20130351 Ver 1_401 Application_20130413

2 0 1 3035 1
201 N Front St, Suite 509
Wilmington, NC 28401
PHONE: 910 - 763 -8063
FAX: 910 - 763 -8289
LETTER OF TRANSMITTAL
Date: Project Number.
April 2, 2013 31828617
Reference.
SAW- 2012 -02066
Smith Creek Alandale Pump Station Removal Project
TO: Karen Higgins
Wetlands, Buffers, Stormwater Compliance and
Permitting Unit
NC Division of Water Quality
512 N. Salisbury Street
Archdale Building, 9t' Floor
Raleigh, NC 27604 ° u-- �•�..� ----°
WE ARE SENDING: [X] Herewith [ ] Und°e`r Separate Cover
[ ]
Letter(s) [ ] Estimates(s)
[] Report(s) [ ] Specifications
THESE ARE [ j As Requested [X] For Approval
Below
FORWARDED: [] Your Information [] For Comment
APR -- 3 20, 1
[ ] Originals [ ] Prints
[ ] Sepias [ ] Sketches
[ ] As Noted Below
] For Corrections
[ ] For Construction
[ J Shop Drawings
[ ] Specifications
[] As Noted
Drawing
No. of
Nos
Copies
Date
Description
5
February 20, 2013
Smith Creek Alandale Pump Station Removal Project PCN
Form, Plan Sheets, and Mitigation Approval
1
March 28, 2013
Check for $240
SENT VIA: [ ] Our Messenger [ X ] Federal Express [ ] Certified Mail [ ] As Noted Below
[ ] Your Messenger [ j UPS [ J First Class Mad
Notes: Please do not hesitate to contact me if you have any questions or need additional information.
My phone number is 910 - 343 -5994 or email at [e-mail]
Very truly yours,
URS Corporation — North Carolina
sv�m m2ii�
Susan Westberry
Environmental Scientist

dot WAr%
o�
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
I. Processing
1a. Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
It Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
® Yes ❑ No
1g. Is the project located in any of NC's twenty coastal counties. if yes, answer 1 h
below.
®Yes ❑ No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
Smith Creek Alandale Pump Station Removal Project (SAW-2012-02066)
2b. County:
New Hanover
2c. Nearest municipality / town:
Wilmington
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
See attached plans. UU
3b. Deed Book and Page No.
APR - 3 2013
3c. Responsible Party (for LLC if
applicable):
DENR . WA
3d. Street address:
rarrch
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 ® Other, specify: Cape Fear Public Utility Authority
4b. Name:
Chris Bowling
4c. Business name
(if applicable):
Cape Fear Public Utility Authority
4d. Street address:
235 Government Center Drive
4e. City, state, zip:
Wilmington, NC 28403
4f. Telephone no.:
910 - 332 -6673
4g. Fax no.:
910 - 332 -6352
4h. Email address:
chris.bowling @cfpua.org
5. Agent/Consultant Information (if applicable)
5a. Name:
Susan Westberry
5b. Business name
(if applicable):
URS Corporation - North Carolina
5c. Street address:
201 N. Front St., Suite 509
5d. City, state, zip:
Wilmington, NC 28401
5e. Telephone no.:
910 - 343 -5994
5f. Fax no.:
910 - 763 -8289
5g. Email address:
[e-mail]
Page 2 of 10

S. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
804219001001 / 804219003003
1b. Site coordinates (in decimal degrees):
Latitude: 34.25617 Longitude: - 77.88163
1c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Spring Branch
2b. Water Quality Classification of nearest receiving water:
C;Sw
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 portion of the project affecting wetlands in the vicinity of Alandale Dr. Includes efforts to reroute flow from the Kerr Avenue Sanitary Sewer to the
Spring Branch Outfall Sewer. This new line will traverse through an existing neighborhood, and be installed from the end of Alandale Dr. through the
use of an open cut trench with slopes at 1:1. The line crosses through forested upland into forested wetland before joining the outfall.
3b. List the total estimated acreage of all existing wetlands on the property: 0.23
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 220
3d. Explain the purpose of the proposed project:
To replace the deteriorated Upper Smith Creek Outfall. Rather than replacing the pipe, the Authority will connect into the Spring Branch Outfall.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached sheet.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ro'ect includin all prior phases) in the past?
® Yes ❑ No ❑ Unknown
p Comments:
J Approval has been requested.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Susan Westberry
Agency /Consultant Company: uRs
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SAW-2012-02066, field determination on October 30, 2012. Tear sheet pending approval.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
[]Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® 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 T
Excavation
Bottomland Hardwood Forest
Yes
Corps
0.11
W2 P
Land Clearing
Bottomland Hardwood Forest
Yes
Corps
0.14
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: _ by
Temporary and permanent impacts will occur within the same area. Total disturbed area will equal 0.14 acres.
Czrrec-
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
Excavation
SA, UT to Spring Branch
INT
Corps
4
57
S2 -
Choose one
S3 -
Choose one
S4 -
Choose one
-
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
57
31. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
Purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ 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.
Efforts were made in project design to disturb the smallest acreage possible, take least environmentally damaging path.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Trench box is being used to minimize the proposed excavation Impacts to the forested wetland. A permanently maintained utility easement is required
In order to perform maintenance activities on the sewer line to keep lines in working order.
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 ❑ 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:
0.14 acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: In -Lieu Fee Application Attached. Approval will be forwarded on once received.
5. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a pennittee 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?
11 Yes ❑ 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
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
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 ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local govemmenfs iurisdiction is this project?
3b. Which of the following locally- implemented stormwater management programs
apply (check all that apply):
❑ Phase II
❑ NSW
USMP
Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑Yes ❑ No
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
®Coastal counties
❑HQW
WSession ORW
Law 2006 -246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
S. 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)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federaUstate) land?
1b. If you answered °yes° to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
[]Yes
®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
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
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fad permit application?
❑Yes
® No
2c. If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
®No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no,' provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
All wastewater Isspumppo to the e)dssUavailable
trea�nt facility.
rrthssiide wastewater
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS County Lists, NCNHP Element Occurrence Database (GIS data).
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Mapping.
T. 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
0 Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCONEmap GIS mapping.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
No Rise created by project.
8c. What source(s) did you use to make the floodplain determination?
dFIRM
&Jam Vv�� N
2 I I s
i n
Appi ca UAgent s Pnnted Name
Applicant/Agent's Si nature
9
Date
(Agent's signature is valid only if an auth atlon
letter from the applicant is rovided.
Page 10 of 10

The portion of the project affecting wetlands in the vicinity of Alandale Dr. includes efforts to reroute flow from
the Kerr Avenue Sanitary Sewer to the Spring Branch Outfall Sewer. This new line will traverse through an
existing neighborhood, and be installed from the end of Alandale Dr. (at the intersection of Alandale Dr. and
Lockwood Dr.) through the use of an open cut trench with slopes at 1:1. The line crosses through a forested
upland into a forested wetland before joining the Spring Branch Outfall Sewer within a powerline right -of -way.
To replace the deteriorated Upper Smith Creek Outfall. Rather than replacing the deteriorated pipe, which is
located in close proximity to Smith Creek, the Authority will abandon the existing outfall and connect to the
Spring Branch Outfall Sewer system.
The project involves the construction of approximately 5,915 linear feet of eight -inch to 18 -inch gravity sanitary
sewers, including one aerial crossing, 45 short side sanitary sewer services, 29 long side sanitary sewer
services, the abondonment of Upper Smith Creek Sanitary Sewer Outfall, the abandonment and removal of the
Alandale Pump Station (PS23), improvements and replacement of equipment of one variable frequency drive
with a larger variable frequency drive, replacement of the main breaker, replacement of the automatic transfer
switch, installation of an owner - furnished, diesel powered, manually operated bypass pump, and modifications
to the force main dischargin from Pump Station 89, appurtenances, and pavement and sitework restoration.
Disturbance to jurisdictional resources will occur in two places within the project limits - a stream crossing along
Alandale Dr., north of PS23 and the installation of line through forested wetlands from Lockwood Dr. to the
Spring Branch Outfall Sewer system. In the vicinity of PS23, an aerial sewer crossing will be installed within
the stream banks. This will result in approximately 57 linear feet of channel disturbance. In order to connect to
the Spring Branch Outfall Sewer system, a backhoe will be used to open cut a trench box to the manhole within
the powerline Right of Way east of Lockwood Dr. This will result in approximately 4,682 square feet (0.11 ac)
of disturbance to forested wetlands. The trench will extend approximately 156 feet and will average 30 feet in
width.

Letter of Authorization
Mr. Frank Styers, with the Cape Fear Public Utility Authority authorizes URS
Corporation — North Carolina to act as our limited agent to coordinate with the
U.S. Army Corps of Engineers and North Carolina Division of Water Quality for
the preparation and submittal of jurisdictional determinations and 404/401
permits applications associated with the Smith Creek `Alandale' Pump Station
Removal project located in New Hanover County, North Carolina.
Authorization will terminate on either final agency action or upon written
notification from either party involved.
Company Name: Cane Fear Public Utility Authority
Contact Name: Frank Steers
Client Address: 235 Government Center Drive
Wilminston, NC 28403
Client Phone #: 910 - 332 -6560
Client Fax #: 910 - 332 -6353
Client Email: frank.styersna,cfaua.oM
(Si tature of Client)
11
Date

E09"�n
I �
PROGRAM
February 27,2013
Chris Bowling
Cape Fear Public Utility Authority
235 Govt. Center Drive
Wilmington, NC 28403 Expiration of Acceptance: August 27, 2013
Project: Smith Creek Alandale Pump Station Removal County: New Hanover
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved. You must also comply with all other state. federal or local government permits, regulations or authorizations associated
with the pro msed activity including SL 2009 -337: An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S.L. 2011 -343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
Issued 404 Permit/401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are
summarized in the following table. The amount of mitigation required for this impact is determined by permitting agencies.
Impact
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft.)
Buffer 11
(Sq. Ft.)
Cold
Cool
Warm
Riparian
Non-Ri arian
Coastal Marsh
Cape Fear
03030007
0
0
0
0.14
0
0
0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed in
accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
[phone].
�A c., kl.,4
e Klimek
Director
cc: Karen Higgins, NCDWQ Wetlands/401 Unit
Emily Hughes, USACE - Wilmington
Chad Coburn, NCDWQ- Wilmington
Doug Huggett, NCDCM- Morehead City
Susan Westberry, agent
File
Redorimg... F ... Pro" Our Si&
North Carolina Ecosystem Enhancement Program, 1652 Mall Service Center, Raleigh, NC 27699-1652 / 919 - 919- 707 -8976 / www.noeep.net

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AS SHOWN NJL 090113 SMITH CREEK /WNDALE PS REMOVAL
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ampall"Iff— war— WILMINGTON. NORTH CAROLINA
SBT 090113
um upeft—w— alw— Em owa.n am SBT 090113 31828617 EN —01 0

SMITH CREEK/ LAN ALE PUMP
STATION REMOVAL PROJECT
FOR
CAPE FEAR PUBLIC UTILITY AUTHORITY
.m..m. c
e.•rma
PROJECT SITE
VICINITY MAP
DECEMBER 17, 2012
SAW - 2012 -02066
PROJECT CONTACTS
Mhabeft
OWN ERZU TI LI TY:
CHRIS BOWLING
CAPE FEAR PUBLIC UTILITY AUTHORITY
Now a.& 235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
(P) (910) 332 -6673
[e-mail]
www.cfpua.org
SUMMARY OF WORK: m
• NEW GRAVITY SANITARY SEWER — 5915 LINEAR FEET
• NEW SANITARY SEWER SERVICES, SHORT SIDE — 45
• NEW SANITARY SEWER SERVICES, LONG SIDE — 29
• ABANDON UPPER SMITH CREEK SANITARY SEWER OUTFALL
• REMOVE ALANDALE PUMP STATION ( #23)
• MODIFICATIONS TO FORCEMAIN 101 /OGDEN SS INTERCEPTOR
® INDEX OF SHEETS
ENGINEER:
STEVE THOMAS, PE
URS CORPORATION — NORTH CAROLINA
201 NORTH FRONT ST., SUITE 509
WILMINGTON, NC 28401
(P) (910) 763 -8063
[e-mail]
www.urs.com
COVER SHEET, LEGEND, GENERAL NOTES
G -00 THRU G -03
EROSION & SEDIMENTATION CONTROL DETAILS
G -04 THRU G -05
TRAFFIC CONTROL PLAN
G -06
PUMP STATION 23 REMOVAL /ABANDONMENT
XD -01
FORCE MAIN 101 MODIFICATIONS
XD -02
UPPER SMITH CREEK OUTFALL ABANDONMENT
XD -03
NEW GRAVITY SANITARY SEWER — PLAN/PROFILE
C -01 THRU C -07
SANITARY SEWER DETAILS
DT -01 THRU DT -04
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FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
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DECEMBER 2012
III UR5 PROJECT N0.
31828616 '
CFPUA PROJECT NO.
12 —C1214

