ASS'V \ 1 `I JOHN WILLIAM POPE
``\ / \ 1 / I FOUNDATION I I
PROP.OLMEA URETER I D.B. 2016, PG. 396
\\\ \\\ I / / CONTROL MEASURE / ) PB 7, PG. 5&59
PIN# 1855-66-2472
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER 04222
3`_
REVISION HISTORY
REV
AS SHOWN
PROP 20 / 1
FRANKLIN COUNTY /
DESCRIPTION DATE BY
1
��Iggg999777ppppDD''3g ]]]'''------
i
PROJECT NO.:
1/12/2018HFLM
SANITARY SEWER
ADDRESS NCDEO
I
3
ADDRESS FCPU
rnuuc y12/2018
��__ EASEMENT
\ \
REAR yARO
t\
PROP.
SERVICE
5/8"WATER
METER(TYP)
/
i /
(\\\ \ I
PROP. I- UTILITY
EASEMENT
EX SANITARY SEWER—
`�
MANHOLE \ I /
Top= ��i�l/
\\ `�1 \
PROP. CLEANOUT FOR 4"
SEWER SERVICE (TVP.)
INV /N = 362.52' \
362.52.
= \ \ i
EK. VARIABLE WIDTH INV OUT362.23' \ \
GREENWAYNT/LITY � � � \ \\ � ' — � /
WF
W
W
W —� (y
_
EASEMENT JP \ \
\\
ANDREW W. 6
WF
`1
KAITLYNA. T ROTTER
FRANKLIN COUNTY v`\
O.B. 1198, PG. 217 \ \ EX STREAM
OB. 1975, PG. 943
P.B. 7, PG, 5&-59
_
PB 2010, PG. 172 \ \ (TYP.)
PIN# 1865 52-92 70 \\ �` \ I
MAIN 186566-2297
$
SS
TYPICAL WATER AND
SEWER SERVICE LAYOUT
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER 04222
3`_
REVISION HISTORY
REV
AS SHOWN
#
DESCRIPTION DATE BY
1
ADCDRESS NCDEOOMMENTS
PROJECT NO.:
1/12/2018HFLM
2
ADDRESS NCDEO
COMMENTS 1/23/2018
3
ADDRESS FCPU
rnuuc y12/2018
ORIGINAL PLAN SIZE: 24" X 36 -
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
40 20 0 40
SCALE: 1 INCH = 40 FEET
SCALE ADJUSTMENT
THIS MR IS 1 INCH IN LENGTN
ON ORIGINAL ORHWING
1
IF IT IS NOT 11NCH ON THIS
—ET.AD— YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
W�Crosswind
evelopment
DATE: 12-07-2017
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
17022
UTILITY PLAN
C-5
SHEET 5 OF 17

LEGEND �N VV
W W --
EX. PROPERTY LINE FFE SUMMARY W W dhrannY
EX. RIGHT -OF -WAV LOT N0. FFE ELEV. 397.
. J
- - - - EX. ADJACENT OWNERS 39900 -
----------- EX. EASEMENT 398.00-
- ----- EX. ROAD CENTERUNE -t392
,7g5. �O
EX. CHANNEUSTREAM - r -I - - - -
EX. CHANNEUSTREAM BUFFER I I EX DRIVEWAYTO /
EX. CHAIN LINK FENCE
I I BE CLOSED
7 ( I ABANDONED EX SANITARY
- OHW- (lHW- EX. OVERHEAD ELECTRIC LINE ( ( SEWER MANHOLE (TYP.) S l
W - W EX. WATER LINE 8 ( ( i' BEGIN PROP.
SS -SS EX. SANITARY SEWER 9 391.00 i (( / 1 PERMANENT SWALE#1A
- SD - SD EX. STORM SEWER 10 390.00
EX. TREE LINE 11 390.00 I ( \
(
PROP. LOT LINES 12 387'00 EX FENCE AND EDGE OF ( ( �i� /moi ASPHALTPAVEMENT
- - - - ------ PROP. SETBACK LINE 13 387.00 ( (�
- - - - - - - - - - PROP. EASEMENT 14 366.00
325 PROP. MAJOR CONTOUR (5') 15 385.00
324 PROP. MINOR CONTOUR(,') 16 384.00 I
W W - PROP. WATER LINE 17 384.00 I Y
SS -SS - PROP. SANITARY SEWER 18 363.00
PROP. STORM SEWER 19 399.00
PROP. CURB INLET 20 398.00
PROP. FLARED END SECTION 21 398.00 TOWN OF FRANKLINTON
LD -LD PROP. LIMIT OF DISTURBANCE 22 397.00 20 SANITARYSEWER
23 397.00 EASEMENT
24 398.00
25 394.00
26 393.00 1 / FRANKLIN COUNTY )
NOTES n 392.001 D.B. 1198, PG 217
1 /P B. 2010. PG 172
1. SEE SHEET C 3 FOR STORMWATER DRAINAGE CALCULATIONS. 28 391.00 I / PIN# 1865-52-9270 o
29 391.00
2. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES. 30 390.00
3. PROPOSED ADA STALLS AND AISLES SHALL HAVE SLOPES NO 31 388.00 / I / BEGIN PROP.
STEEPER THAN 1:48 (2%) IN ALL DIRECTIONS. 32 387.00 I ' / PERMANENT SWALE #1B
4. CUT AND FILL SLOPE SHALL BE 3111V UNLESS OTHERWISE NOTED. 33 386.00 /
PERK/NSON WAY
5. RETAINING WALLS SHOWN ARE BY OTHERS. 34 385.00 ¢0' PUBLIC
35 385.00I l / 385'
RIGHT-OF-WAY -�
1 m
6. STORMWATER CONTROL MEASURES SHALL BE PRIVATE AND 36 384.00 I EX CONCRETE PAD �
MAINTAINED BY THE HOME OWNERS ASSOCIATION.
37 382.00
38 381.00 I BEGIN PROP / 6
-F - PERMANENT SWALE#)1C
PROP. 5' SIDEWALK 40 379.00 1 I L/
/ FLUSH TOP OF
PR P. MAIL � SK TC CURB
PkD PER KIOSK •378.50 42 370.00 I I 380'
INSTALLER\ / IX_ SANITARY 1 / PROP. VARIABLE WIDTH
0 SEWER MANHOLE I '
\ / BC (Typ) I ( / PRIVATE ACCESS AND
378.00 ( \ UTILITY EASEMENT
SPOT
\ / 4
376.50 \ C\ / \\ BEGIN PROP. I C8
' 37790' \ • PERMANENT SWALE#1D� /
SIDEWALK SHALL BE 4(/� BC \ / �� \\ (� ! V ~(
FLUSH AT TRANSITION \ \
TO PAVEMENT WITH (1) 1 TC TC�v 377.80 \\ \ \\ \ ��c-� /SEE INSET B.
2'X4' TRUNCATED 378.40 BC \
/ \ "'� THIS SHEET
DOME PANTRA T EACH ,SPOT 1 78,
78615 377.65
-,3111 I 378.15 / \ \\AX
\ ` PROP. 24" CURB
\ \ 37p• l 8 GUTTER \
SPOT
377.75 (TVP.)
375 / \\ \\ fill �� 375
EX SANITARY SEWER LINE (TYP)
INSET (SIZE AND MATERIAL UNKNOWN) \
SCALE: 1" 20' / `•\�.� CB -9
\ \ l 50'TAPJPAMLICO /
\\
RIVE
RBUFFER FROM
tPB,/ \ TOP OF BANK(TYP)
-
/ E �
\ /
EX. STREAM R z4g,
/ 380, `S'-`„���,\
�- vv
3� PRC
FRA
SAN
C % 395! `
LJ
9 i
/r
390' -
/W
l 9 I
385
/I
BEGIN PROP WF
' PERMANENT SWALE #213 JOHN WPOPE l
i
FOUNDATION /
O.B. 2016, PG. 398
l
PB 7, PG. 57
380 PIN#1865%3841 /
A"I
i
375
I /BEGIN PROP. /
„e PERMANENT SWALE #2C /
BEGIN PROP. J
/PERMANENT SWALE #2D
WF I
BEGIN PROP. JOHN WILLIAM POPE I Q
PERMANENT SWALE #2E FOUNDATION
\\ \ D.B. 2016, PG. 396 I
o. PIN# 1865.662587 V
313 I a
BEGIN PROP. \J I
PERMANENT SWALE #2F �. I
/I
I /
( l
\ � 365
`I BEGIN PROP.
PERMANENT SWALE #2
I /T
I �
I �
i _ l
i
I ( /
I
I I
I
I I
IIF
ANDREW W B
K41TLYN A. TROTTER I I
D B. 1975. PG. 943 I
PB. 7, PG. 56-59
PIN# IWS-662297
I I
I I
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
'7, �
REVISION HISTORY
REV
EX VARIASLEWIDTH
#
DESCRIPTION DATE
GREENWAY/UTILITY W
1
AODRESSNCDEO
EASEMENT FRANK UN COUNTY
COMMENTS 1/12/2018
D.B. 1196, PG. 217
2
ADDRESS NCDEO
P B. 2010. PG. 172
COMMENTS 1/23/2018
PIN# 1865-52-9270
ADDRESS FCPU
\
COMMENTS y12/2018
FLM
I I
I
I I
IIF
ANDREW W B
K41TLYN A. TROTTER I I
D B. 1975. PG. 943 I
PB. 7, PG. 56-59
PIN# IWS-662297
I I
I I
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
'7, �
REVISION HISTORY
REV
#
DESCRIPTION DATE
BY
1
AODRESSNCDEO
COMMENTS 1/12/2018
FLM
2
ADDRESS NCDEO
COMMENTS 1/23/2018
FLM
ADDRESS FCPU
3
COMMENTS y12/2018
FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
40 20 0 40
SCALE. 1 INCH = 40 FEET
N SCALE ADJUSTMENT
-11 BAR IS 1 1-1IN LENGTH
ON OR- DR NG
4 ,•
L I
IF IT R NOT , INCH ON THIS
SNEU. AO.IIIST YWR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
romwind6pt,el.opment
DATE: 12-07-2017
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 17022
GRADING AND DRAINAGE PLAN
C-6
SHEET 6 OF 17

LEGEND
EX. PROPERTY LINE
-W--- -- - -
WW W W
- - E%. RIGHT -OF -WAV �
EX. ADJACENT OWNERS
-we+�....r,...,.....W.,w..
----- ----- EX. EASEMENT
- - --- -\ off Oi 60HIyySB E
EX. ROAD CENTERU NE _ �,,�
-- EX. CHANNEUSTREAM - W- �"- ��_�_BL/C R G GREEN S ENGINEERING
- 7-I
EX. CHANNEUSTREAM BUFFER LINKAte' 385• - ` \ `` \�F- '/
ao1`..\` \ \\ �wAY APPROX. LOCATION
EX. CHAIN NK FENCE - _... - I I EX DRIVEWAY TO (DEPTH UNKNOWN)
- OHW- OHW- EX. OVERHEAD ELECTRIC LINE +r(4# w.el.r+I..nNg4r w rA I I BE CLOSED \
1 POST OFFICE BOX 91727
W - W EX. WATER LINE - ---- _-. _ i 1 ABANDONED EX SANITARY lr RALEIGH, NORTH CAROLINA 27675
-SS -SS EX. SANITARY SEWER wM.rrr. rMI. + - r..rrw SEWER MANHOLE �- / �- -J--- _-- PHONE [phone]
'. uwN rwF 1 1 LE \\ FIRM NC LICENSE NUMBER C-4222
SD - SD EX. STORM SEWER .- - '-- - - --.._- ..... I I / �i n i�Ifi
;a. Irrr wr• 1
EX. TREE LINE ��/ � / PROP. / 25-FRONTYARD DATBACK W w,
PROP. LOT LINES � � 1
® .....+rArw... wrrlNr.rlrr. I I �� �� \ / / CONCRETE / � ETBACK`39�. �
I I i FENCE AND EDGE OF / WASHOUT PIT / OHw-
-- --- PROP. SETBACK UNE ice/ PHALTPAVEMENT l l O ��
'
_ I 1 �� !
---------- PROP. EASEMENT 1 \ H -
l w\ ONw�
325 PROP . MAJOR CONTOUR (5') 1 �� PROP. 24x 100'TEMPORARY / \ `, •,'•
I _ / _ _ 395
rr„
324 - PROP. MINOR CONTOUR (1') CONSTRUCTION ENTRANCE I> S
------ W - W PROP. WATER LINE / r/ w y%"/ y00p333/
PROP. SANITARY SEWER ! / / �/ / - /'ggg7
1 .::
PROP. STORM SEWER ! ! ' I' � y '. / / %7y • •!1lr. • -�:
/ ! U - PROP. LIMITS OF STAGING ' � /"•. CHASE �.```�,,
PROP. CURB INLET ! \ /me STOCKPILE, AND/OR CONCRETE /'-' 390' - "... .•"
PROP. FLARED END SECTION
! \ WASHOUT AREA LOCATED 50'
! /i FROM STORM DRAINS AND
! ! //!,Q $ /
- LD - LD - PROP. LIMIT OF DISTURBANCE TOWN OF FRANKL/NTON ! ! Q SURFACE WATERS ! y\
>> TO >>- PROP. TEMPORARY DIVERSION DITCH 20' SANITARY SEWERJ ! - REVISION HISTORY
1�J l �hW / / /W / REV
_SF -SF c
EASEMENT PROP. SILT FENCE I � p 385' # DESCRIPTION DATE BY
-%-x-7L-It-%-x-%-x- PROP. BAFFLE ! ! / /'x \
--0 PROP. FAIRCLOTH SKIMMER! / \• �b /aQ / / 1 ADCOMMENTS
NCDWF 1/122018EO FU
! / JOHN WILLIAM POPEl
® PROP. SLOPE PROTECTION ! l yFOUNDATION 2 ADDRESS NCDEQ
PROP. CONSTRUCTION ENTRANCE
! / \� ,5a� ! y D.8. 2016, PG. 396 / COMMENTS 1/23/2018 FLA
! / B 7 PG. 57 ADDRESS FCPU
PROP. HORSESHOE INLET PROTECTION/P.
