NC0086550_Remission Request_20160831

Phone: [phone]
August 18, 2016
TOWN OF FAIRMONT
421 South Main Street • P.O. Box 248
Fairmont, NC 28340
Email: [e-mail]
www.fairmontnc.com
Ms. Belinda S. Henson
Regional Supervisor
Water Quality Regional Operations Section
Fayetteville Regional Office Division of water Resources, NCDEQ
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Fax: [phone]
RECEIVEDINCaEQl WR
AUG 3 12016
Water Quality
Permitting Section
Subject: Notice of Violation and Assessment of Civil Penalty
For Violations of -north Carolina General Statute ,(G.S.)143-216.1(a)(6)
and NPDES WW Permit No. NC0086550
Town of:Fairmont -
Fairmont Regional WWTP .• - - ;-
Case No:.LV-2016-0144
Robeson County
Dear Ms. Henson:
This letter is to request remission.of the Civil Penalty assessed -under the subject Violation; Case No. LV-
2016-0144-Limit_Exceed"a6'ce V'iolation(s). - _;w -
According,to the Justification for Remission Request, "Pursuant -to N.C.G.S. § 1438-282.1(c), Remission of
a civil penalty may be granted only -when one -or -more -of fhe46116wing=five-factors_apply. It is the Town's
contention that three of the five -factors apply; (a) one or more -of the civil penalty�assessment factors in
N.C.G.S. 1436-282.1(b) were wrongfully applied to`the detriment of the petitioner (the assessment
factors are listed in the civil -penalty assessment document; -(b) the -violator promptly abated continuing
environmental damage resulting from the violation (i; e.- explain the steps that you took to correct the
violation and prevent -future occurrences);-and=(c) the violation was inadvertent or a, result of an
accident (i.e. explain why the violation was unavoidable or something you could n'ot prevent or prepare
for).
`(a) one or more ofihe•civ-il--penalty_assessment factors -in N.0 G.S. 14313 -282.1(b -)-were wrongfully
applied to the-detr'imenft'of the petitioner-- '
Assessment Factors
(1) The degree and extent of harm to -the: natural resources of the State, to the public health, or
to private property resulting from the violation;
The Town of Fairmont February DMR shows that the town never exceeded any maximum daily
limits for Effluent Discharge. Therefore, we don't believe there was any harm to the natural

resources of the State, or to the public health, or to private property resulting from the
violation.
(2) The duration and gravity of the violation;
The Town contends that since the DMR shows no violation of maximum limits for Effluent
Discharge, the gravity of the violation was minimal at best.
(3) The effect on ground or surface water quantity or quality or on air quality;
Again, the effluent discharge limits were never exceeded. The town contends that there was no
negative effect on ground or surface water quantity or quality or on air quality.
(4) The cost of rectifying the damage;
The Town contends that there was no cost associated with to rectify damage because there was
no damage. If there is damage that the Town has not been made aware of, we ask that it be
identified and that the town be allowed to rectify that damage.
(5) The amount of money saved by noncompliance;
The violation was inadvertent, beyond the town's control and unpredictable. Therefore the
Town couldn't have intentionally failed to comply in an attempt to save money.
(6) Whether the violation was committed willfully or intentionally;
As explained in the June 14, 2016 letter requesting that no civil penalty be assessed, the town
suffered a record amount of rain; 11.3 inches. (See copy of the Town's hand written Sewer Plant
Log, demonstrating Rain Fall in inches and a copy of the February eDMR.) Even a system that
typically does not have substantial inflow and infiltration issues will experience higher than
normal water levels if inundated by the rapid influx of rain water. In addition, our records show
that our regional Columbus County partners experienced rainfall totaling 8.6 inches for the
month of February. Record levels of rainfall are the result of natural causes and can't be
predicted. That being the case, the Town contends that it did not commit the violation willfully
or intentionally.
(7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Commission has regulatory authority; and
The Town's record shows that we routinely comply with the programs over which the
Environmental Management Commission has regulatory authority.
(8) The cost to the State of the enforcement procedures.
The Town can't contest the cost to the State to enforce procedures and it realizes that the State
must proceed with enforcement action when there are violations, even if those violations were
not intentional. The fact that enforcement actions cost the State can't be denied.

(b) the violator promptly abated continuing environmental damage resulting from the violation (i.e.
explain the steps that you took to correct the violation and prevent future occurrences)
The Town acknowledges that it has inflow and infiltration problems and we have and are taking
additional steps to rectify these issues. Even though our system is regional, doesn't negate the
fact that we are a small town with limited funds. That being said, we rely heavily on assistance
through loans and grant funding sources to handle issues that require large sums of money to
abate. As you know the state provides most of the available grant funds and a lot of those funds
are made available under timed funding cycles. In order to qualify and receive those funds,
towns must operate within the time constraints of the state. The following represents our
efforts to resolve these issues to date:
Since 2014, the town has been taking steps to correct the inflow and infiltration of water coming
from all systems connected. One project, funded through the sale of revenue bonds and a
CWMTF grant was completed in November of 2014. The grant was in the amount of $600,000,
the revenue bonds totaled $385,000 and the town obligated a local match in the amount of
$15,000. This project replaced approximately 1,416 linear feet of 10" sewer lines, rehabilitated
approximately 1,700 linear feet of sewer lines, and 37 manholes were either replaced or
repaired.
The Town has solicited the help of the North Carolina Rural Water Association (NCRWA) to
perform smoke tests on our system and the systems of our regional partners. The two larger
systems have received grants to help eliminate much of the I&I. The Proctorville smoke test is
complete, corrective measures are currently underway pursuant to the findings and the smoke
tests for the other smaller systems are being scheduled at the convenience of the NCRWA.
The I&I grant currently underway with the Town of Fairmont, is in the amount of $1.765 million
and was awarded in 2015. The Town has already been approved by NC DEQ to begin the design
and construction phase. The field work, in terms of surveying, is essentially complete and the
Town will be submitting a request for design review sometime in the fall. A copy of the Updated
Letter of Intent to Fund Milestone Requirements is attached. Also, the most recent status
report from the Town's Consultants, LKC Engineering, PLLC, is attached. The Town took a good
hard look at our system and determined that due to the amount of work needed, we would
have a three-phase project. Phase I is complete, Phase II is in progress and we fully intend to
continue on to Phase III to make sure we have done everything possible to improve our system.
We have also encouraged our regional partners to pursue funding as well. Hopefully, the state
will see the merit in approving funding for our partners, as the health of our system is fully
integrated with their ability to simultaneously correct any problems they are experiencing.
The Town of Fair Bluffs grant was also awarded in 2015 in amount of $3 million. The project
will replace sewer collection lines in much of the low/moderate income areas of Fair Bluff and
involves the rehabilitation of 18,550 linear feet of sewer lines and 52 manholes. The
environmental requirements for the Fair Bluff grant are basically met now, and the engineers
are also wrapping up their surveying. They expect to submit the finished plans to the state in
September. Hopefully the state approval of the plans will be attained by January 2017, which
will allow the project to be bid out in March of 2017.

(c) the violation was inadvertent or a result of an accident (i.e. explain why the violation was
unavoidable or something you could not prevent or prepare for).
In previous correspondence with NC DEQ, the town demonstrated the history of rainfall events from
2014 to present and to reiterate that rainfall events, particularly for Southeastern North Carolina, I
submit the following:
A review of historical rain events for the last three years shows a steady increase. The month of
February alone there has been progressively higher amounts of rain: February 2014 — 6.5", February
2015 —10.2", February 2016 —11.3." Even a system that typically does not have substantial inflow and
infiltration issues will experience higher than normal water levels if inundated by the rapid influx of rain
water.
In recent years, the Town of Fairmont has experienced financial hardships that, at one time, rendered
our fund balance as low as 4%, which, as you know, is 4% lower than recommended by the North
Carolina Local Government Commission. We have struggled to climb up from this downward financial
spiral. We have explored and continue to explore every available resource to help improve our system.
The Town respectfully requests that you weigh the evidence and data provided, along with the
attachments and that the assessment set forth in your letter dated August 2, 2016 for Case No. LV -2016-
0144 is remitted.
Sincerely,
Kat ina Y. Tatum
Town Manager

4
JUSTIFICATION FOR REMISSION REQUEST
Case Number: LV -2016-0144
Assessed Party: Town of Fairmont
Permit No.: NC0086550
County: Robeson
Amount Assessed: $1,659.26
Please use this form when requesting remission of this civil penalty. You must also complete the 'Request For Remission,
Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form to request remission of this civil penalty.
You should attach any documents that you believe support your request and are necessary for the Director to consider in
evaluating your request for remission. Please be aware that a request for remission is limited to consideration of the five
factors listed below as they may relate to the reasonableness of the amount of the civil penalty assessed. Requesting
remission is not the proper procedure for contesting whether the violation(s) occurred or the accuracy of any of the factual
statements contained in the civil penalty assessment document. Pursuant to N.C.G.S. § 143B -282.1(c), remission of a civil
penalty may be granted only when one or more of the following five factors apply. Please check each factor that you
believe applies to your case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B -282.1(b) were wrongfully applied to the
detriment of the petitioner � (the assessment factors are listed in the civil penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the violation (Le., explain the
steps that you took to correct the violation and prevent future occurrences);
X(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation was unavoidable or
something you could not prevent or prepare for);
Y
1 ,
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial actions (i.e., explain
how payment of the civil penalty will prevent you from performing the activities necessary to achieve
compliance).
EXPLANATION:

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
*611jetraeldMeM7WL61121
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINISTRATIVE HEARING AND
STIPULATION OF FACTS
Town of Fairmont )
Fairmont Regional WWTP )
PERMIT NO. NCO086550 ) CASE NO. LV -2016-0144
Having been assessed civil penalties totaling $1,659.26 for violation(s) as set forth in the assessment document of the
Division of Water Resources dated August 2, 2016„ the undersigned, desiring to seek remission of the civil penalty, does
hereby waive the right to an administrative hearing in the above -stated matter and does stipulate that the facts are as alleged in
the assessment document. The undersigned further understands that all evidence presented in support of remission of this
civil penalty must be submitted to the Director of the Division of Water Resources within thirty (3 0) days of receipt of the
notice of assessment. No new evidence in support of a remission request will be allowed after (30) days from the receipt of
the notice of assessment.
This the '� ! 14 day of
' LLQ/^ , 20_/6
t
SIG /BWAf
ADDRESS f
/��i�o•J t- �cJ c a�3�
TELEPHONE
9'(0f �80' x(69 add

August 26, 2016
Ms. Katrina Tatum, Manager
Town of Fairmont
421 South Main Street
Fairmont4, NC 28340
(Sent via email)
Re: Phase 2 Sewer Rehabilitation Project
Project Status Report
Town of Fairmont, North Carolina
LKC No. Fair -15.02
Ms. Tatum,
RECEIVED/NMEWWR
AUG 3 1 2016
Water Quality
Permitting Section
Design plans (see attached) and specifications for the above referenced project have been completed,
and we are preparing to submit the design for permitting. As you are aware, the final design must also
be submitted to CDBG-I for their approval before we can advertise the project for bid. We are preparing
the design review package for CDBG-I and expect to send that out early next week. The remaining
project deadlines set by CDBG are listed below. We do not foresee any difficulty meeting this schedule
provided agency reviews are completed in a timely fashion. We will make every effort to stay ahead of
schedule.
•
• Submit Bid and Design Package: September 18, 2016
• Receive Final Approval of Bid and Design Package: January 17, 2017
• Receive Bids and Submit Bid Information for Agency Approval: March 15, 2017
• Execute Construction Contracts: April 17, 2017
We are hopeful of obtaining additional funding through available funding sources to complete the Phase
3 inflow and infiltration improvements included in the Town's Capital Improvement Plan. We will keep
you informed of any action the Town will need to take to help secure funding.
If you have any questions, please do not hesitate to contact me at [phone] or by email at
[e-mail].
Sincerely,
LKC Engineering, PLLC
Mark Lacy, P.E.
LKC Engineering, PLLC,140 Aqua Shed Court, Aberdeen, North Carolina 28315
PH: 910/420-1437 * FAX: [phone] * License No. P-1095

I
Town of Fairmont Regional
Wastewater Treatment plant
Sewer Plant T.nQ

�. Poe
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 22, 2015
The Honorable Charles Townsend, Mayor
Town of Fairmont
P.O. Box 248
Fairmont, North Carolina 28340-0248
SUBJECT: CDBG-Infrastructure Funds No. 14-I-2657
Updated Letter of Intent to Fund.
Sewer System Rehabilitation Phase 2
-- - - - - - October 2014 Application Cycle
Dear Mayor Townsend:
The Division of Water Infrastructure has reviewed your application to the Community
Development Block Grant Program,, and the State Water Infrastructure Authority has
approved your project as eligible to receive a grant of $1,765,000 to rehabilitate
approximately 16,700 linear feet of gravity sewer line and 68 manholes. Please note that
this intent to fund is contingent on meeting all of the following milestones:
Milestone
Date
Attendance at EA/PER Workshop
February 5, 2015
Contract with DWI Executed
June 15, 2015
Engineering Report Submitted
October 15, 2015
Environmental Document Submitted
March 15, 2016
Request for Release of Funds Approved
March 30, 2016
Engineering Report Approved
March 15, 2017
Bid and Design Package Submitted
September 18, 2016
Bid and Design Package Approved
January 17, 2017
Advertise Project, Receive Bids, Submit
Bid Information
March 15, 2017
Execute Construction Contract(s)
I April 17, 2017
Division of Water Infrastructure
1633 Mail Service Center, Raleigh, North Carolina 27699-1633
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Internet: hftp://pogal.ncdenr.org/web/wi/home
An Equal Opportunity \ Affirmative Action Employer

8/23/2016 2:49:50 PM Budget vs Actual
TOWN OF FAIRMONT Ending Date: 08/23/2016
Description Budget MTD
'D K19 --, )6f10AJ7'
Page 1 Of 2
YTD Variance Percent
Revenues
75-289-0000 FUND BALANCE 0.00 0.00 0.00 0.00
75-289-0100 CDBG-I FUNDS 1,738,000.00 0.00 0.00 (1,738,000.00)
Total Revenues for Fund 75 1,738,000.00 0.00 0.00 1,738,000.00

8/23/2016 2:49:50 PM
TOWN OF FAIRMONT
Description
dvkA %29�
Budget vs Actual
Ending Date: 08/23/2016
Budget MTD YTD
Page 2 Of 2
Variance Percent
Expenditures
75-660-5700 CDBG ADMINISTRATION
115,200.00
0.00
0.00
115,200.00
75-660-5701 ENVIRONMENTAL REVIEW
0.00
0.00
0.00
0.00
75-660-5702 PRELIMARY ENGINEERING
4,000.00
0.00
0.00
4,000.00
75-660-5703 ENGINEERING & DESIGN
106,000.00
0.00
0.00
106,000.00
75-660-5704 BID AND AWARD
8,000.00
0.00
0.00
8,000.00
75-660-5705 CONSTRUCTION MGMT/ INS
86,000.00
0.00
0.00
86,000.00
75-660-5706 SURVEYING
23,400.00
0.00
0.00
23,400.00
75-660-5707 CONSTRUCTION
— - - — --- - ---------------------------
1,395,400.00
------ --
0.00
-"---------------
0.00
-- ---
1,395,400.00
- - - - —------------- ----------
Department Totals 660 NON -DEPT
1,738,000.00
0.00
0.00
---
1,738,000.00
Total Expenses for Fund 75 1,738,000.00 0.00 0.00 1,738,000.00
Revenues Over/ Under Expenses: 75 0.00 0.00