LEGEND
gg9 ENSMIn am �
4 CONTOURS (f h 2') ----- 802 - - - --
8 ,o CONTOURS (S' & t0- —aw— — 8OO
EDGE OF PAVEMENT
CURB 3 GUTTER
�' '� w CENTFRUNE OF ROADWAY - - Z
9g i PROPERTY LONE y
New Hanover
i RIGHT -OF -WAY ---- R-- - -ROW-
B� - I�TIt —FUS-
County Airport FM DIFICA ON, � � OW — PUE — ME
TGE _ TOE _ TCE —
c�*tbw,l ;,� LIMITS of olsTUrDBwcE -
SILT FENCE
WETLANDS
Terty WETLANDS BUFFER
FENCE LINE - z— x— z —x —x-
Smith Creek PUMP STATI -23 D= GUARD RAL
TREE UNE nlYnW'n1rWn Yl% & 8 &
PROJECT AREA, sP� ��
SHEET XD -03 L SURFACE DRANAGE FLOW -W-
STORM DRAINAGE == =18' -t = = =� NISSO
_ Al.omie Or N CATCH BASIN [3 c ■ ca n'!
s
1 DROP MET ❑ a M 01 aT•
N.ocLavoad Q YARD INLET ❑ „ ■ VI
JUNCTION BOX ❑ .0 0 JB �r
-- -- I SANITARY SEWER - — - as- — - NW a
— Martin Luther vmg jr. Pkwy SEWER FORCE MAIN — —
- aFM- — - NBFY-
\ SEWER MANHOLE O W
SEWER VALVE D4 N °V
--- � N
AIR RELEASE MANHOLE Oun 3 o
SEWER CLEANOUT oco O CO C h 6
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WATER LANE - — - +ri- — - N12W . I g1 o z
FIRE HYDRANT ,D rr ♦ Fli O E z a
WATER METER ow ■ ,TZ
/ / \ ^•J� /J\ /� WATER VALVE 04•v
GAS LINE ! / - - -p - -- N2O OZ
\ CAS VALVE DG GV q�j N 3 �,
UNDERGROUND POWER - — - UE - — - F7�j
OVERALL SITE MAP ® PROA= A OVERHEAD POWER - — - OE
REA - — -
SCALE 1' a GOO' SIN v Y
POWER POLE Eli PP �O i<
GUY WIRE E- I
STRUCTURE IM
GUY P0
LAM
P POLE soup
REFERENCE PROFILE AUGMENT SERVICE POLE 0 SP N
TYPE NUMBER LIGHT POLE OLP
ELECTRIC MANHOLE OE Q p
ssMH - A 1 ELECTRIC TRANSFORMER [ptw• O:uj o
ELECTRIC BOX B amt W ( Z
S UNDERGROUND TELEPHONE - — - UT- — - ON S
TELEPHONE PEDESTAL ❑rm
' C�J PIPING TELEPHONE MANHOLE (D TM CL
L UNDERORD. CABLE N - — - oTV- — - � U
ri�ok Dr S�1, REFERENCE PROFILE ALxiIOIENr NUMBER CABLE N PEDESTAL 0 p � d Ld
!' C MALL Box cm � F
Almdak M N O A - t UNNERORD. FIBER OPTIC LINE _U_M Q (L
D
SHT. C -02 '� U o UNDERGRD. TRAFFIC LOOP o-a J> I m
N N to s DETAIL REFERENCES
E ( ) Y W z a j
Lwood Or A (A911NDONED) PIPE IDENTTFIER /��� DETAIL NUMBER LWyJ Q
SHT. C -06 SHT. C -05 F (FUTURE) LINE SIZE /� -+vii SHEET WHERE
-- - - - - -- (TEMPORA" A R DDETAIL Q
T W
- � a
DETAIL DETAIL NUMBER N
IDENTIFIER amipno SCAM* NONE SHEET WHERE DETAIL
SO STORM DRAIN 6 H070 FINAL DESIGN OWA � wa S"MI La
USED -- S sANRARY SEWER Tw - O � Pugs. NOT RELEASED 12 -CI214 G -01
SHEET INDEX MAP un PR" 1m.
SCALE: 1- a 2W W WATER FOR CONSTRUCTION
FM FORCEYNN 31828818 02 v 22

