20171547 Ver 1_401 Application_20171117

Hazen
COURTESY
CC)PY
November 22, 2017
To: North Carolina Division of Water Resources
401 and Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, North Carolina 27604
Project: Buffer Permit Request and Courtesy Section 401 Notification — NE Waterline Extension, Town
of Fuquay-Varina, Wake County, North Carolina
We Are N Herewith ❑ Under Separate Cover Sent By: ❑ Blue Printer ❑ Hold for Pickup
Sending You: ❑ Reports ❑ Tracings ❑ Prints ❑ Hand Delivered ❑ Mail
❑ Shop Drawings ❑ Specifications N Other N UPS ❑ FedEx
No. Date Description
1 11/22/2017 Cover letter and three copies of the PCN Application with associated attachments
2 11/22/2017 Two copies of full-sized drawings
3 11/22/2017 One coov of 11 x 17" drawinos
Remarks:
Transmitted:
❑ At Your Request
❑ For Your Information
❑ For Your Comments
LR' For Your Approval
❑ For Distribution
❑ Revise and Resubmit
❑ Other:
File:
Very truly yours,
Hazen a Sawyer
By: r
Hazen and Sawyer • 4011 WestChase Boulevard Suite 500 • Raleigh, NC 27607 • 919.833.7152

Hazen Hazen and Sawyer
4011 WestChase Boulevard, Suite 500
Raleigh, NC 27607 • 919.833.7152
November 22, 2017
North Carolina Division of Water Resources
401 and Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, North Carolina 27604
Re: Courtesy Section 401 Notification and Buffer Permit Application, NE Waterline Extension,
Town of Fuquay-Varina, Fuquay-Varina, Wake County, North Carolina
Dear Ms. Higgins:
Please find attached the Pre -Construction Notification (PCN) Application for the above referenced
project. The Town of Fuquay-Varina is proposing to install approximately 3.3 miles of new 12 -inch
diameter waterline that will connect to an existing waterline. The project is being performed to meet the
increasing water service demand of the Town of Fuquay-Varina. The waterline will be installed along
portions of Ten Ten Road, Lake Wheeler Road, Optimist Farm Road, and Johnson Pond Road.
The project will temporarily impact jurisdictional waters of the U.S. and Neuse River riparian buffers. To
accommodate the proposed installation of new infrastructure, encroachment into two jurisdictional
streams and three areas of riparian buffer is necessary. Approximately 42 feet of jurisdictional stream is
proposed to be temporarily impacted during construction activities. A Section 401 permit from the State
is not required for the proposed project since impacts to jurisdictional areas will be temporary. The Pre -
Construction Notification application is provided solely for notification purposes relative to Section 401
of the Clean Water Act.
Impact to the riparian buffer areas will occur during construction activities associated with installation of
the proposed waterline. Approximately 4,355 square feet of Zone 1 and 3,628 square feet of Zone 2 of
riparian buffer are proposed to be temporarily impacted during construction. The riparian buffer impacts
are exempt activities that do not require mitigation.
If you have any questions, or require additional information, please contact me at 919.906.1775. Thank
you for your assistance.
S' :rely, j
Ms. Linda Diebolt
Senior Principal Scientist
Attachment
hazenandsawyer.com
I@NUVV 19
NOV 2 8 2017

3
W ATf9q
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
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:
1 c.
Has the N\/VP or GP number been verified by the Corps?
❑ Yes ❑ No
1 d.
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
le.
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:
E 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.
❑ Yesx❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes x❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2.
Project Information
2a.
Name of project:
NE Waterline Extension - Town of Fuquay Varina
2b. County:
Wake
2c.
2d.
Nearest municipality / town:
Subdivision name:
Fuquay-Varina
2e.
NCDOT only, T.I.P. or state project no:
NO
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Town of Fuquay-Varina40Fem S
3b.
Deed Book and Page No.
various
3c.
Responsible Parry (for LLC if
applicable):
Town of Fuquay-Varina - Jay Meyers, Public Utilities Director
3d.
Street address:
1415 Holland Road
3e.
City, state, zip:
Fuquay-Varina, NC 27526
3f.
Telephone no.:
919.567.3911
3g.
Fax no...
919.552.7481
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
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:
Linda Diebolt, Sr. Principal Scientist
5b. Business name
(if applicable):
Hazen and Sawyer
5c. Street address:
4011 WestChase Boulevard, Suite 500
5d. City, state, zip:
Raleigh, NC 27607
5e. Telephone no.:
919.906.1775
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):
various
1 b.
Site coordinates (in decimal degrees):
ILatitude: 35.65979 Longitude: -78.71697
1 c.
Property size:
33 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Mills Branch
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project site consists mainly of maintained roadway easement and abutting areas. Land use in the vicinity of the project consists of rural
residential, undeveloped, and agriculture.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated "nee f feet of all existing streams (intermittent and perennial) on the property: 42
3d. Explain the purpose of the proposed project:
See attached information
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached information
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
0 Yes ❑ No ❑ Unknown
Comments: State stream buffer determination
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Linda Diebolt and Keven Arrance
Agency/Consultant Company:
Other: Hazen and Sawyer
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
November 8, 2017: State stream buffer determination (attached)
5.
Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes Q No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes 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 ❑z Streams — tributaries Q Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Excavation
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 m
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
("FieeF
feet)
S1 T
Excavation
Mills Branch
PER
Corps
7
17
S2 T
Excavation
UT to Middle Creek
INT
Corps
5
25
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
42
3i. Comments:
Temporary impacts to 42 feet of stream will occur during installation of the water line. Al temporarily impacted stream areas will be returned to their
original configurations upon completion of the pipe installation.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
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.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?x❑
Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 T
Non -electric utility line
Mills Branch
No
1,735
1,407
B2 T
Non -electric utility line
UT to Middle Creek
No
2,620
1,616
B3 T
Non -electric utility line
UT to Mills Branch
No
0
605
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
4,355
3,628
6i. Comments: The maintenance corridor will be a maximum of 10 feet wide within buffer areas. Most buffer areas are within maintained road
easements and paved roads. Eighty-eight square feet of B1 associated with a borrow pit and is located in maintained road easement.
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.
See attached information
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached information
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
El 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:
'*nee F 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?
El 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
❑x Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
The only parts of the project that are adjacent to protected riparian buffers are temporary impacts from
Yes No
excavation during installation of the water line. Project work in this area will occur within a very short time-
❑ ❑x
frame, and seeding of any disturbed areas will occur within 90 days of completion of construction
activities.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑z No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Implementation of the project will not result in new impervious areas.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
[]Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
E Yes ❑ 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
El Yes x❑ 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,
E] Yes x❑ No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after -the -fact permit application?
❑Yes R] 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 [D 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.
Although the project is being constructed to meet the increasing water demand in the service area, the project will not induce growth in the service
area. The population in the service area is anticipated to increase as the population of Fuquay-Varina grows and the project will ensure that the
residents of the service area have adequate water services. Development is not anticipated to be induced by the proposed project.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility.
No wastewater will be by the
generated proposed project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes z No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes Q No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
IPaC Trust Resource Report for the project site (attached)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Review of Essential Fish Habitat designations was performed on-line via the National Oceanic and Atmospheric Administration, National Marine
Fisheries Service's Essential Fish Habitat Mapper.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
El Yes ❑z 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?
NC State Historic Preservation Office web site and associated links.
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?
FEMA data provided by Wake County IMAPS and FEMA.
el
�t�blC- 0; r fes
2-7 f 17
`�
Tow', Ir F,1&R- V4e1;1
Applicant/Agent's Printed Name
plicant/Agapirfs Signature
Date
(Ag is signature is vqKd only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Additional Information
NE Waterline Extension
B.3d. In order to meet the increasing water service demand, the Town of Fuquay-Varina is installing
approximately 3.3 miles of new 12 -inch diameter waterline that will connect to an existing waterline.
B.3e. The proposed waterline will be installed along segments of Ten Ten Road, Lake Wheeler Road,
Optimist Farm Road, and Johnson Pond Road. The pipe will be installed using open cut techniques with
the exception of one portion of the waterline that will be bore and jacked under Lake Wheeler Road
south of Ten Ten Road. In general, the new waterline will be installed within or parallel to the existing
roadway easement. The waterline will be pulled slightly away from the roadway in several areas due to
the number of bends required for the waterline to abut the roadway. Equipment anticipated to be used
during the proposed waterline installation include backhoes, front-end loaders, bulldozers, dump trucks,
and cranes.
D.1a. Avoidance of all impacts is possible only with a no -build alternative, which does not meet the
need of the project. During design, the limits of disturbance were reduced to the minimum required for
installation of the pipe, and the project corridor was positioned to reduce impacts to the extent feasible.
D.1b. Where feasible, the pipe was located on one side of a roadway to avoid impacting jurisdictional
areas present on the opposite side of the roadway. However, two streams (S1 and S2) traverse the
project corridor and avoidance of the stream buffers and temporary avoidance of the streams is not
feasible. One stream (S3) is located on the opposite side of the road from the project corridor; however,
impact to Zone 2 of the stream buffer is unavoidable and will be temporary. Impacts to jurisdictional
areas during construction will be limited to the extent feasible by performing as much work as is
possible from non -jurisdictional areas. In areas of impact, silt fencing will be placed upgradient of the
jurisdictional areas, and all construction activity will be performed upgradient of the silt fencing. All
disturbed areas will be returned to original grade and seeded with a native seed mix within 90 days of
completion of the project.

a

Proposed 12 -inch Waterline
Limits of Disturbance
Jurisdictional Stream
Jurisdictional Wetland
-----------------
S1
17 Feet of Temporary Stream Impact
(approximately 124 square feet).
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus D USDA, USGS, AEX,
Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community
SCALE N Figure 3A
w E 7� JURISDICTIONAL WATERS OF THE US MAP -
0 25 50 100
Feet U0 J AY- VA R i I '! i azen-
NE Waterline Extension
1 inch = 50 feet S _ Fuquay-Varina, NC

Proposed 12 -inch Waterline
Limits of Disturbance
Jurisdictional Stream
S2
25 Feet of Temporary Stream Impact
(approximately 155 square feet)
Source: Esri, DigitalGlobe, GeoEy�e, Earthstar jeographics, ONES/Airbus DS, USDA, USGS, AEX,
Getmapping, Aerogrid,,IGN, IGP, swisstopo, and the GIS User Community
SCALE N Figure 3B
Hazen JURISDICTIONAL WATERS OF THE US MAP
0 25 50 100 /� n
Feet FUOU/-\(-\//- R i 1 '� ` NE Waterline Extension
1 inch = 50 feet S - Fuquay-Varina, NC
OPTIMIST
FAR
S2
25 Feet of Temporary Stream Impact
(approximately 155 square feet)
Source: Esri, DigitalGlobe, GeoEy�e, Earthstar jeographics, ONES/Airbus DS, USDA, USGS, AEX,
Getmapping, Aerogrid,,IGN, IGP, swisstopo, and the GIS User Community
SCALE N Figure 3B
Hazen JURISDICTIONAL WATERS OF THE US MAP
0 25 50 100 /� n
Feet FUOU/-\(-\//- R i 1 '� ` NE Waterline Extension
1 inch = 50 feet S - Fuquay-Varina, NC

S1
B1
Zone 1: Temporary impacts to 1,735 square feet
Zone 2: Temporary impacts to 1,407 square feet
Zone 1
Zone 2
Source: E'sri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX,
trnappiiig.Aerogrid, IGN, IGP, swisstopo, and the GIS User Community
SCALE N Figure 4A
�.� NEUSE RIVER BUFFER IMPACT MAP
0 25 50 100 w E
(� /� / n
Feet (— J ``' �J1 \\( _\ ! \ 1 ; N -Hazen
_ NE Waterline Extension
1 inch = 50 feet S
Fuquay-Varina, NC
Proposed 12 -inch Waterline
Limits of Disturbance
Jurisdictional Stream
Jurisdictional Wetland
C3Zone
1 Stream Buffer
C3Zone
2 Stream Buffer
Zone 1 Temporary Impact Area
(
Zone 2 Temporary Impact Area
S1
B1
Zone 1: Temporary impacts to 1,735 square feet
Zone 2: Temporary impacts to 1,407 square feet
Zone 1
Zone 2
Source: E'sri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX,
trnappiiig.Aerogrid, IGN, IGP, swisstopo, and the GIS User Community
SCALE N Figure 4A
�.� NEUSE RIVER BUFFER IMPACT MAP
0 25 50 100 w E
(� /� / n
Feet (— J ``' �J1 \\( _\ ! \ 1 ; N -Hazen
_ NE Waterline Extension
1 inch = 50 feet S
Fuquay-Varina, NC

Proposed 12 -inch Waterline
Limits of Disturbance
C�3 Jurisdictional Stream
C3Zone 1 Stream Buffer
C3Zone 2 Stream Buffer
Zone 1 Temporary Impact Area
1 Temporary
ZoneT
ne 2 Temporary Impact Area
L
PTRW —71 -
RIM",
B2
Zone 1: Temporary impacts to 2,620 square feet i
7^ne 0- Tnmnnrnni;mnnr+o +n I A19 oniinre f—+ !
Zone 1
pq
S2
�5.
So? ce--.=.Esri, DiqitalGlobe GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, IGP, swisstopo, and the GIS User Community
SCALE N Figure 413
NEUSE RIVER BUFFER IMPACT MAP
0 25 50 100
Feet FUQUAYNARIINA-Hazen NE Waterline Extension
1 inch = 50 feet Fuquay-Varina, NC

Proposed 12 -inch Waterline
Limits of Disturbance
Jurisdictional Stream
C* Zone 1 Stream Buffer
C3Zone 2 Stream Buffer
Zone 2 Temporary Impact Area
B3
Zone 2: Temporary impacts to 605 square fe6t
NES/Airbus DS, USDA, USGS, AEX,
Source EsM, lighlGibb,, GeoEye. E�irthstarrGge`!egrmfti.
j
-- i IGN, IGP, swisstopo, a , nd fflMl Community
Big
G�e�tappinri' r&
, TgA: e r -666r iT ser
SCALE N Figure 4C
NEUSE RIVER BUFFER IMPACT MAP
0 25 50 100 w E
Feet + -UQUA-\(-\/A-R1,N/\, Hazen NE Waterline Extension
1 inch = 50 feet S Fuquay-Varina, NC

IPaC Information for Planning and Consultation U.S. Fish &WildlifeService
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat
(collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)
jurisdiction that are known or expected to be on or near the project area referenced below. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly or indirectly affected by activities in the project area. However, determining the likelihood and
extent of effects a project may have on trust resources typically requires gathering additional site-
specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed
activities) information. -
Below is a summary of the project information you provided and contact informatio re FIS
office(s) with jurisdiction in the defined project area. Please read the introductio ea �n that
follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWII a itional
information applicable to the trust resources addressed in that section.
vocation --�
Wake County, North Carolina
Local office
Raleigh Ecological Services Field Office
[phone]
[phone]
MAILING ADDRESS
Post Office Box 33726
Raleigh, NC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F

Raleigh, NC 27606-1487
�o4

Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project
level impacts.
The primary information used to generate this list is the known or expected range of each species.
Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the
species range if the species could be indirectly affected by activities in that area (e.g., placing a dam
upstream of a fish population, even if that fish does not occur at the dam site, may indirectly impact
the species by reducing or eliminating water flow downstream). Because species can move, and site
conditions can change, the species on this list are not guaranteed to be found on or near the project
area. To fully determine any potential effects to species, additional site-specific and project -specific
information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secreta
0
information whether any species which is listed or proposed to be listed may be present in the tea `of
such proposed action" for any project that is conducted, permitted, funded, or licensed qny ederal
agency. A letter from the local office and a species list which fulfills this requir r��ent4an $nly be
obtained by requesting an official species list from either the Regulatory=Reevie� a tion in IPaC (see
directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/revie lease�l•-e rn to the IPaC website and
P 1 q
request an official species list by doing the following:
1. Draw the project location and click CONTI E.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and descri to or your project.
5. Click REQUEST SPEQIE LIS
Listed species
are m d b the Ecological Services Program of the U.S. Fish and Wildlife Service.
1 ie isted under the Endangered Species Act are threatened or endangered; IPaC also shows
Xpecies that are candidates, or proposed, for listing. See the listing status page for more
information.
The following species are potentially affected by activities in this location:
Birds
NAME
STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/7614

