16973_NC AQUARIUMS_19970103

O
CAMA AND DREDGE AND FILL
GENERAL 0166
PERMIT
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC
i� Applicant -Name 1 `4 V — r ►` `
Address ,
City
Project Location (County, State Ro d,
Type of P je Pit vity
Irv,
i. PROJECT DESCRIPTION SKETCH
r tsoay,
�.
_ or
Pier (dock) length
Groin length
number—
P.,
umber_P ,ength
x. distance offshore
kin, channel dimensions
cubic yards ^ �—
Boat ramp dimensions f� I i � !� r'
Othe 1 t - .JAN 0 3 1991L.
.:
el
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine,
imprisonment or civil action; and may cause the permit to be- — applicant's signature
come null and void.Ua.
This permit must be on the project site and accessible to the ( permit officer's signature
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject
ro ject is consistent with the local land use plan and all local issuing date expiration date
ordinances, and 2) a written statement has been obtained from �
adjacent riparian landowners certifying that they have no �� kAc.
objections to the proposed work. attachments 1
In issuing this permit the State of North Carolina certifies that 14 e-" i-1, pc)
this project is consistent with the North Carolina Coastal application fee
Management Program.

Applicarr
Address _
City
PrN C_
TY,,Re of f
CAMA AND DREDGE AND FILL N° 016973
GENERAL
PERMIT
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and tthhtpl1enoa ources Commission
in an area of environmental concern pursuant to 15A NCAC 1 1 e�{p
C �Ya'J�Cir'-U-�6 Phone Number -awl— oocl
on (County, State Ro1d,Jf4t@r Body, e
r,Sis
zip 7-PEl
•�� i�'ii1
PROJECT DESCRIPTION SKETCH (SCALE: )
Pier (dock) length
Groin length
number —xva
� --- -- --
Bulkhead length ll�
max. distance offshore JOroO
Basin, channel dimensions
cubic yards
Boat ramp dimensions --
Oth
i
SSW
N
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine
applicant's signature
imprisonment or civil action; and may cause the permit to be-
come null and void.
' This permit must be on the project site and accessible to the permit otticer s signature
permit officer when the project is inspected for compliance.(_� 1n, l —� _ ,
The applicant certifies by signing this permit that 1) this pro- `� --1 I
ject is consistent with the local land use plan and all local issuing date expiration date
1 ordinances, and 2) a written statement has been obtained from f
adjacent riparian landowners certifying that they have no
objections to the proposed work. attachments A i joC. 'I
j In issuing this permit the State of North Carolina certifies that ©O�
this project is consistent with the North Carolina Coastal application fee
Management Program.

Ellinwood Design Associates, Ltd.
Box 10681 ❑ Raleigh, North Carolina 27605
REFERENCE NO.
DATE
VENDOR NO.
VOUCHER
INVOICE
REFERENCE
INVOICE
DATE
INVOICE AMOUNT
DISCOUNTS
PREVIOUS PAYMENTS
NET AMOUNT
CAMA PERMIT
— NC AQUARIUM
— FIRI
PROTECTION
& SALTWATER
INTAKI
LINES
95222.00/527
25.00
95221.00/527
25.00
TOTAL
J

sociates, Ltd.
Box 10 800 Design North Carolina 27605
V Box
Wachovia Bank of North Carolina, N.A.
Ra1dQh, NC 27611
PAY: ---FIFTY AND NO/100 DOLLARS --------
TO: DIVISION OF COASTAL MANAGEMENT
vtv`a.K% U11\' 11201231,31" 1:0 5 3' 0 7 6 3 3':
ape- k W73
66-763
531
012343
CHECK DATE REFERENCE NO.
AMOUNT
$50.00
6 260 1259 291"

1LINW00D DESIGN ASSOCIATESII.T .
1
3801 Lake Boone Trail, Suite 400, 276Q7
or P.O. Box 10681, 27605.
Raleigh, North Carolina
[phone], Fax [phone]
To Division of Coastal Management
Morhead City Regional Office
P. O. Box 769
or ea i y, 7
ATTN Charles Jones
RE
LETTER OF TRANSMITTAL
DATE 11/21/96 11 JOB NO. 95221 2
N.C.AQUARIUM AT PINE KNOLL
SHORES
TICATIONOR �O
ERMIT
FIRE PROTECTION-WATEI;(-ME7AN1D--
5ALTWATER
LINES—
We are sending you
Plans (Blueline) U Plans (Original) [Plans (Mylar)_J Shop Drawings Specifications Ll Copy of lett
Copies Dated No. Description
1
11/11/96
Plans - Fire Protection Water Line
Specifications for Fire Protection Water Line
Plans - Saltwater Intake and Discharge Lines
Specifications for Saltwater Intake and Discharge lines
1
9/30/96
❑ With enclosures
1
11/21/96,
1
9/30/96
1
Application fee of $50
pf
Letter from NC DEHNR is forthcoming OV 21926
4
These are transmitted as checked below
For Approval ❑ Reviewed ❑ Submit additional copies for approval ❑ As noted below
❑ For your use ❑ Reviewed as noted ❑ Resubmit copies for distribution ❑ For bids due
❑ As requested ❑ Revise & resubmit ❑ Return corrected prints
® For review & comment ❑ Not approved ❑ Loaned prints being returned
Remarks
Project includes.-
FireProtection: 1350 If 8" C-900 PVC and 375 If 8" DIP and 2 standard fire hydrants
Saltwater Intake: Abandon -in-place existing 4" ABC intake line
Install o , and two ina e Ines
Install one 700 if 2-SCH-21-PVC freshwater supply line
If you have any questions please call, Craig Morgan or Glen Harrell.
Copies to
❑ With enclosures
If enclosures are not as noted,
❑ With enclosures
please notify us immediately.
❑ With enclosures
If checked below, please:
❑ With enclosures
❑ Acknowledge receipt of enclosure
❑ Return enclosures to EDA
Name: _,hGlim Harrell .I.T. R.L.S / Civil -Environmental Div.
Signed:

f]
- -I-vl-,�
Ca +0 ��� £, I
o0.oq�N 0 PsQuaa;uly-

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 27, 1996
Mr. J. Glen Harrell
Ellinwood Design Associates, LTD
P.O. Box 10681
Raleigh, NC 27605
Dear Mr. Harrell:
41; al
�EHNR
Enclosed you will find two CAMA General Permits which authorize development activities at and
adjacent to the NC Aquarium at Pine Knoll Shores. In order to validate the permits, please sign all three
(3) copies as indicated for each permit. Retain the white copies for your files and return the pink and
yellow signed copies to me in the enclosed, self-addressed envelope.
Thank you for your interest in this matter and if you have any questions please contact me at my Morehead
City office.
Sincerely,
1
Charles S. Jones
District Manager
cc: Preston Pate
Jeff Richter, COE
Ro. Box 769, 3441 Arendell St., Morehead City NC 28557 N1%f
C An Equal Opportunity / Affirmative Action Employer
Voice 919-726-7021 FAX [phone] Courier 11-12-09 50% recycled/ 10% post -consumer paper

CAMA AND DREDGE AND FILL
GENERAL N° 0169'73
-1�
PERMIT
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the ast l ources Commission
7
in an area of environmental concern pursuant to 15A NCAC 1 40.1 b
Applica e tWL�.l.fr Phone Number �`i��Lloo`'
Address O
City State • Zip . Y 1 2-
Projgct Location (County, State Ro d, tgr Body, etc
N a �C a
Ty e of P je t'vity Q C11
cn c� ti Ivy-�%t� 7 t/v` 7f1
0v -1Z_ 00 2 -
PROJECT
PROJECT DESCRIPTION SKETCH (SCALE: )
Pier (dock) length
Groin length
- - CQ
number_
Bulkhead length W
max. distance offshore
Basin, channel dimensions-
cubic
imensionscubic yards
Boat ramp dimensions
Othe ` S
.i.� '
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine,
applicant's signature
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the permit officer's signature
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject is consistent with the local land use plan and all local issuing date expiration date
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no IS A Nloc. —1N x'00
objections to the proposed work. attachments
In issuing this permit the State of North Carolina certifies that j j O Uv
this project is consistent with the North Carolina Coastal application fee
Management Program.

24:4, HD A
IDA
IEDAContract Bid Documents and Specifications for:
E111/A
J&M-�
JED. - North Carolina, Aquarium
-1 Shoras
at Pine Kngfli
i&IDA
11EID'k Fire Protection Tier Line
ZiDk
Nartii Carol na A;ivar;uMs
Vj T 1 � P. f;. Br;x 0 -)80
AtIar.zic'8aaC;t, N. 1;. 28512-0500
HDSeptember 1 gc5
Project No. 95221
EV/
Eiffinwood Desi13 Associites Ltd.
architecture Engineering o Planning
rn Box !0681 o Raleigh. NC 2760-5 0 919.73 1. 1083

Contract Documents and Specifications for:
North Carolina Aquarium at Pine Knoll Shores
Fire Protection Water Line
ENGINEER:
OWNER:
o�� 's, .°° CARO
----------------------------------- ---- .---- -- ..,, ..........
A ° FESSIp
SEAL A111
0-371 °
I13 /
• oo40,`s/GHI N��.
�`7• E SEAL
95221 - N. C. AQUARIUMS - FIRE LINE
Ellinwood Design Associates, Ltd.
3801 Lake Boone Trail
P.O. Box 10681
Raleigh, North Carolina 27605
Telephone: [phone]
Contact: Craig B. Morgan, PE
North Carolina Aquariums
P. 0. Box 0580
Atlantic Beach, N. C. 28512.0580
PROJECT NO. 95221
COPY NO.
v
dER DATE:

TABLE OF CONTENTS
BID DOCUMENTS AND CONTRACT DOCUMENTS
00020
Invitation to Bid
00050
Proposal Form
00075
Additional Bidder's Certification
00100
Instructions to Bidders
00300
Bid Bond
00500
Agreement
00800
Special Conditions
SPECIFICATIONS
DIVISION 1 GENERAL REQUIREMENTS
01010
Summary of Work
01017
Site Maintenance and Clean -Up
01040
Coordination
01500
Construction Facilities and Temporary Controls
DIVISION 2
SITEWORK
02100
Site Preparation
02200
Earthwork
02665
Water Systems
95221 - N.C.AGUARIUMS - FIRE LOOP PAGE 1 of 1