BLS
EXISTING STRUCTURE /BUILDING
TO BE REMOVED
NEW STRUCNRE/BUILDINO
EXISTING PIPING
SEMON REFERENCES
SECTION LETTER
SHEET WHERE SECTION APPEARS
SECTIQN SECTION LETTER
SCALE: 114- e 1-0 T SHEET WHERE
SECTION 6 CUT
OPH USED TO INDICATE THAT SECTION
SHORN 6 OPPOSITE WAND.
SIM USED TO INDICATE THAT DETAIL
SHOWN 6 SIMILAR.
GENERAL CONSTRUCTION NOTES
1. ALL WORK SHALL COMPLY WTN APPLICABLE STANDARDS. ORWNANC&. REGULATIONS NO
OTHER REQUIREMENTS OF THE NORM CAROLINA, DEPARTMENT OF E ARpLHNT, HFALTI
Am NATURAL RFSOURCEi = THE NCDEEOI DIVISION OF ENVIRONMENTAL
WNIOEYDR. TE LI.s OF ENGINEERS, THE U.S. EMA OMMIENDIL
PROECION AGENCY, THE NORM CAROLINA, DEAR" OF LABOR AID THE us.
OOCUPNTONAL SAFETY AND HEALTH AaOLLSIROOI , AD ALL OTHER LOCH, STATE AM
FEDERAL AGENCIES, HNMDD JuRISCINATION OVER ANY OF THE PORTIONS OF WORK
ASSOCIATED WITH THIS PRQIECL AGENTS OF EACH OF THESE AGENCIES HAVE LEGAL
ROM ro ACCESS AND INSPECTOR OF MY AND ALL POTIONS OF THE WOK AND SITE
AT ANY TIME, SCHEDULED OR UNSCHEDULED. ANY FEINLTES. FOES OR VIDIATOI S
SHALL BE AT THE THEIST OF THE CONTRACTOR UNLESS THE RESULT OF THE ACTIONS
OF OTHERS,
2. US CORPORATION - NORTH CMaDM (URS) WANES AM AND ALL RESPONSOM
AD/OR LABILITY FOR PM&M ARISING; FROM DEVNTON FROM THESE DORMERS ND
THEIR DESIGN INTENT. AND/OR FROM PROBLEMS ARISING FROM THE FAIRE OF OTHERS
ro MOTOY 1X6 AND OR FOLLOW URS GUIDANCE COKDERIDHG ANY ERRORS OMISSIONS
OR WHICH MAY HAVE BEEN FOUND HEREDL ANY PROPOSED
ALTERATION OR DEVIATION ON MCDOT RIGHT- OF-WAY REALM AN APPROVED REVI10N.
& ALL DISTURBED AREAS, [INCLUDING BUT NOT WED m. PAVEMENT. DITCHES, HEAD
WALLS, ETD WAIS, CULVERT PEES, CURB- AID -OUTML UTILITIES, DRNDIUM, SEiS.
"An BOXES FENCES. tANlsl•IwING ELECTRIC FENCING, IRRIGATION SYSEM6. ETC., SWILL
BE REPAIRED TO A CONDITION EQUAL ro OR BETTER THAN THOSE DIESNXG PRIOR ro
Oa611RUCIl01L F R 6 DETERMINED BY THE OWNER THAT A REPAIR WOULD BE
0611IFFDCmR, THEN REPLACEMENT OF THE DISTURBED FEATURE WILL BE REQUIRED. ANY
SUCH REPLACEMENT SHALL BE AT NO ADDITIONAL EPENSE TO THE DINER.
4. THE CONTRACTOR SHALL CONSTRUCT THE IMPROVEMENTS IN SUCH A WINDER AS TO
MINIMUM DAMAGE ro EOSIM TREES. SHRUBS, AND LANDSCAPING LOCATED a THE
PUBLIC RIGHTS-OF-MY NO ROADWAY PAVE EMM THE CONTRACTOR SHALL PROVOS
THE HOMEOWNER WITH AT LEASE 14 DAYS PIRIOft NOTICE OF REMOVAL OF THE
LANDSCAPING IN THE ROH6- OF-WAY SO THAT DU MAY MINE R AT THEIR OWN
EXPENSE. LANDSCAPING FLAMM LOCATED IN THE RIGHT-0F -WAY WILL NOT BE
REPLACED AND SMALL BE E 4 WEE OF PROPERLY BY THE CONTRACTOR AT NO
ADDITIONAL ELPENSE TO THE OWNER
5. CONTRACTOR TO NOTIFY ENM91R OF ANY DISCREPANCIES IN EXISTING CONDITIONS OR
DESIGN PRIOR TO CONSTRUCTION.
& ACCESS FOR MAIL AND PAPER DEANERY SHALL BE MAINTAINED TNRCOHOUT
COIISIRUCRON. DISTURBED MAR AND PAPER BOXES AND DRIVEWAYS SHALL BE REPAIRED
ANC/OR RESTORED ON THE SATE DAY. ACOE55 FOR SCHOOL BUSES NO ALL
PPAG DELIVERY VEHICLES. ETC.. SHALL TOtOKROI/f CONSTRUCTION,
7. DIGRESS AND EGR6.S SALL BE MAINTAINED TO ALL B16aESSER AND OWHELODS
AFFEM BY THE PROJECT. SPECIAL ATTENTION SMALL BE RAM M CHURCHES AND
FIRE HVDRWM
S. PROPER TRAFM CONTROL DEVICES, SIGNS, ETC. SHALL TE DISTNIID ro ENSURE PUBLIC
SAFETY IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND ANY SUPPLEYE TS flEREN. TRAFFIC DEFECT= AND
SIONLOWIM LOOPS SHALL BE PROTECTED DURING CONSTRUCTION. ANY DISTURBANCE
OF SUCH CONTROLS SHALL BE REIN TATED BY THE CONTRACTOR TO THE SATISFACTION
OF
THE OWNEJLCITY OF WILMINGTON, OR NEW HANOVER COUNTY AT NO ADDITIONAL COST TO
S. ALL WOK SHALL BE CONFINED TO WITHIN THE NCOOT RIGHT-OF -WAY CTY /COMA(
RIGHT OF WAY. ND /OR ANY OWNER PERMANENT ROM -OF -WAYS• AND TEMPORARY
EASEMENTS UNLESS SHOWN 07HM RISE ON THE PLANS. CONTRACTOR SHALL PROVIDE
NCDOT. CRY OF WOM INCA ON, OR NEW HANOVER OLMRY A MINIMUM OF 48 HOLM
NOTICE PRIOR TO COMMENCING NCNi ANY CONSTRUCTION ACTIVITIES WITHIN THE RESPIOMWE
RIGHT-W -WAY.
It THE CONTRACTOR SHALL KEEP ONE RECORD CORY OF THE DRAWINGS, SPEC NA ONS,
ADDENDA MOOFTCATOI6. AND SHOP DRAW= AT THE SITE IN GOOD ORDER AND
ANNOTATED AT LEAST DALLY TO SHOW ALL CHANGES WADE oKDHO THE CO6TRUCTION
PROCESSS, AS -BUO.T IIIFORNAIION (DOLUOOO DOENSIOI6, w1ER" EDSNIG UORGES)
SWILL ALSO BE DCWDED ON THESE DRAWINGS
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPERTY OWNER( AT
LEAST 48 HOURS PRIOR ro AMY CONSTRUCTION ACTIVIT S TARO PLACE AL OR OR IN
THE IMMEDIATE VICINITY OF THEIR PROPERTY SUCH THAT ACCESS TO THEIR PROPERTY
WOULD BE KPARED. IN NO CASE SHALL THE COMPLETION OF WOK PREVENT THE
ORNER(S) ACCESS TO THEIR PROPERTY.
It UNTIL PAVEMENT 70H OF PERMANENT PAVEMENT RESTORATION, RESTORATION,, BUT NO LONGER THAN 45
DAYS FROM TIE OF GROW CUT. THE CONTRACTOR SHALL USE THE APPROPRIATE TYPE
OF PAVEMENT PATCH CONSISTENT WITH THE EXISTING PAVEYEN SECTION OR IN
ACCORDANCE WITH TEMPORARY FAVFMENIF DETAO, WHICH EVER 6 GREATER
I& WHERE NEW CONCRETE OR PAVEYER 6 RFAUOED NET ro EGSIKG PAVED SURFACES
OR SIGEIRAL sATCLT Ex6TIIO cnNCa1TE al PAMEmNr m 1 F7. MDDRM BEYOND
IDOLS OF ATION AD REMOVE EOSNO NAM AS REQIAHED ro INSTALL NEW
MATERIALS REPLACE REMOVED CONCRETE OR PAVEImQ WITH NEW WTERNL&
14. COMPACTED GRANULAR BAC100L 6 ro BE USED WIEFIM CENERIDE OF SEWER OR
FORCEAAUN 6 5 FEET OR LESS FROM EDGE OF ANY PAVED SURFACE, INCLUDING GRAVE,
AND IT SHALL ALSO BE USED TO A LOOT OF 5 FEET BEYOND EDGES OF SURFACES
OTHER PLASUC AS DRIVEWAYS OR WAKE. COMPACTED eAODUL SHALL BE USED IN ALL
1& IN THE EVENT OF AN UNSCHEDULED WATER OR SEWER SERVICE INTERUPIDII NOTIFY
IIDEDVOELY THE ON-CLL EMERGENLY sto- 332 -8585. ADDITOIWLY NOTIFY
iKE PROJECT RE7fHSENMiNE AND TE CFPIN PROJECT aLRACT OF THE DITERdUUP11DIL
16. ALL SCHEDULED INTERRUPTIONS OF WATER AND SEWER SERVICE ro OWNERS CUSTOMERS
SHALL BE COORDINATED WITH THE MUM AND MMEIL NOTICES OF ALL SCHEDULED
INTERRUPIONS SHALL BE PROVIDED IN WRITING TO PROJECT RE - MMATNL THE
CONTRACTOR WILL BE REQUIRED TO HAVE ALL MATERIALS AMID EQUIPMENT ON THE JOB
SITE wom -TWO (74 HOURS PRIOR TO ANY PINKED SERVICE DITERMUPITON.
17. EXISTING WATER MADIS AND WATER SERVICES MAY BE THEN OUT OF SERVICE
1&
GENERAL CONSTRUCTION NOTES (CONT.)
19. ALL NEW SANITARY SERER MANHOLES ES WITH ASSOCIATED PEES DIAMETER 18 -DOH OR
LARGER SHALL BE A MDDIUM 5-FOOT DOER DIAMETER. SEWER MANHOLES WITH
ASSOCIATED PIPE DIAMETERS LESS THAN 18 -IDEA SWILL BE A MI DIUY 4-41007 IOEIN
UTILITIES
1• THIS 00K61RIOTION 6 ro EE IN STRICT COMPUAIn WITH THE WTH COMM
POLICES AND PROCEDURES FOR ACCOIWODAIING UTILITIES ON MONDAY RIGHTS OF WAY'
MANUAL.
2. THE CONTRACTOR SHALL CALL WORTH CAROLINA ONE CALL AT 1- 800 - 832 -4948 AT
LEAST 48 HOLM PRIOR ro BEGDIIDO ANY EXCAVATION.
3. THE COMRACTOR SWILL COMPLY WITH THE PROVISIONS AND REQUIREMENTS OF THE
NORM CAROLINA OVEBffAD HIGH VOLTAGE UNFS SAFETY ACT AS A MINIMUM, THE
CONTRACTOR SHALL:
A CONTACT THE ELECTRIC UTILITY 48 HOURS PRIOR TO OOMIAMING WORK F THE
CONTRACNR•8 TOOLS OR MATERIALS WILL NRUDE ro WTHIN SDI (8) FEET OF
AN OVERHEAD POWER LINE
& COMALT THE ELECTRIC UNITY 48 FOURS PRIOR TO COIOmOMO WORK F
COVERED WUNMDNT SUCH AS CRANES OR DBMS WALL BE OPERATED WITHIN
TEN (10) FEET OF AN WNW POWER ODE.
C. POST AND MAINTAIN WAODKG SIGNS WITHIN AND ON THE OUTSIDE OF EDUWHNT
OPERAlD10 NEAR AN OVERHEAD HIGH VOLTAGE LDS.
4. THE DEPTH OF THE LODEAOROIRD UNDIES 6 W810WN. THE CONTRACTOR SHALL
PERFORM SUFFlpEM NUMBER OF POTHOLES TO VOW LOC47M AND DEPTH OF ALL
UTILITIES. THE ENGINEER OR OWNER MAY REDUEbT ADDITIONAL POODLES AT THEIR
DISCRETION. UP TO 2O POTHOLES. WHERE THE COST OF POT HOLM 6 CamDEHD TO
BE ORODEUTAL ANY AOOITOWAL POT HOUNG AT THE DIRECTION OF THE OWNER SWILL RE
CONSIDERED AS ADDITIONAL COMPENSATION. POT HOLM 6 NOT ALLOWED IN THE
PAVEMENT SIDMON FOR MCDOT RIOHT-0E- WAYS. EXCEPT WHEN DFUCIILY APPROVED BY
MCDOT.
S. IORQOW& AND VERTICAL LOCATIONS OF ENS G UNDERGROUND UTILITIES ARE
APPROMNTE OILY AND SWILL RE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE THIS EFFORT TO ALLOW SUFFICIENT
TIME ro COORDONTE WITH THE UNITY COMPANIES ANY ERRORS OR DISCREPANCIES
FOUND SHALL BE REPORTED TO THE OWNER BUM PROCEEDING; WITH THE WORK.
6 THE CONTRACTOR SHALL DETERMINE THE UTUDY COMPANIES AFFECTED BY TICS PROJECT
AND REVIEW THE PLANS TOM THEN TO CONFIRM THE PRESDICE OF UNITES OR LACK
THEREOF ON ANY PORTION OF THE STM THE CONTRACTOR SHALL MAKE SAI6 AMM
ARRANGEMENTS WITH THE UTILITY DOM TO ADJUST THE UTILITIES. TIDOW MY BRACE
POLES. RELOCATE GUY WIRES, PROVIDE TEMPORARY SERVICES OR DRIER ITEMS OF WORK
REQUIRED. THESE REQUIREMENTS SHALL BE COMPLETED PRIOR TO THE CONTRACTOR
PEPERiFOO18MO � a THOSE AREAS. WORK ASSOCIATED ARM THIS ITEM 6 CONSIDERED
7. CONTRACTOR TO EPOSE EXISTING UTDITIM WHERE COSTING UNITES AND STRUCTURES
ARE INDICATED AS BOW IN THE LOE OF THE PROPOSED I PROWEIEQ. THE
CONTRACTOR SWILL EPO6E THEM. AS SHOWN ON THE PLANS OR AS CONED BY THE
DICKER. THIS WORK 6 M BE DOTE SUFFICENILY IN ADVANCE OF THE OOISIRUCIIOII
OPERATORS TO PERMIT ADJUSTMENTS IN LINE OF WADE, F REpUOM TO EDINATE
OREFFEENCESS, EHRING PIPES OR CONWRS CROSSING THE TRENCH. OR ORERWSE
EXPOSED SHALL BE AXEONTELY BRACED AND SUPPORTED TO PREVENT DAMAGE UNITY
SERVICES BROKEN OR DAMAGED SHALL BE REPAIRED AT ONCE TO AVOID pDONE IE CE
TO CUSTOMERS. STORY SEWERS STALL NOT BE INTERRUPTED OVERNIGHT.
& IN AREAS WHERE THE OONIRACIOR'S OPERATIOIS ARE ADJACENT TO OR FEAR A UTUIY.
BUT NOT IN DIRECT CONFLICT. AND SUCH OPERATIONS MAY CAUSE DAMAGE WHICH MIGHT
RESULT IN CO SMERABLE EXPENSE, LOSS AND DIOONVE IE CE, THE CONTRACTORS
OPERATION SHALL BE SUSPENDED (ROIL ALL ARRINE'10ITS NECESSARY FOR THE
PROTECTION THEREOF HAVE EDEN MADE BY THE CONTRACTOR
9. HOSE UTILITY SERVICE LINES - Nor ALL HOUSE MR SERVICE LIES ARE SHOWN ON
THESE RAN&&, THE CONTRACTOR SFINL LXEWSE YALE ARRANGEMENTS TO HAVE EACH
UTLIY LIE LOCATED PRIOR TO EXCAVATN. IN FRONT OF A RESIDENCE, ANY HOUSE
SERVICE UNITY DAMAGED OR BROKEN SHALL BE REPAOED AT THE CONTRACTORS
EPE SE LOESS THE UNITY WAS NOT ACCURATELY LOCATED BY THE UTILITY COMPANY
10 WHEN EXCAVATING THE JACKING AND RECEIVING PITS THE CONTRACTOR SHALL TAKE CARE
AS TO NOT DISRUPT BMW UNITES CONTRACTOR SHALL BE RESPONSIBLE MR
DAMALES TO Ea4rIIO UTILITIES AND SAL RUM ANY DAMAGED UTILITIES TO ORDINAL
CONDITION AT NO ADDITIONAL COST TO THE OWNER.
11. CONIRACDRYS COST FOR UDJTY COORDINATION INCLUDING BUT UDR LOOTED TO THE
FOLLOWING SHALL BE CONSIDERED INCIDENTAL AND SUCH COSTS SHALL RE DELLIGO IN
OTHER TEL& OF WORK
A COST OF UTILITIES REPLACEMENT. RELOCATION AND /OR YANGENANCE.
B. COMPACTION OF ALL UTILITY TREiCHM
C. COSTS TO REPAIR ALL LITLITIES DAMAGED BY CONSTRUCTION.
D. COSTS ASSOCIATED WITH COORDINATKIN WITH UTILITY COMPANIES.
E MEASURES REOL R D BY THE UNITY COMPANY. AND COSTS INVOICED BY TE
UTTITY COMPANY FOR WORK PERFORMED BY THY.
UTILITIES (CONT.)
It THE 170SWp CONNUMONTIMSAmm UNIS THROUGHOUT THE PROJECT AREA AND AS
SHOWN ON THE WANDS OILY DEPICT THE PRESEIICE OF ONE (1) LINE FOR CARITY,
BUT IN MANY CASES ADMOK LIES (UP m 5 OR YOREi E W NANO THE PROPERTY
FRONTAGE THE CONTRACTOR SHALL V�BFY 7lOi IACAt16N a THE Fi1lD TNtlOR m
I& THE GRAVITY SEWER SERVICE LATERALS AND CONNECTION HAVE NOT BEEN SHOWN ON
THE PING. THE CONTRACTOR SHALL PROVIDE NEW SANITARY SEWER SERVICES TO ALL
PROPERTIES ADJACENT TO THE NEW SEWER BONES, PER CFPw STANDARD DETAILS. FOR
PROPERTIES WHERE SEWER SERVICE 6 EXISTING AND WILL BE REPEALED, PROVIDE A NEW
SERVICE ro THE PROPERTY LDS AWM FOR WMEICPON ro THE EXISTING PRIVATE
SERVICE LIE. FOR KEN SEWER CUSTOMERS, PROVIDE SERVICE LA79ULS ro THE
AGREED UPON LOCATION AT THE PROPERTY LINE CONTRACTOR 6 TO COORDINATE THE
FMK LOCATION OF THE SERVICES WITH ALL NEW C STOMIM PIOVOIND THE
CUSTOMERS WITH CFPUA SEWER SERVICE LOCATION FORM. AFTER RECEVI G FEEDBACK
FROM THE PRIVATE PROM OWNER, THE CONTRACTOR WILL STAKE 0'X2748'
THE COST OF T�6 agIIDED a THE VARIOUS SANITARY SEWER Bm ITEMS
OWNER.
GRAVITY SEWER SERVICE LATERALS TO NEW CFPUA CUSTOMERS SHALL BE 410 , PER WIRINGS. ALL IDOMING SEWER
SERVICES SHALL REPLACED WITH BW ON THE IN ACCORDANCE WITH ORANDIGS AND
SPECIAL A70a
SURVEY DATUM INFORMATION
I. ID NO CONDITION AND TOPOGRAPHIC SURVEY PERFORM BY L SCOTT BAGGIE (NC
PROFESSIONAL SURVEYOR L- 3450). PLS OF PROGRESSIVE LAND DEVELOPMENT
CONSULTANT$ PA (PLDC). GATED AUGUST 2012.
2. SAM MEETS FEDERAL GEOGRAPHIC OATH COMMITTEE SDINOAROS AS MPUCABL& THAT
THE OROaAL DATA WAS OBTAINED ON AUGUST 5. 2012 G THAT THE CPS FELD LOCATION
WAS COMPUTED ON MOM 10. 2012; THE PRIMARY STATE PLANE COORDINATES SHOWN
HEREON ARE NORTH CAROLINA STATE PLANE COORDINATES, WITH HORQOMAL DATUM RAM
ON THE AND LU (ISRS MM, AND VERTICAL DATUM SM ON INYDIM (GEOID 09)
ADJUSTMENT AS OBSERVED BY THIS OFFICE USING TRIMBLE GNSS MODEL 3 R-5 SURVEY
GRADE DUAL FREQUENCY RMEIVfl6,
S INC GRID COORDINATES FOR KOWA PRIMARY CONTROL POINTS WERE ESTABUSHED
USING NODS 'MRS' NETWORK; ALL GOER COORDONTES. UNLESS OMFRW6E NOTED. ARE
LOCALIZED GROUND COORDI NOES DERIVED FROM CONVENTIONAL METHODS BY THE
SURVEYOR'S OFFICE; THIS SURVEY WAS COMPILED TO MEET THE A946 SGWDAROS FOR
CLASS 1 MAP ACCURACY AT 1 . 600 ( 1' a 50' ).
4. TEMPORARY BENCH MNRK6 (TBY) ARE SHOWN ON THE DPoAWDOS AND [COMM ON THIS
S M. VRS DERIDED 70 CONTROL WAS ARE SOD TRAVERSE RAILS
5. A SUBSURFACE URUTY INVESTIGATION WITHIN THE DEUNEITTED SURVEY LIDS WAS NOT
PERFORMED. THE DEUNFATED STOIWI WATER AND SEWED SYSTEMS WERE LOCATED USDKI
VISIBLE STRUCTURES. ALL SUBSURFACE ION - GRAVITY UTILITIES SHOWN ON THE PLANS
WERE NOT FIELD LOCATED. THESE UTLlES HAVE BEEN DOORPORKI D FROM O6 DATA OR
OTHER BEST AVAILABLE INFORMATION. CONTRACTOR 6 REQUIRED TO PERFORM A THOROUGH
UTLITY LOCATION EFFORT. INIUONO FEUD VERIFY ALL MUM PRIOR TO CONSTRUCTION.
& CONTRACTOR TO VERIFY UTILITY LOCATIONS AND ELEVATIONS BEFORE
CONSTRUCTION. F CONDITIONS OFFER SIGNIFICANTLY FROM THOSE SHOWN ON
THE PLANS NOTIFY THE ENGINEER aMEDIATELY.
7. ALL WOK FOR THE PROJECT SHALL CONFORM TO THE PROJECT SPECIFICATIONS
FOUND IN THE PROJECT MANUAL AS WELL AS THE NCDOT STANDARD
SSECFICATONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION. IN THE EVENT
CONFLICT IN SPECIFICATIONS EXIST. THE NCDIDT STANDARD SPECIFICATIONS FOR
HIGHWAY CONSTRUCTION SHALL GOVERN.
& UM17S OF DISTURBANCE - 5.0 ACRES
PRIMARY NORTH CAROLINA
STATE PLANE PROJECT CONTROL
Tell, 180.120A71 2.D7A5S770 ,331 MFOUD
Te112 1SSM 122 2.270210,100 1112 Fe(FOUD
Tema 180,473,477 2237710,431 17A1 MAOSET
Tom: iSems2� 2230Ap 130 4AS IVA BET
Yam e 110,11e 70S 2.730A00.7u SM mmG SET
TSme 188Aa6,0S1 2A30=AA T1AU mmG3ET
TSm7 18e,e10 IQ 2X0271,000 013 MOSEY
Tema 188,401,427 2237A70= SA mmi SET
STATE DIME GOORDaMTE VALUES ARE IN
U,0. SURVEY FEET(NAD 1=1NSRS 2W)
ROADWAY AND DRIVEWAY CROSSINGS
FOR CIARITY THE FOLLOW SCEDULE CUTMER THE CONSTRUCTION MEIILOD TO BE
USED FOR ROADWAY AND DRNEWN CROSSINGS AND REPAIR ON THIS PROUEEW:
•
JACK AND BORE ALL CROSSINGS (YARI/SERVICIM FOUR KIM AVENUE
• OPEN CUT ALL OTHER ROADWAYS AND DRIVEWAY CROSSINGS
DRIVEWAY REPAIR
REPAIR ALL DRIVEWAYS TO MATCH MORK AND GRADE POOR TO COSTRUMM
COMPACT TO MIN 00 PROCTOR AID REPLACE FINAL GRADE SURFACE ACCORDING
TO SPE:IICAIKNI SECTION 025W PAVING AND SURFACE IESTOWOKM.
. CONCRETE REPAIR ro NEXT JIM IN EITHER DOMMI O L NOT TO EKC® ASPHALT 22F FEET BEYOND DAMAGE IN EITHER DIRECTION. MEASURED
PEPEIDK.ULAR
TO THE DRIVEWAY.
ROADWAY REPAIR
ALL YS a THE PROJECT AREA ARE OWNED BY I COOT AND MUST BE
REPAIRED TO MCDOT STANDARDS, AS SET MIT IN THE SIECIF 705 AND DETAOS.
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
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ABBREVIATION WORD
A E
R AGGREGATE IS FLARED END SECTION PERM PERMANENT NCDOT GENERAL NOTES NCDOT GENERAL NOTES (CONT.)
'k AND F to F FACE TO FACE PERP PERPENDKXILAR
APPD APPROVED FT (OR FEET PL PROPERTY LINE 1. ALL DRY EKWATIONS INSIDE THE THEORETICAL 1:1 SLOPE FROM THE COSTING DINE OF IL INGRESS AND EGRESS SMALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINDS
APPROX APPROXIMATE FPM FEET PER MINUTE LB (OR POUND PANEYDNT TO THE BOTTOM OF THE NEAREST OMAVATION MALL SHOULD BE MADE IN AFFECTED BY THE PIMA=. SPECIAL ATTENTION SWILL BE PAID TO FIE HYDRANTS.
A AREA FPS FEET PER SECOND PSI POUNDS PER SQUARE INCH ACCORDANCE WITH THE FOLLOWING CONDITIONS.
ASPH ASPHALT FRP FIBERGLASS REINFORCED PLASTIC PWR POWER It AMY WORK REgARDIG EMAPLEIR OR PERSONNEL WIND= 5 OF THE EDGE OF ANY
0 AT FLD FIELD PFD PREFERRED A MOVE TRAFFIC TO A TRAVEL LAZE ONSIDE THE UNITS OF A THEORETICAL 1:1 SLOPE TRAVEL LANE SMALL ROOM A LANE CLOSURE WITH APPROPRIATE TAPERSS,
AUTH AUTHORIZED FIG. FIGURE PREP PREPARE FROM THE BORON OF THE NEAREST TRENCH WALL TO Tiff PNVOIEIR SURFACE QIRIXS EOIMPYOIf SMALL BE PARTED AS CLOSE TO THE
AVE AVENUE FlL FILLET PRESS. PRESSURE B. USE ACTIVE EXOIVATXN BIORNO, SUCH AS SHEET PGDNO OEM OF THE SHORING RIiHhOF -MAY LIE AS POSSIBLE AND BE PROPERLY BARRR`ADED DI ORDER NOT TO
AVG AVERAGE FLT FILTER POO PRESSURE CLEANOUT BALL WOUDE THE EFFECTS OF TRAFFIC LOADS AN ENfiW LICENSED IN NORTH HAVE ANY EOUPIENT OBSIRUCIION WITHIN THE CLEAR REODVERV AREA
AZ AZIMUTH FIN. FINISH PT PRESSURE TREATED CAROLINA SHALL SEAL THE DESIGN AS APPLICABLE TO THE SPECIFIC SITE SH ORmm O
FF FINISH FLOOR PROC PROCESS PLANS AND DESIGN CALCU ATIm6 WALL BE SUBMITTED TO THE DN6TON BMW 21. ALL RMDRAY SIM THAT ARE REMOVED DUE TD CONSTRUCTION SMALL BE y
FH FIRE HYDRANT PROD PRODUCTION
FOR REVIEW PRIOR TO CoNsowm TRENCH BOXES ARE NOT AOCU MBIE AS REINSTALLED AS SOON AS POSSIBLE.
BL BASE LINE FLANGE PF PROFILE BODRDD, 2Z ExomaTION MATERIAL BALL NOT BE PLACED ON THE PAVE D(r. DRAINAGE K
FL FLUID PRQI STRUCTURES SWILL NOT BE BLOCKED WITH DICAVATION MTERIALS. MELT THE SIXTOVIDE BORROW CRITERIA. BEG BEARING FWD FORWARD PROJECT G BBACKFI L THE TRENCH IN ACCORDANCE SECTION THE 09 ML 2a MANHOLE RINGS NO COVERS, VALVE COVERS, AND STORM DRAW MATES AND ERNES
M BENCH MARK
FOAL FOUNDATION
ea BEVELED END BAN FM FORCEMAIN R RADIUS ®tMGB,L W - PIACEO IMS- �NOf 7O � LOOSE � WMLLAYBRD F THE TRAFFIC BEARING TYPES APPROVED BY ROOM FOR USE WITHIN
BS BOTH SIDES FREQ FREQUENCY RR RAILROAD COMPACTED 70 AT LEAST 95X OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE
SOT BOTTOM FR FRONT RECD RECEIVED IN ACCORDANCE WITH µIRO 799 AS MODIFIED BY NCDOT. 24. PROPOSED TRAFFIC -BEARM MANHOLE SHALL BE FLUSH MOUNTED AND SMALL BE OF
B/ BOTTOM OF REC RECORD A NCDCT APPROVED OESIMI FOR MS-20 LOADING.
BC BOTTOM CHORD REF REFERENCE E AT THE FIRST SIGN OF A TRENCH FAILURE, IMMEDIATELY BADOI L THE TRENCH WITH 25. BORE PIT DIMENSIONS BONN ON THE PLANS REPRESENT THE WISE AREA OF THE d
BRK BOUNDARY GAL GALLON REF L REFERENCE LINE MAlE]IAIS CONSISTING OF A-1, A-3, M2-4 SODS OR A-4 SINS fNVIIi A PR. CONTRACTOR SHALL FOLLOW ALL NCDOT AND OSHA RE000ff'VOT$ MCL UDING.
BRK BREAK RCP REINFORCED CONCRETE PIPE MAXIMUM OF 45L PASSING A N0.2DO SIEVE AND A MAXIMUM P.I. OF & CEASE ALL
BRDG GALA GALVANIZE WORK AND COMM THE CABON 049MM THE CONTRACTOR S REQUIRED TO &!T NOT LIMITED T0, BORE PIT SLOPING REQUIREMENTS.
BRIDGE GEN GENERAL REINF REINFORCING
BLDG BUILDING ( GRADE REM REPAIR ANY DAMAGE TO THE PAVOEIR CAUSED BY THE EXCAVATION OF A NCDOT 2& NO LANE CIASI OR IMPEDIMENTS TO TRAFFIC SMALL BE ALLOWED ON K RR AVE v @
BV BALL VALVE GL GRADE LINE REQ REQUIRE APPROVED OEM FOR NS-20 LOAOM ON HOLIDAYS AND LOGY. EVENTS NO LANE CLOSURES BALL TAKE PLACE ON KERR
BFV i
AVE BETWEEN &OCAY TO 9AOAl1 AND 4AOPY TO LOOPY g �y
BUTTERFLY VALVE OLD GROUND REQD REQUIRED F. ALL TRENCH E{MIVAWN INSIDE THE 11HOS OF THE 7HEMfflICAL 1:1 SLOPE AS & 8
RES RESIDENTIAL DEFINED BY THE POLICY. SHOULD BE COM PLMY BAC FILL D AND COMPACTED AT 27. NCDOT RESERVES THE RIGHT 70 CHANGE THE TUB OF Miff CLOSURE ALLOWED ON
REV REVISION(REVISED) Tiff END OF EACH CONSTRUCTION DAY. NO PORTION OF THE TRENCH SHOULD BE NCDOT ROADS BASED ON TRAFFIC CONDITIONS. ALLOWABLE HOURS OF CONSTRUCTION
CALC CALCULATE P RJ RESTRAIN JOINT LEFT OPEN OVERNIGHT. MAY BE ADJUSTED TO PROVIDE A MINIMUM OF 7 HORS PER DAY, NOT NECESSARILY
CB CATCH BASIN RRMP RAILROAD MILE POST COTWWUS, OF WOWS TIME ON NCOOT ROADS
CIP CAST -IN -PLACE HOPE HIGH DENSITY POLYETHYLENE RT RIGHT G THE lE1GRN OF PARALLEL FXGVAl10N SHOULD BE IDMRED TO THE ll7m'IH
CI GIST IRON H.P. HIGH POINT RH NECESSARY 70 INSTALL AND BAC FU ONE JOINT OF PIPE AT A TINE NOT TO
HOR HORIZONTAL RIGHT WIND EXCEID TWENTY FIVE 25 FEET. M
CAST CATALOG HR HOUR R/W RIGHT OF WAY ( ) j
CEMENT HW HANDWHEEL OR HEADWALL C H. AN APPROPRIATE PERFORMANCE BOND SCUD BE POSTED FOR A PERIOD OF TWO .. •v
CL CENTERLINE ��NE HYD HYDRAULIC S :2) 1D FIVE (s) YEARS TO DOM ANY LOW TERM PAVEMENT WAITS WNICN MAY BE w�T
CG CENTER OF GRAVITY SCH SCHEDULE AS A RESULT OF THE INSTALLATION.
CC to C CENTER TO CENTER SL SEA LEVEL L MmLRIDMDER SHALL BE BELOVED SUFFICIENTLY 1p BE A MY E7(CAVAl10N PRIOR 10 a SECOND cHHALA CHAMFER IN. (OR' INCA+ SEC 7 SECTION 00ANXTIMM PROHIBITED CONSTRUCTION ACTIVITIES
CO CHANGE ORDER UPS INCHES PER SECOND a
CHAN CHANNEL INCL INCLUDE SO STORM DRAIN 2. AN EECUIED COPY OF A NCDOT ECROAC MINA AGREEMENT WILL BE PRESENT AT THE 1. USING ANY BIBSIA CE OTHER THAN WATER 70 CONTROL DUST.
SHW STRAIGHT HEADWALL
CHK CHICK INTO INDUSTRIAL SIM SIMILAR CONDITIONS WARRANT ASUCH ATtON. NCDOT RESERVES THE RIOT FURIIUR UNIT. 2 OPEN &IMRIIG OF PROJECT DEBRIS WITHOUT A PERIQf. THE CONTRACTOR SMALL BE ALL TUB DURING CONSTRUCTION. IF SAFETY OR TRAFFIC
CV CHECK VALVE INFO INFORMATION
CID CHORD ID INSIDE INSIDE FACE S SOUTH RESTRICT. OR SUSPEND OPERATIONS WITHIN THE RCFII O WAY. $ ,
RESPONSIBLE FOR COMM THE FERYR OR DISPOSING OF THE TREES AND SNIPS.
aft CIRCLE IF INSIDE FACE SS SQUARE a NCDOT DOES NOT GLP AMEE THE ROM OF WAY ON THIS ROAD. NOR WILL R BE A N !
CIR CIRCULAR INV INTERSECT SS SANITARY SEWER R
INV INVERT STD STANDARD RESPO�F FOR ANY MAIN FOR DAMAGES BROUGHT ABOUT BY ANr PROPERTY pWlmt a MY SU OF WATERS, SEDOIENT-LAOEN
ST AM C FROM 6 ANY ES AN OR E)ICAVATgNS nNro rn .
Co CIRCUMFERENCE STA STATION m' REASON OF 7H6 NLSMLLAIgII ANY SURFACE WATERS, ANY SIRFAY COIiAmMNS, ANY WERAImS. OR STORM SEWERS. C
CO CLFANOIIi I IRON U3
CW CLOCKWISE SUR SURFACE 4. THE CONTRACTOR S REQUIRED 70 COMACT THE MPROPWIE UTILITY CDRPOM 4. DISCENRfING POLLU/MNiS - SUCH AS CIE]OG1l$ FUELS. LUBA1Ci1Ni5. BIIIImU15 zP
CID COATED SY SQUARE YARD INVOLVED AND MAKE SITTWAC ORY ARRANGEMENTS TO ADJUST THE NOTES IN CONFLICT MATERIALS. RAW SEIMff - AND OTHER HIA HIDW WASTE ERO OR ALONGSIDE RIVETS. �4g' oz
COL COLUMN JCT JUNCTION 5IN SYMBOL WITH THE PROPOSED WORK PRIOR TO BEGINNING C0HH6TRIICIIDK STREAMS. IMPOUNDMENTS OR INTO NATURAL OR WAN -MADE CIMOIUS LEADING THERETO.
COMB. COMBINATION JB JUNCTION BOX SIDEWALK y, THE CONTRACTOR BALL CON
Co
COMPANY STRUCTION NOT BEGIN THE CORUCTION UNTL WIER THE TRUM C Q Z G y
CONC CONCRETE CONTROL AND EROSION CONTROL DEVICES NAVE BEEN INSTALLED M THE SATISFACTON w Cj g d
LAT LATITUDE TANGENT O THE DLS'TRICT ENDIEEt. SS ON�PROPERIY�WWX: p PREVgUSLYSPEOIFIEDTIff p z
CMP CORRUGATED METAL PIPE / 5� -
CON CONCRETE MASONRY UNIT LT LEFT TPR TAPER & T.�THE ANG/TRA07M W1 CTIONS WITH A OT BE LEFT EN OR OWNER FOR � PURPOSES. z E
CONN CO L.P. LOW POINT KIP THOUSAND POUND AND PROVIDE A COMPETENT PERSON ON SIIE M SUPERVISE EI'AVAlgll AT ALL 11YES & OLSPO600H OF EXCESS OR UNSUITABLE EXCAVATED MATERIAL IN WETLANDS OR FLOOD
ANT CONTINUOUS J� TOT TOTAL 7 ALL FILL ARFAS/BACOOL BALL BE COMPACTED IN ACOOFMANM WITH THE
GLADES, EVEN WITH THE PERI0551011 OF THE PROPERTY OWNER.
CORP CORPORATION MH MANHOLE SIPEYLFId►TDNS AND NCDOT STANMItDS 7. OD�PoID4AlE ARBITRAMf, OR CAPRCIOtS OPERATION OF EQAPYDT IN ANY yTREAMI F7�i
XSECT CROSS SECTION MAN. MANUAL TYP TYPICAL
8 VEDIEDONE COYER BALL BE E ILMED ON ALL DISTURBED AREAS IN ACCORDANCE CORRIDORS, WEILAID SLWACE WATERS. OR OUTSIDE THE EASEMENT AREA
CU CUBIC MAN MATERIAL ji WITH THE RECOMMENDATIONS OF THE DIVISION ROADSIDE ONWMWdUL E7DINEER.
CF CUBIC CENTIMETER U UNIT W. FERMANDIT OR USPECIFIED ALTERATION OF THE ROW LINE OF A STREAM.
CFM CUBIC FEET PER MINUTE MAX MAXIMUM UNO UNLESS NOTED OTHERWISE B' AND S PROPER 7E M710M AND PElOiAHM WITH ALL L SMALL S BE USED TO FEDERAL RE CONTROL EROSION � o f
CU CUBIC FEET PER SECOND NEECH MECHANICAL ED AND SEOQIDIMl10N IN ACCORDANCE MATH ALL LOLL, STATE: AND FEDEIIL REDUMTpfS 9. DAMAGING VEGETATION OUTSIDE OF THE CMbTRUCRgN AREA
CU FT CUBIC FOOT APED MEGAN �
CU IN. CUBIC INCH MET. METAL Y t0. ALL UTERUS AND WORKMANSHIP BALL CONFORM 70 THE y,- DEPARTMENT 9E 70. DISPOSAL OF TREES, BRUSI1, ADM OTHER DEBRIS IN ANY SIRFNI CORRIDORS. MET
MAMMOUAMOtm
CU M CUBIC METER M METER V VALVE 11. STRICT CIYPLLANCE MATH TIE LANDS. ANY SURFACE WATERS. OR AT UNSPECIFIED UXATp16 Z
CU YD CUBIC YARD MI MILES VAR VARIABLE
CUR CURRENT MPH MILE PER HOUR VERT VERTICAL ON NxaNw�r RtlNMS OF w►r MANUAL BALL BE REQUIRED.
a MIN MINIMUM VOL VOLUME
DEC DECI MIN (OR �) MINUTE 12. ANY DRAINAGE STRUCTURE DSURBED OR DAMAGED SHALL BE RESTORED 70 ITS ORIGINAL
MAL MISCELLANEOUS N N
MISC -w CONDITION AS DMECIED BY THE DISTRICT ENGINEER. f :+
DEG (OR ') DEGREE MOD MODEL 4J
DEPT DEPARTMENT MOLT MULTIPLE WEIGHT 1a ALL DRIVEWAYS AL70M DURING CONSTRUCTION SHALL BE RETURNED TO A STATE Z
DSGN DESIGN W WIDTH COMPARABLE WON THE CONDITION OF THE DRIVEWAYS PRIOR M CO STRUCITOL o Q
DET DETAIL J� W/ WITH 74 R1lHT OF WAY YOMUtELiS 061URBED OURINIM CONSTRUCTION BRILL BE DtFFERDNCED HT (�
DEV D AG DEVELOP D� T NIC NOT IN CONTRACT Y A REGISTERED LAND SURVEYOR AND RESET AFTER CpSIRkTIDN.
MGM NEUTRAL 14 PROPER TRAFFIC CONTROL DEVICES, SIMS, EFC. SHALL BE TOTALLED TO ENSURE PUBLIC
DI (OR 0) DIAMETER NOR NORMAL YARD SAFETY IN ACCORDANCE WITH THE LATEST EDITION OF TIE MANUAL ON UNIFORM TRAFFIC
DIM. DIMENSION N NORTH YH YARD HYDRANT D ANY SUPPLEMENTS THERETO. a
DISCH DISCHARGE NTS NOT TO SCALE YI YARD INLET A
DUST DISTANCE NO. (OR �) NUMBERS 1& TRAFFIC WILL BE MAINTAINED AT ALL TYES. a
DO DFFTG
DRAFTING 0/C ON CENTER
ONG DRAWING j O� OFFSET
JR'
DI
DR DUCTLE�RON OP'NG OPENING a U
DIP DUCTILE IRON PIPE ONG OR IIINAALL :5 m
P OF OUTSIDE OUTSIDE MFAACCE \0 1 R o
EA EACH OA OVERALL
EF EACH FACE OHP POWER LO
ES EACH SIDE OVF OVERHEAD OVERFLOW W a' a
EN EACH WAY w Z =
E EAST U Ix
0 3 W
ELL
ELBOW
ELEC E
ELEV ELEVATION N
ENGR ENGINEER N
EQ EQUAL
EQUIP. (OR EQ) EQUIPMENT
EST EQUIVALENT ESTIM FINAL DESIGN "m PR" Na aacF
12 -01274 G -03
EXP EXPPAANSON NOT RELEASED
EXT EXPANSION JOINT FOR CONSTRUCTION ""' PR'` N'
3182WIS 04 w 22

