20180625 Ver 1_401 Application_20180518

$
April 20, 2018
Ms. Karen Higgins
NCDEQ — Division of Water Resources
401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699
20180625
PAtONC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
RE: Pre -Construction Notification: Nationwide Permit 3 & General Certification No. 4132.
Shoreline Drive — Culvert Replacement
Cumberland County, North Carolina
Dear Ms. Higgins;
Carolina Ecosystems, Inc., on behalf of the City of Fayetteville and Draper Aden, has prepared
the attached pre -construction notification for the above referenced project for a Clean Water Act
Section 404 Nationwide Permit 3 and Section 401 Water Quality Certification No. 4132. The
City is replacing an existing culvert and improving the inlet and outlet areas to prevent
downstream erosion.
Through the on-site delineation process, one stream was found to be the only jurisdictional
feature within the project area. The stream totals approximately 170 linear feet within the
delineation study area.
The culvert replacement will require the relocation of electric, water, and sanitary sewer utility
lines to allow proper construction access and installation of the new culvert. These relocations
are minimal in nature and will not result in a significant increase of impervious surface in the
area. All utility lines will maintain perpendicular crossings of jurisdictional waters.
The culvert replacement will result in daylighting approximately 5 linear feet of stream channel
at the inlet. Stream impacts resulting from culvert placement and utility line construction total
15 linear feet. Stream impacts from placement of a rip -rap pad at the downstream end of the new
culvert total 39 linear feet.
The preceding information, along with the enclosed Pre -Construction Notification form, Vicinity
map, USGS map, NRCS map, stream impact drawings, and final construction plans are being
submitted for your review of this project. Notification is required due to the additional
permanent impacts to the stream during maintenance activities totaling more than 40 linear feet,
as conditioned by Water Quality General Certification No. 4132. The U.S. Army Corps of
Engineers is being copied as a courtesy, since pre -construction notification is likely not required.

R.:
Shoreline Drive
April 20, 2018
Sincerely,
Carolina Ecosystems, Inc.
Phil May
Senior Environmental Scientist
cc: Emily Greer, USACE
Heath Wadsworth, PE, Draper Aden Associates
Rob Stone, PE, City of Fayetteville
Attachments:
- PCN Form
- Figure 1: Vicinity Map
- Figure 2: USGS Map
- Figure 3: Impact Location
- Figure 4: NRCS Map
- Preliminary Jurisdictional Determination Request
- Site Impact Map
- Engineering Plans
Page 2 of 2

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes Q No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes 0 No
For the record only for Corps Permit:
N 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.
N Yes ❑X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes Q No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2. Project Information
2a. Name of project:
Shoreline Drive
2b. County:
Cumberland
2c. Nearest municipality / town:
Fayetteville
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Multiple properties - easements to be acquired as needed by City (Applicant)
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify: City Engineer
4b. Name:
Giselle Rodriguez, City Engineer
4c. Business name
(if applicable):
City of Fayetteville Public Services Department
4d. Street address:
433 Hay Street
4e. City, state, zip:
Fayetteville, NC 28301
4f. Telephone no.:
[phone]
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Phil May
5b. Business name
(if applicable):
Carolina Ecosystems, Inc.
5c. Street address:
3040 NC Hwy 42 West
5d. City, state, zip:
Clayton, NC 27520
5e. Telephone no.:
919-606-1065
5f. Fax no.:
919-585-5570
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):
Multiple properties - See Attached Plans
1 b. Site coordinates (in decimal degrees):
Latitude: 35.139795 Longitude: -78.900342
1c.
Property size:
0.87 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
McPherson Creek (College Lake)
2b. Water Quality Classification of nearest receiving water:
WS -IV
2c.
River basin:
Cape Fear
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is an existing stream crossing of Shoreline Drive over an unnamed tributary of McPherson Creek (College Lake) that includes existing utility
rights-of-way that are regularly maintained. The surrounding areas are built out as residential developments with natural areas such as greenways
located along local waterways.
3b.
List the total estimated acreage of all existing wetlands on the property: N/A
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 170
3d. Explain the purpose of the proposed project:
Replace a culvert and relocate water and wasterwater utility lines along Shoreline Drive.
3e. Describe the overall project in detail, including the type of equipment to be used:
Installation of new culvert, water, and sanitary sewer lines. Track hoes, excavators, loaders, graders and other standard equipment may be used.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments: PJD Form Attached
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
E] Preliminary E] Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Rob Crowther
Agency/Consultant Company: Carolina Ecosystems, Inc.
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
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
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
-
W6
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert/Stabilization
UT to McPherson Cr
PER
Corps
5
54
S2 T
Const. Acc./Dewatering
UT to McPherson Cr
PER
Corps
5
107
S3
Choose one
S4
Choose one
-
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
161
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d. 5e.
Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ 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 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
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.
The proposed culvert is located in approximately the same location as the existing culvert, with daylighting of a small portion of the stream at the
upstream end of the culvert to occur. The water and utility lines will be constructed as perpendicular crossings as to minimize the length of impacted
stream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best management practices and sedimentation and erosion control techniques will be used during construction. No equipment refueling or
maintenance activities will occur adjacent to jurisdictional areas. All work within the stream channel will be conducted in the dry. Copies of the issued
permits and impact areas will be provided to the prime contractor and all subcontractors working in or near jurisdictional areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X 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.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Nationwide
Permit 3 does not require a stormwater management plan; additional project impervious area
is minimal (manholes only), and disturbed
areas will be below one acre.
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?
City of Fayetteville
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMPWater
apply (check all that apply):
Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X 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)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑X 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)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
El Yes
❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project will replace an existing culvert and relocate water and sanitary sewer utility lines. The surrounding area is built out,
and no additional
development is anticipated to result from this improvement.
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.
Wastewater will not be generated by the 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
FX1 Yes El No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Q Yes El No
impacts?
I
5c. If yes, indicate the USFWS Field Office you have contacted.
I Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS website (hftp-1/www.fws.gov/raleigh/cntylist/cumberland.html) for Cumberland County; NCNHP GIS data updated January 2018.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
0 Yes XX No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
[] Yes nX 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?
HPOVVEB Map Service (httpJ1gis.ncdcr.gov/hpoweb). National Register of Historic Places (http:fhvww.nps.gov/nrlresearch).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
El YesXQ No
8b. If yes, explain how project meets FEMA requirements:
Coordination with the local floodplain administrator will be performed and approvals acquired prior to construction, If necessary.
8c. What source(s) did you use to make the floodplain determination?
Cumberland County GIS floodplain mapping, North Carolina Floodplain mapping Program (http://www.nefloodmaps.com)
/t/f!rl
fF%Applicant/Agenfs
Applicant/Agent's Printed Name
Signidti ire
Date
(Agent's signature is valid only if an authorization
letter from the applicant Is provided.)
Page 10 of 10

Aews goad
0
Lat 35.1397 / Long -78.9003
k,umoerianu wunLy
CAROLINA N
ECOSYSTEMS Miles
0 0.25 0.5
April 2018
U
QProject Area
USGS Streams
�I
Shoreline Drive
Culvert Replacement
Cumberland County, NC
Figure 1: Vicinity Map

f- Z4
ST
EOB ST_ a �
---- ,r'
SWAN -ISLAND
T
LI
N
CAROLINA
ECOSYSTEMS 0
p Feet
350 700
Project Area
Manchester (2013) USGS 1:24,000 Quadrangle Map
FRO
O�
Map Date: April 2018
Revised:
Revised:
Revised:
WEAVER
line Drive Culvert Replac
Cumberland County, NC
Figure 2: USGS Map

ELI- , <, V
r,
N
CAROLINA mommo== Feet
ECOSYSTEMS 0 50 100
Em
Project Area
"%—,e Jurisdictional Stream
2017 NC Statewide Aerial Photographs
f ,
Map Date: April 2018
Revised:
Revised:
Revised:
-line Drive Culvert Replacc
Cumberland County, NC
Figure 3: Impact Location

Shoreline Drive Culvert Aquatic Resources in Review Area
Replacement
Table 1. Preliminary Jurisdictional Determination Table
April 2018
Estimated Amount of
Geographic authority to which
Site Name
Latitude
Longitude
Cowardin
Aquatic Resource in
the aquatic resource "may be"
Classification
Review Area
subiect
Streams (linear feet)
SA 35.1396 -78.9000 R3 170
Section 404

Jurisdictional Determination Request
t,s � Arps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.army.miI/Missions/Re u�tyPermitProgram/Contact/CountyLocator aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: (910) 25 1-46 10
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: Multiple properties
City, State: Fayetteville, NC
County: Cumberland
Parcel Index Number(s) (PIN): Various -See Attached Plans
B. REQUESTOR INFORMATION
Name: Giselle Rodriquez
Mailing Address: 433 Hay Street
Fayetteville, NC 28301
Telephone Number: [phone]
Electronic Mail Address: GROdriguez [e-mail]
Select one:
F] I am the current property owner.
F] I am an Authorized Agent or Environmental Consultant]
❑ Interested Buyer or Under Contract to Purchase
Other, please explain. City of Fayetteville project located
within existing rights-of-way.
C. PROPERTY OWNER INFORMATION'
Name: N/A
Mailing Address:
Telephone Number:
Electronic Mail Address:
N/A
N/A
N/A
N/A
' Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: ❑ Owner [:]Authorized Agents
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
FV -J
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area 0.87 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
❑✓ Project Coordinates (Decimal Degrees): Latitude: 35.1397
Longitude: -78.9003
❑✓ A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11 x 17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
■ Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Re ug latoa-Permit-
Pro¢ram/J urisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
14 Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs• please complete an Approved Jurisdictional Determination Form'
Vicinity Map
Aerial Photograph
✓❑ USGS Topographic Map
FVI Soil Survey Map
F] Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
F] Landscape Photos (if taken)
F] NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
7 www saw usace army mil/Portals/59/docs/re ug latory/regdocs/JD/RGL 08-02 App A Prelim JD Form fillable.ndf
' Please see http•//www saw usace.army.mil/Missions/Reeulatory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM .
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Giselle Rodriguez, City Engineer
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Cumberland City: Fayetteville
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.1397 Long.: -78.9003
Universal Transverse Mercator:
Name of nearest waterbody: McPherson Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
See Attached Table

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be" waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
Q Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Vicinity Map
❑ Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Surrey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
0 U.S. Geological Survey map(s). Cite scale & quad name: Manchester (2013)1:24,000
Fol Natural Resources Conservation Service Soil Survey. Citation: NRcs Cumberland county soil survey Map a
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
Q Photographs: Q Aerial (Name & Date): 2017 NC Statewide Aerial Photography
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
Signature and date
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
I Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

VICINITY MAP
NOT TO SCALE
!'*i4*. At
ENGINEERING 8c
1 N FRASTRUCTU R E
SHORELINE DRIVE
EMERGENCY CULVERTTI(EPLACEMENT
GRAPHIC SCALE
M FEET I
LOCATION MAP
Know what's below.
Call before you dig.
PROJECT SCOPE
THIS PROJECT CONSISTS OF:
• STORM DRAINAGE IMPROVMENTS
• WATER MAIN RELOCATION
• SEWER MAIN RELOCATION
• ROADWAY RECONSTRUCTION
• TRAFFIC CONTROL
• EROSION CONTROL
DRAPER ADEN ASSOCIATES REVIEW
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY
NAME: C. HEATH WADSWORTH
i
/ �'7 �j?,3/Z
INDEX
SHEET #
PLAN TYPE
SHEET TITLE
1
G-01
COVER
2
G-02
GENERAL NOTES
3
VX -01
EXISTING CONDITIONS
4
ESMT-01
PROPOSED EASEMENTS
5
TC -01
TRAFFIC CONTROL NOTES
6
TC -02
CONSTRUCTION PHASING AND TRAFFIC
CONTROLPLAN
7
EC -01
EROSION CONTROL PLAN
8
EG-RELO
ELECTRICAL AND GAS UTILITIES
RELOCATION PLAN
9
PP -01
P&P -STORM
10
PP -02
P&P -ROAD
II
PP -03
P&P -WATER
12
PP -04
P&P -SEWER
13
DT -01
DETAILS 1
14
DT -02
DETAILS 2
15
DT -03
DETAILS 3
16
DT -04
DETAILS 4
17
DT -05
DETAILS 5
18
DT -06
DETAILS 6
19
DT -07
DETAILS 7
!'*i4*. At
ENGINEERING 8c
1 N FRASTRUCTU R E
SHORELINE DRIVE
EMERGENCY CULVERTTI(EPLACEMENT
GRAPHIC SCALE
M FEET I
LOCATION MAP
Know what's below.
Call before you dig.
PROJECT SCOPE
THIS PROJECT CONSISTS OF:
• STORM DRAINAGE IMPROVMENTS
• WATER MAIN RELOCATION
• SEWER MAIN RELOCATION
• ROADWAY RECONSTRUCTION
• TRAFFIC CONTROL
• EROSION CONTROL
DRAPER ADEN ASSOCIATES REVIEW
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY
NAME: C. HEATH WADSWORTH
i
/ �'7 �j?,3/Z
PROJECT DESIGNER
SIGNANRE %
3�zG /�
pAT,
/i
NAME: HEATH WADSWORTM
PROJECT MANAGER
M
SIGNA RE
"DAV
'DATE
NAME: GORDON A. ROSE
-SIGNATURE
UALITY REVIEWER
DATE .
f'nNCTI? T Tt rTnAT A nnn f'%A r A i
Construction Management
Engineering (Project Manager)
Parks & Recreation
Real Estate
Street Maintenance
Traffic Services
Utilities - Electrical Services
Utilities -Sewer Services
Utilities - Wafer -,,—;...
N
m
N

GENERAL NOTES:
ACCESS TO SITES SHALL BE BY PUBLIC RIGHT-OF-WAYS AND UTILITY
EASEMENTS. OTHER ACCESS LOCATIONS REQUIRED SHALL BE SECURED BY THE
CONTRACTOR AL NO ADDITIONAL EXPENSE "FO "THE OWNER. SUPPLEMENTAL.
EROSION CONTROL MEASURES SHALL BE REQUIRED TO INCLUDE CONSTRUCTION
ENTRANCES, SILTFENCING, RESTORATION, ETC,
THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE CONSTRUCTION
STAGING ,AREA AT HIS EXPENSE. A TEMPORARY USE PERMIT IS REQUIRED FOR
THE- STAGING AREA (ZONING 433-1705).
THE CONTRACTOR IS EXPECTED AND REQUIRED TO COOPERATE WITH 'INE
PROPERTY OWNERS AFFECTED BY TILE WORK. PRIVATE AGREEMENTS WITH
PROPERTY OWNERS MUST BE N WRITING ON A FORM APPROVED BY TIFF.
ENGINEER AND A COPY SHALL BE PROVIDED TO THE ENGINEER PRIOR TO
PROCEEDING WITH CONSTRUCTION ACTIVITIES AFFECTED BY SAID AGREEMENT.
THE AGREEMENT' MUS "F SPECIFY THAT THE CITY AND THE ENGINEER SHALL BE
HELD HARMLESS AGAINST ALL CLAIMS ARISING FROM THE AGREEMENT. THE
OWNER DISCOURAGES PRIVATE AGREEMENTS. BEFORE FINAL ACCEPTANCE, A
RELEASE FROM EACH PROPERTY OWNER T71AT THE CONTRACTOR MADE AN
AGREEMENT WITH SHALL BE REQUIRED. THE PROPERTY OWNER'S RELEASE IS A
CONDITION OF FINAL ACCEPTANCE.
CONTRACTOR SHALL MAINTAIN A NEAT AND CLEAN JOB -SITE TO INCLUDE
STAGING/STORAGE AREAS AS FOLLOWS:
• PERFORM DUST CONTROL BY WATERING DAILY OR AS DIRECTED BY 11-1E
ENGINEER.
• SWEEP STREETS A MINIMUM OF ONCE WEEKLY (FRIDAY) OR AS DIRECTED BY
THE ENGINEER.
• BLADE, LEVEL AND RF -COMPACT ALL EXPOSED TRENCHES WEEKLY (OR AS
DIRECTED BY THE ENGINEER) TO PRODUCE A SMOOTH "RIDE".
• PERFORM DAILY CLEAN-UP OF ALL DIRT, DEBRIS AND SCRAP MA"FF.RIALS.
• REMOVE EXCESS EQUIPMENT, MATERIALS, TOOLS, ETC. NOT NEEDED.
CONTRACTOR SHALL PROVIDE MEASURES DURING CONSTRUCTION TO SECURE
THE SITE AND EXCAVATION FROM "I'HE GENERAL. PUBLIC AND COMPLY WITH ALL
OSHA REGULATIONS. JOB SITE SAFETY IS THE EXCLUSIVE AND SOLE
RESPONSIBILITY OF THE CONTRACTOR. OPEN EXCAVATION LEFT UNATTENDED
OR OVER NIGHT IS NOT ACCEPTABLE AND SHALL BE FILLED IMMEDIATELY,
CONTRACTOR SHALL REPAIR OR REPLACE DRIVE'S DISTURBED BY CONSTRUCTION
TO EXISTING OR BETTER CONDITIONS. NO SEPARATE PAYMENT UNLESS
OTHERWISE INDICATED.
CONTRACTOR SHALL PROVIDF. 'TEMPORARY FENCING WHERE FENCES ARE
REMOVED FOR CONSTRUCTION. CONTRACTOR SHALL COORDINATE REMOVAL OF
EXISTING FENCE AND INSTALLATION OF TEMPORARY FENCE WITH PROPERTY
OWNER PRIOR TO CONSTRUCTION. REMOVAL OF TEMPORARY FENCE AND
INSTALLATION OF PERMANENT FENCE MUST ALSO BE COORDINATED WITH
PROPERTY OWNER. ALL REMOVAL, TEMPORARY, AND REPLACEMENT FENCING
SHALL BE CONSIDERED INCIDENTAL, 1'O THE CITY INSTALLATION AND NO
SEPARATE PAYMENT SHALL BE MADE. CONTRACTOR SHALL REINSTALL- ALL
SHEDS, FENCES, ETC. TO AS GOOD OR BETTER THAN EXISTING CONDITIONS
UNLESS OTHER W ISE INDICATED. (NO SEPARATE PAYMENT).
CONTRACTOR SHALL REPLACE ALL DISTURBED MAILBOXES, SIGNS, ETC.
DISTURBED DURING. CONSTRUCTION WITHIN 24 HOURS OF DISTURBANCE.
PERMANENT ROAD SIGNAGE DISTURBED SHALL BE REPLACED IMMEDIATELY
AND IF NECESSARY ROADWAY SIGNS SHALL BE TEMPORARILY INSTALLED N A
LOCATION CONSISTENT WITH THE NCMUTCD TO PROVIDE CONTINUOUS T"RAFFIC
AWARENESS OF ROADWAY CONDITIONS. (NO SEPARATE PAYMENT).
CONTRACTOR SHALL PROVIDE SECURITY FENCING, SECURITY GUARD, AND ANY
AND ALL OTHER MEASURES CONTRACTOR DEEMS NECESSARY TO PROTECT
EQUIPMENT AND MATERIALS STORED ON THE PROJECT". (NO SEPARATE
PAYMENT).
WHERE CONTRACTOR CEASES WORK OPERATION FOR A 72 HOUR PERIOD OR
LONGER, SUCH AS HOLIDAYS, ETC., 'THE FOLLOWING SHALL. BE ACCOMPLISHED
PRIOR TO THE WORK STOPPAGE.
• CONTRACTOR WILL STORE ALL EQUIPMENT N THE CONTRACTOR STAGING
AREA OR OFF SITE.
• THE CONTRACTOR SHALL. SWEEP ALL STREETS, PERFORM GENERAL CLEANUP
AND SHALL. PERFORM MAINTENANCE ON ALL EXPOSED PATCHES.
CONTRACTOR SHALL SCHEDULE WORK AND MATERIAL DELIVERIES SO ILA F
STORED MATERIAL. QUANTITIES ON THE JOB SITE SHALL BE MINIMIZED.
CONTRACTOR SHALL STORE ALL MATERIALS IN 'THE CONTRACTOR STAGING
AREA 72 HOURS PRIOR TO INCORPORATING INTO TILE WORK TO REDUCE
OBSTRUCTIONS TO TRAFFIC AND INCONVENIENCE TO RESIDENTS.
GENERAL NOTES FOR RESIDENT RELATIONS (MANDATORY)
TI IF. PROPOSED WORK WILL BE CONSTRUCTED WITHIN A TWO BLOCK SECTION OF
PERSON STREET FROM COOL SPRING STREET TO OLD WILMINGTON ROAD. THE
CONTRACTOR IS REQUIRED TO DEVELOP GOOD RELATIONS WITH THE RESIDENTS
WHICH INCLUDE THE FOLLOWING MANDA'1"ORY MINIMUM REQUREMENTS:
• NO SPEEDING WITH EQUIPMENT AND/OR VEHICLES (25 MPI I MAX.)
• DO NOT BLOCK DRIVEWAYS AT ANY TIME
• DO NOT LIT"TER AT ANY TIME
• DO NOT USE RFSIDENTS WATER WITHOUT" THEIR PERMISSION (SIGNED
AGREEMFNI' REQUIRED)
• ALL PLUMBING CODE: REQUIREMENTS FOR BACK FLOW PREVENTION WILL
BE ADHERED "FO
• RESPOND TO RESIDENT'S COMPLAIN'T'S WITHIN 24 HOURS
• DO NOT USE ABUSIVE LANGUAGE, PROFANITY OR CAT -CALLING
• WEAR PROPER PROTEC"FIVE CLOTHING (ILARD HATS, PROPER SHOES, SHIRTS,
ETC.) Al ALL TIMES.
• MAINTAIN PROPER SAFETY MEASURES, PARTICULARLY ALONG OPEN
TRENCIIF.S, PLACING CONES ON RAISED MANHOLES AND BACK FILLING OPEN
TRENCHES IF CONSTRUC"UION IS STOPPED AND 'THE OPEN TRENCH IS NOT
MANNED.
• PERSONNEL MUST WEAR CITY APPROVED SAFETY VEST AT ALL TIMES WHILE
WORKING IN THE CITY AND/OR NCDOT RIGHT-OF-WAY
• ALL TRAFFIC CONTROL FLAG PERSONS AND AT LEAST ONE PERSON ON EACH
WORK CREW MUST BE FLUENT IN THE ENGLISH LANGUAGE
IF THE CONTRACTOR AND/OR SUBCONTRACTORS CANNOT ADQUATELY PERFORM
ANDiOR COMPLY WITH THESE REQUIREMENTS, THE INDIVIDUAL,
SUBCONTRACTOR, OR EMPLOYEES MAY BE DIRECTED TO LEAVE THE PROJECT
PERMANENTLY. INCONSIDERATE, NON-COOPERATIVE ATTITUDES AND ACTIONS
WILL NOT BE TOLERATED.
UTILITIES:
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY OR
ENGINEER WILL NOT BE HELD RESPONSIBLE FOR TILE ACCURACY OF UTILITY
LOCATIONS, SIZES, DEFIES. OR FOR COMPLETENESS OF UTILI FY INFORMATION
SHOWN.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH
AL1. UTILITY OWNERS. TILE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM
DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE
CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD -PARTY
INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS
AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL
RESPONSIBILITY.
ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY
OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS
SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THF. CITY WILL NOT
BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK
SCHEDULE OF OTHER UTILITY OWNERS.
• FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL @ 811.
• FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL
CONTACT PROJECT MANAGER OR UTILITY COORDINA'I OR.
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES
AND WATER VAULTS 'ED FINISHED GRADE. WAFER METERS, MANHOLES, AND
CLEANOUTS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE
INSTALLED IN ACCORDANCE WITH PWC REQUIREMENTS. NO A13OVE GROUND
UTILITY BOXES, POWER POLE, OR OTHER STRUCTURES ARE TO BE LOCATED
WITHIN THE SIDEWALK AREA. TILE SIDEWALK AREA IS TO BE FREE OF
OBSTACLES,
PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR
RIGHT-OF-WAYS, THE CONTRACTOR IS REQUIRED "TO NOTIFY CONCERNED
UTILITY COMPANIES IN ACCORDANCE TO GS 87-102. CONTRACTOR SHALL VERIFY
LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. NO
SEPARATE PAYMENT. EXISTING UTILITIES SHOWN ARE TAKEN FROM MAPS
FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY
LOCAL ED (i.e. GAS, FIBER OPTIC, ETC.).
THE CONTRACTOR SHALL DIG UP EACH UTILITY WHICH MAY CONFLICT WITH
CONSTRUCTION 14 DAYS IN ADVANCE TO VERIFY LOCATIONS (HORIZONTALLY
AND VERTICALLY) TO ALLOW THE ENGINEER AN OPPORTUNITY TO ADJUST" THE
DESIGN TO AVOID CONFLICTS (NO SEPARATE PAYMENT).
WHERE DEEMED NECESSARY BY'THE ENGINEER THAT A SUBSURFACE DRAINAGE
SYSTEM IS REQUIRED, 711E CONTRACTOR SHALL PROVIDE ALL MATERIALS,
TOOLS, LABOR, EQUIPMENT, TIE-IN'S TO EXISTING DRAINAGE STRUCTURES AND
ALL OTHER INCIDENTALS NECESSARY FO PROVIDE COMPLETE INSTALLATION IN
ACCORDANCE WITH CITY OF FAYETTEVILLE STANDARDS. IMPROPERLY
INSTALLED AND NON-FUNCTIONING DRAINAGE SHALL BE REMOVED AND
REPLACED AF THE CONT'RACTOR'S EXPENSE. EXISTING FRENCH DRAINAGE
DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND/OR REPAIRED AT
NO ADDITIONAL. EXPENSE TO THE OWNER.
STORM DRAINAGE REPAIRS BY CONTRACTOR DUE TO CONSTRUCTION DAMAGE
AND JOINTS EXPOSED DURING CONSTRUCTION SHALL BE INSPECTED BY THE
OWNER PRIOR TO BACKFILLING.
MAIL BOXES:
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION
107-12 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
COORDINATE THIS WORK WITH THE U.S. POSTAL SERVICE,
TREES, SHRUBS, AND I IEDGFS:
ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED WITH TREE PROTECTION
BARRIERS ACCEPTABLE TO THE CITY ARBORIST OR LANDSCAPE ARCHITECT.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY ARBORIST OR
LANDSCAPE ARCHI'T'ECT PRIOR TO ROGI PRUNING. WHEN ROOT PRUNING IS
ABSOLUTELY NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR
OTHER APPROVED METHOD.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE: CITY PRIOR 'I'0 REMOVING
ANY I RL ES. ALL TREES LOCATED WITHIN THE LOT THAT ARE TO REMAIN AFTER
CONSTRUCTION SHALL BE INSPECTED BY THE CITY TO VERIFY THEY ARE
SUITABLE TO REMAIN.
GRADING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BORROW MATERIAL
REQUIRED TO CONSTRUCT PROJECT AS SHOWN ON THE CONTRACI DOCUMENTS,
ALL EXCAVATED MATERIALS THAT ARE NOT REQUIRED OR ARE UNSUITABLE FOR
THE PROJECTSHALL BE CONSIDERED WASTE AND SHALL BE HAULED OFF SITE
AND DISPOSED IN A SAFE AND LEGAL MANNER AT THE CONTRACTOR'S EXPENSE.
EROSION CONTROL:
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED
EASEMENT AREAS.
THE CON LRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN
ACCORDANCE WILL THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT
CONTROL ORDINANCES. THE CONTRACTOR SHALL PREVENT STANDING WATER
DUI, TO CONSTRUCTION.
SA WCUTS:
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHAL"1" AND/OR CONCRETE
SURFACES PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
SAW CUT WIDTH SHALL BE I FOOT MINIMUM FOR FHE EXISTING EDGE OF
PAVEMENT. SA WCUT PAVEMENT' SHALL. BE REPLACED AS WELL AS ADDITIONAL
PAVEMENT' REQUIRED TO TIE -INTO FACE OF PROPOSED CURB OR GUTTER.
S"FORM DRAINAGE STRUCTURE PIPE & GRADING NOTES:
PIPE INVERT' ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER SLOPES
SHALL NOT BE DECREASED FROM THOSE SHOWN ON PLAN WITHOUT PRIOR
APPROVAL FROM THE ENGINEER.
ALL STORM DRAINAGE PIPE TO BE CLASS III REINFORCED CONCRETE UNLESS
OTHERWISE NOTED. PIPE LENGTHS INDICATED ON PLAN ARL, APPROXIMATE
ONLY.
NO SOIL DISTURBANCE OR COMPACIION, CONSTRUCTION MATERIALS, TRAFFIC,
TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED
BEYOND LIMITS OF GRAVING WITHOUT PRIOR APPROVAL FROM THE OWNER AND
CITY ENGINEERING DEPT.
THE CONTRACI OR SHALT. IMMEDIATELY REPORT TO THE CITY OF FAYE I TEVILLE
ANY DISCREPANCIES FOUND BETWEEN ACTUAL CONDITION AND CONSTRUCTION
DOCUMENTS AND SHALL WAIT FOR INSTRUCTION FROM THE CITY INSPECTOR
PRIOR TO PROCEEDING.
MANHOLE RIM ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMATE. NEW
MANHOLE RING AND COVERS SHALL BE INSTALLED FLUSH WITH THE
SURROUNDING GRADE SO AS TO AVOID DAMAGE TO MOTOR VEHICLES DURING
CONSTRUCTION. TREY ARE TO BE ADJUSTED TO MATCH THE SURROUNDING
PROPOSED GRADE PRIOR TO PLACING "I'HE NEW SURFACE COURSE.
TILE CONTRACTOR SHALL DESIGN, FURNISH, AND INSTALL ANY TRENCH
ST'ABILIZAT'ION NECESSARY TO MAINTAIN EXCAVATION FOR PIPE AND DRAINAGE
STRUCTURE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
INSTALLATION AND REMOVAL OF ANY TRENCH STABILIZATION. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT
STRUCTURES RESULTING FROM THE INSTALLATION, REMOVAL OR ABSENCE OF
TRENCH STABILIZATION.
GRADES. ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE, AS DIRECTED
BY THE ENGINEER. THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN
CONDITIONS. ALL PROPOSED GRADES ARE FINISH GRADES.
THE CONTRACTOR SHALL BACKFILL OPEN EXCAVATIONS AT THE END OF EACH
WORKING DAY. AT DRAINAGE STRUCTURE LOCATIONS, THE EXCAVATION SHALL
BE COVERED WITH METAL PLATES WHEN PRACTICAL OR COMPLETEY ENCLOSED
WITH SAFETY NETTING.
STOCKPILING NOTE:
ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY A CITY
INSPECTOR. 'I IIF STOCKPILE WILL BE PROVIDED WITH GROUND COVER WITHIN 15
WORKING DAYS OF PROJECT COMPLETION.
EXCESS SUITABLE SOIL EXCAVATED DURING CONSTRUCTION SHALL BE
STOCKPILED FOR USE ON THE PROJECT OR DISPOSED OF OFF-SITE AS DIRECTED
BY THE ENGINEER. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOCKPILE
MATERIALS OR EXCESS MATERIALS IN THE STREET RIGIIT-OF-WAYS AT .ANY TIME
UNLESS APPROVED BY THE ENGNEER. THE CONTRACTOR SHALL PROVIDE A
SUFFICIENT AND SUITABLE STOCKPILE AREA AND LOCATION AT THE
CONTRAC'TOR'S EXPENSE:.
ORDER OF PRECEDENCE GENERAL NOTES/TECHNICAL SPECIFICATIONS/PHOTOS
THE NOTES CONTAINED HEREIN .ARE INTENDED TO SUPPLEMENT THE TECITNICAL
SPECIFICATIONS AND PROVIDE EASY REFERENCE FOR THE CONTRACTOR, N NO
CASE SHALL "THESE NOTES VOID ANY PART, SECTION OR REQUIREMENT
OUTLINED IN "[TIE TECHNICAL SPECIFICATIONS CONTAINED IN THE CONTRACT
DOCUMENTS. IF CONFLICTS OCCUR BETWEEN 'THE TECHNICAL SPECIFICATIONS
AND 'THE NOTES CONTAINED HEREIN, TILE TECIINICAL SPECIFICATIONS SHALT.
SUPERSEDE.
NCDGI ENCROACHMENT SPECIAL, PROVISIONS:
CONTRACTOR TO NOTIFY MR. BILL HAMMOND, COUNTY MAINTENANCE
ENGINEER, [phone], A MINIMUM OF THREE (3) DAYS BEFORE CONSTRUCTION
IS TO BEGIN.
AN EXECUTED COPY OF TIIE ENCROACHMENT AGREEMENT SHALL BE PRESENT'
AT THE CONSTRUCTION SITE AT ALI. I IMES DURING CONSTRUCTION. THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT 10 STOP
ALL WORK UNLESS EVIDENCE OF APPROVAL CAN BE SHOWN.
SEE THE ENCROACHMENT AGREEMENT FOR A FULL LIST OF SPECIAL PROVISIONS.