1
Notice is hereby given that:
SECTION 00020 INVITATION TO BID
State Construction Office
' N. C. Education Building, Suite 450
301 N. Wilmington Street
Raleigh, N. C. 27601-2827
will receive sealed bids for the construction of:
Fire Protection Water Line
for N.C. Aquariums at Pine Knoll Shores
Atlantic Beach, North Carolina 28512-0580
In accordance with drawings and specifications prepared by Ellinwood Design Associates, Ltd., Raleigh, North
Carolina and described in general as follows:
Furnish all plant, labor, equipment and material, and perform all work in connection with the complete
construction and installation of N. C. Aquariums Fire Protection Water Line in strict accordance with these
specifications and drawings and subject to the terms and conditions of the construction contract. The project shall
include the construction and installation of an 8 -inch C-900, class 200, PVC and DIP water line, complete with all
fittings as shown on the drawings, fire hydrants, excavation, backfilling, grading, disposal of excess materials,
seeding and fertilizing of disturbed areas, cleanup, operation and testing of installed system. The water line is to
be connected to the public water distribution system. The major items of work to be furnished and/or installed are
briefly described as follows:
1. Approximately 1350 linear ft. of 8 inch, C-900, cl 200 PVC and approximately 375 linear ft. of 8" DIP
' water line with all fittings and thrust restraints ( 54 linear ft. of 8" DIP water line to be installed by boring
method )
2. Two standard fire hydrants with 6 in.service lines, gate valves, thrust restraints, and 8x8x6 reducing tees,
' as per detail
3. Four 8 inch gate valves, located as shown on plans
' 4. One 6 inch gate valve . located as shown on plans
All quantities are to be considered approximate and the contractor should verify quantity needs based on plan
layout and site conditions.
The successful bidder shall be capable of following the anticipatory schedule:
' Bid Openings: November,, 1996
Award Bids: November—, 1996
Notice To Proceed: December—, 1996
Contractor to Mobilize to Site: December , 1996
n
95221 N.C.AQUARIUMS FIRE LOOP
SECTION 00020 - PAGE 1 OF 2

Sealed bids will be received in the State Construction Office at the following address:
State Construction Office ATTN: Michael Taylor
N. C. Education Building, Suite 450
301 N. Wilmington Street
Raleigh, N. C. 27601-2827
Until 2:00 P.M. Thursday, November 14, 1996, and immediately opened and publicly read aloud.
Complete plans and specifications will be on file at the following locations:
State Construction Office, Suite 450 N. C. Education Bldg, 301 N. Wilmington St., Raleigh, NC 27601-2827
[phone].
Ellinwood Design Associates, Ltd., 3801 Lake Boone Trail, P.O. Box 10681 Raleigh, NC 27605
[phone].
F.W. Dodge, 1110 Navaho Drive, Raleigh N.C. 27609; [phone]
Plans and Specifications may be obtained from the engineer upon payment of a non-refundable $35.00 plan fee.
Each proposal shall be accompanied by a certified check drawn on a bank or trust company insured by the
Federal Deposit Insurance Corp. of an amount equal to not less than five percent (5%) of the proposal or in lieu
thereof a bidder may offer a bid bond of five percent (5%) of the bid.
Date: State Construction Office By:
u
' 95221 N.C.AQUARIUMS FIRE LOOP
SECTION 00020 - PAGE 1 OF 2

ISECTION 00050 PROPOSAL FORM
PROPOSAL FOR THE CONSTRUCTION OF SALTWATER INTAKE AND DISCHARGE LINES AT
N.C.AQUARIUMS AT PINE KNOLL SHORES, ATLANTIC BEACH, CARTERET COUNTY, NORTH CAROLINA
Advertisement Date: November—, 1996
State Construction Office
N. C. Education Building, Suite 450
301 N. Wilmington Street
' Raleigh, N. C. 27601-2827
Gentlemen:
The undersigned bidder has carefully examined the Form of Contract, the Form of Contract Bonds, the
General Conditions, the Special Conditions, the Plans and Specifications, all of which are acknowledged to be a
part of the proposal, and the Proposal Form; and he has also carefully examined the site of the proposed work.
The undersigned Bidder agrees to bind himself on award to him by the State Construction Office under this
proposal, to execute within ten days, in accordance with such award, a contract with necessary surety bonds, of
which contract this proposal and the plans and specifications shall be a part, to provide all necessary machinery,
tools, labor, and other means of construction, and to do all the work and to furnish all materials, except as
otherwise noted, necessary to perform and complete the said Project within the time limit specified below. If any
unlicensed subcontractors are hired, the engineer must be imformed of this prior of award of bid. '
In addition to all other agreements and assurances, the undersigned bidder understands and hereby agrees
as follows:
(1) The bidder agrees to begin work within 10 days from date of contract notice to proceed.
(2) The bidder represents and agrees to complete the entire project in the following number of
calendar days: 60
(3) The bidder shall identify all subcontractors who will be serving this project and wether or not the
subcontractor is licensed by the State of North Carolina.
Submitted this day of 19 96.
Name of Bidder:
Address:
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES
SECTION 00050 - 1 OF 2

BID FORM
TO: North Carolina Aquarium at Pine Knoll Shores
P. O. Box 0580
Atlantic Beach, N. C. 28512-0580
Hereinafter called "Owner"
A. The undersigned, having examined the proposed contract documents entitled:
NORTH CAROLINA AQUARIUMS AT PINE KNOLL SHORES
FIRE PROTECTION WATER LINE
North Carolina Aquariums
P. O. Box 0580
Atlantic Beach, North Carolina 28512-0580
and having visited the site and examined the conditions affecting the Work, hereby proposes and agrees
to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete
the construction and installation of approximately 1723 linear ft. of 8 -inch PVC and DIP water line, complete
with all fittings as shown on the drawings, fire hydrants valves and 6" laterals, excavation, backfilling,
grading, disposal of excess materials, seeding and fertilizing of disturbed areas, cleanup, operation and
testing of installed system; complete -in-place with all ancillary components, as specified and as shown on
the Plans, ready for operation,
for the Lump Sum Price of:
Dollars ($ )
B. The undersigned bidder further proposes and agrees to commence the work promptly upon notice, with
an adequate force, and estimates that if awarded the work, to have the same substantially complete in 60
calendar days.
C. The undersigned acknowledges receipt of Addenda numbers:
D. Enclosed with this bid security in the amount of not less than 5% of the bidder's proposed Contract sum.
BIDDER:
By:
Corporate Seal
Address:
Bid Date this day of 19
END OF BID FORM
I95221 N.C.AQUARIUMS FIRE LOOP
1
License No.
License Type:
SECTION 00050 - 2 OF 2

SECTION 00075 ADDITIONAL BIDDER'S CERTIFICATION
Acceptance of Terms
In submitting this Proposal, the undersigned agrees that this Bid will remain in effect for a period of 60 days
following the opening of the Bids, that the undersigned agrees to enter into a Contract with the Owner, if awarded,
on the basis of this Proposal, and that the undersigned agrees to complete the work in accordance with the
Contract Documents.
' Non -Collusion in Bidding
The Bidder specifically agrees to abide by all applicable provisions of Article 3 of Chapter 133 of the North
I' Carolina General Statutes. By submission of this Bid, each Bidder and each person signing on behalf of any
Bidder certifies, and in case of a joint Bid each party thereto certifies as to its own organization, under penalty of
perjury, that to the best of knowledge and belief:
(1) The prices in this Bid have been arrived at independently without collusion, consultation, communication,
or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any
other Bidder or with any competitor;
(2) Unless otherwise required by Law, the prices quoted in the Bid have not been knowingly disclosed by the
Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other
Bidder or to any competitor; and
(3) No attempt has been made or will be made by the Bidder to induce any other person, partnership, or
' corporation to submit or not to submit a Bid for the purpose of restricting competition.
Type of Business
The undersigned hereby represents that it is a (corporation, partnership, or an individual).
If a corporation, the undersigned further represents that it is duly qualified as a corporation under the Laws of the
State of North Carolina and it is authorized to do business in this state.
Firm Name
Authorized Signature
Title
Address of Firm
95221 N.C.AQUARIUMS FIRE LOOP
d
Date
Name of Project
SECTION 00075 - 1 OF 1

Ld
SECTION 00100 INSTRUCTIONS TO BIDDERS
A. THE WORK
Fire Protection Water Line
for N.C. Aquariums at Pine Knoll Shores
Atlantic Beach, North Carolina 28512-0580
B. SECURING DOCUMENTS
Copies of the proposed Contract Documents may be obtained from:
Ellinwood Design Associates, Ltd.
3801 Lake Boone Trail,
P.O. Box 10681
Raleigh, North Carolina 27605
[phone]
upon conditions set forth in the Invitation to Bid.
C. BID FORM
In order to receive consideration, make all bids in strict accordance with the following:
(1) Make bids upon the forms provided therefore, properly signed and with all items filled out. Do not
change the wording of the Bid Form and do not add words to the wording of the Bid Form.
Unauthorized conditions, limitations or provisions attached to the bid shall be cause for rejection
of the bid. If alterations by erasure or interlineation are made for any reason, explain over such
erasure or interlineation with a signed statement from the bidder.
(2) No telegraphic bid or telegraphic modification of a bid will be considered. No bids received after
the time fixed for receiving them will be considered. Late bids will be returned to the bidder
unopened.
(3) Each bid shall be addressed to the Owner and shall be delivered to the Owner at the address given
in the Invitation to Bid on or before the day and hour set for opening of bids or deliver to the office
of the engineer or no later than 2 hours before the time of opening. Each bid shall be enclosed in
a sealed envelope bearing the title of the work, the name of the bidder and the date and hour of
the opening. Submit only the original signed copy of the bid. It is the sole responsibility of the
bidder to see that his bid is received on time.
D. BONDS
(1) Bid security in the amount stated in the invitation to bid must accompany each bid. The successful
bidder's security will be retained until he has signed the Contract and has furnished the required
Certificates of Insurance.
' 95221 N.C.AQUARIUMS FIRE LOOP
SECTION 00100 - PAGE 1 OF 3

(2) The Owner reserves the right to retain the security of all bidders until the successful bidder enters
into the Contract or until 60 days after bid opening, whichever is sooner. Other bid security will be
returned as soon as practical. If any bidder refuses to enter into a contract, the Owner may retain
his bid security as liquidated damages but not as penalty.
E. EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE OF WORK
Before submitting a bid, each bidder shall carefully examine the Drawings, read the Specifications, and all
other Contract Documents, and visit the site of the work. Each bidder shall fully inform himself prior to
bidding as to all existing conditions and limitations under which the work is to be performed and he shall
' include in his bid a sum to cover all costs of all items necessary to perform the work as set forth in the
Contract Documents. No allowance will be made to any bidder because of lack of such examination or
knowledge. The submission of a bid shall be construed as conclusive evidence that the bidder has made
such examination.
F. PROOF OF COMPETENCY OF BIDDER
' Any bidder may be required to furnish evidence satisfactory to the Owner that he and his proposed
subcontractors have sufficient means and experience in the types of work called for to assure completion
of the Contract in a satisfactory manner.
G. WITHDRAWAL OF BIDS
(1) Any bidder may withdraw his bid, either personally or by written request, at any time prior to
scheduled time for opening bids.
(2) No bidder may withdraw his bid for a period of 60 days after the date set for opening thereof, and
all bids shall be subject to acceptance by the Owner during this period.
H. AWARD OR REJECTION OF BIDS
' The Contract, if awarded, will be awarded to the responsible bidder who has proposed the lowest Contract
Sum, subject to the Owner's right to reject any or all bids and to waive informality and irregularity in the bids
and in the bidding.
I. EXECUTION OF AGREEMENT
(1) The form of Agreement which the successful bidder will be required to execute is included in the
Project Manual.
1 (2) The bidder to whom the Contract is awarded by the Owner shall within fifteen (15) days after notice
of award and receipt of Agreement forms from the Owner, sign and deliver the Owner all required
copies.
(3) At or prior to delivery of the signed Agreement, the bidder to whom the Contract is awarded shall
deliver to the Owner those Certificates of Insurance required by the Contract Documents and such
Performance Bond as required by the Owner.
95221 N.C.AQUARIUMS FIRE LOOP SECTION 00100 - PAGE 2 OF 3