PROVIDE NON SNRDaIN
DOUILE STITCHED
TYPE SEAM M
SE.WII M HIGH S
FOR NDICNG NOSE: RINDS[ N PLACE
IEAW DSO LO
OR WIN
FROM OFEMM m AOOOMINAIE
UP TD r IS CHARGE NOSE
SEDDENT DIE
AGGREGATE UDETMAYMNT
w IN" MCOOT N0. 57 STOM
NOTES
1. THE DEWATERING BAG SHALL 13E MADE OF NON -WOVEN GEOTEXTILE WITH
A MIL SURFACE ARE OF 223 SQUARE FEET
APPROVED MMTMM DEVI E( T, LAO) PROVIDE
POEM DRAINAGE TROY SENT BAO m 91AEN1
DISCHARGE HOSES
i- DEWAtERINO PIMP
` INTAKE NOW
CLAN WATM CODE
THAT
I A BN PEm ID
DAY
STREAM
DIVERSION PUSS
- INTAKE HOSE
2. ALL STRUCTURAL SEAMS SHALL BE SEWN NTH A DOUBLE STITCH USING NOTES
A DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH THREAD. 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA AND
a THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4884 STREAM FLAW SHALL BE PUMPED AROUND THE WORK AREA THE PUMP SHOULD DISCHARGE INTO A
Tm METHOD. STABLE VELOCITY DISSIPATER CONSTRUCTED OF RP RAP OR SANDBAGS
4. THE OEOTEKTBE FABWC SHALL BE A 10 OZ NON -WOVEN FABRIC. 2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A
3, DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT DEWATERING BASN. SEDIMENT BAG, OR 07M APPROVED DEVICE, THE MEASURE SHALL BE LocA7ED SUCH
PRE - DISTURBANCE HYDROLOGY IS NOT CHANGED. THAT THE WATER DRAINS BACK INTO TIE CHANNEL BELOW THE DOWNSTREAM SANDBAG OIKE WITHOUT
CAUSING OUTLET EROSION BETWEEN THE SILT BAD AND CHANNEL
OE am 3. AT THE END OF EACH WORK DAY, THE DISTURBED CHANNEL SHALL BE MATTED.
4. WHEN REPLACIIIG THE CULVERTS ON REACH 3, THE CONTRACTOR SHALL PLACE SAND BAGS ACROSS THE
EM70M DOWNSTREAM FACE OF EACH PIPE 70 PREVENT BACKFLOIY OL40MG PUMP AROUND ACTIVITIES
/7- TEMPORARY PUMP AROUND
ml* SCA
SEDIMENT AND EROSION CONTROL NOTES:
UNLESS OTHERWISE MW A7E1, ALL EROSION AND SEDIMENT CONTROL PRMI ES SWUL BE CO SMOT D AND W WA; ED
IN ACCORDANCE WITH TE ER09011 CONTROL LAWS OF THE STATE OF MOM CAROLINA 3PECi7CALLV TIE SEDIMENT
POLLLMIION CONTROL ACT OF 1873, AS AMENDED, AND THE LOCAL EROSION AND Off CONTROL ORMANCES
THE FOU MNO SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SNAIL BE OOORPORAIED Oro THE CONSTRUCTION
SCHEDULE FOR TMS PROTECT AND SMALL APPLY 70 ALL CON SIRUCipN ACTIVITIES WITHIN PRO,ECT UNITS:
1. INSTALL SILT FENCE, CHECK DAMS, AND IMET PROTECTION DEVICES AS DEPICTED ON ORAAWINGS AND IN
ACCORDANCE WITH THE CONTRACT SPECFICA7MNS
2. THE EROSION CONTROL RENEW AND INSPECTION WILL BE ADDRESSED BY MGM CAROLINA DEPARTMENT OF
EIIWRONLENTAL AND NATURAL RESOURCES (NCOENW) LAND QUALITY SECTION.
3. AREAS WOW ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FENC010. FLAGS. SONS, ETC.
4. UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, COMMENCE EXCAVATION AND //QORR
GRADING ACYlVTrM THE CONTRACTOR WILL BE RESTRICTED 70 A 23 FOOT WIDE AREA FOR EXCAVA110N,
EQUIPMENT STAGING ACTIVITIES AND TEMPORARY STOCKPILING OF EXCAVATED SOIL ALONG THE LENGTH OF
PIPELINES 4 -INCH THROUGH 8-DM AND 30 -FOOT WIDE ALONG THE LENGTH OF PIPELINES 12-INCH THROUGH
20-INC11. TEMPORARILY STOCKPILED MATERIAL SHALL BE PLACED UPSLOPE OF THE EXCAVATION. FOR ANY
DEMOLUTION OR 07M ACTIVITIES DESIRED PRIOR TO COMPU ETION OF ALL EROSION AND SEDIMENT CONTROL
MEASUR M INTERIM MEASURES ACCEPTABLE TO AND PRE - APPROVED BY ENOIN ER, AND NC)EMW DIVISION OF
LAND RESOURCES. LAND QUALITY SECTION MUST BE PROVIDED. AS SPECIFIED ELSEWHERE IN THE CONTRACT
DOCUMENTS, ALL OPERATIONS 94" BE CONFINED TO THE RIGHT-CF-WAYS OR DESMA70 EASEMENTS. JUM
Dm11=D AMM 1101 W Z GE In 7MEN 9A AMM
�.X STANDARD (SILT FENCE) JHOOK
NDT m SCALE
17. CUT AM FELL SLOPES ARE TO BE VERTICALLY 7RACKM HOWONTALLY S7ARIFIED, MATTED, OR 07HEROM CONSTRUCTED
TO ENHANCE VEGETATIVE GROWTH AND EXPEDITE STABILIZATION. SEEDING SHALL BE INSTALLED AS PORTIONS OF THESE
SLOPES ARE COMPLETED.
1& WHEN THE EXISTING EROSION CONTROL FEATURES SUM AS ROOK CHECK DAMS AND RP RAP WITHIN THE PRO,ECT AREA
MUST BE REMOVED, IT SHALL BE REPLACED TO A CONDITION EQUIVALENT OR BETTER THAN PRE- OONSIRUCTION.
19. P AT ANY TIME BEFORE THE EXPIRATION W THE CONTRACT BOO ANY PART OF THE SEEDED AREA IS NOT IN GOOD
CONDITION, THE CONTRACTOR SHALL FERTILIZE AND RESEED AS WIEN AS NECESSARY TO GET A DOOR STAND OF GRASS.
20. CONTRACTOR SHALL NOT CR063 ANY DITCH WHEN FLOWING WATER IS PRESENT CH DURING WET WEATHER UNLESS A
TEMPORARY PUMP AROUND SYSTEM 6 PROVIDED DURING INSTALLATION OF PIPELINE (SEE DETAIL 11 PRIOR TO USING A
DI1CN. CONTRACTOR SHALL VERIFY THAT A TEMPORARY SEDIMENT TRAP OR CHECK DAM EXISTS DOWNSTREAM OF GROSSING
PRIOR TO INSTALLATION OF PPEL - IMMEDIATELY AFTER BACKFUMG OF PIPELINE, DITCH SHALL BE RESTORED TO
ORIGINAL GRADE AND STABILIZED. USE EXCELSIOR MATTING OR RIP RAP AS NECESSARY SSARY 70 STABILIZE ALL DITCHES
IMPACTED BY CONSTRUCTION. INSPECT DITCHES IMMEDIATELY AFTER WET WEATHER EVENT FOR STABUEATON.
21. ALL CHECK DAMS SHOULD APPROPRIATELY FELL THE DITCH THEY ARE PLACED IN, SO THAT DRAINAGE IS FORCED THROUGH
THE STRUCTURE. THE ENGINEER WILL NOTIFY THE CONTRACTOR IN WRITING P ANY CHECK DAM IS INSUFFICIENTLY SIZED
BASED ON THE ENGINNEERR'S AUDOdENT. CONTRACTOR WILL REMEDY THE PROBLEM WITHIN 3 DAYS OR BEFORE THE NEXT
FORECASTED RAIN EVENT..
22. P EXCAVATED SOIL IS PLACED ON ANY ROADWAY PAVEMENT DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAND
OR SCREENING FINES ALONG PAVEMENT SURFACE FOR SUFFICIENT REMOVAL OF SEDIMENT.
3. LDOT CLEARING AND IRUBB910 OF THE TRENCH TO THE AMOUNT OF PPE THAT CAN BE CONSTRUCTED IN ONE
23. IN THE EVENT THAT SEEDING IS PERFORM AFTER EXCELSIOR MATTING IS PLACED AS A STABILIZING FEATURE. R WELL BE
NECESSARY 70 REMOVE THE MATTING WHEN APPLYING GRASS SEED AND FERTILIZER CONTRACTOR MUST REPLACE THE
SIDE ELEVATION
GROUPS
DAY. LIMIT TENSE EXCAVATION TO THE AMOUNT OF PPE THAT CAN BE CONSTRUCIED AND BACIFIU.EO IN ONE
MATTING AT THE DID OF EACH DAY TO STABILIZE THE SOILS.
DAY. OR 30 LINEAL FEET, WHICHEVER IS LESS EXCAVATED TRENCH MATERIAL MUST BE STOCKPILED UPSLOPE OF
THE TRENCH. OPEN TRENCHES SHALL BE BAC FILLED AND STABILIZED AT THE CESSATION OF EACH WORK DAY.
24. 010791QATIDN OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF- INSPECTION PROORALt
PEW
ALL DISTURBED SURFACES MUST RELIVE TEMPORARY STAGUEA71ON AT THE DID OF EACH WORK DAY. PROVIDE
PUMP FILTER BAR OR OTTER APPROVED DEWAmmo DEVICES FOR DEWATERING OF TRENCH EXCAVATION AS
THE SEDWAITATION POLLUTION CONTROL ACT WAS AMENDED IN 2009 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
NEEDED. mSpO�D. �SUPPLddTS, SEED AND MULCH, IF APPUCABL& SHOULD BE APPLIED WITHIN SEVEN DAYS AFTER
THE .DIE 1S CONSTRUCTED,
E ANY TEMPORARY ACCESS CONSTRUCTED FOR PIPELINE woRK MUST
E
LAND - DISTURBING ACTIVITIES INSPECT A PROA:CT AFTER EACH PHASE OF THE PRO.ECT TO MINE 911E THAT THE
APPROVED EROSION AND SEDWENTA7TON CONTROL PLAN 6 BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF
THESE OR9 wn NNS TOOK EFFECT OCTOBER 1. 2010. THE SELF-
TAINT WITH
BE 5TABI WITH A NON-GRADE AooREG1K7E
ADE AGGREGATE
A
DEPEC71ON PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES S70RIIWATER POW FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
9. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL
SCL STOCKPILES ON SITE AS WELL AS SOL INTENTIONALLY
SELF - INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDING TO THE APPROVED PLAN THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PRASE OF THE Rma-aT, AND
T&APPING DEVICE
TRANSPORTED FROM THE PROJECT 97L INSPECT ALL
EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND IMMEDIATELY FOLLOWING ANY RAINFALL
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCOS 113A -34.1 AND 13A NCAC
480131. THE SELF- NSPECTON
OF 0.3' OR MORE IN A 24 -HOUR PERIOD. MAINTAIN AN N AND SEDNEIT CONTROL LOG- OF ALL
REPORT FORM IS AVAILABLE AS AH EXCEL SPREADSHEET FROM
HTTP; //WWKMR MSTATUMUS/PAGM/SMMTATMNJEWRML V YOU HAVE QUESTIONS OR CANNOT ACCESS
PLAN NnEVV
INSPECTION DATE ALONG WITH OPTION OF ALL CORRECTIVE ACTIONS TAKEN. SEDIMENT ACCIIMULATONS
ALONG SILT FENCE AND OTHER EROSION CONTROL MEASURES SMALL BE PROMPTLY REMOVED. THE PRO&=
THE
FORM, PLEASE CONTACT (919) 791 -4200.
I I lM�.
SUPERINTENDENT a ALL Y BE fE'9W9BlE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT
• Hr • • • • a •� • • • • • •
7 EROSION AND SEDIMENT CONTROL WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION AND AND
WITH
BUILDUP OR CLOGGING SEDIMENT CORRECTIVE ACTION MILL BE TAKEN IMMEDIA7EY.
I.
S &EC LEGEND
L ANY AREAS WHICH ARE NOT 70 BE FURTHER GRADED WITHIN A 14-DAY PERIOD, OR WHICH HAVE NOT BEEN
B
GRADED WITHIN 14 DAYS SHALL BE SEEDED IN ACCORDANCE WITH THE CONTRACT SPECFICA71cm
9. PERMANENTLY STABIIZE ALL DISTURBED AREAS BY SEEDING AND MULCHING PER THE CONTRACT SPECIFICATIONS.
MINIMUM.
TEMPORARY CONSTRUCTION ENTRANCE (8.08)
10. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED.
AREAS SHOULD BE FERTKUZED AND RESEEDED AS NEEDED. UPON FINAL ACCEPTANCE OF COMPLETE STABILIZATION
OF THE S17E BY THE ENGINEER AND NMENR, REMAINING TEMPORARY EROSION AND SEDIMENT CONTRA
O TEMPORARY SEEDING (8.10)
MEASLES MAY BE REMOVED. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVED
WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER MEASURES ARE NO LONGER NEEDED. UNLESS
OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR.
PS PERMANENT SEEDING (8.11)
11. UPON
TINE � �SOYITTED To THE
-�
B)RE(PE�
ENGINEER FOR CONVEEYYAN�C OWNER FOR REGULATORY REC�1��CE
ROLLED EROSION CONTROL PRODUCTS (8.17) -
12. WERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT WITH PAVED PUBLIC ROADS, PROVISIONS SUCH. BE
MADE 70 MINIMIZE THE TRANSPORT OF SEDIMENT ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED
MUSLIM HARDWARE CLOTH & GRAVEL INLET PROTECTION -
w
ONTO A PUBIC ROAD SURFACE, THE ROAD STALL BE C EANI D THOROUGHLY AT THE END OF EACH DAY.
(9.31)
S ERMENT SHALL BE REMOVED FROM THE ROADS BY 94OVEUNG OR 91EEPING6 AND TRANSPORTED TO A
-
sEODENT CONTROL DISPOSAL AREA (STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN
---
ROCK PIPE INLET PROTECTION (B.SS)
INKS MANNER).
ADS,
13. SRI W TOP BY THE CONTRACTOR BE FOR THE PURPOSE IT STORING EQUIPMENT. EXCESS DSHIALL B APPROVED
STRIPPED IOPSOT, ETC, SHALL ENVIRONMENTALLY ALLY SUITABLE FOR SUCH PURPOSES AND SMALL APPROVED
$F SEDIMENT/SILT FENCE (8.82)
IR
IN ADVANCE BY THE OWNER. ENVIRONMENTALLY SUITABLE SITES SMALL BE LEVEL- DEVOID OF MATURE STANDS OF
E
TREES, AND ISOLATED FROM DRAINAGE FACILITIES AND FEATURES, WETLANDS STREAMS, AND STREAM CCRRIDpiS.
STIES SENL COMPLY WITH ALL EROSION AND SEDIMENT CONTROL REQUIREMENTS OF THE Cm OF WILMINGTON OR
= SILT FENCE STONE OUTLET
NEW HANOVER COUNTY, WHOEVER HAS JURISDICTION.
1 INSPECT INLET PROTECTION AND ROCK 9DOMNT
I I I CHECK DAY (8.83) AFTER EACH RAN EVENT! GRAVEL EHCXD BE REPLACED
14. THE CLEANUP AND DISPOSAL OF EXCESS EXCAVATED MATERIALS SMALL BE DONE AS SOON AS PRACTICAL AND
AS THE OWNER MAY DIRECT.
AND REPAN9 YALE AS M ®EA
14 CHECK DAYS, SILT FENCE, OR OTHER FILTERING DEVICES SD BE MAINTAINED AT AREAS OF STOCKPILED
jp TREE PROTECTION FENCING
MATERIALS, EXCAVATED NEAT. CATCH BASINS, AND OTHER STORM WATER INLET STRUCTURES IN CONSTRUCTION
AREAS TO CONTROL SILT RUNOFF.
TPA TEMPORARY PUMP AROUND
s STANDARD METAL POSTS
Y-w N GADIRD, Y-0^
ABOVE GROUND
19 - CAM HARDWARE CLOTH
(1 1r MESA OPBDgB)
A. BUSY TIE TOP BD OF THE WAY N
SIDE ELEVATION
GROUPS
A TIMM r OR MORE N DEPTIL
IL TAMP THE MOM FULL OF SOD. SECURE
PEW
WITH 1aAta0.
DOAiH � �HLr
': ► . .
C OVOBAP -aURY LPPER OD OF LDEII STRIP
AS a A- AMD 'T. RAISIN FIND OF TOP
` - • P >. ^r .
'
T&APPING DEVICE
STRIP r AND STA(U
, -•_•- �, ..
CL EROSION STOP -FOLD OF MAT BUILD N
A
PLAN NnEVV
SILT TRENCH AND TAMPED. DOURE SORT
OF atAP1E6
>•A
I I lM�.
E OUN. INSTALLATION
ORPUBLISHED
• Hr • • • • a •� • • • • • •
E INSTRUCTIONS SUPDMEDE NOTES
BPHUM INSTALL PER MANJfACTU LA'S
B
c _ _
-
IN T STAPLES
0. \ ^� ' q t� s .,? t _ - \ AS m Y MART
_ \ ASPTHEMD m
` . • ti" k r:'ti� "� • �(. -
KEEP THE WIT
FIRMLY FARM
P,Y• _� MD THE SOL
E#Fffi BIDS or
r' •,sl,"� J- �. - > "y:+ _� WT r INTO THE
SOL AROUND
STRUCTURES AND
STAPLE SECURELY
A' Z T STABILIZATION OF SOILICHANNELS WITH CURLEX I -
`I EXCELSIOR MAT
MOT TO SCALE
70' IOl [XISTDG
A� PAVEMENT
&1
FILTER T.
SIDE ELEVATION
GROUPS
PEW
=..
�-�• A -.� -
_' MY NDL
T&APPING DEVICE
MUST EXTEND FULL WCANI
OF INSISTS AND MM
PLAN NnEVV
Ir MR
• Hr • • • • a •� • • • • • •
Ir
n HARDWARE CLOTH & GRAVEL INLET PROTECTION
19. ALL MEWATEi0H16 FLEWS SHALL BE WEPT FREE OF SILL SEDKYENT, DEBRIS, AND OTTER POLLUTANTS TQtO1GH T - - Mm m SCAR
APPROPRIATE MEANS (SETTLING BASINS, FILTER E7C FOLLOWING THIS, THE FLAWS SHALL ONLY BE RELEASE
OMECILY INTO S70RW SEWERS- STREAM CHANNELS, TO OTHER STABILIZED DRAINAGE COURSES AND NOT INTO
EXPOSED SOIL% STEEP SLOPES. OR ANY OTHER SIZE WIRER am COULD CAUSE FURTHER DAYAKE.
TO IE USED AT A CENTRAL MATERIALS STORAGE LOCATION
5 CONSTRUCTION ENTRANCE
MOT m SCALE
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
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INS PR318222