8/23/2016 2:49:04 PM Budget History Listing Page 1 Of 1
TOWN OF FAIRMONT
Reporting - Account: 75-289-0000 thru 75-289-0100 For Date Range: 08/23/2016 thru 08/23/2016
Account: 75-289-0000 - FUND BALANCE
-- No Activity --
unt: 75-289-0100 - CDBG-1 FUNDS
Balance Forward
Budget Balance:
0 1,765,000.00
0.00 1,765,000.06
-10

NP&S kRIVAT NO... NC0086550
FACILITY NAME: FailmohtReyonal WWTP
a'
OWNER NAME: Town of Fairmont
`LADE: WW -3
-�MR PERIOD: 02-2016 (February 2016)
COMPLIANCE:
PERMIT VERSION: 4.0
CLASS: WW -3.
ORC. Kevin H Taylor
ORC HAS CHANGED: No
VERSION: 1.0
CONTACT PHONE#: [phone]
PERMIT STATUS: Active
COUNTY: Robeson
ORC CERT NUMBER 1001446
STATUS: Processed F
SUBMISSION DATE: 03/17/2016 1
03/17/2016
ORC/Certifier Signature: Kevin 1pgly2or E-Mail:ktaylormsi@yahoo_com PhoneR# �0�7d1ER1� 300' DVVR Date
By this signature, I certify that this report is accurate and complete to the best of my knowledge. AUG 3 12016
Water Quality
The permittee shall report to the Director or the appropriate Regional Office any noncompliance that potentially threatens pdbiic !1 th &r f etii®vuonnrent.
Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the permittee becomes aware of the circumstances.
If the facility is noncompliant please attach a list of corrective actions being taken and a time -table for improvements to be made as required by part II -E.6 of
the NPDES permit
03/17/2016
Permittee/Subihitter Signature:***in Taylor E-Mail:[e-mail] Phone #:[phone] Date
Permittee Address: Off US Hwy 74 FaitmonbOIK2640 Permit Expiration Date: 07/31/2019
I certify, Under penalty of law, that this document and all attachments were prepared under my direchoh or supervision in accordance with a system designed
�—j assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who managed the
system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, itnd complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for
knowing violations.
CERTIFIED LABORATORIES
LAB NAME: TBL
CERTIFIED LAB#:
PERSON(s) COLLECTING SAMPLES: Kevin Taylor / Johnny Britt
PARAMETER CODES
Parameter Code assistance may be obtained by calling the NPDES Unit [phone] or by visiting httP://PortaLncdenr.org/we"b/wq/swpfpstnpdedfonns.
org/web/wq/swpfpstnpdedfonns.
FOOTNOTES
Use only riftits of measurement designated in the reporting facility's NPDES permit for reporting data
* No NoW/Discharge From Site: Check this box Trio discharge occurs and, as a result there are no data to be entered for all of the parameters on the DMR
for entire rhonitoring period-
** ORC on Site?: ORC must visit facility and document visitation of facility as required per 15A NCAC 8G.0204
***- Signature of Permittee: If signed by other than the permittee, then delegation of the signatory authority must be on file with the state per 15A NCAC 2B
�0506(b)(2)(D).
w�

N?DE� PERMIT NO.:14CO086550
PERMIT VERSION: -o PERMIT STATUS: Active
FACILITY NAME: Famhont Regional W WTP CLASS: WW -3. COUNTY: Robeson
OWNER NAME: Town of Fairmont ORC: Kevin H Taylor ORC CERT NUMBER 1001446
GRADE - W-3
W-3 ORC HAS CFIANGED: No
�jeDMR i`'ERIOD: 02-2016 (February 2016) VERSION: 1_0 STATUS: Processed
SAMPLING LOCATION: INFLUENT DISCHARGE NO.: 001
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L N"EWOERMIT NO.: NCO086550 PERMIT VERSION: 4.0 PERMIT STATUS: Active
FACILITY NAME: Fairmont Regional W W1P CLASS: WW -3. COUNTY: Robeson
OWNER'NAME: Town of Fairmont OkQ Kevin H Taylor ORC CERT NUMBER 1001446
:RADE: WW -3 OkC HAS CHANGED: No
"MR PERIOD: 02-2016 (February 2016) VERSION: 1_0 STATUS: Processed
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SAMPLING LOCATION: EFFLUENT DISCHARGE NO.:
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HOLIDAY=NoVisiWon-Holiday
A

5r 'NPDE51 PERMIT NO.: NCO086550
-
PERMIT VERSION: 4_0
PERMIT STATUS: Active
FACILITY NAME: Fairmont Regional W W Ip
CLASS: WW -3_
COUNTY: Robeson
OWNENAME: Town of Fairmont
ORC: Kevin H Taylor
ORC CERT NUMBER 1001446
GRADE: WW -3
ORC HAS CLANGED: No
eDMR PERIOD: 02-2016 (February 2016)
VERSION: 1.0
STATUS: Processed
SAMPLING LOCATION: EFFLUENT DISCHARGE NO.:
001 NO DISCHARGER: NO
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' NM11S �jk IIT NO.: NC0086550
FACILITY NAME: Fairmont Regional W WTp
OWNER NAME: Town of Fairmont
GRADE: WW -3
�,—°DMR PERIOD: 02-2016 (February 2016)
PERMIT VERSION: 4.0
CLASS: WW -3.
dRC: Kevin H Taylor
()RC HAS CHANGED: No
VERSION: I.0
Report Cmhments: c,
We had 113in of rain fall for the month and our average of the month was 1.937 mgd
PERMIT STATUS: Active
COUNTY: Robeson
ORC CERT NUMBER: 1001446
STATUS: Processed

TOWN OF FAIRMONT
2016-2017 BUDGET
ORDINANCE 16-165
BE IT ORDAINED by the Board of Commissioners of the Town of Fairmont, N.C. meeting in regular session
this 21st day of June 2015, that the following fund revenues and department expenditures together with
certain restrictions and authorizations are adopted:
SUMMARY
GENERALFUND
POWELL BILL
WATER & SEWER FUND
FEDERAL DRUG FUND
STATE DRUG FUND
USDA - RBEG PROGRAM
SEWER REHAB PROJECT PHASE II
CEMETERY
TOTAL
SECTION I GENERAL FUND
Source
MOTOR VEHICLE TAX REVENUE
CURRENT TAX REVENUE
PRIOR YR TAX REVENUE
DISCOUNTS
PENALTY
CABLE/VIDEO TAX REVENUE
LOT CUTTING
RENT - PUBLIC BLDGS.
FIRE INSPECTIONS
MISC.
FINES/PARKING FEES
MAY DAY DONATIONS
FRANCHISE TAX
BEER & WINE
SALES TAX
ABC REVENUE
COURT FEES
ZONING FEES
SANITATION REVENUE
SANITATION - OTHER
SOLID WASTE DISPOSAL TAX
SUBTOTAL
Department
GOVERNING BODY
ADMINISTRATION
CLERK
FINANCE
TAX
LEGAL
PLANNING, CODES ENFORCEMENT
PUBLIC BUILDING
POLICE
POLICE DISPATCH
FIRE DEPT.
$1,851,030.00
$89,500.00
RECEIVEDINCI)EQN,212,650.00
$50.00
AUG 312016 $200.00
Water Quality $6,000.00
P.,mitting Section $1,738,000.00
$18,830.00
$4,916,260.00
REVENUE ANTICIPATED
EXPENDITURES AUTHORIZED
Page 1
Amount
$92,000.00
$650,000.00
$75,000.00
($7,000.00)
$15,000.00
$15,430.00
$1,500.00
$19,000.00
$750.00
$1,000.00
$200.00
$2,000.00
$140,000.00
$12,750.00
$570,000.00
$22,000.00
$3,250.00
$1,200.00
$235,000.00
$250.00
$1,700.00
$1,851,030.00
Amount
$13,560.00
$91,244.00
$58,092.00
$125,347.00
$21,275.00
$12,000.00
$11,050.00
$131,785.00
$673,040.00
$81,229.00
$61,256.00

GARAGE
STREET
SANITATION
PARKS & RECREATION
PALMER DRUG
LIBRARY
BORDER BELT MUSEUM
FARMERS' FESTIVAL
MAY DAY FESTIVAL
NON -DEPARTMENTAL
SUBTOTAL
SECTION II POWELL BILL FUND
Source
POWELL BILL ALLOC.
SUBTOTAL
Department
PERSONNELEXPENSE
MAINTENANCE
DRAINAGE
SUBTOTAL
SECTION III WATER & SEWER FUND
Source
WATER REVENUE
SEWER REVENUE
SEWER REVENUE - MISCELLANEOUS
SEWER CONTRACT REVENUE
SEWER CONTRACT O/M
TAPS/CONNECTIONS
LATE FEES
RECONNECTIONS
SUBTOTAL
Department
NON -DEPARTMENTAL
WATER/SEWER ADMINISTRATION
WATER TREATMENT
WATER MAINTENANCE
SEWAGE TREATMENT
SEWER MAINTENANCE
SEWER CONTRACT O & M
SUBTOTAL
TOWN OF FAIRMONT
2016-2017 BUDGET
ORDINANCE 16-165
REVENUE ANTICIPATED
EXPENDITURES AUTHORIZED
REVENUE ANTICIPATED
EXPENDITURES AUTHORIZED
Page 2
$49,960.00
$161,240.00
$235,950.00
$15,395.00
$500.00
$6,825.00
$1,000.00
$2,000.00
$4,000.00
$94,282.00
$1,851,030.00
Amount
$89,500.00
$89,500.00
Amount
$49,645.00
$30,455.00
$9,400.00
$89,500.00
Amount
$382,000.00
$450,000.00
$500.00
$300,000.00
$55,000.00
$1,100.00
$21,550.00
$2,600.00
$1,212,650.00
Amount
$277,573.00
$217,491.00
$164,426.00
$82,795.00
$358,644.00
$80,221.00
$31,500.00
$1,212,650.00

I
TOWN OF FAIRMONT
2016-2017 BUDGET
ORDINANCE 16-165
SECTION IV FEDERAL DRUG FUNDS
Source REVENUE ANTICIPATED
FEDERAL DRUG FUNDS
SUBTOTAL
Department EXPENDITURES AUTHORIZED
NON -DEPARTMENTAL
SUBTOTAL
SECTION V STATE DRUG FUNDS
Source REVENUE ANTICIPATED
STATE FUNDS
SUBTOTAL
Department EXPENDITURES AUTHORIZED
NON -DEPARTMENTAL
SUBTOTAL
SECTION VI USDA - RBEG FUND
Source REVENUE ANTICIPATED
LOAN REPAYMENTS
SUBTOTAL
Department EXPENDITURES AUTHORIZED
ECONOMIC DEVELOPMENT
GRANTS
SUBTOTAL
SECTION VII SEWER SYSTEM REHAB PROJECT PHASE II
Source REVENUE ANTICIPATED
CDBG-I FUNDS
SUBTOTAL
Department EXPENDITURES AUTHORIZED
NON -DEPARTMENTAL
SUBTOTAL
SECTION VIII CEMETARY FUND
Source REVENUE ANTICIPATED
FUND BALANCE
SUBTOTAL
Department EXPENDITURES AUTHORIZED
i LABOR,SUPPLIES & EQPT.
SUBTOTAL
Page 3
Amount
$50.00
$50.00
Amount
$50.00
$50.00
Amount
$200.00
$200.00
Amount
$200.00
$200.00
Amount
$6,000.00
$6,000.00
Amount
$3,000.00
$3,000.00
$6,000.00
Amount
$1.738,000.00
$1,738,000.00
Amount
$1,738,000.00
$1,738,000.00
Amount
$18,830.00
$18,830.00
Amount
$18,830.00
$18,830.00

TOWN OF FAIRMONT
2016-2017 BUDGET
ORDINANCE 16-165
SECTION IX TAX RATE ESTABLISHED
An Ad Valorem Tax Rate of .73 per $100 full valuation is hereby established as the
official tax rate for the Town of Fairmont for the fiscal year 2015-2016. This is based
on an estimated valuation of $99,131,557.00 and an estimated collection rate of 90%.
SECTION X SPECIAL AUTHORIZATION - BUDGET OFFICER
A. The Budget Officer shall be authorized to reallocate departmental appropriations
among the various OBJECTS of expenditures as she believes necessary.
B. The Budget Officer shall be authorized to execute interdepartmental transfers,
in the same fund, not to exceed 10% of the appropriated monies for the department
whose allocation is reduced. Notation of all such transfers shall be made
to the Board on the next succeeding financial report.
C. He/she may make interfund loans for a period of not more than 60 days.
D. Interfund transfers, established in the budget document, may be accomplished
without recourse, to the board. '
SECTION XI RESTRICTION - BUDGET OFFICER
A. The interfund transfer of monies, except as noted in Section X, Paragraph C and D,
shall be accomplished by Board authorization only.
B. No salary increase may be made without Board approval.
C. No contributions to any agencies shall be made without board approval.
SECTION XII UTILIZATION OF BUDGET AND BUDGET ORDINANCE
This Ordinance and the Budget Document shall be the basis of the 2016-2017 Fiscal Year.
The Budget Officer shall administer the Budget and shall insure that operating officials are
provided guidance and sufficient details to implement their appropriate portion of the
budget. The accounting section shall establish records which are in agreement with the
Budget and this Ordinance and the appropriate statutes of the State of N.C.
Adopted this 21st day of June, 2016.
By:
Bobby dkarles Townsend, Mayor
Attest:
H. LA(rson, NCCMC, Town Clerk
Page 4

PHASE 2
SANITARY SEWER SYSTEM
REHABILITATION
CDBG No. 14-I-2675
FOR THE
TOWN OF FAIRMONT
ROBESON COUNTY, NORTH CAROLINA
COUNTY LOCATION MAP
NTS
tiM'��Rp i
Digitally signed by
- Charles Townsend
Mark Lacy, P.E.
��e��°`"'°":
Date: 2016.08.26
.
09:23:34-04'00'
Town Council
Mayor
- Charles Townsend
Mayor Pro -Tem
- Monte McCallum
Commissioner
- J.J. McCree
Commissioner
- Casandra Gaddy
Commissioner
- Charles Kemp
Commissioner
- Amelia A. McLean
Commissioner
- Terry Evans
FINAL DRAWING — FOR REVIEW ONLY — NOT FOR CONSTRUCTION