Clams
NAME
Dwarf Wedgemussel Alasmidonta heterodon
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/784
Yellow Lance Elliptio lanceolata
No critical habitat has been designated for this species.
https://eCos.fws.gov/ecp/species/4511
Flowering Plants
NAME
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
STATUS
Endangered
Proposed Threatened
STATUS
Endanger
https://ecos.fws.goWecp/species/5217
Critical habitats
Potential effects to critical habitat(s) in this loc io st a analyzed along with the endangered
species themselves.
THERE ARE NO CRITICAL HAB LOCATION.
Mi M y birds
C it s are protected under the Migratory Bird Treaty Act
and the Bald and Golden Eagle Protection Act?.
Any activity that results in the take (to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or
collect, or to attempt to engage in any such conduct) of migratory birds or eagles is prohibited unless
authorized by the U.S. Fish and Wildlife Service
3. There are no provisions for allowing the take of migratory birds that are unintentionally killed or
injured. Any person or organization who plans or conducts activities that may result in the take of
migratory birds is responsible for complying with the appropriate regulations and implementing
appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)

Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-corise rvation-concern.php
Measures for avoiding and minimizing impacts to birds
http://www fws gov/birds/management/project-assessment-tools-and-guidance/
conservation-measures.php
Nationwide conservation measures for birds
http•//www fws gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
The birds listed below are USFWS Birds of Conservation Concern that might be affected by activities in
this location. The list does not contain every bird you may find in this location, nor is it guaranteed that
all of the birds on the list will be found on or near this location. To get a better idea of the specific
locations where certain species have been reported and their level of occurrence, please refer to
resources such as the E -bird data mapping tool (year-round bird sightings by birders and the general
K
public) and Breeding Bird Survey (relative abundance maps for breeding birds). Although itis--iTiportapt
to try to avoid and minimize impacts to all birds, special attention should be given tqthe birds nhe
list below. To get a list of all birds potentially present in your project area, visit the*6bircki re Data
Tool
NAME B� I G SEASON
Black -throated Green Warbler Dendroica virens reeds May 1 to Aug 15
Blue -winged Warbler Vermivora pinus Breeds May 1 to Jun 30
Common Tern Sterna hirundo GBreeds May 1 to Aug 31
htt s://ecos.fws. ov/ec /sDed / 3
Dunlin Calidris P
I i rctt. Breeds elsewhere
O
Ease Wh -p r -will Caprimulgus vociferus Breeds May 1 to Aug 20
K tucky Warbler Oporornis formosus Breeds Apr 20 to Aug 20
King Rail Rallus elegans Breeds May 1 to Sep 5
https://ecos.fws.gov/ecp/species/8936
Least Tern Sterna antillarum Breeds Apr 20 to Sep 10
Lesser Yellowlegs Tringa flavipes Breeds elsewhere
https:Hecos.fws.gov/ecp/species/9679
Nelson's Sparrow Ammodramus nelsoni Breeds elsewhere
Prairie Warbler Dendroica discolor Breeds May 1 to Jul 31

Prothonotary Warbler Protonotaria citrea
Red-headed Woodpecker Melanerpes erythrocephalus
Red -throated Loon Gavia stellata
Rusty Blackbird Euphagus carolinus
Semipalmated Sandpiper Calidris pusilla
Short -billed Dowitcher Limnodromus griseus
https://ecos.fws.gov/ecp/species/9480
Southeastern American Kestrel Falco sparverius paulus
https://ecos. fws.gov/ecp/species/4076
Wood Thrush Hylocichla mustelina
Breeds Apr 1 to jul 31
Breeds May 10 to Sep 10
Breeds elsewhere
Breeds elsewhere
Breeds elsewhere
Breeds elsewhere
Breeds Apr_31
Bre ds ay 10 to Aug 31
Probability of Presence Summar
The graphs below provide our best understand h birds of concern are most likely to be
present in your project area. This infora`tian can b s
red to tailor and schedule your project activities
to avoid or minimize impacts to b' s.
Probability of Presence (
Each green bar repr e tsWird's relative probability of presence in your project's counties during a
particular wee- of the ear. (A year is represented as 12 4 -week months.) A taller bar indicates a higher
probabi ity, sp cies presence. The survey effort (see below) can be used to establish a level of
confi a ce i l'the presence score. One can have higher confidence in the presence score if the
c 1pn Ing survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the week
where the species was detected divided by the total number of survey events for that week. For
example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of
them, the probability of presence of the Spotted Towhee in week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence is
calculated. This is the probability of presence divided by the maximum probability of presence
across all weeks. For example, imagine the probability of presence in week 20 for the Spotted
Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week
of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of
presence score.

To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ( )
Yellow bars denote when the bird breeds in the Bird Conservation Region(s) in which your project lies.
If there are no yellow bars shown for a bird, it does not breed in your project area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the counties of your project area. The number of surveys is expressed as
a range, for example, 33 to 64 surveys.
To see a bar's survey effort range, simply hover your mouse cursor over the bar.
No Data (-)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe -
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information.
�X
probability of presence breeding seaso'survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AAUG S OCT NOV DEC
Black -throated _ _ _ _
I I I soil 1W ----- - - - -
Green Warbler
Blue -winged ---- ---- —�� 111 --- ----
----
Warbler
Common Tern — — — — — — — — — — — — — I ._ --- — — — — ( ( IIII I — — — — — — — —
Dunlin — — — —
—----
Eastern Whip -poor-
will
KentudV arble — — — — — — — — — — — — — I I I( I I 1
Kin ail I I
Least Tern — — — — — — — — — — — — — I I
Lesser Yellowlegs I ---- T*�1 — — — — — — — — —$16 hi— _ I --- ---'I
Nelson's Sparrow — ---- —1-- — — — — ----
Prairie Warbler --- — - I I I I I!1 III ( 1 1 11 1 1 (1 301 I T T I I — ---- ----
Prothonotary
Warbler
SPECIES
Red-headed
Woodpecker
JAN FEB MAR APR MAY JUN JUL
IIII $W oil$ 6_111 I (I I IIII I
AUG SEP OCT NOV DEC
IIII IIII 1 l 1 loll Ilii

� � 2
Red -throated Loon --- — - I— --- - — - -- ---- __ . --- _11—
Rusty Blackbird T111 I I I 1 1111 111 __ -- -- ---- ---- 1-1 A
Semipalmated I I I p M1 0__
Sandpiper
Short -billed
Dowitcher
---- ---- ----
Southeastern
American Kestrel I f s Ii1) IIIA 1111 1111 1111 1111 IHI T I TT ITTT TT
Wood Thrush __-- 114 1111 1111 11 11 1111 1 1 1 1 11 i _ ___-__ ____
Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory bi s.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to a l�gr'a . en
location year round. Such measures are particularly important when birds are most likely to occur i hct area.
To see when birds are most likely to occur in your project area, view the Probability of Pr. �.ices uummn-yry. Special
attention should be made to look for nests and avoid nest destruction during the breeding s ,ason.The best
information about when birds are breeding can be found in Birds of North America"( A nline under the "Breeding
Phenology" section of each species profile. Note that accessing this info, rmatt n ay re wire a subscription. Additional
measures and/or permits may be advisable depending on the type c 'vity u _ re conducting and the type of
infrastructure or bird species present on your project site. I
What does IPaC use to generate the migratory birt' Ilyy iTccurring in my specified location?
The Migratory Bird Resource List is comprised�:Sp
ds of ConservationConcern (BCC) that might be affected by
activities in your project location. Th. ,�ds concern because it has been determined that without
additional conservation action r, ikgly to become candidates for listing under the Endangered Species Act
(ESA). �
The migratory bio -list gratedTor your project is derived from data provided by the Avian Knowledge Network
(AKN). The AKN'd a is based on a growing collection of survey, banding, and citizen science datasets. The AKN list
represeall 'rds eporLed to be occurring at some level throughout the year in the counties in which your project
.�Tlt tisli en narrowed to only the Birds of Conservation Concern for your project area.
AgN, t Migratory Bird Resource list only includes species of particular priority concern, and is not representative of
all birds that may occur in your project area. Although it is important to try to avoid and minimize impacts to all birds,
special attention should be made to avoid and minimize impacts to birds of priority concern. To get a list of all birds
potentially present in your project area, please visit the E -bird Explore Data Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in
my specified location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian
Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science
datasets.
Probability of presence data is continuously being updated as new and better information becomes available.
How do I know if a bird is breeding, wintering, migrating or present year-round in my project area?

To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-
round), you may refer to the following resources: The The Cornell Lab of Ornithology All About Birds Bird Guide, or (if
you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a
bird entry on your migratory bird species list indicates a breeding season, it is probable the bird breeds in your
project's counties at some point within the time -frame specified. If "Breeds elsewhere" is indicated, then the bird likely
does not breed in your project area.
Facilities
Wildlife refuges
Any activity proposed on National Wildlife Refuge lands must undergo a 'Compatibility Determi ati '
conducted by the Refuge. Please contact the individual Refuges to discuss any questions o s
THERE ARE NO REFUGES AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATIO .
Wetlands i %National Wetlands Inventory
Impacts to N etla s an other aquatic habitats may be subject to regulation under Section 404 of
the Clea to ct, or other State/Federal statutes.
F$r rr inf mation please contact the Regulatory Program of the local U.S. Army Corps of Engineers
This location overlaps the following wetlands:
FRESHWATER FORESTED/SHRUB WETLAND
PF01A
FRESHWATER POND
PUBHh
A full description for each wetland code can be found at the National Wetlands Inventory website:
https://ecos.fws.gov/ipac/wetlands/decoder
Data limitations

The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information
on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery.
Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use
of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland
boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the
amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata
should be consulted to determine the date of the source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be
occasional differences in polygon boundaries or classifications between the information depicted on the map and the
actual conditions on site.
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aer' 'm ery
as the primary data source used to detect wetlands. These habitats include seagrasses or submerged
vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastalSo
deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from vee se
habitats, because of their depth, go undetected by aerial imagery.
Data precautions
Federal, state, and local regulatory agencies with jurisdiction over n m ine and describe wetlands in a
different manner than that used in this inventory. There is no a r the design or products of this
inventory, to define the limits of proprietary jurisdictio ate, or local government or to establish the
geographical scope of the regulatory programs of g rn age cies. Persons intending to engage in activities
involving modifications within or adjacent to v a hould seek the advice of appropriate federal, state, or
local agencies concerning specified a re
activities.
'0
10:
ms and proprietary jurisdictions that may affect such

Water Resources
ENVIRONMENTAL QUALITY
November 9, 2017
Jay Meyers, Public Utilities Director
Town of Fuquay-Varina
1415 Holland Road
Fuquay-Varina, NC 27526
ROY COOPER
Governor
MICHAEL S. REGAN
Secreta v
LINDA CULPEPPER
Interim Urreelor
Subject: Buffer Determination Letter
NBRRO 417-371
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B.0233)
USGS
To o
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Intermittent/Perennial Determination (where local buffer
X
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
S2
(governmental and/or interjurisdictional
X
projects)
X
Project Name
Address/Location:
Stream(s):
Fuauay-Varina NE Waterline Extension
Lake Wheeler Road, between'Ten Ten Road and Brighton Forest Drive
Mills Branch and Middle Creek
Determination Date: November 8, 2017 Staff: Gary Kreiser
Stream
VIM* Not
Subject
Subject Start
Stop' Soil
Survey
USGS
To o
SI
X
X
X
S2
X
X
X
S3
X
X
X
S4
X
X
X
S5
X
X
S6
X
X
S7
X
X
X
S8
X
X
Pond I
X
X
X
Pond 2
X
X
X
Pond 3
X
X
X
*E111P = Ephentertrl/Interniittent/Pei-ennicrl
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http:i!lx)rtal.ncdenr.org'wel>..'wcl�aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Locution: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Fuquay-Varina NE Waterline Extension `
Wake County
November 9, 2017
Page 2 of 2
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject" have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Iliggins;
DWR — 401 & Buffer Permitting Unit, 1617 Mail Service Center; Raleigh, NC 2 7699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Iliggins; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbruy
Street, Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Gary Kreiser at [phone].
Siltcere y,
Danny S th
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Linda Diebolt, Hazen and Sawyer (electronic copy) ldiebolt(�i;;harenandsa�r 4_ercom

S8: Not Subject
Not Present
17-371 Fuquay-Varina NE Waterline Extension
Pond 1: Subject
S1: Subject
►A �aoi p
Apo At
Ct
S3: Not Subject
�v
/84c
S7: Subject "°"
(4 Aesr 4q'
f
ac
a l
CO wsz w:d
Ma
a "
A&V trey ~ ``
tp
t`
C
C95T
Was
�r Pond 2: Not Subject
WAD '
52: Subject �•
AIM
Pond 3: Not Subject
a
S4: Not Subject Q
ON
�> Not •
;4; •
S6: Not Subject,
Not Present
I SrATf� Map provided by NCDEQ
I " _'J"' Division of Water Resources
Legend: )
;�P����� p A S; :: Locations are approximate
-Approximate Site boundary: 3j I' and are provided for ref-
erence only
n

17-371 Fuquay-Varina NE Waterline Extension
PROJECT SITE
Approximately 3.3 miles of 12 -in
S6: Not Subject,
Not Depicted
1✓v. A.T'r %�
Vol Map provided by NCDEQ
Legend:
" '' Division of Water Resources
-Approximate Site boundary: Locations are approximate
and are provided for ref-
erence only
4+w

a
TOWN OF FUQUAY-VARINA, NORTH CAROLINA
NE WATERLINE EXTENSION
SEPTEMBER 2017
FINAL DRAWINGS - FOR REVIEW PURPOSES ONLY
F uc�un"'r-vnP; N /- .
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RALEIGH, NORTH CAROLINA 27607
LICENSE N0.: C-0381