"�^ �� ST1IXtELINE DRIVE EMERC.REVISIONS
DESIGN iR /CHW NAME CULVERT REPLACEMENT REV. RE V. BY •
DESCRIPTION
CHECK : CHW/GAR SCALE : AS SHOWN A DATE EXISTING CONDITIONS
APPROVED DATE : 3/22/2013 PROVIDED FROM A a Draper Aden Associates EXISTING
100% FINAL DESIGN SURVEY BY DRAPER � E"s s -S—S c,,. � w spa CONDITIONS
ADEN ASSOCIATES, _
ISSUED FOR PERFORMED OCT.
PROJECT NO. 2017
SUB-I.I;IHiERNO.
CONSTRUCTION ENGINEERING DIVISION
ENGTNBRRING a LNFRA3TRU—R3 D"ARTM11IM
RR�• 0.4YY, aA,� .01 3 OF 19
{33 RAY RTRT FAYRTTBYR3.6, NC 23301 `JVX

DESIGN .BR/CHW T REV. REV.BY ; ASH .�� •'•. y
CHECK : CHW/GAR SCALE : AS SHOWN DESCRIPTION pQ•; •• dT.'•.
DATE ,•: 2:,•..1 �%
APPROVED : GATE , 3/22/2018 -W g•: Q Draper Aden Associates PROPOSED
100% FINAL DESIGN SEAL SIg� figgi si g . 5 �iq . EnWo m nW yry n
2eazt V EASEMENTS
1SSUEDFOR • �,,:,�` =" :...:w .--••
PROTECT NO. aC.... . •
,........ .c1..�.....c� •o.....,..
SUB-LEDGER No. CONSTRUCTION a ENGINEERING DIVISION
ZNG�MG M W""YETrEV t` DW R ESMT-01 4 7OF 19
' --- N8 H1Y BY'R6R lAY61TEVQJB, NC P83 1

TRAFFIC CONTROL
CONTRACTOR SHALL PROVIDE TRAI'FIC CONTROL. PLANS FOR WORK ZONE TRAFFIC CONTROL TO CITY
TRAFFIC SERVICES DEPARTMENT (910-433-1660) FOR CITY STREETS AND TO MR. TROY BAKER (910-486-1496)
IOR NC' DO I' SIRLLTS. CONTRACTOR SHALL NO] " PLACE ANY TRAFFIC C'ON"1'ROL DEVICFS WITHOUT
HAVINGAPPROVAL FROM APPI.I('ABI,E TRANSPORTATION DFPARTMEt4I FITHER NCDO'I OR 'IRE CITY OI'
I AYE T-I'EVILLF.
CONRACTOR SIIAI.1. INSLAL AC('I:SS TO AlA PROPERTIES BY PROPERTY OWNF.RS AT AI.I. Tirt S.
('ON'I'RAC'I'OR SHALL NOTIFY ('. I'I'Y ENGINEERING OFFICE ONF WEEK IN ADVANCE OF ANY ROAD CLOSING
AND COORDINA HE ALL ROAD C'LOSINGS.rL' I ILII Y INTLRRUP'1'IONS WI'lll PROPERTY OWNERS Al FECTL:D 48
HOURS PRIOR IOC IUMNG',INTLRRUPI'ING SLRVICLS.
MINIMUM ON WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS ROAD CLOSURE IS APPROVED
BY CI"I'Y OF FAYE'I-ILVILLL IRAI'I'IC SERVICES DEPARTMENT IN WRITING, 5 DAYS IN ADVANCE OF ROAD
Cl ()SURF.. AN APPROVED DL FOUR PLAN PREPARED BY THE CONTRACTOR SHALE BE REQUIRED AND THE
MEASURES INSIALLFD PRIOR TO CLOSURE.
CONTRACTOR SHALI COORDINAIE/N'OTIIY TRAFFIC SERVICES DAILY (BEFORE 2:00 PAL) AS TO W'DICH
SRL.LTS WILL BL I.NDLR CONS "IRUC TION IMPEDING TRAFFIC FLOW TIIF POLL OWING DAY,
'IIIF CONTRACIOR SHALT. NOIIMPEDE TRAFFIC AT ANY 'TIME UNTIL THE APPROVED TRAFFIC CONTROL
DEVICES .ARE IN PLACE.
.At 1. TRAFFIC CONTROL MEASURES, DF,VICES, INS I ALLATION, METHODS. SLQLLNCING AND PLANS SHALL
BE IN SIXICT ACCORDANCE WITH MUI CD, NO DOl', AND CITY OF FAYEII EVIL.LF. IRAFFIC SERVICE).
ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY SI"ANDARDS AS SI TOWN IN "ROADWAY STANDARD DRAWINGS" -PROJECT'
SERVICI S IINI'I-N( DEPART MEN' I' OF TRANSPORT ALIGN - RALEIGH, IN C., DATED JANUARY 2018 ARE
APPLICABLE 10 1 HIS PROIFC I' AND BY REI'ERENCE HEREBY ARE CONSIDF,RFD A PART OF THF.SF PLANS
STD. NO. TITLE
IIOI.UI WORK LONE ADVANCE WARNING SIGNS
110102 TEMPORARY LANE CLOSURES
IIU 1.03 r MPORARY ROAD CLOSURES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.05 WORK ZONE VEI(ICLL %('CLSSFS
1101.06 W4RNIN6SIGNS FOR BLASHNG ZONES
IIDI.II TRAFFICCONTROLDLSIGN'I'ABLES
1110.01 STAT ZONARY WORK ZONE SIGNS
111002 PORTABLE WORK ZONE SIGNS
IIIS.OI FLASHING ARROW BOARDS
"30.01 DRUM
113501 CONES
1145.01 BARRICADES
1150.01 FLAGGING DEVICES
1160.01 TEMPORARY CRASH CUSHION
116501 WORK VIHICLF 1_IGHTING SYSTEMS .AND'I:MA DELINEATION
1170.01 POSITIVE PROTECTION
1180.01 SKINNY -)RUM
120501 PAVEMENT MARKINGS- LINE TYPES ANDOFFSETS
1205.02 PAVEMENT MARKINGS -TWO-LANE AND MULTI -LANE ROADWAYS
1205.()3 PAVEMENT MARKINGS- EXITS AND EN IRANCE RAMPS
:2205.04 P.AVEMLN'I MARKINGS-1N'IERSEC f IONS
15115 PAVEMENT MARKINGS -TURN LANES
12U5.06 PAVEMENT MARKINGS LANF. DROPS
1205.07 PAVFMLNI MARKT NGS-- PIIDFSTRIAN CROSSWALKS
:205.06 PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES
1205,09 PAVF.MLNI'MARKINGS - PAINTED ISLANDS
1205.10 PAVEMLNT MARKINGS -SCHOOL AREAS
1205.11 PAVEMENTSI.ARKIN6S- RAILROAD CROSSINGS
:+_05.12 PAVFML:NT MARKINGS -BRIDGES
1205.13 PAVEMENT MARKINGS- LANE, REDUCTIONS
1250.01 RAISED PAVEMENT MARKERS- INSTALLA LION SPACING
1251.01 RAI SED PAVFMFNT MARKERS- PERMANENT AND TEMPORARY
126101 GUARDRAIL. AND BARRIE R DFLINEATOHS- INST.4LIAI ION SPACING
1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING
F,C
1262.01 GUARDRAIL END DELINFA"I ION
1264.0: OBIT MARKERS-'IYPL:S
1264,02 OBIECTMARKERS- INSTALLATION
Because traffic signal e9uipment is - heated through 01e RI 1 utility IDc;Ite prc�cess, the contractor shall
contact Mr. Ken LAC. T,aIf, Signsl Maim,TNU,F Supeni<nr. [phone] Gt [phone].72 hours
Prior to performing any wort within 500' ofa signalized intersection.
GENERAL,
LEGEND
A" DIRECTION OF TRAFFIC FLOW
DIRECTION OF PEDI:SIRIAN'IRAI IIC FLOVV'
-- - - - - EXIST. PVMT.
T= NORTH .ARROW
PROPOSED PVMT.
TEMP. SHORING ILOCAIION PURPOSES ONLY)
WORK AREA
REMOVAL
t.
USER DEFINED(IF NEEDED)
USER DEFINED IIF NEEDED)
PAVEMENT MARKINGS
EXISTING LINES
TEMPORARY LINES
TRAFFIC CONTROL DEVICES
_
o
CONE
•
DRUM 0 SKINNY DRUM
TEMPORARY CRA!, I CUSHION
\\•
FLASHING ARROW BOARD
FLAGGF.R
'L
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INSET FOR 2 -LANE ROADWAYS
WITH 2 -WAY TURN LANE
o
ALL OTHER DEVICES
A11E THE SAEFE AS PROVE
NO
H
ui
z
•A
• \/
Og
.
Q J
pq V 7
5•
T".
,
o W>
,
O = 3
GENERAL NOTES FOR FLAGGING INNS
¢
µOPEµROAS
ION
TO PDT ETHE
LE DUFufs WILL W17111 SI-. NIT F E ER s:oE OF ACTIVE a
' of
AWWFAIWSTALFUEMEE.is00i�"cYf
z o
z NITHI TRAFFlc FLOW. BEGINxING WITH GEVICEs on I.,
uPSTREAAE SIDE rEAFAN,INli
Eav4oc GFF c c,es Fw
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WA�.IIZ D oNArlc
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3,
a rNE ixAFFIL FLpN, BEGixx lxG WI Ix OEv10E5 W THE
"DEorRWW°siREu'HissioiFolF sRAFFIc.
GENEML NOTES FOR PILOT CAR OP RATIONS
¢ a
¢ ;
LACE cGOSTED NUPFG THIN BORN AREA AT TME NAx IxUN ]°ACING EWA, IN FEET TO z I.Es
SCLO
I USE OT CARS WHEN DIRFCTD OY TH ENGix
3 O N
d
5 "TENSLANE F5 SSvv
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WONN p if uSINGTATP2LOT GET OR Or°rnE GIGte N, Canes iqv eE OW AL
C W
TRAEFI1 Ix x4x s WtNUTEG AT A TI
x A REWIRED Ix
f.
oRON OR SITn ONONS ­W8G,OF coxf s. NEFER r0 RSD. r,eG.O,
LINNY
RVIIOT ,IUIRICiC- OT CAN FIXLOW EIE AT A CON sI". THF n Ax OFFOR
J
A USE FpIu?RSLTO CONTROL
5E I EIT D el TIE LANE �URIe;
G- roExD IxsET Moo 1 THAI RaEdi�xi EaiFTxeRSERG LEGEND
E
N
5 p
°LIFFSECi�IWIS P��CEY51'OEAR�LS`,NNTNEvn a5i°WOEEMfL"USERLEAIFIOF
TATE U
AND B NE9]E5 IiHlx FLAGDER
PUACEYEI(r.
URRExT ,u REOU[REYENi9. A OCEWRES.
AACDVSI5SEUEgTRE31DENTS TxE LANE W
S IFMR�RODEPF IN, DR_AYSEWRING ELAOOI R�NCSPI CAxE
LGi
O FOR.SFCI THCIEO eY TUNMILEF.,-TAFEE CLOSURE LENGTH UNLESS OTxFRx15E 9,OAY IN iHf TMP W
p PO4TABLE s[
r DIRECTIGN GAN C aoW
SHEET 1 OF 1W
1101 A 02
TRAFFIC CONTROL DEVICES
TEMPORARY SiGNING
BARRICADF (TYPI': III)
.
CONE
•
DRUM 0 SKINNY DRUM
TEMPORARY CRA!, I CUSHION
\\•
FLASHING ARROW BOARD
FLAGGF.R
'L
LAW ENFORCEMENT
TRUCK MOUNTED ATTENUATOR I -MA)
CHANGEABLE MESSAGE SIGN
TEMPORARY SiGNING
PAVEMENT MARKING SYMBOLS
fh4 PAVEMENT MARKING SYMBOLS
Z �T j S
01M
IGxs x T GENERAL NOTES
0 TO
z- RI'. TO
RSG. ::,NS
WA
E �POFEs.cv SPACING.
E RG.GWAYs.
NII AUSE
AODRWGxAL TVPEtOiEnRURipA�rt`NG Ix sTAWFVEHiLW„AATI LEWFNTD�[Vi S
NOCHU THE CLOSURE LIMITS. IN THF T TgAFFIC WGT BE AINEO
"EWVE PAV..ENT WRH'nY9 rx 11 N Ll"Ill 4PP,IGBIf Ix COx.IVNCTEM Nlix
ENING,CLGSINO THE F. 00.4x, ULT R TO T."TC.
5. DETCON�A: GxG TR PoriozilElATiE01 so ARTHE
T PPopnp,LOSTsuNERi>LACE wRxEps W zG sPAc]xci. a PAST .HE Eno GF
sE REv . SIGNS
IW, ]L rip Wt ]R) INSTEAD OF TIE RI, IT
THE TEWPG.ARru0ETGUR NAS 9MNIL CURVE` ) IN LECSIE CSECHtl F GION STITIOWNOI
ALONG
SECONOTHE TCURVES WHFRE THERE Is IrvSu itclEnT PDVAN E WARNIRf. OISTNiCF TO PLACE THE
USE POSTED SPEED LIWINY E INLFSS PANELS ANL]OIIEIn SPED ISEM,:,S%EEC IS AT LE Si OWPry LEB AN i.NE
F 0 EsSANY BVA�xE�END EN
s T
IF THEGCOWLE TANGENT DISTANCE AUNE.L THE rE PURARY OETOOR 19 59 AN 600',si
IM," L ORVNnsARIUAND OW WE SECONDWREVEI A ID ON THE
HOR FFI NR�FVFnsE CupvE SIGN
(o ILAI, I.AR MARKER
LEGEND
F s�TIApTIaxARr elan
DIRECTI
ON 01 TRAFFIC 'LOW
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Sl'ATIONARY SIGN
SI'AT'I ONARY OR PDRTABLE SIGN
PAVEMENT MARKING SYMBOLS
fh4 PAVEMENT MARKING SYMBOLS
Z �T j S
01M
IGxs x T GENERAL NOTES
0 TO
z- RI'. TO
RSG. ::,NS
WA
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E RG.GWAYs.
NII AUSE
AODRWGxAL TVPEtOiEnRURipA�rt`NG Ix sTAWFVEHiLW„AATI LEWFNTD�[Vi S
NOCHU THE CLOSURE LIMITS. IN THF T TgAFFIC WGT BE AINEO
"EWVE PAV..ENT WRH'nY9 rx 11 N Ll"Ill 4PP,IGBIf Ix COx.IVNCTEM Nlix
ENING,CLGSINO THE F. 00.4x, ULT R TO T."TC.
5. DETCON�A: GxG TR PoriozilElATiE01 so ARTHE
T PPopnp,LOSTsuNERi>LACE wRxEps W zG sPAc]xci. a PAST .HE Eno GF
sE REv . SIGNS
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THE TEWPG.ARru0ETGUR NAS 9MNIL CURVE` ) IN LECSIE CSECHtl F GION STITIOWNOI
ALONG
SECONOTHE TCURVES WHFRE THERE Is IrvSu itclEnT PDVAN E WARNIRf. OISTNiCF TO PLACE THE
USE POSTED SPEED LIWINY E INLFSS PANELS ANL]OIIEIn SPED ISEM,:,S%EEC IS AT LE Si OWPry LEB AN i.NE
F 0 EsSANY BVA�xE�END EN
s T
IF THEGCOWLE TANGENT DISTANCE AUNE.L THE rE PURARY OETOOR 19 59 AN 600',si
IM," L ORVNnsARIUAND OW WE SECONDWREVEI A ID ON THE
HOR FFI NR�FVFnsE CupvE SIGN
(o ILAI, I.AR MARKER
LEGEND
F s�TIApTIaxARr elan
DIRECTI
ON 01 TRAFFIC 'LOW
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MAINTAIN DRIVEWAY 1.
I ACCESS. SEE NOTE 4 4R 4 VINY;_ r ( r /r, } _ (.e �I �,,I
I I F I r I l i i MAINTAIN DRIVEWAY 1
r
ACCESS. SEE NOTE 4
I _ _ 1 I„ -- I O Vp
/ t o {6^^. I TRAFFIC DRUM, TYP. I Z V
RECONSTRUCTION II ' I aZ 170- NC00T STD. 1130.01 O U z
O OF ROADWAY �.1 , _ 1 ') '� _ i
f1
8 I \ W a
OXTCAILVERT ) zrP i.lt S ITARY SEWERWE
RtLOCATION, MANHOLE
(DOWNSTREAM END) °o d y � � - 66 Y lsg _ ArIJ SERVICE CONNECTION I c (_•' L-•• O
vg
ri r
.�gl',,,: ��g•S �g2 r f .` __ _ -i_ 3_'_\T - �r �1 - 36 Il :I �� .�� ����5� .V� 'S,t4� nm,YB '9� �w, S K,__.;r-'
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R T
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1c:',. _--�+,-�=P�/-`—...::Y.z� _- �6 I a
TRAFFIC DRUM. TYP.
p .I
NCOOT STD. 1130.01
INSTALL I 9✓� �} --_ 2+00
t I I ®CONDUIT LINEfiq`
0 I 767 r, x
\1 4" WHITE EDGE MARKINGS. T ��
_ TEMPORARY ROADWAY I' / F_ \r TYPICAL EACH SIDE
6SS9
O W/TRAFFIC CONTROL T �•,'.6f�18� 18~� WATER MAIN DOUBLE 4" YELLOW
6.
_ STORM SYSTEM/1 -� 1 t• 2 RELOCATIOW, t CENTERLINE MARKINGS
( OWNSTREAM END I ; °' ` � \ W/REFLECTIVE MARKERS
-I I I 4
STORM SYSTEM ®t'm Z n
EAST END
BOX t t SA I'A §EWER RELOCATION
WLVE r
R`f X (DOWN�T[2EAM END) m AM END) �{
(40WNSTREAM EMD) (.� H° I r' <�, `ss � � (DO S \ OO rD ci] az
D A�
000
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\ is
o
I ' \ GRAPHIC SCALE
(IN FEETI
ttrch_ xh,
CONSTRUCTION PHASING
Ol BUILD DOWNSTREAM SANITARY SEWER TO JUST EAST OF ROADWAY.
O BUILD WATER MAIN RELOCATION AND MAKE SERVICE CONNECTIONS AS REQUIRED.
® INSTALL CONDUIT UNE AS REQUIRED.
®BUILD DOWNSTREAM PORTION OF STORM DRAINAGE SYSTEM. TIE-IN EXISTING STORM PIPE AS REQUIRED AT NEW
STORM DRAIN STRUCTURES.
38 BUILD UPSTREAM PORTION OF NEW STORM DRAINAGE SYSTEM, AS WELL AS TEMPORARY BYPASS PIPE AS
INDICATED ON EROSION CONTROL PLAN.
OBUILD DOWNSTREAM END OF BOX CULVERT. BUILD TO FURTHEST EXTENT POSSIBLE TOWARD THE WEST, HOWEVER
ONLY BUILD TO THE EXTENT SUCH THAT THE MINIMUM ACCEPTABLE WIDTH OF EXISTING ROADWAY IS PROVIDED FOR
2 -WAY TRAFFIC WITH ONE -LANE CLOSED (UTILIZE A FLAGGER OR SIGNAL).
OBUILD TEMPORARY ROADWAY DETOUR OVER DOWNSTREAM STORM AND BOX CULVERT (AS SHOWN) TO UTILIZE FOR
CONSTRUCTION OF WEST END OF BOX CULVERT AND REMAINING SANITARY SEWER CONSTRUCTION.
© BUILD REMAINING SANITARY SEWER MAIN, MANHOLE AND SERVICE CONNECTION.
6B BUILD UPSTREAM PORTION (WEST SIDE) OF NEW BOX CULVERT.
O7 RECONSTRUCT ROADWAY IMPACTED By UTILITY AND STORM DRAINAGE SYSTEM CONSTRUCTION.
TRAFFIC CONTROL COORDINATION NTH QQNSTRUCTION PHASING.
1. FOR CONSTRUCTION PHASES 1, 2, 3A, 4 AND 5; MAINTAIN 2 -LANE, 2 -WAY TRAFFIC ON THE EXISTING
ROADWAY. IF NECESSARY, SHIFT TRAFFIC TO WEST SIDE OF ROAD UTILIZING 2 -WAY TRAFFIC WITH ONE
LANE CLOSURE (NCDOT STD. 1101.02 SHEET 1) WITH FLAGGER AS REQUIRED IF WORK REQUIRES ADDITIONAL
WORKING OR LAY -DOWN AREA.
2. FOR CONSTRUCTION PHASE 38 SHIFT TRAFFIC TO EAST SIDE OF EXISTING ROADWAY UTILIZING 2 -WAY
TRAFFIC NTH ONE LANE CLOSURE (NCDOT STD. 1101.02 SHEET 1) WITH FLAGGER AS REQUIRED TO WORK
AND CONSTRUCT ON WEST SIDE OF ROAD.
3. FOR CONSTRUCTION PHASES GA, 6B AND 7 SHIFT TRAFFIC TO TEMPORARY ROADWAY (THIS SHEET AND
REF. NODOT STD. 1101.03 SHEET 3) USING 2 -LANE. 2 -WAY ROADWAY AS REWIRED. IF WORK AREA OR
CONSTRUCTION CONSTRAINTS REWIRE ADDITIONAL WORKING OR LAY -DOWN AREA, UTILIZE 2 -WAY TRAFFIC
WITH ONE LANE CLOSURE (NCDOT STD. 1101.02 SHEET 1) NTH FLAGGER ROUTED ON TEMPORARY ROADWAY.
4. FOR ALL PHASES, MAINTAIN DRIVEWAY ACCESS TO RESIDENCES.
II I >
LOW POINT STA: 1+78.13 j
18
4" WHITE EDGE MARKINGS.
TYPICAL EACH SIDE
DOUBLE 4" YELLOW 18
CENTERLINE MARKINGS
W/REFLECTIVE MARKERS
2.0 11.0 11.0 2-0 / CUT 17
3H: IV, TYP,
15:
17
TRAFFIC CONTROL DRUM
NCDOT STD. 1
FILL
1.5" ASPHALT SURFACE
,
SID
EACHH SIDE
COURSE, TYPE S9.5B
4" AGGREGATE BASE COURSE
16
SURFACE OVER SELECT MATERIAL
TEMPORARY ROAD SECTION FOR TWO—WAY TRAFFIC
NOTE:
ASPHALT SURFACE AND AGGREGATE
VC: 100.0O'1____
161
BASE COURSE FOR TEMPORARY ROAD TO
t
BE REMOVED UPON COMPLETION AND THE
DISTURBED AREA TO BE VEGETATIVELY
STABILIZED BY SOD OR SEEDING.
15:
-ou
w a
85 o
w z
80 cQ
Ln
75 C Z
Fes- U
70
55
i0
155
3+00
LOW POINT ELEV: 166.21'
- --- - - -- PVI STA: 1+87.5?
- -- - --- -.- _.__ PN ELEV 16555'
- -
K. 1840
VC: 100.0O'1____
t
-�-.____—
---
'O
..__..... .+�
FXIS G -._-_
TIN
GROUND
¢�_
------ ._.
+
ADE
i> CENTERLINE
_. _.
_
3.23%-
- --
777-
TEMPOR RY ROADAYTEMPOR RY
-ou
w a
85 o
w z
80 cQ
Ln
75 C Z
Fes- U
70
55
i0
155
3+00