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by Mark Lacy, P.E.
D e.2 6.08.26
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GRAVITY SEWER
u ❑ % FENCE W0005
I CRAVIIY SEWER
EVERT
TUTH01OL'I
' +82 S-LE10481' REHAB MANHOLE A5
STA 5+2358 S-3 15' RIM ELEV 10621' `, APARTMENTS
j Nro INVERT OUT 101 62' xl '�/^lJ 407.49' (12` CIPP)
MANHOLE 14 pp� 21081' -2L CIPP 28858' 12- CIPP
8 458 25' 12' CIPP)
STA 0+00 00 S-3 1 °
STA 0+0000 S-4 REHAB MANHOLE 84 _----'-- a�
_____________
-RIM ELEV 105 64' STA 4+99 40 S-3
RIM ELEV.IN 10828' / LJ PoLE
INVERT IN 10221' INVERT IN 101 53' 2418, '0005 Yl'ri REHAB MANHOLE f♦6
INVERT IN 10092' INVERT IN 101.47' 12' CIPP STA 9+8183 S-3
INVERT OUT 10084 INVERT OUT 10143' ( ) RIM ELEV 10782'
INVERT IN 10401'
('INVERT OUT 10253' _^�
1 I Y Y Y Y l( 1' ',
C WOODS
FARMONT
RECYCLING %
4
LINE S-3
(CIPP REHABILITATION)
CIPP REHABILITATION NOTES:
1 BEFORE BEGINNING CIPP INSTALLATION. THE CONTRACTOR SHALL
PRESSURE CLEAN ALL UNES TO BE RECONDITIONED ALL WASTEWATER,
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MANS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT RE IRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED. THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS THE QUA TTY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED.
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MANS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE. ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID ITEM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT. IF NEEDED, SHALL BE PAD FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 25 VERTICAL FEET, OUTSIDE DROPS SHALL BE PAD FOR
SEPARATELY
3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MANS REQUIRED TO PROPERLY INSTALL THE
CIPP INTERNAL PRESSURE GROUTING SHALL BE PAD UNDER A SEPARATE
UNI PRICE BID ITEM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
AND OR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
6 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION
7. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT,
INCLUDING UNE CONNECTIONS. UNE REPLACEMENTS, RECONDITIONING
AND/OR COORDINATING AROUND EXISTING LINES DURING CONSTRUCTION
25 0 50
SCALE IN FEET
Nor[ti $'
Carolina
THE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW
FOR STABILIZATION OF THE DISTURBED AREA
TO BE COMPLETED AT THE END OF EACH
WORKING DAY PER NCAC REQUIREMENTS
FOR LINEAR CONSTRUCTION
NOTES:
1. THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO,
AN TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES. OR LINES BEFORE
CONSTRUCTION BEGINS.
2 PIPE SEPARATION. THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MANS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MANS. IF THESE
SEPARATIONS CANNOT BE MANTANED. DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FELT FROM WATER MANS THE CONTRACTOR SHAT RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
3. THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION.
4. THE CONTRACTOR SHAT BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5 HEADWALLS, AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING UNE CONNECTIONS,
UNE REPLACEMENTS. AND/OR COORDINATING AROUND
EXISTING UNES DURING CONSTRUCTION

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/ MEADOW WDODS
APARNAENTS
CR40N SEWER
WODDS , - - 11 '
407,49' 1Y dPP
REHAB MANHOLE #6 PotE Y�1
STA 9+81 83 5-3 1.1 Ll �'v '
RIM ELEV 10782' QLl
INVERT IN 104.01' PoLE
INVERT
WOODS
CIPP REHABILITATION NO
1. BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHALL
PRESSURE CLEAN ALL LINES TO BE RECONDTTONED ALL WASTEWATER,
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER. THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MANS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, LINE
REPLACEMENTS, AND POINT REPAIRS. THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTAL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED.
THE CONTRACTOR SHALL INSTAL 8 LF OF NEW SANITARY SEWER MANS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BIO ITEM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAD FOR SEPARATELY THE
CONTRACTOR SHALL INSTAL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 25 VERTICAL FEET. OUTSIDE DROPS SHALL BE PAD FOR
SEPARATELY
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNA. PRESSURE
GROUTNG OF THE SEWER MANS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID ITEM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
AND OR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AN THE OWNER THE AMOUNT OF CIPP TO BE INSTATED PRIOR TO
ORDERING MATERIALS
ysigned
by Mark Lacy,P.E
Date: 2016.08.26
0ew '
REHAB MANHOLE #9
STA 21 '
5-3 CIPP)
^ _ RIM ET O 11214'
INVERT Ui 104 49' -
REHAB MANHOLE
STA 16+78.19 S-3 J
RIM ELEV. 110 53' J
INVERT IN 10367'
INVERT OUT 10357' \\J
POND` ✓ I
-REHAB MANHOLE �]
STA 13+89 32 S-3
RIM ELEV. 11045'
INVERT OUT 103 12'
r
LINE S-3
0)
(CIPP REHABILITATION)
NOTES.
S. THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
I THE CONTRACTOR SHALL CONTACT THE POWER CO.. GAS CO,
Q
MANHOLES AS INDICATED ON THE PLANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER. PRIOR TO
AND TELEPHONE CO FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES. OR LINES BEFORE
fYT
F' 1
Ln
INSTALLATION, FOR THE MGT MANHOLES TO BE RECONDITIONED. THE
CONSTRUCTION BEGINS
O
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
2 PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
W
F" Z
6 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
J
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
BETYEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
W
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
+
INSTALLATION.
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS. AND 10
HORIZONTAL SEPARATION BETWEEN HEWER
OT
7 ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
25 0 50
(INCFEE
(INCLUDING FORCE MANS) AND WATER MAINS. IF THERE
NNS.SANITIF
CONSTRUCTION SHALL BE THECIA RESPONSIBILITY OF THE CONTRACTOR. THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART THE PROJECT,
®
SEPARATIONS CANNOT BE MAINTAINED. DUCTILE IRON PIPE
INCUNE CONNECTIONS LINER .
ENIH, RING
SCALE IN FEET
WILL BE TIRE 10 FEET ETHER SIDE T CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HL _
In
TING LI CONSTRUCTION.
ANO/OR COORDINATING AROUND EXISTING LINER DURING CONSTRUCTION.
RECTAL
FET FROM WATER MANS THE CONTRACTOR SHALL RECEIVE
Q
Z
APPROVAL FROM THE ENGINEERIN 7HE FIELDBEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
W
3 THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION
h H O
s
1
L
4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
Z Z
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COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
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INCLUDING POWER POLES THE CONTRACTOR SHAT REMOVE
N w
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AND REPLACE ANY EXISTING
5 HEADWALLS. AS REQUIRED FOR THE CONSTRUCTION OF THE
_ '^ m O (j Z
PROJECT. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
6 } Q w
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Q w 3
NOh.
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING LINE CONNECTIONS,
U
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THE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW
LINE REPLACEMENTS, AND/OR COORDINATING AROUND
Z O
FOR STABIUZATION OF THE DISTURBED AREA
EXISTING LINES DURING CONSTRUCTION.
uh
TO BE COMPLETED AT THE END OF EACH
p
WORKING DAY PER NCAC REQUIREMENTS
FOR UNEAR CONSTRUCTION
C

LEWIS-BRADY
BUILDERS SUPPLY
FENCE
REHAB MANHOLE 810 `Al
STA 24+82 58 S-3
RIM ELEV. 10901'
INVERT OUT 10508'
REHAB MANHOLE #9STA(('� - -
RIM REV. 13 S-3 2830��'2- 10.52'' REHAB MANHOLE 11
RIM ELEV. 533
INVERT OUT 104 4E _ - (12- CIPP) STA 24+93.10 5-3
_ - RIM ELEV. 108.84'
INVERT OUT 10494'
SDS'--
50y,1i,, '
O
LINE S-3
(CIPP REHABILITATION)
C
1 BEFORE BEGINNING CIPP INSTALLATION. THE CONTRACTOR SHALL
PRESSURE CLEAN ALL UNES TO BE RECONDITIONED ALL WASTEWATER,
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
ECTILE
CONNONS AND LOCATION OF MANHOS THAT HAVE BEEN BURIED OR
PAVED OVER THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2. THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE. ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID ITEM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PA FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 2 5 VERTICAL FEET, OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID REM AND SHALL INCLUDE ALL GROUT, MATERIALS. TOOLS
AND LABOR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PUNS THE CONTRACTOR SHALL
COORDINATE WITH TRE ENGINEER AND THE OWNER, PRIOR TO
INSTALLATION. FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
6 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION
7 ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS
INCLUDES ALL WORK ASSOCIATED WTH ANY PART OF THE PROJECT,
INCLUDING UNE CONNECTIONS, UNE REPLACEMENTS, RECONDITIONING
AND/OR COORDINATING AROUND EXISTING UNES DURING CONSTRUCTION
REHAB MANHOLE #13
P` STA 29+5975 S-3
RIM ELEV 112 68'
INVERT OUT 10571'
` GRAVITY SEWER
a~
AINGT
r/ NCE
V
it
u
^v REHAB MANHOLE #12
STA 27+4317 S-3
RIM ELEV 110.46'
INVERT IN 10553'
INVERT OUT 10547'
LB
25 0 50
SCALE IN FEET
North $'
Carolina
U4TE-
THE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW
FOR STABILIZATION OF THE DISTURBED AREA
TO BE COMPLETED AT THE END OF EACH
WORKING DAY PER NCAC REQUIREMENTS
FOR LINEAR CONSTRUCTION.
DfscMrma
oan
signed
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U Mark Lac
by
Y Y, P.E.
'��4i44#A�loZ
Date: 2016.08.26
09:29:46 -04'00'
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NOTES:
1 THE CONTRACTOR SHALL CONTACT THE POWER CO. GAS CO,
AND TELEPHONE CO FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES. OR ONES BEFORE
CONSTRUCTION BEGINS
2 PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF UNE LESS THAN 10 HORIZONTAL
FELT FROM WATER MAINS THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE REM BEFORE
PAYMENT WILL BE MAGE AT DUCTILE IRON PRICES.
3 THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION
4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5 HEADWALLS, AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING UNE CONNECTIONS,
LINE REPLACEMENTS, AND/OR COORDINATING AROUND
EXISTING UNES DURING CONSTRUCTION.
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1. BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHALL
PRESSURE CLEAN ALL LINES TO BE RECONDITIONED. ALL WASTEWATER,
SLUDGE. AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY UIJJDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAN TO DETERMINE THE LOCATION OF AIL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANCE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID ITEM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT. IF NEEDED, SHALL BE PAID FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 25 VERTICAL FEET, OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY.
3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID ITEM AND SHALL INCLUDE ALL GROUT, MATERIALS. TOOLS
AND LABOR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
0
MANHOLE #18
STA. 3+03 01 S-6
STA 0+00 00 S-5
RIM ELEV. 127 15'
INVERT OUT 11812'
INVERT IN 118.19•
INVERT IN 11829' 1
IPP
J.. _..
117
N 17
STREET
l A_ PP
I -mPROPOUNE S V
LINE S-6
(CIPP REHABILITATION)
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PLANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
6 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS, THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION.
7. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT,
INCLUDING UNE CONNECTIONS, UNE REPLACEMENTS, RECONDITIONING
AND/OR COORDINATING AROUND EXISTING ONES DURING CONSTRUCTION
N
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P.E.
.26 z0'
O
REHAB MANHOLE 114D
H00
NOTES:
STA O+5-6
RIM ELEV. 127.29'
O
INVERT 11759'
M.
�
1. BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHALL
PRESSURE CLEAN ALL LINES TO BE RECONDITIONED. ALL WASTEWATER,
SLUDGE. AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY UIJJDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAN TO DETERMINE THE LOCATION OF AIL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANCE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID ITEM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT. IF NEEDED, SHALL BE PAID FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 25 VERTICAL FEET, OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY.
3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID ITEM AND SHALL INCLUDE ALL GROUT, MATERIALS. TOOLS
AND LABOR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
0
MANHOLE #18
STA. 3+03 01 S-6
STA 0+00 00 S-5
RIM ELEV. 127 15'
INVERT OUT 11812'
INVERT IN 118.19•
INVERT IN 11829' 1
IPP
J.. _..
117
N 17
STREET
l A_ PP
I -mPROPOUNE S V
LINE S-6
(CIPP REHABILITATION)
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PLANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
6 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS, THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION.
7. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT,
INCLUDING UNE CONNECTIONS, UNE REPLACEMENTS, RECONDITIONING
AND/OR COORDINATING AROUND EXISTING ONES DURING CONSTRUCTION
N
WORKING DAY PER NCAC REQUIREMENTS
FOR LINEAR CONSTRUCTION-
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P.E.
.26 z0'
O
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NOTES:
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WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
I
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
+
a
z
-
WORKING DAY PER NCAC REQUIREMENTS
FOR LINEAR CONSTRUCTION-
N
NOTES:
Q
I THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO,
AND TELEPHONE CO FOR THE EXACT LOCATION OF ALL
Ln I
UNDERGROUND MAINS, CABLES, OR LINES BEFORE
CONSTRUCTION BEGINS.
O
2. PIPE SEPARATION THE FOLLOWING MINIMUM PIPE SEPARATION
LN
F -Z
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
O
O J
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
+
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
0
25 0 50
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
FORCE MAINS) AND NS ITHESE
®
TILERONPIPE
SEPARATIONS CANNOTT BEMAINTAIN DR DUCTILE
)--•
SCALE IN FEET
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
N
ALONG ENTIRE LENGTH OF UNE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS THE CONTRACTOR SHALL RECEIVE
Z
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES.
3. THE RIGHTWAY SHOWN UTILITY EASEMENT SHALL. DICTATE
THE OMITS TS OOF CONSTRUCTION
Z 2 V
1
I
4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
V}1 O 0,
1
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
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ANY PART OF THE PROJECT, INCLUDING LINE
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WORKING DAY PER NCAC REQUIREMENTS
FOR LINEAR CONSTRUCTION-

REHAB MANHOLE 716 TRNTN
STA 0}0000 S-7 TABERN4LLE
RIM ELEV. 125.67' FAMILY-CONMONITr
INVERT OUT 116 72' -EXISTING
INVERT IN 11672' REHAB MANHOLE X17 I -WATER MAIN
INVERT IN 117.78' STA 1+454] S-7
RIM ELEV. 126.72'
WV
1 __ 14548' a CL=- • 3]826'18�CIPP THOMPSON STREET__
1
WM PP PP s
UBPARY BB&T
EXISTING q
GRAVITY SEWER I
CIPP REHA
1 BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHALL
PRESSURE CLEAN ALL LINES TO BE RECONDITIONED ALL WASTEWATER,
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MANS
THE VIDEO TAPE SHAH ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS CEMES OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONDUCTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MANS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS AS AMD WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID REM FOR MANHOLE INSTALLATION. ANY ASPHALT
REPLACEMENT, IF NEEDED, SWILL. BE PAD FOR SEPARATELY THE
CONDUCTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 25 VERTICAL FEET, OUTSIDE DROPS SHALL BE PAD FOR
SEPARATELY
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MANS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAD UNDER A SEPARATE
UNIT PRICE BID TEM AND SHALL INCLUDE ALL GROUT, MATERWS, TOOLS
AND OR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PIANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER. PRIOR TO
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
6. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION
7. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT,
NCLUDING LINE CONNECTIONS, LINE REPLACEMENTS, RECONDITIONING
AND/OR COORDINATING AROUND EXISTING LINES DURING CONSTRUCTION
Digitally signed
1� CARP /iii
�Z04pFEE9%Qi �.�
Lacy, P.E.
te: 2016.08.26
�OIxE �F
s09:32:02 -04'00
n\
REHAB MANHOLE #18
STA 5+23 73 S-7
RIM ELEV. 129.83'
INVERTOUT 119.67'
INVERT IN 119 71' �-
WM
LT REHAB MANHOLE #19 `
POLE I STA 8+2425 S-7
?P• e I RIM ELEV 12702'
OUT 5
PP IOUT
IN 120.73'0.73'
PP
EXISRNG
WATER MAN
25 0 50
SCALE IN FEET
North $�'
C�olina`,�
THE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW
FOR STABILIZATION OF THE DISTURBED AREA
TO BE COMPLETED AT THE END OF EACH
WORKING DAY PER NCAC REQUIREMENTS
FOR UNEAR CONSTRUCTION
NOTES,
1. THE CONTRACTOR SRALL CONTACT THE POWER CO.. GAS CO.,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS. CABLES, OR LINES BEFORE
CONSTRUCTION BEGINS
2 PIPE SEPARATION THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MANS) AND WATER MANS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FELT FROM WATER MANS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
3. THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION
4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES.
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5 HEADWALLS. AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING UNE CONNECTIONS,
LINE REPLACEMENTS, AND/OR COORDINATING AROUND
EXISTING LINES DURING CONSTRUCTION
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+ .... ...........
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INNaU 11. STA- 52174 S-7
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FINAL DRAWING FOR REVIEW ONLY NOT FOR CONSTRUCTION
PHASE 2 LKC Eng,reering, pjlc
Engineering 140 Aqua Shed Court
Aberdeen, NC 28315
REHABILITATION LINE S-7 Landscape Architecture 0 910.420.1437
FOR THE F. 110.637 0096
TOWN OF FAIRMONT ALTERNATE Planning '.erg
Ine ring.com
ROBESON COUNTY, NORTH CAROLINA KCLicense No. P-1095 cl, SANITARY SEWER SYSTEM STA 0+00 TO STA 8+24 L