(4) Bonds and Certificates of Insurance shall be approved by the Owner before the successful bidder
may proceed with the work. Failure or refusal to provide Bonds or Certificates of Insurance in a
form satisfactory to the Owner shall subject the successful bidder to loss of time from the allowable
construction period equal to the time of delay in furnishing the required material.
J. INTERPRETATION OF CONTRACT DOCUMENTS PRIOR TO BIDDING
1
r1l
1
1 95221 N.C.AQUARIUMS FIRE LOOP SECTION 00100 - PAGE 3 OF 3
(1)
If any person contemplating submitting a bid for construction of the work is in doubt as to the true
meaning of any part of the Contract Documents, or finds discrepancies in or omissions from any
part of the Contract Documents, he may submit to the Engineer a written request for interpretation
thereof not later than seven days before bids will be opened. The person submitting the request
shall be responsible for its prompt delivery.
(2)
Any interpretation or correction of the Contract Documents will be made only by Addendum and
will be mailed or delivered to each bidder of record. The Owner will not be responsible for any
other explanations or interpretations of the Contract Documents.
K. CONSTRUCTION TIME AND LIQUIDATED DAMAGES
(1)
The Agreement will include a stipulation that the work be completed in a period of 180 calendar
days following receipt of Notice to Proceed.
(2)
It is not the intent of the Owner to assess the Contractor liquidated damages. However, if the
Contractor should extend beyond the allotted construction peroid, without prior consent, the
engineering costs incurred due to extended construction management services may be deducted
from the contractors retainage. Further, in the event that the Contractor is not performing to the
Owner's satisfaction, the Owner reserves the right to remove and replace the Contractor and
compensate the Contractor for the work performed to date.
END OF INSTRUCTIONS TO BIDDERS
1
r1l
1
1 95221 N.C.AQUARIUMS FIRE LOOP SECTION 00100 - PAGE 3 OF 3

'l
SECTION 00300 BID BOND
NORTH CAROLINA BID BOND
i
KNOW ALL MEN BY THESE PRESENTS, THAT WE
as PRINCIPAL, and as SURETY, who is duly
licensed to act as corporate surety in North Carolina, are held and firmly bound unto North Carolina Aquarium
at Pine Knoll Shores as Obligee, in the penal sum of DOLLARS, as (5%)
Bid Bond, lawful money of the United States of America, for the payment of which well and truly to be made,
we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly
by these presents.
SIGNED, sealed and dated this _ day of , 19_. The condition of this obligation is such, that
whereas, the said Principal is herewith submitting the attached proposal for Fire Protection Water Line: North
Carolina Aquarium at Pine Knoll Shores, Atlantic Beach, North Carolina and the principal desires to file this Bid
Bond in lieu of making the cash deposit as required by G. S. 143-129, as amended.
NOW, THEREFORE, THE CONDITION OF THE ABOVE OBLIGATION is such, that if the principal shall be
awarded the contract for which the bid is submitted and shall execute the contract and give bonds for the
faithful performance thereof, and the payment of all sums due for labor and materials, within ten days after the
award of same to the principal, then this obligation shall be null and void; but if the principal fails to so execute
such contract and give bonds as required by G. S. 143-129, as amended, the Surety shall, upon demand,
forthwith pay to the Obligee the amount set forth in the first paragraph hereof, and upon failure to forthwith
make such payment, the Surety shall pay the Obligee an amount equal to double the amount of this bid as set
forth in the first paragraph hereof. Power of Attorney from the Surety to its Attorney -in -Fact is attached hereto.
IN WITNESS WHEREOF, the above bound parties have executed this instrument under their several seals
on the date indicated above, the name and corporate seal of each corporate party being hereto affixed and
these presents duly signed by its undersigned representative, pursuant to authority of its governing body.
IL
By:
Name of Principal
(Indicate Capacity)
(AFFIX CORPORATE SEAL IF APPLICABLE)
By:
Name of Corporate Surety
Attorney -in -Fact
(Attach Power of Attorney)
SECTION 00300 - PAGE 1 OF 1
(IF APPLICABLE)
ATTEST:
By.
(Indicate Capacity)
1
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95221 N.C.AQUARIUM FIRE LOOP
IL
By:
Name of Principal
(Indicate Capacity)
(AFFIX CORPORATE SEAL IF APPLICABLE)
By:
Name of Corporate Surety
Attorney -in -Fact
(Attach Power of Attorney)
SECTION 00300 - PAGE 1 OF 1

AGREEMENT
NORTH CAROLINA
CHATHAM COUNTY
THIS CONTRACT is made and executed by and between North Carolina Aquarium at Pine Knoll Shores,
hereinafter designated as the "OWNER" and; Inc. hereinafter designated as the
"CONTRACTOR":
WITNESSETH:
That pursuant to the provisions of Chapter 143-128 et seq., as amended, of the General Statutes of North
Carolina, proposals were invited by advertisement in accordance with law for the construction of the improvements
hereinafter referred to. All proposals having been duly opened and recorded as provided by the law, the State
Construction Office at a meeting on the _ day of , 1996, awarded the contract for said construction to the
aforesaid CONTRACTOR, the contractor's proposal being a part of this contract:
NOW, THEREFORE, in consideration of the mutual covenants hereinafter set forth, the OWNER and the
CONTRACTOR agree as follows:
A. DESCRIPTION OF WORK
(1) The CONTRACTOR, at his (its) own proper cost and expenses and with skill and diligence, shall
furnish all labor, tools, materials, and equipment, and do all things necessary for the proper
construction and completion ready for use of the following improvements:
Work to be performed under this contract shall include the following: (and information included in
Division 1 of the Technical Specifications)
a. Furnish all materials and labor for the installation of the fire protection water line, including:
surveying for properly locating all proposed improvements; removal and
relocation/replacement of obstructions; temporary erosion and sedimentation control,
clearing and grubbing of vegetation; removal and relocation/replacement of obstructions;
' excavation; backfilling; grading; boring; road and parking area repair; legal disposal of
excess materials; repair of any damages; fertilizing and seeding of disturbed areas;
cleanup; and operation and testing of the installed system.
b. The work of this agreement shall consist of that which is set out in Item 1 of the Bid Form
which shall be incorprated into this document and made a part thereof.
(2) Installation, performance and practice in strict accordance with, and as shown in the
specifications, schedules, drawings and other documents set forth herein or incorporated
by reference as follows:
a. Drawings prepared by Ellinwood Design Associates, Ltd. numbered Cover Sheet,
C1, dated, and entitled "Fire Protection Water Line" N. C. Aquariums, Pine Knoll
Shores, North Carolina. The originals of such specifications, schedules, drawings
and other documents are on file in the office of the Engineer, Ellinwood Design
Associates, Ltd., 3801 Lake Boone Trail, P.O. Box 10681, Raleigh, North Carolina
27605. The CONTRACTOR shall further perform in accordance with the directions
(not inconsistent therewith) given from time to time during the construction by the
ENGINEER or such other official, employee, or other agent of the OWNER as the
OWNER may designate.
1 95221 N.C.AQUARIUMS FIRE LOOP
SECTION 00500 - 1 OF 3

B. GENERAL OBLIGATIONS OF THE CONTRACTOR
The CONTRACTOR will accept the prices specified in this Contract and in the proposal in full compensation
and satisfaction for the performance of this Contract and as consideration of this Contract. The CONTRACTOR
shall be responsible for all loss of every kind and nature which may arise out of or on account of the performance
of the work required by this Contract, and for all risks of every description connected with the said work; and the
CONTRACTOR shall be responsible for well and faithfully completing the whole work according to the plans and
specifications and the terms and conditions of this Contract.
C. TIME OF COMMENCEMENT AND COMPLETION
The work required by this Contract shall be commenced by the CONTRACTOR as set forth in Item 2 of the
proposal form and the entire work shall be complete not later than 60 days from the date of the Notice to
Proceed.
D. QUALITY AND WORKMANSHIP
All work under this Contract shall be completed and performed to the satisfaction of the OWNER; and the
Engineer or of such other official, employee or agent as may be designated by each of the aforementioned parties.
Said designated official, employee or agent shall in all cases of dispute determine the quantity, quality,
acceptability and fitness of the work and materials and of several portions thereof which are to be paid for under
this Contract and shall decide and determine all questions which may arise as to the measurements, lines, levels
and dimensions of the work and all questions respecting the true construction, interpretation or meaning of the
plans and specifications. In case of dispute between the CONTRACTOR and the said official, employee, or agent
of the OWNER, the decision and determination of the latter shall be taken, and shall be final and conclusive.
E. COMPENSATION
In consideration of the performance of this Contract and the full completion for the work required of the
CONTRACTOR by the terms and conditions of this Contract, the OWNER agrees to pay to the CONTRACTOR
the unit prices and lump sum prices bid by the CONTRACTOR in his proposal payable as follows: Partial
payments will be made to the CONTRACTOR by the OWNER every thirty days after work is commenced to the
extent of ninety percent of the work then completed as estimated by the Engineer or other representatives
designated by the OWNER. Final estimate of the amount due to the CONTRACTOR will be made within thirty
days after the certified completion and final acceptance of all the work required by the Contract. Payment to the
CONTRACTOR by the OWNER of the amounts so determined to be due, in accordance with this Contract, shall
relieve the OWNER from all claims for work done and materials and equipment furnished under this Contract.
It is further mutually agreed between the parties that no estimate or partial payment made under this
Contract shall be conclusive evidence of the performance of this Contract, either wholly or in part, and that no such
payment shall be construed to be an acceptance of defective work or improper materials.
F. CONTRACTOR'S WARRANTIES
The CONTRACTOR, in executing this Contract, warrants that he will be responsible for the maintenance
or correction of any work completed under this Contract that may become defective due to faulty workmanship
or materials for a period of one year after final acceptance of the work performed.
95221 N.C.AQUARIUMS FIRE LOOP SECTION 00500 - 2 OF 3