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J
ABBREVIATIONS
LEGEND
LINETYPES
INDEX OF DRAWINGS
APPROX
ASPH
APPROXIMATE
JB
JUNCTION BOX
EXISTING IRON PIN
EDGE OF GRAVEL
SHEET NO. SHEET TITLE
EXISTING IRON REBAR
GPS CONTROL MONUMENT
EDGE OF PAVEMENT
GENERAL
BLDG
BUILDING
LAT
LAV
LATERAL
LAVATORY
CONCRETE R/W MONUMENT
MATCH LINE
CVR COVER
BOC
BACK OF CURB
LB
POUND/LINE BACK
NO POINT SET
Gl ABBREVIATIONS, LEGEND, AND DRAWING INDEX
LF
LP
LINEAR FEET
LIGHT POLE
UTILITY POLE
EASEMENT
G2 GENERAL NOTES AND EROSION CONTROL NOTES
LOC
LIMITS OF CONSTRUCTION
G3 OVERALL DRAWING LAYOUT
CB
CATCH BASIN
LIGHT POLE
SANITARY SEWER
CE
CONSTRUCTION EASEMENT
BOLLARD
ct
CAST IRON/CUBIC INCHES
MH
MANHOLE
JOHNSON POND ROAD TO OPTIMIST FARM ROAD
CIP
CAST IRON PIPE
MIN
MINIMUM
WATER VALVE
SEWER MANHOLE
PLAN AND PROFILE
CL
CENTER LINE
MISC
MISCELLANEOUS
IRRIGATION CONTROL VALVE
CMP
CORRUGATED METAL PIPE
FENCE
Pi STA -5+00 TO STA 0+00
CM
CONCRETE MONUMENT
WATER METER
P2 STA 0+00 TO STA 10+00
CO
CLEANOUT
FIRE HYDRANT
GUARDRAIL
P3 STA 30+00 TO STA 20+00
CONC
CONST
CONCRETE
CONSTRUCTION
N
NTS
NORTH
NOT TO SCALE
SIGN
P4 STA 20+00 TO STA 30+00
P6 STA 30+00 TO STA 40+00
CONT
CONTINUOUS
RB INLET
': -
- _-- CURB & GUTTER
P6 STA 40+00 TO STA 50+00
CONTR
CONTRACTOR
CATCH BASIN
CATCH BASIN
P7 STA 50+00 TO STA 60+70
WATER MAIN
DI
DROPINET
OHE
OVERHEAD ELECTRIC
SEWER CLEANOUT
LAKE WHEELER ROAD - SOUTH
DIA
DIMDIMENSION
DIAMETER
SEWER MANHOLE
FIBER OPTIC CABLE
PLAN AND PROFILE
DIP
DUCTILE IRON PIPE
STORM MANHOLE
ft
PROPERTY LINE
TELEPHONE MANHOLE
UNDERGROUND ELECTRIC
PB STA 0+00 TO STA 10+00
PPPOWER
POLE
-
P9 STA 10+00 TO STA 20+00
PVMT
PAVEMENT
BACKFLOW P0.EVENTER
UNDERGROUND COMMUNICATIONS
Plo STA 20+00 TO STA 30+00
E
EAST/EASEMENT
PRV
PRESSURE RELIEF VALVE
GAS TANK CAP
P11 STA 30+00 TO STA 40+00
EA
EACH
P12 STA 40+00 TO STA 50+00
EID
EXIST IRON PIPE/PIN
CABLE PEDESTAL
GAS MAIN
P13 STA 50+00 TO STA 60+00
EL OR ELEV
ELEVATION
QTY
QUANTITY
TELEPHONE PEDESTAL
P14 STA 60+00 TO STA 70+00
ELEC
ELECTRIC/ELECTRICAL
OVERHEAD ELECTRIC
P15 STA 70+00 TO STA 76+00
ENGR
ENGINEER
HEATING AND AC UNIT
-
ENT
ENTRANCE
RCP
REINFORCED CONCRETE PIPE
HAND HOLE BOX
- -
STORM DRAIN
EOG
EDGE OF GRAVEL
REQD
REQUIRED
LAKE WHEELER ROAD - NORTH
EDP
EDGE OF PAVEMENT
REV
REVISE
POWER TRANSFORMER
PLAN AND PROFILE
EQ
EQUAL
RJ
RESTRAINED JOINT
MONITORING WELL
PROPERTY LINE
EX
EXISTING
RIP
RESTRAINED JOINT PIPE
P1STA 76+00 TO STA 5+00
R/W
RIGHT OF WAY
GUY WIRE
RIGHT -OF -WAV
P377 9
STA 85+00 TO STA 95+00
MAILBOX
PIs STA 95+00 TO STA 105+00
FDC
FIRE DEPARTMENT CONNECTION
5
SOUTH/SLOPE
TREES
DITCH, CREEK OR BRANCH
P19 STA 105+00 TO STA 115+00
FFE
FINISHED FLOOR ELEVATION
SAN
SANITARY
P21 STA 115+00 TO STA 125+00
SCH
SCHEDULE
SHRUBS
`-
TREE LINE
P22 STA 125+00 TO STA 135+00
P23 STA 135+00 TO STA 145+00
SO
STORM/SITE DRAIN
TITLE COMMITMENT REFERENCES
®
P23 STA 145+00 TO STA 154+20
FH
FIRE HYDRANT
SEW
SF
SEWER
SQUARE FEET
CONTROL ACCESS
LANDSCAPE
FM
FORCE MAIN
SH7
SHEET
FIBER FILTRATION TUBE
FP
FLAG POLE
SPEC
SPECIFICATION
TEMPORARY CONSTRUCTION EASEMENT
EROSION AND SEDIMENT CONTROL
FT
FEET
SQ
SQUARE
SEDJACKET
SS
SANITARY SEWER
INLET PROTECTION
®
--- PERMANENT CONSTRUCTION EASEMENT
JOHNSON POND ROAD TO OPTIMIST FARM ROAD
SSMH
SANITARY SEWER MANHOLE
G
GAS/GAS LINE
ST
STREET
Cl STA -5+00 TO STA 10+00
GC
GEN ERAL CONTRACTOR
STA
STATION
SILT FENCE
C2 STA 10+00 TO 30+00
GI
GALVANIZED IRON
STD
STANDARD
C3 STA 30+00 to 50+00
GR
GRADE
EXIST INDEX CONTOUR
C4 STA 50+00 TO 60+70
GV
GATE VALVE
GW
GUY WIRE
LAKE WHEELER ROAD -SOUTH
TCE
TEMPORARY CONSTRUCTION EASEMENT
EXIST INTERMEDIATE CONTOUR
TEL
TELEPHONE
STA 0+00 TO STA 20+00
H
HEIGHT
TYP
TYPICAL
LW—CS
— l— LW— LIMITS OF DISTURBANCE
C6 STA 20+00 TO 40+00
H.H.
HAND HOLE BOX
C7 STA 40+00 TO 60+00
HORZ
HORIZONTAL
C8 STA 60+00 TO 76+00
UGE
UNDERGROUND ELECTRIC
UGT
UNDERGROUND TELECOM
LAKE WHEELER ROAD -NORTH
I
IRON
UTIL
UTILITY
PIPE HATCH PATTERNS
IE
INVERT ELEVATION
C9 STA 76+00 TO 95+00
IN INCH
INV INVERT
C10 STA 95+00 TO 115+00
W
W/
WEST/WIDTH/WATER
WITH
RESTRAINED JOINT PIPE
C11 STA 115+00 TO 135+00
C12 STA 135+00 TO 154+20
WL
WATERLINE
wM
WATER METER
wV
WATER VALVE
TOWN OF FUQUAY-VARINA
Dl STANDARD DETAILS
D2 STANDARD DETAILS
D3 STANDARD DETAILS
STANDARD DETAILS
D4 EROSION AND SEDIMENT CONTROL DETAILS
D5 EROSION AND SEDIMENT CONTROL DETAILS
DETAIL KEYING
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF THREE METHODS:
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PROJECT
ENGINEER:
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028398 x
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TOWN OF FUQUAY-VARINA
NORTH CAROLINA
GENERAL
ABBREVIATIONS, LEGEND,
DATE: SEPTEMBER 2017
DESIGNED BY: C. NELSON
HAZEN No.: 31240-004
DRAWN BY: J. GREENE
CONTRACT NO.: 1
CHECKED BY: T. TANT
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4011 WESTCHASE BOULEVARD, SUITE 500
NE WATERLINE EXTENSION
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DRAWING
NUMBER:
IF THIS BAR DOES NOT
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MEASURE 1" THEN DRAWING
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RALEIGH, NORTH CAROLINA 27607
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LICENSE N0.: C-0381
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CONSTRUCTION SEQUENCE:
1. CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF
THE STATE APPROVED EROSION CONTROL PLAN AND THE STORM
WATER POLLUTION PREVENTION PLAN. THE CONTRACTOR SHALL
NOTIFY THE STATE LAND QUALITY SECTION, AT [phone] AT
LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.
2. INSTALL ALL TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES IN LOCATIONS AS SHOWN ON THE CONTRACT
DRAWINGS. NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES
MAY BEGIN UNTIL ALL TEMPORARY SEDIMENT AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED. CLEAR ONLY THE AREA
REQUIRED FOR INSTALLATION OF EROSION CONTROL MEASURES.
3. ONCE ALL TEMPORARY EROSION CONTROL MEASURES HAVE BEEN
INSTALLED, THE SITE SHALL BE CLEARED AND GRUBBED, AS
REQUIRED, WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON
THE CONTRACT DRAWINGS.
4, ONCE CLEARING AND GRUBBING IS COMPLETE, PIPELINE ACTIVITIES
MAY BEGIN. ANY TOPSOIL STRIPPED SHALL BE STOCKPILED ONSITE
IN LOCATION DESIGNATED BY THE OWNER OR ENGINEER. THE
STOCKPILE SHALL HAVE A PERIMETER SILT FENCE INSTALLED AS
DIRECTED BY THE ENGINEER AND SHALL BE SEEDED WITH
TEMPORARY SEEDING MEASURES. THE EROSION CONTROL AND
SEEDING MEASURES FOR THE STOCKPILE AREA SHALL BE
MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES.
5. EARTHWORK EXCAVATION AND FILL OPERATIONS CAN BEGIN ONCE
TOPSOIL HAS BEEN REMOVED AND STOCKPILED.
6. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS
NECESSARY FOR INSTALLATION OF PIPE SHALL BE STOCKPILED ON
SITE OR REMOVED FROM SITE BY CONTRACTOR. ANY SOILS TAKEN
OFFSITE BECOMES THE CONTRACTORS RESPONSIBILITY, AND SHALL
BE STOCKPILED AT LOCATIONS WITH ALL REQUIRED STATE AND
LOCAL PERMITS.
7. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH
STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF
TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAY'S TIME
SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON
THE UPHILL SIDE OF THE TRENCH. A BASE LAYER OF SCREENING
FINES SHALL BE USED UNDER ALL DEPOSITS OF SPOIL MATERIALS
ALONG THE ROADWAY. PIPING SHALL BE CAPPED AT END OF EACH
DAYS WORK TO PREVENT SEDIMENT FROM ENTERING. TRENCH
SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND
DISTURBED AREA SEEDED WITH TEMPORARY SEEDING MEASURES IF
APPROPRIATE.
8. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED AS SOON AS
PRACTICABLE ON DISTURBED AREAS BUT IN ANY EVENT WITHIN
FOURTEEN (14) DAYS. DISTURBED SLOPES STEEPER THAN 3:1 SHALL
BE TEMPORARILY SEEDED WITHIN SEVEN (7) DAYS UNLESS SLOPE
LENGTH IS TEN (10) FEET OR LESS AND NOT STEEPER THAN 2:1.
DISTURBED SLOPES 3:1 OR FLATTER SHALL BE TEMPORARILY
SEEDED WITHIN FOURTEEN (14) DAYS UNLESS SLOPE LENGTH IS
GREATER THAN 50 FEET. ALL CUT SLOPES SHALL BE NO STEEPER
THAN 1.5:1. IF GRADING IS COMPLETED OUTSIDE OF OPTIMUM
GERMINATION SEASONS OR WHEN UNFAVORABLE WEATHER
CONDITIONS PREVENT ESTABLISHMENT OF VEGETATIVE GROUND
COVER, GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A
ROLLED EROSION CONTROL PRODUCT.
9. ONCE PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL
OF THE STATE LAND QUALITY SECTION ([phone]) HAS BEEN
GRANTED, TEMPORARY SEDIMENT CONTROL MEASURES MAY BE
REMOVED. ANY AREAS DISTURBED BY THE REMOVAL OF THESE
MEASURES SHALL BE RETURNED AS CLOSELY AS POSSIBLE TO
ORIGINAL CONDITION AND SEEDED, MULCHED, AND FERTILIZED.
GENERAL:
1. EXISTING UTILITIES ARE SHOWN FOR GENERAL INFORMATION ONLY.
CONTRACTOR TO LOCATE UTILITIES IN ADVANCE OF THE WORK TO
DETERMINE EXACT SIZE, DEPTH, LOCATION AND OTHER UTILITIES
NOT SHOWN.
2. WHEN PROPOSED LINE IS IN CLOSE PROXIMITY TO EXISTING LINES,
CONTRACTOR SHALL DIG TEST PITS TO LOCATE EXISTING LINES.
THIS SHALL BE WELL IN ADVANCE OF PIPE LAYING OPERATIONS, SO
THE ENGINEER/OWNER HAS ADEQUATE TIME TO MAKE ANY
NECESSARY RE -ALIGNMENTS OR ADJUSTMENTS.
3. MINIMUM FOUR FEET COVER ON WATERLINES UNLESS SHOWN
OTHERWISE.
4. DEFLECT PROPOSED PIPE AS NECESSARY. DO NOT EXCEED 75% OF
MANUFACTURERS RECOMMENDED DEFLECTION.
5. ALL SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS PART 126, SUBPART P, AMENDED TO DATE.
6. ALL ASPHALT ROADS, ASPHALT DRIVEWAYS, AND CONCRETE
DRIVEWAYS SHALL BE SAW CUT. CONCRETE DRIVEWAYS SHALL BE
ISSUED FOR
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
REPLACED TO NEAREST UNDISTURBED JOINT.
7. CONTRACTOR TO REPLACE DAMAGED DRIVEWAY CULVERTS WITH
SAME SIZE RCP PIPE EITHER. IF EXISTING PIPE IS LESS THAN 15",
THEN 15" MUST BE PROVIDED (PER NCDOT REQUIREMENTS). NO
PLASTIC PIPE ALLOWED.
8. CONTRACTOR TO PROVIDE ADEQUATE SUPPORT FOR POWER POLES.
COMPACT TRENCH FIVE (5) FEET EACH SIDE OF POWER POLES TO
95%-98% STANDARD PROCTOR.
9. MAILBOXES REQUIRED TO BE REMOVED DURING CONSTRUCTION
SHALL BE REPLACED.
30. IF NECESSARY, PROVIDE TRAFFIC CONTROL, BARRIERS, TRENCH
COVERS, AND ALL ELSE REQUIRED TO PERFORM THE WORK IN
ACCORDANCE WITH NCDOT SAFETY STANDARDS.
11. RESTORE ALL DRIVES, FENCING, PAVEMENT, AND GRASSED AREAS
TO THEIR ORIGINAL CONDITION AND MAINTAIN UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
12. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF PAVEMENT, EDGE
OF TCE, EDGE OF NCDOT R/W OR SILT FENCE (OPEN AREAS) AS
INDICATED ON INDIVIDUAL DRAWINGS.
13. REASONABLE EFFORTS WILL BE MADE BY THE CONTRACTOR TO
MINIMIZE REMOVAL OF LARGE TREES AT THE EDGES OF
CONSTRUCTION CORRIDORS.
14. THE CONTRACTOR IS TO RECORD MEASUREMENTS (BY
ESTABLISHING OFFSET POINTS) TO ANY SIGN THAT NEEDS TO BE
REMOVED FOR CONSTRUCTION SO THE SIGN CAN BE REPLACED AT
ITS EXACT ORIGINAL LOCATION AND HEIGHT. THE SIGNS ARE TO BE
REINSTALLED THE SAME DAY THEY ARE REMOVED.
15. BASE MAPPING (PHOTOGRAPHY, PLANIMETRICS, ELEVATIONS,
CONTOURS AND PROPERTY BOUNDARIES) WAS PROVIDED BY ALLIED
ASSOCIATES, PA.
16. FIRE HYDRANTS SHALL BE PLACED IN BACK OF DITCH AND AS CLOSE
TO THE ROAD RIGHT-OF-WAY AS POSSIBLE IN ROADWAY SECTIONS.
NO VALVES ARE TO BE PLACED IN DITCH, THIS MAY REQUIRE
VALVES TO BE SET AT HYDRANT INSTEAD OF AT HYDRANT TEE.
17. FIRE HYDRANTS SHALL HAVE MINIMUM 3 FEET CLEAR SPACE FROM
ANY PERMANENT STRUCTURE.
18. NO WATER MAIN VALVES ARE TO BE PLACED WITHIN 3 -FEET OF
EDGE OF PAVEMENT, WHITE LINE IS NOT CONSIDERED TO BE EDGE
OF PAVEMENT. NO VALVE IS TO BE PLACED IN DITCH LINE.
19. VALVE BOXES, AND CONCRETE PROTECTOR RINGS ARE TO BE SET
FLUSH WITH GRADE.
20. ANY AND ALL HAZARDOUS MATERIAL TO BE HANDLED AND
DISPOSED OF IN AN APPROVED LANDFILL AND IN ACCORDANCE
WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS.
21. IN WETLANDS, THE TOP 6 TO 12 INCHES OF THE TRENCH SHOULD
NORMALLY BE BACKFILLED WITH TOPSOIL FROM THE TRENCH. THE
TRENCH CANNOT BE CONSTRUCTED OR BACKFILLED IN SUCH A
MANNER AS TO DRAIN WATERS OF THE UNITED STATES (E.G.,
BACKFILLING WITH EXTENSIVE GRAVEL LAYERS, CREATING A
FRENCH DRAIN EFFECT).
22. IN WETLANDS, ANY EXPOSED SLOPES AND STREAM BANKS MUST BE
STABILIZED IMMEDIATELY UPON COMPLETION OF THE UTILITY LINE
CROSSING OF EACH WATERBODY.
EROSION CONTROL:
1. CONTRACTOR TO POST EROSION CONTROL PERMIT ON JOB SITE AS
REQUIRED.
2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE BEFORE, OR
AS SOON AS POSSIBLE AFTER, ANY LAND CLEARING OR
DISTURBANCE ACTIVITIES MAY BEGIN.
3. STORM DRAINAGE INLETS SHALL BE PROTECTED WITH APPROPRIATE
EROSION CONTROL MEASURES AT ALL TIMES.
4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY
AND IMMEDIATELY AFTER EVERY RAINFALL EVENT GREATER THAN
0.5", AND REPAIRED OR REPLACED AS NECESSARY.
5. EROSION CONTROL MEASURES SHALL BE CLEANED OF
ACCUMULATED SEDIMENT WHEN VOLUME OF MEASURE IS HALF FULL.
REMOVED SEDIMENT SHALL BE DISPOSED OF IN SUCH A MANNER AS
TO PREVENT FURTHER SEDIMENT TRANSPORT.
6. SEEDING OF ALL DISTURBED AREAS SHALL BE AS SPECIFIED ON
THIS SHEET. TEMPORARY CHANNEL LINING SHALL BE SEEDED AT
TIME OFINSTALLATION. SEEDING AND MULCHING SHALL BE
PERFORMED AFTER EVERY 1000 FT. OF PIPE IS INSTALLED OR 15
C. BELK
C. NELSON
3. GREENE
CHECKED BY: T. TANT
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
WORKING DAYS, WHICHEVER IS MORE FREQUENT.
7. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS
NECESSARY FOR INSTALLATION OF PIPE SHALL BE STOCKPILED ON
SITE OR REMOVED FROM SITE BY CONTRACTOR. ALL ONSITE SOIL
STOCKPILE AREAS SHALL BE WITHIN THE CONSTRUCTION EASEMENT
AS SHOWN ON THE DRAWINGS AND SEEDED WITH TEMPORARY
AND/OR PERMANENT SEEDING MEASURES FOR THE DURATION OF
CONSTRUCTION ACTIVITIES. ANY SOILS TAKEN OFF SITE BECOMES
THE CONTRACTORS RESPONSIBILITY AND SHALL BE DISPOSED OF
AT LOCATIONS WITH ALL REQUIRED STATE AND LOCAL PERMITS.
8. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
ENTIRE SITE IS COMPLETELY STABILIZED WITH VEGETATION AS PER
SEEDING SPECIFICATIONS AND SCHEDULE. ALL TEMPORARY
EROSION CONTROL DEVICES ARE TO BE REMOVED AFTER COMPLETE
STABILIZATION HAS BEEN ACHIEVED AND UPON APPROVAL OF
STATE LAND QUALITY SECTION (919-791-4200).
9. RESTORE DITCH/SWALE CROSSINGS TO ORIGINAL CONTOUR AND
SLOPE, EXCEPT WHERE NOTED.
10. WHERE "STD *.**"IS REFERENCED ON THE PLANS, CONTRACTOR
SHALL REFER TO THE "STATE OF NORTH CAROLINA - EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL".
11. ALL EROSION CONTROL DETAILS ARE SHOWN ON DETAIL DRAWINGS
D4 & 05. CONTRACTOR SHALL REFER TO THE "STATE OF NORTH
CAROLINA - EROSION SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL".
12. ANY RUNOFF COLLECTED WITHIN THE BORE PIT MUST PASS
THROUGH AN APPROVED FILTERING DEVICE BEFORE BEING
DISCHARGED TO EXISTING STORM DRAINS, CHANNELS, OR OTHER
SURFACE CONVEYANCES. SEE TEMPORARY SEDIMENT FILTER BAG
DETAIL 0227038/D4.
13. DEWATERING SHALL BE ACCOMPLISHED BY PUMPING
SEDIMENT -LADEN WATER TO A SEDIMENT BAG OR OTHER APPROVED
DEVICE. ADDITIONAL MEASURES SUCH AS HAY BALES PLACED
ALONG THE PERIMETER OF THE SEDIMENT BAG MAY BE USED TO
PROVIDE ADDITIONAL SEDIMENT REMOVAL FROM WATER SEEPING
FROM THE BAG.
14. SEDIMENT BAGS SHALL BE PLACED ON FLAT, VEGETATED AREAS
AWAY FROM STORM DRAINS OR OTHER SURFACE CONVEYANCES.
PLACE HAY BALES OR STONE BENEATH SEDIMENT BAGS TO AID
DRAINAGE AND REMOVAL.
15. ANY COLLECTED SEDIMENT SHALL BE PROPERLY DISPOSED OF
OFF-SITE AT A LOCATION WITH ALL NECESSARY DISPOSAL PERMITS
IN PLACE.
11. TOTAL ACREAGE DISTURBED: APPROXIMATELY 10.89 ACRES.
INSTALLATION SPECIFICATIONS:
1. WORK TO BE PERFORMED SHALL CONSIST OF FURNISHING AND
INSTALLING COMPLETE AND READY FOR SERVICE ALL WATER MAINS
AND APPURTENANCES IN ACCORDANCE WITH THE CONTRACT PLANS
AND SPECIFICATIONS. PRIOR TO COMMENCING WORK, THE
CONTRACTOR WILL PROVIDE 2 WORKING DAYS NOTICE TO TOWN OF
FUQUAY-VARINA, NCDOT, AND ALL OTHER APPROPRIATE UTILITY
COMPANIES.
2. TRENCH EXCAVATION IN ROCK SHALL BE A MINIMUM OF 2 FEET
WIDER THAN THE NOMINAL PIPE DIAMETER. EXCAVATION SHALL BE
6" BELOW THE PROPOSED INVERT OF THE PIPE AND
BACKFILLED(CUSHIONED) WITH CLEAN SOIL OR SAND.
3. BACKFILL ALONG SIDES AND IMMEDIATELY OVER PIPE UNIFORMLY
AND SIMULTANEOUSLY ON BOTH SIDES OF THE PIPE TO PREVENT
LATERAL DISPLACEMENT. BACKFILL MATERIAL AROUND PIPE SHALL
BE FREE OF ROCKS AND OTHER DEBRIS. TRENCH BACKFILL UNDER
EXISTING OR PROPOSED PAVING AND ROAD SHOULDERS SHALL BE
COMPACTED TO A DENSITY OF 95 PERCENT OF MAXIMUM DRV
DENSITY.
4. ENCASEMENT PIPE SHALL BE INSTALLED BY DRY BORING AND
JACKING. CASING DIAMETER, LENGTH, AND WALL THICKNESS SHALL
BE AS SHOWN ON PLANS. MATERIALS AND WORKMANSHIP IN THE
EXISTING OR PROPOSED NCDOT RIGHT OF WAY SHALL CONFORM TO
NCDOT STANDARDS AND SPECIFICATIONS. THE CONTRACTOR
MAKING THE BORED CROSSING SHALL NOTIFY NCDOT PRIOR TO THE
START OF WORK WITH ENOUGH NOTICE FOR NCDOT TO PROVIDE
INSPECTORS.
S. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM
EXISTING OR PROPOSED SANITARY SEWERS. WATER MAINS SHALL
HAVE A MINIMUM OF 18" VERTICAL SEPARATION OVER SEWER
MAINS. WHERE THIS SEPARATION IS NOT POSSIBLE OR THE WATER
MAIN IS LAID UNDER THE SEWER MAIN, BOTH THE WATER AND
SEWER PIPE SHALL BE DUCTILE IRON PIPE. CENTER PIPE SPANS AT
POINT OF INTERSECTION IN ORDER TO HAVE 10 FEET FROM WATER
LINE JOINT TO POINT OF INTERSECTION.
6. MINIMUM COVER FOR WATER MAINS SHALL BE 48 INCHES. MINIMUM
TRENCH WIDTH SHALL BE PIPE DIAMETER PLUS 18 INCHES.
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SEASON
RALEIGH, NORTH CAROLINA 27607
SEED
LICENSE NO.: C-0381
7. ALL PIPE SHALL BE THOROUGHLY CLEANED OF ALL EARTH MATERIAL
AND RUBBISH BEFORE BEING PLACED IN THE TRENCH. BELL HOLES
WILL BE DUG AT EACH JOINT. PIPE SHALL BE PLACED ON FIRM,
SMOOTH FOUNDATION TO PREVENT SUBSEQUENT SETTLEMENT.
8. CONCRETE THRUST BLOCKING SHALL BE CONSTRUCTED AT ALL
BENDS, TEES, REDUCERS, AND DEAD ENDS AND WHERE
CONDITIONS WARRANT. ALL FITTINGS AND ACCESSORIES TO BE
WRAPPED WITH POLYETHYLENE FILM PRIOR TO PLACING BLOCKING.
9. HYDRANTS SHALL BE SET PLUMB AS INDICATED ON THE DRAWINGS
WITH THE PUMPER CONNECTION 18 INCHES ABOVE GRADE. THE
BACK OF THE HYDRANT, OPPOSITE THE PIPE CONNECTION, SHALL BE
FIRMLY BLOCKED AGAINST THE VERTICAL FACE OF THE TRENCH
WITH POURED -IN-PLACE CONCRETE TO PREVENT THE HYDRANT
FROM BLOWING OFF THE LINE. HYDRANTS SHALL BE RODDED OR
RESTRAINED BY MEGA -LUG. PIPE FROM TEE TO HYDRANT SHALL BE
DUCTILE IRON. CLEAN CRUSHED STONE OR GRAVEL SHALL BE
PLACED AROUND THE BASE OF EACH HYDRANT ABOVE THE
SUPPORTING FOUNDATION AND TO WITHIN 12 INCHES OF THE
GROUND LINE. STONE OR GRAVEL SHALL EXTEND AT LEAST 10
INCHES AWAY FROM THE HYDRANT BARREL IN ALL DIRECTIONS.
HYDRANTS SHALL BE OPENED AND FLUSHED PRIOR TO PRESSURE
TESTING OF THE LINES.
10. VALVE BOX ASSEMBLY SHALL BE SET PLUMB, TRUE AND TO GRADE.
(SEE VALVE INSTALLATION DETAIL)
11. ALL WATERLINES SHALL BE PRESSURE TESTED TO 200 PSI AT THE
HIGH POINT OF THE SECTION BEING TESTED FOR A PERIOD OF 2
HOURS. TEST PROCEDURE SHALL BE IN ACCORDANCE WITH AWWA
C605.
12. ALL WATERLINES SHALL BE FLUSHED, DISINFECTED, AND BACTERIA
TESTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO
BEING PUT INTO SERVICE.
13. WATER LINES SHALL BE PLACED BEHIND THE EDGE OF PAVEMENT AS
INDICATED ON THE DRAWINGS. DEFLECTIONS TO NEGOTIATE
OBSTACLES AS REQUIRED ARE ALLOWED BUT NO WATERLINE SHALL
BE PLACED CLOSER THAN 3 FEET FROM THE EDGE OF PAVEMENT.
14. ALL TAPPING SLEEVES AND VALVES SHALL BE AIR TESTED AT 150
P.S.I. FOR A MINIMUM OF 15 MINUTES. TESTING IS TO TAKE PLACE
BEFORE TAPS ARE MADE.
SEEDING SCHEDULE
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS
TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE
FROM THE WEEKLY SELF MONITORING PROGRAM OF THE NPDES STORMWATER
PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION
REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN
ACCORDANCE WITH THE NCGS 113A 54.1 AND 15A NCAC 48.0131. THE
SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET
FROM HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION. IF YOU HAVE ANY
QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT
[phone].
• LIME SHALL BE APPLIED AT A MINIMUM OF 2 TONS PER ACRE WITH 3
TONS PER ACRE IN CLAY SOILS. APPLICATION RATES AND/OR
CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL
TEST. TACK MULCH BY APPLYING AT 0.10 GAL/YD 2
FERTILIZER SHALL BE 10-10-10 ANALYSIS.
"* SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS:
P- PERMANENT SEEDING (LB/AC)
150 KY -31 TALL FESCUE
TF- TEMPORARY FALL SEEDING (LB/AC)
120 RYE (GRAIN)
TW - TEMPORARY WINTER SEEDING (LB/AC)
40 GERMAN PEARL OR BROWN TOP MILLET
TS - TEMPORARY SUMMER SEEDING (LB/AC)
120 RYE GRAIN
APPLICATION RATES IN POUNDS/ACRE
SEED-
PLANTING
O
PHODODENDRON CAROLINIANUM
CAROLINA
STRAW
TOPDRESSING
S-6' HIGH
MIXTURE
SEASON
LIME*
SEED
FERTILIZER'
MULCH'
(LB/AC)'
COMMENTS
P
FEB IS - APRIL 30
4000
150
1000
4000
700-1000 OF
SEPT 1 - OCT 31
2' SPACING
30-10-10
HYDRANGEA QUERCIFOLIA
OAKLEAF HYDRANGEA
9
3 GAL.
6'-8' HIGH /
60 OF NITROGEN
W SPACING
KALMIA LATIFOLIA
MOUNTAIN LAUREL
OVERSEED WITH TYPE P SEED MIXTURE
TW
]AN 1 -MAV 1
2000
170
750
4000
DURING NEXT PLANTING SEASON
5' SPACING
PERENNIAL
MUHLENBERGIA CAPILLARIS
PURPLE MUHLY
63
1 GAL
OVERSEED WITH TYPE SEED MIXTURE
TS
MAY 1-
2000
40
750
4000
2' SPACING
DURING NEXT PLANTING SEASON
AUGUST 15
OVERSEED WITH TYPE P SEED MIXTURE
7F
AUG 15 -DEC 30
2000
120
1,000
4000
50 OF
DURING NEXT PLANTING SEASON
NITROGEN IN
MARCH
Qz PLANT SCHEDULE
PLANT TYPE SYMBOL BOTANICAL NAME COMMON NAME QTY. CALIPER HEIGHT/SPACING
SHRUBS
O
PHODODENDRON CAROLINIANUM
CAROLINA
9
3 GAL.
S-6' HIGH
RHODODENDRON
X SPACING
1
VACCINIUM ANGUSTIFOLIUM
LOWBUSH BLUEBERRY
28
3 GAL.
V-2- HIGH
2' SPACING
HYDRANGEA QUERCIFOLIA
OAKLEAF HYDRANGEA
9
3 GAL.
6'-8' HIGH /
W SPACING
KALMIA LATIFOLIA
MOUNTAIN LAUREL
1
3 GAL.
4'-10'
j
5' SPACING
PERENNIAL
MUHLENBERGIA CAPILLARIS
PURPLE MUHLY
63
1 GAL
2'-3' HIGH
GRASS
2' SPACING
NOTES:
I. THE HEIGHT OF ALL SHRUBS SHALL BE 15" MIN. AT TIME Of PLANTING.
TOWN OF FUQUAY-VARINA
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NE WATERLINE EXTENSION
GENERAL
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RALEIGH, RALEIGH, NORTH CAROLINA 27607
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LICENSE NO.: C-0381
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NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS, SIZES
AND ELEVATIONS ARE APPROXIMATE. PRIOR
TO ANY WORK OR PIPE PURCHASES,
CONTRACTOR SHALL VERIFY SIZE, MATERIAL,
RESTRAINT SYSTEM, HORIZONTAL AND
VERTICAL LOCATION OF ALL EXISTING PIPE
THAT AFFECTS INSTALLATION OF NEW PIPE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN Y OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR MAY
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
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NOTES:
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1. EXISTING UTILITIES ARE SHOWN FOR
VER: 1" = 4'
X
GENERAL INFORMATION ONLY. CONTRACTOR
-
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- - -
WORK TO DETERMINE EXACT SIZE, DEPTH,
DATE: SEPTEMBER 2017
LOCATION AND OTHER UTILITIES NOT
HAZEN NO.: 31240-004
SHOWN.
-
2. EXISTING WATER MAIN LOCATIONS AND
e`s DRAWN BY: J. GREENE
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TOWN OF FUQUAY-VARINA
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NE WATERLINE EXTENSION
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTI LM ES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
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TRENCH IS WITHIN T OF POLE OR GUY
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SHOWN MAY ALSO REQUIRE TEMPORARY
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POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
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WHEN OWNER AND/OR
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CONTRACTOR SHALL COORDINATE
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ADDITIONAL POLES NOT
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FOR GENERAL INFORMATION ONLY.
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UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE,
DEPTH, LOCATION AND OTHER
UTILITIES NOT SHOWN.
2. EXISTING WATER MAIN LOCATIONS
AND ELEVATIONS ARE
APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT
WHEN OPEN TRENCH IS WITHIN 3'
OF POLE OR GUY WIRES AND
WHEN OWNER AND/OR
CONDITIONS WARRANT.
CONTRACTOR SHALL COORDINATE
WITH POWER UTILITY.
ADDITIONAL POLES NOT
SPECIFICALLY SHOWN MAY ALSO
REQUIRE TEMPORARY SUPPORT IF
EXCAVATION IS WITHIN SOF
POLES.
4. WHERE APPLICABLE, CONTRACTOR
TO REMOVE AND REPLACE
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TOWN OF FUQUAY-VARINA
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DATE: SEPTEMBER 2017
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PLAN AND PROFILE,Vc
DATE: SEPTEMBER 2017
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TOWN OF FUQUAY-VARINA
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PLAN AND PROFILE,Vc
DATE: SEPTEMBER 2017
DESIGNED BY: NELSON
HAZEN NO.: 31240-004
1.
� DRAWN BY: ). GREENE
CONTRACT NO.: 1
NE WATERLINE EXTENSION
'
CHECKED BY: T. TANT
DRAWING
NUMBER:
'i IF THIS BAR DOES NOT
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STOP
RALEIGH, NORTH CAROLINA 27607
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
LICENSE NO.: C-0381
STA 30+00 TO STA 40+00
P5