/ ul I u0 I plH'CARi Digitally signed
by Mark Lacy, P.E.
Date: 2016.08.26
09:33:37 -04'00'
r
i � ~
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REHAB MANHOLE X20 tmt��1 l 1m� STA 7+81 52 S REHAB MANHOLE -8 823
STA 0+00.00 S-8 -1 t `I RIM ELEV. 12477'
STA 0+0000 S-11
RIM ELEV. 12424' INVERT OUT 11909'
INVERT OUT 11550' INVERT IN 119 T'
INVERT IN 115.63' d I
IN 11571 CIPP RPP INVERT N 12052' PP
INVERT PP PP 27893' 8" PP
0B,B- I• (CIPP J, 22549' (e" CIPP PPS J
BPP 18441' 8' CIPP PP 23880' 8' CIPP
HyD MARTIN LUTHER KING DRIVE wM
A Iw
1 a oWM WM WM 4HYD WM LB a e HYO ¢'
I LB c REHAB MANHOLE 821 L REHAB MANHOLE 822 ❑ wM WM WM REHAB MANHOLE 25
I STA ELEV. 5-8 STA 5+0259 S-8 REIM MANHOLE 824 STA 12+45 87 S�8
STA 0+0000 S-14 STA 10+0701 S—e
RIM ELEO 12380' RIM EIEV. 13044'
RIM EIFV 124.50' TRIM ELEV. 12].72
INVERT OlIT 11643' IJ ❑ INVERT 122.91'
W INVERT OUT 11773' INVERT 12172'
� INVERT IN 1164J' INVENT IN 11]73'
x INVERT IN 118.47'
x 2
C--T-)IN 8
n n n
ABILITATION NO
1. BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHALL
PRESSURE CLEAN ALL LINES TO BE RECONDITIONED ALL WASTEWATER,
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED. THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS. THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCTV
INSPECTION FINDINGS
2. THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED.
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID REM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 25 VERTICAL FEET. OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID REM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
AND OR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
LINE S-8
(CIPP REHABILITATION)
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PLANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER. PRIOR TO
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED. THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS.
6 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NC OT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCOOT 72 HOURS PRIOR TO ANY
INSTALLATION.
] ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT.
NCLUDING LINE CONNECTIONS. LINE REPLACEMENTS, RECONDITIONING
AND/OR COORDINATING AROUND EXISTING LINES DURING CONSTRUCTION
25 0 50
SCALE IN FEET
Nori1� $�
Carolina �1
EE C
CONTRACTOR ONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW
FOR STABILIZATION OF THE DISTURBED AREA
TO BE COMPLETED AT THE END OF EACH
WORKING DAY PER NCAC REQUIREMENTS
FOR UNEAR CONSTRUCTION
NOTES:
1 THE CONTRACTOR SHALL CONTACT THE POWER CO, CAS CO,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS. CABLES, OR LINES BEFORE
CONSTRUCTION BEGINS
2. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FELT FROM WATER MAINS THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
3 THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION
4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES.
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5. HEADWALLS. AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING LINE CONNECTIONS,
LINE REPLACEMENTS, AND/OR COORDINATING AROUND
EXISTING LINES DURING CONSTRUCTION.
Ln
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EnEM cNURCN E _
'WM NYD
REHAB MAN101%f24 W'V
STA 10+20.32
RIM ELEV. 127.25' \\
INVERT 121 72'
u
REHAB MANHOLE B2I
" REHAB MANHOLE }26
STA 15+0697 S-8
STA 12+45 81 5-8
RIM ELEV22. 13044'
INVERT 191'
RIM ELEV 131 35'
INVERT 12379'
L]
\ \
Opp
Digitally signed
`QN��Ago�2
by Mark Lacy, P.E.
Date: 2016.08.26
09:34:07-04'00'
Opp
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16
LINE S-8
(CIPP REHABILITATION)
CIPP REHABILITATION NOTES,
NOTES,
1. BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHALL
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
1. THE CONTRACTOR SHALL CONTACT THE POWER CO. GAS CO..
PRESSURE CLEAN ALL UNES TO BE RECONDITIONED ALL WASTEWATER,
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
MANHOLES AS INDICATED ON THE PLANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LANonLL ANY DISPOSAL COSTS SHALL BE
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANCE DUE TO BUDGET CONSTRAINTS
CONSTRUCTION BEGINS
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
6. THE CONTRACTOR SHKLL COORDINATE WITH THE ENGINEER AND THE NCDOT
2. PIPE SEPAMTION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS. THE
CONTRACTOR SHALL NOTIFY NCOOT 72 HOURS PRIOR TO ANY
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
PAVED OVER. THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
INSTALLATION
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MANS
THE VIDEO TAPE SWILL ALSO BE USED TO DETERMINE IF POINT REPAIRS
7, ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
25 0 50
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MANS IF THESE
ARE REQUIRED PRIOR TO BEING RECONDITIONED, AFTER ALL VIDEO
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS
®
SEPARATIONS CANNOT BE MAINTAINED. DUCTILE IRON PIPE
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT.
INCLUDING UNE CONNECTIONS, LINE REPLACEMENTS, RECONDITIONING
SCALE IN FEET
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF UNE LESS THAN 10 HORIZONTAL
NEW VANHOLES, MANHOLE REPLACEMENTS MODIFICATIONS, LINE
AND/OR COORDINATING AROUND EXISTING LINES DURING CONSTRUCTION.
FEET FROM WATER MANS. THE CONTRACTOR SHALL RECEIVE
N U AND LOCATION OF
REPLACEMENTS, ANO POINT RFPNRS. THE FOLLOWING
CIPP INSTALLATION IS SUBJECT TO CHANCE FOLLOWING CCN
APPROVAL FROM THE ENGINEERIN THE BEFORE
INSPECTION FINDINGS
PAYMENT WILL BE MADE AT DUCTILE IRONN PRI PRICES.
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
3. THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
AND WHERE DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL
THE UMTS OF CONSTRUCTION
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MANS
I F
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
1
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BIO ITEM FOR MANHOLE INSTALLATION ANY ASPHALT
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
REPLACEMENT, IF NEEDED, SHALL BE PND FOR SEPARATELY. THE
CONTRACTOR SHALL INSTAL. NEW OUTSIDE DROPS FOR INVERT DROPS OF
5 HEADWALLS, AS REQUIRED FOR THE CONSTRUCTION OF THE
MORE THAN 25 VERTICAL FEET. OUTSIDE DROPS SHALL BE PND FOR
PROJECT. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
SEPARATELY
FACORATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
THE CONTRACTOR SHALL UMIT THE DISTURBED
ANY PART OF THE PROJECT, INCLUDING UNE CONNECTIONS,
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
AREA TO THE AMOUNT THAT SHALL ALLOW
UNE REPLACEMENTS, AND/OR COORDINATING AROUND
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID REM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
FOR STABILIZATION OF THE DISTURBED AREA
TO BE COMPLETED AT THE END OF EACH
EXISTING LINES DURING CONSTRUCTION.
AND OR REQUIRED. PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
WORKING DAY PER NCAC REQUIREMENTS
FOR LINEAR CONSTRUCTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATER OM
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lul .a;.,, Digitally signed
lesalo.s,
4' = by ark acy, P.E.
Dat : 20 6.08.26
01 ., 4. 401NEE j
09.3 . -04'00'
r
W �
I
�I J
ti REHAB MANHOLE 830
REHABMANHOLE 82] STA 12+0833 S-9
STA 0+0000 9-9 RIM ELEV 12625'
STA 3+09.35 S- 17 I ° INVERT Illi 124 18'
RIM ELEV12440 I° INVERT IN 124.18'4.18'
O
INVERT OUT 11674' ❑ INVERT IN 124 20"
INVERT IN 116 74'
INVER IN 11908' CO 0
IR" RCP L--399116'
❑ vp
PP PP PP 139E 10' (8' CIPP) °WM PP I<—x—x-399116' B' CIPP PP PP — —xJ PP 409 46' (B' CIPP)
NrD $ I MADISON STREET
PP I ° PP PP 'WM °WM PP LT PP °WN
Opp WN Ypp ° w,N WN Opp WM dpP V
REHAB MANHOLE 28 ❑ ❑ REHP9 MANHOLE 829 PP PP
ROSE -ILD STA 3+99 ]0 S-9 STA 7+9886 S-9
EGEMFNiPRY I RIM ELEV. 125.11' RIM ELEV 12649'
SCHOOc I °wN ❑ ❑ INVERT OUT 1z111,
I275
NVERT IN 121 13' INVERT IN 1 1275'
iINVERT IN 122 ]5'
CIPP R
1 BEFORE BEGINNING CIPP INSTALLATION. THE CONTRACTOR SHALL
PRESSURE CLEAN ALL LINES TO BE RECONDITIONED ALL WASTEWATER,
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LWDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REDUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED. AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS. THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO GRANGE FOLLOWING CCN
INSPECTION FINDINGS
2. THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID ITEM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 2.5 VERTICAL FEET. OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY.
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID REM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
AND LABOR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
n
LINE
(CIPP REHABILITATION)
S-9
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PIANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER. PRIOR TO
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED. THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
6 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION
7 ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT,
INCLUDING UNE CONNECTIONS. UNE REPLACEMENTS. RECONDITIONING
PND/OR COORDINATING AROUND EXISTING UNES DURING CONSTRUCTION.
25 0 50
SCALE IN FEET
Norah $�'
C�olina��
THEE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW
FOR STA91UZATION OF THE DISTURBED AREA
TO BE COMPLETED AT THE ENO OF EACH
WORKING DAY PER NCAC REQUIREMENTS
FOR LINEAR CONSTRUCTION.
NOTES,
1 THE CONTRACTOR SHALL CONTACT THE POWER CO, GAS CO,
AND TELEPHONE CO FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS. CABLES. OR UNES BEFORE
CONSTRUCTION BEGINS
2. PIPE SEPARATION THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAJNTAINED 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS IF THESE
SEPARATIONS CANNOT BE MAINTAINED. DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF UNE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
3. THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE OMITS OF CONSTRUCTION
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES.
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5 HEADWALLS. AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING LINE CONNECTIONS,
LINE REPLACEMENTS, AND/OR COORDINATING AROUND
EXISTING LINES DURING CONSTRUCTION.
Z
w O
>z ZS
v o
rvwa=�o
W J K LL Z
ar¢°O10
K = Z O
H
10 -
F-
O
K
17

►0
m
0
1. BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHALL
PRESSURE CLEAN ALL UNES TO BE RECONDITIONED ALL WASTEWATER,
SLUDGE. AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER. THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID REM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 2 5 VERTICAL FEET. OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID ITEM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
AND LABOR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
LINE S-9
(CIPP REHABILITATION)
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PIANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO
INSTALLATION. FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS.
6. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION
7 ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT.
INCLUDING UNE CONNECTIONS. UNE REPLACEMENTS. RECONDITIONING
AND/OR COORDINATING AROUND EXISTING LINES DURING CONSTRUCTION
25 0 50
SCALE IN FEET
Colina=�
NOTE.
THE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW
FOR STABIUZATION OF THE DISTURBED AREA
TO BE COMPLETED AT THE END OF EACH
WORHING DAY PER NCAC REQUIREMENTS
FOR UNEAR CONSTRUCTION.
�N1CAR0 ii.
�.rOpo4E51%p� L.�
FAlRPG1hT FREE I—
BAPRSF Cvl/RLH
Digitally signed
by Mark Lacy, P.E.
Date: 2016.08.26
09:35:35 -04'00'
NOTES,
1 THE CONTRACTOR SHALL CONTACT THE POWER CO. GAS CO.
AND TELEPHONE CO FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS. CABLES. OR UNES BEFORE
CONSTRUCTION BEGINS.
2 PIPE SEPARATION THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
BEM'EEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
3 THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5 HEADWALLS. AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING LINE CONNECTIONS,
UNE REPLACEMENTS, AND/OR COORDINATING AROUND
EXISTING LINES DURING CONSTRUCTION
18
❑
05
T\
N
REHAB MANHOLE 831
ST0. 14+9984 S-9
REHAB MANHOLE 830
STA12+08.33 S-9
RIM ELEV. 131.44'
INVERT OUT 125.24'
RIM ELEV. 126.25'
INVERT IN 12112-
NVERT
12�
IERTT OUT
ENVIIT
124208
PP
WMo
a PP WMir_ — —
PP 291 50° 8
CIPP WM° PP��
—•—"—^� 23615' 8` CIPP) 00Dm0m
PP
MADISON STREET
PP LT ° .OPP
ew MYDWM a
°IAM° WMA
e
D❑
❑
❑
REH48 MANHOLE 832
INVERT O'LEVUT 126610'
m
0
1. BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHALL
PRESSURE CLEAN ALL UNES TO BE RECONDITIONED ALL WASTEWATER,
SLUDGE. AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PLANT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER. THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BEING RECONDITIONED AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID REM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 2 5 VERTICAL FEET. OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID ITEM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
AND LABOR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
LINE S-9
(CIPP REHABILITATION)
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PIANS THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO
INSTALLATION. FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS.
6. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION
7 ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT.
INCLUDING UNE CONNECTIONS. UNE REPLACEMENTS. RECONDITIONING
AND/OR COORDINATING AROUND EXISTING LINES DURING CONSTRUCTION
25 0 50
SCALE IN FEET
Colina=�
NOTE.
THE CONTRACTOR SHALL LIMIT THE DISTURBED
AREA TO THE AMOUNT THAT SHALL ALLOW
FOR STABIUZATION OF THE DISTURBED AREA
TO BE COMPLETED AT THE END OF EACH
WORHING DAY PER NCAC REQUIREMENTS
FOR UNEAR CONSTRUCTION.
�N1CAR0 ii.
�.rOpo4E51%p� L.�
FAlRPG1hT FREE I—
BAPRSF Cvl/RLH
Digitally signed
by Mark Lacy, P.E.
Date: 2016.08.26
09:35:35 -04'00'
NOTES,
1 THE CONTRACTOR SHALL CONTACT THE POWER CO. GAS CO.
AND TELEPHONE CO FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS. CABLES. OR UNES BEFORE
CONSTRUCTION BEGINS.
2 PIPE SEPARATION THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION
BEM'EEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
3 THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5 HEADWALLS. AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING LINE CONNECTIONS,
UNE REPLACEMENTS, AND/OR COORDINATING AROUND
EXISTING LINES DURING CONSTRUCTION
18