G. AMENDMENTS AND MODIFICATIONS
The following additional provisions and/or changes in the foregoing provisions of the Contract have been
made in this Contract prior to its execution:
H. INCORPORATION OF DOCUMENTS
All documents and other items physically attached to this CONTRACT and all other documents incorporated
hereinto by reference are to be considered fully a part of the CONTRACT, such items including the following:
X Invitation to Bid & Description of Work
X Proposal Form
X Additional Bidder's Certification
X Instruction To Bidders
X Bid Bond
X Bid Form
X Agreement
X Acknowledgements
X General Conditions of the Contract for Construction
X Special Conditions
X Technical Specifications
X Drawings
THIS CONTRACT is entered into this, the _ day of , 19 95.
(PLEASE THOROUGHLY EXECUTE AND ACKNOWLEDGE THIS INSTRUMENT)
THE CONTRACTOR THE OWNER
(Name)
By: -
(Subscribe and indicate capacity)
(IF CORPORATE)
ATTEST:
By:
(Ass't) Corporate Secretary
(AFFIX CORPORATE SEAL)
North Carolina Aquarium at Pine Knoll Shores
By:
By:
Title:
ATTEST:
95221 N.C.AQUARIUMS FIRE LOOP SECTION 00500 - 3 OF 3

SECTION 00800 SPECIAL CONDITIONS
The following supplements modify the "General Conditions of the Contract for construction," PENC Document B-1
May (1987). Where a portion of the General Conditions is modified or deleted by these supplementary conditions,
the unaltered portions of the General Conditions shall remain in effect.
A. DEFINITIONS
OWNER
Whenever the word "OWNER" appears in the CONTRACT DOCUMENTS, it shall be construed to mean
State Construction Office, North Carolina and/or its authorized representative.
ENGINEER
Whenever the word "ENGINEER" appears in the CONTRACT DOCUMENTS, it shall be construed to mean
Ellinwood Design Associates, Ltd., of Raleigh, North Carolina and/or its authorized representative.
NCDEM
Whenever the word "NCDEM" appears in the CONTRACT DOCUMENTS, it shall be construed to mean
the North Carolina Department of Environmental Management and/or its authorized representative.
B. COPIES OF DOCUMENTS
The Contractor will be furnished free of charge 3 copies of drawings and specifications. Additional sets
will be furnished at the cost of reproduction, postage, and handling.
C. INSURANCE
Owner Protective Insurance:
(1) The Contractor shall indemnify the Owner and others through his provision and maintenance of
such insurance and amounts given below:
a. Worker's Compensation:
(1) State: North Carolina Statutory
(b) Applicable Federal Statutory
(c) Employer's Liability
$100,000 per Accident
$500,000 Disease, Policy Limit
$100,000 Disease, Each Employee
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95221 - N.C. AQUARIUMS FIRE LOOP SECTION 00800 - 1 OF 4

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(2)
Comprehensive or Commerical General Liability (including Premises -Operations; Independent
Contractors' Protective; Products and Completed Operations; Broad Form Property Damage):
a. Bodily Injury:
$ 75.000 Each Occurence
1,500,000 A re
$Aggregate
9
b. Property Damage: included in Bodily Injury Limits
$ 200.000 Each Occurence
$ 400,000 Aggregate
C. Products and Completed Operations to be maintained for one year after final payment:
$1,500,000 Aggregate
d. Property Damage Liability Insurance shall provide X, C and U coverage.
e. Broad Form Property Damage Coverage shall include Completed Operations.
(3)
Contractural Liability:
a. Bodily Injury:
$ 750.000 Each Occurence
$ 1.500.000 Aggregate
b. Property Damage
$ 200.000 Each Person
$ 400,000 Aggregate
(4)
Personal Injury, with Employment Exclusion deleted:
$1,500.000 Aggregate
(5)
Business Auto Liability (including owned, non -owned and hired vehicles)
a. Bodily Injury:
$ 750,000
Each Person
$ 750,000 Each Occurence
b. Property Damage:
$ 200,000 Each Occurence
95221 - N.C.
AQUARIUMS FIRE LOOP SECTION 00800 - 2 OF 4
1

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(6) If the General Liability coverages are provided by a Commercial Liability policy, the:
a. General Aggregate shall be not less than $1,500.000 and it shall apply, in total, to this
Project only.
b. Fire Damage Limit shall be not less than $1,500,000 on any one Fire.
C. Medical Expense Limit shall be not less than $5,000 on any one person.
(7) Umbrella Excess Liability:
$1,000.000 over primary insurance
$ 10,000 retention for self-insured hazards each occurence.
Railroad Protective Insurance: (If Applicable)
(1) The Contractor shall indemnify the Railroad from liability and shall be required to carry the following
insurance coverages and certifications:
(a) General Liability with a combined single limit of $1,000,000 each occurence.
(b) Railroad Protective Liability with limit of $2,000,000 each occurence and an aggregate limit
of $6,000,000.
(2) The Contractor may purchase railroad protective liability insurance via a master policy obtained
by the Railroad. Information concerning insurance may be directed to Mr. David W. Fries, ARM,
Manager Insurance at [phone].
D. BONDS (If Applicable)
Bid Bond
I(1) Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the
total amount of the BID. As soon as the BID prices have been compared, the OWNER will return
the BONDS of all except the three lowest responsible BIDDERS. When the Agreement is
executed, the BONDS of the two remaining unsuccessful BIDDERS will be returned.
Attorneys -in -fact who sign BID BONDS and performance BONDS must file with each BOND a
' certified and effective dated copy of their power of attorney.
Performance Bonds
' (1) Payable to OWNER:
The successful BIDDER will receive a NOTICE OF AWARD from the OWNER within ten (10)
calendar days following the public opening of bids. The NOTICE OF AWARD shall be
accompanied by the necessary AGREEMENT and Certificates. Within ten (10) calendar days
following delivery of NOTICE OF AWARD by the OWNER, the party to whom the CONTRACT is
' awarded will be required to execute the AGREEMENT and deliver it to the OWNER along with one
of the following:
(a) a PERFORMANCE BOND equal to not less than 100 percent of the CONTRACT price
' (b) other surety in the form of certified check, cashier's check, certificate of deposit, or other
security acceptable to the OWNER as a substitute performance bond.
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95221 - N.C. AQUARIUMS FIRE LOOP SECTION 00800 - 3 OF 4

1
The total of all instruments shall equal not less than 100 percent of the CONTRACT price and shall
be made payable to the OWNER upon failure of the party to whom the CONTRACT is awarded
to fully execute the requirements and conditions as described in the CONTRACT DOCUMENTS.
' The OWNER within ten (10) days of receipt of acceptable performance BOND, and Agreement
signed by the party to whom the Agreement was awarded shall sign the Agreement and return to
such party an executed duplicate of the Agreement. Should the OWNER not execute the
Agreement within such period, the BIDDER may by WRITTEN NOTICE withdraw his signed
Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the OWNER.
The NOTICE TO PROCEED shall be issued within ten (10) days of the execution of the Agreement
by the OWNER. Should there be reasons why the NOTICE TO PROCEED cannot be issued
within the ten (10) day period or within the period mutually agreed upon, the CONTRACTOR may
terminate the Agreement without further liability of the part of either party.
E. SOIL EROSION AND SEDIMENTATION CONTROL
(1) The Contractor shall perform all construction activities in accordance with the latest version of
' "Erosion and Sediment Control Planning and Design Manual".
(2) The following minimal mandatory standards of N.C.G.S. 113A-50 through 71, and N.C.A.C. Title
15, Chapter 4 are made a part of the construction contract:
(a) A buffer zone sufficient to restrain sedimemtation must be maintained between the land -
disturbing activities and any adjacent property or watercourse.
(b) All new or affected slopes must be at an angle that can be retained by vegetative cover and
exposed slopes must be provided with a ground cover sufficient to restrain erosion within
30 working days of completion of any phase of rough or final grading.
(c) A permanent ground cover sufficient to restrain erosion must be provided within the shorter
of 30 working days or 120 calendar days after completion of construction or development.
(3) The Contractor shall arrange a pre -construction conference to discuss the Erosion and Sediment
Control requirements of the project. The Contractor shall notify the Owner, the Engineer, and Mr.
Dan Sams of the Land Quality Section of NCDEHNR at [phone] of the place and time of
the meeting.
IEND OF SECTION
[i
' 95221 - N.C. AQUARIUMS FIRE LOOP
SECTION 00800 - 4 OF 4

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TECHNICAL SPECIFICATIONS
DIVISION 1 - GENERAL
SECTION 01010: SUMMARY OF WORK
1 - SCOPE OF WORK
a. General: The work covered by this specification consists of furnishing all plant, labor, equipment
and material, and performing all work in connection with the complete construction and installation of N. C.
Aquariums Fire Line Loop in strict accordance with these specifications and drawings and subject to the terms
and conditions of the construction contract. The project shall include the construction and installation of an
8 -inch PVC and DIP water line and 2 fire hydrants. The water line is to be connected to the public water
distribution system. The major items of work to be furnished and/or installed are briefly described as follows:
1. 1350 linear ft. of 8 inch, C-900, cl 200 PVC and approximately 375 linear ft. of 8" DIP water line with
all fittings and thrust restraints ( 54 linear ft. of 8 inch, DIP water line installed by boring method )
2. Two standard fire hydrants with 6 in.service lines, gate valves, thrust restraints, and 8x8x6 reducing
tees, as per detail
3. Four 8 inch gate valves, located as shown on plans
4. One 6 inch gate valve . located as shown on plans
All quantities are to be considered approximate and the contractor should verify quantity needs based on plan
layout and site conditions.
b. Order of Construction:
1. Contractor shall locate the existing 6 inch water line, off edge of pavement of the parking lot,
at station 10+00.
2. Contractor shall locate the existing 6 inch gate valve at the meter vault by-pass and shut off
flow to the existing fire system. The contractor shall advise the Aquarium staff of the
temporary cut-off prior to execution.
3. Contractor shall install 6x6x8 inch C.I. tees at sta.10+00 and sta. 27+23 with companion 8
inch gate valves. Contractor shall close the 8 inch gate valves and restore pressure to
existing fire system.
4. Contractor shall connect 8 inch flanged adaptors to the gate valves and extend one 18 ft
section of the 8 inch C-900 water line at station 10+00 and sta. 27+23.
5. Contractor shall check all new service connections for leakage prior to backfilling. Contractor
shall immediately correct all leaks.
6. Contractor shall flush existing system through existing new fire hydrant at sta. 27+23 for at
least 15 min. to assure adequate purging of any extraneous debris.
95221 - N.C.AQUARIUMS FIRE LOOP
DIVISION 1 PAGE 1