F
LOT 106
P1338 PAGE23
N�
LOT 101
P1345 PAGE':4
LOT 107 `
PB ¢ ',F23
I
SITE AREA
STABILIZATION
_
QF_
DESCRIPTION
TIME FRAME
176..___
i
rAli
SWALES, DITCHES
7 DAYS
NONE
,z
AT A MAXIMUM OF TEN -FOOT INTERVALS ENOUGH TO
KEEP THE FENCE UPRIGHT
HIGH QUALITY
16
/
T. -1 J4-iI
s
�rt.:BAR SET
-N-50', 89f95
E-2;029 84408
/
CONTRACTOR LAYDOWN/
AND STAGING AREA
/ b 11
/ 1}
l Nt
TEMPORARY ROADWAY
/ I V
7 DAYS
HEAGJu.D
FENCE, TYP.
I �SEDIMENT
172
�X'—'�iE—
7 DAYS FOR SLOPES GREATER THAN 50
FLATTER
FEET IN LENGTH.
ALL OTHER AREAS
WITH SLOPES
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND
FLATTER THAN 4:1
`.-
HOW ZONES )
\'
70--
C
;fN RFr
NOTICE OF REQUIRED INP TONS
GRAPHIC SCALE I I
I
;--" I -
LIMITS OF DISTURBANCE -
AND CONSTRUCTION
y
NA
LOT 100
PB 45
PAGE \' ------
DRAINAGE
DRAINAGE &
b SAFETY FENCE .
UTILITY EASEMENT �-
PER PB45 PG14 >- --
---_REMOVE 30' PINE--,
cYy -a it m ^ .
TEMPORARY 36' STREAM BYPASS PIPE
`.FOR STREAM DIVERSION THRO GH NEW 1� USE PERMANENT OR TEMPORARY 36' STORM
STORM DRAIN SYSTEM (FOR USE DURING w� PIPE FOR STREAM BYPASS PIPE PERMANENT
_CONSTRUCTION OF BOX CULVERT). y . ' / PIPE LOCATION SHOWN). (
y
g�— `
QQ _;BI -
Ta
_I- �. SEDIMENT FENCE. TYP.
I I TEMPORARY COFFERDAM t„- ��+�� 0� s� - i 62+28 I
FOR STREAM DIVERSION -- � _ SILT CHEARYCK ROCK
I I
THROUGH STORM SYSIEIA._09+' � '��- SILT CHECK TYPE A
SEE NOTE 4 J� 70+81
NOTES:
1. THE INTENT OF THE PLAN IS TO INDICATE EROSION CONTROL FOR CONSTRUCTION OF
ALL PROJECT IMPROVEMENTS. COORDINATE PLACEMENT, USE, AND MAINTENANCE OF
EROSION CONTROL MEASURES NTH THE CONSTRUCTION PHASING, TRAFFIC CONTROL,
AND OTHER WORK PLANS HEREIN.
2. PLACE ADDITIONAL EROSION CONTROL MEASURES AS FIELD CONDITIONS REQUIRE OR
AS DIRECTED BY THE ENGINEER OR EROSION CONTROL PERMITTING AUTHORITY
HAVING JURISDICTION REPRESENTATIVE.
3. SITE, GRADING, STORMWATER MANAGEMENT INSTALLATIONS AND UTILITY WORK SHALL
OCCUR WITHIN THE LIMITS OF DISTURBANCE AND CONSTRUCTION AS SHOWN ON
THESE EROSION CONTROL PLANS HEREIN.
4. PRIOR TO BEGINNING CONSTRUCTION/INSTALLATION OF ANY TEMPORARY WATERWAY
DIVERSION OR COFFERDAM STRUCTURES, THE CONTRACTOR SHALL SUBMIT THE
METHODS AND MATERIALS TO THE CITY INSPECTOR FOR REVIEW AND APPROVAL.
CONSTRUCTION AND INSTALLATION SHALL NOT START PRIOR TO RECEIPT OF
APPROVAL.
5. REFER TO SHEET DT -01 FOR EROSION CONTROL DETAILS.
6. TOTAL LIMITS OF DISTURBANCE AND CONSTRUCTION SHOWN ON THIS PLANS DOES
NOT EXCEED 0.86 ACRES.
NOTE: G.S. 113A-57
NO LAND -DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE SHALL BE UNDERTAKEN IN
ACCORDANCE WITH THE FOLLOWING MANDATORY REQUIREMENTS:
(1) PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN
14 WORKING DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENI
(FINAL GRADE).
(2) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED
WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ALL PERIMETER DIKES, DITCHES, SWALES, PERIMETER SLOPES OR SLOPES GREATER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABIUZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
ANY EVENT WITHIN 7 CALENDAR DAYS.
GROUND STABILIZATION
SITE AREA
STABILIZATION
_
QF_
DESCRIPTION
TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
i
rAli
SWALES, DITCHES
7 DAYS
NONE
,z
AT A MAXIMUM OF TEN -FOOT INTERVALS ENOUGH TO
KEEP THE FENCE UPRIGHT
HIGH QUALITY
WATER (HOW)
i �OOyTR6L PolN:gl
NONE
�rt.:BAR SET
-N-50', 89f95
E-2;029 84408
/
CONTRACTOR LAYDOWN/
AND STAGING AREA
/ b 11
/ 1}
l Nt
TEMPORARY ROADWAY
/ I V
7 DAYS
HEAGJu.D
FENCE, TYP.
I �SEDIMENT
SLOPES 3:1 OR
�X'—'�iE—
7 DAYS FOR SLOPES GREATER THAN 50
FLATTER
NOTES:
1. THE INTENT OF THE PLAN IS TO INDICATE EROSION CONTROL FOR CONSTRUCTION OF
ALL PROJECT IMPROVEMENTS. COORDINATE PLACEMENT, USE, AND MAINTENANCE OF
EROSION CONTROL MEASURES NTH THE CONSTRUCTION PHASING, TRAFFIC CONTROL,
AND OTHER WORK PLANS HEREIN.
2. PLACE ADDITIONAL EROSION CONTROL MEASURES AS FIELD CONDITIONS REQUIRE OR
AS DIRECTED BY THE ENGINEER OR EROSION CONTROL PERMITTING AUTHORITY
HAVING JURISDICTION REPRESENTATIVE.
3. SITE, GRADING, STORMWATER MANAGEMENT INSTALLATIONS AND UTILITY WORK SHALL
OCCUR WITHIN THE LIMITS OF DISTURBANCE AND CONSTRUCTION AS SHOWN ON
THESE EROSION CONTROL PLANS HEREIN.
4. PRIOR TO BEGINNING CONSTRUCTION/INSTALLATION OF ANY TEMPORARY WATERWAY
DIVERSION OR COFFERDAM STRUCTURES, THE CONTRACTOR SHALL SUBMIT THE
METHODS AND MATERIALS TO THE CITY INSPECTOR FOR REVIEW AND APPROVAL.
CONSTRUCTION AND INSTALLATION SHALL NOT START PRIOR TO RECEIPT OF
APPROVAL.
5. REFER TO SHEET DT -01 FOR EROSION CONTROL DETAILS.
6. TOTAL LIMITS OF DISTURBANCE AND CONSTRUCTION SHOWN ON THIS PLANS DOES
NOT EXCEED 0.86 ACRES.
NOTE: G.S. 113A-57
NO LAND -DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE SHALL BE UNDERTAKEN IN
ACCORDANCE WITH THE FOLLOWING MANDATORY REQUIREMENTS:
(1) PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN
14 WORKING DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENI
(FINAL GRADE).
(2) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED
WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ALL PERIMETER DIKES, DITCHES, SWALES, PERIMETER SLOPES OR SLOPES GREATER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABIUZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
ANY EVENT WITHIN 7 CALENDAR DAYS.
GROUND STABILIZATION
SITE AREA
STABILIZATION
_
QF_
DESCRIPTION
TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
AT A MAXIMUM OF TEN -FOOT INTERVALS ENOUGH TO
KEEP THE FENCE UPRIGHT
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEPPER THAN 2:1, 14
DAYS ARE ALLOWED.
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50
FLATTER
FEET IN LENGTH.
ALL OTHER AREAS
WITH SLOPES
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND
FLATTER THAN 4:1
`.-
HOW ZONES )
• s f -Mc 1-- - 3-: _ (NCDOT STD. 1633.01) „ EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED
N/F , I - -- -- ” 74�. 7E - ?M1` .J- - ON WEATHER (R OTHER SITE SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
�..1 =_ ,n'a _ 162.___- I
479 , SAFETY FENCE 1 IMPRACTICAL SECTION II. 8(2)(b)).
�2 P n_n .� +.+_+n n� ^.�
32 AGF44 I � � 1 L'L.___ -� I � - � � `�° � s�+sJ" h��`�. ti-�h_.. /,'10fED
AREA
INLET �� - s9 I y REMOVE 33* PINE TEMPORARY COFFERDAM FOR
1 STREAM DIVERSION THROUGH
m Qf PROTECTION, TYP. /` \ _ ��y
�. _ STORM SYSTEM. SEE NOTE 4. i -...
USE PERMANENT OR TEWPORARY 18' STORM
r„0- PIPE FOR STREAM BYPASS PIPE (PERMANENT_
2 • `\ 6 i ' PIPE LOCATION SHOWN).
SEDIMENT FENCE. TYP.
0
LIMITS OF DISTURBANCE
1 W AND CONSTRUCTION
I PF
CO \\ I REMOVE 25' PINE
` C •�_ Sg"' 20' DRAINAGE //
_ EASEMENTS 7/'y
�-
PJ /r I�I C •II PER P832 PG44
LUT 478
P832 PAGF44 N F I - - Mi— .\\I LOT 465
;j PB32 PAGE44
I I LOT 466
I \t I P832 PAG144
20' DRAINAGE EASEMENT
I, I PER PB32 PG44
V 11-'`
-'-- �� j I Ir
------- Z _-172 ,,);
-
-
_
QF_
CONTR01. PO'•NT#2
REBAR SET
N-.'05,670.44'
c=2,029,753.2%'
E 2,02
/ /
/
/
/ / /
— — — — — — / /
/
TREE PROTECTION NOTES:
1. PRIOR TO CONSTRUCTION: THE CONTRACTOR SHALL CONSTRUCT AND
MAINTAIN, FOR EACH PROTECTED TREE OR GROUP OF TREES FENCING THAT
ENCIRCLES THE OUTER LIMITS OF THE TREE(S) CRITICAL ROOT ZONE TO
PROTECT THEM FROM CONSTRUCTION ACTIVITY. ALL FENCING SHALL BE IN
PLACE PRIOR TO ANY SITE WORK SHALL REMAIN IN PLACE UNTIL ALL
EXTERIOR WORK HAS BEEN COMPLETED.
2. PROTECTIVE FENCING: ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK
FENCING, SNOW FENCING OR OTHER SIMILAR FENCING AT LEAST FOUR FEET
HIGH AND SUPPORTED
o,
-
AT A MAXIMUM OF TEN -FOOT INTERVALS ENOUGH TO
KEEP THE FENCE UPRIGHT
/
AND IN PLACE. THE FENCING SHALL BE OF A
HIGHLY VISIBLE MATERIAL AND SHALL HAVE A TREE PROTECTION SIGN
AFFIXED EVERY TWENTY FEET TO BE CLEARLY VISIBLE TO THE WORKERS
ON-SITE. SEE DETAILS.
i
't6s lvL E
3. NO LAND DISTURBING ACTIVITY SHALL OCCUR WITHIN TREE SAVE AREA.
`.-
NOTICE OF REQUIRED INP TONS
GRAPHIC SCALE I I
I
;--" I -
THE FINANCIALLY RESPONSIBLE PARTY OF THE ISSUED EROSION CONTROL PERMIT SHALL PERFORM
"
' N/E-t95"
;�1�
t ���`/�-}Nt
OR DELEGATE AN AGENT TO PERFORM AN INSPECTION OF THE AREA COVERED BY THE PLAN AFTER
EACH PHASE OF THE PLAN
I
'��
HAS BEEN COMPLETED AND AFTER ESTABLISHMENT OF TEMPORARY
TIN Feed LOT 467
I
I
.K�r
N j'F
GROUND COVER IN ACCORDANCE WITH G.S. 113A-57(2). THE PERSON WHO PERFORMS THE
INSPECTION
1^kF= zoa I I P932 PAGF44
Lj,
-
L_CT 464
SHALL MAINTAIN AND MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE SITE OF
175 r
c �'i
`71r
PB32 PAGE 44
THE LAND -DISTURBING ACTIVITY. THE RECORD SHALL SET OUT ANY SIGNIFICANT DEVIATION FROM
THE APPROVED EROSION CONTROL PLAN, IDENTIFY ANY MEASURES THAT MAY BE REQUIRED TO
•m
CORRECT THE DEVIATION, AND DOCUMENT THE COMPLETION OF THOSE MEASURES. THE RECORD
i
_
SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER HAS BEEN ESTABLISHED AS REQUIRED BY
THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN. THE INSPECTIONS REQUIRED BY THIS
SUBSECTION
SHALL BE IN ADDITION TO INSPECTIONS REQUIRED BY G.S. 113A-61.1.