1 i I I MANHOLE g19
I STA 0+00.00 B-10
I � I STA 5+52 BB 5-11
1 STA ELEV.
12 .38'
I I RIM EIEV. 124.J8'
PROPOSED I INVERT IN 117.78'
LINE S-13 NrD L' I I INVERT OUT 117 65'
1 LINDEN STREET
CIPP REHABILITATION NOTES:
1. BEFORE BEGINNING CIPP INSTALU'
1 1
1 1
1 1
1 1
1
1
SPP. al a
PROPOSED
UNE 5-12
1
1 1
1 1
1 j
1Al I 1 1:
COSTS SHALL BE
DEO TAPE THE INTERIOR OF
)N OF ALL THE
SERVICE
THAT HAVE BEEN BURIED OR
REPLACEMENTS. AND POINT REPAIRS. THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANCE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID REM FOR MANHOLE INSTALLATION ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY. THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 25 VERTICAL FEET, OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY.
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID REM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
AND OR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS.
U... 11 � � 1:1
LINDEN SIKGGI
�tH'CARO...
FE63.
.?O �
1
F, -
REHAB MANHOLE 134
STA 7+3315 S-10
Yry
RIM E 126.30'
INVERT IN 121.99'
I
INVERT OUT 121 36'
IIL_JII
LINDEN SIKGGI
S
bigitally signe� 9
1
WN
n
Date: 2016.08.26 �
pP
L3
I
REHAB MANHOLE (f33
ST0. 2+80 68 5-10
IIL_JII
lul
❑ �P
1
❑
RIM ELEV 12595'
INVERT IN
Z
I
m
J
1
.INVERT OUT 118.94'
118.9
,C
C
W
IN
� WWIN
Li
V
I
I�
1
I� a
1�
N
WM°
I °WN
I
1
1
REHAB MANHOLE /35
1
STA 10+1682 S-10
RIM ELLV. 12833'
INVERT OUT 122.78'
1
I PP
1
LINE S-10
(

CIPP REHABILITATION NOTES -
I. BEFORE BEGINNING CIPP INSTALLA'
0
PROPOSED
UNE S-8
REHAB MANHOLE /20
STA 0+0000 S-11
STA 0+00.00 S-8
RIM ELEV. 12424'
INVERT IN 115 63'
INVERT IN 11571'
INVERT OUT 11550'
VL SHALL
ALL WASTEWATER,
MING PROCESS SHALL
TEWATER TREATMENT
SHALL BE
TME THE INTERIOR OF
ALL SEWER SERVICE
REPLACEMENTS, AND POINT REPAIRS THE QUVfl tt AN LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2. THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED.
TME CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE. ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BIO REM FOR MANHOLE INSTALLATION MY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY. THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 2.5 VERTICAL FEET, OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY
3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BIO REM AND SHALL INCLUDE ALL GROUT, MATERIALS, TOOLS
AND LABOR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
MD THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS.
REV610NS
] ❑ 0 0� L : ;K'��a°� Digitally signed % o�<
by Mark Lacy, P.E. �+
o a , Date: 2016.08.26
1 GIR
09:36:44 -04'00' z 4= m;
r � e LLA O S6 -u
=cve cz
7R y L 0 mm a�
0 1 PROPOSED u Q O LL u J
MMHOIE #19 1 UNE S-10 ~• O o a -
STA. 5+52 8B 5-11
O SIA 0+0000
5-10
P•
Z
STA 0+0PROP SED 0+0000 5-12
PROPOSED RIM ELE124,38 LIS
UNE 5-9 INVERT I 117.7WA7ER MIN
NVER OUT 11].65' JZ
PP O
PPw IPP 24353' IPg__ - - -- L
30935' 8-CIPP) _I
••Cypl
VQWlQa
CC
PP ��jj W y
INAR77N LUTHER,KING DRIVE Iw �� PP W 'o
RroEj
Y PP MD x I \ O
I I x x x x x• REHAB MANHOLE /27 I�I
1 STA 3+09.35 40'
STA 0+00 00 S-9
1 RIN ELEV. 12440'
INVERT IN 11908' \
1 INVERT IN llfi ]4' PROPOSED I \ Z
1 INVERT OUT 11674' UNE S-13 1 - --
1 I 3
jI _.—.—.— — _x_.—•_x—I az
1 I LI-
LINE
`LINE S-11
(CIPP REHABILITATION I N
NOTES,
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING 1. THE CONTRACTOR SHALE CONTACT THE POWER CO.. GAS CO.
MANHOLES AS INDICATED ON THE PLANS THE CONTRACTOR SHALL AN TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO UNDERGROUND MAINS. CABLES. OR UNES BEFORE I
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE CONSTRUCTION BEGINS. 0 Ln
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS. 2 PIPE S E FOLLOWNG MINIMUM P
IPE LLl
B. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE INC
CDOT WILL BE MAINTAINED 24 INCHES VERTICAL SE ON TON O Z
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS O J
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY 24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF +
INSTALLATION SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10 O
7. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE 25 0 50 FEET HORIZONTAL SEPARATION BETWEEN AIMS IF SEWER
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS (INCLUDING FORCE MAINS) AND WATER DCII IF THESE Q
INCLUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT. ® SEPARATIONS CANNOT BE EITHER
DUCTILE IRON PIPE
INCLUDING UNE CONNECTIONS. UNE REPLACEMENTS, RECONDITIONING SCALE IN FEET WILL BE USED LENGTH FEET ETHER SIDE OF CROSSING AND VI
AND/OR COORDINATING AROUND EXISTING UNES DURING CONSTRUCTION ALONG ENTIREEMAI OF UNE LESS THAN S HORIZONTAL
FEET FROM WATEfl MAINS THE CONTRACTOR SMALL RECEIVE
APPROVAL FROM THE ENGINEERIN THE FIEBEFORE G
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES z
3. THE RIGHT-OF-WAYOF CONSTRUCTION SHOWN UTILITY EASEMENT SHALL DICTATE W ¢�
E THE UMRS OF CONSS TRUCTION } Z 2 Q
E 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE H O O
I COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES. NW
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE W Q O
AND REPLACE ANY EXISTING tL H LL Z
5 HEADWALLS 'AS REQUIRED FOR THE CONSTRUCTION OF THE _ pp O LLO
PROJECT ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF LY = Z =O
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH Q W �+ U
THE CONTRACTOR SHALL LIMIT THE DISTURBED ANY PMT OF THE PROJECT. INCWDING UNE CONNECTIONS. F• Z
MEA TO THE AMOUNT THAT SHALL ALLOW UNE REPLACEMENTS, AND/OR COORDINATING MOUND Z O
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LINE S-13
(CIPP REHABILITATION)
CIPP REHABILITATION NOTES,
I BEFORE BEGINNING CIPP INSTALLATION, THE CONTRACTOR SHAUL
PRESSURE CLEAN ALL UNES TO BE RECONDITIONED. ALL WASTEWATER,
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PUNT OR COUNTY IANDFTLL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
REPLACEMENTS. -AND POINT REPAIRS THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANCE FOLLOWING CCN
INSPECTION FINDINGS
2. THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED.
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID ITEM FOR MANHOLE INSTALLATION. ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF
MORE THAN 2.5 VERTICAL FEET, OUTSIDE DROPS SHALL BE PAID FOR
SEPARATELY
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID REM AND SHALL INCLUDE ALL GROUT. MATERIALS, TOOLS
AND LABOR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INIRAL VIDEO INSPECTION
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AN THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
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REHAB MANHOLE 136 RIM ELEV. 12450' ❑ O -
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RIM ELEV. 12407' INVERT IN 11773'
INVERT OUT 122.03' INVERT OUT 117.73'
3 k w^
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LINE S-14 (ALTERNATE #1)
(CIPP REHABILITATION) o
NOTES, v
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING 1. THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.
MANHOLES AS INDICATED ON THE PUNS THE CONTRACTOR SHALL AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO UNDERGROUND MAINS. CABLES. OR USES BEFORE I I
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE CONSTRUCTION BEGINS. Q N G VT
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS W F"' LL
2. PIPE L BE MTION THE FOLLOWING MINIMUM PIPE RATIO ON
6 THE F CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION O Z O Z
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS. THE 24BETWEENINH CROSSING OF SANITARY SEWER AND STORM SEWERS + J O J
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY 24 INCHES VERTICAL SEPARATION BETWEEN WA CROSSING AN + +
INSTALLATION. SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
O O
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
7. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE 25 0 50 (INCLUDING FORCE MAINS) AND WATER MAINS IF THESE Q Q
CONSTRUCTION SHALL S THE RESPONSIBILITY RT THE HECONTRACTOR.OJECT, THIS ® SEPARATIONS CANNOT BE MAINTAINED. DUCTILE IRON PIPE
INCLUDES ALL WORK ASSOCIATED LINE
ANY PANT , THE PROJECT, SCALE IN FEET WILL BE USED 10 FEET ETHER SIDE OF CROSSING AND V~1 V~1
INCLUDING UNE CONNECTIONS. UNE REPLACEMENTS, RECONDITIONING ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
AND/OR COORDINATING MOUND EXISTING LINES DURING CONSTRUCTION FEET FROM WATEfl MAINS THE CONTRACTOR SPAL RECEIVE _
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE Q
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES. Z
3. THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE w a=O6a,
F THE UMTS OF CONSTRUCTION. y Z Z U
1 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE Vf O O
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES, ry C f.. w C
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE Ml Q O
AND REPLACE ANY EXISTING Q W J LL Z
5 HEADWALLS, AS REQUIRED FOR THE CONSTRUCTION OF THE
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FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF K = 0
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THE CONTRACTOR SHALL UNIT THE DISTURBED ANY PART OF THE PROJECT. INCLUDING LINE CONNECTIONS, d' o Z
MEA TO THE AMOUNT THAT SHALL ALLOW LINE REPLACEMENTS, AND/OR COORDINATING MOUND Z 0
FOR STABILIZATION OF THE DISTURBED AREA EXISTING UNES DURING CONSTRUCTION. H uVI
TO BE COMPLETED AT THE ENO OF EACH p
WORKING DAY PER NCAC REQUIREMENTS C
FOR UNEM CONSTRUCTION