'
TECHNICAL SPECIFICATIONS
7.
Contractor shall proceed to install and connect the remainder of the 8 inch water line
as shown on the plans.
8.
Contractor shall locate the new water line as shown on the plans. Slight deviations in
alignment are allowed in order to avoid removal of significant trees or other vegetation. The
water line shall have a minimum 36 inches cover. Contractor shall backfill trench with 6 inch
compacted lifts of material free of root debris.
9.
Contractor shall provide thrust restraints at all bends 22.5 degrees or greater.
10.
Contractor shall install two standard fire hydrants on 6 inch DIP laterals complete with 6 inch
gate valves, 8x8x6 inch in-line reducing tees, and thrust restraints. The barrel riser shall be
sized to bring the hydrant bolt flange 4 inches above finished grade. The hydrants shall be
installed in accordance with the detail shown on the plan.
'
11.
Atter thrust blocks have sufficiently hardened, contractor shall close the 8" gate valves at
stations 10+00 and 27+20 and pressure test the new water line as described in Section 2265,
item 7 Testing. All pressure testing shall be accomplished in the presence of the Engineer
or his representatives.
12.
After successful pressure testing, close 6" gate valve at station 10+00, open 8" gate valves,
open fire hydrant at station 27+22 and flush, clean and disinfect water system as described
in Section 2265, item 8 Cleaning.
13. Close 8" gate valves at stations 10+00 and 27+22, open 6" gate valve at station 10+00 and
flush, clean and disinfect existing 6" water line as described in Section 2265, item 8 Cleaning.
14. All disturbed areas shall be graded and restored as directed in the specifications.
c. Record Drawings: The Contractor shall keep a complete and up to date record in red pencil of any
and all changes made during construction on one set of plans and specifications. At the completion
of the work, the Contractor shall furnish Record Drawings indicating the final location of all structures,
piping, property lines, etc. The Record Drawings shall also show the size and elevation of all piping,
finish grades, and elevation of all structures. Copy shall be turned over to owner prior to final payment.
Record drawings for the water line shall locate all main line bends, valves, tees, fire hydrants, and
crossing lines and structures by measurements relative to the traverse line shown. Record drawing
shall indicate final elevations and location of service fittings along the main line.
d. Relocation and Reglacement of Existing Facilities: Existing structures or features in conflict with
installation of any portion of the contract work shall be temporarily removed and relocated during
construction operations. Damage to structures or features from failure to relocate shall be the
responsibility of the Contractor and shall be repaired or replaced at the Contractor's expense.
Following construction completion, all relocated structures and features shall be returneded to their
original position and replaced in an equal or superior condition than previously existing.
2 - SITE INFORMATION
a. Location and Construction Limits: The Contractor shall confine his construction operations within
the property of N. C. Aquariums which defines the contract limits. Under no circumstances shall
construction operations occur on property outside of the aforementioned contract limits.
' 95221 - N.C.AQUARIUMS FIRE LOOP DIVISION 1 - PAGE 2

ITECHNICAL SPECIFICATIONS
'
The Contractor shall be responsible for the preservation and protection of property adjacent to the
work site against damage or injury as a result of his operations under this Contract. Any damage or
injury occurring on account of any act, omission, or neglect on the part of the Contractor shall be
restored in a proper and satisfactory manner or replaced by and at the expense of the Contractor to
'
an equal or superior condition than previously existed.
In the event of any claims for damage or alleged damage to property as a result of work under this
contract, the Contractor shall be responsible for all costs in connection with the settlement of or
defense against such claims. Prior to commencement of work in the vicinity of property adjacent to
the work site, the Contractor, at his own expense, shall take such surveys as may be necessary to
establish the existing condition of the property. Before final payment can be made, the Contractor
' shall furnish satisfactory evidence that all claims for damage have been legally settled or sufficient
funds to cover such claims have been placed in escrow, or that an adequate bond to cover such
claims has been obtained.
Where excavations by the Contractor require any utility lines or appurtenant structures to be
temporarily supported and otherwise protected during the construction work, such support and
protection shall be provided by the Contractor. All such work shall be performed in a manner
satisfactory to the Engineer and the respective authority having jurisdiction over such work. In the
event the Contractor fails to provide proper support or protection to any existing utility, the Engineer
may, at his discretion, have the respective authority provide such support or protection as may be
necessary to insure the safety of such utility; and the costs of such measures shall be paid by the
Contractor.
Any damage caused by the Contractor shall be immediately repaired in an appropriate manner at
no additional cost to the Owner.
1 c. Interference with Operations: The Contractor shall execute the work to cause minimum
interference with normal Aquarium operations. The intent is for the Aquarium to remain fully
operational while work is being performed. The final connection of the new fire line shall not be
accomplished until all aspects of the new system have been completed, tested, and approved for
1 95221 - N.C.AQUARIUMS FIRE LOOP DIVISION 1 - PAGE 3
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b. Existing Utility Lines: The term existing utilities shall be deemed to refer to both publicly -owned and
privately -owned utilities such as electric power and lighting, telephone, water, gas, storm drains, and
sanitary sewers, and all appurtenant structures. Where existing utilities and structures are indicated
on the drawings, it shall be understood that all of the existing utilities and structures affecting the work
may not be shown and that the locations of those shown are approximate only. It shall be the
responsibility of the Contractor to ascertain the actual extent and exact location of existing utilities and
structures. In every instance, the Contractor shall notify the proper authority having jurisdiction and
obtain all necessary directions and approvals before performing any work in the vicinity of existing
utilities.
The work shall be carried out in a manner to prevent disruption of existing services and to avoid
damage to the existing utilities. Temporary connections shall be provided, as required, to insure no
interruption of existing services. Any damage resulting from the work of this Contract shall be promptly
repaired by the Contractor at his own expense in a manner approved by the Engineer and further
subject to the requirements of any authority having jurisdiction. Where it is required by the authority
having jurisdiction that they perform their own repairs or have them done by others, the Contractor
shall be responsible for all costs thereof.
Where excavations by the Contractor require any utility lines or appurtenant structures to be
temporarily supported and otherwise protected during the construction work, such support and
protection shall be provided by the Contractor. All such work shall be performed in a manner
satisfactory to the Engineer and the respective authority having jurisdiction over such work. In the
event the Contractor fails to provide proper support or protection to any existing utility, the Engineer
may, at his discretion, have the respective authority provide such support or protection as may be
necessary to insure the safety of such utility; and the costs of such measures shall be paid by the
Contractor.
Any damage caused by the Contractor shall be immediately repaired in an appropriate manner at
no additional cost to the Owner.
1 c. Interference with Operations: The Contractor shall execute the work to cause minimum
interference with normal Aquarium operations. The intent is for the Aquarium to remain fully
operational while work is being performed. The final connection of the new fire line shall not be
accomplished until all aspects of the new system have been completed, tested, and approved for
1 95221 - N.C.AQUARIUMS FIRE LOOP DIVISION 1 - PAGE 3
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' TECHNICAL SPECIFICATIONS
' operation by the Engineer and governing state agencies.
d. Facilities Location Stake -Out: The Contractor will be responsible for construction stake -out of all
proposed facilities. The intent of the drawings is to provide location sufficient to establish the
positional relationship of the facilities. The engineer will provide field visits to site as necessary to
supervise location operations.
e. Demolition of Existing Facilities: Existing facilities and equipment designated on the plans to be
removed shall be removed from the owner's property and properly disposed of in accordance with
all applicable federal, state, and local regulations.
' f. Disposition of Nonsalvageable Materials:
All nonsalvageable or unusable material shall be disposed of off of the Owner's property as directed
by the Owner. All waste material generated by any work under this contract shall be handled,
' transported, stored and disposed of off the Owner's property, by the Contractor, in accordance with
all applicable federal, state, or local laws, ordinances, regulations, court orders, or other types of rules
or rulings having the effect of law.
I g. Disposition of Salvageable Materials: The Contractor shall be required to furnish an itemized listing
of materials to be salvaged to the Owner
h. Parking Constraints: All contractor vehicles shall be parked in areas designated by the Owner. All
vehicles operated by the contractor or subcontractors shall have a visible identification showing name
of represented company.
' END SECTION 01010
' SECTION 01017 SITE MAINTENANCE AND CLEAN UP
1. PERIODIC CLEANUP
During construction, the Contractor shall regularly remove from the site of the work all accumulated
debris and surplus materials of any kind which result from his operations. Unused equipment and tools
shall be stored at the Contractor's yard or base of operations for the project.
' When the work involves installation of sewers, drains, water mains, manholes, underground
structures, or other disturbance of existing features in or across streets, rights-of-way, easements,
or private property, the Contractor shall (as the work progresses) promptly backfill, compact, grade,
and otherwise restore the disturbed area to a condition that will permit resumption of pedestrian or
vehicular traffic and any other critical activity or function consistent with the original use of the land.
The requirements for temporary paving of streets, walks,and driveways are specified elsewhere.
' Unsightly mounds of earth, large stones, boulders, and debris shall be removed so that the site is
maintained in a cleanly condition.
2. FINAL CLEAN-UP
' Before finally leaving the site, the Contractor shall remove from the site of the work all accumulated
debris and surplus materials of any kind which result from the construction operations, including
construction equipment, tools, sheds, sanitary enclosures, etc. The completed project shall be turned
over to the Owner in a neat and orderly condition. The site of the work shall be rehabilitated or
developed in accordance with other sections of the specifications and the drawings. In the absence
95221 - N.C.AQUARIUMS FIRE LOOP DIVISION 1 - PAGE 4

TECHNICAL SPECIFICATIONS
of any portion of these requirements, the Contractor shall completely rehabilitate the site to a condition
and appearance equal or superior to that which existed just prior to construction, except for those
items whose permanent removal or relocation was required in the Contract Documents or order by
the Owner.
' END SECTION 01017
SECTION 1040 COORDINATION
GENERAL
Coordinate activities included in various Sections to assure efficient and orderly installation of each
component. Coordinate operations included under different Sections that are dependent on each
other for proper installation and operation. Where installation of one component depends on
installation of other components before or after its own installation, schedule activities in the sequence
required to obtain the best results. Where space is limited, coordinate installation of different
components to assure maximum accessibility for maintenance, service and repair.
a. Administrative: Coordinate scheduling and timing of administrative procedures with other activities
to avoid conflicts and ensure orderly progress.
b. Inspection of Conditions: The Installer of each component shall inspect the substrate and conditions
under which Work is performed. Do not proceed until unsatisfactory conditions have been corrected.
c. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recom-
mendations, to the extent that they are more stringent than requirements in Contract Documents.
d. Inspections: Inspect materials immediately upon delivery and again prior to installation. Reject
damaged and defective items.
e. Provide attachment and connection devices and methods necessary for securing each construction
element. Secure each construction element true to line and level. Allow for expansion and building
movement.
f. Install each component during weather conditions and project status that will ensure the best results.
Isolate each part from incompatible material as necessary to prevent deterioration.
g. Cleaning and Protection: During handling and installation, clean and protect construction in
progress and adjoining materials in place. Apply protective covering where required to ensure
protection from damage or deterioration at Substantial Completion. Clean and maintain completed
construction as often as necessary through the construction period. Adjust and lubricate operable
components to ensure operability without damaging effects.
2. WORK SCHEDULE
a. General: The Contractor shall provide and submit to Engineer for approval, the schedule to
maintain in order to successfully construct work within the time allotted. The schedule may be of a
critical path type or any other system providing equal results. The schedule shall account for all
subcontracts. It shall provide for the proper sequence of construction considering various crafts,
95221 - N.C.AQUARIUMS FIRE LOOP
DIVISION 1 - PAGE 5