CHECK DAM ! / S // / .n / �..-- 380• p/Np 1865.86-3841 / 3 COMMENTS y12/2018 FLA
® PROP. SILT FENCE OUTLET ! ! / / /
0 PROP. INLET PROTECTION
EROSION CONTROL NOTES / /
!- I •/ \/_ / / / PRO(TYP. SILT FENCE /
-~J EX CONCRETE PAD l /, X , 1 /
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WTH NCDEQ PERK/NSON WAY ! ! l /I PROP. CHECK DAM/ /
STANDARDS. (IVP) /
40' PUBLIC RIGHT-OF-WAY ! 365'
2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING ! N/F 0 /
CONDITION DURING THE PERIOD OF CONSTRUCTION. / FRANKLIN COUNTY 39 / '
/90.
/ II/
- --�I--// �' // // 1
- ' OB. 1190, PG. 172 --�
3. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED MEASURES ! ! / PB 2(110 PG 172
MAV BE NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS. ! ! PIN# 18'65-52-9270 ) ' •//
4. THE TOTAL DISTURBED AREA IS 5.24 ACRES.
!! / / .
5. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT LOW POINTS ALONG SILT FENCE AS RARY DIVERSION 2
NECESSARY ! ! 7 (SEE PERMANENT SWALE #2 PROP. TEMPFOOR CALCULATIONS) / / I ORIGINAL PLAN SIZE: 24" X 36'
I- . ALL SWALES AND TEMPORARY DIVERSION DITCHES /
8. PERMANENT SWALES TO BE UTILIZED AS DIVERSION DITCHES DURING CONSTRUCTION PER EX SANITARY SEWER ! ! / 380 I/ SHALL BE STABILIZED WTHIN 7 DAYS (TVP.)
CALCULATIONS ON SHEET C-3. MANHOLE(TYP)^� 1
7. SEE EROSION CONTROL CALCULATIONS ON SHEET C-3.! I
\ \8. SKIMMER BASIN GRADES SHOW) ARE 2.5M:1V STARTING AT ELEVATION 389
9. CONTRACTOR SHALL ESTABLISH GROUND COVER IMMEDIATELY AFTER DISTURBANCE �iP \ \Y// ` - 8
DURING CONSTRUCTION Of PERMANENT SWALES AND OTHER IMPROVEMENTS ON THE 1 \ \\\/\ \ \ / I' / 1 \ 1 - O C) !
D E \ �1L I ( ISSUED FOR
/ \\\ \\ �j�� PROP. TEMPORARVDIVERSIONi 11 / -' \� WF I W PERMITTING
10.PLOPE AT
TRANSITION AT TEMPORARY DIVERSION ENTRANCE TO BASIN -LINE THE"'���111iii--- r JOHN WILLIAM POPE
DO NOT USE FOR CONSTRUCTION
SLOPE AT ENTRANCE WITH 12' ROCK RIPRAP. / \ V \\ .�\ `Lj ALL SWALES AND TEMPORARY gVERSIDNS / \ . FOUNDATION I Q
TO BE STABILIZED WTHIN 7 DAYS (TVP.) /\
CONSTRUCTION SEQUENCE / \\ \ \\ 3jo• / I /
'71` J l \ \ P/N# 2016, PG 396 \
PHASE 1 \\ f� \\\ I r ( ' \ J�-O _. /
1. OBTAIN NCDEQ LAND DISTURBANCE PERMIT AND SCHEDULE A PRE -CONSTRUCTION MEETING \ \ \ 1`` .IJ SKIMMER BASIN SLOPE 11 J _ � ~ ( O 4 I -
40 20 0 40
j
SCALE. 40 FEET
NTH A RALEIGH REGIONAL OFFICE LAND QUALITY INSPECTOR A MINIMUM OF 72 HOURS PRIOR X\/'�'�' \ \ \ MATTING TO BE NAG '' I I I N SCALE ADJUSTMENT
TO CONSTRUCTION BEGINNING. ADDITIONALLY, THE RALEIGH REGIONAL OFFICE MUST BE EX SANITARY SEWER LINE (TYP.) J '\ \ 1 3,_ \ 575, OR APPROVED " ��
RALEIOTIFGH
H REGI AT NALAST OFF48 ICE
E AT 91 OR TO COMMENCING LAND DISTURBANCE. CONTACT THE (SIZE AND MATERIAL UNKNOWN) EQUAL; SLOPES SHALL LS t ING1IN lENGrH
RALEIGH REGIONAL OFFICE AT 9137911200 \ /�_ \ JJ. w- BE STABIUZED WTHIN 7
I ON ORIGINAL GNAWING
2. INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE INSTALL THE PERIMETER MEASURE / \\ �_ \ " DAYS (TVp. I I 11
INCLUDING SILT FENCE, DIVERSION DITCHES AND THE SKIMMER SEDIMENT BASIN- UPON / \ ROP. BAFFLE
COMPLETION OF INSTALLATION, IMMEDIATELY SEED, MULCH, AND ANCHOR EROSION AND I \ �� \ ` 8 R IT I,5 NGT 1 INCH GN THIS
w,
SEDIMENTATION CONTROL MEASURES. TEMPORARY DIVERSIONS SHALL BE LINED WTH / \ \ ! 85,' I (TVP.)
/ I SHEET. AOIUST NGLY SLP1E
TEMPORARY LINERS AS SHOWN IN THE TABLES ON SHEET C-3 AND STABILIZED WITHIN 7 DAYS.
V � AV / � � I f - n� I / \ _ _ -I I AccoRaNGLr
3. BEGIN CLEARING AND ROUGH GRADING OF SITE. ALL EXCAVATIONS PERFORMED SHALL BE
BACKFILLED WTHIN THE SAME DAV, WITH SPOIL PLACEMENT ON UPSLOPE SIDE. �, . \ 11 o I I
PHASE 2 CONSTRUCTION PLANS
I
kv xvmss
4. INSTALL PROPOSED STORM DRAINAGE NETWORK AND INLET PROTECTION AS SHOWN ON THE ! S t
I CRAWFORD TOWNES
! P \ \ \/-��---- 36s NC HWY 56
PLANS. ALL EXCAVATIONS PERFORMED SHALL BE BACKFILLED WITHIN THE SAME DAV, WTM / \ r L, 1\ PROP CUT SLOPE
SPOIL PLACEMENT ON THE UPSIDE SLOPE. / --./ `3l8` \ EJl STREAM --/J/ �j TO BE GRADED AT WF
/ l (7Yp) { X\k` 2.5.1 STARTINGATJOHN WILLIAM POPE I FRANKLINTON, NC 27525
5, INSTALL WATER AND SEWER ALL EXCAVATIONS PERFORMED SHALL BE BACKFILLED WITHIN THE \ `� ! \ 37 B UUNBATTII'ON
SAME DAV, WTM SPOIL PLACEMENT ON THE UPSIDE SLOPE. SEWER SMALL 8E INSTALLED UP TO "T\ ` ELEVATION 369 I
MANHOLE q. \� \\ \ \ � \ c1 - ���'\ ( I PP.B. 7, PG. 5&59
V w // N# 18856&2472
8. INSTALL THE REMAINING SEWER, INCLUDING THE AERIAL SEVER CROSSING, BY FIRST / -
..1.
� � '� PROP. SPILLWAY I
CONSTRUCTING THE CONCRETE SUPPORT PIERS. TIMBER MATTING SHALL BE RUTILIZED TO / 50'TAWPAMLICO \ BERM GRADED AT 3 1
CROSS THE STREAM BANKS AFTER PLACEMENT OF THE CONCRETE SUPPORT PIERS, ARMOR / RIVER BUFFER FROM \\� \\\ 9 RE _ = \ _3bB _ I I. / I i I /� Crosswind
THE STREAM BANKSWITH CLASS I RIP RAP AS SHOWY ON THE DETAILS ON SHEET C-16. ! TOPOF 8'.4 NK (7YPJ . 50•
COMPLETE THE SEWER INSTALLATION. / \ \ AR YARD_ 365SKIMMER
tt sEre Development
7. BEGIN FINISHED GRADING FILLING AND COMPACTION OF SITE. ��`\\\ �6 \\ \ \\\ 'I..� ._ACK Bnsl�Ni. NOTIFICATION OF COMBINED SELF-MONITORING AND
\\8 \SID 1 l ' STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WTM PAVEMENT AND SELF -INSPECTION FORM
`� _ �.I \ \ ` •380. PROP. SKIMMER INV. OUT 363'; DATE207-2017
VEGETATION. SEE SHEET C-14 FOR SEEDING SCHEDULE. `� \ \ THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2008 TO REQUIRE THAT PERSONS SCALE: AS SHOWN
PROP RIPRAP DISSIPATOR
9. ONCE SITE HAS BEEN STABILIZED, CONVERT SKIMMER BASIN TO STORMWATER WETLAND AS ` \ J� `u�m LENGTH: 7.5' RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO DESIGNED BY. FLM
\ \ \
APPLICABLE BY REMOVING ACCUMULATED SEDIMENT BY MEANS OF A SILT BAG AND GRADING A \�=� A_' W DTH: 3.75' MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES
SHOWN ON SHEETS C-13 THROUGH C-17. q \i �� -' (, CLASS B RIPRAP5'DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. APPROVED BV: FLM
t\ a� = 27'THICK PROJECT NO.: 17022
10. THE CONSTRUCTION OF THE PROPOSED STORMWATER WETLAND AND ASSOCIATED RETAINING \ �� / _ it TO SIMPLIFY DOCUMENTATION OF SELHNSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, Dm
WALL SHALL NOT BEGIN UNTIL THE SITE IS FULLY STABILIZED. EX VARIABLE WIDTH .n - -J AND DEMUR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE
GREENWEASEMENT AVC \\\ A \ \S PROP. I W DE SPILLWAY TO BE I WEEKLY 5 -ELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES \ LINED WTH NAG SC250, OR `S
11 INLET PROTECTION SHALL REMAIN UNTIL THE SITE IS FULLY STABILIZED. EASEMENT FRANKLIN COUNTY \ \ APPROVED EQUAL. - THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND EROSION &SEDIMENT CONTROL
D B. 1198, PG. 217 \ _ _ SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE - PHASE 1
12. UPON COMPLETION AND APPROVAL By NCDEQ, REMOVE ANY REMAINING EROSION CONTROL p. B. 2010, PG. 172 \ \ _ CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
MEASURES. PIN# /86552-9270 \\ S \ o ESTABLISHED. THE FORM CAN BE -ACCESSED AT:
13. ALL DISTURBED AREAS TO BE STABILIZED AND GROUNDCOVER SHOULD BE ACHIEVED WITHIN 11 \\ \\\ / i I PJIDE .NC.GOV/ABOUT"\ASIONSIENERGY-MINERAL-IANDRESOURCESlERO510NSEgMENT-CONTROL/FORMS / _
WORKING DAYS, FOLLOW NG COMPLETION OR DEVELOPMENT PER NPDES CONSTRUCTION \ \\ 1 \V-
STORMWATER GENERAL PERMIT NCG010000. \ a� \ `� \ /' IF VO HAVE UESTI S OR ANNO .`CCE S THE ORM, EASE ONTA THE LEIG REGIO AL OF CE
O 1017 THIS DRAWING SHALL NOT W REPRODUCED IN W HOLE p IN AT (819) 79112(X7.
PART WITHIXIT WR71'TEN PERMISSKIN OF FLM ENGINEERING, MC.