B
BEFORE BEGINNING CIPP INSTALLATION. THE CONTRACTOR SHALL
PRESSURE CLEAN ALL LINES TO BE RECONDITIONED. ALL WASTEWATER,
SLUDGE. AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PUNT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALT. VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SETMCE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER. THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS.
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BUNG RECONDITIONED. AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS. THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE. ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID BEM FOR MANHOLE INSTALLATION. ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY. THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DflOPS OF
MORE THAN 25 VERTICAL FEET, OUTSIDE DROPS SHALL BE PND FOR
SEPARATELY.
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID BEM AND SHALL INCLUDE ALL GROUT, MATERLAS. TOOLS
AND OR REQUIRED. PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
6. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION.
7. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS
INCUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT.
INCLUDING UNE CONNECTIONS. LINE REPLACEMENTS, RECONDITIONING
AND/OR COORDINATING AROUND EXISTING LINES DURING CONSTRUCTION.
Digitally signed
U u
by Mark Lacy, P.E.
ELEV 12261'RT
N� n2
IN 11480'
09:41:21 -04'00'
RT OUf 114]u'PP
CAD
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BEN
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161,
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REHAB MANHOLE 138
STA 0+0000 S -IS
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INVERT OUT 118.92'
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BEFORE BEGINNING CIPP INSTALLATION. THE CONTRACTOR SHALL
PRESSURE CLEAN ALL LINES TO BE RECONDITIONED. ALL WASTEWATER,
SLUDGE. AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT
PUNT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
AFTER CLEANING, THE CONTRACTOR SHALT. VIDEO TAPE THE INTERIOR OF
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SETMCE
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR
PAVED OVER. THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MAINS.
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRS
ARE REQUIRED PRIOR TO BUNG RECONDITIONED. AFTER ALL VIDEO
TAPING HAS BEEN COMPLETED AND REVIEWED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL
NEW MANHOLES, MANHOLE REPLACEMENTS OR MODIFICATIONS, UNE
REPLACEMENTS, AND POINT REPAIRS. THE QUANTITY AND LOCATION OF
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN
INSPECTION FINDINGS
2 THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED
AND WHERE DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE. ALL
COSTS ASSOCIATED WITH THE PIPE INSTALLATION SHALL BE INCLUDED IN
THE UNIT PRICE BID BEM FOR MANHOLE INSTALLATION. ANY ASPHALT
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY. THE
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DflOPS OF
MORE THAN 25 VERTICAL FEET, OUTSIDE DROPS SHALL BE PND FOR
SEPARATELY.
3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY INTERNAL PRESSURE
GROUTING OF THE SEWER MAINS REQUIRED TO PROPERLY INSTALL THE
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE
UNIT PRICE BID BEM AND SHALL INCLUDE ALL GROUT, MATERLAS. TOOLS
AND OR REQUIRED. PRESSURE GROUT LOCATIONS WILL BE DETERMINED
FROM THE INITIAL VIDEO INSPECTION
4. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE ENGINEER
AND THE OWNER THE AMOUNT OF CIPP TO BE INSTALLED PRIOR TO
ORDERING MATERIALS
5 THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING
MANHOLES AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER AND THE OWNER, PRIOR TO
INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE
NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS
6. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT
FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS THE
CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY
INSTALLATION.
7. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THIS
INCUDES ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT.
INCLUDING UNE CONNECTIONS. LINE REPLACEMENTS, RECONDITIONING
AND/OR COORDINATING AROUND EXISTING LINES DURING CONSTRUCTION.
25 0 50
SCALE IN FEET
Digitally signed
AB 0000 E 140
S MANHOLE
5-16
by Mark Lacy, P.E.
ELEV 12261'RT
Date: 2016.08.26
IN 11480'
09:41:21 -04'00'
RT OUf 114]u'PP
CAD
WMW.
4RIM
BEN
THE CONTRACTOR SH
E DISNRBED
1: L7P❑
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161,
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U JREWIREMENTS%7
FOR UNEAR CONSTRU N
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25 0 50
SCALE IN FEET
is
REHAB MANHOLE 142
STA 5+06.47 5-16
RIM ELEV. 12559'
r INVERT
OUT 119.97'
hull u
J
REHAB MANHOLE 141
STA 2+48.61 5-16
RIM ELEV. 123.67'
INVERT IN 118.72'
INVERT OUT 11872'
�\ ❑ ❑ ❑
LINE S-16 (ALTERNATE #1)
(CIPP REHABILITATION)
Digitally signed
sop.`•fE5"o
by Mark Lacy, P.E.
LI
Date: 2016.08.26
09:41:21 -04'00'
is
REHAB MANHOLE 142
STA 5+06.47 5-16
RIM ELEV. 12559'
r INVERT
OUT 119.97'
hull u
J
REHAB MANHOLE 141
STA 2+48.61 5-16
RIM ELEV. 123.67'
INVERT IN 118.72'
INVERT OUT 11872'
�\ ❑ ❑ ❑
LINE S-16 (ALTERNATE #1)
(CIPP REHABILITATION)
m
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NOTES:
1. THE CONTRACTOR SHALL CONTACT THE POWER CO. GAS CO..
AND TELEPHONE CO FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE
CONSTRUCTION BEGINS.
2. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED' 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF UNE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
3. THE RICHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION
4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5 HEADWALLS. AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSFRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING LINE CONNECTIONS,
UNE REPLACEMENTS, AND/OR COORDINATING AROUND
EXISTING LINES DURING CONSTRUCTION
O LD
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1. THE CONTRACTOR SHALL CONTACT THE POWER CO. GAS CO..
AND TELEPHONE CO FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE
CONSTRUCTION BEGINS.
2. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED' 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF UNE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
3. THE RICHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE
THE LIMITS OF CONSTRUCTION
4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,
INCLUDING POWER POLES THE CONTRACTOR SHALL REMOVE
AND REPLACE ANY EXISTING
5 HEADWALLS. AS REQUIRED FOR THE CONSTRUCTION OF THE
PROJECT. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
FACILITATE CONSFRUCTION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH
ANY PART OF THE PROJECT, INCLUDING LINE CONNECTIONS,
UNE REPLACEMENTS, AND/OR COORDINATING AROUND
EXISTING LINES DURING CONSTRUCTION
O LD
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THE CONTRACTOR SHALL LIMIT THE DISTURBED O
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AREA TO THE AMOUNT THAT SHALL ALLOW FOR STABIUZAVON OF THE DISTURBED AREA
Z TO BE COMPLETED AT THE END OF EACH
WORKING DAY PER NCAC REQUIREMENTS
GRAVITY SEWER
M EXISTING FOR LINEAR CONSTRUCTION.
Digitally signed o F
MANHOLE #44 v�4pFiliipy b Mark Lac P.E. Z <Q v Y
STA 4+29.83 S-17 Y y°
REHAB MANHOLE ♦17 °
STA 0+0000 5-17 RIM ELEV 12006' PROPOSED?!�Date: 2016.08.26
INVERT OUT 120 66' U
RIM ELEV. 12594' UNE S-13 ,P. Q1
INVERT OUT 11]J2' pp MD WATER MAIN °�4�qK �. l' r����` Z L E C
_ Pp PP 09:41:59 -04'00'
N1
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PP ARTIN LU7NfR KING OR. I • v v
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(CIPP REHABILITATION) z
0
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CIPP REHABILITATION NOTES, NOTES, d'
1 BEFORE BEGINNING CIPP INSTALLATION. THE CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE REQUIRED TO RECONDITION ALL EXISTING 1. THE CONTRACTOR SHALL CONTACT THE POWER CO, GAS CO., n
PRESSURE CLEAN ALL ONES TO BE RECONDITIONED. ALL WASTEWATER, MANHOLES AS INDICATED ON THE PUNS THE CONTRACTOR SHALL AN TELEPHONE CO FOR THE EXACT LOCATION OF ALL
SLUDGE, AND SEDIMENT REMOVED DURING THE CLEANING PROCESS SHALL COORDINATE WITH THE ENGINEER AND THE OWNER. PRIOR TO UNDERGROUND MAINS. CABLES. OR LINES BEFORE I
BE PROPERLY DISPOSED OF AT THE FAIRMONT WASTEWATER TREATMENT INSTALLATION, FOR THE EXACT MANHOLES TO BE RECONDITIONED, THE CONSTRUCTION BEGINS. O VT
PUNT OR COUNTY LANDFILL ANY DISPOSAL COSTS SHALL BE NUMBER MAY CHANGE DUE TO BUDGET CONSTRAINTS - LLJ
CONSIDERED INCIDENTAL TO THE PROJECT. 2. PIPE SEPPAATION. THE FOLLOWING MINIMUM PIPE SEPARATION
AFTER CLEANING, THE CONTRACTOR SHALL VIDEO TAPE THE INTERIOR OF 6 THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE NCDOT WILL BE MAINTAINED 24 INCHES VERTICAL SEPARATION O Z
THE SEWER MAIN TO DETERMINE THE LOCATION OF ALL SEWER SERVICE FOR ALL NEW MANHOLES TO BE INSTALLED IN NCDOT ROADWAYS. THE BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS O J
CONNECTIONS AND LOCATION OF MANHOLES THAT HAVE BEEN BURIED OR CONTRACTOR SHALL NOTIFY NCDOT 72 HOURS PRIOR TO ANY 24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF -�-
PAVED OVER THE CONTRACTOR SHALL PROVIDE ALL BYPASS PUMPING INSTALLATION SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10
REQUIRED TO PROPERLY VIDEO TAPE THE INTERIOR OF THE SEWER MANS O
THE VIDEO TAPE SHALL ALSO BE USED TO DETERMINE IF POINT REPAIRSFEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
7 ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO FACILITATE 25 0 50
ARE REQUIRED PRIOR TO BEING RECONDITIONED. AFTER ALL VIDEO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS (INCLUDING FORCE MAINS) AND WATER MAINS IF THESE Q
TAPING HAS BEEN COMPLETED AND REVIEWED. THE CONTRACTOR SHALL ® SEPARATIONS CANNOT BE MAINTAINED. DUCTILE IRON PIPE I--.
COORDINATE WITH THE ENGINEER AND OWNER FOR THE LOCATION OF ALL IN ALL WORK ASSOCIATED WITH ANY PART OF THE PROJECT, SCALE IN FEET WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND Ln
NEW MANHOLES, WWHOLE REPLACEMENTS OR MODIFICATIONS, UNE INCLUDING LINE CONNECTIONS, LINE REPLACEMENTS. RECONDITIONING ALONG ENTIRE LENGTH OF UNE LESS THAN 10 HORIZONTAL
REPLACEMENTS, AND POINT REPAIRS. THE QUANTITY AN LOCATION OF ANO/OR COORDINATING AROUND EXISTING ONES DURING CONSTRUCTION FELT FROM WATER MANS. THE CONTRACTOR SHALL RECEIVE
CIPP INSTALLATION IS SUBJECT TO CHANGE FOLLOWING CCN APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
INSPECTION FINDINGS PAYMENT WILL BE MADE AT DUCTILE IRON PRICES
2. THE CONTRACTOR SHALL REPLACE EXISTING MANHOLES WHERE INDICATED 3. THE RIGHT-OF-WAY OR SHOWN UTILITY EASEMENT SHALL DICTATE W QAQ
AND WHERE DETERMINED BY THE ENGINEER THE CONTRACTOR SHALL THE UMITS OF CONSTRUCTION Z Z V
INSTALL EITHER A NEW MANHOLE OR DOGHOUSE MANHOLE AS DIRECTED. I 1
THE CONTRACTOR SHALL INSTALL 8 LF OF NEW SANITARY SEWER MAINS 1 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1}il O O
TO MATCH EXISTING FOR RECONNECTION TO THE NEW MANHOLE ALL 1 COORDINATION OF THE ADJUSTMENT OF EXISTING UTILITIES,ry F W K
COSTS ASSOCWTED WITH ME PIPE INSTALLATION SHALL BE INCLUDED IN INCLUDING POWER POLES THE CONTRACTOR SHNl REMOVE W Q O
THE UNIT PRICE BID REM FOR MANHOLE INSTALLATION ANY ASPHALT AND REPLACE ANY EXISTING
REPLACEMENT, IF NEEDED, SHALL BE PAID FOR SEPARATELY THE Q W J rt
CONTRACTOR SHALL INSTALL NEW OUTSIDE DROPS FOR INVERT DROPS OF 5 HEADWALLS, AS REQUIRED FOR ME CONSTRUCTION OF ME 2 m O O 2
MORE THAN 25 VERTICAL FEET, OUTSIDE DROPS SMALL BE PAID FOR PROJECT. ANY BYPASS PUMPING OF WASTEWATER REQUIRED TO
SEPARATELY. FACILITATE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF LY = Zp
THE CONTRACTOR THIS INCLUDES ALL WORK ASSOCIATED WITH Q W R+ U
3 GROUTINNHE G OF ME SEWER MAJNS REQUIRED TO PROPERLYOR HALL PROVIDE ALL NECESSARY INSTALLINSTALL THE AL PRESSURE REA TO TAE AMOUNT THAT CTOR SHALL I SHALL T THE DISTURBED
� RLPIACEMENTSPMD OR PART OF THE ROJECT. ICO RDINATINGNCLUDING EMOUNDOONS Z O
CIPP. INTERNAL PRESSURE GROUTING SHALL BE PAID UNDER A SEPARATE FOR STABILIZATION OF ME DISTURBED AREA EXISTING LINES DURING CONSTRUCTION. t
UN B PRICE BID ITEM AND SHALL INCLUDE ALL GROUT, MATERIALS. TOOLS TO BE COMPLETED AT ME END OF EACH
AND OR REQUIRED PRESSURE GROUT LOCATIONS WILL BE DETERMINED WORKING DAY PER NCAC REQUIREMENTS C
FROM ME INITIAL VIDEO INSPECTION FOR LINEAR CONSTRUCTION.
4 THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH ME ENGINEER DATE AUCUZT, 2016
AND ME OWNER ME AMOUNT OF CIPP TO BE INSTALLED PRIOR TO DIZILNM BCL
ORDERING MATERIALS D.- ACP
GHLC[@ RGL
24
1-1 Pb• A Prof. S— 6