TOP OF SILT FORCE
MUST BE AT LEAST 1'
ABOVE THE TOP O
THE WASHED STOW
SIM FOEL POST
ME FORL •
HARDWARE CLOTH-
a
INSN MIRE MICE AND NWWWA E CLOTH
Y WIN. 1 r'aT FENCE
t111J)�1W][
�3TANDARD SILT FENCE OUTLET - SFO
I Nor m scAME
=r
IRMD W RM
CONSTRIMMON IEIG T AND IDIN DETERMINED
eY EDBOD TCPOaRAPIry AID
SE110El/t SICN10< RFDUDED.
WY RP RAP INTO THE LAN
FOR STABILIZATION.
FRONT yESr
NM REMOVE NEW AaC1ARRATIDN FROM BDWD
OEM DAMS m WETENT DAMAO[ m OLANN¢
VEGETATION. FLOW BUILD BE MMTAOED TMRdMH THE
4 STANDARD CHECK DAM -CD
Nm m scALE
ALL ARMLLY CaIWLERD s1alel GRAINS
SMALL It PROTECTED AT 71E OD a
EACH MY IN ACCORDANCE NM THESE
MEAN END OF
OM GRAIN
STONE FILTER INLET PROTECTION
CULVERT INLET PROTECTION - CIP
� NoT m scAlE
PLAN VIEW
"am
1. PLACE GRAVEL MO BAN= ON GENTLY SLOPING ASPHALT TRAP, OR CO CREM
2. USE BA
(RpMRK�IIEEUEWpARTE: COX POD AM MUM SmINSNE111p1Off 10 SEPARATE FRCP RLYVWFF.I
S. ,VS. MORE ESSMBW ML7 FAOI $TON S\p STSpEMI
AND GRAVEL MUST BE REMOVED FROM THE 1RAVO MAr IOEDUIELY
5 SAND BAG PROTECTION - SB
NOT m YALE
GROUND STABILZATION CRITERIA
SITE AREA DESCRIPTION
STABIUZATION
STABILIZATION TIME FRAME
FABRID
TIME FRAME
EXCEPTIONS
I
I
CON N TROgt
STEEL FENCE POST
m REMOVE PRESSURE ON TIE OLT FOIDL
SET MAR Y MART
HIGH QUALITY WATER (HQW)
WL 10- INTO Sa1D
MORE
Nam
v MDYE sEOOE1rt MIEIN Taus a BmIE aunEr O COLORED,
i RORACt STaIE AS NO]ED m EMSIAE OEMAIa a
t111J)�1W][
�3TANDARD SILT FENCE OUTLET - SFO
I Nor m scAME
=r
IRMD W RM
CONSTRIMMON IEIG T AND IDIN DETERMINED
eY EDBOD TCPOaRAPIry AID
SE110El/t SICN10< RFDUDED.
WY RP RAP INTO THE LAN
FOR STABILIZATION.
FRONT yESr
NM REMOVE NEW AaC1ARRATIDN FROM BDWD
OEM DAMS m WETENT DAMAO[ m OLANN¢
VEGETATION. FLOW BUILD BE MMTAOED TMRdMH THE
4 STANDARD CHECK DAM -CD
Nm m scALE
ALL ARMLLY CaIWLERD s1alel GRAINS
SMALL It PROTECTED AT 71E OD a
EACH MY IN ACCORDANCE NM THESE
MEAN END OF
OM GRAIN
STONE FILTER INLET PROTECTION
CULVERT INLET PROTECTION - CIP
� NoT m scAlE
PLAN VIEW
"am
1. PLACE GRAVEL MO BAN= ON GENTLY SLOPING ASPHALT TRAP, OR CO CREM
2. USE BA
(RpMRK�IIEEUEWpARTE: COX POD AM MUM SmINSNE111p1Off 10 SEPARATE FRCP RLYVWFF.I
S. ,VS. MORE ESSMBW ML7 FAOI $TON S\p STSpEMI
AND GRAVEL MUST BE REMOVED FROM THE 1RAVO MAr IOEDUIELY
5 SAND BAG PROTECTION - SB
NOT m YALE
GROUND STABILZATION CRITERIA
SITE AREA DESCRIPTION
STABIUZATION
STABILIZATION TIME FRAME
FABRID
TIME FRAME
EXCEPTIONS
PERIMETER OKES. SWAIM
7 OAK
NONE
DITCHES AND SLOPES
m REMOVE PRESSURE ON TIE OLT FOIDL
k:.
HIGH QUALITY WATER (HQW)
7 GAYS
MORE
ZONES
? T/Tp�RARY EA�ET p
RT
REVEME oYOE/IP G ER SNOIM TICS
OT As DELCTFD
IF SLOPES ARE 10' OR LESS N
SLOPES STEEPER THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
SIDE VIEW
THAN 2.1. 14 -DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7-DAYS FOR SLOPES GREATER
O_
SIDE VIEW
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH SLOPES
14 DAYS
NONE (DUIPT FOR PERIMETERS
FLATTER THAN 4:1
a W
AND HOW ZONES)
CUMETFR
TREE PROTECTION AREA
DO HOT ENTER
- `CRANE, WASSISTANT: — V.
WON - MME STREmm
FQY B4MACOX rMW (TOWAV
FRONT VIEW
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STEEL POST
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1. USE SILT PONCE OILY IRWIN DRAINAGE AREA
EL e ACRE AND /EVER N AREAS d
rAMC
ERN
2 REMOVE SE I ENT DEPOSITED AS HMO TO PROVIDE STORAGE VOLAE FOR TIE NETT RAIN AW
GIMMICK. W ==MT.
mim -mDB.E STIIEWDL
POLY eARRr"
m REMOVE PRESSURE ON TIE OLT FOIDL
k:.
A mT PDICE IS ROUOELY DISPLAYED ON THE
TREE PRG,ECIION AREA _
I—L '�aRALE
RAILS AT THE WARM EDGE OF COWSIR11CI ON
BOADARY LIKES (E` RIOT OF WAY AW
OI COYER
? T/Tp�RARY EA�ET p
RT
REVEME oYOE/IP G ER SNOIM TICS
OT As DELCTFD
INSTALL SILT FORE NBON WE CONSTRIICTION LNII4
SILT FEIRE s NEVER m BE NSTMIED aN PROPERTY
ti
NOT PEAIITTD FaR CONSTRNICTIOIL
W O
SIDE VIEW
�Z STANDARD TEMPORARY SILT FENCE - SF
WT TO GALE
TREE PROTECTION AREA
DO HOT ENTER
- `CRANE, WASSISTANT: — V.
WON - MME STREmm
FQY B4MACOX rMW (TOWAV
FRONT VIEW
3
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H
TREE PRG,ECIION AREA _
I—L '�aRALE
15
L DO NOT ENTER
j5
WARNING SIGN DETAIL
v
a
ti
NOTE FOR TREE PROTECTION ONLY
W O
r Z
Fd17 $
O_
SIDE VIEW
2I—
emus
a W
�
t. WARNING SIGNS m BE' MADE OF OIAPAB{F. Ki1nNERPR00F YA1ER AI_
cot
j
2, LEMM TO BE r NOGI LDanEM, OEAII.Y tE17GlE AND sPA® As OETABID.
Q
-1 SIGNS SNAU BE PLACED AF SW YAMWM INTERVALS
4. PLACE A 90 AT EACH END OF LEVEAR TREE PROTECDW AND 300' ON CENTER RENEAFTEIL
V}
A FOR TREE PROTECTION AIEAB LESS THAN 2W N PERIMETER PROVVOE NO LESS THAN OE SIGN PER PROTECTION AREA
J
Z Q � F
E ATTACH SAW gONELY TD FENCE PGSTS AND FABRIC
m
T. MAINTAIN TREE PROTECTION FOXE 1NR000IO/T OIAtATLOV OF FRGECT.
E ADDITIONAL SIGNS MAY BE REODED BASm
O
Q O a
ON ACTUAL FIELD CONDITIONS.
E AR)WlCATIONS TD THE ABOVE FENCE SPECF=TTOVS MAY BE ALLOWED BUT MUST BE APPROVED BY THE EiDlQilt
Z
Zm
iG INSTALL TREE PROTECTION FENCING PRIOR TO ANY OTHER WOW
Y W QQ
/l. BVSTAL TREE PROlEC11OV FENCING AS 9DNV ON OUWYGS AT EDGE OF CONSTRUCTION ZDAM AND ARODD DESIGNATED TREES
OUE TO LBE O1E1EAq TREE PROlECi1W FDVTDVG 6 ROUTOELY DISPLAYED ON THE OUTSIDE EDGE OF CONSTRUCTION BOUNDARY
W � � LL �
LIES (IE WGNT -�-Mqr AND PETl11ANmVT/EE6ERARY URU1r EASEYDYTS}
FENCE NTIDN NNE CACTIGV L0015
WHEN SHOW INS WAX, DISTALL TREE PROTECT=
cK ZO Z W
F
6 STANDARD TREE PROTECTION FENCE - TPF
� y
NOT m SCALE
y
FINAL DESIGN
� P+mA NG
SHEET LO.
NOT RELEASED
12 -01214
ia,-0rJ
"°
FOR CONSTRUCTION
31828678
OB v 22