47+00
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN 3' OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
- 5 40 20 0 40'
3340
g
00 414-00 42 00 43 00 44 00 46 00 47 00 48 00 49 00 50 OD60
e
4 2 0 4'
PROFILE
HOR: I" = 40'
8 VER: 1" = 4'
PROJECT
ENGINEER: C. RELIC
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HAZEN No.: 31240-004
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STA 41+43
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PLAN
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1"=40'
47+00
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN 3' OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
- 5 40 20 0 40'
3340
g
00 414-00 42 00 43 00 44 00 46 00 47 00 48 00 49 00 50 OD60
e
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NUMBER:
a ¢ IF THIS BAR DOES NOT
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RALEIGH, NORTH CAROLINA 27607
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NE WATERLINE EXTENSION
410
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0
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4011 WESTCHASE BOULEVARD, SUITE 500
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LICENSE NO.: C-0381
TOWN OF FUQUAY-VARINA
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NE WATERLINE EXTENSION
410
400
390
380
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6040 60 70 1"=40'-0"
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1
PLAN AND PROFILE
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b 1
0+00
_ 1+00 2+00 4+00 5+00 6+00 7+00 8+00 9+00
i I
1 310
1 300
1 290
a
1" = 40'
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE. PRIOR TO
ANY WORK OR PIPE PURCHASES,
CONTRACTOR SHALL VERIFY SIZE, MATERIAL,
RESTRAINT SYSTEM, HORIZONTAL AND
VERTICAL LOCATION OF ALL EXISTING PIPE
THAT AFFECTS INSTALLATION OF NEW PIPE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
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WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
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SUPPORT IF EXCAVATION IS WITHIN Y OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
280
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10
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1 310
1 300
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1" = 40'
NOTES:
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GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE. PRIOR TO
ANY WORK OR PIPE PURCHASES,
CONTRACTOR SHALL VERIFY SIZE, MATERIAL,
RESTRAINT SYSTEM, HORIZONTAL AND
VERTICAL LOCATION OF ALL EXISTING PIPE
THAT AFFECTS INSTALLATION OF NEW PIPE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN 3' OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN Y OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
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TO THE CONTRACT.
280
0+00
1+00 2+00
3+00 +0
5+00 6+00
7+00 8+00 9+00
5
10
4
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40 20 0 40'
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TOWN OF FUQUAY—VARINA
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t$ DRAWN BY: 1. GREENE
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I"=40'
NOTES:
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GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN T OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T Of
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
ao 20 o ao
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j$ DESIGNED BY: C. NELSON
MAZEN NO.: 31240-004
DRAWN BY: I.GREENE
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NE WATERLINE EXTENSION
35 CHECKED BY: T. TANT
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If THIS BAR DOES NOT
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WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
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TRENCH IS WITHIN T OF POLE OR GUY
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CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
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POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
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STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINALINVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
40 20 0 40'
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PLAN AND PROFILE
DATE: SEPTEMBER 2017
DESIGNED BY: C. NELSON
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HAZEN NO.: 31740-004
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LICENSE NO.: C-0381
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TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTI LMES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
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TRENCH IS WITHIN Y OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
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4. WHERE APPLICABLE, CONTRACTOR TO
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TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
40 20 0 40'
4 2 0 4'
DATE: SEPTEMBER 2017
LAKE WHEELER ROAD -SOUTH HAZENNO.: 31240-004
PLAN AND PROFILE CONTRACT NO.: 1
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TOWN OF FUQUAY-VARINA
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NE WATERLINE EXTENSION
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTI LMES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
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CONDITIONS WARRANT. CONTRACTOR SHALL
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4. WHERE APPLICABLE, CONTRACTOR TO
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TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
40 20 0 40'
4 2 0 4'
DATE: SEPTEMBER 2017
LAKE WHEELER ROAD -SOUTH HAZENNO.: 31240-004
PLAN AND PROFILE CONTRACT NO.: 1
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454-00 4640
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5010140
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49+00 __ .. _. 50 00
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PLAN AND PROFILE
DATE: SEPTEMBER 2017
DESIGNED BY: C. NELSON
HAZEN NO.: 31240-004
DRAWN BY: J. GREENE
"-
NE WATERLINE EXTENSION
CONTRACT NO.: 1
CHECKED BY: T. TANT
's
DRAWING
NUMBER:
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o 1/2" 1"
RALEIGH, NORTH CAROLINA 27607
STA 40+00 TO STA 50+00
REV ISSUED FOR
DATE BY IS NOT TO FULL SCALE
LICENSE NO.: C-0381
P12

NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GEN ERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
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TRENCH IS WITHIN T OF POLE OR GUY
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O CONDITIONS WARRANT. CONTRACTOR SHALL
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4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
f
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PLAN AND PROFILE
DATE: SEPTEMBER 2017
;g DESIGNED BY: C. NELSON
HAZEN NO.: 31240-004
$ DRAWN BY: 3. GREENE
CONTRACT NO.: 1
NE WATERLINE EXTENSION
pCHECKED BY: T. TANT
DRAWING
NUMBER:
IF THIS BA0. DOES NOT
o 1/2•• 1"
-- MEASURE 1" THEN DRAWING
STOP
RALEIGH, NORTH CAROLINA 27607
STA 60+00 TO STA 70+00
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
LICENSE NO.: C-0381
P14

400
390
380
370
REV ISSUED FOR
SEE DWG P7 FOR
CONTINUATION ON
OPTIMIST FARM ROAD
PLAN
1" =40'
0
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CHECKED BY:
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IF THIS BAR DOES NOT
0
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1/2" 1"
IS NOT TO FULL SCALE
70 LF 18' 0 STEEL CASING
t -0.250 -(MIN)
SEE DETAIL100.01/Dl --
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LICENSE NO.: C-0381
400
390
380
- LAKE WHEELER ROAD - NORTH
SEE DWG P16
JOHNSON POND ROAD TO
OPTIMIST FARM ROAD
1
I
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TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
75+00
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN T OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
LAKE WHEELER ROAD - NORTH
STA 75+13 = 60+70
1'x12" 21x"TEE
STA 75+14
12" GATE VALVE
STA 75+07
12' GATE VALVE
SEE NOTE 5
LAKE WHEELER ROAD - SOUTH
LAKE WHEELER ROAD (SR #1375) i
60' R/W (ASPHALT) I I
I I
I I
10 5 0 30'
INSET "A"
40 20 0 40'
4 2 0 4'
DATE: SEPTEMBER 2017
LAKE WHEELER ROAD -SOUTH HAZEN NO.: 31240-004
PLAN AND PROFILE CONTRACT NO.: 1
DRAWING
NUMBER:
STA 70+00 TO STA 76+00 P15

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78+00
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FIRE HYDRANT ASSEMBLY
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CHECKED BY:
T. TANT
IF THIS BAR DOES NOT 0
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LICENSE NO.: C-0381
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GEN ERLOCATE
INFORMATION ONLY. CONTRACTOR
TO UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN T OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
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SUPPORT IF EXCAVATION IS WITHIN 3' OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
40 20 0 40'
1"=40'-0"
4 2 0 4-
1"=4'-O"
DATE: SEPTEMBER 2017
LAKE WHEELER ROAD - NORTH HAZENNo.: 31240-004
PLAN AND PROFILE CONTRACT NO.: 1
DRAWING
NUMBER:
STA 76+00 TO STA 85+00
P16

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Hen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICE6.
NSE NO.: C-0381
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN 3' OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T OF
POLES,
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
1"=40'-0"
1"=4'-0"
LAKE WHEELER ROAD - NORTH
PLAN AND PROFILE
STA 85+00 TO STA 95+00
40 20 0 40'
4 2 0 4 -
DATE: SEPTEMBER 2017
HAZEN NO.: 31240-004
CONTRACT NO.: 1
DRAWING
NUMBER:
P17

98+00
97+00
99+00
PLAN
I" = 40'
NOTES:
/ 1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN T OF POLE OR GUY
12" PVC 0900 WATER MAIN WIRES AND WHEN OWNER AND/OR
101+04 CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
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NUMBER:
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LICENSE NO.: C-0381
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CONTRACT NO.: 1
DRAWING
NUMBER:
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TO LOCATE UTILTTIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN Y OF POLE OR GUY
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CONDITIONS WARRANT. CONTRACTOR SHALL
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ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN Y OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
40 20 0 40'
1"=40'-O"
4 2 0 4'
DATE: SEPTEMBER 2017
LAKE WHEELER ROAD - NORTH HAZENNO.: 31240-004
PLAN AND PROFILE CONTRACT NO.: 1
DRAWING
NUMBER:
STA 125+00 TO STA 135+00 P21
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LICENSE NO. :C-0381
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILTTIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN Y OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
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ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN Y OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
40 20 0 40'
1"=40'-O"
4 2 0 4'
DATE: SEPTEMBER 2017
LAKE WHEELER ROAD - NORTH HAZENNO.: 31240-004
PLAN AND PROFILE CONTRACT NO.: 1
DRAWING
NUMBER:
STA 125+00 TO STA 135+00 P21

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PLAN
1" = 40'
8$
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9 _I/ REV I ISSUED FOR
PROJECT C. BELK
ENGINEER:
DESIGNED BY: C. NELSON
DRAWN BY: J. GREENE
CHECKED BY: T. TANT
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
I5 NOT TO FULL SCALE
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN T OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
40 20 0 40'
1"=40•-0'•
4 2 0 4'
DATE: SEPTEMBER 2017
LAKE WHEELER ROAD - NORTH
HAZEN No.: 31240-004
PLAN AND PROFILE CONTRACT NO.: 1
DRAWING
NUMBER:
STA 135+00 TO STA 145+00 P22
PROFILE
HOR:1" = 40'
VER: 1" = 4'
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4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN T OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRE TEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
40 20 0 40'
1"=40•-0'•
4 2 0 4'
DATE: SEPTEMBER 2017
LAKE WHEELER ROAD - NORTH
HAZEN No.: 31240-004
PLAN AND PROFILE CONTRACT NO.: 1
DRAWING
NUMBER:
STA 135+00 TO STA 145+00 P22

420 420
NOTES:
1. EXISTING UTILITIES ARE SHOWN FOR
GENERAL INFORMATION ONLY. CONTRACTOR
TO LOCATE UTILITIES IN ADVANCE OF THE
WORK TO DETERMINE EXACT SIZE, DEPTH,
LOCATION AND OTHER UTILITIES NOT
SHOWN.
2. EXISTING WATER MAIN LOCATIONS AND
ELEVATIONS ARE APPROXIMATE. PRIOR TO
ANY WORK OR PIPE PURCHASES,
CONTRACTOR SHALL VERIFY SIZE, MATERIAL,
RESTRAINT SYSTEM, HORIZONTAL AND
VERTICAL LOCATION OF ALL EXISTING PIPE
THAT AFFECTS INSTALLATION OF NEW PIPE.
3. PROVIDE POWER POLE SUPPORT WHEN OPEN
TRENCH IS WITHIN T OF POLE OR GUY
WIRES AND WHEN OWNER AND/OR
CONDITIONS WARRANT. CONTRACTOR SHALL
COORDINATE WITH POWER UTILITY.
ADDITIONAL POLES NOT SPECIFICALLY
SHOWN MAY ALSO REQUIRETEMPORARY
SUPPORT IF EXCAVATION IS WITHIN T OF
POLES.
4. WHERE APPLICABLE, CONTRACTOR TO
REMOVE AND REPLACE AFFECTED EXISTING
STORM DRAINAGE PIPE AND/OR STRUCTURES
TO ORIGINAL INVERT ELEVATIONS AND WITH
LIKE MATERIALS AT NO ADDITIONAL COST
TO THE CONTRACT.
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DATE: SEPTEMBER 2017
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31240-004
tiFE
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1
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T. TANT
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RALEIGH, NORTH CAROLINA 27607
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60' R/W (ASPHALT)
-4+00
FIBER FILTRATION TUBE, TYP.
SEE DETAIL S/DS
12" PVC 0900 WATER =N
LIMITS OF DISTURBANCE, TYP. —
TEMPORARY SLOPE MATTING, TYP.
MINIMUM SHEAR STRESS 1.75 LBS/FT2
SEE DETAIL 2/D4
PLAN
1"=40'
EDGE OF PAVEMENT, TYP.
SILT FENCE, TYP.
SEE DETAIL 4/D4
10' TEMPORARY EASEMENT
NOTES:
1. CONTRACTOR SHALL RESTORE DRIVEWAY,
CULVERT, AND CHANNEL AS REQUIRED, TO
EXISTING OR BETTER CONDITION. SEE GENERAL
NOTES, G2.
2. CONTRACTOR SHALL USE FIBER FILTRATION
TUBES, PIPE INLET PROTECTION, OR APPROVED
EQUAL, IN FRONT OF CULVERT OPENINGS.
T
n
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SEE DETAIL 5/D5 60' R/W (20' ASPHALT) SEE DETAIL. 2/D4 7
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ENGINEER: CAR CAR TOWN OF FUQUAY-VARINA EROSION AND SEDIMENT CONTROL DATE: SEPTEMBER 2017
DESIGNED BY: C. NELSON O��NESS/ O`'�L O��N Old
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0
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TEMPORARY SLOPE MATTING, TYP.
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NOTES:
1. CONTRACTOR SHALL RESTORE DRIVEWAY,
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NOTES, G2.
2. CONTRACTOR SHALL USE FIBER FILTRATION
TUBES, PIPE INLET PROTECTION, OR APPROVED
EQUAL, IN FRONT OF CULVERT OPENINGS.
3. CONTRACTOR SHALL COORDINATE WITH UTILITY
TO PROVIDE TEMPORARY SUPPORT, IF NECESSARY,
FOR EXISTING POWER POLE.
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aQ
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N40'120' 1ACIONG PIT
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SEE NOTE 1
FIBER FILTRATION TUBE,
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MINIMUM SHEAR STRESS, 1.75 LBWF'T2 _ —1.._ .. _
SEE DETAIL 2/D4 -- 1 i
PLAN
1" = 40'
7�1s.J_1_ MATCHLINE
20k20' RECEMNG PIT '' �
POWER POLE, SEE NOTE 3 STA 30+00
60 LF 18' 0 STEEL CASING
-0.2S0'(MIN)
40 20 0 40'
1"=40'-0"
TOWN OF FUQUAY-VARINA EROSION AND SEDIMENT CONTROL DATE: SEPTEMBER 2017
NORTH CAROLINA HAZEN NO.: 31240-004
JOHNSON POND ROAD TO CONTRACT NO.: 1
OPTIMIST FARM ROAD DRAWING
NE WATERLINE EXTENSION NUMBER:
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PROJECT
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4011 WESTCHASE BOULEVARD, SUITE 500
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REV ISSUED FOR DATE I By]IS NOT TO FULL SCALE
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
7�1s.J_1_ MATCHLINE
20k20' RECEMNG PIT '' �
POWER POLE, SEE NOTE 3 STA 30+00
60 LF 18' 0 STEEL CASING
-0.2S0'(MIN)
40 20 0 40'
1"=40'-0"
TOWN OF FUQUAY-VARINA EROSION AND SEDIMENT CONTROL DATE: SEPTEMBER 2017
NORTH CAROLINA HAZEN NO.: 31240-004
JOHNSON POND ROAD TO CONTRACT NO.: 1
OPTIMIST FARM ROAD DRAWING
NE WATERLINE EXTENSION NUMBER:
STA 10+00 TO 30+00 C2