SHEET 7 OF 17

LEGEND
EX. PROPERTY LINE
EX RIGHT -OF -WAV
- - - - - - EX. ADJACENT OWNERS
- - - - - - - - EX. EASEMENT
- EX. ROAD CENTERUNE
EX. CHANNEUSTREAM
w - W _ W - W - W
y
6100 pUeL/C B (ERg
' KEEN
+- m -.• - - _ -- _ o� �. _ APPROX. LOCATION ENGINEERING
- EX. CHANNEUSTREAM BUFFER
- -- EX. CHAIN LINK FENCE r F" r -I �- _� - EX 16'WATERL/NE
- I I EX DRIVEWAY TO / ` �II7; �_
-OHW-OHW- EX. OVERHEAD ELECTRIC LINE rur. � I I BE CLOSED / q'' �` (DEPTH UNKNOWN)
'4�R ^�" r.INxir RBN1Hra I � � /f � � � - _ -- -- \ � _ POST OFFICE BOX 91727
W - W - EX. WATER LINE -- - ---- -- --... - _-_---_-_ _ - --_--- I 1 ABANDONED EX SAN/TARY S` �� \ \ ` \\ RALEIGH. NORTH CAROLINA 27675
SEWER MANHOLE TYP PROP. x ^�
- SS - SS EX. SANITARY SEWER rFF'�+ r ,'r`�"s I waA+N� . I ; ) 1 / / / CONCRETE 7-�- J / _ ��- , \ FIRM NCLICENSE NUMBER C4222
_ VVV -- p� 1 PHONE: [phone]
/ �i� EX FENCE AND EDGE OF --� / WASHOUT PIT IV \ \
SD - SD EX. STORM SEWER -- --- - - - --- - -- - - --- - -- - - ----- 1 ASPHALTPAVEMENT l - Hw
L.v':a�uy. ry.uwn>Hrr.r.rr.w, 1 1 �/ - / �- 25�FItON 1
EX. TREE LINE \ / / T YAC SETBgC DNA, \ W \
'/
PROP. LOT LINES ��uw.rwr.rrrrewH, urN rrrF.r.rlwr 1 1 __�t� K
--- - - - - PROP. SETBACK UNE _ 1 1 i� ' PROP. LIMITS OF STAGING, / / OlyW�\
/�� STOCKPILE, AND/OR CONCRETE 9 W
----- --- - WASHOUT AREA LOCATED 50' 3 / \ '•
PROP. EASEMENT 1 1�/ / IY
325 PROP. MAJOR CONTOUR (5') 1 / / / �i FROM STORM DRAINS AND 1 / / I l % Dl'IW :'. .- •,,, Z
i
i� 1 SURFACE WATERS / PROP. 24 x 100 TEMPORARY . / -
324 PROP. MINOR CONTOUR (1') I w my c CONSTRUCTION ENTRANCE 395' = /•" ✓L -
-- W - - W --- PROP. WATER LINE f / J \
_SS -SS - PROP. SANITARY SEWER iQ I //"1 \ / - \ / / �'•: -
PROP. STORM SEWER'
PROP. TEMPORARY DIVERSION 3 / Sys, - / 390' -
PROP. CURB INLET (SEE PERMANENT SWALE #1 FOR CALCULATIONS) / PROP. INLET
cm PROP DIVERSION DITCHES PROTECTION (TVP)
ALL SWALES AND TEMP.
PROP. FLARED END SECTION ' �
LD - LD PROP. LIMIT OF DISTURBANCE / / Y
TOWN OF FRANN I SHALL BE STABILIZED WITHIN 7 DAYS (TVP. CB -1
/m0 REVISION HISTORY
- » 1D » - PROP. TEMPORARY DIVERSION DITCH 0' SANITARY SEWERSEWER �I
I
EASEMENT I
SF SF PROP. SILT FENCE I I It CB -2 t/ /W / 385' # DESCRIPTION DATE B`
-x-%-K-Ic-x-%X-%- PROP. BAFFLE /
1 /1 F / ADDRESS NTS1/17J2018 FL
EO
-� PROP. FAIRCLOTH SKIMMER I / / l l W JOHN WILLIAM POPE l
- PROP. SLOPE PROTECTION l / D.B. 208. PG. 96 I COMMENTS 1/23/2018 FLI / $ / 1ADDRESS NCDEQ
3 2
® PROP -CONSTRUCTION ENTRANCE I I ^ 2/12/2018 FLI
I N# 17. -6 57 3 ADDRESS FCPU
PROP. HORSESHOE INLET PROTECTION/CHECK DAM I I l / 380' PIN# i86Se6-3841 / COMMENTS
® PROP. SILT FENCE OUTLET
❑ PROP. INLET PROTECTION /
EROSION CONTROL NOTES PROP. SILT FENCE
-1--� / /
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH NCDEQ It WAY I I l EX CONCRETE PAD CB -3 (TYP.)
_ / 375'
STANDARDS.-
40' PUBLIC RIGHT-OF-WAY 1 365
2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WURKING I I WF PROP. CHECK DAM /
CONDITION DURING THE PERIOD OF CONSTRUCTION. - - , - I / FRANKLIN COUNTY /\�- C84 b ( / (TYR)
OB 1198, PG. 217 r /
3. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED MEASURES I ( / P 8. 010, PG. 172 0 / �S• v g8
MAY BE NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS. I I PIN 186552-9270
4. THE TOTAL DISTURBED AREA IS 5.24 ACRES. - - - - - - - -- -I�
PROP. TEMPORARY DIVERSION 2
I _ (SEE PERMANENT SWALE #2 FOR CALCULATIONS)
5. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT LOW POINTS ALONG SILT FENCE AS I / / W / '{'pj / / / - ALL SWALES AND TEMPORARY DIVERSION DITCHES I ORIGINAL PLAN SIZE: 24" X 36"
NECESSARY. SHALL BE STABILIZED NATHIN 7 DAYS (TVP.)
EX SANITARY SEWER l I / 380' p/ 1
6. PERMANENT SWALES TO BE UTILIZED AS DIVERSION DITCHER DURING CONSTRUCTION PER
CALCULATIONS ON SHEET C-3. MANHOLE (11'P) I i /
7, SEE EROSION CONTROL CALCULATIONS ON SHEET C-3 L PROP. HORSESHOE INLET I I
\ /\ PROTECTION (TVP)
8. SKIMMER BASIN GRADER SHOWN ARE 2.SM:1V STARTING AT ELEVATION 369. \\ \
9. CONTRACTOR SHALL ESTABLISH GROUND COVER IMMEDIATELY AFTER DISTURBANCE \ iP CB -5
DUURING CONSTRUCTION OF PERMANENT SWALES AND OTHER IMPROVEMENTS ON THE 1 \ sit C86\/ t // \ \ I O O I ISSUED FOR
\ ,rt ,1/,F ) u � PERMITTING
10. PROVIDE STABLE TRANSITION R TEMPORARY DIVERSION ENTRANCE TO BASIN -LINE THE \\ V \\\ _- I pl-7 �', - \ JOHN WILLIAM POPE ( Q DO NOT USE FOR CONSTRUCTION
SLOPE AT ENTRANCE WITH 12' ROCK RIPRAP. Lq ,,-
CONSTRUCTION SEQUENCE \\ 370. ! / \ Q l ? oB 2016A c 396 Q
- J 'o. PIN# 186566-2587 \ U
1. OBTAIN NCDEO LAND DISTURBANCE PERMIT AND SCHEDULE A PRE -CONSTRUCTION MEETING / \ \ I T S / I Q m 40 20 0 40
PHASEI \ \ v- /
\\ \ / 1 KIMMER BASIN SLOPE / ( �� I SCALE: 1INCH=40 FEET
WITH A RALEIGH REGIONAL OFFICE LAND QUALITY INSPECTOR A MINIMUM OF 72 HOURS PRIOR X\/'��-" \ I. / MATTING TO BE NAG V SCALE ADJUSTMENT
TO CONSTRUCTION BEGINNING. ADDITIONALLY, THE RALEIGH REGIONAL OFFICE MUST BE EX SANITARY SEWER LINE (NPJ-/--fff l \ 575, OR APPROVED / FO
NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCING LAND DISTURBANCE. CONTACT THE (SIZE AND MATERIAL UNKNOWN \ \ l_ EQUAL; SLOPES SHALL ( TIM BAR IS 1 INCH IN LENGn
RALEIGH REGIONAL OFFICE AT 91 9-791 4 20 0. ) BE STABIUZED WITHIN 7 - I ON ORIGINAL IXUWING
\ / DAYS (TYR)
2. INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE INSTALL THE PERIMETER MEASURE / \ \\ / .L I
INCLUDING SILT FENCE, DIVERSION DITCHES.AND THE SKIMMER SEDIMENT BASIN. UPON / I \ J` \ ROP. AFFL
\\ �n \ �S IF RIS HOT 1 INCH ON TIp
COMPLETION OF INSTALLATION, IMMEDIATELY SEED MULCH, AND ANCHOR EROSION AND / (TVP.) " \ I SHEET. ADJUST -R SLUE
SEDIMENTATION CONTROL MEASURES. TEMPORARY DIVERSIONS SHALL BE LINED HIN - J ACCCFDINGLv
TEMPORARY LINERS AS SHOWN IN THE TABLES ON SHEET C-3 AND STABILIZED WITHIN 7 DAYS. \ \ \� / i� CB -9 ^� I / I I
PROP. 20' 1 JI -
3. BEGIN CLEARING AND ROUGH GRADING OF SITE. ALL EXCAVATIONS PERFORMED SHALL BE \ / ' `\ tr�/ \ FRANKLIN COUNTY �/ ' CONSTRUCTION PLANS
BACKFILLED WITHIN THE SAME DAV, WITH SPOIL PLACEMENT ON UPSLOPE SIDE. \ "VV U' \ SANITARY SEWER I ' " FE$2 i / / I I I
PHASE 2 \ D= Al
\ EASEMENT S / \
4. INSTALL PROPOSED STORM DRAINAGE NETWORK AND INLET PROTECTION AS SHOWN ON THE / `\ \ ti\ '. /' 1 \ \\; \\� / f�-(\' X\�-` ^ PROP. CUT SLOPE j' I I CRAWFORD TOWNES
PLANS. ALL EXCAVATIONS PERFORMED SHALL BE BACKFILLED WITHIN THE SAME DAV, WATH / �\ r' / \ .y'ry TO BE GRADED AT N/F I NC HWY 56
SPOIL PLACEMENT ON THE UPSIDE SLOPE. / .)' `2l0 \ EX. STREAM �/ �\ X. 2.51 STARTING AT I
II X JOHNWauAMPOPE FRANKLINTON, NC 27525
(TYP) 1 / ' �� / - X'�X\ ELEVATION 389
5, INSTALL WATER AND SEWER ALL EXCAVATIONS PERFORMED SHALL BE BACKFILLED NATHAN THE \ T 37 - FOUNDATION
SAME DAY WITH SPOIL PLACEMENT ON THE UPSIDE SLOPE. SEWER SHALL BE INSTALLED UP TO / �� \ \ `PjI \\ i\X\1� XCX I / D. 018 PG. 396 I I
MANHOLE K1 Jg P.B. 7. PG. 58-59
If 0 � ' \^\ `A /" \- m X�� , _. j.. / ',, I PIN#186&6&2472
6, INSTALL THE REMAINING SEWER, INCLUDING THE AERIAL SEWER CROSSING, BY FIRST / PROP SPILLWAY
CONSTRUCTING THE CONCRETE SUPPORT PIERS. TIMBER MATTING SHALL BE UTILIZED TO / 50' TAR/PAMLICO \ Z' s. _ `/�J �, BERM GRADED AT 3'1
CROSS THE STREAM BANKS. AFTER PLACEMENT OF THE CONCRETE LS ONSUPPORTSH PIERS, ARMOR RIVER BUFFER FROM \ 366 I \ I / I I I Crosswind
THE STREAM BANKS WITH CLASS RIP RAP AS SHOWN ON THE DETAILS ON SHEET C-16. / TOPOF BANK (TYP) \ /Q v_ \ J /
COMPLETE THE SEWER INSTALLATION. / \ �`\( (L)\� v �REgR 1.Ro g�.BAC 365 PROP.SKIMMER
7. BEGIN FINISHED GRADING, FILLING,AND COMPACTION OF SITE. ��,765• I K � H/ BAST\N i'_NOTIFICATION OF COMBINED SELF-MONITORINGAND%9%,ODevetopment
8. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH PAVEMENT AND %I `l; SELF -INSPECTION FORM
�, \ \' 36p, o, ` DATE: 12-07-017
VEGETATION. SEE SHEET C-14 FOR SEEDING SCHEDULE. N \ `
PROP. SKIMMER INV. OUT 363; SCALE: AS SHOWN
\ - PROP. RI PRAP DISSIPATOR THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
8. ONCE SITE HAS BEEN STABILIZED, CONVERT SKIMMER BASIN TO STORMWATER WETLAND A8 o, `� � � LENGTH: 7.5'
RESPONSIBLE FOR HE APPROVED ER ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE FO THE PROJECT TO DESIGNED BY: FLM
APPLICABLE BY REMOVING ROUGH -17 SEDIMENT By MEANS OF A SILT BAG AND GRADING A ` \ \ ` F WIDTH: RI MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES PROVED BY: FLM
SHOWN ON SHEETS C-13 THROUGH C-17. \ " (' ' CLASS B RIPRAP DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
\\ r� ,) 22" THICK PROJECT NO.: 17022
10. THE CONSTRUCTION OF THE PROPOSED STORMWATER WETLAND AND ASSOCIATED RETAINING \ \ \ r - -/) TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DNR
EX VARIABLE WIDTH `�, / ' �! AND DEMLR DEVELOPED A COMBINED FORM. THE SELF4NSPECTION PROGRAM IS SEPARATE FROM THE
WALL SHALL NOT BEGIN UNTIL THE SITE IS FULLY STABILIZED. GREARIABL WIDTH
DTH N/F \\ ' \I -�� PROP. 30' WADE SPILLWAY TO BE o /
\ \ LINED WITH NAG SC250,OR / WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. EROSION& SEDIMENT CONTROL
11ANLET PROTECTION SHALL REMAIN UNTIL THE SITE IS FULLY STABILIZED. EASEMENT FRANKLIN COUNTY `, `\\ \ APPROVED EQUAL. THE FOCUS OF THE SELF4NSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
D 8. 1198, PG. 217 \ \ SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE -PHASE 2
12. UPON COMPLETION AND APPROVAL BY NCDEQ, REMOVE ANY REMAINING EROSION CONTROL P.B 2010, PG. 172 \ \ _ CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER I6
MEASURES. P/N# iB6S52-9270 \\ \ ESTABLISHED. THE FORM AN BE ACCESSED AT: C-8
\
13. ALL DISTURBED AREAS TO BE STABILIZED AND GROUNDCOVER SHOULD BE ACHIEVED WTHIN 14 \\ \\\\\ `\ \ 1 HRPJIDE .NC.GOV/ABOU7/DIWSIONSIENERGY-MINERAL A ANDRESOURCESIEROSIONSEDIMENT-CONTROL/FORMS / ' - Q
WORKING DAYS, FOLLOWING COMPLETION OR DEVELOPMENT, PER NPDES CONSTRUCTION I \ 1 \�/� (Vl
STORMWATER GENERAL PERMIT NCG010D00. \ \ \ IF VO HAVE UEBTI NS OR ANNO ACC S THE ORM, EASE ONTA THE LEIS EGIO AL OF CE
( AT(919)791 4200,
D17 TNM DRAWING SNALL NOT BE REPRODUCED IN WHO11-IN
IT WITHOUT WRITTEN PERMIS,pN OF FW ENGINEERING. WC. SHEET 8 OF17
FLM

NOTES
1. THE WETLAND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSTRUCTION SHALL
BE SEQUENCED SO THAT VEGETATION CAN BE PLANTED AND THE WETLAND BROUGHT ONLINE
WITHIN 14 DAYS. PLANTS MAY NEED TO BE WATERED DURING THIS TIME IF THE DEVICE IS NOT
BROUGHT ONLINE THE SAME DAY. STABILIZATION MAY BE IN THE FORM OF FINAL VEGETATION
PLANTINGS OR A TEMPORARY MEANS UNTIL THE VEGETATION BECOMES ESTABUSHED. IF USING
A TEMPORARY MEANS, CONTRACTOR SHALL PROVIDE A WET HYDROSEED MIX. CONTRACTOR
SHALL SCARIFY THE SOIL TO A HALF-INCH PRIOR TO HYDROSEEDING.