' © e O
*W20-78 50'
MAX,
D
W20-4 W20-70
48' X48' 48' X 48' 48' X 48'
100'
TO 200
SPACING CHART
85
35
TRAFFIC
BUFFER
POSTED SPEED LIMIT
YPREPARED
DOWN
STREAM
TAPER
W20-77-4
ED'
SPACE
YROA10
48' X 448'
TAX
WORK AREA 50' MIN. 100'
200
O O
200
40-50
350
350
350
55
500
500
500
a a
1 'k
15
TWO -WAY
MINIMUM LONGITUDINAL
BUFFER SPACE
(FEET)
SPACING CHART
85
35
TRAFFIC
BUFFER
POSTED SPEED LIMIT
BUFFER
DOWN
STREAM
TAPER
SPACE
O
SPACE
TAPER
50' -100' 50' YIN.
WORK AREA 50' MIN. 100'
TEMPORARY LANE CLOSURES
2 -LANE, 2 -WAY ROADWAY - 1 LANE CLOSED
NOT TO SCALE
DISTANCE TO 47H SIGN
REPEAT FOR ANY
CONSECU11VE SIGNS DISTANCE TO 3RD SIGN DISTANCE TO 2ND SIGN
DISTANCE TO 1ST SIGN
O
WARNING
POINT
`STATIONARY OR PORTARLF 9f71C J
ADVANCE WARNING SIGN
MINIMUM LONGITUDINAL
BUFFER SPACE
(FEET)
SPACING CHART
85
35
120
RECOMMENDED
POSTED SPEED LIMIT
DISTANCE
BETWEEN
SIGNS
(MPH)
O
335
80
415
S 35
200
200
200
40-50
350
350
350
55
500
500
500
CONMIn tM ROADS
1000
1800
2800
NOTE
THE ADVANCE WARNING SIGN SPACING CHART IS TO BE APPLIED WHERE A SERIES OF 2 OR
MORE SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE AND MAY BE
FIELD ADJUSTED AS VARIOUS CONDITIONS OCCUR, SUCH AS UNITED SIGHT DISTANCE.
OBSTRUCTION INTERFERENCE, ETC.
TRAFFIC CONTROL DESIGN TABLES
SPACING OF TEMPORARY SIGNS IN SERIES
pp LEGEND
Q.►q WARNING FLAGS
A CONE
IQ PORTABLE SIGN
FLAGGER
Q TYPE B WARNING LIGHT (FOR NIGHT USE)
a DIRECTION OF TRAFFIC FLOW
NOTES'
1. REFER TO THE ADVANCE WARNING SIGN SPACING CHART. THIS SHEET. FOR SIGN SPACING.
2 LANE CLOSURES SHALL BE INSTALLED WITH THE TRAFFIC FLOW. BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC.
LANE CLOSURES SHALL BE REMOVED AGAINST THE TRAFFIC FLOW. BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF
TRAFFIC.
3. USE THE MAXIMUM SPACING OF CONES THRU THE WORK AREA SHALL BE EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT,
4. LANE CLOSURES SMALL BE EXTENDED AT THE BUFFER SPACE SUCH THAT STOPPING SIGHTDISTANCE IS PROVIDED TO THE FLAGGER
(REFER TO STD. DWG. 1101.11 -SHEET 2).
S TRAFFIC SHOULD NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME
8. PILOT CARS SHALL BE USED WHEN DIRECTED BY THE ENGINEER.
7. FLAGGERS SHALL BE USED TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. FLAGGERS UTILIZED AT
INTERSECTIONS SHALL BE ACCOMPANIED BY FLAGGER AHEAD SIGNS (W20-7a) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE
FLAGGER. WHERE INTERSECTIONS ARE SIGNALIZED. SIGNALS SHOULD BE PLACED IN THE FLASH MODE.
POSTED
SPEED LOOT
(MPH)
MINIMUM LONGITUDINAL
BUFFER SPACE
(FEET)
30
85
35
120
40
170
45
220
50
280
55
335
80
415
85
485
MINIMUM SIGHT DISTANCE
POSTED
SPEED LIMIT
(MPH)
STOPPING(; DISTANCE
PASSING SIGHT DISTANCE
30
200
500
35
250
550
40
325
800
45
400
700
50
475
800
55
550
800
80
850
1000
85
725
1100
NOTES-
1. TABLES ARE BASED ON THE AASHTO GREEN BOOK 'A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS AND THE 'MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES'. MINIMUM SIGHT DISTANCE VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL
ROADWAYS AASHTO GREEN BOOK SHOULD BE CONSULTED TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE
REQUIREMENTS
2. BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE FOR WET AND LEVEL PAVEMENTS
3. USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE FOR TRAFFIC
APPROACHING A LANE CLOSURE FOR 2 -LANE. 2 -WAY ROADWAYS STOPPING SIGHT DISTANCE SHOULD BE PROVIDED TO THE FLAGGER.
FOR LANE CLOSURES ON MULTILANE ROADWAYS STOPPING SIGHT DISTANCE SHOULD BE PROVIDED TO THE BEGINNING OF THE LANE
CLOSURE MERGE TAPER, OR FLASHING ARROW PANE_ LANE CLOSURES SHOULD BE EXTENDED AT THE BUFFER SPACE SUCH THAT
STOPPING SIGHT DISTANCE IS PROVIDED.
4. USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE
REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING PASSING/NO- PASSING ZONES FOR 2 -LANE, 2 -WAY ROADWAYS.
TRAFFIC CONTROL DESIGN TABLES
BUFFER SPACE & SIGHT DISTANCE
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
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PHOTO XD -01 -1: ALANDALE PUMP STATION
i
ALANDALE PUMP STATION ( #23) REMOVAL /ABANDONMENT: y
1. REMOVE ALL SURFACE FEATURES ASSOCIATED WITH PS#23, i
INCLUDING. CONTROL AND ELECTRICAL EQUIPMENT, VALVE BOXES, w
VAULTS, MANHOLES/WIETWELL -% PUMPS, METERING EQUIPMENT,
VENTS, SIGNS, AND OTHER APPURTENANCES. c7
2. CFPUA WILL BE ALLOWED TO INSPECT AND CHOOSE TO KEEP ALL
REMOVED EQUIPMENT FROM PS#23. ALL REMAINING MATERIALS,
PARTS AND EQUIPMENT WILL BE DISPOSED OF BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE OWNER. o
3. THE WETWELL STRUCTURE SHALL BE REMOVED FROM THE GROUND
SURFACE DOWN TO THE FIRST JOINT. THE REMAINDER OF THE
STRUCTURE WALL BE FILLED WITH SAND /AGGREGATE. PROVIDE
SELECT FILL TO EXISTING GRADE.
4. ABANDON 4-INCH FORCEMAIN FOR PUMP STATION 23, WHICH IS
LOCATED ON THE NORTH SIDE (PARALLEL TO) OF ALANDALE DRIVE
TO SSMH -MM AS SHOWN THE PORTION OF THE FORCEMAIN PIPE
LOCATED WITHIN THE KERR AVE. RIGHT -OF -WAY SHALL BE FILLED
>
WITH FLOWABLE FILL FLUSH THE FORCEMAIN PRIOR TO
IL 0-F
ABANDONMENT AND PROPERLY DISPOSE OF FLUSH WATER. REMOVE
IL IX ilb
FORCEMAIN CONNECTION FROM THE WETWELL AND RECEIVING
'
aCv��
MANHOLE AND PLUG BOTH ENDS, REPAIR HOLE FROM FORCEMAIN IN
0
rp
3 i
5.
SSMH -MM WALL
CONTRACTOR SHALL COORDINATE THE ABANDONMENT OF PS#23 WITH
sr�
'4 •...
THE INSTALLATION OF NEW GRAVITY SANITARY SEWER SO THAT NO
a
INTERUP71ON IN SEWER SERVICE OCCURS TO CFPUA SEWER
2I-
US
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CUSTOMERS. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND
z
MEANS TO MAINTAIN SEWER SERVICE TO ALL EXISTING CUSTOMERS
Z
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DURING CONSTRUCTION. SEE SHEET C -02 FOR NEW IS' SANITARY
'm_ Ix
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ALIGNMENT TO BE INSTALLED IN SAME CORRIDOR.
gg
G.
WHERE DIRECTED, GRAVITY SANITARY SEWER TO BE ABANDONED IN
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N
FINAL DESIGN
CMA PRDL N0.
FROM THE GROUND SURFACE DOWN TO THE FIRST JOINT. THE
NOT RELEASED
3 E
12 -CI214
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REMOVE EXISTING CATCH BASIN. EXISTING 24' CMP WHICH TIES INTO
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POWERPOLE REMOVAL TO BE COORDINATED WITH PROGRESS ENERGY.
L' z
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ALL WORK TO BE COORDINATED AND SCHEDULED TO PREVENT
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PLAN VIEW — KERR AVE. AND GRATHWOL DR.
® 100 —YEAR FLOW ELEVATION = &0 FT—MSL
FORCEMAIN 101 MODIFICATIONS AND ABANDONMENT:
1. RE -ROUTE FM8101, AS SHOWN, TO DISCHARGE INTO SSMH -YY.
RESTRAINED JOINTS FOR ALL NEW PIPE AND FITTINGS
2. REDIRECT FLOW INSIDE MANHOLE TOWARD OUTLET BY ROTATING THE
90' BEND AT THE OUTFLOW OF THE INSIDE DROP PIPE.
3. ABANDON THE PORTION OF B -INCH DUCTILE IRON FORCEMAIN 101,
LOCATED SOUTH OF SSMH -YY. FORCEMAIN IS LOCATED OUTSIDE
THE RIGHT -OF -WAY OF KERR AVENUE. FLUSH THE FORCEMAIN
PRIOR TO ABANDONMENT AND PROPERLY DISPOSE OF FLUSH WATER.
REMOVE FORCEMAIN CONNECTION INTO SSMH -LL AND PLUG BOTH
ENDS REPAIR 8 -INCH HOLE IN SSMH -LL
4. REMOVE THE AIR RELEASE VALVE (ARV) ASSEMBLY LOCATED ON THE
PORTION OF FORCEMAIN TO BE ABANDONED. PLUG THE ARV HOLE.
THE ARV MANHOLE STRUCTURE SHALL BE REMOVED FROM THE
GROUND SURFACE DOWN TO THE FIRST JOINT. THE REMAINDER OF
THE STRUCTURE WILL BE FILLED NTH SAND /AGGREGATE. PROVIDE
FILL TO EXISTING GRADE.
5. CONTRACTOR COORDINATE THE ABANDONMENT OF FM$101 WITH
CFPUA STAFF SO THAT NO INTERUPTION IN SEWER SERVICE OCCURS
TO CFPUA SEWER CUSTOMERS. CONTRACTOR SHALL PROVIDE ALL
MATERIALS AND MEANS TO MAINTAIN SEWER SERVICE TO ALL
EXISTING CUSTOMERS DURING CONSTRUCTION.
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SP.AIE t' a W
GRAVITY SANITARY SEWER ABANDONMENT:
1. ABANDON 24 —INCH GRAVITY SANITARY SEWER (SS) OUTFALL AS SHOWN
ABOVE, BETWEEN REFERENCE POINTS A AND B. REMOVE THE LAST PIPE
JOINT ADJACENT TO THE SANITARY MANHOLE. PLUG THE UNE ON BOTH
ENDS OF THE ABANDONED SECTION.
2. CONTRACTOR TO FLUSH EN71RE SS OUTFALL PRIOR TO PLUGGING.
3. WHERE MANHOLE ABANDONMENT IS DIRECTED, THE MANHOLE STRUCTURE
SHALL BE REMOVED FROM THE GROUND SURFACE DOWN TO THE FIRST
JOINT. THE REMAINDER OF THE STRUCTURE WALL BE FILLED WITH
SAND /AGGREGATE. PROVIDE FILL TO EXISTING GRADE.
4. PLUG MANHOLE WHICH IS TO REMAIN IN SERVICE, SSMH —RR, WITH
NON — SHRINK GROUT. REPAIR BENCH WALL AS NECESSARY.
C umy lvrpon
PHOTO XD -03-1: SSMH -00
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APPIMIMATELY 0.9001F OF 53 TO BE
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REFERENCE
VICINITYAOCATION - UPPER SMITH CREEK OUTFALL
ScuE V . 50G'
PLAN VIEW - UPPER SMITH CREEK OUTFALL, NEAR KERR AVE.
SOUL, N' _ 30'
I ROBERT 11 1UTREEEE I
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PLAN VIEW - UPPER SMITH CREEK OUTFALL, NEAR KERR AVE.
SOUL, N' _ 30'
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22