8 �
DRIVEWAY CROSSING, SEE NOTE 1
TEMPORARY SLOPE MATTING, TYP.
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SEE DETAIL 2/D4
O
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y SEE DETAIL 1/D4
hQ - 40 LF 1W 0 STEEL CASING
vJ t-0.250•(MIN)
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SEE DETAIL
PIPE INLET PROTECTION, TYP.
SEE DETAIL G/DS
LIMITS OF DISTURBANCE, TYP.
FIBER FILTRATION TUBE, TYP.
SEE DETAIL 5/D5
12" PVC 0900 WATER MAIN —
DRIVEWAY CROSSING
SEE NOTE 1
PLAN
I" = a0•
OPTIMIST FARM ROAD
DRIVEWAY CROSSING
SEE NOTE 1 --\..
PERMANENT SLOPE MATTING, TYP.
MINIMUM SHEAR STRESS 3.0 LBS/FT2
SEE DETAIL 29K
NOTES:
F
K
1. CONTRACTOR SHALL RESTORE DRIVEWAY,
0J
EXISTING OR BETTER CONDITION. SEE GENERAL
Oa
NOTES, G2.
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12" PVC 0900 WATER MAIN —
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SEE NOTE 1
PLAN
I" = a0•
OPTIMIST FARM ROAD
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SEE NOTE 1 --\..
PERMANENT SLOPE MATTING, TYP.
MINIMUM SHEAR STRESS 3.0 LBS/FT2
SEE DETAIL 29K
ao zo o 40'
1"=a0'-0"
PROJECT C. BELK
ENGINEER: DATE: SEPTEMBER 2017
DESIGNED BY: C. NELSON �tN caRo�� �tN caRo�� TOWN OF FUQUAY-VARINA NAND SEDIMENT CONTROL
=0 �OEESSip '%9 2� �-Etssp'/y ��� NORTH CAROLINA HAZEN No.: 31240-004
DRAWN BY: C. McNICOL ° SEALS ` SEAL ` Y JOHNSON POND ROAD TO CONTRACT NO.: 1
BINV 028398.OPTIMIST FARM ROAD
CHECKED BY: T. TANT
_Yc�NCE��(�? C'y� fNCINEEQ'�� 4011 WESTC ASE BOULEVARD, HAZEN AND RD SUITE 500 NE WATERLINE EXTENSION NUMBER:
DRAWING
IF THIS BAR DOES NOT 0 112" 1" �'VCL SP1" 'STOP�E'
REV ISSUED FOR DATE BY
IS NOT TO FULL SCALE WING Itlti RALEIGH,LICENSE TNO.CAROLINA
C-0381 Z760T STA 30+00 to 50+00 C3
NOTES:
1. CONTRACTOR SHALL RESTORE DRIVEWAY,
CULVERT, AND CHANNEL AS REQUIRED, TO
EXISTING OR BETTER CONDITION. SEE GENERAL
NOTES, G2.
2. CONTRACTOR SHALL USE FIBER FILTRATION
TUBES, PIPE INLET PROTECTION, OR APPROVED
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PROJECT C. BELK
ENGINEER: DATE: SEPTEMBER 2017
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=0 �OEESSip '%9 2� �-Etssp'/y ��� NORTH CAROLINA HAZEN No.: 31240-004
DRAWN BY: C. McNICOL ° SEALS ` SEAL ` Y JOHNSON POND ROAD TO CONTRACT NO.: 1
BINV 028398.OPTIMIST FARM ROAD
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_Yc�NCE��(�? C'y� fNCINEEQ'�� 4011 WESTC ASE BOULEVARD, HAZEN AND RD SUITE 500 NE WATERLINE EXTENSION NUMBER:
DRAWING
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REV ISSUED FOR DATE BY
IS NOT TO FULL SCALE WING Itlti RALEIGH,LICENSE TNO.CAROLINA
C-0381 Z760T STA 30+00 to 50+00 C3

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PLAN VIEW 40 20 0 40'
1"=2D'
PROJECT C. BELK
ENGINEER: TOWN OF FUQUAY-VARINA EROSION AND SEDIMENT CONTROL DATE: SEPTEMBER 2017
CaR0CAR NORTH
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CHECKED BY: T. TANT �' OPTIMIST FARM ROAD
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DRAWI
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IS NOT TO FULL SCALE NG �� "LEIGH,LICESETNO. A 6038127607 STA 50+00 TO 60+70 C4
NOTES:
1. CONTRACTOR SHALL RESTORE DRIVEWAY,
CULVERT, AND CHANNEL AS REQUIRED, TO
EXISTING OR BETTER CONDITION. SEE GENERAL
NOTES, G2.
2. CONTRACTOR SHALL USE FIBER FILTRATION
TUBES, PIPE INLET PROTECTION, OR APPROVED
EQUAL, IN FRONT OF CULVERT OPENINGS.
10'TEMPORARY EASEMENT
SEE DWG CS FOR
L_ �5
41
CONTINUATION
ON LAKE WHEELER
X
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N
SEE NOTE 1
12" PVC 0900 WATER MAIN
PERMANENT SLOPE MATTING, TYP.
MINIMUM SHEAR STRESS 3 LBS/FT-
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PROJECT C. BELK
ENGINEER: TOWN OF FUQUAY-VARINA EROSION AND SEDIMENT CONTROL DATE: SEPTEMBER 2017
CaR0CAR NORTH
NORTH CAROLINA HAZENNO.: 31240-004
2� aFosi y9 =O OFCss/ y, H�C� n
DESIGNED BY: C. NELSON ASN VL�N
g DRAWN BY: C. MCNICOL a�SEAL apSEAL� Y JOHNSON POND ROAD TO CONTRACT NO.: 1
3$ r 16560 � 02839B '
CHECKED BY: T. TANT �' OPTIMIST FARM ROAD
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EDGE OF PAVEMENT, TYP. —
UNITS OF DISTURBANCE, TYP.
REMOVE BLOWOFF ASSEMBLY
AND CONNECT TO EXISTING
12' WATER MAIN
LAKE WHEELER ROAD (SR #1375)
60' R/W (ASPHALT)
D t
FIBER FILTRATION TUBE, TYP.
SEE DETAIL S/DS
PERMANENT SLOPE MATTING, TYP.
MINIMUM SHEAR STRESS 3 UWF72
SEE DETAIL 2/D4
12' PVC 0900 WATER WAIN
PLAN
1" = 40'
NOTES:
1. CONTRACTOR SHALL RESTORE DRIVEWAY,
CULVERT, AND CHANNEL AS REQUIRED, TO
EXISTING OR BETTER CONDITION. SEE GENERAL
NOTES, G2.
2. CONTRACTOR SHALL USE FIBER FILTRATION
TUBES, PIPE INLET PROTECTION, OR APPROVED
EQUAL, IN FRONT OF CULVERT OPENINGS.
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MEASURE 1"THEN DRAWING
- REV ISSUED FOR DATE B1' IS NOT TO FULL SCALE LICENSE NO.: C-0381 C5
O
O
LAKE WHEELER ROAD (SR #1375)
OD
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60' R/W (ASPHALT) EDGE OF PAVEMENT, TYP.
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LIMITS OF DIM RBANCE, TYP.
-71
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SEE DETAIL ZID4
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NOTES:
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NOTES, G2.
2. CONTRACTOR SHALL USE FIBER FILTRATION
TUBES, PIPE INLET PROTECTION, OR APPROVED
EQUAL, IN FRONT OF CULVERT OPENINGS.
C
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A
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ENGINEER: C. BELK TOWN OF FUQUAY-VARINA DATE: SEPTEMBER 2017
.$ DESIGNED BY: C. NELSON =oc��oE s y9 CAR20�QOE S/pO< Hawn NORTH CAROLINA EROSION AND SEDIMENT CONTROL HAZEN NO.: 31240-004
^b DRAWN BY: C. MCNICOL SE `SEAL ` x LAKE WHEELER ROAD - SOUTH CONTRACT NO.: 1
3^ r 18560 A 028398 —�
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IF THIS BAR DOES NOT 0 1/2" 1" �9� s y�/STOPNF'�
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MEASURE 1"THEN DRAWING
- REV ISSUED FOR DATE B1' IS NOT TO FULL SCALE LICENSE NO.: C-0381 C5

0
0
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- REV ISSUED FOR DATE BY IS NOT TO FULL SCALE LICENSE NO.: C-0381 C6
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1. CONTRACTOR SHALL RESTORE DRIVEWAY,
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DRAWN BY: C. MCNICOL `SEAL a SEAL `
3 § r 18560 028398
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- REV ISSUED FOR DATE BY IS NOT TO FULL SCALE LICENSE NO.: C-0381 C6

NOTES:
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ENGINEER:OWN OF FU UAY-VARINA DATE: SEPTEMBER 2017
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7 �
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MIN94UM SHEAR STRESS, 1.75 LBS/FT2
SEE DETAIL 2/D4
PLAN
1" = 40'
12' PVC 0900 WATER MAIN
Q
V
FIBER FILTRATION TUBE, TYP. ..
SEE DETAIL 5/DS TEN TEN ROAD
.. ... 60' R/W (ASPHALT)
--�+ --�
147+00 148+00 149+00 150+00153+0 0
.ao --�-� 0 152+00 +
r.�
153+00
SILT FENCE, TYP. -
SEE DET'AL 4/D4
12• PVC C900 WATER MAIN DRIVEWAY CROSSING
LIMITS OF DISTURBANCE, TYP. SEE NOTE I LLIDRIVEWAY CROSSING
EDGE OF PAVEMENT, TYP. SEE NOTE 1
W
2
S
ti
Q
f
.
REMOVE BLOWOFF ASSEMBLY
AND CONNECT TO EIGSTING
12' WATER MAIN
o fOO<
40 20 0 40'
PROJECT C. BELK CARO TOWN OF FU UAY-VARINA
ENGINEER: DATE: SEPTEMBER 201]
=O ?CESS/0�y� CARo 'yy �°eo ss q�'L.� NORTH CAROLINA HAZEN AND SEDIMENT CONTROL HAZEN NO.: 31240-004
DESIGNED BY: C. NELSON �/ Z/
DRAWN BY: C. MCNICOL ` SEALS ` SEAL` CONTRACT NO.: 1
7b r 18560 fJ ?0 028398 " _- LAKE WHEELER ROAD - NORTH
CHECKED BY: T. TANT �r P Gj p
*GIN EE �' F'YGINEF- HAZEN AND SAWYER DRAWING
3 IF THIS BAR DOES NOT yq y�P/ 6� 4011 WESTCHASE BOULEVARD, SUITE 500 NE WATERLINE EXTENSION NUMBER:
0 1/z" 1" fL S STOPN STA 135+00 TO 154+20
5 MEASURE 1" THEN DRAWING RALEIGH, NORTH CAROLINA 27607
REV ISSUED FOR DATE By IS NOT TO FULL SCALE LICENSE NO.: C-0381 C 12

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ASPHALT PAVEMENT
E EI I �� a TOWN OF FUQUAY-VARINA TRENCH AND PAVEMENT REPAIR 1-7-:1
6O or
FUQUAY-VARINA STANDARD DETAILS
DDS: 0,
5/8"X 3/4' WATER METER - TOP ENTRY
VERTICALLY ALIGNED
TOP OF LOCKABLE ANGLE BALL VALVE SHALL BE LOCATED CARTRIDGE DUAL TONN MAINTENANCE
CHECK VALVE ENDS AT
WITHIN 5' TO 7' OF SURFACE AND CLEAR OF UD 1 CASSE APPROVED) n,w METER BOX
I7' l'I=I=ITTT I
II- I 1 I T - III -III- '- LOCKABLE ANGLE J �-
BALL VALVE
! III ! LUG LOCK
! SET BOX ON 4'%8'X16' ~ GALVANIZED
0 MIN. SOLID CONCRETE BLOCKS :I 7• BRACE PIPE
ITI YP .III REWIRED
4' MIN, DEPTH UP TO SIDEWALK _
O SW TRANSITION TO 18' DEPTH _
I -
45' TO 60'
_ STO NE 7 WASHED
I, I I I I l 1z
UNDISTURBED SCLCII�III'IT-
box& 3/4" TYPE 'K' SOFT
CORPORATION WA m+ METER sNAu HOT x I=ATM M AWEAs COPPER PIPE, WITH NO
STOP _T To eTNIWw+ 1RArrit.
JOINTS OR COUPUNGS.
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12"
li
2Y MIN.
''STANDARD
3/4'
COPPER
SERVICE
UNE
-III-II CRIMPED
FORD
MUELLER
MCDONALD
COPPERSETTER FOR 5/8" X 3/4'
METER, BRACE PIPE REWIRED
1/
TOWN OFFuounY-VARINA 3/4 INCH AND 1 INCH WATER SERVICE
FUQUAYVARINA STANDARD DETAILS zooz
I LU,
AND METER BOX INSTALLATION
ISSUED FOR
PROJECT
C. BELK
ENGINEER:
(10 CU. R. STONE)
DESIGNED BY:
C. NELSON
DRAWN BY:
3. GREENE
CHECKED BY:
T. TANT
IF THIS BAR DOES NOT 0
MEASURE 1" THEN DRAWING
1/2" 1'
IS NOT TO FULL SCALE
CARRIER PIPE
2' GALVANIZED VENT AT HIGH END OF CASING.
VENT TO HAVE INSECT SCREEN WELDED TO END.
VENT TO BE USED FOR ALL STREAM CROSSINGS, 3.0'
NOT REQUIRED FOR TYPICAL ROADWAY BORES.
CASING END SEAL CPT INDUSTRIES MODEL. "S'HF
T,
r
COR MODEL "C" OR APPROVED EQUAL
T� N
`STEEL SPIDERS1.-
4. CARRIER -PIPE
/ --
! DRAINAGE GRAVEL SLOPE TO DRAIN
/
I CARRIER PIPE
(10 CU. R. STONE)
SUP JOINT D.I.P.
STEEL ENCASEMENT PIPE
(TYP)
CARRIER MAIN
BOX
3/4" WEEPHOLE AT LOW
.- 4' MIN. DEPTH UP TO SIDEWALK
METER SERVICE SUPPLY LINE UMBER
NUMBER OF
SIZE (INCHES) SIZE (INCHES) BRANCHES
POINT OF CASING ELEVATION
CARRIER PIPE
STEEL ENCASEMENT
ELEVATION VIEW
STEEL SPIDERS
PPE
NOTES
6'x 3/8' STEEL PLATE
_
ST7
STONE
1. STEEL "SPIDERS' SHALL BE USED FOR SUPPORT OF
-J
-i i/�
UNDISTURBED SOIL_
THE CARRIER PIPE WITHIN THE CASING PIPE.
CONTINUOUS WELD
rt
1'
2, A MINIMUM OF 2 SPIDERS PER JOINT OF
BOTH SIDES (TYP.)
'BRASS TEE: INLET S.X 3/4 INCH.
CARRIER PIPE SHALL BE REWIRED.
TOWN OF FUQ1AY-VARINA1:
STANDARD DETAILS
BRANCH WATER SERVICES
3. THE SPIDERS SHALL BE SPACED EVENLY ALONG THE
CARRIER PIPE SUCH THAT EACH SPIDER SUPPORTS
THE SAME UNIT WEIGHT OF THE CARRIER MAIN.
`O1,
4. FOR CASING SIZE SEE STANDARD SPECIFICATION
ELEVATION
TABLE 100.06.
TOWN OF FUQUAY-VARINA
CARRIER PIPE
moo+
FUQUAY-VARINA
STANDARD DETAILS
1" WATER METER--+ _ _ TOP ENTRY
_VERTICALLY ALIGNED
TOP OF METER SHALL BE LOCATED WITHIN CARTRIDGE DUALi TOWN MAINTENANCE
6' OF SURFACE AND CLEAR OF UD CHECK VALVE ENDS AT
�. CASSE APPROVED) o'w METER BOX
-•--^-'T1=_IILI
1=II IT- n=III-,..
I I I I T=
LOCKABLE ANGLE
CURB AND GUTTER
BALL VALVE —
SET BOX ON 2 ROWS OF 4'X8"X16"
(TYP)
SOLID CONCRETE BLOCKS
BOX
APPROVED MULTIPLE CONNECTIONS
.- 4' MIN. DEPTH UP TO SIDEWALK
METER SERVICE SUPPLY LINE UMBER
NUMBER OF
SIZE (INCHES) SIZE (INCHES) BRANCHES
COPPER PIPE CURB STOP NO.57
(TYPE K SOFT) BRASS TEF WASHED STONE
—WATER MAIN BRASS ELBOW
O SW TRANSITION TO 21' DEPTH
ELEVATION VIEW
45' TO
80'
/5 WASHED
BACK OF EASEMENT
F_ CURB AND GU 5,
'�i PLASTIC VALVE BOX
i WATER METER
-BRASS
TEE
CURB STOP 1 .). - VI E LINE
1" I
THERE SHALL BE NO MULTIPLE CONNECTIONS
FROM 3 4 INCH SERVICE LINES UNLESS
/ (INCH)
DESIGNED BY A PROFESSIONAL ENGINEER
STIPULATING SIZE MEETS DEMANDS.
METER BOXES SHALL BE AS DESCRIBED IN THE
_
--
ROADWAY)
ST7
STONE
STANDARD SPECIFICATIONS UNDER WATER
DISTRIBUTION; METER BOXES SHALL NOT BE
LOCATED IN AREAS SUBJECT TO VEHICULAR
TRAFFIC.
-J
-i i/�
UNDISTURBED SOIL_
CORPORATION STOP
'�.
WATER YEIFR SHALL NOT BE LOGIED M MEAS
suBscr ro rcxlWw MAmc.
GST WtM WATER MI- BOLES ARE TO KW TIC
YBx-, rrrc uos YusT a uARxm WATER
sA-
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RaR NON-REVOEunu Mvuc.naNs THAT REouME
M ABOVE-ORWND BAp(FLOW PREKHIER. M
APPNOKD NSETTER W
AY ME WAL CHELK
SSEYBLY YBE UiLLIgD.
18"
27' MIN.
111 ! !- 18'
STANDARD
1'
COPPER
fER ACE
j = - LINE
=1 ! 1=1 I CRIMPED
. —� � -III-I - � • FORD
1' TWE 'K' SOFT - � � MUELLER OR
COPPER PIPE, PATH NO MCDONALD
JOINTS OR COUPLINGS AND COPPERSETIER FOR 1'
COMPRESSION CONNECTIONS. METER, BRACE PIPE REWIRED
TOWN OFFUQUAY-VARINA 1.5 INCH AND 2 INCH WATER SERVICE
jl
D>
FUQUAY-VARINA STANDARDDETAILS AND METER BOX INSTALLATION
o�,N CARp�� HcLEX;n
? Of ESS/Ory y.Y
¢�SEAL9` Y
028398 T
HAZEN AND SAWYER
SAP/S TOPN�'Q- 4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
TOWN OF FUQUAY—VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
TOWN OF FUQUAY—VARINA
STANDARD DETAILS
DATE: SEPTEMBER 2017
HAZEN NO.: 31240-004
CONTRACT NO.: 1
DRAWING
NUMBER:
D1
EASErENT I ETER BOX (SEE DETAIL 12D000I)
I,".—yam
CURB AND GUTTER
3" BRASS NIPPLE
(OUTLET SIZE) ,
I IV FINISHED GRADE
PLASTIC VALVE
ROADWAY
BOX
APPROVED MULTIPLE CONNECTIONS
FS ANDARD SERVICE `m
SADDLE (2 BAND) SERVICE LINE --
- -:1.T• •'
1
METER SERVICE SUPPLY LINE UMBER
NUMBER OF
SIZE (INCHES) SIZE (INCHES) BRANCHES
COPPER PIPE CURB STOP NO.57
(TYPE K SOFT) BRASS TEF WASHED STONE
—WATER MAIN BRASS ELBOW
3/4 7 2
3/4 1.5 4
ELEVATION VIEW
3/4 2 10
WATER MAIN
STANDARD
SERVICE
SADDLE
(2 BAND)
BACK OF EASEMENT
F_ CURB AND GU 5,
'�i PLASTIC VALVE BOX
i WATER METER
-BRASS
TEE
CURB STOP 1 .). - VI E LINE
1" I
THERE SHALL BE NO MULTIPLE CONNECTIONS
FROM 3 4 INCH SERVICE LINES UNLESS
/ (INCH)
DESIGNED BY A PROFESSIONAL ENGINEER
STIPULATING SIZE MEETS DEMANDS.
METER BOXES SHALL BE AS DESCRIBED IN THE
_
--
ROADWAY)
COPPER PIPE ,+-\ 8' BRASS I 12' - 18'
(TYPE K SOFT)- ^`"NIPPLES BETWEEN BOXES
INLET ,
6" BRASS
STANDARD SPECIFICATIONS UNDER WATER
DISTRIBUTION; METER BOXES SHALL NOT BE
LOCATED IN AREAS SUBJECT TO VEHICULAR
TRAFFIC.
-J
_ ..
NIPPLE //(�+ SERVICE UNE—
TW. BRASS ELBOWf
CURB STOP SHALL BE CENTERED ON MULTIPLE
TYP. 3" BRASS NIPPLE ' WATER METER
BRANCH SERVICE.
EASEMENT PERMANENT WATER
PLAN VIEW METER EASEMENT
'BRASS TEE: INLET S.X 3/4 INCH.
/'
FUQUAY-VARINA
TOWN OF FUQ1AY-VARINA1:
STANDARD DETAILS
BRANCH WATER SERVICES
D,
TOWN OF FUQUAY—VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
TOWN OF FUQUAY—VARINA
STANDARD DETAILS
DATE: SEPTEMBER 2017
HAZEN NO.: 31240-004
CONTRACT NO.: 1
DRAWING
NUMBER:
D1