2. INLET AND OUTLET CHANNELS SHALL BE PROTECTED FROM SCOUR THAT MAY OCCUR DURING
PERIODS OF HIGH FLOW STANDARD EROSION CONTROL MEASURES SHOULD BE USED.
3. THE STORMWATER WETLAND SHOULD BE STAKED AT THE ONSET OF THE PLANTING SEASON.
WATER DEPTHS IN THE WETLAND SHOULD BE MEASURED TO CONFIRM THE ORIGINAL PLANTING
ZONES. AT THIS TIME, IT MAY BE NECESSARY TO MODIFY THE PLANTING PLAN TO REFLECT
ALTERED DEPTHS OR THE AVAILABILITY OF WETLAND PLANT STOCK CONTRACTOR SHALL
COORDINATE PLANTINGS, PLANTING ZONES AND WATER DEPTHS WITH THE ENGINEER.
SURVEYED PLANTING ZONES SHOULD BE MARKED ON AN 'AS-BUILT'OR RECORD DESIGN PIAN
AND LOCATED IN THE FIELD USING STAKES OR FLAGS.
4. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THE
PLANTING DATE (WHICH SHOULD COINCIDE WITH THE DELIVERY DATE FOR THE WETLAND PLANT
STOCK) TO PRESERVE SOIL MOISTURE AND WORKABILITY.
5. NURSERY STOCK SHALL BE TRANSPLANTED FROM LOCAL AQUATIC PLANT NURSERIES. THE
OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID -JUNE SO THAT THE
WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVES NEEDED
TO SURVIVE THE WINTER. HOWEVER SOME SPECIES MAY BE PLANTED SUCCESSFULLY IN EARLY
FALL. CONTRACTOR SHALL CONTACT NURSERY WELL IN ADVANCE OF CONSTRUCTION TO
ENSURE THAT THEY WALL HAVE THE DESIRED SPECIES AVARABLE.
6. POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN
DELIVERY OF THE PLANTS AND THEIR SUBSEQUENT INSTALLATION BECAUSE THEY ARE PRONE
TO DESICCATION. STOCK SHOULD BE FREQUENTLY WATERED AND SHADED
7. SHWT TO BE EVALUATED PRIOR TO CONSTRUCTION. IF SHWT IS WITHIN 6' OF PPE ELEVATION, A
CLAY LINER WILL NOT BE REQUIRED. OTHERWISE, INSTALLATION OF A S' CLAY LINER WILL BE
REQUIRED. CLAY LINER SHALL HAVE A MINIMUM 15% PASSING THE 8210 SIEVE AND A MAX
PERMEABILITY OF 1 X 10° CM/SEC. ACCEPTABLE ALTERNATIVES INCLUDE A 30 MIL POLY -LINER
OR A BENTONITE LINER.
8. GRADES SHOWN REPRESENT FINISH GRADE ELEVATIONS TO ACHIEVE FINISH GRADE
ELEVATIONS INSTALL 4'OF TOPSOIL.
9, PROVIDE PLANTS PER TABLE ON THIS SHEET DAM STRUCTURE AND PERIMETER FILL SLOPES
SHALL BE PLANTED WITH NON -CLUMPING TURF GRASS. TREES AND WOODY SHRUBS NOT
ALLOWED.
% CATTAILS SHALL NOT BE PLANTED IN WETLAND.
OUTLET STRUCTURE NOTES & SPECIFICATIONS
1. RCP OUTLET SHALL BE CLASS III RCP MEETING REQUIREMENTS OF ASTM C76. THE PIPE JOINTS
SHALL BE MORTAR OR FLEXIBLE PLASTIC TYPE JOINT
2, THE MANHOLE OUTLET RISER SHALL MEET ASTM C-913. THE MANHOLE JOINTS SHALL BE ASTM
0443 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE SECURELY ANCHORED TO PREVENT
SEPARATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THE MANHOLE SECTION
ANCHORING SYSTEM.
3. WATERTIGHT SEAL SHALL BE PROVIDED AT RISER/BARREL INTERFACE. PERVIOUS MATERIAL
SUCH AS SAND, GRAVEL, OR CRUSHED STONE SHALL NOT BE USEDAS BACKFILL AROUND THE
PIPE OR ANTI -SEEP COLLAR. FILL MATERIAL AROUND THE RISER/BARREL STRUCTURE SHALL BE
PLACED IN 4" LAYERS AND COMPACTED TO THE SAME DENSITY AS THE ADJACENT EMBANKMENT.
4. OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS V-2' ON CENTER. STEPS SHALL BE IN
ACCORDANCE WITH "COOT STD. 840.66.
5, CONCRETE ANTI -FLOATATION BLOCK SHALL BE PRECAST DURING FABRICATION. IF THE
CONCRETE ANTI -FLOATATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING THE ANTI -FLOATATION BLOCK TO THE
MANHOLE RISER ASSEMBLY.
6. ALL POURED CONCRETE SHALL BE A MINIMUM 3,000 PSI(28 DAY) UNLESS OTHERWISE NOTED.
7. NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED AROUND EACH JOINT OF THE RCP OUTLET
BARREL IN 7 WIDE STRIPS CENTERED ON JOINT. FABRIC SHALL BE AMOCO STYLE 4553
POLYPROPYLENE NON -WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON -WOVEN FABRIC).
BERM SPECIFICATIONS
I . ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED
TO AT LEAST 98% STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE
CONTENT. NO BLASTED MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS
SHALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS. THE ONSITE
GEOTECHNICAL ENGINEER SHALL APPROVE THE SOILS FOR PLACEMENT WITHIN THE BERM
SECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE METHODS TO BE USED FOR
PLACEMENT OF FILL
2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2,500
SQUARE FEET PER VERTICAL CUT OF FILL.
3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF TWO
FEET BELOW EXISTING GRADE. THE MINIMUM BOTTOM WIDTH SHALL BE WADE ENOUGH TO
PERMIT OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE SHALL BE
LESS THAN 7 WIDE. CONTRACTOR SHALL CONFIRM KEY TRENCH DEPTH AND WIDTH WITH THE
ON-SITEGEOTECHNICALENGINEER. SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL
REQUIREMENTS OF #1 ABOVE.
4. FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM OF B' LIFTS. EACH LIFT SHALL BE CONTINUOUS
FOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM
SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY
PREPARED FOR FILL PLACEMENT.
5, NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION.
6. WEIR SHALL BE LINED WITH NORTH AMERICAN GREEN SC250 MATTING, OR APPROVED EQUAL.
7. SIDE SLOPES SHALL BE LINED WITH NAG S75, OR APPROVED EQUAL.
8, INSTALL ANTI -SEEP COLLAR AT MIDPOINT OF OUTLET PIPE. CONCRETE SHALL BE 3,000 PSI (28
DAYS) AND REINFORCED WITH #4 REBAR 17' O.C. EACH WAY. MINIMUM BEARING CAPACITY
BENEATH COLLAR SHALL BE ZODO PSF.
41,
1 ` PROP. 20'FRANKLIN
COUNTY SANITARY
(' SEWER EASEMENT
TW376.00'
�(\ BW 369.00'
376.00' _
BW 369.00' `TW 375.00'
BW369.00'
366
�`.. / � y. •�/�1 Q 365
365 00'X
364.50 X
364 50' X
,. 364,21' X
BW 369
369.00' `/v\/ 364.50'X _._
\
.00' �
364.50' X V ~. \ 36d.2S' X-- 365.00' X
.4!;0 X
365/
PROP 30 LF WEIR AT ELEV. 367.00' , I B'
/ K LINED WITH NAG P300\\
X }\ A f (OR APPROVED EQUAL) \
•PROP. 30 LF 15' RCP
\ OUTLET PIPE Q 1.67%
PRO IN OUTS Lo l_
�1 1 PROP. RIPRAP ENDISSIPATOR
ERGY J
CLASS B IF
RAP 27' THICK
LENGTH 7 5'; WIDTH. 3.75'
+L 3H:1V(TYP.)
i
STORMWATER WETLAND PLAN VIEW
SCALE. 1" =20
PROP. RETAINING WALL
(DESIGN BY OTHERS)
PROP. 5'X 5' PRECAST
CONCRETE RISER STRUCTURE
4' X 4' GRATE ELEV. = 360.25'
1 - 2" ORIFICE ELEV. = 365.00'
15" INV OUT = 363.50'
PROP. 7' SCHED 40 PVC W/
90* TURNDOWN
INV 365.00'
77 PPE ELEV 365' i
'\ 12' DEEP POOL
STORMWATER WETLAND PLANTING TABLE
I
I
I ,
6" #57 STONE BEDDING
I
9 x
BOTANICAL NAME COMMON NAME
SIZE
SPACING
I
PLANTINGS (AREA = 2,568 SO. FT., 50 HERBACEOUS PLANTS PER 200 SO FT., 642 TOTAL PLANTS REQ.)
PROP. VARIABLE WIDTH PRIVATE
/
/
ACCESS & MAINTENANCE(EASEMENT
I
11
/
TW 369.00' I _ 365'
I
HYDROLEA QUADRIVALVIS WATERPOO
4CU. IN.
2'0.C.
128
PROP. 4'TALL BLACK
4 CU. IN.
9 ALUMINUM FENCE TO
SURROUND SCM
129
I` I
14 I
tl
PROP. 10' WIDE
J
/�
/ DOUBLESWINGGATE
4CU. IN.
2' O.C.
SHALLOW LAND PLANTINGS (AREA = 1,924 SO, FT., 50 HERBACEOUS PLANTS PER 200 SO, FT.; 481 TOTAL PLANTS REO)
160CAREXTENERA
PROP. 5'X 5' OUTLET I
STRUCTURE I
4CU. IN.
+L 3H:1V(TYP.)
i
STORMWATER WETLAND PLAN VIEW
SCALE. 1" =20
PROP. RETAINING WALL
(DESIGN BY OTHERS)
PROP. 5'X 5' PRECAST
CONCRETE RISER STRUCTURE
4' X 4' GRATE ELEV. = 360.25'
1 - 2" ORIFICE ELEV. = 365.00'
15" INV OUT = 363.50'
PROP. 7' SCHED 40 PVC W/
90* TURNDOWN
INV 365.00'
77 PPE ELEV 365' i
'\ 12' DEEP POOL
T
3" TO 6" SHALLOW WATER
7 DEEP POOL
STORMWATER WETLAND PLANTING TABLE
- - - - - -
6" #57 STONE BEDDING
QUANTITY
BOTANICAL NAME COMMON NAME
SIZE
SPACING
SHALLOW WATER
PLANTINGS (AREA = 2,568 SO. FT., 50 HERBACEOUS PLANTS PER 200 SO FT., 642 TOTAL PLANTS REQ.)