8' 24' B' WATER TIGHF MANHOLE
RING AND COVER
NOTE:
ALL MANHOLES CONSTRUCTED
WITHIN 50' OF AN ARMY CORPS
CERTIFIED WETLAND SRAU- BE
VACUUM TESTED
MANHOLE WITHIN 50' OF WETLAND SHALL
HAVE A FULL WATERPROOF EPDXY INTERIOR
COATING (100 MILS THICK MIN) MANHOLE
SHALL BE COATED AFTER VACUUM TESTING
6.6 W29.W29 SINGLE
MAT RENF IN CENTER
THIRD OF WALL AND IN
TONGUE AND GROOVE
TAPERFO
7
LIFTING CONTRACTOR SHALL
HOLE D(fERNALLY SEAL ALL RISER
AS REQUIRED SECTIONS OF MANHOLES WITHIN
50' OF WERPND WITH 6' WIDE
MASTIC WATERPROOFING TAPE
RUBBER BOOT
O Z 11 W/ CLAMP
r 4' MIN.
5'
6'
SHAPED CONCRETE INVERT J `6" MIN SCREENED
GRAVEL BASE
SECTION A -A
W
PIPE
3�� I
MANHOLE WALL 1
CAST -IN -PUCE
PLASTIC STEPS
O
I
T
( T q a BOLT CIRCLE
2"
II
�•{H.-7' E>
NDTES
S F \TILT V_ FOR VENTED COVER ONLY:
I
1 FLOW SHALL BE MAINTAINED AT ALL
PIPETIMES
QQ
Z
11
DUPING CONSTUCTION.
2. CONCRETE USED FOR BASE SUB AND
FOR WATERTIGHT COVER ONLY:
SHALL PROVIDE
f�L
PRE -CAST SECTIONS SHALL BE 3000
NOTE.
P.S I MINIMUM
MAKE REWIRED ROW DIRECTION
3. STONE BASE SHALL BE 6" MIMNIMUM.
CHANGES IN MANHOLE BY SMOOTH
TANGENTAL CURVE OF SHAPED
4 EXISTING SANITARY SEWER MAN SHALL
BE SAW -CUT TO SPRING UNE AFTER
MANHOLE INVERT
PLAN MEW
BASE CONCRETE IS PLACED AND SET
PRECAST MANHOLE
DETAIL
N.T S.
Z
4' GALV., SCREENED
PIPE VENT WHERE
SHOWN ON PLANS. SET
VENT 2•-0' MIN ABOVE
CONCRETE ANCHOR
AT BOTTOM OF VENT
REV6IONS
B" 24' 8' WATER MG H7 MANHOLE
RING ANO COVER er Z t
s
NON -SHRINK GROUT
CAST OR CORE DRILL HOLE
PER MFR. REQUIREMENTS C m P o
PIPE DIAMETER AND^Q mo
MATERIAL VARIES U mU ry — n c
°zae-�
EPDXY GROUT = 2' z
CORE DRILLED a o o
OR CAST HOLE w 69
VENTED MANHOLE
NTS
BREAK OUT EXISTING WALL AND FLOW
PATCH AROUND NEW PIPE WRH O aJt ^ Q
CONCRETE. APPLY BONDING Z
AGENT BETWEEN NEW AND
EXISTING SURFACES O..r
NEW SEWER PIPE CONNEGTORt BER �JEXISTING NCRETE WALL 0
TYPICAL MANHOLE WALL
C y C
NEW PIPE TOI oN 4 y
EXISTING MANHOLE
CONNECTION INSTALL MINIMUM ONE WALL PENETRATION DETAIL W a
FULL JOINT D I P FROM
MJ z MJ TEE PRIOR TO N.T.S v
TRANSITION TO PVC OR
OTHER MATERIAL O'
� 3.00D PSI MINIMUM
O\ CONCRETE THRUST BLOCK
�\/�✓\/�\/�\/�/i/�%r ��\/�//. �%r �I%r/�%\ COMPACTED PIPE BEDDING MATERNAL
SHAPED CONCRETE INVERT 6' MIN. SCREENED GRAVEL BASE
NEW PRECAST CONCRETE MANHOLE OR EXISTING
MANHOLE WITH NEW OUTSIDE DROP CONNECTION
N T.S
2' RAISED LEMING
z
0 04N 32 3/4" (834mm) DIA
O
I
T
( T q a BOLT CIRCLE
2"
II
�•{H.-7' E>
S F \TILT V_ FOR VENTED COVER ONLY:
J
0
MANUFACTURER SHALL
PROVIDE TWO 3/4' MIN
VENT HOLES
QQ
Z
11
4V4' 2'-3%'Y4MANUFACTURER
FOR WATERTIGHT COVER ONLY:
SHALL PROVIDE
f�L
1Y2 2-4 7
7/8•�
NEOPRENE ET SEAL
EMBEDDED IN BOTTOM OF UD
COVER SECTION B -B
7
N w Q. p
24' S�•
2871 --
Ln
36'61
SECTION CC
Ln
O
TRAFFIC RATED MANHOLE RING
Z
AND COVER FOR BOTH WATER
TIGHT AND VENTED REQUIREMENTS
g
N.T S
W
u
Ln
M I
•�."
(RECESSED FLUSH)
FOR VENTED COVER ONLY:
MANUFACTURER SHALL
PROVIDE TWO 3/4' MIN
VENT HOLES
27•
vv r
/2 1 /4
2"
II
�•{H.-7' E>
Q
j
p
COVER SECTION A -A
I
CAST -IN STAINLESS STEEL ROD�l
N F
OO ¢s
LA
27'FOR WATERTIGHT
COVER SECTION B -B
N w Q. p
9'�
• G
CODER ONLY.
2% " MANUFACTURER SHALL
15iU PROVIDE NEOPRENE
11`'
u1 a =
1Q/1 =
-'I LL
'� 0
(4) 1' DIA. HANDLING HOLES
GASKET SEAL
L• 5• EMBEDDED IN FRAME
_
°GO
C' = Z =O
Q +U
m I
ON A 29 3/4" DIA B.C.
(1) HEX HEAD 3/8'-16 X 1
3/4' LONG ZINC PLATED
BOLT WITH ZINC WASHER &
I 25jr4
P8
L
L
W
F- 0C O Z
¢ m
�J
IT ZINC NUT FOR
CUSTOMER TO ADD PADLOCK
S2
FRAME SECTION A -A
FiWN£SECTION B -B
O
Digitally signed
DAT AUGUST. 2016
DIS
NON TRAFFIC RATED MANHOLE RING AND COVER •;y,
�;, �pEld%MAL
` by
` by
FOR BOTH WATER TIGHT AND VENTED REQUIREMENTS
.
d
Mark Lacy, P.E.
NT•5
���
Date: 2016.08.26
CiECETD 96L
No
25
``` 09:42:42-04'00'

11
NEW PAVEMENT STRUCTURE
5'OVERLAY
—OR AS REQUIRED BY
5' OVERLAY
OR AS REQUIRED BY
ROADWAY AGENCY
ROADWAY AGENCY
PRIME COAT
MINIMUM OF 2-1/2'
1-1/2' ASPHALT
CONCRETE SURFACE
TYPE 119 OB NCR TE
COURSE
SF9 SA
'OVE��
I 12 -
MIN.
CARRIER PIPE
COMPACT TO 95% OF
MAXIMUM DRY DENSITY
AS DETERMINED BY
AASHTO METHOD T-99.
MECHANICAL TAMPER
SHALL BE REQUIRED.
4' 1
OPEN CUT AT CROSSINGS AND INTERSECTIONS
CROSSINGS AND I�RSEC�ONS
N T.S.
NOTES
1. WHERE EXISTING PAVEMENT IS INSUFFICIENT THICKNESS TO DEVELOP
TIGHT SEAL WITH NEW SURFACE, NEW PAVEMENT SHALL LAP EXISTING
WITH H AT LEAST A 1D' OVERLAP ON BOTH SIDES FOR SMOOTH
TRANSITION OR AS PER ROADWAY AGENCY SPECIFICATIONS
2. 2' OVERLAY REWIRED FOR INSTALLATIONS PARALLEL TO ROADWAY
VARIES
EXISTING 4' 3GGO PSI
CONCRETEI 12' CONCRETE 12'
3'-D' MIN COVER
COMPACTED
BACKFILL -
-CARRIER PIPE
CONCRETE DRIVEWAY OPEN CUT AND PATCH
NTS
VER
BRASS CAP
FINISHED GRADE I CLEANOUT STACK COLLAR
18• %18' X4'
TERMINATE SERINES CLEANOUT )-� -�ANY
19 GAT IVE PB ENENNGINEEROR LOCATION 4''
45' BEND
n
SERVICE PIPE LENGTH 4' PVC CAP
(AS REQUIRED) 4' %4' %4' WYE
SIZE % 4' WYE UNDISTURBED 4' PVC SANITARY SEWER
EARTH
SERVICE CHEDU E 40 IP 4' PJC
SCHEDULE 40 PIPE
PJC SEWER MAIN
(SIZE VARIES) 4" SEWER SERVICE CONNECTION
WITH CLEAN OUT DETAIL
NTS
THRUST
GM
1 /4' STEEL 5.
PLATE �I MIN.
FOR O r
N RODDING
FOR ONE FULL JOINT
LENGTH EACH SIDE OF
BEND, MINIMUM
CONCRETE THRUST BLOCK 3/4' TNREADED
AT ALL 45' DEGREE BEDS S L RODS
STATIC THRUST NUMBER OF NUMBER OF
SIZE OF 45 BED IN POUNDS RODS REQUIRED
6' 4,328 2
8' 7.694 2
12' 17,312 4
16. 30,779 4
20' 48,091 6
24' 69,252 8
NOTES
1 ONCE INSTALLED AND TIGHT. THE STEEL RODS AND BOLTS SHALL RECIEVE 2
COATS OF BRUMINOUS MATERIAL OR SHALL BE GALVANIZED
2 CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
VERTICAL BENDS
N T.S
III _II=III_ = Yn
qQl `n
_E2 III ILII
z = 12' MIN IN(fW.
III I_ BACKFILL
(SEE NOTE 1)
III --------------- - HAUNCHING FOR
__ ILII PVC PIPE #67 g
SPRINGUNE III - - WASHED STONE
N _ III TO 6' ABOVE
® TOP OF PIPE
HAUNCHING FOR D.I.P.:
/67 WASHED STONE III IIJIIlII JIitII�JIII JI011 6- B67 WASHED
TO SPRINGUNE STONE BEDDING
12' PIPE 12'
MAX WIDTH MAX
SANITARY SEWER MAIN TRENCH
N T.S.
26
Digitally signed
��r'
fir?; -!Y'
by Mark Lacy, P.E.
Date: 2016.08.26
09:43:25 -04'00'
26

SEEDING GENERAL NOTES:
PERMANENT SEEDING
a vlsioNs
aU�1°^o oAaz.
Y
(FOR BOTH TEMPORARY AND PERMANENT SEEDING)
SOIL TESTING:
CONSTRUCTION:
GFNF a RFO iIRFMENTS,
z
<
1. TAKE SOIL SAMPLES FROM THE DIFFERENT MEAS OF THE PROJECT SITE
THE
1 PREPARATION PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL
CONSTRUCTION AND UTIUTY WORK WITHIN THE PREPARATION AREA IS COMPLETE.
SNI0Roth Digitally signed
�roaoFEi9jp�'�'i 9 y 9
2 TEST AND ANALYZE TYPE(S) AND DUALITY OF THE EXISTING SOILS
HOWEVER, R MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO
by Mark Lacy, P.E.
3. DISTURBED CONDITIONS ON A SITE MAY PRODUCE A VARIETY OF SOIL COMMUNITIES IDENTIFY AND
TEST THE VARIOUS SOIL TYPES RESULTING FROM CONSTRUCTION ACTIVITY.
COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES.
_
;fir Date: 2016.08.26
O'
4, HAKE AMENDMENTS TO THE SOIL AS NECESSITY TO PROVIDE ADEQUATE DRAINAGE, MOISTURE
2. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL
BE OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED. SODDED OR PLANTED.
hd
0hhq !::
I-
fn
RETENTION, AND NUTRIENT RETENTION.
RECOMMENDED FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED
1`v.•
'4oKryi 09:44:23 -04'00'
z
= C m E.
- _ ^ m
5 IF THE NECESSARY AMENDMENT RECOMMENDATIONS ARE NOT INCLUDED THE SOIL TEST REPORT THE
INTO THE PREPARED AREAS AND BACKFILL MATERIAL PER THE TEST
11
CONSTRUCTION SPECIFICATIONS:
O
av rmri v o m2
CONTRACTOR SHALL OBTAIN THE SERVICES OF A SOIL PROFESSIONAL TO MAKE THE SOIL AMENDMENT
RECOMMENDATIONS.
3 ALL MEAS TO BE SEEDED OR PLANTED SHALL BE TILED OR RIPPED TO A DEPTH
OF 4'. RIPPING CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN
CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL
c)
= d u R m — o.
r Z
6 THE NG, H CAROLINA DEPARTMENT AGRICULTURE AND CONSUMER SERVICES PROVIDES SOIL
OVER THE ENTIRE SURFACE AREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE
INSTALL THE CUSS B OR CLASS I RIPRAP IN A SEMI -CIRCLE MOUND THE PIPE INLET. THE
c
TESTING, HOWEVER, TROT TURNAROUND TIME FOR SOIL TESTS 15 TYPICALLY ONE TO 1Y/0 WEEKS
T N
THE SIDE WALLS OF THE FISSURES. SITE PREPARATION THAT DOES NOT COMPLY
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE R TES IMO THE EMBANKMENT,
O
d m an m $
] R IS IMPERATIVE THAT SOIL TESTS BE CONDUCTED AND REQUIRED AMENDMENTS BE SPECIFIED PRIOR
TO SEEDBED PREPARATION AND THAT SEEDING BE ACCOMPLISHED ACCORDING TO THE SEEDING
WITH THESE DOCUMENTS SHALL NOT BE ACCEPTABLE
4 ALL STONES LARGER THAN THREE (3) INCHES ON SIDE, STICKS, ROOTS, AND
THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 3 Fr.. WITH A MINIMUM BOTTOM
WIDTH OF 11 Fr. THE MINIMUM HEIGHT SHOULD BE 2 Fr, BUT ALSO 1 Fr. LOWER THAT THE
F-
6 w
4 ` O LL
Ova Y j
SCHEDULE
INH'
OTHER EXTRANEOUS MATERIALS THAT SURFACE DURING THE BED PREPARATION
SHOULDER OF THE EMBANKMENT OR DIVERSIONS
8 THE CONTRACTOR SHALL AD QUATELY PIM TO HAVE SOIL TESTS RESULTS MD REQUIRED
AMENDMENTS RETURNED IN SUFFICIENT TIME FOR USE IN SEEDBED PREPARATION ACCORDING TO
SHALL BE REMOVED.
AREAS To R1 c m D,
A 1 FT THICK LAYER OF NCDOT /5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE
SLOPE OF THE RIPRAP
z
SCHEDULE
1. PLLDISTHE PREPARED MEAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR
C
THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED MOUND THE OUTSIDE OF THE STONE
I
a
�+
9 THE CONTRACTOR MAY NEED TO EMPLOY A PRIVATE FIRM FOR SOIL TESTING AND AMENDMENT
(4) IOR
NCHES REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY SIDE,
HORSESHOE IB INCHES BELOW NATURAL GRADE
}
ti
SPECIFICATION TO ACCOMPLISH SEEDING ACCORDING TO SCHEDULE
STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE IF NOT
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. FILL DEPRESSION AND
RESPONSIBILITY:
INCORPORATED DURING THE SOIL PREPARATION PROCESS, ADD PH MODIFIER AND
ESTMUSH FINAL GRADING E EVATIONS. COMPACT MEA PROPERLY. AND STABILIZE WITH
Z
` V C
MOBILIZATION UNTO ESTABLISHMENT PERMANENTS ON T
1, FROM THE TIME OF PROJECTCONTRACTOR'S
FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT
GROUND COVER
O
¢ C
OS MEASURES
SHALL BE THE CONiRALTOR'S RESPONSIBILITY TO PROVIDE ALL EROSION CONTROL MFISURES
CKER ROLLER. ME FINISHED PANE
THE AR GSU
2 RE-COMPSHALL
MAINTENANCE:
INDICATED ON TIE DRAWINGS AND IN THE SPECIFICATIONS MD AS MAY BE DIRECTED BY THE Ek5
BEAA SMOOTH EVEN SOILSURFACEWITHA LOOSE, UNIFORMLY FINE
TEXTURE. ALL RIDGES MO DEPRESSIONS SHALL BE REMOVED AND FILLED TO
3
a 4 C
C
INSPECTOR
2. AFTER ESTABLISHMENT OF PERMANENT STABILIZATION AND FOR ONE YEAR THEREAFTER R 19 THE
PROVIDE THE APPROVED SURFACE DRAINAGE. SEEDING OF GRADED MEAS IS TO BE
DONE IMMEDIATELY AFTER FINISHED GRADES ME OBTAINED AND SEEDBED
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER RAINFALL EVENT AND REPAIR IMMEDATELY. REMOVE SEDIMENT MD
RESTORE THE SEDIMENT STORAGE MFA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
LLJ
N
W N
CONTRACTOR'S RESPONSIBILITY TO REPAIR EROSION THAT OCCURS WITHIN THE CONTRACT AREA AND
PREPARATION IS COMPLETED
HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP PUCE THE SEDIMENT THAT IS
�
C
THAT IS THE RESULT OF PROJECT CONSTRUCTION ACTIVITIES OR NATURAL CAUSES
3 SOILS TEST DURING AND/OR AFTER INITIAL GRADING IS COMPLETE SHALL BE
REMOVED IN TIE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PMT OF THE
o
3 REPAIR OF ANY AFTER ONE YEAR BEYOND PERMANENT ATOM IS THE OWNER'S
OBTAINED PRIOR TO, AND FOR USE IN, SEEDBED PREPARATION
GRAVEL (ACING.
lY
UNLESS IN TH
RESPONSIBILITY UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE SPECIFICATIONS.
4. REPAIR OF ANY PERSISTENT RECURRENCE OF EROSION THAT BEGINS UNDER THE CONTRACTOR'S
`
CHECK THE STRUCTURE FOR DRAINAGE. ANY RIPRAP DISPLACED FOR THE STONE HORSESHOE
MUST BE REPLACED IMMEDIATELY
Q
La_
-
RESPONSIBILITY SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR UNTIL R CEASES TO RECUR
1 IMMEDIATELY RESEED AND MULCH MEAS ACCORDING TO THE SEEDING SCHEDULE
AFTER ALL THE SEDIMENT -PRODUCING MEAS HAVE BEEN PERMANENTLY STABILIZED. REMOVE
i
5 THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR REPAIRING ANY EROSION OCCURRING AFTER
WHERE SEEDLING EMERGENCE IS POOR. OR WHERE EROSION OCCURS DO NOT MOW
UNTIL WELL ESTABLISHED OR AVERAGE HEIGHT REACHES 6 INCHES PROTECT FROM
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE ME TO BLEND WITH THE
I
COMPLETION OF THE PROJECT THAT IS THE RESULT OF ACTIVATES OF OTHERS AND NOT THE RESULT
TRAFFIC AS MUCH AS POSSIBLE UNTIL WELL ESTABLISHED MINIMIZE TRAFFIC
ADJOINING MEAS MD PROVIDE PERMANENT GROUND COVER
(.7
j OF THE CONTRACTOR'S ACTIVITIES OR NATURAL CAUSES REPAIR OF SUCH EROSION SHALL BE THE
THEREAFTER TO THAT NECESSARY FOR THE INTENDED LAND USE
Z
RESPONSIBIUIY OF THE PROPERTY OWNER
2. IF SEEDLING EMERGENCE CONTINUES TO BE POOR OBTAIN A NEW SOIL TEST FOR
), W
TEMPORARY SEEDING
THE AFFECTED AREA AND APPLY AMENDMENTS NECESSARY TO PROMOTE GOOD
GROWTH AND RESEED AND MULCH ACCORDING TO THE SEEDING SCHEDULE.
/ ✓
CONSTRUCTION:
3 IF AT ANY TIME THEIR EXISTS INADEQUATE MOISTURE IN THE SOIL FOR
COMPLETE GRPDING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION CONTROL
ESTMUSHMENT AND GROWTH. APPLY IRRIGATION TO PROVIDE ADEQUATE MOISTURE
( PRACTICES IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8