! TECHNICAL SPECIFICATIONS
' purchasing time, shop drawing approval, material delivery, equipment fabrication and similar time-
consuming factors. The schedule shall show as a minimum, earliest starting, earliest completion,
latest starting, latest finish, and total float for each task or item. The schedule shall be evaluated no
less than monthly. An updated and corrected schedule will be submitted to the Engineer in triplicate
' and show rescheduling necessary to reflect true job conditions. This updated schedule shall be
submitted monthly to the Engineer with the Contractor's pay request. When shortening of various time
intervals is necessary to correct for behind -schedule conditions, the Contractor shall indicate steps
' necessary to accomplish the work in the shortest time. Information shall be submitted to the Engineer
in writing with a revised schedule.
If the Contractor does not take necessary action to accomplish the work according to schedule, he
' may be ordered by the Engineer in writing to take necessary and timely action to improve work
progress. The order may prescribe increased work forces, extra equipment, extra shifts, or other
action as required. Should the Contractor refuse or neglect to take such action or fail to accomplish
' improvements, the Owner through the Engineer may take any action authorized under provisions of
this contract including, but not limited to, withholding of payment and termination of contract.
' b. Work Hours: Unless otherwise specifically permitted, no work shall be done between the hours
of 6:00 p.m. and 7:00 a.m., nor on Saturdays and Sundays, except as necessary for the proper care
and protection of work already performed. The Contractor's bid shall be based upon these restricted
work hours.
If it shall become imperative to perform work at night, the Owner and Engineer shall be informed a
reasonable time in advance of the beginning of such work. Temporary lighting and all other necessary
' facilities for performing and inspecting the work shall be provided and maintained by the Contractor.
c. Starting Work: The Contractor shall notify Owner one week in advance of locating equipment or
materials at the site. The Contractor shall notify the N. C. Aquariums staff [phone] 48 hours
' prior to commencing site work. All safety considerations must be in place and approved by the owner
prior to beginning construction.
3. WEATHER CONDITIONS
No work shall be done when the weather is unsuitable. The Contractor shall take necessary
precautions (in the event of impending storms to protect all work, materials, or equipment from
damage or deterioration due to floods, driving rain, or wind and snow storms. The Owner reserves
the right, at the opinion of the Engineer, to order that additional protection measures over and beyond
' those proposed by the Contract, be taken to safeguard all components of the project. The Contractor
shall not claim any compensation for such precautionary measures so ordered, nor claim any
compensation from the Owner for damage to the work from weather conditions.
' The Bidder shall prepare his bid with the understanding that unsuitable weather may cause all work
to be stopped; however, an extension of the contract period will not be permitted due to unsuitable
weather.
4. USE OF FACILITIES BEFORE COMPLETION
' The Owner reserves the right to use any portion of the constructed facilities before final completion
of the whole work to be done under this Contract. However, only those portions of the facilities which
' 95221 - N.C.AQUARIUMS FIRE LOOP DIVISION 1 - PAGE 6

I�II
J
TECHNICAL SPECIFICATIONS
have been completed to the Engineer's satisfaction, as evidenced by his issuing a Certificate of
' Substantial Completion covering that part of the work, shall be placed in service.
It shall be the Owner's responsibility to prevent premature connections to or use of any portion of the
' installed facilities by private or public parties, persons or groups of persons, before the Engineer
issues his Certificate of Substantial Completion covering that portion of the work to be placed in
service.
' Consistent with the approved progress schedule, the Contractor shall cooperate with the Owner, his
agents, and the Engineer to accelerate completion of those facilities, or portions thereof, which have
been designated for early use by the Owner.
' S. PRECONSTRUCTION CONFERENCE
A preconstruction conference shall be held after the award of the contract. The Engineer will notify
' the Contractor of the place, date, and time of the meeting. The Contractor shall, at minimum, have
his project manager attend the meeting.
END OF SECTION 01040
' SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
' The Contractor shall comply with industry standards and applicable laws and regulations of authorities having
jurisdiction including, but not limited to, the following:
1. State and Local building codes
' 2. Health and Safety regulations
3. Utility Company regulations
4. Police, Fire, and Rescue Squad regulations
5. Environmental Protection regulations
END SECTION 01500
�J
END DIVISION 1
95221 - N.C.AQUARIUMS FIRE LOOP
DIVISION 1 - PAGE 7

TECHNICAL SPECIFICATIONS
DIVISION 2 - SITEWORK
SECTION 02100 SITE PREPARATION
1. Demolition: There are no anticipated demolition requirements for this project.
2. Temporary Erosion and Sedimentation Control: The Contractor shall furnish all labor, materials, tools,
equipment, and perform all services necessary to the installation of any temporary erosion control measures
required by state government inspectors as part of the contract work at no additional compensation from the
Owner. Failure to secure proper permits may result in a fine which, if levied, will be deducted from the
contractor's final payment.
3. Clearing and Grubbing: The proposed facilities required under the contract are located in areas where any
required clearing and grubbing activities are negligible.
4. Tree Protection: The Contractor shall protect all existing trees within close proximity to proposed
improvements. Extreme care should be taken to avoid unnecessary cutting or skinning of roots, skinning of
the tree bark, stockpiling of materials within the dripline of trees, and/or excess foot or vehicular traffic within
the dripline of trees.
1 5. Permanent Erosion and Sedimentation Control: Following complete installation of individual portions of the
contract work in various locations, all remaining disturbed areas shall be limed, fertilized, seeded, and mulched
in accordance with these specifications. Stabilization of disturbed areas shall occur within a maximum of 30
' working days following construction completion in any area. All areas to be seeded shall be reshaped and
fine graded to provide adequate drainage by eliminating pockets and depressions in the surface. The
seedbed shall be prepared as described in the State of North Carolina Erosion and Sediment Control Planning
and Design Manual.
' END SECTION 02100
1
SECTION 02200 EARTHWORK
1. Scope: The Contractor shall furnish all labor, materials, tools, equipment, and perform all services
necessary for, or incidental to, the excavation, bedding, backfilling, and compaction necessary to the complete
installation of pipe and fittings in accordance with the contract documents and in complete coordination with
the work of all other trades.
2. Related Documents: Other materials and services related to this section are addressed in Section 01010
Summary of Work and Section 2665 Water Systems.
3. Storage of Excavated Materials: Excavated materials acceptable as backfill shall be stockpiled in a location
approved by the Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
95221 N.C.AQUARIUMS -FIRE LOOP DIVISION 2 - PAGE 1

TECHNICAL SPECIFICATIONS
4. Worksite Conditions: Locate existing underground utilities in areas of excavation work. If utilities are
indicated to remain in place, provide adequate means of support and protection during earthwork operations.
The Contractor shall not interrupt the existing utilities presently serving the Aquarium except with approval of
the Engineer. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights. Protect existing structures, utilities, sidewalks, pavement,
and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other
hazards created by earthwork operations. Perform excavation by hand within driplines of trees to remain.
Protect root systems from damage or dryout to the greatest extent possible.
5. Materials:
a.Soil Materials: Soil materials shall be free of boulders, roots, sod, organic matter, and frozen
material.
b. Bedding for Wet Trenches: Wet trenches shall be stabilized with #78M stone or with a base layer
of #57 stone. Shoring or bracing of pits, trenches or other excavations shall be in accordance with
the requirements of the North Carolina Department of Transportation and the Federal Occupational
Safety and Health Act.
6. Execution:
a. Excavation: All excavation is unclassified and includes excavation to subgrade elevations
indicated on the construction drawings regardless of character of materials and obstruction
encountered.
b. Stability of Excavations: Stability of excavations shall be maintained by sloping of the sides and
shall comply with local codes, ordinances, and requirements of agencies having jurisdiction. Where
space restrictions prevent sloping of the sides, shoring and bracing of the walls shall be employed
in full compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from removal.
c. Dewatering: The Contractor shall attempt to prevent surface and subsurface water from flowing
into excavations. The Contractor shall provide equipment, materials, and work necessary to dewater
any accumulation of water in the excavation to prevent softening of the soils, undercutting of footings,
and changes to the soils detrimental to the stability of the improvements.
d. Structure Excavation: Excavations for structures shall conform to dimensions and elevations
shown on the construction drawings within a tolerance of plus or minus 0.10 feet and to the standards
of ASTM C891-90.
95221 N.C.AQUARIUMS -FIRE LOOP
DIVISION 2 - PAGE 2

TECHNICAL SPECIFICATIONS
e. Pipe Trench Excavation: Trenches shall be excavated to the required depths to permit installation
of the pipe along lines and grades, and at elevations designated on the construction drawings and
in conformance with ASTM D2321-89. Trenches shall be excavated to a uniform width and wide
enough to provide sufficient working space. In no case shall the width of the trench at the top of the
pipe exceed the outside diameter of the pipe by more than 18 inches. For pipes 6 inches or larger
in nominal size, excavate to a depth of 4 inches below the specified pipe elevation, install bedding
material as specified in the contract documents and shape to cover bottom half of pipe circumference.
Holes shall be dug into the bedding material to accommodate the bell of the pipe so that the barrel
of the pipe is firmly supported by bedding material. When rock is encountered, the Contractor shall
carry excavation a minimum of 6 inches below required elevation and backfill with a 6 inch layer of
crushed stone prior to installation of the pipe.
f. Backfilling and Compaction: Backfill shall be installed to excavated spaces in 8 inch lifts and
tamped by hand or pneumatically around pipe or structures. Tamping shall be performed evenly on
both sides of pipe and around sides of structures to a depth such that damage to the pipe or
structures is avoided as a result of subsequent methods of compaction. Extreme care shall be
exercised in backfilling operations to avoid displacement of pipe and structures either horizontally or
vertically. Backfill consolidation by ponding water is not permitted. Compaction of each layer of
backfill and the top 6 inches of subgrade shall achieve a 95 percent maximum dry density as
measured by AASHTO method T-99. Contractor shall install 2500 psi concrete fitting supports as
shown on the plans to provide adequate support in areas subject to hydrostatic thrust.
g. Boring Operations: This section covers materials and services necessary to install the water line
under roadways, driveways, and other facilities by boring to avoid disruption of services and other
complications arising from construction operations in these areas.
The Contractor shall supply all materials and services to install ductile iron pipe with push on joints
through a hole bored by mole or auger. Encasement of the carrier pipe is not required. Under no
circumstances shall jetting or wet boring of pipelines or encasements be allowed.
In the event an obstruction is encountered during the boring operation, the Contractor shall stop
immediately and contact the Engineer. Upon direction of the Engineer, the auger is to be withdrawn
and the excess pipe is to be cut off, capped, and filled with 1:3 portland cement grout at sufficient
pressure to fill all voids before moving to another boring site.
h. Disposal of Waste Materials: Remove all waste materials including unacceptable excavated
material, trash, and debris and legally dispose of it off Owner's property.
i. Settling: Where settling is measurable or observable at excavated areas during project warranty
period, the Contractor shall remove surface finish, add backfill material, compact, and replace surface
treatment to a quality and appearance matching adjacent areas of previous work.
j. Pavement Repair: Any damages to pavements shall be repaired by the Contractor by using 8
inches of compacted aggregate base course, 2" Type H Binder, and 2" 1-1 or 1-2 bituminous concrete
surface course.
95221 N.C.AQUARIUMS - FIRE LOOP
DIVISION 2 - PAGE 3