8,231 20,246
128
ACORUS SUBCORDATUM ISWEETFLAG
4 CU. IN,
2' O.C.
128
HYDROLEA QUADRIVALVIS WATERPOO
4CU. IN.
2'0.C.
128
IRIS VIRGINICA BLUE FLAG IRIS
4 CU. IN.
70.C.
129
SAGITTARIA LATIFOLIA DUCK POTATO
4 CU. IN.
2' O.C.
129
SAURURUS CERNUUS LIZARD'S TAIL
4CU. IN.
2' O.C.
SHALLOW LAND PLANTINGS (AREA = 1,924 SO, FT., 50 HERBACEOUS PLANTS PER 200 SO, FT.; 481 TOTAL PLANTS REO)
160CAREXTENERA
QUILL SEDGE
4CU. IN.
70.C.
160
HIBISCUS COCCINEUS SCARLET ROSE MALLOW
4CU.
161
LOBELIA ELONGATA LONGLEAF LOBELIA
4 CU,
DEEP POOL
SHALLOW WATER AREA
30
ELEOCMARIS ACICULARIS
NEEDLE SPIKERUSH
RARE ROOT
WA
30
NUPHAR LUTEA SSP. ADVENA
YELLOW POND-ULY
BARE ROOT
WA
T
3" TO 6" SHALLOW WATER
7 DEEP POOL
4'
INSIDE
- - - - - -
6" #57 STONE BEDDING
325-
EX, MAJOR CONTOUR (10)
4'X 4'X1' J
CONCRETE SUMP
STORMWATER WETLAND CROSS-SECTION
NOT TO SCALE
PROP. TRASH RACK
TOP OF BANK
ELEV. =368.00'
PROP. EMERGENCY SPILLWAY
ELEV. = 367.00';
LINED WITH NAG SC250
(OR APPROVED EQUAL)
ANTI -SEEP COLLAR
INV OUT = 363.50'
30 LF 15" RCP @ 1.67%
1 1
1 1
2 FES INV =363.00'
(MIN)i KEY TRENCH
LEGEND
- -
EX. RIGHT-OF-WAY
- - - - - -
EX. ADJACENT OWNERS
325-
EX, MAJOR CONTOUR (10)
61255 51799
EX MINOR CONTOUR (7)
- -
EX. FEMA FLOODPLAIN BOUNDARY
8,231 20,246
EX. STREAM
-
EX. STREAM BUFFER
K
EX. FENCE
- OHW- OHW-
EX. OVERHEAD ELECTRIC LINE
EX. WETLANDS
PROP. PARCEL BOUNDARY
- -
PROP. RIGHT -OF -WAV
PROP. LOT LINES
-
PROP. ROAD CENTERLINE
_LD -LD
PROP. LIMIT OF DISTURBANCE
-----------
PROP. EASEMENT
PROP. WATER LINE
PROP. SANITARY SEWER
PROP. STORM SEWER
325
PROP. MAJOR CONTOUR (5')
324
PROP. MINOR CONTOUR (11
PROP. DRAINAGE SWALE
SHALLOW LAND AREA
SHALLOW WATER AREA
DEEP POOL AREA
STORMWATER WETLAND MAINTENANCE NOTES
1. THE LANDSCAPE PROFESSIONAL MANAGING THE WETLAND MUST
UNDERSTAND THE BIOLOGICAL REQUIREMENTS OF THE PLANTS AND
MANAGE WATER LEVELS APPROPRIATELY TO PROVIDE FOR THEIR NEEDS.
Z ALTHOUGH WETLAND PLANTS REQUIRE WATER FOR GROWTH AND
REPRODUCTION, THEY CAN BE KILLED BY DROWNING IN EXCESSIVELY
DEEP WATER. USUALLY, INITIAL GROWTH IS BEST WITH TRANSPLANTED
PLANTS IN WET, WELL-AERATED SOIL. OCCASIONAL INUNDATION
FOLLOWED BY EXPOSURE TO AIR OF THE MAJORITY OF THE VEGETATION
ENABLES THE PLANTS TO OBTAIN OXYGEN AND GROW OPTIMALLY.
CONVERSELY, FREQUENT SOIL SATURATION IS IMPORTANT FOR WETLAND
PLANT SURVIVAL
3. DRAMATIC SHIFTS CAN OCCUR AS PLANT SUCCESSION PROCEEDS. THE
PLANT COMMUNITY REFLECTS MANAGEMENT AND CAN INDICATE
PROBLEMS OR THE RESULTS OF IMPROVEMENTS. FOR EXAMPLE, A
REQUIREMENT OF SUBMERGED AQUATIC PLANTS, SUCH AS PONDWEED
(POTAMOG ETON SPP.), IS LIGHT PENETRATION INTO THE WATER COLUMN.
THE DISAPPEARANCE OF THESE RANTS MAY INDICATE INADEQUATE
WATER CLARITY. THE APPEARANCE OF INVASIVE SPECIES OR
DEVELOPMENT OF A MONOCULTURE IS ALSO A SIGN OF A PROBLEM WITH
THE AQUATIC/SOILNEGETATIVE REQUIREMENTS. FOR INSTANCE, MANY
INVASIVE SPECIES CAN QUICKLY SPREAD AND TAKE OVER A WETLAND. IF
CATTAILS BECOME INVASIVE, THEY CAN BE REMOVED BY A LICENSED
AQUATIC PESTICIDE APPLICATOR BY WIPING AQUATIC GLYPHOSATE, A
SYSTEMIC HERBICIDE, ON THE CATTAILS.
4. UNLIKE MAINTENANCE REQUIREMENTS FOR WET OR DRY STORMWATER
PONDS, SEDIMENT SHOULD ONLY BE SELECTIVELY REMOVED FROM
STORMWATER WETLANDS, PRIMARILY FROM THE FOREBAY.SEDIMENT
REMOVAL DISTURBS STABLE VEGETATION COVER AND DISRUPTS
FLOWPATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF
SEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVER
THE SURFACE OF THE WETLAND AFTER THE COMPLETION OF SEDIMENT
REMOVAL TO RE-ESTABUSH THE VEGETATIVE COVER USING ITS OWN
SEED BANK. ACCUMULATED SEDIMENT SHOULD BE REMOVED FROM
AROUND INLET AND OUTLET STRUCTURES.
STAGE -STORAGE TABLE
ELEVATION
(FT)
SURFACEAREA TOTALSTORAGE
(SF) (CF)
365.00
51355 0
366.00
61255 51799
387.00
7,215 12,528
366.00
8,231 20,246
CALL 48 HOURS BEFORE
YOU DIG
ftAw
NORTH CAROLINA
ONE -CALL CENTER
1 -Ann _R1O -AO
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
�OPSH-
=; Z,
8 .rr.r..
REVISION HISTORY
REV
DESCRIPTION DATE BY
1
ADDRESS NCDEQ
j/12/2018
COMMENTS FLM
2
ADDRESS NCDEO
COMMENTS 1/2312018 FLM
ADDRESS FCPU
3
COMMENTS 3112/2018 FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
20 10 0 20
SCALE: 1 INCH = 20 FEET
N SCALE ADJUSTMENT
THIS BAR IS t INCH IN LENGTH
OU ORIGINAL I-ING
0
I
W IT IS NOT t INCH ON THIS
SWEET. ADJUST YOUR S -E
ACCORDINGLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
Crosswind
W Development
DATE: 12-07-2017
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 17022
STORMWATER MANAGEMENT
DETAILS
C-9
SHEET 9 OF 17

fill
1 1 1 111
EX. PROPERTY LINE
PROP. VARIABLE WIDTHPUBLIC
w��
UTILITY
EASEMENT
ila-6
zi
ZSTA: 0+70.41
EX. MINOR CONTOUR (1')
- - -
- - -
03
---------
N
ELEV'. 399.31
Ir
ADDRESS NCDEO
EX. ROAD CENTERLINE
-
2
GA'3 m
o'3 I
I
EX. CHANNEUSTREAM BUFFER
ADDRESicurc U 2/12/2018 FLM
I
m
- OHW-
OHW-
�sSEEN
LVC: 100.00
E 113
EX. WATER LINE
�,�®III\�.
�il��filial►�. �II®.i�ll`ii��ii!�
EX. SANITARY SEWER
11
EX. STORM SEWER
PRO VAR
OP.VAI IABLE DTH
PRIVATE UTILITY EASEMENT
qr
40(
i1t
m
m
C
D
0
Z 380
370
360
35S
EX SANITARY,,
SEWER LINE (TYP.) /
365 (S/ZE ANO MATERIAL I /
UNKNOWN)
/I/ /
/
PROP. 20' FRANKLIN /I
( COUNTY SANITARY � / I
SEWER EASEMENT
� I
PROP CONCRETE PIER Q
STA 7+20.72 (8'x 3' FOOTING)
3
I
y I
EX SANITARY SEWER
MANHOLE
TOP = 370.83'
INV IN=36252'
INV. OUT = 362 23'
EX. PROPERTY LINE
+ F I
w��
�1��I�
IIS IlMIM
-
EX. MAJOR CONTOUR IF)
ZSTA: 0+70.41
EX. MINOR CONTOUR (1')
- - -
- - -
EX. ADJACENT OWNERS
---------
N
ELEV'. 399.31
-
ADDRESS NCDEO
EX. ROAD CENTERLINE
-
2
EX. CHANNEUSTREAM
-
K: 49.47
EX. CHANNEUSTREAM BUFFER
ADDRESicurc U 2/12/2018 FLM
EX. CHAIN UNK FENCE
- OHW-
OHW-
�sSEEN
LVC: 100.00
E 113
EX. WATER LINE
�,�®III\�.
�il��filial►�. �II®.i�ll`ii��ii!�
EX. SANITARY SEWER
SD
EX. STORM SEWER
n
11
PROP. LOT LINES
-----------
o e
uj ow
w
-----------
PROP. EASEMENT
PROP. MAJOR CONTOUR (5')
>>
>
w
PROP. MINOR CONTOUR (1')
- W -
W
PROP. WATER LINE
EX SANITARY,,
SEWER LINE (TYP.) /
365 (S/ZE ANO MATERIAL I /
UNKNOWN)
/I/ /
/
PROP. 20' FRANKLIN /I
( COUNTY SANITARY � / I
SEWER EASEMENT
� I
PROP CONCRETE PIER Q
STA 7+20.72 (8'x 3' FOOTING)
3
I
y I
EX SANITARY SEWER
MANHOLE
TOP = 370.83'
INV IN=36252'
INV. OUT = 362 23'
NOGCEO IN WHOLE GR
FLM ENGINEERNIG, INC.
40 20 0 40
SCALE: i INCH = 40 FEET
HORIZONTAL SCALE
5+00
STATION
ROADWAY PROFILE VIEW
8+00 7+00 8+00
4 2 0 4
SCALE: 1 INCH = 4 FEET
VERTICAL SCALE
LEGEND
EX. PROPERTY LINE
+ F I
EX. RIGHT -OF -WAV
-
EX. MAJOR CONTOUR IF)
ZSTA: 0+70.41
EX. MINOR CONTOUR (1')
- - -
- - -
EX. ADJACENT OWNERS
---------
N
ELEV'. 399.31
-
ADDRESS NCDEO
EX. ROAD CENTERLINE
-
2
EX. CHANNEUSTREAM
-
K: 49.47
EX. CHANNEUSTREAM BUFFER
ADDRESicurc U 2/12/2018 FLM
EX. CHAIN UNK FENCE
- OHW-
OHW-
EX. OVERHEAD ELECTRIC LINE
LVC: 100.00
W -
EX. WATER LINE
- SS -
SS
EX. SANITARY SEWER
- SD -
SD
EX. STORM SEWER
n
EX. TREE LINE
PROP. LOT LINES
-----------
o e
uj ow
w
-----------
PROP. EASEMENT
PROP. MAJOR CONTOUR (5')
>>
>
w
PROP. MINOR CONTOUR (1')
- W -
W
PROP. WATER LINE
-410 -SS -S5
PROP. SANITARY SEWER
_ w _
PROP. STORM SEWER
DG
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
EX. CENTERLINE-'
WITH GATE VALVE AND TEE
---- -
-------
GRADE
I
^
i
MH -1
1
1
4DIA.
T
-STAO+70.89
RIM:399.04
-^\
INV OUT :392.50 6' SDR35
PVC
\
PROP. 17'R
STA 1+89.33
3
PI'O
\
\\\
CL INV. 390.25'
0448%
\
PROP. CENTERLINE
GRADE
MAINTAIN
MINMUM VERTICAL
\
SEPARATIONS
BETWEEN WATER,
\
SEWER "STORM (TYP.)
\
(SEE NOTES 1, 2 8 3)
3+27.90
384.00'
\
ST
C L Ih
MH -2
4' DIA
STA3+70.89
\
I M
R56' .93
INV IN:3791.15 6' SDR35 PVC
^
\\��-
EX.MANHOLE
INV OUT:378.956' S5
DR3
PVC 2?