N
LO- 106 ;
P,38 PAGE23 T r
1n_;_
175-
CONFIGURE THREE (3)-4' DIA.
-'-SCH. 40 PVC CONDUIT STACKED
IN A TRIANGULAR MANNER.
TRIANGULAR STACK
CONDUIT ARRANGEMENT
NOT TO SCALE
t70�
N/ ` 17r >` �- d '£ CQDITR6L POWr
#1
f i�' - /
-TILBAR SET107
-- /
PBL TPAGE23
/no- _ I 1 Dzssaa.Gs'; t
GAS LINE RELOCATED I plh,, _ 9' ELECTRICAL
L EQUIPMENT
BY DINERS (NOTE t) T<z�-RELOCATEDANSTALLED
iI
BY OTHERS (NOTE 2A). / A
N/F _..... _.... - I A 13-4' DIA. SCHEDULE 40 CONDUIT
01100 /�8 TO BE INSTALLED BY CONTRACTOR
PB45 PAGE 4 FOR ELECTRIC/TELECOM USE, CONDUIT
{' MATERIAL TO BE PROVIDED BY
DRAINAGE & b � �,� PWC (NOTE 2B AND 2C). Cj
UTILITY EASEMENT
PER
163.
tlB
BB
_ !l� 9Y .. y'✓ eB
DQ
62 -
�32TPAGE44 CONTRACTOR TO VERIFY -
GAS UNE RELOCATED` ,o. �` �.._s_� .<,ti-\.�/.�.-n_. n_n :'._1 ,��.��..�J._n n_•"�,
I Ijy BY OTHERS TO BE BELOW -99i-- q/ ` l 4VJOi;FD
L 0)Q BOX CULVERT (NOTE 1) I. g9`Sq o� ` `;nom\ AR'E.A
1191,
PJ i - -
ry _
/ ELECTRICAL EQUIPMENT _'-.x..
+'l RELOCATED ANSTALLEDj NOTE 2A. 20' DRAINAGE
BY OTHERS
( ) EASEMENTS
'F I I I 2-4' DIA. SCHEDULE 40 PER P932 PG44 _�.
�- , �u I I CONDUIT RELOCATEDANSTALLED
- I BY OTHERS (NOTE 2A) FOR -/ /
ELECTRIC USE. N F - �O i 465
a PB32 PAGE44
I\/F L - 1 CON7ROI POINTjj2
RERAR SL- /
I 0 F 466 ,.tilt
6.52 P.AU,114 t EL -2'724257,27'
20' DRAINAGE EASEMENT GENERAL RELOCATION NOTES,
PER PB32 PG44
y„ 72 GAS LINES RELOCATED BY OTHERS BELOW BOX CULVERT.
F _ _ PRIOR TO CONSTRUCTION, THE CONTRACTOR IS ADVISED TO FIELD VERIFY
-- -- / / BOTH THE HORIZONTAL AND VERTICAL LOCATION OF NEARBY GAS LINES.
2. EI LQIRI EQUIPMENT I INF& AND CONDUIT:
lIT
-_ _ _- — — _
_ _ _ _ _ _ _ — — 2.A. ELECTRICAL EQUIPMENT, STRUCTURES, VAULTS, AND 4' DIA.
SCHEDULE 40 CONDUITS (AS INDICATED), ETC. RELOCATED AND/OR
INSTALLED BY OTHERS.
2.B. CONTRACTOR TO INSTALL 4' DIA. SCHEDULE 40 CONDUITS AS
INDICATED PER PLAN. CONTRACTOR TO COORDINATE DEPTH AND
X CLEARANCES OF NEARBY UTILITIES (BOTH EXISTING AND PROPOSED)
GRAPHIC SCALE
-T- TO ENSURE INSTALLATION AT REQUIRED CLEARANCES. I - 2.C. CONDUIT SHALL BE PLACE WITH THE FOLLOWING REQUIREMENTS:
I .A�7& I n J 2.C.1. DEPTH OF BURY: 4 -FEET OF DEPTH OR GREATER FROM
N/F .1FINAL GRADE.
0 ON EEETI I I !_OF 467 Y „-l�bJ•,- N�F 2.C.2. VERTICAL CLEARANCE: 12 -INCHES ABOVE OR BELOW WATER,
vrcn=PB32 PAGE44 ^.A - I LOT 464 SANITARY SEWER, OR STORM DRAIN LINES.
2.C.3. HORIZONTAL CLEARANCE: 10 -FEET FROM WATER, SEWER OR
X70 P832 PAGE44 STORM DRAIN UNES MINIMUM IS DESIRABLE WITH
ABSOLUTELY NO LESS THAN 5 -FEET MINIMUM SEPARATION.
.- Pr,
`\
L.0'I C)l
/1^�
1
,573
/1iY' l`=4" VA.;vCJAt�,>
P645 PA.GE1a
a
l I
-
\rl
CONFIGURE THREE (3)-4' DIA.
-'-SCH. 40 PVC CONDUIT STACKED
IN A TRIANGULAR MANNER.
TRIANGULAR STACK
CONDUIT ARRANGEMENT
NOT TO SCALE
t70�
N/ ` 17r >` �- d '£ CQDITR6L POWr
#1
f i�' - /
-TILBAR SET107
-- /
PBL TPAGE23
/no- _ I 1 Dzssaa.Gs'; t
GAS LINE RELOCATED I plh,, _ 9' ELECTRICAL
L EQUIPMENT
BY DINERS (NOTE t) T<z�-RELOCATEDANSTALLED
iI
BY OTHERS (NOTE 2A). / A
N/F _..... _.... - I A 13-4' DIA. SCHEDULE 40 CONDUIT
01100 /�8 TO BE INSTALLED BY CONTRACTOR
PB45 PAGE 4 FOR ELECTRIC/TELECOM USE, CONDUIT
{' MATERIAL TO BE PROVIDED BY
DRAINAGE & b � �,� PWC (NOTE 2B AND 2C). Cj
UTILITY EASEMENT
PER
163.
tlB
BB
_ !l� 9Y .. y'✓ eB
DQ
62 -
�32TPAGE44 CONTRACTOR TO VERIFY -
GAS UNE RELOCATED` ,o. �` �.._s_� .<,ti-\.�/.�.-n_. n_n :'._1 ,��.��..�J._n n_•"�,
I Ijy BY OTHERS TO BE BELOW -99i-- q/ ` l 4VJOi;FD
L 0)Q BOX CULVERT (NOTE 1) I. g9`Sq o� ` `;nom\ AR'E.A
1191,
PJ i - -
ry _
/ ELECTRICAL EQUIPMENT _'-.x..
+'l RELOCATED ANSTALLEDj NOTE 2A. 20' DRAINAGE
BY OTHERS
( ) EASEMENTS
'F I I I 2-4' DIA. SCHEDULE 40 PER P932 PG44 _�.
�- , �u I I CONDUIT RELOCATEDANSTALLED
- I BY OTHERS (NOTE 2A) FOR -/ /
ELECTRIC USE. N F - �O i 465
a PB32 PAGE44
I\/F L - 1 CON7ROI POINTjj2
RERAR SL- /
I 0 F 466 ,.tilt
6.52 P.AU,114 t EL -2'724257,27'
20' DRAINAGE EASEMENT GENERAL RELOCATION NOTES,
PER PB32 PG44
y„ 72 GAS LINES RELOCATED BY OTHERS BELOW BOX CULVERT.
F _ _ PRIOR TO CONSTRUCTION, THE CONTRACTOR IS ADVISED TO FIELD VERIFY
-- -- / / BOTH THE HORIZONTAL AND VERTICAL LOCATION OF NEARBY GAS LINES.
2. EI LQIRI EQUIPMENT I INF& AND CONDUIT:
lIT
-_ _ _- — — _
_ _ _ _ _ _ _ — — 2.A. ELECTRICAL EQUIPMENT, STRUCTURES, VAULTS, AND 4' DIA.
SCHEDULE 40 CONDUITS (AS INDICATED), ETC. RELOCATED AND/OR
INSTALLED BY OTHERS.
2.B. CONTRACTOR TO INSTALL 4' DIA. SCHEDULE 40 CONDUITS AS
INDICATED PER PLAN. CONTRACTOR TO COORDINATE DEPTH AND
X CLEARANCES OF NEARBY UTILITIES (BOTH EXISTING AND PROPOSED)
GRAPHIC SCALE
-T- TO ENSURE INSTALLATION AT REQUIRED CLEARANCES. I - 2.C. CONDUIT SHALL BE PLACE WITH THE FOLLOWING REQUIREMENTS:
I .A�7& I n J 2.C.1. DEPTH OF BURY: 4 -FEET OF DEPTH OR GREATER FROM
N/F .1FINAL GRADE.
0 ON EEETI I I !_OF 467 Y „-l�bJ•,- N�F 2.C.2. VERTICAL CLEARANCE: 12 -INCHES ABOVE OR BELOW WATER,
vrcn=PB32 PAGE44 ^.A - I LOT 464 SANITARY SEWER, OR STORM DRAIN LINES.
2.C.3. HORIZONTAL CLEARANCE: 10 -FEET FROM WATER, SEWER OR
X70 P832 PAGE44 STORM DRAIN UNES MINIMUM IS DESIRABLE WITH
ABSOLUTELY NO LESS THAN 5 -FEET MINIMUM SEPARATION.

AEA RELOCATED
GAS LINE o
BY OTHERS + w
\ \ 18" THICK
CLASS "I" RIPRAP
W/FILTER FABRIC 1 w 32.211I '
F-
47.8LF
( 36" RCP
-,.._ -� _ 965 - _ •'�
62+00
I
STA 50+99.0 BEGIN`
i I PRECAST CONIC. BOX CULVERT
I INV. IN -159.5 `� T
WINGWALL
479
1
832 FAC.' RECONNECT EXISTING
6" DRAIN PIPE TO I a
m1 U BOX CULVERT
-- _- _ - INV. IN=164.4± ttII 9i
zoo
a �•_J s {
175+
17
INSTALL SILL WALL -- --
ON UPSTREAM EN
D•__„
qn G,l 1 SEE DETAIL, SHEET OT -01
FINISH GRADE _
STIR. N
STIR. P
CATCH BASIN
CATCH BASIN
RELOCATED
/
STA. 61+30.67
STA. 61+66.15
IF
)JL.
GRATE=166.9
GRATE=166.9
i�,B
I
EX. INV. IN=162.7±
17
I ELECTRIC/TFLECOM
CONDUIT
/
INV. IN=160.65
U-
\
L c
DEPTH=6.4
5 -- -
EX 6' SAN SEVER
55
50
DRAINAGE I
UTILITY EASEMENT'''111,,
\ \ \ PER P845 PC14
b
_
__--
V,
AEA RELOCATED
GAS LINE o
BY OTHERS + w
\ \ 18" THICK
CLASS "I" RIPRAP
W/FILTER FABRIC 1 w 32.211I '
F-
47.8LF
( 36" RCP
-,.._ -� _ 965 - _ •'�
62+00
I
STA 50+99.0 BEGIN`
i I PRECAST CONIC. BOX CULVERT
I INV. IN -159.5 `� T
WINGWALL
479
1
832 FAC.' RECONNECT EXISTING
6" DRAIN PIPE TO I a
m1 U BOX CULVERT
-- _- _ - INV. IN=164.4± ttII 9i
zoo
a �•_J s {
175+
17
INSTALL SILL WALL -- --
ON UPSTREAM EN
D•__„
qn G,l 1 SEE DETAIL, SHEET OT -01
FINISH GRADE _
STR. R STIR. T STIR. U
CATCH BASIN CATCH BASIN CATCH BASIN
STA. 51+22 STA. 51+57
GRATE=166.8 GRATE -166.8 STA. 11+79.99 (ROAD STA.)
' \ CONNECTION TO CRATE -168.1
1NNGWALL 36" RCP ( (CONNECTION TO EX. 1B" INV. IN=164.80±
INV. OUT -160.0 CULVERT) ) 18" INV. OUT=161.0
;,(� � BOX CULVERT
STA. 52+01.5 - END y
PRECAST CONIC. BOX CULVERT `
INV. OUT=158.0 ,
52+95 3I
yl TO
m , 24" THICK
62+28 CLASS I" RIPRAP
70+
W/FILTER FABRIC
18' RCP u
c j INV OUT=160.0 _-
1
v WINGWALL �, ) AIL.,
STA 51+92.7 ANGLE POINT i
` PRECAST CONIC BOX CULVERT I
\ vl.
GRAPHIC SCALE
- '-791_F-18" RCP
.PRECAST CONIC. BOX U (INF ETI
CULVERT (10'Wx6'H) I1
I \ SII70 \
To-"�--
W
PLAN
.... _ 1I� - _- --24'-TRICK
REYC(ri EX. 36'CMP --�-- _ E%. WATER MAIN ' CLAS$ •1' RIPRAP
CULVERT Pff_T_ �O BE RELOCATED) W/FILTER FABRIC
I {I(TO BE RELOCATED) .___ _ W.
THICK-SURGE STONE -- PROPOSED BIN -WATERWAIN.i._..
.. ._ ..-.. .__ RELOGATION_DI.SgATER CASING
N
_..... 1 -- _ _ __ 1... -.. .. -.. _ I BEDDING COMPLETELY ENCASED
IN NON -WOVEN FILTFR FABRIC
OTHEGAS LINES A D CONDUIT RELOCATED BY ----"7 ---- ----- r -- 150
RS BEL BOX CULVERT. PRIOR 10+- ---- I
CONSTRUCTI01{I,
.-CONTRACTOR-TO
TH :THE
ZONTAL
VERTICAOLOCATION OF NEARBYA
ND
LLGAS -LINES 1- i
50+50 51+00 51+50 52+00 s9+sns2.an5
BOX CULVERT PROFILE
la BL
LINES,A_ D�CON4UIT REL9('ATEP QY__._
OTHERS BELO BOX CULVERT. PRIOR TO
ONSTRUC
CONTRACTOR-WfIE{@--
VERIFY BOTH ITHE_ HSHIZONTAL 9ND
VERTICAL LOO�iATION OF NEARBY GAS UNES.
N475
�
GROUND4 170
FINISH ADE •fi •!E
•. j
l 32.2LF-36' RCP — - •.: 1 __ 60
STORM 'PR{- {.... 47.81-F-38' RCP __..._. _.. _.
STOBM_P.IPE..- "
------
Ey 6' SAN: -g,.. ... ..
-- —
-__(SO BE RELOCATED) E% WATER MAIN
55 (TD BE RELOCATED)
_- $5
PROPUSTI ITN' MAIF--
RELOCATION IN STEELL.CC ASING.._
50
Gunn
_••-- .1—v 62+°
STORM DRAIN PROFILE (NORTH OF CULVERT
a
STIR. N
STIR. P
CATCH BASIN
CATCH BASIN
STA. 61+30.67
STA. 61+66.15
GRATE=166.9
GRATE=166.9
INV. OUT=161.0
EX. INV. IN=162.7±
17
-
DEPTH=5.9
INV. IN=160.65
U-
INV. OUT=160.50
L c
DEPTH=6.4
STR. R STIR. T STIR. U
CATCH BASIN CATCH BASIN CATCH BASIN
STA. 51+22 STA. 51+57
GRATE=166.8 GRATE -166.8 STA. 11+79.99 (ROAD STA.)
' \ CONNECTION TO CRATE -168.1
1NNGWALL 36" RCP ( (CONNECTION TO EX. 1B" INV. IN=164.80±
INV. OUT -160.0 CULVERT) ) 18" INV. OUT=161.0
;,(� � BOX CULVERT
STA. 52+01.5 - END y
PRECAST CONIC. BOX CULVERT `
INV. OUT=158.0 ,
52+95 3I
yl TO
m , 24" THICK
62+28 CLASS I" RIPRAP
70+
W/FILTER FABRIC
18' RCP u
c j INV OUT=160.0 _-
1
v WINGWALL �, ) AIL.,
STA 51+92.7 ANGLE POINT i
` PRECAST CONIC BOX CULVERT I
\ vl.
GRAPHIC SCALE
- '-791_F-18" RCP
.PRECAST CONIC. BOX U (INF ETI
CULVERT (10'Wx6'H) I1
I \ SII70 \
To-"�--
W
PLAN
.... _ 1I� - _- --24'-TRICK
REYC(ri EX. 36'CMP --�-- _ E%. WATER MAIN ' CLAS$ •1' RIPRAP
CULVERT Pff_T_ �O BE RELOCATED) W/FILTER FABRIC
I {I(TO BE RELOCATED) .___ _ W.
THICK-SURGE STONE -- PROPOSED BIN -WATERWAIN.i._..
.. ._ ..-.. .__ RELOGATION_DI.SgATER CASING
N
_..... 1 -- _ _ __ 1... -.. .. -.. _ I BEDDING COMPLETELY ENCASED
IN NON -WOVEN FILTFR FABRIC
OTHEGAS LINES A D CONDUIT RELOCATED BY ----"7 ---- ----- r -- 150
RS BEL BOX CULVERT. PRIOR 10+- ---- I
CONSTRUCTI01{I,
.-CONTRACTOR-TO
TH :THE
ZONTAL
VERTICAOLOCATION OF NEARBYA
ND
LLGAS -LINES 1- i
50+50 51+00 51+50 52+00 s9+sns2.an5
BOX CULVERT PROFILE
la BL
LINES,A_ D�CON4UIT REL9('ATEP QY__._
OTHERS BELO BOX CULVERT. PRIOR TO
ONSTRUC
CONTRACTOR-WfIE{@--
VERIFY BOTH ITHE_ HSHIZONTAL 9ND
VERTICAL LOO�iATION OF NEARBY GAS UNES.
N475
�
GROUND4 170
FINISH ADE •fi •!E
•. j
l 32.2LF-36' RCP — - •.: 1 __ 60
STORM 'PR{- {.... 47.81-F-38' RCP __..._. _.. _.
STOBM_P.IPE..- "
------
Ey 6' SAN: -g,.. ... ..
-- —
-__(SO BE RELOCATED) E% WATER MAIN
55 (TD BE RELOCATED)
_- $5
PROPUSTI ITN' MAIF--
RELOCATION IN STEELL.CC ASING.._
50
Gunn
_••-- .1—v 62+°
STORM DRAIN PROFILE (NORTH OF CULVERT
a
18(
5 _
17
-
u
60
u''rTi z;
170
DNISH GRADE_.._-
STORM DRAIN PROFILE (SOUTH OF CULVERTl
-
5 _
-
--
60
- ---- —___ STORM PIPE
5 -- -
EX 6' SAN SEVER
55
50
70+00 70+50
71+1100
STORM DRAIN PROFILE (SOUTH OF CULVERTl

1 y F, CD
ASI I m O. \ ,,.,
I I REMOVE EX. 36" CMP / I , I L
CULVERT PIPE AND HEADWALLS f THICK I ^
CLASS I RIPRAP I I C)
z < - _ I I RELOCATED \ Il / `.,W/FlLTER FABRIC - NJ
ELECTRIC TELECOM I,,,////1 1 RELOCATED N l0
o / , .� GAS LINE W < „ z
c o 1 I CONDUIT BY OTHERS I 13C., ... I I BY OTHERS ( �, -\ Q O
II STA. 13+70
m �cvn s I i f;a+^/ END ASPHALT PAVEMENT PATCH I - \ 0
BEGIN ASPHALT PAVEMENT PATCH // I �• 1� .t I J
_STAk-- I END 24 ROLL -BACK CkC AND I
BEGIN 24' ROLL -BACK ChG AND / r- _ / e vA - �, =1 1Jo-'. �/ MATCH TO ASPHALT CURB R py
1 TE -IN 24" ROLL -BACK /
- MATCH TO ASPHALT CURB / -- i --- - / . cAc 70 Ex. DRlvl:war f N P { ai
I o sra 1z+46 Ltsr / 6 - = I i < \ \ p"' N
I 1 REMOVE E%ISTNC O
'•f j / I I BECIN 24' VERT. CAG Il \ 16�I - CATCH BASINS AND
I j \ �'-\ 0
TRANSITION CURB. NOTE 1 _
l ss �5 / CROSSING STORM PIPE / y li i I m p
\ , e STA. 1z+A1 (ETT I \ 0
110 �' PE -IN 24' ROLL -BACK S
r
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n O
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6� ,0w - WA - RAN <. f
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_
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m I w N w -' '� c \ I r PRECASTCONC. BOX '77i{ 17,-`F_�_: .�IJg _ 7..:• �,,- �- �` rn a+ g $
CDv m m -, "�' n6) I )I 'm Im 1t - \
,
'.. , -I � 1 .S CULVERT 10'W.6 H .; 'RELOCATED SEWER MAIN. I I ~\'1
N
\ 16+00 I I P
JI )`
` '11+GD �4r - 4 � £ ; 'SEE SEWER MAIN PLANA 10111E._� 6.5 q'/ 1 N "jl 4 T`V I m my p O _J N G __ �1� ' �- I\yW p_` , •Q
-- — - g
z t
3+00
14+001 I
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L}, _ .--- 1 .5 . A _ _ ',:��-1 `1L14+10 �1 S- \,` 6B _
ve r ' L;; P. i- , ! - i l .9` ,. - I ti i - 5 000.0. \ _. 1 _ \ I _ _ .\i \ \ s x •. �. .
_ 1
1
,
_ .1 Q
1666- - - 16 .. Ir -- - �,� jy� =- €d __! / __ -10 T -r- _ e.L.. lam_ _ T:.
-RELOCATED WATER MAIN. / _ I �I 1rf.
K •j�
>'i/Q• I y I { I n I x.76 SEE WATER MAIN PLAN A PROFILE
z S 1l 6 -� ` B j _ TRANS. CURB �0 N v j pl d •
mz I C� _5'\��� NOTE
l W \ ` m a�S9�
o r
z -' fMANS ane
i J : A. , I I T f , NOTE 1 \ _ \ STa 12+83 RIGHT , '� j y \
END 24' VERT. CAG., `� e`•,
(_, I a I O STA 12+20 RIGHT // ,.: �. ` 1 \ \ ` \\ 1 p Z p
r t I I ^- n I BEGIN 24NERr. c �/ 6y f y16q 6 8\ J �s RELOCATED \\ \ p
C., ` ' < ELECTRIC/TELECOM
/REMOVE EXISTING CATCH BASIN 6 \. CONDUIT O�
PORTION OF E%. 18' RCP L 1 < b' T ``�m Zo
STORM PIPE ONLY AS REO'D /\� II - N D P O
TO CONSTRUCT AN TIE °i U I } .r 70+81 mq \1, W q'x
i ( T7 I Z Z Z Z TO NEW STORM CATCH BASIN. , } A
OD
co rD
J/ t 24" THICK \ s. REMOVE EXISTING CATCH BASIN`\ -(\ `\
D -On A �^ I DJ, i 'ET ae CLASS "1" RIPRAP \ PORTION OF EX. IS' RCP �` \ GRAPHIC SCALE Z
N F - i ,\ :s0 ae '� i W/FILTER FABRIC STORM PIPE ONLY AS REO'D TO \\ w
? I I I Z I I I ''CONSTRUCT AND PE TO NEW STORM_g�
CATCH BASIN.
TI(IN FEET) ^Om
A I i I f . ` `II it i:' - " J l . MAL / �+'
--. _......-
- --- —
.. H1•.•
PLAN ,
_...__ —._ __--- -- As�xatrTPAvET4ENTeATCH NOTES:
..._ __ _ .. .. N1 TRANSITION BETWEEN 24" ROLL -BACK rOii a i
18 - --' LOW POINT STA: 12+60.85 - _" - --- -"-----LOW POINT STA: 13+10.00--- _ "-" - --- -- --- ---- ----- — - - CURB AND CUTTER AND 24" VERTICAL : •' l'e,
- --' - -i-- - --- LOW POINT ELEV., 167.20 - --- - --- - -- EV 16758' UR AND GUTTER OVER 10' OF '• .............
-G-- _ I - _— —__- G•••••�
0000._. __ - _-- -__ 5
0000 000_0._ 0000___ _._. _ _ ___.PVI STA: 12+40.00._ 8 B LENGTH. CONSTRUCT TO
.._— z P ELEV, 166 _.. __._.- - ._._. I __. STA. E11678�-__..._- -_-_.. -.__ -_ DRAINAGE TO '•'••'••
90
- � -- _ 1 0000 PVI ELEV: 2' _ D - CATCH EBAS Nn�
__ -.. ____. -_-_ _. .. -- K: 21 84 I _-_ K: 15.74 -- - - .
_ _
VC_._8400
ENSU '••• ••••
i T
a•
_ S _._.. -- - -- —cubs
\ -_.+ A�'. - _. .. 180 m
lnnF___ -: 1z -... - - __ ___..__ ___ _.�.RI'Li_ __ _0000__ - -n.. z ._ ___ ._ .__ - ¢ o
_-W' s�
_-
---- - ---- ---- -..__ _-- vein'�s'+o --- -- �__; xas- �~ m= zg_x `I*. ..- - - ---
175 - --`^^- � �. .� +p~
_
'- --. - EXISTING ` O! i✓! $i' - -�l� m a N - -------
- ---
-_� a p f 5 r-
-- 1. s a � ._ _ . �. b o _rc _ Gia? o
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V
. _.. 0000 _ _ ._ ..' ` � D ny, � � 2 - _ -_�-
-- m_^
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I ---'- -- �> a
'---- ----' --'-' --t �... _ .-_ c�2w _gym 1..22 �u o• o.� _ +") mz10 z ne a O V
a�2
..__._ _ _ -_- - _ I
L.. —_ _. -_- _ _ _.. m w _-_ U.a w < w; o _. m } m ^-- FlNIBHED GRADE T j j
�w� sn `a
-266.•{ __-- --.--.--,— ..-_ 0 w
�W..
�EX . �
-.._
STORM PIPE __.— _.. .. ___` 0000 1 } ! ___ Ex. it RCP
e._rIT..—_ - __.- - > O C/i O
16 --� — ` �� _ •F:�
165
-I. '1� —_— ___ - _- --.-_
to►brw" + + 1 I __ _ I — ��
tU
--
,, � 0000.
DIP
---$�f--'�i__�
I -
EX P
___-__.-000_0_. 1 _-
_ ....� J +..
_- OF WATER 60
E B' DIP
IX. WA MAIN (TO'W REMOVED r _ REMOVE PORP - - -_- .______1y��_
-'AS A1EP ON IWITER MAIN _ -.. - �� .f 0000 OFEXISP7)C..IB$CP F CONNECT
PIAN A PROFILE, SHEET)--- _ -_. -_- - - - - ..._--
E%. 8' DIP
OLE
—_-_ _—_ ___ _ __._. -----
OTHERS
_ _. _ _. ____—_.___.__ GAS LINES AND CONDU�QCAJED BY _ _ _ .I :+.---_ Toa OF ASTER - __ � SEWER -
IT -RE
OTHERS BELOW BOX CULVERT t PRIOR TO - - - - — —" - -" �nB:eD- - ---'--- --- - _ TO_NEW SSUP
15 .__ --- I3TRtlCi{ON--gOHTRABTOR-9.,flft9-_. . _ --_ _-
• -' L J --- EX. WATER MAIN '70 8E REMOVED
VERIFY BOTH THE HORIZONTA _AND CULVERT (10'01-) AS INDICATED DN A 5
-_
VERTICAL LOCATION OF NEAR -GAS LINES _ - - - -- - - - - TOP OFF WATER -_ -- 36'
.__. - TRIC E
----_-_- _ + & PROF
BEDDING SU1EYENCASED.
_.. IN _
NON WOVEN FILTER FABRIC_
1 SEWER PORPONS TO RE
--" ----'----- ----- -- —
ARJMd(CA]ED ON SEWER _
MAIN PLAN AND PROFILE SHEET) i
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+75%