7
L
TECHNICAL SPECIFICATIONS
k. Seedbed Preparation
1. All disturbed areas shall be dressed to specified grades and sections and plowed to a depth
' of 6 inches.
2. Apply lime and fertilizer in a manner that ensures uniform distribution of these materials. The
hand/bucket method is not acceptable. Apply the materials at the following rates:
' Lime - 2000 Ibs/acre (or according to soil tests)
Fertilizer (10-10-10) - 300 lbs/acre
' Incorporate into the top 4-6 inches of soil by disking or other suitable means.
3. Pulverize and rake the top 2 inches of soil to provide a uniform, firm, and friable seedbed.
4. Apply seed uniformly with a broadcast seeder, drop type spreader, drill, cultipacker seeder,
' or hydroseeder on seedbed that has not been sealed by rainfall. Apply seed of the types and
rates specified in the "Seeding Schedule" this section.
Conform to the following relative to use of the following equipment:
1 Broadcast Seeder: Apply seed in a criss-cross pattern. Cover seed by raking or chain
dragging followed by rolling or cultipacking to provide good seed contact.
' Drill or Cultipacker: Plant small grains no more than 1 -inch deep, grasses and legumes no
more than 1/2 -inch deep.
Hydroseeder: Apply wood fiber at no less than 2,000 lbs. per acre.
' 5. Apply required erosion protection such as netting and mats in specified areas prior to
mulching.
6. Mulch seeded areas uniformly with a grain straw at a rate of 70 to 90 lbs. per 1000 sq. ft. No
' more than 25% of the ground surface should be visible in mulched areas.
7. Mulched areas shall be tacked with emulsified asphalt. Apply at a rate of 10 gals. per 1000
sq. ft. Apply heavier amounts to edges and ridges of mulched areas to resist wind.
' I. Seeding Schedule:
March - June: Apply permanent seeding of 20# / AC Centipedegrass. DO NOT
' MULCH.
December - March: Apply temporary seeding of 120#/Ac Ryegrass. Mulch as indicated
' in this section. Follow with application of permanent seeding as
provided in this section.
IEND SECTION 02200
1
95221 N.C.AQUARIUMS -FIRE LOOP DIVISION 2 - PAGE 4

TECHNICAL SPECIFICATIONS
SECTION 02665 WATER SYSTEMS
1. Scope: The Contractor shall furnish all labor, materials, tools, equipment, and perform all services
necessary for, or incidental to, the complete installation of the water line , fittings, and required specialties in
accordance with the contract documents and in complete coordination with the work of all other trades.
2. Related Documents: Other materials and services related to this section are addressed in Section 01010
Summary of Work and Section 02200 Earthwork.
The following documents are referenced for materials and construction procedures specified.
"Uni-Bell" Handbook of PVC Pipe: Design and Construction, 2nd Ed.
"Carolina Water Service, Inc. of N. C. Construction Specification Detail Sheets"
3. Submittals: The Contractor shall make submittals of the type indicated to the Engineer for the required
contract materials as follows:
Item Shop Drawing Catalog Cut Certification
Class 200 PVC C-900 Pipe X
Ductile Iron Pipe X
Fire Hydrant X
Gate Valve X
Valve Box X
Fittings X
Restraint Devices X
Casing Pipe, Spacers, and Seals X
4. Delivery. Storage and Handling: All materials shall be delivered and handled in a manner that avoids
damage to the materials. Store materials in accordance with manufacturer's recommendations and in a
location subject to Owner's approval.
5. Materials: Pipe and pipe fittings shall be compatible.
a. Class 200 PVC C-900 Pressure Pipe and Fittings: The pipe shall be Class 200 (SDR 14)
polyvinylchloride pipe rated for burst at 73 degrees F at a minimum internal pressure of 200 psi in
conformance with ASTM D2241-89. The basic pipe material shall be 12454-B, 12454-C, or 14333-D
in accordance with ASTM D1784. Pipe shall have socket and spigot type ends for the forming of
integral bell joints with flexible elastomeric seals in accordance with ASTM D-3139. The elastomeric
seals shall conform to the requirements of ASTM F 477. All PVC water pipe must bear National
Sanitation Foundation seal for potable water. All PVC pipe will require the installation of tracer wire
as defined in the specifications.
b. Ductile Iron Pipe: Ductile iron pipe shall be designed as per AWWA C 151 and C111 for a working
pressure of 200 psi, laying condition B. Pipe shall be minimum Class 50 and manufactured as per
AWWA C151 in 18 ft. lengths. Pipe joints shall be of the push on type as per AWWA C111. Pipe
lining shall be cement mortar with a seal coat of bituminous material, all in accordance with AWWA
C104, as manufactured by Griffin, US Pipe, American or Clow. DIP shall only be used where noted
on the plans.
95221 N.C.AQUARIUMS -FIRE LOOP
11
DIVISION 2 - PAGE 5

f�
'�
TECHNICAL SPECIFICATIONS
c. Gate Valves: Valves shall be iron body, fully bronze mounted, double disc, parallel seat with
mechanical joints, and manufactured for a working pressure of 200 psi. Valves shall be of the non -
rising stem type with 2" square operating nut. Valves shall open counterclockwise and shall be
equipped with "O" ring seals in accordance with AWWA C-500. Valves shall be Mueller A-2380-20,
open left, 2" operating nut, or approved equal.
d. Valve boxes: Valve boxes shall be made of cast-iron telescoping top and bottom sections, with
cover marked "water'. The sections shall be adjustable for differing burying lengths. Extensions, if
needed, shall be provided by an appropriate length of 6" Cl soil pipe. Valve boxes shall be Dewey
Bros. VBX-TE-100 or approved equal.
e. ,Fittings: Tees, elbows, reducers, and other fittings shall be ductile iron, compact, mechanical joint
fittings, cement lined, meeting the most recent revisions of AWWA C110 and C153 and shall be
manufactured for a minimum working pressure of 350 psi.
f. Restraint Devices and Thrust Restraints: Restraint devices shall be required for joining PVC piping
to DIP piping or fittings. Thrust restraints for all fittings of components subject to hydrostatic thrust
shall be provided. Restraint devices for PVC pipe shall incorporate a series of machined serrations
( not "as cast") on the inside diameter to provide positive restraint, exact fit, and 360 degree contact
and support of the pipe wall. Restraint devices used for bell and spigot joints of PVC pipe shall consist
of a split restraint ring installed on the spigot, connected to a solid back-up ring with a beveled leading
edge seated behind the bell. All restraint devices shall be manufactured of high strength ductile iron,
ASTM A536 grade 65-45-12. Bolts and connecting hardware shall be of high strength low alloy
material in accordance with AWWA C111. All restraint devices for PVC pipe shall have a water
working pressure rating equivalent to the full rated pressure of the PVC Pipe on which they are
installed, with a minimum 2:1 safety factor in any nominal pipe size. In addition, they shall meet or
exceed the requirements of Uni-B-13-92, Recommended Performance Specification For Joint
Restraint Devices For Use With Polyvinyl Chloride (PVC) Pipe. Notarized certification from the
manufacturer of the restraint device shall be provided with submittals. Restraint Devices for
Mechanical Joint or Push -On fittings shall be Uni-Flange Block Buster 1300 or approved equal.
Restraint Devices for bell and spigot joints of PVC pipe shall be Uni-Flange Block Buster 1350 or
approved equal.
g. Casing Pipe shall be spiral welded steel pipe having a minimum yield strength of 35 ksi. The pipe
' shall meet the requirements of ASTM A139, Grade B with butt welded joints and coal tar enamel
coating as per AWWA C202. Size and wall thickness of smooth wall or spiral welded encasement pipe
shall be as follows:
' Nominal Pipe Diameter (in.) Wall Thickness (in.)
Under 14 0.188
14 and 16 0.219
Casing pipe shall be sealed at the ends to prevent flowing water and debris from entering the annular
space between the casing and the carrier pipe.
h. Casing Spacers shall be installed on all carrier pipe to be placed inside casing pipe to prevent
contact of the carrier pipe with the casing pipe. The spacers shall be manufactured of carbon steel
' and spaced as recommended by the manufacturer. The casing spacers shall be as manufactured
by "Advance Products & Systems" or approved equal.
95221 N.C.AQUARIUMS - FIRE LOOP
DIVISION 2 - PAGE 6

TECHNICAL SPECIFICATIONS
i. End Seals shall be employed on both ends of the casing pipe to prevent water and other debris from
entering the pipe. The end seals shall be of a pull on type and manufactured of seamless synthetic
rubber, 1/8" thick and secured to casing pipe with stainless steel banding straps. The end seals shall
be as manufactured by "Advance Products & Systems" or approved equal.
Fire Hydrants:
1. Fire Hydrants shall be cast iron body with "0" ring seals, compression type valve, operating
against pressure and closing with pressure. Hydrants shall have 6 inch mechanical joint inlet
with 5-1/4in. main valve, two 2-1/2 in. and one 4-1/2 in. outlet, drain valve, 200-psig working
pressure as manufactured by Mueller or American Darling in accordance with the latest
AWWA standard (C-502). Operating nut shall be National Standard and shall open by turning
counterclockwise.
2. Outlet Threads shall be National Standard, with external hose thread used by Pine Knoll
Shores fire department. Include Cast iron caps with steel chains.
6. Installation:
' a. General: All piping shall be laid according to its manufacturer's recommendations with a minimum
cover of 36 inches. The subgrade at at the bottom of the trench shall be shaped to secure uniform
support throughout the length of the pipe. A space shall be excavated under the bell of the pipe to
provide space to relieve bearing pressure on the bell and to provide room to adequately make the
joint. Open ends of pipe shall be plugged with a standard plug or cap at all times when pipe laying
is not in progress. Trench water shall not be allowed to enter pipe.
b. Boring: Contractor shall install DIP water line under existing deck ( approx. station 15+60 to station
15+78 ) and under existing asphalt road ( approx. station 26+25 to station 26+61 ) by boring method
as described in these specifications.
c. PVC pipe: PVC pipe will require installation of a tracer wire. Join PVC pipe and fittings with solvent
cement in accordance with ASTM D2855-9
7. Testing: During construction and at the completion of the work, the contractor shall make tests as may be
directed by engineer to ascertain if the pipe is property aligned and the joints are tight. The contractor will
conduct the test under the direction of the engineer as described below. The contractor shall furnish all
apparatus required for the low pressure test and shall pay all cost connected therewith. Defective work shall
be repaired immediately at the contractors expence.
a. Conduct piping tests after thrust blocks have sufficiently hardened.
b. Fill pipeline 24 hours prior to testing and apply test pressure to stabilize system. Use only
potable water.
'C. Perform Hydrostatic Test at not less than 1-1/2 times working pressure for 2 hours.
' d. Increase pressure in 50 psi increments and hold at test pressure for one hour, decrease to
0 psi. Slowly increase again to test pressure and hold for one more hour. Maximum allowable
leakage is 1 gallon per hour per 200 joints. Remake leaking joints with new materials and
repeat test until leakage is within above limits.
' 95221 N.C.AQUARIUMS -FIRE LOOP
DIVISION 2 - PAGE 7