NOTES:
COORDINATE PARCELP04 8001010
DA 1420 M Bn F
1.
CONSTRUCTION ALONG KERR AVE WITH THE OF
NEW SEWER TO SPRING BRANCH TIE-IN TO
MINIMIZE THE TIMELINE FOR BYPASS PUMPING OF
EMSTING SEWERAGE.
JACK LYON BEST
PAR -JR04"8,, i
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1. ABANDON TWO 24' STORMWATER CULVERTS, AS SHOWN, IN DRAWING.
ABANDON 24' STORMWATER CULVERT UNDER ALANDALE DRIVE IN
PLACE WITH FLOWABLE FILL REMOVE SEGMENT ONLY AS
NECESSARY TO INSTALL NEW SANITARY SEWER SERVICES. ABANDON
24' STORMWATER CULVERT ADJACENT TO ALANDALE DRIVE BY
REMOVAL FROM SITE AND PROPER DISPOSAL THE CATCHBASIN
STRUCTURE SHALL BE REMOVED FROM THE GROUND SURFACE DOWN
TO THE FIRST JOINT. THE REMAINDER OF THE STRUCTURE WILL BE
FILLED WITH SAND /AGGREGATE. PROVIDE FILL TO EXISTING GRADE
AND ENSURE SURFACE DRAINAGE MAY PASS TO THE CREEK AT
STATION 12 +801, AND REPAIR SURFACE TO ORIGINAL CONDITION OR
BETTER.
2. COORDINATE ABANDONEMENT OF EXISTING SEWER ALONG KERR AVE.
AND ALANDALE DR. WITH THE CONSTRUCTION OF NEW SEWER TO
SPRING BRANCH TIE -IN TO MINIMIZE THE TIMELINE FOR BYPASS
PUMPING OF EXISTING SEWERAGE.
■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ 110 1 1 1 1 ■Q_
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2 TIE CONTRACTOR B RESPONBELE FORt.OGTNIGALL OIDBDRMMURU TES
BEFORE ANY CONSTRUCTION BEGINS.
1 UE CONTRACTOR BRESPOLSBIE FOR TEOORARVSEONENTA DEROSNINCONTRCL
lEAMAES LW E.E oCNBTR1Crw B N PROOFESS
'L THE CONTRACTCR B RESPONSWE FOR STASUminON OF ALL D1971NBED AREAS
a THE CONTRACTOR BRESPONSELE FOR LAY DOWN A STOLTIPaE AREAS
(TO ARRANGE AND MOUE DOIIPLIANCE WRIALL LOCAL AND STATE REOULATDNS).
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WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 -1.04
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I ND EXCAVATED wTERNL OVAL E PLACED N ANY STRENI WON 01 DRARIAOEWAY
2 TIE CONTRACTOR B RESPONBELE FORt.OGTNIGALL OIDBDRMMURU TES
BEFORE ANY CONSTRUCTION BEGINS.
1 UE CONTRACTOR BRESPOLSBIE FOR TEOORARVSEONENTA DEROSNINCONTRCL
lEAMAES LW E.E oCNBTR1Crw B N PROOFESS
'L THE CONTRACTCR B RESPONSWE FOR STASUminON OF ALL D1971NBED AREAS
a THE CONTRACTOR BRESPONSELE FOR LAY DOWN A STOLTIPaE AREAS
(TO ARRANGE AND MOUE DOIIPLIANCE WRIALL LOCAL AND STATE REOULATDNS).
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WOUIR DONALLSEWURPLANANDMROFLES/OETS)
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I ND EXCAVATED wTERNL OVAL E PLACED N ANY STRENI WON 01 DRARIAOEWAY
2 TIE CONTRACTOR B RESPONBELE FORt.OGTNIGALL OIDBDRMMURU TES
BEFORE ANY CONSTRUCTION BEGINS.
1 UE CONTRACTOR BRESPOLSBIE FOR TEOORARVSEONENTA DEROSNINCONTRCL
lEAMAES LW E.E oCNBTR1Crw B N PROOFESS
'L THE CONTRACTCR B RESPONSWE FOR STASUminON OF ALL D1971NBED AREAS
a THE CONTRACTOR BRESPONSELE FOR LAY DOWN A STOLTIPaE AREAS
(TO ARRANGE AND MOUE DOIIPLIANCE WRIALL LOCAL AND STATE REOULATDNS).
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 -1.04
SANITARY SEWER N M"2
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FOR EACH CROSSING BORING /JACKING TO UNE AND GRADE 5 REQUIRED
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STAINLESS STEEL SUPPORTS A
STEEL CASING PPE
NM* PIPE SUPPORT TO BE PLACED TO PROVIDE PROPER
SUPPORT. ALIGNMENT. AND GRADE AS SPECIFIED. CONTINUOUS
SUPPORTS MAY BE USED AS ALTERNATIVE OIL, GREASE, OR
PETROLEUM PRODUCT MAY NOT BE USED AS LUBRICANT
SHOD SPACING AND EEG SZE VARIES CARRIER PIPE
BY PIPE SZE AND PER
MANUFACTURER DESIGN ENGINEER STEEL CASING PPE
SHALL APPROVE/DETERMINE SPACING.
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ALL SANITARY SEBE.R AND ASSOCIATED APPURTENANCES NSTALLED WITHIN NCDOT RIGHT OF
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MAR 70 wu
BSACKFU SHALL BE SUITABLE MATERNAL THAT IS FREE FROM HEAVY CLAY GUMBOS, DEBRIS, ORGANICS AND
LITTLE TO NO EXCESSIVE MOISTURE-
2 SELECT BACFILL MAY BE SUBSTITUTED OR REO IRED BY CITY TO ACHIEVE COMPACTION, (LE 057. ABC. CRUSHED
LIMESTONE. CLEAN SAND. FLOWABLE FILL. ETC)L
3. S -RICH OF ABC BASE MATERIAL SHALL BE USED ON CITY STREETS
4 BACKFILL AND BASE MATERIALS SHALL BE COMPACTED 12• MINSIUY LIFTS
3. SOIL SMALL BE COMPACTED BY A MECHANIZED TAMPER (I E JUMPING JAL(). HOWEVER. VIBRATORY ROLLERS > 18•
WIDTH MAY BE USED FOR LARGER EXCAVATIONS. THE PLATE TAMP METHOD SHALL NOT BE USED.
6 ALL APPROVED CASINGS SHALL BE SET FLUSH TO GRADE AND SUPPORTED F APPLICABLE.
7 ABC BASE AND SUBBASE COMPACTED TO 98R AND BAfXFlLI AND EMBEDMENT COMPACTED TO 80.! AS
DETERMINED BY THE MODIFIED PROCTOR AASHTO METHOD T -99
S. i -FOOT CUTBACKS O ASPHALT SHALL BE PREPARED ON UNDISTURBED SOL MINIMAL ASPHALT DENSITY IS 902,
PAVEMENT REPAIR WHERE PIPE INSTALLED
(FOR PRIVATE Roans AND PAVED AREAS.
CONTRACTOR TO MEET UK REOUI EMEIM AS DEFINED BY
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2. THE CC"T"ACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
REFOBE AMY CONSTRUCTION DECUM,
a THE CONIRICTOR is IESPOI45G E FOR TEMPORARY SEDI LOT NO EROSION CONTROL
MEASU ERNWLE CON STW1CTIONBINPROGRESS.
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L TIE COITRACIOR B
RESPONSIBLE FOR LAY DOWN • STOCKPILE AREAS
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I THE CONTRACTOR S RESPONSIBLE FOR LOCATM ALL UNDERGROUND NITILTRES
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Tl THE CONTRACTOR IRRESPONSIBLE FORTENFORANTSEOME TAND EROSION CONTROL D_
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4. THE CONTRACTOR NS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AMA X. F-
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(TDARRAFLDEMORO OOMPUMMWKMALLLOC&AMUrATERM"TIOSL akq
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA w F
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ALL SANUTART SEWER AND ASSOCIATED APPURTENANCES INSTALLED INTHIN NCDOT RIGHT OF A7-J iD rf
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(httP : / %.ncdDL.Dov /dOh /Weematu i /Pe /Ntd_draw /defauRhtrrd) AND 2008 NCDOT (n
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FOR CONSTRUCTION uRS PROA No.
31828818 21 or 22