r
REINSTALL DOMESTIC WATER SERVICE
- -
N
'
J\
?
Q
��.�
`
�`•
LOCATE NEW METER BOX
W/METER & REROUTE ON
PRIVATE SIDE TO MAKE=
--___.
UNE TO EXISTING SERVICE LINE TO
-j- CENTERLINE 10'Wx6'H
f
1 '
CONNECTION
..-_._;
___.
�
�'.0 !
RESIDENCE. INSTALL NEW WATER
lt,
6
MAIN
MAIN W/FULL BODY
_ MJ SLEEVE OR PWC
APPROVED TRANSITION
COUPLING ON AC PIPE.
--'-- -'
--- --._..
5
. -AT
WATER MAIN CROSSING
11+13±
NEW 36" RCP--
__
------------)"XIS�ING
10+00
I
METER SET AND 1" TYPE K COPPER
__VERT 45>, BEND.
PPx BOP=1615±
/ - !
1100
163 J
I
'� A
STA.I 10+30.
)
_1 -
l
WATER SERVICE LINE TO CONNECTaa'�
'
/r
i
-_ CONNECT
' STA. 10+15.0
GAS UNE
NE
TO EX. 6" DIA. WATER MAIN
/T
__�:
TO
- - --
BY OTHERS
VERT. 45' BEND
CUSTOMER'S A
EX. PLUMBING "
°I
REPLACE EXISTING
10+82+
_.-
,k
6w,
1 METER BOX
W EW METER J69_
-
10 LF
WATER
__ TA: -12' 16:8- -__STA
f I
h
REMOVE OLD
RJ REDUCE
- T
_STA.
�
��'
i ^�/I
�.
BOX &ABANDON OR%
REMOVE WATER
=T
BEGIN ST
STA. 10+gZ
CASING PIPE
a
J•
_.
1'
SERVICE
APPX. BOP=159.9±-----
jEL
_
A. 10+82._
I
I N30
SEWER
HORIZ. Y5 BEND-- -
,
U \
I I I
HORIZ. 45' BEND _ '
VERT. 45' BEND
2D"
TUY 19�W Ijg08
2 ONNM N
�S OH
GRAPHIC SCALE
(IN FEET )
Izn. z k
ADDITIONAL WATER PLAN NOTES:
1. UNLESS OTHERWISE INDICATED, LENGTHS OF PIPE
SHOWN ARE BASED UPON HORIZONTAL MEASURE.
2. CONTRACTOR TO PROVIDE TEMPORARY BLOW -OFF
FOR TESTING AND CHLORINATION OF WATER MAIN.
BLOW -OFF TO BE KILLED OUT AFTER COMPLETION.
A" MAIN TO EX. 6" AC WATER MAIN -166 i6
IIS I� I" W/FULL BODY MJ SLEEVE OR
PWC APPROVED TRANSITION
COUPLING ON AC PIPE.
:' o z o 5LF-6" RJ DI WATER MAI
\
- -
N
'
J\
?
Q
��.�
`
�`•
LOCATE NEW METER BOX
W/METER & REROUTE ON
PRIVATE SIDE TO MAKE=
--___.
q -+I 7 REMOVE EXISTING
WATER MAIN.
-j- CENTERLINE 10'Wx6'H
f
1 '
CONNECTION
..-_._;
___.
NOTE 4.
�'.0 !
!'
lt,
6
MAIN
MAIN W/FULL BODY
_ MJ SLEEVE OR PWC
APPROVED TRANSITION
COUPLING ON AC PIPE.
--'-- -'
--- --._..
5
. -AT
WATER MAIN CROSSING
11+13±
NEW 36" RCP--
__
------------)"XIS�ING
10+00
I
8" RJ GATE VALVE
__VERT 45>, BEND.
PPx BOP=1615±
r
1100
163 J
I
STORM"PPE
. _ _. _ _. __. COUPLING ON AC PIPE.
OP 164
STA.I 10+30.
)
EX 18" RCP
l
HORIZ. 45' BEND
' STA. 10+15.0
i� XISTING
/ -
-167 h___
I
STAT 10+75.
1
a _' CONNECT NEW 6" RJ DI WATER
167
OVEO:-NOTE 4.. -
VERT. 45' BEND
A" MAIN TO EX. 6" AC WATER MAIN -166 i6
IIS I� I" W/FULL BODY MJ SLEEVE OR
PWC APPROVED TRANSITION
COUPLING ON AC PIPE.
:' o z o 5LF-6" RJ DI WATER MAI
\
- -
TA. 10+96.0
CONNECT NEW
-6" RJ DI
--___.
STA. 10+2
-j- CENTERLINE 10'Wx6'H
f
--- -- ---- - TA. 12+26.0 _
WATER MAIN
TO EX. 6" AC WATER
..-_._;
___.
8"X6" RJ REDUCER
�'.0 !
!'
lt,
6
MAIN
MAIN W/FULL BODY
_ MJ SLEEVE OR PWC
APPROVED TRANSITION
COUPLING ON AC PIPE.
--'-- -'
--- --._..
STA.110+26.
. -AT
WATER MAIN CROSSING
11+13±
NEW 36" RCP--
__
------------)"XIS�ING
GROUND-- - - TO EX. 6" AC WATER -
MAIN W/FULL BODY _
RCP MJ SLEEVE OR PWC
--APPROVED TRANSITION
I
8" RJ GATE VALVE
__VERT 45>, BEND.
PPx BOP=1615±
r
1100
163 J
I
STORM"PPE
. _ _. _ _. __. COUPLING ON AC PIPE.
OP 164
STA.I 10+30.
)
EX 18" RCP
l
HORIZ. 45' BEND
ARATION -�
_..
i� XISTING
/ -
_ 1
CATER MAIN
I
STAT 10+75.
5LF-6'R _DI.
TO RE
OVEO:-NOTE 4.. -
VERT. 45' BEND
i
ISTA
10+82+
_.-
HORIZ.BEND
'BEND
10 LF
WATER
__ TA: -12' 16:8- -__STA
R
`' p
I
RJ REDUCE
- T
_STA.
VERT.
GATE VALVE .
EPARMIW A ON
10+30
.__-f
TE V LVE
+
.00
�
0,
BEGIN ST
STA. 10+gZ
CASING PIPE
a
J•
S6"�
} i
_...
SANITARY SEWER
APPX. BOP=159.9±-----
jEL
_
A. 10+82._
I
I N30
SEWER
HORIZ. Y5 BEND-- -
,
U \
I I I
HORIZ. 45' BEND _ '
VERT. 45' BEND
_ __
APPX^BOR515 E2� __
:,
- _I--
-___-_
sTA
-- -- --
BECIN STEEL CAS G PIPE
APPX-Bm 1538
- -�--' --- --
- -- .. T*.91-H1EL
ass LF=B-TsrOr- i
-WAiER�.4
!OTHERS
mcr
... .
-----
RFI
BELOW BOX CULVERT.
I
PRIOR TO
12" THICK_ CDOT NO
I
41
41
m I I
a
I
-- -T- ---_
y N
1
`
\
\
6>p
NmA
VERTICAL LOCATION OF NEARB
-
GAS UNES.
-_._._
I
i
TA. 1+18.6
ENkTEEL CASIIWG PI
*a 5o
D I Ii
\ \ \ pzn
\ \ fiJy e5
WATER PLAN
1
Il
16
16
15
151
NOTICE OF ASBESTOS -CEMENT MATERIALS:
EXISTING WATER MAIN(S) INDICATED ON THIS PLAN MAY POSSIBLY BE 141
CONSTRUCTED OF ASBESTOS -CEMENT AND RELATED MATERIALS. PROPER
REMOVAL AND DISPOSAL OF ENCOUNTERED ASBESTOS -CEMENT WATER
MAIN(S) SHALL BE PERFORMED BY THE CONTRACTOR(S) IN ACCORDANCE
WITH FEDERAL, STATE AND LOCAL REQUIREMENTS.
STA. 12+16.0
8"x6" RJ REDUCER
OLF-6" RJ DI WATER MAIN I
TA. 12+26.0 1
CONNECT NEW 6" RJ DI WATER MAIN
/ TO EX. 6" AC WATER MAIN W/FULL
BODY MJ SLEEVE OR PWC APPROVED
//- TRANSITION COUPLING ON AC PIPE.
I 4 '
L
RELOCATED \ I
1, \ I
� N I � z
TA. 12+10.5 �\
8' RJ GATE VALVE `I o
\ \\ TA. 12+06.5, °' \\
HORIZ. 45' BEND, err
\ +1
INSTALL NEW 1" TYPE K \ \
COPPER WATER SERVICE \ \
UNE TO CONNECT TO z
NEW 8" DIA. DI WATER n j+ II m� 4
MAIN. 6-
0 1 \
m. w ' \ .
,o cu
1
�\ PPX. 2179--,8" RJ DI
WATER MAIN (TOTA6� n \\ \ ,�-
ll+44.4
BEND
TA. 11+38.7
HORIZ. 45' BEND -
\VE.RT. 45' BEND �: \
- -- \\
ar n� C :u"``•
m
_ STA. 10+15.0 _
- -
TA. 10+96.0
CONNECT NEW
-6" RJ DI
--___.
- ----- -
-j- CENTERLINE 10'Wx6'H
1. _- ---- -- - -_---- -
--- -- ---- - TA. 12+26.0 _
WATER MAIN
TO EX. 6" AC WATER
..-_._;
___.
-__ __
... _._. BOX-CUtbERT -_.
APP)(, INV 158.13
�.. __-----
-�
_ CONNECT NEW
--`6" RJ DI WATER MAIN _
MAIN
MAIN W/FULL BODY
_ MJ SLEEVE OR PWC
APPROVED TRANSITION
COUPLING ON AC PIPE.
--'-- -'
--- --._..
------- '._ -..
_-_
+'
. -AT
WATER MAIN CROSSING
11+13±
NEW 36" RCP--
__
------------)"XIS�ING
GROUND-- - - TO EX. 6" AC WATER -
MAIN W/FULL BODY _
RCP MJ SLEEVE OR PWC
--APPROVED TRANSITION
-APPX. BOP=163.9±
_- --
__VERT 45>, BEND.
PPx BOP=1615±
_ __.____.�. .._..__ .STOR.PIPE..-_
M.
-� .___. - _._. _.__..__-_
STORM"PPE
. _ _. _ _. __. COUPLING ON AC PIPE.
OP 164
- ... _.__
EX. 6 AC
..-.
ySTOR1d7�IPE
EX 18" RCP
WAIER-MAIN
ARATION -�
_..
i� XISTING
/ -
_ 1
CATER MAIN
-_ EX 6 AC ._.
MIN. 122 WA R MAIN
- SE
_5 _WRIER_
5LF-6'R _DI.
TO RE
OVEO:-NOTE 4.. -
_.-
ozz
lizo-
MIN18• _.
-
10 LF
WATER
__ TA: -12' 16:8- -__STA
R
10}26, -----
4 -.__.
RJ REDUCE
- T
_STA.
__.RJ
GATE VALVE .
EPARMIW A ON
10+30
.__-f
TE V LVE
+
.00
TA.
- APPX_BOP= 628±--
-
_...
SANITARY SEWER
APPX. BOP=159.9±-----
All
_
A. 10+82._
_SANI
jj---_-
SEWER
HORIZ. Y5 BEND-- -
'4-
I
HORIZ. 45' BEND _ '
VERT. 45' BEND
_ __
APPX^BOR515 E2� __
__.y ___ _.. . _ _. t--APPX-:-BOP=154rP±.-
- _I--
-___-_
sTA
-- -- --
BECIN STEEL CAS G PIPE
APPX-Bm 1538
- -�--' --- --
- -- .. T*.91-H1EL
ass LF=B-TsrOr- i
-WAiER�.4
!OTHERS
- - ..
_ - -
... .
-----
RFI
BELOW BOX CULVERT.
I
PRIOR TO
12" THICK_ CDOT NO
' _.. _ ENDS
APPX
EL CASING PIPJ; _ -. _ - _ IRIfY_@Qlb_IljE
HQRSI
_ _
ND.._
-- -T- ---_
- 57 STONE
BEDDING OMPLETELY
_ -
- ---
OP 153.8± ;ON
VERTICAL LOCATION OF NEARB
-
GAS UNES.
-_._._
ENCASED
-fit,
31.5 LF -16" DIA.---
L
-"--- '--- ----
- ----
-FABRIC__.
STEEL CASING -PIPE-..__ .i
10+00
10+50
llann ..
WATER MAIN PROFILE
75
70
55
50
55
i0
12+75
NOTES:
1. IN ACCORDANCE NTH STATE LAW, AT LEAST 48 HOURS PRIOR TO
THE COMMENCEMENT OF DIGGING OPERATIONS, THE CONTRACTOR
SHALL CALL AND SCHEDULE FOR UTILITY LOCATES THRU INC 811.
2. AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF UTILITY
WORK FOR RELOCATION OF WATER AND SEWER MAINS AND
INSTALLATION OF LATERALS, THE CONTRACTOR SHALL CONTACT ANI
COORDINATE PATH PNC WATER RESOURCES.
3. WATER MAIN AND SERVICE LATERAL MATERIALS AND INSTALLATION
METHODS SHALL BE IN ACCORDANCE NTH FAYETTEVILLE PWC
STANDARDS AND SPECIFICATIONS.
4. REMOVAL OF PORTIONS OF THE EXISTING WATER MAIN (AS SHOWN)
SHALL OCCUR IN PROPER SEQUENCE AND ONLY AFTER REQUIRED
TESTING OF THE NEW WATER MAIN HAS BEEN ACHIEVED AND
APPROVED BY PWC.
5. WORK INDICATED ON THIS PLAN SHALL BE SEQUENCED AND
COORDINATED WITH OTHER RELATED NEARBY PROJECT WORK SUCH
AS SEWER MAIN RELOCATION, STORM DRAINAGE IMPROVEMENTS, AN[
ROADWAY REPAIR WORK.
6. NATURAL GAS, TELECOM, CABLE, FIBER OPTIC AND POWER UTILITIES
SHOWN ON THIS PLAN WILL UKELY BE RELOCATED PRIOR TO
CONSTRUCTION. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATIONS OF THESE UTILITIES AND COORDINATE WITH
APPROPRIATE UTILITY COMPANIES FOR UPDATED UTILITY LOCATIONS
AS REQUIRED.
PWC SPECIFICATIONS CHECKLIST:
02111 SITE CLEARING FOR PWC UTILITIES
02211 GRAVING FOR PWC UTIU11ES
02222 EXCAVATION AND BACKFILLING FOR UTILITIES SYSTEMS
02272 EROSION CONTROL
02273 TEMPORARY SILT FENCE
02274 GRAVEL CONST. ENTRANCE
02301 BORING AND JACKING
02505 ADJUSTMENTS OF EXISTING STRUCTURES
02573 PERMANENT PAVEMENT PATCH
02660 WATER DISTRIBUTION
02730 SANITARY SEWER SYSTEM
02933 LAWNS AND GRASSES (SEEDING)
09801 ANTI -MICROBIAL ADMIXTURE
09802 SPECIAL COATINGS - CERAMIC EPDXY
UTILITY CONSTRUCTION NOTES:
1. ALL WATER MAINS, LATERALS AND APPURTENANCES SHALL BE INSTALLED AND TESTED IN
ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS.
2. ALL SEWER MAINS, LATERALS, AND APPURTENANCES SHALL BE INSTALLED AND TESTED IN
ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH FAYETFEVU. E PWC STANDARDS.
4. CONTRACTOR SHALL FIELD VE RI FY THE LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
S. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR ALL WATER
OUTAGES.
6. CONSTRUCTION STAKING 15 REQUIRED FOR ALL PWC WATER AND SEWER UTILITY
INSTALLATIONS, CUT SHEETS, SIGNED AND SEALED BY A NC PLS, SHALL BE PROVIDED TO
THE PWC WATER RESOURCES ENGINEERING DEPARTMENT AND TME CONTRACTOR IN
ADVANCE OF CONSTRUCTION FOR PWC WATER AND SEWER UTILITIES.
7, CONTRACTOR SHALL MAINTAIN A COPY OF THE SIGNED AND SEALED CUT SHEET ON THE
JOB SITE. CONSTRUCTION ON PWC WATER AND SEWER UTILITIES CANNOT BEGIN UNTIL
THE CONTACTOR POSSESSES, ON SITE, A SIGNED AND SEALED CUT SHEET FROM THE
PROFESSIONAL LAND SURVEYOR.
B. ALL NEW WATER AND SEWER MAINS,LATERALS, AND APPURTENANCES SHALL BE TESTED
AND/OR DISINFECTED IN ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS PRIOR TO
PLACING INTO SERVICE,
9. CONTRACTOR SHALL COORDINATE TESTING AND INSPECTION WITH THE FAYETTEVILLE PWC
PROJECT COORDINATOR.
10. ALL DUCTILE IRON PIPE AND FITTINGS IN SANITARY SEWER SERVICES SHALL HAVE AN
INTERIOR LINING OF PROTECTO 401 OR APPROVED EQUAL.
11. ALL NEW MANHOLES ARE TO BE VACUUM -TESTED IN ACCORDANCE WITH FAYETTEVILLE
PWC STANDARDS,
12. CONTRACTOR SHALL ABANDON ('KILL -OUT") ANY EXISTING WATER SERVICES THAT WILL
NOT BE UTILIZED BY CUTTING THE SERVICE AT THE MAIN, PLUGGING THE CORPORATION,
ANDTURNING OFF THE CORPORATION. AT THE METER BOX, THE ABANDONED SERVICE IS
TO BE CUT OR CRIMPED, AND BURIED A MINIMUM OF 3 FEET BELOW GRADE.
13. CONTRACTOR SHALLABANDON("KILL-OUT") ANY EXISTING SEWER SERVICES THAT WILL
NOT BE UTILIZED BY UNCOVERING THE EXISTING LATERAL AT THE MAIN, CUT AND PLUG AT
BOTH ENDS, REMOVE THE EXISTING CLEANOUT AND COMBINATION, AND PLUG THE TAP
OR TEE AT THE MAIN. FOR LATERALS THAT CONNECT TO A MANHOLE AND ARE TO BE
ABANDONED ("KILLED -OUT'), THE LATERAL SHALL BE REMOVED FROM THE MANHOLE AND
THE REMAINING VOID IN THE MANHOLE SHALL BE FILLED WITH BLOCK AND MORTAR.
14. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISHED
GRADE IN ACCORDANCE WITH PWC REQUIREMENTS.
15. ALL NEW 1" WATER SERVICE LATERALS SHALL BE 1' COPPER IN ACCORDANCE WITH PWC
DETAIL W.24.
16. WATER METERS SHALL BE LOCATED 18" INSIDE THE RIGHT-OF-WAY (UNLESS OTHERWISE
DIRECTED BY PWC) & SHALL CONNECT TO THE EXISTING PLUMBING.
17. ALL NEW SEWER LATERALS SHALL BE DUCTILE IRON PIPE.
18. ALL NEW MANHOLES SHALL BE MANUFACTURED WITH ANTI -MICROBIAL ADMIXTURE.
1�
VICINITY MAP
(IN FEET 1