I INCHES USING A RIPPER, HARROW, OR CHISEL PLOW.
DO NOT SATURATE THE SOIL OR USE AN EXCESSIVE RATE OF APPLICATION CAUSING
EROSION
—1
[�A
1, SEEDBED PREPARATION
4 IF EVIDENCE IS FOUND OF DISEASE OR INSECTS AFFECTING ESTABLISHMENT AND
A A
z
PREPARE SEEDBED SO THAT IT IS WELL PULVERIZED, LOOSE, AND UNIFORM WHERE HYDROSEEDING
METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE
GROWTH. DETERMINE THE CORRECTIVE MEASURES NECESSARY AND ACCEPTABLE TO
NC ENR AND APPLY THEM. RESEED AND MULCH ACCORDING TO THE SEEDING
-
I CLODS AND STONES.
SCHEDULE IF NECESSARY
2. UUM
5 AFTER THE PERMANENT SEEDING IS WELL ESTMUSHED, MOW OR OTHERWISE CUT
APPLY UME ACCORDING TO SOIL TEST RECOMMENDATIONS APPLY LIMESTONE UNIFORMLY AND
I INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL SOILS WITH A PH OF 6 OR HIGHER NEED NOT
THE GROWTH 90 THAT SEED DOES NOT FORM MD THE GROWTH IS CONTAINED
WITHIN THE AREA TO WHICH R WAS INITIALLY APPUED
ROW
BE UMED
I FRnli
3, D
s B/5E APPLICATION RATES ON SOIL TESTS BOTH FERTILIZER AND LIME SHALL BE INCORPORATED INTO
t
4
- STORM DRAIN
0
' THE TOP 4-6 INCHES OF SOIL IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND
FERTILIZER MORE THAN 3D MINUTES BEFORE APPLICATION
TEMPORARY AND PERMANENT SEEDING SCHEDULE
-
F
I 4. SURFACE ROUGHENING
L IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY
Seeding mixture
_
12' OF d57 ` CLASS B RIP RAP STONE
STONE FILTER
z L�
v NOT BE REQUIRED, EXCEPT TO BREW( UP LARGE CLODS IF RAINFALL CAUSES THE SURFACE TO$PQCIe9
Rote �Ib�OCfe�
,
O —
BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING,
OR OTHER SUITABLE METHODS GROOVE OR FURROW SLOPES STEEPER MAN 31 ON THE CONTOUR
Tail Fe.we (KY -31 or o 50-50
t) Q
II--...
I BEFORE SEEDING (PRACTICE 603, SURFACE ROUGHENING)
blend of two tuff -type loll fescue.) 200-250
^�
z (1J
5. $EEDIBG
KY Blue Gras. or a 50-50 mix of
O p
EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST). DRILL, CULTIPACKER SEEDER, OR
two Improved blue grass vanebe. 25-50
N
' HYDROSEEDER USE SEEDING RATES GIVEN IN TABLES 6.10A-6.IOC BROADCAST SEEDING AND
Seeding Dates
O
HYDROSEEDING ME APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN HMD
ONERSION PLAN
i BROADCASTING SHALL NOT BE DONE
SMALL GMINS SHOUID BE PARTIED NO MORE THAN I INCH DEEP, MD GRASSES AND LEGUMES NO
Best Possible
Below 2500 ft: Aug. 15 - Sept, 1 July 25 -Sept. 15
POINT
1p• QP M57 SHOULDER
LLL
MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND
y THEN UGHMY FIRMED WITH A ROLLER OR CULTIPACKER HYDROSEEDED MIXTURES SHALL INCLUDE A
Mor. 1 - Apr. 1 Mar I -May 10
STONE FILTER CIMS B RIP RAP STONE
(P WOOD FIBER (CELLULOSE) MULCH
Above 2500 fl July 25 - Aug 15 Jut 15 - Aug 30
_
6 MULCH
Mar 20 - Apr 20 Nar 5 - May 15
i 18• z /)
'
'- M APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL
Soil Amendments
_ MIN _
_s`K-^'
i
i CONDITIONS, MD IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS (PRACTICE
Appy lime and fertilizer accordmg to sod testi
rt
j
W O
6.14, MULCHING). HARSH SITE CONDITIONS INCLUDE.
Mulch
`•� mS
,J
y 6.1.SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE
a
For sloop.. 2h.1v. or les. apply 3,000-4,000 Ib/acre grin straw or equivalent
/a /�-�)_ #
FLOW
}
FOR THIS USE)
6.2. SLOPES STEEPER THAN 3:1,
co r f a Cher sortable mulch Anchor mulch by lackng wdh asphalt, ng.4
tl r by r Iling and watenng Far slopes greater than 2h:1v apply Es..I.Ior
O o 2
F
N 10
Q
�°
61.E%CESSIVELY HOT OR DRY WEATHER.
Mat RECP according to drawings and ep— i.bns
]'-6' MIN
STORM DRAIN
W Mad w 25
6.4.ADVERSE SOILS (SHALLOW, ROCKY. OR HIGH IN CLAY OR WD), AND
MEAS CONCENTRATED FLOW
Maintenance
~ LL Z
zi z LL
H —
A TO BE
L IF THE AREA TO BE MULCHED IS SUBJECT 70 CONCENTRATED WATERFLOW, M IN CHANNELS,
IF
8
RefeHilize accordmg b soA tests annually in late ..ad and again in fall. Beed,
/ertdiza, and mulch bare spot. Immedialeiy, and reseed elands with the sa
SECTION A—A
= m P O
�' Q
So ANCHOR MULCH WITH NETTING (PRACTICE 6.14, MULCHING)
poor
In, d°r° '^ "°'°"
TEMPORARY CULVERT PROTECTION DETAIL
Z
= O
a MJ 3
GREATER THAN 2H 1V SHALL HAVE A DOUBLE NET BLANKET TYPE RECP INSTALLED AS
Permanent
Permanent
,
= E OF
MALL ULCHING.
`
seeding containment
NOT TO SCALE
2
Z O
" MAINTENANCE:
New or otherwise cut grass regularly o that se d does not form and gra.. s
Q m
1. ELY RESEED AND MULCH Mils WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION
contained Ma. the areae o1 application Keep height of grass to lass than 6
Inches tall on estabrisned
yl
O
I OCCURS DO NOT MOW PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE
OCCURS
�
B 2 IP SEEOUNG EMERGENCE CONTINUES TO BE POOR OBTAIN A NEW SOIL TEST FOR THE AFFECTED
AREA AND APPLY AMENDMENTS NECESSARY TO PROMOTE GOOD GROWN AND RESEED AND MULCH
qutUST• 2016
3 IF AT ANY TIME THEIR EXISTS INADEQUATE MOISTURE IN THE SOIL FOR ESTABLISHMENT AND GROWTH.
�}
p6mx6a MAL
APPLY IRRIGATION TO PROVIDE ADEQUATE MOISTURE DO NOT SATURATE THE SOIL OR USE AN
EXCESSIVE RATE OF APPLICATION CAUSING EROSION
— ACF
CHECKLD 6GL
4. IF EVIDENCE IS FOUND OF DISEASE OR INSECTS AFFECTING ESTMUSMMENT AND GROWTH. DETERMINE
Ho.
THE CORRECTIVE MEASURES NECESSARY AND ACCEPTABLE TO NCDENR AND APPLY THEM RESEED
AND MULCH IF NECESSARY.
27

BOG
DEWATERING
0
SIDEWALK OR
GRASS AREA
15 OR 157 STONE
GR SLOPE EL FILTER COMASONRYGRAV
NCRETE MASONRY BLOCK 2 COURSES
16' HIGH (MIN) ` EDGE OF CURB & GUTTER
NOTES
1. POSITION 1 BLOCK PER SIDE ON BOTTOM COURSE TO ALLOW FOR DEWATERING. WRAP
DEWATERING BLOCK WITH 1/4' MESH WIRE TO PREVENT STONES FROM WASHING INTO INLET.
CURB INLET PROTECTION
N.T S
-� 2'X4' WOO*�EHER EXCESCORNERS
MINETIC FABRIC
TEMPORARY FABRIC PROTECTION FOR DROP INLETS
fONRRDOTMR SPECIFIC TONS•
1. M SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, OR ETHYLENE YARN -
EXTRA STRENGTH (50M/1' MIN) - THAT CONTAINS ULTRAVIOLET RAY INHIBITORS AND
STMIUZERS FABRIC SHOULD BE SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE
TEMPORARY SEDIMENT POOL
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS
3 FOR STAKES, USE 2'X4' WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF
3 FEET.
4 SPACE STAKES EVENLY MOUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET MART.
AND SECURELY DRIVE THEM INTO THE GROUND APPROXIMATELY 18' DEEP.
5 TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH 2'X4' WOOD STRIPS MOUND
THE CREST OF THE OVERFLOW AREA AT A MAXIMUM OF 1 1/2 FEET ABOVE THE DROP INLET
CREST.
6. PLACE THE BOTTOM 12' OF THE FABRIC IN A TRENCH AND BACK FILL THE TRENCH WITH AT
LEAST 4' OF CRUSHED STONE OR 12' OF COMPACTED SOIL
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE
NEXT STAKE
GROUND STABILIZATION REQUIREMENTS
CONTRACTOR SHALL BE REQUIRED TO ESTABUSH GROUND
STABILIZATION AS PER FOLLOWING CHART.
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER
DIKES. SWALES,
DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUAUTY
15'PREPARE
�,IYIT
N
0' AS SPECIRED
WATER (HOW)
7 DAYS
NONE
ZONES
IFSLOPES ME 10' OR
SLOPES STEEPER
THAN 31
7 DAYS
LESS IN LENGTH AND ME
NOT STEEPER THAN 2.1,
14 DAYS ME ALLOWED
SLOPES 3:1 OR
7 DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER MEASNONE
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
AND HOW ZONES)
ICAL GROUND COVER STMIUZATION TYPES -
r.7..EC
MS AND OR SOD. WHEAT STMW, MULCH.
RADABLE STRAW MATTING, SYNTHETIC MATTING, ETC.
SYNTHETIC MAT SWALE
3
'4AX I UMNG
EXCELSOR MAT 2' DEPRf
OVERLAP AT SEAMS
STABLES 2' DG 1 n•
BGIN DIRECTIONS f=1
NOTE PREPARE, SEEO,MD INSTALL SOIL EROSION CONTROL
BLANKET ON DIMMED AREA OF DITCH
EXCELSIOR MAT SWALE
�3
cII _I II — 1— DEPTH
^nu=�- SEED AND
MULCH SHOULDER
SEED & MULCH GRASS SWALE
SWALE DETAILS
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
Digitally signed by
Mark Lacy, P.E.
Date: 2016.08.26
09:45:08 -04'00'
CLEAR THE AREA OF ALL DEBRIS THAT MIGHT, HINDER EXCAVATION AND DISPOSAL OF SPOIL
INSTAL. THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE MOUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT
THE MINIMUM CREST WIDTH OF THE RIPRM SHOULD BE 3 FT.. WITH A MINIMUM BOTTOM
WIDTH OF 11 FT THE MINIMUM HEIGHT SHOULD BE 2 FT. BUT ALSO 1 FF. LOWER THAT THE
SHOULDER OF THE EMBANKMENT OR DIVERSIONS
A 1 FF THICK LAYER OF NCDOT 15 OR 157 STONE SHOULD BE PLACED ON THE OUTSIDE
SLOPE OF THE RIPRM
THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED MOUND THE OUTSIDE OF THE STONE
HORSESHOE 18 INCHES BELOW NATURAL GRADE
WHEN THE CONTRIBUTING ORAINAGE AREA RAS BEEN STMIUZED. FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH
GROUND COVER.
MAINTENANCE:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS
REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
GRAVEL FACING
CHECK THE STRUCTURE FOR DRAINAGE. MY RIPRM DISPLACED FOR THE STONE HORSESHOE
MUST BE REPLACED IMMEDIATELY
AFTER ALL THE SEDIMENT -PRODUCING MF/5 HAVE BEEN PERMANENTLY STABILIZED. REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT SMOOTH THE ARE TO BLEND WITH THE
ADJOINING MEM AND PROVIDE PERMANENT GROUND COVER
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`.�LHIC�{Q �✓/i
e
FILL FABRIC W/ TOPSOIL
6' MIN.
AND SEED & uULCH
31/I
MAK I
is
15'PREPARE
�,IYIT
N
0' AS SPECIRED
NOTE:
OVERLAP SMALL BE 2' MIN
AND BE LAD W1. OVERLAP
OCCU,RING ON DOWNSLOPE
SYNTHETIC MAT SWALE
3
'4AX I UMNG
EXCELSOR MAT 2' DEPRf
OVERLAP AT SEAMS
STABLES 2' DG 1 n•
BGIN DIRECTIONS f=1
NOTE PREPARE, SEEO,MD INSTALL SOIL EROSION CONTROL
BLANKET ON DIMMED AREA OF DITCH
EXCELSIOR MAT SWALE
�3
cII _I II — 1— DEPTH
^nu=�- SEED AND
MULCH SHOULDER
SEED & MULCH GRASS SWALE
SWALE DETAILS
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
Digitally signed by
Mark Lacy, P.E.
Date: 2016.08.26
09:45:08 -04'00'
CLEAR THE AREA OF ALL DEBRIS THAT MIGHT, HINDER EXCAVATION AND DISPOSAL OF SPOIL
INSTAL. THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE MOUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT
THE MINIMUM CREST WIDTH OF THE RIPRM SHOULD BE 3 FT.. WITH A MINIMUM BOTTOM
WIDTH OF 11 FT THE MINIMUM HEIGHT SHOULD BE 2 FT. BUT ALSO 1 FF. LOWER THAT THE
SHOULDER OF THE EMBANKMENT OR DIVERSIONS
A 1 FF THICK LAYER OF NCDOT 15 OR 157 STONE SHOULD BE PLACED ON THE OUTSIDE
SLOPE OF THE RIPRM
THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED MOUND THE OUTSIDE OF THE STONE
HORSESHOE 18 INCHES BELOW NATURAL GRADE
WHEN THE CONTRIBUTING ORAINAGE AREA RAS BEEN STMIUZED. FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH
GROUND COVER.
MAINTENANCE:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS
REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
GRAVEL FACING
CHECK THE STRUCTURE FOR DRAINAGE. MY RIPRM DISPLACED FOR THE STONE HORSESHOE
MUST BE REPLACED IMMEDIATELY
AFTER ALL THE SEDIMENT -PRODUCING MF/5 HAVE BEEN PERMANENTLY STABILIZED. REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT SMOOTH THE ARE TO BLEND WITH THE
ADJOINING MEM AND PROVIDE PERMANENT GROUND COVER
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28

II NTS
I SILT FENCE INSTALLATION:
1 THE SSE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE
MIDDLE OF THE FENCE CHECK WITH A LEVEL IF NECESSARY.
e 2. INSTALL POSTS 4 FEET APART IN CRITICAL MEAS AND 6 FEET APART ON STANDARD
FR
APPLICATIONS
4 3 INSTAL. POSTS 2 FEET DEEP ON THE DOWNSTREAM SIOE OF THE SILT FENCE, AND
AS CLOSE AS POSSIBLE TO THE FABRIC, ENABUNG POSTS TO SUPPORT THE FABRIC
'yy FROM UPSTREAM WATER PRESSURE.
3a 4INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC
q 5 ATTACH THE FABRIC TO EACH POST WITH THREE PES. ALL SPACED WITHIN THE TOP
8 INCHES OF THE FABRIC ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH
l9 THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART ALSO, EACH
TIE SHOULD BE POSITIONED TO RANG ON A POST NIPPLE WHEN TIGHTENED TO
PREVENT SAGGING
IV 6 WRAP MPRO%IMATELY 6 INCHES OF FABRIC MOUND WE END POSTS AND SECURE
1 j WITH 3 TIES
i 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED MOVE GROUND
EVEL
;B 8. THE INSTAUAPON SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS
BEFORE COMPACTION
RR 9 COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL
f 5 IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE
TRACTOR, SKID STEER, OR ROLLER EXERRNG AT LEAST 60 POUNDS PER SQUARE
§ d INCH COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A
._ TOTAL OF 4 TRIPS.
FENCE MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
2. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
3. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEM. DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
4 REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAN AND TO REDUCE PRESSURE ON THE FENCE
5.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
6. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBU71NG DRAINAGE AREA
RAS BEEN PROPERLY STMWZED
12' THICK SEDIMENT
Digitally signed
by Mark Lacy, P.E.
r -i--1-18' MIN
2
Date: 2016.08.26
�44Rk'� 41•`\\
09:47:16 -04'00'
12' THICK SEDIMENT
I
I
I
CONTROL STONE
r -i--1-18' MIN
2
1. RAL STONE SHALL BE
STRUCTURAL
CV55 'A' STONE FOR EROSION
STONE
CONTROL PURPOSES SEDIMENT
CONTROL SHALL BE
CROSS
SECTION
857 STE
8E.
2. OUTLETS TO BE PLACED AT
LOW POINTS ALONG SILT FENCE
�I
SILT FENCE SILT FENCE
TOP VIEW
SILT FENCE (TYP)
}
12 MAX
FRONT VIEW
STONE OUTLET DETAIL
NOT TO SCALE
0
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