4'DIA
7B'
STA7+48.09
S
\ EX. RI M'. 370.83
SA{.C,
INV IN: 362438" CL350 RJ DIP
\
PROP. 17' RCP
Q
EX. INV IN: 382.52 (SIZE 8 MATERIAL UNKNOWN)
\
STA 4+57.11
EX. INV OUT. 362.23 (SIZE & MATERIAL UNKNOWN)
CL INV. 378.43'
PROP. CENTERLINE INVERT
\
OF RCP STORM DRAINAGE
3 \V /
CULVERT(TVP.)
/
PROP.
157LFG18. `0 /
CL35
STA 5+8273
DIP
CLINV.371.21' MH -3
2.18%, /
4' DIA.
STA 5+91.00
RIM .375.05
INV IN388.056' SDR35
PVC 1 I
INV OUT:365.85 8' CL350
RJ DIP
1
(
� G -
PROP. AERIAL CROSSING. ( )
LF OF i6' STEEL CASING PIPE PROP. CONCRETE
Q380
( SUPPORT PIERS
TYP.)
EX.CHANNEL
ee
d
em
I;
em
O
vm
i8
m°1
i7
,e'im
$m
.p1+im
�n
mm
^�
.^00
w .'9i0+O
010
r-
w
w
W
w
w
LL w
I, O
i7 w
i; O
O O
i; O
i7 O
O
w i;
w
w
ww
Iw
w
NOGCEO IN WHOLE GR
FLM ENGINEERNIG, INC.
40 20 0 40
SCALE: i INCH = 40 FEET
HORIZONTAL SCALE
5+00
STATION
ROADWAY PROFILE VIEW
8+00 7+00 8+00
4 2 0 4
SCALE: 1 INCH = 4 FEET
VERTICAL SCALE
LEGEND
NOTES
1, SEE UTILITY PLAN (SHEET 05) FOR WATER AND SEWER
CONSTRUCTION NOTES.
+100
2. SEE UTIUTY PLAN (SHEET C-5) FOR WATER APPURTENANCES,
WATER SERVICES AND SEWER SERVICES.
3. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTILITIES WTHIN THE PROJECT AREA.
4. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING '
WDRK.
5, THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF '
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
390 6. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ,
THE REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
7. ALL TOWNHOMES WITHIN 500' RADIUS OF EITHER EXISTING OR
PROPOSED FIRE HYDRANTS. <
8. ALL WATER AND SEWER UTILITIES LOCATED WTHIN PUBLIC
EASEMENTS TO BE MAINTAINED BY FRANKUN COUNTY PUBLIC
UTILITIES. ALL OTHER WATER AND SEWER UTILITIES TO BE
PRIVATE AND MAINTAINED BY PRIVATE ENTITY.
380
170
80
m
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER G-4222
EX. PROPERTY LINE
- -
EX. RIGHT -OF -WAV
-
EX. MAJOR CONTOUR IF)
- -
EX. MINOR CONTOUR (1')
- - -
- - -
EX. ADJACENT OWNERS
---------
N
- EX. EASEMENT
-
ADDRESS NCDEO
EX. ROAD CENTERLINE
-
2
EX. CHANNEUSTREAM
-
COMMENTS 1/2312018 FLM
EX. CHANNEUSTREAM BUFFER
ADDRESicurc U 2/12/2018 FLM
EX. CHAIN UNK FENCE
- OHW-
OHW-
EX. OVERHEAD ELECTRIC LINE
- W -
W -
EX. WATER LINE
- SS -
SS
EX. SANITARY SEWER
- SD -
SD
EX. STORM SEWER
EX. TREE LINE
PROP. LOT LINES
-----------
PROP. SETBACK UNE
-----------
PROP. EASEMENT
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
- W -
W
PROP. WATER LINE
-410 -SS -S5
PROP. SANITARY SEWER
PROP. STORM SEWER
DG
PROP. GATE VALVE
PROP. FIRE HYDRANT ASSEMBLY
WITH GATE VALVE AND TEE
NOTES
1, SEE UTILITY PLAN (SHEET 05) FOR WATER AND SEWER
CONSTRUCTION NOTES.
+100
2. SEE UTIUTY PLAN (SHEET C-5) FOR WATER APPURTENANCES,
WATER SERVICES AND SEWER SERVICES.
3. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTILITIES WTHIN THE PROJECT AREA.
4. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING '
WDRK.
5, THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF '
ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE
WHEN OPERATING AROUND EXISTING UTILITIES.
390 6. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ,
THE REPAIR OF ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
7. ALL TOWNHOMES WITHIN 500' RADIUS OF EITHER EXISTING OR
PROPOSED FIRE HYDRANTS. <
8. ALL WATER AND SEWER UTILITIES LOCATED WTHIN PUBLIC
EASEMENTS TO BE MAINTAINED BY FRANKUN COUNTY PUBLIC
UTILITIES. ALL OTHER WATER AND SEWER UTILITIES TO BE
PRIVATE AND MAINTAINED BY PRIVATE ENTITY.
380
170
80
m
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER G-4222
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
40 20 0 40
SCALE: 1 INCH= 40 FEET
SCALE ADJUSTMENT
IRIS MR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
K IT M NOT INCH ON THIS
-.-Al TYOUR.0
ACCORIN-1.1
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
1*t4vetopment
rosswind
DATE: 12-07-2017
SCALE: ASSHOWN
DESIGNED BY: FLM
4PPROVED BV: FLM
PROJECT NO.: 17022
ROADWAY PLAN & PROFILE
C-10
SHEET 10 OF 1
REVISION HISTORY
REV
N
DESCRIPTION DATE BY
1
ADDRESS NCDEO
COMMENTS 1/12/2018 FLM
2
ADDRESS NCDEO
COMMENTS 1/2312018 FLM
3
ADDRESicurc U 2/12/2018 FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
40 20 0 40
SCALE: 1 INCH= 40 FEET
SCALE ADJUSTMENT
IRIS MR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
K IT M NOT INCH ON THIS
-.-Al TYOUR.0
ACCORIN-1.1
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
1*t4vetopment
rosswind
DATE: 12-07-2017
SCALE: ASSHOWN
DESIGNED BY: FLM
4PPROVED BV: FLM
PROJECT NO.: 17022
ROADWAY PLAN & PROFILE
C-10
SHEET 10 OF 1

DOUBLE YELLOW
CENTER UNE
i
0
395'
EX. DRIVEWAY TO _ EX. CURB 8 GUTTER
BE CLOSED ,� TO BE REMOVED \
l \ I \
0
395'
I
EX DRIVEWAY TO _ EX. CURB 8 GUTTER
BE CLOSED
\/ TO BE REMOVED \
10]IH7 THS DRAWING sHAIL NOT W REP
- WITHOUT WRITTEN FFRI-ON OF
NC HWY 56 (E GREEN S7)
60' PUBLIC RIGHT-OF-WAY
16o'
DEPARTURE TAPER (A)
PROP. ROAD WIDENING;
YELLOW DIAGONALS SEE SHEET C-10 FOR
SPACED 35' APART TYPICAL SECTION
EX EDGE OF - - - -
PAVEMENT(TYP.) _ww OHW
L- __ _-
SOLID WHITE
PROP. STRIPING TO EDGE LINE WHITE MINI
TIE IN AND MATCH SKIPS
EXISTING (TYP.) I
I PROP. VARIABLE WIDTH
PUBUC UTILITY EASEMENT
PROP. VARIABLE WIDTH
V ^P=IVATE UTIUTV EASEMENT
EJC EDGE OF _-
PAVEMENT(TYP)
NC HWY 56 (E GREEN S7)
60' PUBLIC RIGHT-OF-WAY
DEPARTURE TAPER (A)
PROP. ROAD WIDENING;
SEE SHEET C-10 FOR
TYPICAL SECTION
APPROX. LOCA TIONEX 16'WATERLINE
(DEPTH UNKNOWN; CONTRACTOR TO VERIFY LINE
LOCATION PRIOR TO START OF CONSTRUCTION)
1501
STORAGE
r SOLID WHITE
Wry
TT
12'
Cl,*
150'
DECELERATION LENGTH (D)
VPAVED
SHOULDER SOLID WHITE
EDGE LINE - WHITE MINI SKIPS
-W
-- --- --.-.-..- W w wW�
1'PAVED
�r SHOULDER ll
OHw, OHW,
I 10' X 70' SIGHT TRIANGLE (TYP.) EX. CURB 8 GUTTER
TO BE REMOVED
PROP. 24"
CURB 8 GUTTER (TVP.)
I
TURN LANE STRIPING PLAN
-F
APPROX LOCATIONEX 18'WATERUNE
(DEPTH UNKNOWN; CONTRACTOR TO VERIFY LINE
LOCATION PRIOR TO START OF CONSTRUCTION)
50'
STORAGE
106'
APPROACH TAPER (34 A)
- PROP. 30" CURB
EX. PROPERTY LINE
- -
EX. RIGHT -OF -WAV
- -
EX. ADJACENT OWNERS
MATCH EXISTING
EX. EASEMENT
POLICY ON STREET AND DRIVEWAY ACCESS", DATED JULY,
EX. ROAD CENTERUNE
-
EX. CHANNEUSTREAM
-
EX. CHANNEUSTREAM BUFFER
3. ROAD WIDENING 8 TAPER CALCULATIONS BASED ON W='
EX. CHAIN LINK FENCE
- OHW OHW-
EX. OVERHEAD ELECTRIC LINE
W W
EX. WATER LINE
- SS - SS
EX. SANITARY SEWER
- SD SD
EX. STORM SEWER
5. ROAD WIDENING SHALL INCLUDE 1.5" FULL WIDTH OVERLAY.
EX. TREE LINE
PROP. LOT LINES
-- --
PROP. SETBACK LINE
-----------
PROP. EASEMENT
325
PROP. MAJOR CONTOUR (5')
324
PROP. MINOR CONTOUR (1')
--- W ------ W -
PROP. WATER LINE
----.
PROP. ROAD WIDENING
10]IH7 THS DRAWING sHAIL NOT W REP
- WITHOUT WRITTEN FFRI-ON OF
NC HWY 56 (E GREEN S7)
60' PUBLIC RIGHT-OF-WAY
16o'
DEPARTURE TAPER (A)
PROP. ROAD WIDENING;
YELLOW DIAGONALS SEE SHEET C-10 FOR
SPACED 35' APART TYPICAL SECTION
EX EDGE OF - - - -
PAVEMENT(TYP.) _ww OHW
L- __ _-
SOLID WHITE
PROP. STRIPING TO EDGE LINE WHITE MINI
TIE IN AND MATCH SKIPS
EXISTING (TYP.) I
I PROP. VARIABLE WIDTH
PUBUC UTILITY EASEMENT
PROP. VARIABLE WIDTH
V ^P=IVATE UTIUTV EASEMENT
EJC EDGE OF _-
PAVEMENT(TYP)
NC HWY 56 (E GREEN S7)
60' PUBLIC RIGHT-OF-WAY
DEPARTURE TAPER (A)
PROP. ROAD WIDENING;
SEE SHEET C-10 FOR
TYPICAL SECTION
APPROX. LOCA TIONEX 16'WATERLINE
(DEPTH UNKNOWN; CONTRACTOR TO VERIFY LINE
LOCATION PRIOR TO START OF CONSTRUCTION)
1501
STORAGE
r SOLID WHITE
Wry
TT
12'
Cl,*
150'
DECELERATION LENGTH (D)
VPAVED
SHOULDER SOLID WHITE
EDGE LINE - WHITE MINI SKIPS
-W
-- --- --.-.-..- W w wW�
1'PAVED
�r SHOULDER ll
OHw, OHW,
I 10' X 70' SIGHT TRIANGLE (TYP.) EX. CURB 8 GUTTER
TO BE REMOVED
PROP. 24"
CURB 8 GUTTER (TVP.)
I
TURN LANE STRIPING PLAN
-F
APPROX LOCATIONEX 18'WATERUNE
(DEPTH UNKNOWN; CONTRACTOR TO VERIFY LINE
LOCATION PRIOR TO START OF CONSTRUCTION)
50'
STORAGE
106'
APPROACH TAPER (34 A)
- PROP. 30" CURB
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
WITH NCDOT STANDARDS AND SPECIFICATIONS.
8 GUTTER TO
DESCRIPTION DATE BV
EXTENT.
MATCH EXISTING
PROP. STRIPING TO TIE IN
POLICY ON STREET AND DRIVEWAY ACCESS", DATED JULY,
-
AND MATCH EXISTING (TVP.)