iLe
/' TOWN OF FUQUAY-VARINA
FUQUAY-VARINA STANDARD DETAILS HYDRANT INSTALLATION aoz
(2) CLOSED PICKHOLES
5-3/4'
s -+/a•
WATE
(UNPAVED AREAS)
t/a•
OQDpO
(RECESSED FLUSH).
� Q�OF ESS/pN9l y9
SEAL
A Y
028398W
FHCINEE� �
STOPHE'�
VALVE BOX COVER CONCRETE ENCASEMENT
IS' -0' MAX.
NO1F
1-1/2'
�--- - --- 1' MIN_.
1/3
AT 3000 S.I.
HYDRANT TO BE NTH 2'-G MIN.
PUMPER NOZZLE FACING THE
FACING
1/3
I
Y
i TYP CAL FINISHED GRADE
TYPICAL FINISHED GRADE T
5'-0' MAX.
IRA/FIRE UNE. CONCRETE SIDEWALK
2• +-
�.
��I:. ,-
1/2
IN PAVED PEAS H IN UNPAVED AREASI
STORZ ECTOR �
CONN, (IF APPLICABLE) -
1/3
10
ALL PARTS SHALL BE OF
1
CURB & y . p
GITTERn
THE SAME MATERIAL AND
rS II. 5' STORZ" CONNECTION
12
SUPPLIED BY THE SAME
CONCRETE ENCASEMENT FINISHED.'
i GRADE
2/3
MANUFACTURER----
- -
'�T If F
-'-TI'-"_:.
_ - - - -
7-5/6"
7-3/8'�
112
1/3
ROADWAY .- La 7'
i
3�
- _
1/3
--
:I
2-1/3
BASE COURSE
_ TAMPED
CAST IRON VALVE BOX
TAMPED ~—B M�
_ _
—
NOTES
1. VALVE BOX COVER Al$HWEIGH A MINIMUM 26 IDs.
2.0
< [-2 -0
BACKFILL
3/4
�--7_1/8'---
CAST FROM CLASS 35 GRAY IRON.
(PAVED AREAS) TAMPED
- MINIMUM OF 8 C.F.12"
3 SHALL BE aU.S.A. MADE AND
1-1/3
TOP SECTION
T
THICKNESS 1-2, o BACKFILL '
H OR HB BITUMINOUS I G
CONCRETE MAY BE USED H
UNDISTURBED -
SOIL Q -Z
O O
pppyyp
(PAVED PEAS) (UNPAVED AREAS)
yaT �
VALVE BOX 12' THICKNESS 1-2. O CONCRETE ENCASEMENT
?
F
I
H OR HB BITUMINOUS '' AT 3000 P.S.I.
-
MECHANICAL JOINT
CONCRETE MAY BE USED ' e
CONCRETE THRUST
P.S.I. ST BLOCK 6' GATE VALVE MECHANICAL JOINT CONCRETE BLOCKING
+/3 Cr AT 3004
(
DNOT
BOX SONTACT
MINIMUM 1/3 CY AT
DUCTDUCTILE IRON PIPE 3000 P.S.I.
CALVE
MAIN OHOUL
VALVE BOX COVER
VALVE. VALVE (TO BE LABELED "WATER' OR
MAN UNE TEE
'SEWER' AS APPROPRIATE)
- j
MAN MAIN
I I
NOTES..
PLAN VIEW
1. TOP OF BLOCKING TO BE Y FROM 4. IF HYDRANT IS LOCATED ON A DOT ROADWAY USE
- 1
NOTES
HYDRANT WEEP HOLES. DOT STANDARDS FOR LOCATION OF HYDRANT
2. HYDRANT TEE MAY BE SUBSTITUTED FOR 5, PANT HYDRANT ONE COAT AFTER INSTALLATION. PANT
TAMPEp
BACKFILL ( LOCKING 1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.
D.I.P. NIPPLE AND RODDING TO VALVE. BARREL RED, CAPS AND BONNET SILVER.
2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH
J. TAPPING SADDLES MAY BE USED INSTEAD OF A TEE
SECTION VIEW GREATER THAN 5' THURFACE USING A
FOR WATER LINES LARGER THAN 16 INCHES
OONNISTATE ROADS THE FIRE HYDRANT SHALL BE LOCATED BEHIND THE DITCH.
MANUFACTURER APPROVENO
DF EXTENSION KIFROM
T
3, PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
/' TOWN OF FUQUAY-VARINA
FUQUAY-VARINA STANDARD DETAILS HYDRANT INSTALLATION aoz
TOWN OF FUQUAY-VARINA 120 .
FUQUAY-VARINA STANDARD DETAILS VALVE BOX INSTALLATION
'OpelJHYDRANT LOCATION FOR ROADS �I
TOWN OF FUQUAY-VARINA '�,
FUQUAY-VARINA STANDARD DETAILS WITHOUT CURB AND GUTTER o,t,
" TOWN OF FUQUAY-VARINA
FUQUAY-VARINA STANDARD DETAILS
PRo3ECT C. BELK
(2) CLOSED PICKHOLES
5-3/4'
s -+/a•
WATE
1' RAISED LETTERING
t/a•
OQDpO
(RECESSED FLUSH).
� Q�OF ESS/pN9l y9
SEAL
A Y
028398W
FHCINEE� �
STOPHE'�
DRAWN BY: 3. GREENE
ToBE LABELED WATER' OR
•SEWER' AS APPROPRIATE).
1-1/2'
7_5/16-
1/3
1/3
IL
1/3
1
Y
BOX SHALL BE CENTERED
1/3
2• +-
OVER VALVE--
1/2
Tt
1/3
1/3
10
ALL PARTS SHALL BE OF
3/4
--� 5-7/16•
THE SAME MATERIAL AND
_
12
SUPPLIED BY THE SAME
>
2/3
MANUFACTURER----
- -
I��
I 9•—�
1.0
_ - - - -
7-5/6"
7-3/8'�
112
1/3
I
6-3�"
i
3�
- _
2
1/3
--
1
2-1/3
COMPLETE BOX
BOTTOM SECTION
_ _
—
NOTES
1. VALVE BOX COVER Al$HWEIGH A MINIMUM 26 IDs.
2.0
-6-5/6 -
-
2. ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE
3/4
�--7_1/8'---
CAST FROM CLASS 35 GRAY IRON.
3.0
4-1/3
3 SHALL BE aU.S.A. MADE AND
1-1/3
TOP SECTION
MANUFACTURED IN THEMBLY
TOWN OF FUQUAY-VARINA 120 .
FUQUAY-VARINA STANDARD DETAILS VALVE BOX INSTALLATION
'OpelJHYDRANT LOCATION FOR ROADS �I
TOWN OF FUQUAY-VARINA '�,
FUQUAY-VARINA STANDARD DETAILS WITHOUT CURB AND GUTTER o,t,
" TOWN OF FUQUAY-VARINA
FUQUAY-VARINA STANDARD DETAILS
PRo3ECT C. BELK
MINIMUM CONCRETE BLOCKING (C.Y.)
ENGINEER:
NOW, PIPE
DU, IN.
tN CARO
90' 1
BEND
DESIGNED BY:
C. NELSON
� Q�OF ESS/pN9l y9
SEAL
A Y
028398W
FHCINEE� �
STOPHE'�
DRAWN BY: 3. GREENE
CHECKED BY T. TANT
IF THIS BAR DOES NOT D I/2" L"
MEASURE 1" THEN DRAWING
ISSUED FOR DATE BY IS NOT TO FULL SCALE
• CONCRETE SHALL BE 3000 P.S.I. MIX.
NDIE
FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC,
NO CONCRETE SWILL COVER BOLTS OR GLANDS.
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
REACTION BLOCKINGis114
TOWN OF FUQUAY-VAR
FUQUAY-VARINA STANDARD DETAILS
THRUST COLLAR
(3.000 PSI CONCRETE)
VALVE BOX INSTALLATION I Ee120 11
SCHEDULE
MINIMUM CONCRETE BLOCKING (C.Y.)
A B
NOW, PIPE
DU, IN.
TEES &
DEAD ENDS
90' 1
BEND
45-
BEND
22-1 T
BEN
11-1 4'
D4
BEY
16"
1/3
1/3
1/3
1/3
1/3
6
1/3
1/3
1/3
1/3
1/3
8
1/3
1/2
1/3
1/3
1/3
10
2/3
3/4
1/2
1/3
1/3
12
3/4
1.0
2/3
1/3
1/3
14
1.0
1-1/2
3/4
112
1/3
16
1-1/3
2.0
1.0
1/2
1/3
1B
I-2/3
2-1/3
1-1/3
2/3
1/3
20
2.0
3.0
1-2/3
3/4
1/2
24
3.0
4-1/3
2-1/3
1-1/3
2/3
• CONCRETE SHALL BE 3000 P.S.I. MIX.
NDIE
FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC,
NO CONCRETE SWILL COVER BOLTS OR GLANDS.
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
REACTION BLOCKINGis114
TOWN OF FUQUAY-VAR
FUQUAY-VARINA STANDARD DETAILS
THRUST COLLAR
(3.000 PSI CONCRETE)
VALVE BOX INSTALLATION I Ee120 11
SCHEDULE
PIPE SIZE
A B
C
& RINGS
6' THRU 12"
12"
1
16"
12"
1
20"
12"
T-
24"
12"
=16"
2
30'
14"
2
36'
16"
2
IUNDISTURBED SOIL
B - ,
12 /8 BARS
C
ANCHOR RING DIP
COMPACTED J
BACKFILL
I_
"Pool
--
TOWN OF FUQUAY-VARINA
FUQUAY-VARINA STANDARD DETAILS THRUST COLLAR 2015
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
TOWN OF FUQUAY-VARINA
STANDARD DETAILS
DATE: SEPTEMBER 2017
HAZEN NO.: 31240-004
CONTRACT NO.: 1
DRAWING
NUMBER:
J
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q
TEE OR CROSS 3/4- ALL -THREADED. COR -TEN
STEEL RODS. (CUT TO LENGTH) VALVE
FASTENERS SHALL ALSO BE
COR -TEN.
RODDING SHALL NOT EXCEED 10 -FT
IN LENGTH.
— }— cl� 93
TYPICAL EYE BOLT
CONNECTION
CONCRETE
BLOCKING
COR -TEN ROD REQUIREMENTS
N RAI NO 5:
BRANCH SIZE NO. OF RODS 1. SEE STANDARD THRUST BLOCK.
4' 2
6" 2 2. CONCRETE SHALL NOT CONTACT BOLTS OR
8' 4 ENDS OF MECHANICAL FITTINGS.
12 6
16 B
24 10
TOWN OF FUQUAY-VARINA VALVE RODDING 12016
FUQJAY-VARINA STANDARD DETAILS
W
TYPE C
0222103R
1D BACOU
L LIGHTLY CONSOLIDATED
OF PINE
DOED IN 4 INCHES
LOOSE SOL
PROJECT
C. BILK
ENGINEER:
1
DESIGNED BY:
C. NELSON
DRAWN BY:
J. GREENE
CHECKED BY:
T. TANT
IF THIS BAR DOES NOT
0 1/2" 1"
MEASURE 1" THEN DRAWING
ISSUED FOR DATE By IS NOT TO FULL SCALE
COVER LETTERING,
'WATER"
WILL
7. HEIGHT OF mARHOLE BE
AOAFD 10 ACCUM OAI
ISTE NR
RELEASE VALVE
2 TAP SIZE AND ISOLATION VALVE TO
E SAE SIZE AS NR VALVE
3. 4' mAYEIER PRECAST MANHOLE.
4. AR RELEASE VALVE RPWG TOE
BRAS&
STANDARD RING COVER EXISTING GRADE STANDARD RING & COVER
41
41
STANDARD MANHOLE
A� RISER SECTION 12"f
WITH FLAT TOP
GATE VALVE AIR RELEASE VALVE
AIR RELE4STOP
VALVE OFFSET FROM OPENING
APPED TEE
CORPORATAIN PIPE
NON -SHRINK GROUMANHOLE STEPS
16" O.C.412- 57 STONE k
TOWN OF FUQUAY-VARINA
L
UQUAY-VARINA STANDARD DETAILS AIR RELEASE VALVE FOR WATER MAINS 120.16
NOTES:
1 CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS,
FLOWABLE FILL, ETC. SHALL BE FORMED USING
PLYWOOD OR SANDBAGS TO PROVIDE REO'D SHAPE.
TRENCH EXCAVATION LIMITS
INTERNAL W
DIAMETERWIDTH OF TRENCH
OF PIPE MAX I W -MN
OF MAXIMUM PAVEMENT
WT I REPLACEMENT WDTIH
W - TRENCH NDTH AT BOTTOM OF
PIPE TRENCH SIDE SLOPES SHALL
BE N ACCORDANCE NTH OSHA
REQUIREMENTS.
0222109
CA
= Q�F Z' ESS/OAp�`i,9
31240-004
SEAL Y
1
?0 028398
NUMBER:
:
0 FNCINEE`F ��
yP7STOPN�Q-
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
Y Y
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S' �,n Dice 5
12"
12" <<
CONCRETE
ENCASEMENT
NOTES:
1. CONCRETE SHALL BE 3,000 PSI.
2. CONCRETE ENCASEMENT NOT
REQUIRED WHEN PIPE IS AT LEAST 3
FEET UNDER THE CENTERLINE OF
CREEK BOTTOM.
3. ANY PIPE RUN REQUIRING A CREEK
CROSSING SHALL BE CONSTRUCTED
OF A CONSISTENT MATERIAL BETWEEN
MANHOLES. TRANSITIONS & FERNCO
COUPLINGS SHALL NOT BE
PERMITTED.
PIPE DIA
12" 12"
CONCRETE
ENCASEMENT
TOWN OF FUQUAY-VARINA CONCRETE ENCASEMENT
[FuQuAY-VARINA STANDARD DETAILS FOR STREAM CROSSING
,-gym ca�aoc
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
T PIPELINE
18' I (DIAMETER VARIES)
I
j--Q.ASS 8 CONCRETE
TRENCH WDTH 8' NN INTO
VARIES UNDISTURBED EARTH
ALL SIDES
SECDON
TRENCH WALL
a -AM B CONCRETE
`8' 12,8'
STAN' 17ATION
pUW STONE, TYP
UM AN71-SEEP COLLAR TO BE INSTALLED INTO
UNDISTURBED EARTH ADDITIONAL CONCRETE MAY BE
NECESSARY BASED ON ACTUAL TRENCIWORK AT NO
AODMONAL COST TO THE ON►ffR°
ANTI -SEEPAGE COLLAR
0260113
TOWN OF FUQUAY—VARINA
STANDARD DETAILS
DATE: SEPTEMBER 2017
HAZEN NO.:
31240-004
CONTRACT NO.:
1
DRAWING
NUMBER:
D3