PAVEMENT REPAIRS FOR SUPERPAVE MIX TYPES
NCDOT DETAIL 654.01
NOT TO SCALE
THRUST UNDISTURBED SOIL
i BUD=
AREA OF
BEARING
EU30W
M.J.PLUG
CONCRETE THRUST
BL.00C (TYP.)
SEE BLOW -OFF DETAIL FOR CLARIFICATION OF
CONSTRUCTION REQUIRED AT DEAD ENDS
HORIZONTAL BEND
4SIUE' E"XIC,�4V.Al
01:i4
MINIMUM
CONCRETE
BLOCONO C.Y.
N91L Pa[
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T ® !
9u0 a
SAWED PAVEMENT CMS.
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4
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11• B28DB OR 828A 8119E COURSE
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BRURFA C E E COURSET 89JSB OR pJC
1/3
6
1/3
1/3
1/3
1/3
1/3
01181NOPAV9WNTM"
1/3
1/2
1/3
1/3
1/3
DO NOT DISTURB
EXOTN0 STONE
2/3
3/4
1/2
1/3
NEW UTILITY
12
3/4
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2/3
r�•
x • sPa
14
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1/3
18
1 -1/3
r
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16
1 -2/3
2 -1/3
1 -1/3
2/3
1/3
20
2-0
310
1 -2/3
3/4
20' MN.
24
3.0
4-1/3
2 -1/3
PROVIDE SACIWILASSHOWN ON PAVEMENT .<
2/3
(TYP. BOTH SIDES)
REPAIR DETAL SHEET OTa ,
,
D
NCDOT ROADWAY
D
%
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ASPHALT CUTS
PAVEMENT REPAIRS
ON ROADS TO BE
RESURFACED
AT 90'(M)
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r -r
(PIPE Is PLACED UNDER
DUSTING PAVEMENT)
1S
P 10'
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11.82LOO OR 02LC BASE COURSE
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THE ENTIRE ROAD
DO NOT CBTURB
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UNDER EXISTING
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NCDOT DETAIL 654.01
NOT TO SCALE
THRUST UNDISTURBED SOIL
i BUD=
AREA OF
BEARING
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10
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2 -1/3
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310
1 -2/3
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24
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NOTES
1.) THRUST MMS SMALL 13E INSTALLED ON PRESSURIZED SEWER
2.) � �ATTERR THAAND12 INCH�WAMM EhR SMALL REQUIRE
RESTRAINED JCNT PIPE FOR THE PROPER LENW .
A) COMPACT FITTINGS ARE NOT ACCEPTABLE STANDARD FITRNOS
SMALL BE USED WITH CONCRETE THRUST BLACIGNG
46) ITHRUST YAMMER SHOWN. BE INSTALLED ON SEWER FORCE MAIN
5.) IF SAC -CRETE IS USED, MD9NG MUST BE ON SITE UTILIZING A
MECHANICAL MIXER.
6.) NO CONCRETE SHALL BE PLACED ON BOLTS WRAP JOINT
FITTINGS WITH PLASTIC.
7. CONCRETE SHALL BE A MINIMUM 3,000 p9L
A ALL BEAFBNG SURFACES SMALL BE AGAINST UNDISTURBED SOIL
9. USE OF RESTRAINED JOINT DUCTILE IRON WILL BE REQUIRED IF
SOIL CONDITIONS DO
10.) ALL VERTICAL BENDS SH B RESTURAINED USIT NG BLACCS
RESTRAINED JOINT DUCnLE IRON PIPE.
THRUST BLOCKING
NOT TO SCALE
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FOR CONSTRUCTION
31628618
22 s 22