N/F \ �
LOT 107
PB38 PAGE23
RELOCATED
SAN. SEWER SERVICE
-
FROM CO TO NEW SSMH. -'
39LF 4" DI SAN. SEWER SERVICE �1
DRAINAGE & MIN. 3- COVER W/MIN. SLOPE -2%
N/F _
UTILITY EASEMENT LOT 100
PER PB45 P014 PB45 PAGE -14
\ EXISTING SSMH
TOP: 167.94'
o i
INV.:'
INV. OUT:UT: 159.84'
' JrCO��_ 1)y, u _.-_
t'/, .\m ^ PWC CLEANOUT
TOP -167.5
L -L INV.=162.5
I x11.
99t -
N\
-.._�sr�
,,+✓ 1 I EXISTING B" SANITARY
y I SEWER 01.378 .P TycCh,.nL 's L:
N/F / / ( I VERIFY MATERIAL -
LOT 479i rt
EXISTING SSMH
P832 ,4GE44, / I I I I TOP: 167.65 11
1 INV.: 157.85' (N) -j
I INV.: 157.75' (S)
I INV.: 156.05' (W)
_ I INV. OUT: 155.85'fe
/ I I J BENCH: 156.6' T
DO 5
Rn _
r�
I
-
0<[.
ADDITIONAL SEWER PLAN NOTES:
1. UNLESS OTHERWISE INDICATED, LENGTHS OF PIPE
SHOWN ARE BASED UPON HORIZONTAL MEASURE.
UIINYNII: -Lt
® VICINITY MAP
(IN FEET)
<EXISTING
NOTES:
-!L 1 .i 171 / .4" MAGNO. p1. IN ACCORDANCE N1TH STATE LAW, AT LEAST 46 HOURS PRIOR TO
R THE COMMENCEMENT OF DIGGING OPERATIONS, THE CONTRACTOR
�SSMH
172 "I �I --� i / 6- " .' TOP: 165.29' 2. ATALL CALL EAST 48AND HOURSHEDULE FOR UTILITY PRIOR TO THE COMMENCEMENTES THRU NC 811.
OF UTILITY
EXISTING 8" SANITARY -`° INV.: 155.72' (W) WORK FOR RELOCATION OF WATER AND SEWER MAINS AND
1 J SEWER 07,46% N7� CSN T.R L'PQ}N Tlt1 1>- INV,: 155.90' (S) INSTALLATION OF LATERALS, THE CONTRACTOR SHALL CONTACT AND
-171' ;, =, ''VERIFY MATERIAL ,f2E6'� .5 �+ tt 1 COORDINATE WITH PWC WATER RESOURCES.
�CR' /11 3. SEWER MAIN AND SERVICE LATERAL MATERIALS AND INSTALLATION
5ci5 ��1.95' / } METHODS SHALL BE IN ACCORDANCE WITH FAYETTEVILLE PWC
1 �11�
4. REMOVAL OF PORTIONSTANDARDS AND S THE EXISTING SANITARY SEWER MAIN AS
/ }SHOWN) SHALL OCCUR IN PROPER SEQUENCE AND ONLY AFTER
r'EL=16'.55 } EXISTING 12" CONCRETERELOCATED REQUIRED TESTING OF THE RELOCATED SEWER MANHOLES AND
EECTRIC/TEECOM / W/FOLD & FORM LINER PIPING HAS BEEN ACHIEVED AND APPROVED BY PWC. CONTRACTOR
SHALL FILL AND SEAL FORMER SANITARY SEWER PIPE CONNECTIONS
--163-ter CONDUIT / I SANITARY SEWER 00.09% TO MAN
WCCD�D HOEE
S WITH APPROVED CEMTITIOUS MATERIALS.
5. WORK INDICATED ON THIS PLAN SHALL BE SEQUENCED AND
COORDI
AR[A. NATED WITH OTHER RELATED NEARBY PROJECT WORK SUCH
NEW 4' DIA. SSMH r i Z AS WATER MAIN RELOCATION, STORM DRAINAGE IMPROVEMENTS, AND
/l/ ROADWAY REPAIR WORK.
> 68 --(DOGHOUSE) / 6. NATURAL GAS, TELECOM, CABLE, FIBER OPTIC AND POWER UTILITIES
STA. 10+00 00 n
�i .. FI /" .
TOP, 167.60' ,,// � ` SHOWN ON THIS PLAN WILL LIKELY BE RELOCATED PRIOR TO
7F8 I EX. INV. IN: 161.00' (N) -NL✓ IF(t /1--:1(J¢ 8 (Y I NEW 4' DIA. SSMH (DOGHOUSE) CONSTRUCTION. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
_ NEW INV. IN: 161.50' SW ' W/CAM LOCK RING & COVER VERTICAL LOCATIONS OF THESE UTILITIES AND COORDINATE WITH
( );' :!JV C. J �?� -. f' I STA. 11+65 APPROPRIATE UTILITY COMPANIES FOR UPDATED UTILITY LOCATIONS
R INV. OUT: 159.00' (E) `� I TOP: 162.38' AS REQUIRED.
INV. IN: 157.00' (W)
10+001 7/ INV IN: 155.73' (N) PWC SPECIFICATIONS CHECKLIST
16�
6
1• W _
SEWER PLAN
,!01 ,165 LF -8" DIP SAN. SEWER 01.21% 1
I �
".REMOVE EXISTING
SANITARY SEWER
MAIN NOTE 4.
NIV I JlNv-1b1 ,99
OUT: 155.71 (S) 02111 SITE CLEARING FOR PWC UTILITIES
11+79 02211 GRADING FOR PWC UTILITIES
._• 02222 EXCAVATION AND BACKFILLING FOR U11UTIES SYSTEMS
02272 EROSION CONTROL
y 02273 TEMPORARY SILT FENCE
(" 02274 GRAVEL CONST. ENTRANCE
02301 BORING AND JACKING
02505 ADJUSTMENTS OF EXISTING STRUCTURES
t,- 02573 PERMANENT PAVEMENT PATCH
02660 WATER DISTRIBUTION
'I 02730 SANITARY SEWER SYSTEM
02933 LAWNS AND GRASSES (SEEDING)
09801 ANTI -MICROBIAL ADMIXTURE
�'3eon 09802 SPECIAL COATINGS - CERAMIC EPDXY
.y y1fA
I
N/F
:K
LOT 101
-' C.51; _ --
:'845 PAGE14
EXISTING SSMH
TOP: 169.69'
INV.: 163.69' (N)'
<R A
INV.: 163.19' (S)
BENCH: 164.1%,9.
RELOCATED
GAS LINE o
BY OTHERS
EXISTING SSMH TOP: 163.74'
2i2�
RELOCATED
SAN. SEWER SERVICE
-
FROM CO TO NEW SSMH. -'
39LF 4" DI SAN. SEWER SERVICE �1
DRAINAGE & MIN. 3- COVER W/MIN. SLOPE -2%
N/F _
UTILITY EASEMENT LOT 100
PER PB45 P014 PB45 PAGE -14
\ EXISTING SSMH
TOP: 167.94'
o i
INV.:'
INV. OUT:UT: 159.84'
' JrCO��_ 1)y, u _.-_
t'/, .\m ^ PWC CLEANOUT
TOP -167.5
L -L INV.=162.5
I x11.
99t -
N\
-.._�sr�
,,+✓ 1 I EXISTING B" SANITARY
y I SEWER 01.378 .P TycCh,.nL 's L:
N/F / / ( I VERIFY MATERIAL -
LOT 479i rt
EXISTING SSMH
P832 ,4GE44, / I I I I TOP: 167.65 11
1 INV.: 157.85' (N) -j
I INV.: 157.75' (S)
I INV.: 156.05' (W)
_ I INV. OUT: 155.85'fe
/ I I J BENCH: 156.6' T
DO 5
Rn _
r�
I
-
0<[.
ADDITIONAL SEWER PLAN NOTES:
1. UNLESS OTHERWISE INDICATED, LENGTHS OF PIPE
SHOWN ARE BASED UPON HORIZONTAL MEASURE.
UIINYNII: -Lt
® VICINITY MAP
(IN FEET)
<EXISTING
NOTES:
-!L 1 .i 171 / .4" MAGNO. p1. IN ACCORDANCE N1TH STATE LAW, AT LEAST 46 HOURS PRIOR TO
R THE COMMENCEMENT OF DIGGING OPERATIONS, THE CONTRACTOR
�SSMH
172 "I �I --� i / 6- " .' TOP: 165.29' 2. ATALL CALL EAST 48AND HOURSHEDULE FOR UTILITY PRIOR TO THE COMMENCEMENTES THRU NC 811.
OF UTILITY
EXISTING 8" SANITARY -`° INV.: 155.72' (W) WORK FOR RELOCATION OF WATER AND SEWER MAINS AND
1 J SEWER 07,46% N7� CSN T.R L'PQ}N Tlt1 1>- INV,: 155.90' (S) INSTALLATION OF LATERALS, THE CONTRACTOR SHALL CONTACT AND
-171' ;, =, ''VERIFY MATERIAL ,f2E6'� .5 �+ tt 1 COORDINATE WITH PWC WATER RESOURCES.
�CR' /11 3. SEWER MAIN AND SERVICE LATERAL MATERIALS AND INSTALLATION
5ci5 ��1.95' / } METHODS SHALL BE IN ACCORDANCE WITH FAYETTEVILLE PWC
1 �11�
4. REMOVAL OF PORTIONSTANDARDS AND S THE EXISTING SANITARY SEWER MAIN AS
/ }SHOWN) SHALL OCCUR IN PROPER SEQUENCE AND ONLY AFTER
r'EL=16'.55 } EXISTING 12" CONCRETERELOCATED REQUIRED TESTING OF THE RELOCATED SEWER MANHOLES AND
EECTRIC/TEECOM / W/FOLD & FORM LINER PIPING HAS BEEN ACHIEVED AND APPROVED BY PWC. CONTRACTOR
SHALL FILL AND SEAL FORMER SANITARY SEWER PIPE CONNECTIONS
--163-ter CONDUIT / I SANITARY SEWER 00.09% TO MAN
WCCD�D HOEE
S WITH APPROVED CEMTITIOUS MATERIALS.
5. WORK INDICATED ON THIS PLAN SHALL BE SEQUENCED AND
COORDI
AR[A. NATED WITH OTHER RELATED NEARBY PROJECT WORK SUCH
NEW 4' DIA. SSMH r i Z AS WATER MAIN RELOCATION, STORM DRAINAGE IMPROVEMENTS, AND
/l/ ROADWAY REPAIR WORK.
> 68 --(DOGHOUSE) / 6. NATURAL GAS, TELECOM, CABLE, FIBER OPTIC AND POWER UTILITIES
STA. 10+00 00 n
�i .. FI /" .
TOP, 167.60' ,,// � ` SHOWN ON THIS PLAN WILL LIKELY BE RELOCATED PRIOR TO
7F8 I EX. INV. IN: 161.00' (N) -NL✓ IF(t /1--:1(J¢ 8 (Y I NEW 4' DIA. SSMH (DOGHOUSE) CONSTRUCTION. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
_ NEW INV. IN: 161.50' SW ' W/CAM LOCK RING & COVER VERTICAL LOCATIONS OF THESE UTILITIES AND COORDINATE WITH
( );' :!JV C. J �?� -. f' I STA. 11+65 APPROPRIATE UTILITY COMPANIES FOR UPDATED UTILITY LOCATIONS
R INV. OUT: 159.00' (E) `� I TOP: 162.38' AS REQUIRED.
INV. IN: 157.00' (W)
10+001 7/ INV IN: 155.73' (N) PWC SPECIFICATIONS CHECKLIST
16�
6
1• W _
SEWER PLAN
,!01 ,165 LF -8" DIP SAN. SEWER 01.21% 1
I �
".REMOVE EXISTING
SANITARY SEWER
MAIN NOTE 4.
NIV I JlNv-1b1 ,99
OUT: 155.71 (S) 02111 SITE CLEARING FOR PWC UTILITIES
11+79 02211 GRADING FOR PWC UTILITIES
._• 02222 EXCAVATION AND BACKFILLING FOR U11UTIES SYSTEMS
02272 EROSION CONTROL
y 02273 TEMPORARY SILT FENCE
(" 02274 GRAVEL CONST. ENTRANCE
02301 BORING AND JACKING
02505 ADJUSTMENTS OF EXISTING STRUCTURES
t,- 02573 PERMANENT PAVEMENT PATCH
02660 WATER DISTRIBUTION
'I 02730 SANITARY SEWER SYSTEM
02933 LAWNS AND GRASSES (SEEDING)
09801 ANTI -MICROBIAL ADMIXTURE
�'3eon 09802 SPECIAL COATINGS - CERAMIC EPDXY
.y y1fA
I
UTILITY CONSTRUCTION NOTES:
1. ALL WATER MAINS, LATERALS AND APPURTENANCES SHALL BE INSTALLED AND TESTED IN
ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS.
2. ALL SEWER MAINS,LATERALS, AND APPURTENANCES SMALL BE INSTALLED AND TESTED IN
ACCORDANCE WITH FAYETTEVI LLE PWC STANDARDS.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS.
4. CONTRACTOR SHALL FIELD VERUY THE LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
S. CONTRACTOR SHALL PROVIDE A MINI MUM OF 48 HOURS NOTICE FOR ALL WATER
OUTAGES.
6. CONSTRUCTION STAKING IS REQUIRED FOR ALL PWC WATER AND SEWER UTILITY
INSTALLATIONS. CUT SHEETS, SIGNED AND SEALED BY A NC PLS, SHALL BE PROVIDED TO
THE PWC WATER RESOURCES ENGINEERING DEPARTMENT AND THE CONTRACTOR IN
ADVANCE OF CONSTRUCTION FOR PWC WATER AND SEWER UTILITIES.
7. CONTRACTOR SHALL MAINTAIN A COPY OF THE SIGNED AND SEALED CUT SHEET ON THE
JOBSITE. CONSTRUCTION ON PWC WATER AND SEWER UTILITIES CANNOT BEGIN UNTIL
THE CONTACTOR POSSESSES, ON SITE, A SIGNED AND SEALED CUT SHEET FROM THE
PROFESSIONAL LAND SURVEYOR.
8. ALL NEW WATER AND SEWER MAINS,LATERALS, AN D APPURTENANCES SHALL BE TESTED
AND/OR DISINFECTED IN ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS PRIOR TO
PLAO NG INTO SERVICE,
9. CONTRACTOR SHALL COORDINATE TESTING AND INSPECTION WITH THE FAYETTEVILLE PWC
PROJECT COORDINATOR.
30. ALL DUCTILE IRON PIPE AND FITTINGS IN SANITARY SEWER SERVICES SHALL HAVE AN
INTERIOR LINING OF PROTEC70 401 OR APPROVED EQUAL,
11. ALL NEW MANHOLES ARE TO BE VACUUM -TESTED IN ACCORDANCE WITH FAYETTEVILLE
PWC STANDARDS.
12. CONTRACTOR SHALL ABANDON I'MUL.OUT") ANY EXISTING WATER SERVICES THAT WILL
NOT BE UTILIZED BY CUTTING THE SERVICE AT THE MAIN, PLUGGING THE CORPORATION,
AND TURNING OFF THE CORPORATION. AT THE METER BOX THE ABANDONED SERVICE IS
TO BE CUT OR CRIMPED, AND BURIED A MINIMUM OF 3 FEET BELOW GRADE.
13. CONTRACTOR SHALL ABANDON ('KILL -OUT) ANY EXISTING SEWER SERVICES THAT WILL
NOT BE UTILIZED BY UNCOVERING THE EXISTING LATERAL AT THE MAIN, CUT AND PLUG AT
BOTH ENDS, REMOVE THE EXISTING CLEANOUT AND COMBINATION, AND PLUG THE TAP
OR TEE AT THE MAIN. FOR LATERALS THAT CONNECT TO A MANHOLE AND ARE TO BE
ABANDONED ("KILLED -OUT"), THE LATERAL SHALL BE REMOVED FROM THE MANHOLE AND
THE REMAINING VOID IN THE MANHOLE SHALL BE FILLED WITH BLOCK AND MORTAR.
14. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL RE ADJUSTED TO FINISHED
GRADE IN ACCORDANCE WITH PWC REQUIREMENTS.
1S. ALL NEW I" WATER SERVICE LATERALS SHALL BE I' COPPER IN ACCORDANCE WITH PWC
DETAIL W.24.
16. WATER METERS SHALL BE LOCATED IS- INSIDE THE RIGHTOFWAY(UNLESS OTHERWISE
DIRECTED By PWC) & SHALL CONNECT TO THE EXISTING PLUMBING.
17. ALL NEW SEWER LATERALS SHALL BE DUCTILE IRON PIPE.
18. ALL NEW MANHOLES SHALL BE MANUFACTURED WITH ANTIMICROBIAL ADMIXTURE.
11�EXISMNG 12" CONCRETE
-' C.51; _ --
W/FOLD & FORM LINER
`;' SANITARY SEWER 00.09%
162-__
.. ,
<R A
p$r
n
s� 1 ro L 1 (•O,
o0
\S
EXISTING SSMH TOP: 163.74'
2i2�
` ,
REMOVE EXISTING, `-`_
INV. IN: 155.64' (N)
INV. IN: 155.04' (W)
`�`` INV.
¢'
°p�+
SANITARY SEWER ,e• s 'T ,�
OUT: 154.94'
BENCH: 155.4'
o -
Pn--
lJ
MAIN, NOTE 4. '� ®,\��
1.-I``x
r'
GRAPHIC SCALE
EXISTING 8" SANITARY �
o m m
SEWER 00.43%
` a., SPF
_VERIFY MATERIAL
F
-' '-
----- - - _
11 ­IN
.E
'7n' nRAINIArF
`�---a,
UTILITY CONSTRUCTION NOTES:
1. ALL WATER MAINS, LATERALS AND APPURTENANCES SHALL BE INSTALLED AND TESTED IN
ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS.
2. ALL SEWER MAINS,LATERALS, AND APPURTENANCES SMALL BE INSTALLED AND TESTED IN
ACCORDANCE WITH FAYETTEVI LLE PWC STANDARDS.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS.
4. CONTRACTOR SHALL FIELD VERUY THE LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
S. CONTRACTOR SHALL PROVIDE A MINI MUM OF 48 HOURS NOTICE FOR ALL WATER
OUTAGES.
6. CONSTRUCTION STAKING IS REQUIRED FOR ALL PWC WATER AND SEWER UTILITY
INSTALLATIONS. CUT SHEETS, SIGNED AND SEALED BY A NC PLS, SHALL BE PROVIDED TO
THE PWC WATER RESOURCES ENGINEERING DEPARTMENT AND THE CONTRACTOR IN
ADVANCE OF CONSTRUCTION FOR PWC WATER AND SEWER UTILITIES.
7. CONTRACTOR SHALL MAINTAIN A COPY OF THE SIGNED AND SEALED CUT SHEET ON THE
JOBSITE. CONSTRUCTION ON PWC WATER AND SEWER UTILITIES CANNOT BEGIN UNTIL
THE CONTACTOR POSSESSES, ON SITE, A SIGNED AND SEALED CUT SHEET FROM THE
PROFESSIONAL LAND SURVEYOR.
8. ALL NEW WATER AND SEWER MAINS,LATERALS, AN D APPURTENANCES SHALL BE TESTED
AND/OR DISINFECTED IN ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS PRIOR TO
PLAO NG INTO SERVICE,
9. CONTRACTOR SHALL COORDINATE TESTING AND INSPECTION WITH THE FAYETTEVILLE PWC
PROJECT COORDINATOR.
30. ALL DUCTILE IRON PIPE AND FITTINGS IN SANITARY SEWER SERVICES SHALL HAVE AN
INTERIOR LINING OF PROTEC70 401 OR APPROVED EQUAL,
11. ALL NEW MANHOLES ARE TO BE VACUUM -TESTED IN ACCORDANCE WITH FAYETTEVILLE
PWC STANDARDS.
12. CONTRACTOR SHALL ABANDON I'MUL.OUT") ANY EXISTING WATER SERVICES THAT WILL
NOT BE UTILIZED BY CUTTING THE SERVICE AT THE MAIN, PLUGGING THE CORPORATION,
AND TURNING OFF THE CORPORATION. AT THE METER BOX THE ABANDONED SERVICE IS
TO BE CUT OR CRIMPED, AND BURIED A MINIMUM OF 3 FEET BELOW GRADE.
13. CONTRACTOR SHALL ABANDON ('KILL -OUT) ANY EXISTING SEWER SERVICES THAT WILL
NOT BE UTILIZED BY UNCOVERING THE EXISTING LATERAL AT THE MAIN, CUT AND PLUG AT
BOTH ENDS, REMOVE THE EXISTING CLEANOUT AND COMBINATION, AND PLUG THE TAP
OR TEE AT THE MAIN. FOR LATERALS THAT CONNECT TO A MANHOLE AND ARE TO BE
ABANDONED ("KILLED -OUT"), THE LATERAL SHALL BE REMOVED FROM THE MANHOLE AND
THE REMAINING VOID IN THE MANHOLE SHALL BE FILLED WITH BLOCK AND MORTAR.
14. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL RE ADJUSTED TO FINISHED
GRADE IN ACCORDANCE WITH PWC REQUIREMENTS.
1S. ALL NEW I" WATER SERVICE LATERALS SHALL BE I' COPPER IN ACCORDANCE WITH PWC
DETAIL W.24.
16. WATER METERS SHALL BE LOCATED IS- INSIDE THE RIGHTOFWAY(UNLESS OTHERWISE
DIRECTED By PWC) & SHALL CONNECT TO THE EXISTING PLUMBING.
17. ALL NEW SEWER LATERALS SHALL BE DUCTILE IRON PIPE.
18. ALL NEW MANHOLES SHALL BE MANUFACTURED WITH ANTIMICROBIAL ADMIXTURE.