•
V
APPROVED
DEWATERING DEVICE
LE VELOCITY
DISSOATSIPATOR
FLOW
SEDIMENT
DIKE J
PLAN VIEW
STREAM
W
DIVERSION
PUMPSp !MAKE HOSE
SUMP -HOLE OR
POOL (12' TO 18'DEEP T DIA)
` /FIAW
DISTURBED AREA LENGTH SANDBAG
NOT TO EXCEED THAT DIVERSION
WHICH CAN BE STABIL "m
IN ONE DAY
SECTION A,A
IMPERVIOUS
SFR�RNG
BASE FLOW + 1 FOOT
WORK AREA (2 FOOT MINIMUM)
CROSS SECTION OF SANDBAG DIKE
DESCRIPTION:
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND THE WORK AREA AND DEYATER WORK AREA
1. THE CONTRACTOR SHOULD STAY WITHIN THE RIOTS OF THE DSTURBANCE AS SHOWN ON THE RAMS AND MIIINOZE DISTURBANCE WITHIN THE WORK AREA WHENEVER POSSIBLE.
2. THE CONTRACTOR SHOULD ONLY BEGIN WORK N AN AREA WHICH CAN BE COMPLETED BY THE RD OF THE DAY. AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE STAID T7Fn AND THE PUMP AROUND REMOVED.
3. SANDBAG DIXES SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PMIS, AND CLEAN STREAM ROW SHOULD BE PUMPED AROUND THE WORK AREA THE PUMP SHOULD DISCHARGE ONTO A STABLE
VELOCITY DISSIPATER MADE OF WRAP OR SANDBAGS.
4. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCK AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. THE MEASURE SHOULD BE LOCATED SUCH THAT THE WATER
DRABS DOW76TREMT OF THE WORK AREA.
S. FOR STREAMWORK REPAIR PROJECTS LONGER THAN 400 LINEAR PER, MULTIPLE WORK ARM SHALL BE ESTABLISHED N SUOMSION. ONCE AN AREA IS COMPLETED AND STABR®, THE CLEAN WATER DOE SHOULD Bw-mom.
AFTER THE FIRST SEDIMENT RUSH, A NEIN CLEAN WATER DOA WOULD BE ESTABLISHED FROM THE OLD SEDIMENT DDM. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDIMENT DIKE
SHOULD BE REMOVED.
6. A RUMP MOUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL WHICH CONTRIBUTES BA.SEFLOW TO THE WORK AREA. THIS SHOULD BE ACOUIAPLISHED BY LOCATING A SANDBAG DIKE ATTHE DOWNSTREAM
END OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND PUMPING THE STREAM RDW AROUND, THE WORK AREA THIS WATER SHOULD DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE TRAIN STEM PUMP AROUND.
it MEN
LONGITUDINAL
TURF REINFORCEMENT IAT IT"
OR ROLLED EROSION CONTROL
14AT(REOM), TYP —
PERMANENT DITCH
NOTES:
�w
1. TRM OR REAM SWILL BE STAPLED TO SLOPE AS
Y
SPECT® BY MANUFACRIR EIL
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2. PREPARE, SED AND FERTDZE SLOPE IMMEDIATELY
PRIOR 70 IAT INSTALLATION.
��I,FNCINEEQ
3. MINIMUM REQU RED %EAR SUM OF MATTIRG
SMALL BEARRUM ON RAMS
SLOPE MATTING
g
a
g?
zH
3 T€
R1
Rs'
REV ISSUED FOR
DETAIL2
NTS D4
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
STREAM PUMP AROUND
DETAIL 1
NTS I DSI
NOTES:
1. CONTRACTOR SITAR E URROSE 041101IN NOT M BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER
BAG WHEN RIPPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER
VENDOR SPECDTCATION&
3. TEMPORARY SEDIMENT FILTER BAGS SWILL BE EQUBPED WITH A SE M -I N SLEEVE OF SUFFICIENT SIZE
TO ACCEPT A INCH MINIMUM FOM M FO - DIAMETER RMHA
P DISCHARGE HOSE. THE DISCHARGE HOSE SM QUID
BE E TIERED INTO TMB SLEEVE A MINIMUM OF SIC INDIES AND BE TIGHTLY SECURED WITH A HOSE
CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE HOSE CONNECTION THROUGH A SUIT IN THE
BAG WILL NOT BE ACTABLE.
4. THE PIMP DISCHARGE IIOSE CONNECTION SLEEVE SMALL BE SECUR6Y T® OFF DURING DISPOSAL OF
THE TEMPORARY SEDIMENT FILTER BAG N ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
S. TEMPORARY SEDIMENT FILTER BAG SWILL BE REPLACED WHEN 6 NOB OF SEDIMENT NO
SEWN -IN CONNECTION SLEEVE SR N SATED OACCORDANCE WITH THE MANUFACTURERS RECOMRECOMMENDATIONS.0.
FOR PUMP DISCHARGE HOSE
TEMPORARY SILT FENCE r -r MDDMIIM
(WITH BACIIDWT 6' "MINA
OPTIONAL LIFTING STRAPS
COVER t57 STONE PAD
WITH GEDTEKIT E
IT
III. VARIES WITH GROUND
RAOAON CONTROL) LIE SLOPE
2'4r MUM" �„� * x TEMPORARY SEDIMENT
FILTER BAG (14'6' X T -O'
MNEIALAG6IHJRE X 13' 3-) TEMP. SEDIMENT FILTER BAG
(SIM 57) r MID ARB
Z-4v7T-Lw.
O4• MINIMUM
TEMP. SILT FENCE
POL ETHYUM) SHEETING (6 VAR -US! (WITH
6BOTE TI E
VARIABLE
IO4' lRQ SLOEXISTING GROUND LIRE
SILT FGRE USE f 57 STONE POLYETHYLENE
x (WITH BACKING) 70 LEVEL BAG SHEETING
FROM NATURAL
GROUND LINE
TDP VIEW SIDE VIEW
TEMPORARY SEDIMENT FILTER BAG
0227038
GRASS LINED CHANNEL (PERMANENT) ROLLED EROSION CONTROL MAT(RECM) bi eel —
RECM (TEMPORARY)
TOP STRAND
1 /\�\�- 1 STAY WIRES
3 3
TEMPORARY GALV WIRE FABRIC
TOP OF SLDPE VI AND FILTER FABRIC.
(WIN CI EIMON ABOVE IF IEESSARY) TURF REINFORCEMENT MAT (TPM) BURY TOE OF FILTER
GRASS LINED CHANNEL (PERMANENT) 3 #VFABRICAMINOFB"--
]r MN TRM (PERMANENT) Z
z
f BOTTOM STRAND
z i /\/ 1 GRADE LINE
w 3 3
z
Y PERMANENT %\�/(\\���%��%��/. %\��%\��✓\�� \\/�\
r i
3'MN w.mI
BETWEEN ROLLS 3 3LWJ
l �J lei y/
8'-0" MAX
M11V
CLASS B STONE LINING ELEVATION SECTION
12", MIN SILT FENCE SILT FENCE
TYPE II GEOTE)M E NOTE:
PERMANENT SEPARATOR 1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY
ENGINEER) WITH 6'-0" POST SPACING DOES NOT REQUIRE
TYPICAL DITCH DETAIL MESH SUPPORT FENCE.
SEE DETAIL 0227014 FOR 2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST-
INSTALLATION DETAIL
0227011
C. BELK
C. NELSON
l GREENE
CHECKED BY: T. TANT
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE L" THEN DRAWING
IS NOT TO FULL SCALE
�tH .ss/ tN CAR
DU ESS/O,. 'I.y =O� pF CSSUO,y`��I9
R 9 F '1
Hawn
SEAL'
` SEAL � Y
r 18560 ,Q
�i
?o 028398
FNC1NfE�
HAZEN AND SAWYER
��I,FNCINEEQ
��
ny
y/STOPNF,
4011 WESTCHASE BOULEVARD, SUITE 500
SP�
RALEIGH, NORTH CAROLINA 27607
ld LICENSE NO.: C-0381
TOWN OF FUQUAY-VARINA
NORTH CAROLINA
NE WATERLINE EXTENSION
SILT FENCE
DETAIL a
NTS I DSI
EROSION AND SEDIMENT CONTROL
DETAILS
DATE: SEPTEMBER 2017
HAZEN NO.: 31240-004
CONTRACT NO.: 1
DRAWING
NUMBER:
D4

4
(MIRE s� -
GRAVEL FILTER —
CONCRETE BLOC(
Mix�-
PERSPECTNE VIEW
ELEVATION
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRICTURE.
• GRAVEL SHALL L BE VDOT t3, 1357 OR t5 COARSE AGGREGATE
YARD INLET SEDIMENT CONTROL
DETAIL 3
NTS DS
( APPROVED EQUAL
TO INSTALL.
1. FLUFF THE COLLAR GASKET MATERIAL. INSERT THE DEVICE INTO THE PIPE SO THE COLLAR IS PRESSED
AGAINST THE PIPE. POSITION THE GASKET FOR A TIGHT SEAL.
2. FILL THE PROVIDED SANDBAGS WITH SAND OR GRAVEL AND PLACE INSIDE DEVICE TO PREVENT THE
DEVICE FROM FLOATING. (ON SMALLER SIZES OF DEVICE INSERT THE BAGS PRIOR TO INSTALLATION.)
3. REMOVE ACCUMULATED SEDIMENT WHEN IT ACCUMULATES TO ONE HALF OF THE HEIGHT OF THE DEVICE.
PIPE INLET PROTECTION
DETAIL 6
NTS DS
i
PROIECT
ENGINEER:
4.
DESIGNED BY:
4�
DRAWN BY:
gF
CHECKED BY:
,"„�REVIISSUED FOR
C. BELK
C. NELSON
J. GREENE
T. TANT
IF THIS BAR DOES NOT 0 1/2" 1
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
o".0 CARp�
�offSS/'/
Y,y
a SEAL
r- 18560
f'YCINEF-� �P
�qfl SAS
_ 10' TYPICAL
GENERAL GUIDELINES FOR SPACING OF t
TUBE TRENCHES FOR SLOPE 20" FFT
INSTALLATIONS
SLOPE GRADIENT TUBEINTERVAL i
1H:1V 15 FEET FFT TO
EXTEND
2H: 1V 25 FEET TO TOP
3M:1V 35 FEET M 7EXC.AVATE
3OF84NK
:CHANNEL BED
GENERAL GUIDELINES FOR SPACING OF
TUBE TRENCHES FOR CHANNELINSTALLATIONS A
TUBE SPACING CALCULATION PLACEMENT WOODSTAKE.
TRENCH TO 1/3 STAKINGGDETAIL.
TUBE HEIGHT (R. above grade) / SLOPE GRADIENT (ft/ft) DEPTH OF THE FFT
(eg. 20" tube w/ 1.416 R. above grade)
1.416 /.01 - 142 ft. spacing CHANNEL CROSS SECTION
BACKFILL AND COMPACT
LOOSE MATERIAL
UPSTREAM OF TUBE
6 OR 8 INCH U -SHAPED
WIRE STAPLES PLACED AT
ONE FOOT INTERVALS
DRIVEN THROUGH OUTER 1
INCH OF TUBE
NOTES:
SLOPE PROTECTION APPLICATIONS:
1. OVERLAP OR'HOOK' ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO
ONE FOOT WITHIN OVERLAP SECTION.
2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE
FOOT ALONG DOWNSLOPE SIDE OF WATERBAR AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING
INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE GOOD CONTACT WITH THE WATERBAR IN ORDER TO
PREVENT SHORT-CIRCUITING.
3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN 1"-2" IN DIAMETER.
4. WHEN PE RFORMANCE-ENHANCING POLYMERS (PANS) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A
STAND-ALONE PRODUCT (NO PAMS).
CHANNEL PROTECTION APPLICATIONS:
1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT
INTERVALS.
2.FOR CHANNEL APPLICATIONS, FFTS SHALL BE STAND-ALONE PRODUCTS WITHOUT PAMS.
3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TO ALLOW WATER TO POOL
SUFFICIENTLY ON THE UPSTREAM SIDE OF THE FFT.
4. FFTS SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES } INCH OR MORE OF RAIN. REMOVE ANY
ACCUMULATED SEDIMENT AND/OR WOODY DEBRIS.
2. FFTS SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING
AND/OR EROSION SHALL BE REPAIRED IMMEDIATELY.
3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY.
4. WHEN SEDIMENT ACCUMULATION REACHES } THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND
DISPOSED OFF-SITE BY THE CONTRACTOR IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
EXCAVATE A PLACEMENT TRENCH
TO 1/3 DEPTH OF THE FFT -
COD STAKE TO
18 TO 20 -INCH TUBE / VENETRATE THE OUTER
I -INCH OF TUBE
USE 36 -INCH (MIN) STAKE WITH 12 -INCH MINIMUM EMBEDMENT SPACED
AT TWO FOOT INTERVALS DRIVEN THROUGH OUTER 1 INCH OF TUBE,
LEAVING ABOUT 3 INCHES OF THE STAKE PROTRUDING ABOUT THE TUBE
PROFILE VIEW - W/STAKING DETAIL
FIBER FILTRATION TUBE (FM CHANNEL PROTECTION
DETAIL s
NTS D5
CAR TOWN Hazen TOWN OF FUQUAY-VARINA
oFf
� SSl�yy 4 NORTH CAROLINA
4�SEAL x EROSION AND SEDIMENT CONTROL
z 028398 — HAZER AND SAWYER DETAILS
FNGINEf��
�P�S'CI4011WESTCHASEBOULEVARD, SUITE 500 NE WATERLINE EXTENSION
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
DATE: SEPTEMBER 2017
HAZENNO.: 31240-004
CONTRACT NO.: I
DRAWING
NUMBER:
D5