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO
wlY
EX EDGE OF
3. ROAD WIDENING 8 TAPER CALCULATIONS BASED ON W='
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS
W w PAVEMENT (7YP)
-
w w
4. ALL ROADWAY MARKERS SHALL BE SNOW PLOWABLE.
PERMITTING
w
5. ROAD WIDENING SHALL INCLUDE 1.5" FULL WIDTH OVERLAY.
FOR THE REPAIR OF ANY EXISTING UTILITIES DAMAGED
YELLOW DIAGONALS - - --�_
SPACED 35' APART DOUBLE YELLOW -CENTER LINE --
OHW_ OHW_ t80' - -
-- ---ten W-DEPART_URE TAPER (A)
I .. 'n-OHW, -
OHW_E::E)b -
150'
DECELERATION LENGTH (D)
V PAVED EXISTING GRADES TO BE
SHOULDER EXTENDED AS PART OF
ROAD WIDENING
400 -
W
399 W W
- X400
1. --�_-_ --"-- --�,-- -
12
, PAVED
V PAVED
SHOULDER I \ W O W� OHW�
EXISTING GRADES TO BE EXTENDED 400 I �-i OHw�
AS PART OF ROAD WIDENING /� 10' X 70' SIGHT TRIANGLE (TVP.) w�
�l� EX. CURB BGUTTER OHW_
I
PROP. VARIABLE WIDT1___, _ _ -- - _ - - �� _ TO BE REMOVED
-- PUBUC UTILITY EA SE ME NT PROP. 24" - ----
F ­
PROP. VARIABLE WIDTH-�� .X CURBBGUTTER (TVP.) i -----------------
i-� TE UTIUTV EASEMENT i I �\ I
I
TURN LANE GRADING PLAN
NOTES
1. ALL ROADWAYS TO BE CONSTRUCTED IN ACCORDANCE
8. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
WITH NCDOT STANDARDS AND SPECIFICATIONS.
REPRESENTATION OF ALL UTIUTIES WATHIN THE PROJECT
DESCRIPTION DATE BV
EXTENT.
2. ROAD WIDENING AND DIMENSIONS BASED ONNCDOT
POLICY ON STREET AND DRIVEWAY ACCESS", DATED JULY,
9. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
2003, RECOMMENDED TREATMENT FOR TURN LANES FOR
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO
SYMMETRICAL WIDENING.
BEGINNING WORK.
3. ROAD WIDENING 8 TAPER CALCULATIONS BASED ON W='
10. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS
SYMMETRICAL WIDENING, 35 MPH DESIGN SPEED.
OF ALL UTIUTIES PRIOR TO BEGINNING WORK AND SHALL
USE CARE WHEN OPERATING AROUND EXISTING UTIUTIES.
4. ALL ROADWAY MARKERS SHALL BE SNOW PLOWABLE.
PERMITTING
11. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE
5. ROAD WIDENING SHALL INCLUDE 1.5" FULL WIDTH OVERLAY.
FOR THE REPAIR OF ANY EXISTING UTILITIES DAMAGED
DURING CONSTRUCTION.
8. FOR PAVEMENT DETAILS, SEE ROAD WIDENING PAVEMENT
SECTION, SHEET 610.
7, 25' BUTT JOINT TO BE INSTALLED AT EACH END OF THE ROAD
WIDENING
1 D5'
APPROACH TAPER (%B A)
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER 04222
REVISION HISTORY
REV
8 GUTTER TO
DESCRIPTION DATE BV
ADDRESS NCDEO
1/17/2018 FLM
COMMENTS
2
ADDRESS NCDEO
COMMENTS 1/23/2018 FLM
ADDRESS FCPU
3
COMMENTS 2/12/2018 FLM
ORIGINAL PLAN SIZE: 24" X 35"
PROP. 30" CURB
8 GUTTER TO
MATCH EXISTING
-- — —
ISSUED FOR
398 w w EX. EDGE OF
w W PAVEMENT(TYP.)
_ _
PERMITTING
w W
DO NOT USE FOR CONSTRUCTION
W.
-
20 10 0 20
_-----�--..�
38X•
SCALE. 1INCH= 20 FEET
----.
`
N
SCALE ADJUSTMENT
-398 _
THIS BAP Is 1 INCH IN LENGTH
ON OPIGINAL DRAWING
EXISTING GRADES TO BE
-"-
I }
- EXTENDED AS PART OF
160• ROAD WIDENING
IF IT IB NOT 1 INCH ON THIS
SHEET.ADNSTY
�Fw..
"' �TF-DEPARTURE TAPER I.) -
SCALE
ACC—GLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
00
rosswind
��j Development
DATE: 12-07-2D17
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 17022
ROAD WIDENING PLAN
C-11
SHEET 11 OF 17

Anow,r ,y�+ eeupani
PLAN f
CROSS SECTI ON
GRAVEL CONSTRUCTION ENTRANCE
NO SCALE
BAFFLE INSTALLATION -STEP1
BAFFLE INSTALLATION -STEP2
BAFFLE INSTALLATION
NO SCALE
BE AND
T TON
BARREL nPEINNER POL
T I NO OF THE
THE 1— OT IHE A BE TEA N
L�7
T TOP HEA THE
lFDARiFFAK eECURE rHE uPPm EocE AxoA— TV THE EPPER RF_ I TEM ¢
HE
ONFORITIONILETAN.LTEETE.N11, 0 ON BE DANACEAL
.LA BSTCMl AD sTAeIuzED CUT INST NAE EI
AND AND LE REIANExT SMDDTT THE AREA TO BLINDYATx THE ADA'R ABus =N_
DM VLUwNxD A.,H NF
1
SKIMMER SEDIMENT BASIN
NO SCALE
�
00019
.�rvF ER MATswDF.T
_ DoMj1` 1. DESIGN OF END—SECTION SHALL CONFORM TO
STANDARD REINFORCED SECTKINAL
CONCRETE CULVERT PIPE
AA's 2. ANY TWIN BARREL SYSlE1 ATM THAN
6 42RCP REWIRES A HEADWALL
i 3. ANY SYSTEM OF MORE THAN 2 PIPES
REOURES AHF,L
4. SFE NCDOT "ROADWAY STANDARD DRANINGS'
FOR IEADWMI. CONSTRUCTION DETAILS.
FRONTVIEW
yFs
RE WRE FENCE
NAL 111
STEEL NGBUSED
RAISE
ILT 1UNCE
ILURES.
No 57 VS—M
DT G EQR G
E
TFA—AN
T�=�. I—EILL GrcH BARrv.
DA. A B C vROPFRIr sTANI¢Fn x� LY
BEEN
16? 64—EL1 SIDE VIEW
ROT
E0Sr�CNEEDS T1 BE RiAxDT xED,N� A G E R¢ REABa¢DN¢EN ¢A EOF�FLARED END SECTION OFI TURNED UPHILL.
NO SCALE 3 NSPECT SILT FENCES AT LEAST ONCE A WESK AND AFTER EACH RAAF NNRE ANY REQUIRED FEE—IMMEDUGELY.
I RENOVE SEDIM It DEPOSITS AS NICESSARY TO MOVIE ADEQUATE ITORAGE VOLUME FOR THE NEXT IIUN AND TO NEELICE PRESSIRE
01 THE FENCE, -F CARE TD AVOID INIE11IN116 THE FENCE 11ING CLEANOUT
SILT FENCE
QNO SCALE
_ e
1i=ir.RM0. r :D li&1f.=�C=
TEMPORARY DIVERSION DITCH
NO SCALE
SIDE VIEW
AETOR
PST -1—L. LILTHE
sOF TxE FRONT VIEW
aTE
=T�PIT'ECTn=L INE
RE =DEIRVD­NT.��CENULAT.�D R DAMS FLOW BEWIn BE MUMUN.T R—. TT—TION
Am rna,ND v�DIm
DEc wx 4Ox HDIET AND— STEPSEQUENCE
.01M
, HEIGHT.WDTIDFTER INED1EXI--11—RAII-1SEDIL,ENTBTGRAGEREWIRED
2 KEV RIP RAP INTO TIE DAM FOR STA&uZATION
ROCK CHECK DAM
NO SCALE
LENGTH (LB)
INSPECT PIPE INLET PROTECTION AT
LEAS AFTER EACH
SIGNIFICANT (TO INCH OR GREATER)
EVENT TO SEE IF ANY
EROSION
AROUND OTR BELMTHTM
E
IMMEDIATELY -EAU. NE.T.NES HAVE BEE==REDED
REPAIRS TO PREVENT FURTHER
LVAUGE
SECTION FILTER BLANKET
OUTLET DD JDD lA W RIP RAP 4
FES, 2f S 12 S CUSS a'BM,XP 2i
_FE 52 1S S]5 S 0.T5 CLASS RIRUP S
INERAID IS I STS 7S f GA50 B RIPRAP 2Y
RIP RAP ENERGY DISSIPATOR
NO SCALE
EVC EX.
PPE
vuc TeT luso AVDF Frc nFE �TEE
onxx.F.uTF
END VIEW FRONT VIEW
ED..FmxF.,a,E.O ME IF
xe PERSPECTIVE VIEW Y..TDRRnRy—
REF�,IDMx¢,HF11ER BNMERTD�rETHEREG SKIMMER
NO SCALE
PLAN VIEW
To AS E
IS I
M ttEMKHR TxEFSOA D'
SIDE VIEW "" DDRADF
II THF
wADA.AE --� MAR..,MRnLTARAP. I—
HLTFR FF,A
FRONT VIEW
OINENT LEME I AS NECTESARY TO PROVIDE ADEQUATE STORADE VOLEME FIR TIE NEXT EARN ANI TO REDLCE
3. RE E ALL 1- FENCE OUTLET MATEELLI AND UNSTABLE 8ENIENT DEPOSITS AND -NR � AREA TO IRADE AND ETA­IZF
SILT FENCE OUTLET
NO SCAL
PAD
CLAMPS
NON -WOVEN GEOTEXTILE
FILTER BAG
I PUMP
WELL VEGETATED OR
OTHERWISE STABILIZED
AREA
CLAMPS
FILTER BAG C FLOATING
i \ INTAKE
GRAVEL PAD' PUMPJ I.
FILTER BAGS MAY BE USED TO FILTER WATER PUMPED FROM EXCAVATIONS PRIOR M DE CHANGING.
FILTER BAGS SHALL BE FADE FROM NCN-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE
STITGIED'X TYPE SEAMS. THEY SHALL 8E CAPABLE OF TRAPPING PMTICUS LARGER TIWR 150 MCROH5.
THE PUMPING RATE SINLL BE HO GREATER THAN TSOGPM OR yR TIIE MA%IMM SPEGFIED BY TIRE MANUFACTURER,
WHICHEVERIS LE55. PUMFIMAKES SHOIAD BE FLOATING AID SCREENED.
FILTER MOS SHALL BE LOCATED IN WELL -VEGETATED (GRASSY) AREAL AND DISC N ED ONTO STABLE, EROBON
RESISTANTMEAS. WHERE THS IS NOT POSSIBLE, A GEOTEXTILE FLOW PATH SHALLSE FRONDED. BAGS SHALLNOT
BE PLACED ON SLOPES GREATER THMN 5%,
THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE FILTER BAG IN THE HANDER SPECIFIED BY THE
MANUFACTURER AND SECURELY CLAMPED.
A SUTAB.E MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DEPOSAL PURPOSES MUST BE
PROVIDED, FILTER BAGS SHALL BE REPLACED WHEN THEY MOXWE X FULL SPARE REPLACEMENT BAGS SHALL BE
KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED MARE X FULL.
FILTER BAGS SHALL BE INSPECTED ONLY. IF ANY PROBLEM IS DETECTED, PUMPING SIMLL CEASE IMMEDIATELY MD
NOT RESUME UNTIL THE PROBLEM IS CORRECTED.
SILT BAG
NO SCALE
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: 91 9`610 1051
FIRM NC LICENSE NUMBER 04222
REVISION HISTORY
REV DESCRIPTION DATE BY
1 ADDRESS NCDEQ 1(122018 FLM
COMMENTS
2 ADDRESS NCDEQ 1232018 FLM
COMMENTS
ADDRESSFCPU
3 ,,.. 2/12/2018 FLM
ORIGINAL PLAN SIZE: 24"X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS I INCH IN LENGTH
ON ORIGINAL DRAWING
0 1�
IF IT M NOT , INCH ON THIS
SHEET. UST YOUR SCALE
GORC!%iLY
CONSTRUCTION PLANS
CRAWFORDTOWNES
NC HWY 56
FRANKLINTON, NC 27525
z
Crosswind
r% Development
DATE: 12-07-2017
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
PROJECT NO.: 17022
DETAILS
C-13
SHEET 13 OF 17

FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
BRUIII RYE
AW 15 TALL —LE I Pro USEVAGRE
2E1 ­
A
BRO—GRE
nCSIREGRE FtcI,LuL MFEssu
ILL coUnEN,
,W ,s uFECUE ANGWM"'T,IRPOV.»GRMLLErHsl.vs 3
OR SORCHU.es TRE
�ouPTWT�l:XR ZAoGBEFGRNE
D�
lwl
MIXTURE
ACRE P TONNE
Sats,
suPERPHosPHATE500 LGNMCFHEANALYSIS
StRAVV
ANCHOR =A&UNULSON AT WO
xox
FOR LATE WANTER AND
EARLY SPRING:
s �L IRE NpNNUAL v�n'ixRRE IN wEDMO
PAPS FEET 1111
FOR
...A. ILL r 4sRNACREXE
.0 I A RATE OF NT LEAGRE
GLASTAL ALAN AP'RS 'IGS, 11
FELT — REDGM.E.DATIONG OF SOIL TESTS OR LIMESTONE Allo L�SIACaE,RUO11io ar ERN � v
MULc".