GENERAL NO
1. UNIFORMLY CFAOE A SHALLOW
WLERES$ION ARPAO.ADHNG THE
2. ""-OOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING ME
INLET. SPACE POST 5 EVENLY AROUND
ME PERIMETER OF ME NET. A
MAZIMUM OF A FEET APART.
D. SUR WIND ME POSTS WM WIRE
MESH HARDWARE CLOTH. SEWRE
THE MAE MESH TO ME STEEL
POSTS AT ME TOP, MtODIE. AND
BOTTOM. PLACING A 2-F007' MP ryL00i �5 OR
OF ME WIRE MESH UNDER ME WASHEO S
GRAVEL FOR ANCHORING IS
REOCMME.nE
4. RACE CLEAN GRAVEL (NC GOT 05
OR 157 STONE) ON A 2:1 SLOPE
WMA HOGHT OF 18 INCHES
AROUND ME WRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE ■
AREA HAS BEEN STABIUZED, REMOVE NCOOT /5 OR 057
ACWMULATED SEDIMENT, AND WASHED ST
ESTAII SN FINAL GRADING
ELEVATIONS.
B. COMPACT ME AREA PROPERLY AND
STABILIZED IT WM GROUNDCOVER.
L
-GAUGE
MESAL OPENINGS)
CA
SEEDING
1io ms%aye se.i�ecclaapade:o
MI%TURF BO Iba/acre of toll fHue (unacadfied aker August ELS)
10 lbs/acre Kobe laapede:a
FALL: Avquel 25 -October FALL: Augual 25 -October 15
Late winter: February 15 -April 15 Late winter: Febmary i5 - April 15
SEEDING To <Ntend apdnp asedinq inl0 Jules, ado To extend Spring aeedinq into Jvne, odtl
DATES 15 lbs/acre hulled B<rmuJagross 15 Iba/Doti bulled Bermudagroaa
Overaeatlinq of Kobe IeePotlezo over fall-»etletl Overesedinq o/ Kobe IsaDedezo over fall-seads0
loll fescue ;,of,
s very effective. tali fescue is wry eftectiro.
SEEDING Apply lime and fertilizer per Boil [eats, or {000 Apply lime and fertilizer per oil lsete. or 4000
AMENDMENTS Iba/acre limealons and 1000 Iba/acre 10-10-10 lbs/acre limestone and 10110 Iba/acre 10-10-10
fertilizer. fertilixm.
oh
tv� O
Fr
I]
r�r �
y C'�
L
N
Q
Q�f4 s
A E
6�9A
M Ctp P-4
n
APPROVED SEDIMENT FILTERING OF CE
(SEDIMENT FILTER BAG). PROVIDE
POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP
FILTER BAG TO STREAM. DISCHARGE HOSES
P
DISCHARGE ONTO DEWATERING PUMP INTAKE HOSE
STABLE RIPRAP P
PAD TO PREVENT -
SCOUR HHXi
INTAKE-
� F=. U EIMENT HOSE CLEAN WATER SUMP -HOLE FOR POOL
DIKE (12' TO 18' DEW, 2 -FT DIAMETER)
-WORK AREA LENGTH NOT TO EXCEED THAT I
TK
CAN BE CDAPLElEO IN ONE DAY
TEMPORARY PUMP AROUNDTEMPORARY PUMP AROUND SE�ENC
1. SET UP PUMP WTH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP -STREAM SANDBAG DAM.
J. INSTALL DOWN -STREAM SANDBAG DAM.
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. STREAMBANKS MUST BE STABILIZED AT THE END a EACH DAV.
NOTE&
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIPRAP OR SANDBAGS
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
OOYMSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
TEMPORARY PUMP AROUND
_ B au EYTRA s�ixeB aC�c/
we rzxue NSi sntNGM wnaui'FaM �
epWx nTa rraec A 6 g N'*�¢
Is
9 `rew.:* TroRou
f. Nl—el NOMR W 1 sRE Acryc. Irv4uu NAL ILI
A wxww womY
6 6 u ABNG Q< J2' W MOM AND SHALL luvf A u _
Ta HANxes IOR�FAegK RE us[a 1M[Ta SILT mnCE s ill REEMW iM A PER,roD Or M7Rf vRaoNrAp RuxFNi. AN, HEFMNS N OO s BF MNERw�umlAs "DAL
z. munosr GR EeEaauE FH FFEcbT
S S RIFTS SHALL BE 5'b' IN HEIGHT AND Ar OF ME sE1F-FASTENBR ANGLE STEEL MALL BE FEPU mm yROUE ME HARMER snLL IS NECM[SYAr� THE rABBIC
-RE E.ING SHALL BE Ar LFASH Fl. VSE wM A wHw,w OF a UNE WRES WITH 1z "'AD BE RE— -EN I— AFACH xALr T� HEoa
N "DNC' DME
DREssfD TO DDxFORM TIn RluAkING o Mi mmnc cRADEs"T
5. TURN SILT FENCE w SLORE AT ENDS. vREVAREn AND saOFD.
B. WRE MESH SHALL BE MIN. 11 -1 WTH uAYIMUM 12' IYa w..
IS REWIRED TO BE SHOW ON tors AT ME To, OF SLOPES I
ANE -ED iEL __ (z:l _)
6 GRANDE SA£flY — K REWIRED AT BMx D, SMT FExr< wHEry GRATING IS ADJA[EAT
"A"S os wE s bE 01. N
MEAus
aPwHGE AS. REBERVTD FOR PKwTM OF WEIxNR u["NLSF+SiINE
wMalBc . FFw DwID rot.
DRAwACE AREA cw x0i & GRGT[P T1Wx T/A ACRE vER 100 Fr O rENCE al :IALW IT 1 M
Si') SI. 3U01
v[ 1LNOTNS DW x07 EW{ED cRnEn 0 snvnx IN TFbLE 6.09A xORiH flatWpyaA (910) as41B5B
o AND SEOAErvi cDNWOL vvAWrvc AND xSKr. MAHa.EL.
TUNAS OF --TED Et11 O'S NOT ws"Al SED'an CEOn�E Acrto55 SSR 1 -T NES, AAADMAYS OR TITHER
EC—ar7 LATE 4/3/08 ?!r By CSE
CID FILE : TEMPSILTFNCE SCALE N.T.S CK'D BY
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON FALL/WINTER SEACnNI
SEEDING
MIXTURE
GENTLE SLOPES
STEEP SLOPES
May 1 - August 15
October 25 - December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 - February 15,
DATES
add 50 lbs/acre of annual Kobe lespedezo.
Apply 4000 lbs/ocre straw or equivalent
Appy 4000 lbs/acre Straw or equivalent
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizer per soil tests, or 2000
Appy lime cnd fertilizer per soil tests, or 2000
AMENDMENTS
lbs/acre limestone and 750 lbs/acre 10-10-10
lbs/acre limestone and 750 Ibs/acre 10-10-10
fertilizer.
fertilizer.
PROVIDE STABILIZED OUTLET TO STREAM BANK.
s W
WOOD PALLETS MAY BE USED IN LIEU OF STONE
N
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
NOT TO SCALE
1630.06
NOTE 1
Ground Cover-- prolective cora must be established o all disturbed
ractivity nhas
O within 21 calendar days after
land disturbing is complsted or lemparadly .sed.
NOTE 2
Graded sopes and
fiI--prolective covin must be eSlabllabed on all graded elope, and fills within 21 calendar Jaya af-
a Phase of grading is campleled or h,o temporarily
ceased.
an ExGFEINIG BAUD:
Fit"A xtwTauSnBE RT
IL HELY 11. 7Abl
(910) 141656
SEEDING SCHEDULE
EC
- -
CJD FILE : STFDSCIIX -7 �E x.S.
CA
SEEDING
1io ms%aye se.i�ecclaapade:o
MI%TURF BO Iba/acre of toll fHue (unacadfied aker August ELS)
10 lbs/acre Kobe laapede:a
FALL: Avquel 25 -October FALL: Augual 25 -October 15
Late winter: February 15 -April 15 Late winter: Febmary i5 - April 15
SEEDING To <Ntend apdnp asedinq inl0 Jules, ado To extend Spring aeedinq into Jvne, odtl
DATES 15 lbs/acre hulled B<rmuJagross 15 Iba/Doti bulled Bermudagroaa
Overaeatlinq of Kobe IeePotlezo over fall-»etletl Overesedinq o/ Kobe IsaDedezo over fall-seads0
loll fescue ;,of,
s very effective. tali fescue is wry eftectiro.
SEEDING Apply lime and fertilizer per Boil [eats, or {000 Apply lime and fertilizer per oil lsete. or 4000
AMENDMENTS Iba/acre limealons and 1000 Iba/acre 10-10-10 lbs/acre limestone and 10110 Iba/acre 10-10-10
fertilizer. fertilixm.
oh
tv� O
Fr
I]
r�r �
y C'�
L
N
Q
Q�f4 s
A E
6�9A
M Ctp P-4
n
APPROVED SEDIMENT FILTERING OF CE
(SEDIMENT FILTER BAG). PROVIDE
POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP
FILTER BAG TO STREAM. DISCHARGE HOSES
P
DISCHARGE ONTO DEWATERING PUMP INTAKE HOSE
STABLE RIPRAP P
PAD TO PREVENT -
SCOUR HHXi
INTAKE-
� F=. U EIMENT HOSE CLEAN WATER SUMP -HOLE FOR POOL
DIKE (12' TO 18' DEW, 2 -FT DIAMETER)
-WORK AREA LENGTH NOT TO EXCEED THAT I
TK
CAN BE CDAPLElEO IN ONE DAY
TEMPORARY PUMP AROUNDTEMPORARY PUMP AROUND SE�ENC
1. SET UP PUMP WTH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP -STREAM SANDBAG DAM.
J. INSTALL DOWN -STREAM SANDBAG DAM.
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. STREAMBANKS MUST BE STABILIZED AT THE END a EACH DAV.
NOTE&
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIPRAP OR SANDBAGS
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
OOYMSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
TEMPORARY PUMP AROUND
_ B au EYTRA s�ixeB aC�c/
we rzxue NSi sntNGM wnaui'FaM �
epWx nTa rraec A 6 g N'*�¢
Is
9 `rew.:* TroRou
f. Nl—el NOMR W 1 sRE Acryc. Irv4uu NAL ILI
A wxww womY
6 6 u ABNG Q< J2' W MOM AND SHALL luvf A u _
Ta HANxes IOR�FAegK RE us[a 1M[Ta SILT mnCE s ill REEMW iM A PER,roD Or M7Rf vRaoNrAp RuxFNi. AN, HEFMNS N OO s BF MNERw�umlAs "DAL
z. munosr GR EeEaauE FH FFEcbT
S S RIFTS SHALL BE 5'b' IN HEIGHT AND Ar OF ME sE1F-FASTENBR ANGLE STEEL MALL BE FEPU mm yROUE ME HARMER snLL IS NECM[SYAr� THE rABBIC
-RE E.ING SHALL BE Ar LFASH Fl. VSE wM A wHw,w OF a UNE WRES WITH 1z "'AD BE RE— -EN I— AFACH xALr T� HEoa
N "DNC' DME
DREssfD TO DDxFORM TIn RluAkING o Mi mmnc cRADEs"T
5. TURN SILT FENCE w SLORE AT ENDS. vREVAREn AND saOFD.
B. WRE MESH SHALL BE MIN. 11 -1 WTH uAYIMUM 12' IYa w..
IS REWIRED TO BE SHOW ON tors AT ME To, OF SLOPES I
ANE -ED iEL __ (z:l _)
6 GRANDE SA£flY — K REWIRED AT BMx D, SMT FExr< wHEry GRATING IS ADJA[EAT
"A"S os wE s bE 01. N
MEAus
aPwHGE AS. REBERVTD FOR PKwTM OF WEIxNR u["NLSF+SiINE
wMalBc . FFw DwID rot.
DRAwACE AREA cw x0i & GRGT[P T1Wx T/A ACRE vER 100 Fr O rENCE al :IALW IT 1 M
Si') SI. 3U01
v[ 1LNOTNS DW x07 EW{ED cRnEn 0 snvnx IN TFbLE 6.09A xORiH flatWpyaA (910) as41B5B
o AND SEOAErvi cDNWOL vvAWrvc AND xSKr. MAHa.EL.
TUNAS OF --TED Et11 O'S NOT ws"Al SED'an CEOn�E Acrto55 SSR 1 -T NES, AAADMAYS OR TITHER
EC—ar7 LATE 4/3/08 ?!r By CSE
CID FILE : TEMPSILTFNCE SCALE N.T.S CK'D BY
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON FALL/WINTER SEACnNI
SEEDING
MIXTURE
40 lbs/at of German millet
ILO lbs are of toll fesue
/ a
120 Iba are R
/ c ye (grain)
60 IDs/Dere tau Issue
May 1 - August 15
October 25 - December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 - February 15,
DATES
add 50 lbs/acre of annual Kobe lespedezo.
Apply 4000 lbs/ocre straw or equivalent
Appy 4000 lbs/acre Straw or equivalent
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizer per soil tests, or 2000
Appy lime cnd fertilizer per soil tests, or 2000
AMENDMENTS
lbs/acre limestone and 750 lbs/acre 10-10-10
lbs/acre limestone and 750 Ibs/acre 10-10-10
fertilizer.
fertilizer.
PROVIDE STABILIZED OUTLET TO STREAM BANK.
s W
APPROVED SEDIMENT FILTERING OF CE
(SEDIMENT FILTER BAG). PROVIDE
POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP
FILTER BAG TO STREAM. DISCHARGE HOSES
P
DISCHARGE ONTO DEWATERING PUMP INTAKE HOSE
STABLE RIPRAP P
PAD TO PREVENT -
SCOUR HHXi
INTAKE-
� F=. U EIMENT HOSE CLEAN WATER SUMP -HOLE FOR POOL
DIKE (12' TO 18' DEW, 2 -FT DIAMETER)
-WORK AREA LENGTH NOT TO EXCEED THAT I
TK
CAN BE CDAPLElEO IN ONE DAY
TEMPORARY PUMP AROUNDTEMPORARY PUMP AROUND SE�ENC
1. SET UP PUMP WTH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP -STREAM SANDBAG DAM.
J. INSTALL DOWN -STREAM SANDBAG DAM.
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. STREAMBANKS MUST BE STABILIZED AT THE END a EACH DAV.
NOTE&
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIPRAP OR SANDBAGS
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
OOYMSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
TEMPORARY PUMP AROUND
_ B au EYTRA s�ixeB aC�c/
we rzxue NSi sntNGM wnaui'FaM �
epWx nTa rraec A 6 g N'*�¢
Is
9 `rew.:* TroRou
f. Nl—el NOMR W 1 sRE Acryc. Irv4uu NAL ILI
A wxww womY
6 6 u ABNG Q< J2' W MOM AND SHALL luvf A u _
Ta HANxes IOR�FAegK RE us[a 1M[Ta SILT mnCE s ill REEMW iM A PER,roD Or M7Rf vRaoNrAp RuxFNi. AN, HEFMNS N OO s BF MNERw�umlAs "DAL
z. munosr GR EeEaauE FH FFEcbT
S S RIFTS SHALL BE 5'b' IN HEIGHT AND Ar OF ME sE1F-FASTENBR ANGLE STEEL MALL BE FEPU mm yROUE ME HARMER snLL IS NECM[SYAr� THE rABBIC
-RE E.ING SHALL BE Ar LFASH Fl. VSE wM A wHw,w OF a UNE WRES WITH 1z "'AD BE RE— -EN I— AFACH xALr T� HEoa
N "DNC' DME
DREssfD TO DDxFORM TIn RluAkING o Mi mmnc cRADEs"T
5. TURN SILT FENCE w SLORE AT ENDS. vREVAREn AND saOFD.
B. WRE MESH SHALL BE MIN. 11 -1 WTH uAYIMUM 12' IYa w..
IS REWIRED TO BE SHOW ON tors AT ME To, OF SLOPES I
ANE -ED iEL __ (z:l _)
6 GRANDE SA£flY — K REWIRED AT BMx D, SMT FExr< wHEry GRATING IS ADJA[EAT
"A"S os wE s bE 01. N
MEAus
aPwHGE AS. REBERVTD FOR PKwTM OF WEIxNR u["NLSF+SiINE
wMalBc . FFw DwID rot.
DRAwACE AREA cw x0i & GRGT[P T1Wx T/A ACRE vER 100 Fr O rENCE al :IALW IT 1 M
Si') SI. 3U01
v[ 1LNOTNS DW x07 EW{ED cRnEn 0 snvnx IN TFbLE 6.09A xORiH flatWpyaA (910) as41B5B
o AND SEOAErvi cDNWOL vvAWrvc AND xSKr. MAHa.EL.
TUNAS OF --TED Et11 O'S NOT ws"Al SED'an CEOn�E Acrto55 SSR 1 -T NES, AAADMAYS OR TITHER
EC—ar7 LATE 4/3/08 ?!r By CSE
CID FILE : TEMPSILTFNCE SCALE N.T.S CK'D BY
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON FALL/WINTER SEACnNI
SEEDING
MIXTURE
40 lbs/at of German millet
ILO lbs are of toll fesue
/ a
120 Iba are R
/ c ye (grain)
60 IDs/Dere tau Issue
May 1 - August 15
October 25 - December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 - February 15,
DATES
add 50 lbs/acre of annual Kobe lespedezo.
Apply 4000 lbs/ocre straw or equivalent
Appy 4000 lbs/acre Straw or equivalent
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizer per soil tests, or 2000
Appy lime cnd fertilizer per soil tests, or 2000
AMENDMENTS
lbs/acre limestone and 750 lbs/acre 10-10-10
lbs/acre limestone and 750 Ibs/acre 10-10-10
fertilizer.
fertilizer.
SEEDING SCHEDULE
(SEASONAL)
EC -8 E Hro�e w
STREAM BANK
SPECIAL STILLING BASIN
EXISTING TERRAIN
to
O ryy
T �
Q
ooSaiz
HW-ac3LLoo
Normo
2 %
d w
W�
p
15.0' to 20.0'
ptyN
m
3
8" OF SEDIMENT CONTROL STONE
O
p j
GEOTEXTILE FOR
DRAINAGE
NOTES
z F'
6 N
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
r
CONTROL STONE.
z4 M
PROVIDE STABILIZED OUTLET TO STREAM BANK.
s W
WOOD PALLETS MAY BE USED IN LIEU OF STONE
N
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
NOT TO SCALE
1630.06
SEDIMENT CONTROL STC
STRUCTURAL
PLAN
NOTES
USE CLASS B EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
2/3 pIAN1EL
WIDTH
1' MIN BS• 11 12'
T 8 H:2 MII N 0°`A
SECTION A -A
SECTION B -B
Qa
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H
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ec
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CAD FILE S*ORANGE DR -.3 GE 1-1-2011 DB,II BI
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STANDARD FRAME, GRATES,
AND HOOD FOR USE
ON STANDARD CATCH BASIN
TAD FILE: SIOCRASINI
DR -26.1 D E u3/m Muwx a cu
SONE RTS. CXD BY ,APB
Cb FILE: 24_SOcurD SD-1CSA
SGCHVE 8NIT 52014 "EMIR lH CSA
FDL flmm MEIBUIED FROM THE
TOP OF TRE PEE TO THE BOTTOM
5. CURB SHALL BE DEPRESSED AT 1NTERSECTION5 TO PRWIDE FOR FUTURE ACCESSIBLE RAMPS.
OF THE PAVENI STRUCTURE. _.
8. TOP 6. OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO IOOR STANDARD PROCTOR DENS11r.
]l1ao v:Pl
(TaJ 1)Y166
EXPANSION JOD4T
NOTES:
/2012 dtAwYl BY
SD-39LYF LN.TS
I. THE MAXIMUM PIPE VELOCITY SHALL NOT EXCEED 20 FT PER SEC., BUT SHALL
NOT CAUSE SCOUR
OR OTHER EROSION PROBLEMS IN THE RECEIVING CHANNEL
2. SLOPS REQUIRED TO NADOAN MINIMUM VELOCM OF 3 IT PER SEC. AT FULL
FLOW
3. THE MINIMUM SIZE STORM DRAN PIPE SW M 15 IN.
4. ALL SIM DRNNAGE PIPE USED WUHIN CITY RIGHT-OF-WAY SHAL BE REINFORCED CONCRETE PIPE
(RCP). ALL RCP SHALL BE CLASS W 00 HIGHER.
5. CLEARANCE DISTANCE IS DETERMINED FROM THE PIPE INVERT ELEVATION UP.
A MINIMUM OF e" OF /57 STONE IS
• "ViW[MrG 4 RFRlflR1RR M➢t.
` ;m� rRaEa+c alm:
l.D Nr r. laws
REQUIRED FOR ALL PIPE INSTALLATION. SEE CITY
(alD) w-1DM
CITY OF FAYETTEVI.LE STANDARD DETAIL DR -1.
MINIMUM SHAPE k COVER FOR
S1701111 DRAIN AND CULVRRT
PIPE
DR- 1 9.2
-BYV.
CAD RUIPRESECTJ
SGCIRLL N7ISAIDI4
CK-0 EN CA
STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE)
IN
1/2-
Vr 2- _
s
]R
L_ - wxD. t I�WEt
CU,ro AND GUi1ER
A1N GwN flR9H G SRCP VIDES _
A. BAN
A OI rGi mrf$
xMD Lea1CN
Y m J gITRRSLM -0• b
SECmH - RR m / MOMAN [URB uD G�urt[RI d IIGt CIMOLS
N BRrs v � KRIIrA
EMWLY SPIgp uY
�'�. �rpp �y}�-15E Cx 5 Dl AND DAF jIME USE aN VJ0[
/,NRiDM Ix 4EDnx WKN IN'l C'. IS USED
t ^�F V x(xm ro Bk UAD G rt0FR1L-ND NM[(T
- r10RMu w .wD mDFR V SREP V.m] ' COraMH W BE PMa t01 AS Wem HIISDHRY
_ _ _ _ _ aw tXWH1AA: EMLII
- - Pvr ; N _ ADOPTED PROM NCDOT'
BTANDARD N0. B40.01
PAGE 2 OI 2
NO 81D01 GH !/18/1008 GfrwN B/ C.w__
Cb FILE: SNBRC83 DR -3. 1 scut Ni.s. CED Br cA
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ax.� - • • (TYPE - G)
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STANDARD FRAME,
GRATES, AND ROOD
ADOPTED FROM NCDOT
STANDARD NO. 840.05
DR -22 DBE 3/26/2008 DRWN BY Cw
CAO FlLE : CFGHASM
SCALE ILLS GD W LA
I _
7:;7
Al i
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I l-�
a• cpxG :..aur r, .r.
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1 STANDARD FRA/B, GRATER,
-F AND HOOD FOD USE
-LiCVCIlDS ON STANDARD CATCH BASRJ
E`'~`_ -e• DR -26 GE ILM/2013 DRDNn n
-_
CAD FILE : STOLBAW $GNf Nis. ab BY _ CS,
C -
t -
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rol
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1�
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0
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mL [
Au Nr sr. xwI
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STANDARD FRAME, GRATES,
AND HOOD FOR USE
ON STANDARD CATCH BASIN
TAD FILE: SIOCRASINI
DR -26.1 D E u3/m Muwx a cu
SONE RTS. CXD BY ,APB
Cb FILE: 24_SOcurD SD-1CSA
SGCHVE 8NIT 52014 "EMIR lH CSA
STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE)
IN
1/2-
Vr 2- _
s
]R
L_ - wxD. t I�WEt
CU,ro AND GUi1ER
A1N GwN flR9H G SRCP VIDES _
A. BAN
A OI rGi mrf$
xMD Lea1CN
Y m J gITRRSLM -0• b
SECmH - RR m / MOMAN [URB uD G�urt[RI d IIGt CIMOLS
N BRrs v � KRIIrA
EMWLY SPIgp uY
�'�. �rpp �y}�-15E Cx 5 Dl AND DAF jIME USE aN VJ0[
/,NRiDM Ix 4EDnx WKN IN'l C'. IS USED
t ^�F V x(xm ro Bk UAD G rt0FR1L-ND NM[(T
- r10RMu w .wD mDFR V SREP V.m] ' COraMH W BE PMa t01 AS Wem HIISDHRY
_ _ _ _ _ aw tXWH1AA: EMLII
- - Pvr ; N _ ADOPTED PROM NCDOT'
BTANDARD N0. B40.01
PAGE 2 OI 2
NO 81D01 GH !/18/1008 GfrwN B/ C.w__
Cb FILE: SNBRC83 DR -3. 1 scut Ni.s. CED Br cA
---�r-
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(TYPE - B)--I���II{F���'�I�a���III��'''�I^^^
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-i
ax.� - • • (TYPE - G)
(TYPE - F)
Dade 1e o
STANDARD FRAME,
GRATES, AND ROOD
ADOPTED FROM NCDOT
STANDARD NO. 840.05
DR -22 DBE 3/26/2008 DRWN BY Cw
CAO FlLE : CFGHASM
SCALE ILLS GD W LA
I _
7:;7
Al i
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-F AND HOOD FOD USE
-LiCVCIlDS ON STANDARD CATCH BASRJ
E`'~`_ -e• DR -26 GE ILM/2013 DRDNn n
-_
CAD FILE : STOLBAW $GNf Nis. ab BY _ CS,
MINIMUM PRL UNDER ROAD11AY5
PIPB CLASS MINIMUM FDL
CUSS III 2'
CUSS 1Y 1'
cuss V 1
RLL BRIGHT IS MEASUM FROM TIRE
TOP DF THE PEE TO THE BOTTOM
OF THE PAVEMENT STRUCTURE
A MINIMUM OF 6" OF /57 WASHED STONE IS
UORED FOR ALL PIPE INSTALLATION. SEE CITY
C OF RAYEITEVIIAB STANDARD DETAIL DR -1.
TONGUE
AND GROOVE
B FOOT LENGTH (66" OR 72" MAY BE 12FT(
MORTAR OF FLEXIBLE
PLASTIC TYPE JOINT
SPECIFICATIONS:
ASiY C J6-UTESi ax [rNHE[e IxAs'�0x�'-
KDOT x Rmwwrc 1 fiI jrw ,x
RWFyE SRIwanW6 O
ARw Rearm REINFORC® CONCRETE SEWER.
STORM ORMEN AND CLVERT
PIPE ( CU
42--T I
DR- 19.1 DJRH1 awwN eY 4A.
svtt xas. a•D Br u.
cu a IbMlerOi Na tIFWJI f1• JML ,9O
.1r "" r
I I
r�1;P
rxNa.l B,- .NRHrA Na TYPro.1 m• FBHGS aD�
IYPICLL F' 101 -OFF tem TYFEY a- RVL-D,r N,e
I�t-� HDTE:
' f p1MW GROWE JW1t5 EVERT Ip'
CXPNHW JDHR EVERY ]0'
N m-'�'eE.ee.D M m ' ]saxAEM
UK EKiEfAflg1�.
AM
7wOO"
CURB DITPARS
Cb FILE: 24_SOcurD SD-1CSA
SGCHVE 8NIT 52014 "EMIR lH CSA
MINIMUM PRL UNDER ROAD11AY5
PIPB CLASS MINIMUM FDL
CUSS III 2'
CUSS 1Y 1'
cuss V 1
RLL BRIGHT IS MEASUM FROM TIRE
TOP DF THE PEE TO THE BOTTOM
OF THE PAVEMENT STRUCTURE
A MINIMUM OF 6" OF /57 WASHED STONE IS
UORED FOR ALL PIPE INSTALLATION. SEE CITY
C OF RAYEITEVIIAB STANDARD DETAIL DR -1.
TONGUE
AND GROOVE
B FOOT LENGTH (66" OR 72" MAY BE 12FT(
MORTAR OF FLEXIBLE
PLASTIC TYPE JOINT
SPECIFICATIONS:
ASiY C J6-UTESi ax [rNHE[e IxAs'�0x�'-
KDOT x Rmwwrc 1 fiI jrw ,x
RWFyE SRIwanW6 O
ARw Rearm REINFORC® CONCRETE SEWER.
STORM ORMEN AND CLVERT
PIPE ( CU
42--T I
DR- 19.1 DJRH1 awwN eY 4A.
svtt xas. a•D Br u.
z°
O w
z
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C 7
a y
HI.-
TRAN5VERSE EXPANSION JOINT
NOWT �'
I. CDNTNACDON JOINTS SHALL BE SPACED AT 10 -FOOT INTEBVAIS. JOINT SPACING MAY BE ALTERED BY THE CITY
ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONLRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER MMOJED METN005.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
J. ALL EXPANSION JOINTS STALL BE SPACED AT 50 -PENT INTERJALS FOR HAND FORMED. AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WTTH JOINTS IN ABUTTING SIDEWALK. IF CURB IS MACHMEO A 90' SPACING IS ALLOWABLE,
4. CONCRETE COMPRESBNE STRENGTH SHALL BE ]OGD PS.I. IN 28 DAYS,
5. CURB SHALL BE DEPRESSED AT 1NTERSECTION5 TO PRWIDE FOR FUTURE ACCESSIBLE RAMPS.
8. TOP 6. OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO IOOR STANDARD PROCTOR DENS11r.
]l1ao v:Pl
(TaJ 1)Y166
EXPANSION JOD4T
/2012 dtAwYl BY
SD-39LYF LN.TS
CAD FRE : EXPJO[Nr MID BY C.A.
z°
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STANDARD CATCH BASIN TRANSITION
FOR 24" VERTICAL CURB AND GUTTER
GRASS MEM OR
CONCRETE ISLANDSTD 840.038 FRAME.
E%SPPNSION JOINT GRATE A H000 .y
E%SPANSION 'GMF­-
3
GMT —3
AY
O I
DEPRESSED GUTTER LINE-/ ELEYAII4D EXSPANSION JOINT
EXSPANSION JOINT
SEE STANDARD NO. 840.01
MED\/R
0 0R of M '.
-
GGNCT"� 0 yA00 `24' CURB AND SUTLER pdRmS a FFA61ALnE Mir
5\�� c0. CM fMi�@1M;. [MHXI
MNDARDCATCH BASIN TRANSITION
FOR 24" VERTICAL CURB AND GUTTER
IPa ADOPTED PROM NCDOT
STANDARD N0. 652.05
xo u. ELATE 2/22/21113 DRAWN BY BY CSA
CAO FILE SD-5'HSipMEDCB SCALE NTS. CKD By CSL__.
NO SIDEWALK PRESENT FOR
REPLACEMENT AS A
PART OF THIS PROJECT
50' R/'W
I
37' B/B I
/ 18.5 16.5' 1
1 M
?/ Sopa (2 11' LANE 11' TURN LANE 11' LANE 7 _A S\oPB
2.
1 2,. 2R 4" 1.
GGT`NRR TAT'H) A k'
O RX:OMImEL a MTA61•XN4
QAl MWC DNI$IR1
T.
TYPICAL MINIMUM -
SECTION FOR
3 LINE STREETS
DATE TOIL
S D — 1 6 SCALE N TSS 013 DRAW CXTY CAA
IQ TY ESIDENTIAL CRO<S��SA
SURFACE. COURSE
TYPE "A" CR "C" OR
R RCN) CR STBC, 7>E "B"
SUBBASE
2" S 9.58 ASP. SURFACE COURSE
2 1/2* I 19.0 B
8. ABC (CRUSHER RUN)
COMPACTED SUITABLE SUBBASE
(2)TYPICAL LIGHT COMMERCIAL CROSS SECTION
PROJECT TO USE LIGHT COMMERCIAL
PAVEMENT STRUCTURAL SECTION FOR
ASPHALT PAVEMENT PATCH AS
INDICATED ON PLANS.
2" S 9.5C ASP. S COURSE
1/2" B
B CRUSHER RUN)
ACT TABLE SUBBASE
33 L HEAVY COM... .CRO TION
TYAL
CROSS BE
POR AIL CITY
PAVPEl1ENICT
SD -16.2 SCCLE HISS 0t! �p BY
CA
NOTES
1. CONTRACTOR SHALL PATCH PAVEMENT TO THE SAME PAVEMENT
GROSSSECTION
INMEOIATELY""'TO PATCHING. JAGGED SAWCOUTS SHALL
IITOOTBEACCEPTABLE. STRAIGHT UNIFORM WIpTH6 PARALLEL U
SHALL BE SUBJEC TTOi EENGINEERS IAP�POROVAL.FINAL PRODUCT
_ MS ONLn NL' WIDTH NNFORMATroN IS OR USE oN ANNEr,TTION
PRDJEC
t0 MA%. SANITARY SEWFR
- --
NOTES:
2.5'Y FGFC
Y/
MAIN TIT OR LESS)
t2' MAX SANITARY SEWER MAIN (OVER IO IN DEPTH)
A9. NCDOT WILL RECAAFE FULL DEPTH ASPHALT PA ICH TO MATCH
ADJUST PAVER AS REWIRED, PATCH P—H.-1 OCCUR PHIIXtO
`RRU SS DENSITY
s'MAx. SWITAHY SEWER LATERAL 4 MAX WATER MAIN AND LATERAL
(WIDTHS GREATER THAN
i
MAX. WI LL NOT BE PAI.)
2" MIN. SURFACE COURSE
SF TIu
5950A COMMMERCN[
(rn.)
10.35 GL/5T)
SAW CUT EXIST
ASPHALT EDGES
$TPMOIf A TR
ORS
_ LR
ASPI�G
596C C L
I
TO REAIA
SUBGRAOF OF STONE SHALL
1
IQ TY ESIDENTIAL CRO<S��SA
SURFACE. COURSE
TYPE "A" CR "C" OR
R RCN) CR STBC, 7>E "B"
SUBBASE
2" S 9.58 ASP. SURFACE COURSE
2 1/2* I 19.0 B
8. ABC (CRUSHER RUN)
COMPACTED SUITABLE SUBBASE
(2)TYPICAL LIGHT COMMERCIAL CROSS SECTION
PROJECT TO USE LIGHT COMMERCIAL
PAVEMENT STRUCTURAL SECTION FOR
ASPHALT PAVEMENT PATCH AS
INDICATED ON PLANS.
2" S 9.5C ASP. S COURSE
1/2" B
B CRUSHER RUN)
ACT TABLE SUBBASE
33 L HEAVY COM... .CRO TION
TYAL
CROSS BE
POR AIL CITY
PAVPEl1ENICT
SD -16.2 SCCLE HISS 0t! �p BY
CA
NOTES
1. CONTRACTOR SHALL PATCH PAVEMENT TO THE SAME PAVEMENT
GROSSSECTION
ILII='•.�USNOgSTURBEO
AS EXISTED PRIOR TO REMOVING PAVEMENT THE
STREET CROWN GHALL BE RESTORED. PATCH SHALL MATCH EXISTING
Y/
PAVEMENT WITHI.@—EN CRECKED WITH A IV STRAIGM EDGE,
A9. NCDOT WILL RECAAFE FULL DEPTH ASPHALT PA ICH TO MATCH
ADJUST PAVER AS REWIRED, PATCH P—H.-1 OCCUR PHIIXtO
`RRU SS DENSITY
CXIS TING ASPHALT T HICKNESS ON S TATE—AINED ROADSFULUN.
NCOOT REOUIRES PATCH PAVING SAME DAY AS REMOVAL
STOP TRENCH
8Af-KFGMANDRELITHEREOVIRE
SNST
AI ­NG
STREET PRIOR TO MMIOREL TESTING $ANITAAY SEWER MAIN.
2. WHERE PATCH OF CURBING OCCURS CONTRACTOR SHALL MATCH
10, TEST FOR CENG" OF COMPACTION MAY BE MADE AT THE
OPTIGN OF THE ENGINEER ANO DEFICIENCIES SHAL BE
AST J' OF FILL BELOW
'
I STREET
bOVETHE CURB GRACE LINE WILL NOT BEACCEPTABHAT
AND SHALL
BE REMOVED AND REPATCHED AT NO EXPENSE TO THE OWNER.
THE OWNER. THE ENGINEER MAY HAVE COMPACTRNi
TEST PERFORMED AFTER THE BACKFILL IS COMPLE M.
SUBGRAOF OF STONE SHALL
n
Y AGGREGATE BASE CDURSE
BE COMPACTEDTON%MAX
CRY DENSITY IN
�n
r IV
COMPACTED TO IDG%MAX. GRYDEN
AS DETERMINED BY AASHTO T-99 AS
MODIFIED BY NCDOT OR WITH PERMISSION
MAX. S-LOOSE
LIFTS.
OF ENGINEER.
SEE APPLICABLE TRENCH
E AFMSNLOff YR
• NOTES 509APPEV TO PERMAHORT PAVEMENT PATCHES ONLY
DETAII FOiy COMPACTION
OF REMAIN,
OA fNCN[ANLW.SMI
)] }6X11
("I-1656
WHERE MILLING TRACTOR SUALL PLACE
ANIL
O COMPACT MILLNGS IN MALLEO AED THE REA TO PROVIDE AN INTERIM
TYPICAL PERMANENT
IS AN ALTERNATE TO CUTTING ASPHALT AND DISPOSING OFF-SITE.
SAIECUT AND
PAVEMENT
GEEAODITIDNAL NOTES ONSHEE T SO 112
PACE OFA
PATCH DETAIL
SD -11.1
3N'TS
2015 BY GR
6. MILLING OPERATIONS SHALL BE LIMITED TO IBOD FEET PER MAIN LINE
TYPPATDI
SCALE CID By
IQ TY ESIDENTIAL CRO<S��SA
SURFACE. COURSE
TYPE "A" CR "C" OR
R RCN) CR STBC, 7>E "B"
SUBBASE
2" S 9.58 ASP. SURFACE COURSE
2 1/2* I 19.0 B
8. ABC (CRUSHER RUN)
COMPACTED SUITABLE SUBBASE
(2)TYPICAL LIGHT COMMERCIAL CROSS SECTION
PROJECT TO USE LIGHT COMMERCIAL
PAVEMENT STRUCTURAL SECTION FOR
ASPHALT PAVEMENT PATCH AS
INDICATED ON PLANS.
2" S 9.5C ASP. S COURSE
1/2" B
B CRUSHER RUN)
ACT TABLE SUBBASE
33 L HEAVY COM... .CRO TION
TYAL
CROSS BE
POR AIL CITY
PAVPEl1ENICT
SD -16.2 SCCLE HISS 0t! �p BY
CA
NOTES
1. CONTRACTOR SHALL PATCH PAVEMENT TO THE SAME PAVEMENT
GROSSSECTION
8. IF PAVEMENT SETTLEMENT OCCURS
AS EXISTED PRIOR TO REMOVING PAVEMENT THE
STREET CROWN GHALL BE RESTORED. PATCH SHALL MATCH EXISTING
WITHIN I YEAR, TME "I" "'T"
SHALL REPATCH AT NO ADOITIONAL EXPENSE TOT ME OWNER.
PAVEMENT WITHI.@—EN CRECKED WITH A IV STRAIGM EDGE,
A9. NCDOT WILL RECAAFE FULL DEPTH ASPHALT PA ICH TO MATCH
ADJUST PAVER AS REWIRED, PATCH P—H.-1 OCCUR PHIIXtO
`RRU SS DENSITY
CXIS TING ASPHALT T HICKNESS ON S TATE—AINED ROADSFULUN.
NCOOT REOUIRES PATCH PAVING SAME DAY AS REMOVAL
STOP TRENCH
8Af-KFGMANDRELITHEREOVIRE
SNST
AI ­NG
STREET PRIOR TO MMIOREL TESTING $ANITAAY SEWER MAIN.
2. WHERE PATCH OF CURBING OCCURS CONTRACTOR SHALL MATCH
10, TEST FOR CENG" OF COMPACTION MAY BE MADE AT THE
OPTIGN OF THE ENGINEER ANO DEFICIENCIES SHAL BE
EXISTINGCURBGRADESWITHIN0.011IFT EATCHE, TNT ARE
ARELE
CORRECTED BY THE CONTRACTOR AT NO AGDITIONAL LOST
TO
bOVETHE CURB GRACE LINE WILL NOT BEACCEPTABHAT
AND SHALL
BE REMOVED AND REPATCHED AT NO EXPENSE TO THE OWNER.
THE OWNER. THE ENGINEER MAY HAVE COMPACTRNi
TEST PERFORMED AFTER THE BACKFILL IS COMPLE M.
CURB PATCH SHALL BE THE SAME SHAPFREMPUTE AS THE
EXISTING CURB.
CONTRACTOR SHALL BE REQUIRED TO EXCAVA IE TO
VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATK)N,
3. CONTRACTOR SHALL BE REWIRED TO PHO DE TRAFFIC CONTROL
SACKFILL AND RECOMP HOM SHALL BE PEREGRMEO AT NO
ADDITIONAL COSTS TO THE OWNER.
AND OEVICES AE REQUIREDBY THE NIUTCD OR N C SUPPLEMENT.
WORX CAN NOT PROCEED UNTIL THE MEASURE, ARE N PUCE.
CONTRACTOR SHALL BE RESPpN$IBIE TO PROTECT NEW
PAVEMENT FROM TRAFFIC AND OTHER SOURCES OF DAMAGE
UNTIL ASPHALT HAS SUFFICIENTLY
COOLED TO PREVENT
DAMAGE FROM SURFACE DEFLECTIONS
4. CONTRACTOR SHALL SAWCUT EXIST, PAVEMENT ETRAGHT AND TRUE
PRIOR
• NOTES 509APPEV TO PERMAHORT PAVEMENT PATCHES ONLY
TO REMOVING ASPHALT FOR UT LIRY INSTALUT ON.
THE ENGINEER MAY APPROVE THE USE OF A MILL NG MACHINE
FCR REMOVAL OF THE EXISTING PAVEMENT WITHIN TRENCH LIMITS
WHERE MILLING TRACTOR SUALL PLACE
ANIL
O COMPACT MILLNGS IN MALLEO AED THE REA TO PROVIDE AN INTERIM
TRAFFIC SURFACE. MILLING WHERE APPROVED BY ENGINEER
IS AN ALTERNATE TO CUTTING ASPHALT AND DISPOSING OFF-SITE.
a5. AFTER UTILITY IS INSTILLED ANO TESTED AND THE
EXCESS BASE MATERIAL REMOVED (APPROA Y) CONTRACTOR
,HAIL AGA N SAWCUT EX Si NG PAVEMENT STRAIGHT AND TRUE
IMMEDIATELY PRIOR TO PAVING A$ NOTED ABOVE.
6. MILLING OPERATIONS SHALL BE LIMITED TO IBOD FEET PER MAIN LINE
CREW NOT i0 EXCEED 3000 FEET IN TOTAL CF O16TURSED ROA—Y
FOR THE ENTIRE PROJECT AT ONE TIME WHERE, CONTRACTOR SHALL
PATCH PAVE DISTURBED AREA OF ROADWAY PRIOR TO DISTURBING
ewAm�cn•
ADDTIONAL ROADWA,.
QL BOmOG RSJ
). AT NO TIME SHALL THE TRENCH BE LEFT UNATTENDED WITH
ID LAY F. MFI
RIO) LD1 -101
A VERTICAL DROP GREATER THAN I INCH FROM ASPHALT
SURFACE TO TOP
OTES POR TYPICAL PERYANENI
OF BACKFILLEDTRENCH,
AND TE19PORARY SAIFCLIT AND
PAGE 3 OF 3 PATCH DETAF
SD -11.2 6H 6/ze/2D11 Duwx N
saL xT.s. D%ro Br
UT N
z
(D
z
w o
Q
d w �
oQz
0�0