_SNE NG ONAMRLGHANOHGNINGTGGL
REFERTLOE IF .—H .
FOR FALL. ERA^• EMs
RVE MM) ,pL»ACRE uM°NNs,GN�Re:No40pwsoo�'`n`v` E`�ROc"oo Ee'Rm a gRAL
­ T�aNO MDED AGO =
DR. NEFFAS.-AMULTHAMILHORSNOTOOL
REPAl All REFEAR L"
sEvaNGr.,rLOVER
(RmM[NJ uile°E_=A OaGSE EANLY
SEEDBED PREPARLT11OR
1 CHISEL O ACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP DYER ADVERSE SOIL CON -1 rc - s, LESPE,xumu a
MANLn
AVILA
S NOT- -ILY"'EAGODARING.
3 RREMOVE AL IP THE ENTIREoosE RacN RmrsEANo orHw oe ..,,HFACE REnsonnRLr sMooTH AN.'EXTU PH,"PARATErm� Lis
UNIFOR.
ANDINGONFORALF—THETCe" :�'Es OF SOL
4. AFL AGRICULTURAL LIME, FERTILaw AN SUCEEPHOSPHATE UNIFORMLY AND Mix—Sou EEe¢ovn
IS. LIMED. oFsaN HE. NOT BE
wcHER
5 =LI UNTIL A —PULVERIZELL FIRM REAGOIAGLY UNIFORM SEEDGED IS PREPARED FOUR 10 SIX 1ENT­ SAGE—IDAHONNAT,NGREGILTESTE ENTHEAE=FOGA11A11LYA
DIE GRADE T'EL=AT7­PEEUVXGRE GETHEERTUMNIIIE AS AAXR,FNA­ ,%%`E
R SEEDON ESHLl PN REDSEED ANDCOVERSEEDLIGHTLYVATHSffOwG to Er DRCULllAC—EN ss MINGTESEFGNE—GATxxI. csEEDERISLIsm,muor Mlx sEm Ano FERnLaw MGaE THan
UND
ULCH
IGH
A REEaNGR,T�DAREAEANOM NrCE�aYR ARS OR REAREDINDT,MTHINTHEPL HNGEEAElH D SHOULD BE NIADINAGED RE ESTARLISH FOLLOVVNG THE ORIGINAL LIME ER ND THEDONTODNREREREEEEDRONING, ON N.,PRGuI& GE FORE „RROMN ETMEaERT H.,ON
BLE PPLYAGNI—RALLIMEMGNEITON»AGNEMINIMUM ORPER BOILTEST TEMPORARY SEEDING SCHEDULE
TB®TRRGLw RE
supea MULCH ons EmekEs�smnvFr .—S NO SCALE
ANCHOR LT o mG GA—RE
ON EMULSIFIED ASPHALT a=GALsncRE
PERMANENT SEEDING SCHEDULE
NO SCALE
D
M�y'ft_w H:T.=IH'Mi'111111111111
mmm l l •Y•.
at •, 1• f
—L--Z=-MF --- TERN.
E
GRAVFILTER-- —I
—1. T- J
OVEULDVAIDDIURS 11 1EEDED GIVE L- .=N, 1. SuMEREGEN, A— E,
Z =RFULTV FIT NAIRDAVARE D-- ON COMPARABLE RE ME. T. To ING. .—,No.
ALL BLOCK OPEA­ TO HOLD GRAVEL IN ­
ARJENDED
A IF ONLY STONE AN ARGUNRI TIE INLET TO IA 1AFOOT-DE LIEL STONE ARIA AetTwiEN INLET
FROM
IN
FOOT USE H v.INCH GaAVG¢INcnoin5]wATHEO MGNq nor ARM,�McxNE5o50FHt
auo
ARRL�SN AT LEA AMT L1 VEEXAND AFTER EACH SIGNIFICANT Ix INC. OR GREATER,
EGessARv TO PROVIDE ADLowrE STGRAGE VOwME FOR
sueSS"ENT PING
AGEDLIATELYMABLIZm REMOVEALL
'HE C,E�Ga� ENER
HA RR�EALLRAREAE OOTH�No OMPACT°F,PER�,. SING
BLOCK AND GRAVEL INLET PROTECTION
NO SCALE
ROLLMAX" � � ROLLMAX"
Spec'f cat on Sheet EroNet' 575° Erosion Control Blanket 1 aEAT�amTes,Na
001"m
Tersest
NE RTHANURIK HTAFEN'
MATTING TO BE INSTALLED PER PLAN
NOTES.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING
CELL -OSE ED DO NOT SEED PREPARED AREA CELL -0 -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE By ANCHORING THE BLANKET IN A6' (15 CM) DEEP XS' (15 CM) WIDE TRENCH WITH APPROXIMATELY 1T' (30—) OF
BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH ROW OF STAPLESISTAKES APPROXIMATELY 1T
(30 CM) APART IN THE BOTTOM OF THE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD
REMAINING I2'(30CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTEDSOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLESISTAK
ES SPACED APPROXIMATELY 1T
(30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
3, ROLL THE BLANKETS(A)DOWN OR B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL
SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN
THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM . STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS
CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4, THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2' - S (5 CM - 12.5 CM) OVERLAP DEPENDING ON BLANKET TYPE.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3' (7.5 CM) OVERLAP.
STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12' (30 CM) APART ACROSS ENTIRE BLANKET WIDTH. NOTE. 9N LOOSE SOIL CONDITIONS, THE
USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.
DETAIL AND LANGUAGE PROVIDED BY NORTH AMERICAN GREEN REV. 1II
SLOPE INSTALLATION
NO SCALE
SECTION THRU BASIN, FILTER AND CULVERT PIPE
NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP
HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE
3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT
LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT k5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES
BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL GRADING
ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER.
HORSESHOE ROCK PIPE INLET PROTECTION
NO SCALE
Specification Sheet - VMax' SC250` Turf Reinforcement Mat
NORTH AMERICAN GREEN S75 NORTH AMERICAN GREEN SC250
EROSION CONTROL BLANKET
NO SCALE EROSION CONTROL BLANKET
NO SCALE
1
11—eiiR®�E
10' x 10' SQUARE WASHOUT PIT
I \\ 24" MIN. �/
I
MAINTENANCEINSTALLATION NOTES:
1. INSTALL CONCRETE WASHOUT PIT AT LOCATION(S) SHOWN ON PLANS.
2. LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO GROUND
OUTSIDE PIT AS SHOWN.
3, ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT.
4. WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE WATERS.
5. MAXIMUM WATER AND SEDIMENT DEPTH IS 1T'. PIT MUST BE EXCAVATED AND RE -LINED WHEN
DEPTH OF SEDIMENT REACHES IT OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS 12'
FOLLOWING WASHOUT OF CONCRETE TRUCK
6. REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO A
FUNCTIONAL CONDITION AFTER REACHING 75% CAPACITY.
7. INSPECT CONCRETE WASHOUT STRUCTURES FOR DAMAGE AND MAINTAIN FOR EFFECTIVENESS.
8, REMOVE THE CONCRETE WASHOUT STRUCTURES AND SIGN UPON PROJECT COMPLETION. GRADE
THE EARTH MATERIAL TO MATCH THE EXISTING CONTOURS AND PERMANENTLY SEED AND MULCH
AREA
CONCRETE WASHOUT PIT
1 A NO SCALE
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
REVISION HISTORY
REV
NDESCRIPTION DATE BY
1 ADDRESS NCDEO 1/12/2018 FLM
COMMENTS
2 ADDRESS NCDEQ 1/23/2018 FLM
COMMENTS
3 ADDRESS FCPU yi2/2018 FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRANMNG
IF ITISNOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
Crosswind
evelo men
S p 2
DATE: N-2017
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY: FLM
DETAILS
C-14
SHEET 14 OF 17

FRONT ELEVATION SECTION
r RADIUS B,, t
RA
1 I
N r 3 RADIUS lr ]"RADIUS
JLJOINT I 2-0"
STANDARD CURB AND GUTTER
I
NOTES:
1. CONCRETE SHALL BE 3000 PSI.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS OR 15 INTERVALS WHEN A MACHINE IS USED.
3. EXPANSION JOINTS SHALL BE SPACED AT 50• INTERVALS.
4. FINISH ALL CONCRETE WITH CURING COMPOUND.
5. FOLLOW ALL APPLICABLE ACI REQUIRMENTS.
6. TILT GUTTER TO MATCH DIRECTION OF DRAINAGE.
CONCRETE CURB AND GUTTER
NO SCALE
yr/A. I/A- I ,Y/Ai...�..+•r'��
r/rr —1 --
NCDOT DRIVEWAY TURNOUT GRADES
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NO SCALE
2" NCOOT TYPE SF -9.5A
BITUMINOUS SURFACE COURSE
COMPACTED SUBGRADE 8" NCDOT TYPE ABC,
AGGREGATE BASE COURSE
NOTE: PAVEMENT SECTION SUBJECT TO CONFIRMATION
AND APPROVAL BY GEOTECNICAL ENGINEER PRIOR TO
CONSTRUCTION
DRIVEWAY PAVEMENT SECTION
NO SCALE
GRASSED UTILITY STRIP —E. SIOEWNX
(CONCRETE 300 P.S.IJ
Ilk
ARIES DOYhT
�IS' CURB ACTED TO A GENS TY
'I ANO GUTTER NO LESS THAN 95%
TYPICAL SECTION
31
�I
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I
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I
TRANSVERSE EXPANSION JOINT
PLAN VIEW
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF SO FEET.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3. A 6INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS
(ALONG THE LENGTH OF RADIUS CURB RETURNS), AND IN THE HANDICAP RAMPS.
CONCRETE SIDEWALK
NO SCALE
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FRANKLIN COUNTY PUBLIC UTILITIES
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S-5 WITH CLEAN OUT DETAIL
(NEW INSTALLATION)
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TYPICALWC WATFI VNVE STYLFS:
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H-------
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S$ INSTALLATION DETAJL
--
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FRANKLIN COUNTY PUBLIC UTILITIES
S-14 I STRUCTURE STEP DETAIL
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PRECAST MANHOjF DFTA'
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Lmwiw�
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FRANKLIN COUNTY PUBLIC UTIUTIE II
CONNECTION
j S-15 TO EXISTING OR NEW
_ PRECAST MANHOLE
ENGINEERING
POST OFFICE BOX 91727
RALEIGH. NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER 04222
REVISION HISTORY
REV
SCALE:
N
DESCRIPTION DATE BY
1
ADDRESS NCDEQ
FLM
COMMENTS 1/12/2018 FLM
2
ADDRESS NCDEQ 1/23/2018 FLM
COMMENTS
ADDRESS FCPU
3
COMMENTS 2/12/2018 FLM
ORIGINAL PLAN SIZE: 24” X 36'
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL ORAWING
I
IF IT M NOT 11NCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
Crosswind
Development
DATE:
12-07-2017
SCALE:
ASSHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NQ.:
17022
DETAILS
C-15
SHEET 15 OF 17

GENERAL NO76:
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RPE AUGNMClf GUIDE
RM
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: 91 9,61 0,1051
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
SCALE:
M
DESCRIPTION I DATE I BY
1
ADDRESS NCDEO
FLM
COMMENTS 1/122018 FLM
2
ADDRESS NCOEO
COMMENTS 1232018 FLM
3
ADDRESSFCPU 2J122018 FLM
ORIGINAL PLAN SIZE: 20" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGI 'ML —ING
0 i
IE IT a NOT t INCH ON THIS
SHEET, ADJUST YOUR SEAL£
ACCORDNGLY
CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
�,>oeve
Crosswind
5f,%lopment
DATE:
12-07-2017
SCALE:
AS SHOWN
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DETAILS
C-16
SHEET 16 OF 17

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POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIR. INC LICENSE NUMBER C-4222
REVISION HISTORY
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DESCRIPTION DATE BY
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DATE
1/1212018 FLM
COMMENTS
SCALE:
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ORIGINAL PLAN SIZE: 24"X 36"
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IF It IS NOT I INCH ON THIS
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CONSTRUCTION PLANS
CRAWFORD TOWNES
NC HWY 56
FRANKLINTON, NC 27525
DETAILS
C-17
SHEET 17 OF 17
<Crosswind ovetopment
DATE
12-07-2017
SCALE:
ASSHOWN
DESIGNED BY
FILM
APPROVED BY
FLM
PROJECT NO.
,17022IF
J
DETAILS
C-17
SHEET 17 OF 17

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5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
X No
F1 Yes ❑
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 Yes E] 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 https://www,fws.gov/raleigh/species/cntylist/tanklin.html. NC Natural Heritage Program GIS data updated October 2017.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
hftp://www.habitat.noaa/gov/protection/efh/habitatmapper.html
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:/Igis.nedcr.gov/hpoweb/. National Register of Historic Places http://www.nps.gov/nr/researchl.
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?
Franklin County GIS floodplain mapping, North Carolina Floodplain Mapping Program http://www.ncfloodmaps.com
Applicant/Agent's Signature
Applicant/Agent's Printed Name
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
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