L 12• X 12- HAUNCH (TYP)
SLAB
HEIGHT
3/. 3%'
KEYWAY
TOPFEMALE
KEYWAY
SCALE 1 2•=1'-0'
REVISION DATE BY SHEET
TYP. SECTION VIEW
SCALE Nr=1'-0'
DESIGN NOTES:
URAPERAOEN ASSOCIATES
WATERWAY AREA = 57.50 SQ. FT.
SBaley ETaylor ETaykr
SEW L
1'.10%" 6'-0• 1'-10%.
A AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (MAIN DESIGN
SPECIFICATION),
L 12• X 12- HAUNCH (TYP)
SLAB
HEIGHT
3/. 3%'
KEYWAY
TOPFEMALE
KEYWAY
SCALE 1 2•=1'-0'
REVISION DATE BY SHEET
TYP. SECTION VIEW
SCALE Nr=1'-0'
CONCEPTUAL DRAWING
NOT FOR CONSTRUCTION
ALL THICKNESSES TO BE DETERMINED
I�I SLAB PER ENGINEER'S FINAL DESIGN
HE[' �7GW FLOOR
WALLS FLOOR
� WALLS
KEYWAY " OOkkmsftpmcamo
TYP.MALE BASEFEMALE BASE MALEN� s�"°
KEYWAY KEYWAY KEYWAYT.
SCALE 12'=1'-0•
SCALE )/251'-0' SCALE tl2"=1:0' Trzc,ui Rirarts�ssm..n
REVISIONS
DESCRIPTION OF REVISION REOUESTED BY
DESIGN NOTES:
URAPERAOEN ASSOCIATES
1.) LOAD AND RESISTANCE FACTOR DESIGN METHOD IN ACCORDANCE WITH (I.A.W.)
PASHTO FLRO BRIDGE DESIGN SPECIFICATIONS
SBaley ETaylor ETaykr
2.) APPLICABLE DESIGN DOCUMENTS (CURRENT EDITIONS):
A AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (MAIN DESIGN
SPECIFICATION),
a60-SaK>t "K"-CmcapNAl.idn T or �
B. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (MAIN
DESIGN SPECIFICATION).
3.) PRECAST RATED FOR AASHTO HL -93 TRUCK LIVE LOAD WITH IMPACT I A W. PASHTO
-RFD SPEC.
K.I DESIGN FILL:-O'(MIN) TO T-6"(MAX)
5.) GROUND WATER TABLE FOR STRUCTURAL CALCULATIONS IS BASED UPON GROUND
WATER TABLE AT OR BELOW INVERT OF BOK, IF DESIGN (OR ACTURAL) WATER TABLE
IS LESS THAN ASSUMED, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCAST LE
PRECAST INC. UPON REVIEW OF THIS SUBMITTAL
6.) LATERAL DESIGN PRESSURES (AS APPLICABLE TO DESIGN, SEE CALCULATIONS):
A. MIN EQUIV SOIL FLUID PRESSURE = 30 PCF,
B. MAX EQUIV SOIL FLUID PRESSURE = 60 PCF,
C. LIVE LOAD SURCHARGE PRESSURE = PER AASHTO DESIGN SPECIFICATION
REFERENCE HEREIN.
7.) DESIGN CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS= 5000 PSI (MIN).
8.) REINFORCEMENT: OLDCASTLE PE: (DESIGN ENGINEER) MAY SUBSTITUTE THE
-- }
NFORCEMINT SHOWN HEREIN TO AN EQUIVALENT REINFORCEMENTALTERNATIVE
�§
NO.
NOTED BELOW
OW
A- CARBON -STEEL DEFORMED BARS: ASTM A615, fy = 6OKSI (MIN).
B. WELDED WIRE REINFORCEMENT - DEFORMED: ASTM A306,1, fy = 70XSl (MIN.)
C. WELDED WIRE REINFORCEMENT � PLANT: ASTM A3064, fy=65 KSI (MIN)
9.1 JOINT SEALANT (AS DETAILED AND NOTED IN DRAWINGS HEREIN):
A. CS -102 CONSEAL BUTYL RUBBER SEALANT (OR EQUIV.) I.A.W. ASTM 0990 FED,
SPEC. SS -5210.
1'-
SILL WALL
B. CS -212 CONSEAL EXTERIOR JOINT WRAP (OR EQUIV.) I.AW. A5TM C877 AND
ASTM C990
CONCEPTUAL DRAWING
NOT FOR CONSTRUCTION
ALL THICKNESSES TO BE DETERMINED
I�I SLAB PER ENGINEER'S FINAL DESIGN
HE[' �7GW FLOOR
WALLS FLOOR
� WALLS
KEYWAY " OOkkmsftpmcamo
TYP.MALE BASEFEMALE BASE MALEN� s�"°
KEYWAY KEYWAY KEYWAYT.
SCALE 12'=1'-0•
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REVISIONS
DESCRIPTION OF REVISION REOUESTED BY
SHORELINE DRIVE
CONCEPTUAL LAYOUT
URAPERAOEN ASSOCIATES
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