1
' TECHNICAL SPECIFICATIONS
8. Cleaning: Clean and disinfect water system piping as follows:
a. Purge new water system piping and parts of existing systems that have been altered,
extended, or repaired, prior to use.
b. Use the purging and disinfecting procedure prescribed by the authority having jurisdiction or,
if method is not prescribed by that authority, use the procedure described in AWWA C651,
or as described below:
1. Comply with NFPA 24 for flushing of piping. Flush piping system with clean, potable
water until dirty water does not appear at points of outlet.
2. Fill the system or part thereof with a water/chlorine solution containing at least 50
parts per million of chlorine. Isolate (valve off) the system or part thereof and allow
to stand for 24 hours.
3. Drain the system or part thereof of the previous solution and refill with a water /
chlorine solution containing at least 200 parts per million of chlorine; isolate and allow
to stand for 3 hours.
4. Following the allowed standing time, flush the system with clean, potable water until
chlorine does not remain in the water coming from the system.
C.. Submit water samples in sterile bottles to the authority having jurisdiction. Repeat the
procedure if the biological examination made by the authority shows evidence of
contamination.
d. Prepare reports for all purging and disinfecting activities.
END SECTION 02270
END OF DIVISION 2
1 95221 N.C.AQUARIUMS - FIRE LOOP DIVISION 2 - PAGE 8
�

Mueller"' Super Centurion 2OOTM
Fire Hydrant
200 p.s.i. (1379 kPa) working pres-
sure — 400 p.s.i. (2757 kPa) test
pressure. Compression type main
valve closes with the pressure.
Hydrant fully complies with
Super Centurion 200TM Fire Hydrants
American Water Works Association
Standard C-502. A variety of choices
can be made regarding several fire
hydrant features — see page Dl -6 for
additional information.
*Nominal sizes. Other sizes can be specified — see page D1-6.
"Nominal size.
Bury lengths available
ft -in 1-6, 2.0, 2-6, 3-0, 3-6, 4.0, 4-6, 5-0, 5-6, 6-0, 6-6, 7-0, 7.6, 8-0, 8-6, 9.0. 9-6, 10-0
M 0.46, 0.61, 0.76, 0.91, 1.07, 1.22, 1.37, 1.52, 1.68, 1.83, 1.98, 2.13, 2.29, 2.44, 2.59, 2.74, 2.90. 3.05
MUELLER and CENTURION are marks registered in U.S. Patent Office.
Muellers Modern Centurion) Fire Hydrant
150 p.s.i. (1034 kPa) working pres- American Water Works Association
sure — 300 p.s.i. (2068 kPa) test Standard C-502. A variety of choices
pressure. Compression type main can be made regarding several fire
valve closes with the pressure. hydrant features — see page Dl -6 for
Hydrant fully complies with additional information.
Modern Centurion Fire Hydrants
'Nominal sizes. Other sizes can be specified — see page D1-6.
"Nominal size.
Bury lengths available
See page
D1.2
rt -in 1-f, 1.0, Z -b, 3-0, 3-0, 4-0, 4.6, 5-0, 5-0, 6-0, 6-0, 7-0, 7.6, 8-0, 8f, 9-0, 9-6, 10-0
M 0.46, 0.61, 0,76, 0.91, 1.07, 1.22, 1.37, 1.52, 1.68, 1.83, 1.98, 2.13, 2.29, 2.44, 2.59, 2.74, 2.90, 3.05
M V ELLER CO. DECATUR, ILLS
Rev 9187 See page D1.6 for ordering instructions

,juries 1300 Uni-Flange Block Buster Restraint Device for PVC Pipe
ind Mechanical Joint / Push On Fittings)
�fast, economical method of restraining water main fittings, valves and hydrants used in PVC piping systems, the
ni-Flange Block Buster Series 1300 offers guaranteed joint restraint, in any soil conditions, every time. It
eliminates the need for concrete thrust blocks.
khe Series 1300 is a split design, incorporating a series of machined serrations on the inside diameter. When
e side clamping bolts are tightened, the serrations lock the device onto the pipe surface, providing total lateral
rust restraint.
dvantages
3600 contact and support of the pipe wall
Machined to exact tolerances
"Pad to Pad" feature... cannot be overtightened
s Visual Safety Feature... easy to verify correct installation
Rated at full rate pressure of any class of PVC Pipe, minimum 2:1 safety factor
Does not replace the follower gland... mechanical joint retains full deflection capabilities
• Can be installed outside of the trench, prior to pipelaying
.a Meets Uni-B-13-92
Side Clamping Bolts and Nuts
T -Bolts / Studs
High Strength, Low Alloy Steel
ANSI / AWWA C111 / A21-11
4FMDApproved
Contact factory for details
Suggested Specification
t_f
Series 1300 Restrainer
2" - 24" Sizes: Ductile Iron ASTM
A536 Grade 65-45-12
30" - 36" Sizes: ASTM A36
Structural Steel
Series 1300 Installed
Restraint Devices for PVC Pipe shall incorporate a series of machined serrations (not "as cast") on the inside
diameter to provide positive restraint, exact fit and 3600 contact and support of the pipe wall. Restraint Devices shall
be manufactured of high strength ductile iron, ASTM A536, Grade 65-45-12. Bolts / connecting hardware shall be of
high strength low alloy material in accordance with ANSI / AWWA C111/A21.11.
FAII Restraint Devices for PVC Pipe shall have a water working pressure rating equivalent to the full rated pressure
of the PVC Pipe on which they are installed, with a minimum 2:1 safety factor in any nominal pipe size. In
addition, they shall meet or exceed the requirements of Uni-B-13-92, Recommended Performance Specification
For Joint Restraint Devices For Use With Polyvinyl Chloride (PVC) Pipe. Notarized certification from the
manufacturer of the restraint device shall be provided with submittals. Restraint Devices for Mechanical Joint or
Push f n fittings shall be Uni-Flange Block Buster 1300 or approved equal.

r
Uni-Flange° Block Buster Series 13UU Pipe Restraint
Restraint Device for PVC Pipe and Mechanical Joint / Push -On Fittings
T -Bolt (Restraining Rod) Restraining Rod
J
211-12" Sizes
14" - 36" Sizes
r �Ic _PVC PIPE WrrN STEEL�ri VC PIPE WITH DUCTILE s RESTRAINT APPROX.'
BOLTS *
NOME"�3PIPE.O
✓¢ 4
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pipe approximately 1 inch from the bolts to recommended torque (pad
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SIZEO D ' GCATALOG NUMBER .•,O.D: `CATALOG'NUMBER
�. >} 4 `r
£'NO.: rSIZE
NO..
_ •-SITEr>'
2"
2.375
UFR1300-S-2
N/A
-
1-1/8'
6-1/4"
4.0
2
5/8" x 5"
2
.5/8"x3 1/2"
5.0
3"
3.500
UFR1300-S-3
N/A
-
1-1/8"
7-11/16"
4.0
2
5/8" x 5"
2
5/8" x 3-1/2"
5.8
4"
4.500
UFR1300-S-4
4.80
UFR1300-C-4
1-1/8"
9-1/8"
6.0
2
3/4" x 7'
2
5/8" x 3-1/2"
8.0
6"
6.625
UFR1300-S-6
6.90
UFR1300-C-6
1-1/8"
11-1/8"
6.0
2
3/4" x 7"
2
5/8" x3-1/2"
9.0
8"
8.625
UFR1300-S-8
9.05
UFR1300-C-8
1-1/4"
13-7/8"
6.0
2
3/4" x 7"
2
3/4" x 4"
14.7
10"
10.750
UFR1300-S-10
11.10
UFR1300-C-10
1-3/8"
16-5/8"
6.0
4
3/4" x 7"
2
7/8" x 5"
25.3
12"
12.750
UFR1300-S-12
13.20
UFR1300-C-12
1-3/8"
19-1/4"
6.0
4
3/4" x 7"
2
7/8" x 5"
26.5
14"
14.000
UFR1300-S-14
15.30
UFR1300-C-14
4"
22"
15.0
6
3/4" x 17"
4
7/8" x 7"
55.0
16"
16.000
UFR1300-S-16
17.40
UFR1300-C-16
4"
24.2"
15.0
6
3/4" x 17"
4
7/8" x 7"
60.0
1 8 "
18.000
UFR1300-S-18
19.50
UFR1300-C-18
5"
26.5"
15.0
8
3/4" x 17"
4
1" x 7"
75.0
20"
20.000
UFR1300 S-20
21.60
UFR1300-C-20
7"
28.6"
22.0
8
3/4" x 24"
6
1-1/8" x 9"
115.0
24"
24.000
UFR1300-S-24
25.80
UFR1300-C-24
7"
32.8"
22.0
12
3/4" x 24"
6
1-1/8" x 9"
145.0
30"
30.000
UFR1300 S-30
3200.
UFR1300-C-30
10"
40.9"
22.0
14
1" x 24"
8
1 1/8" x 10"
-1--1/8-x
330.0
36"
36.000
UFR1300-S-36
38.30
UFR1300-C-36
10"
47.2"
22.0
14
1" x 24"
1 8
10"
354.0
Installation
Instructions
211-1211
1. 1 it 2.
o�
14"-36"
1. 2•
1. Assemble the mechanical joint, installing
gasket, gland and T -Bolts to AWWA
standards. Leave out T -Bolts corresponding
to "ears" on 1300 Restrainer.
3. .1 4. I
i�
e( I
3. Insert the extra long T -Bolts
provided with the Series 1300 and
install one nut each between the
gland and clamping ring as shown.
4. snug reta""ng nuib.
Ear\
3.
qb
0
2. Using one of the studs provided, mark a
line on the pipe and install 1300. Tighten
clamping bolts to torque recommended on
restrainer label.
3. Connect 1300 to ntting Dy Insemng swus
through restrainer ear, gland and fitting bolt
hole. Install one nut behind fitting bell, one
against the gland and one behind restrainer
ear (against washer).
5
1. Insert pipe into the mechanical 2. Assemble the follower gland,
joint bell. Insert one of the extra gasket and bolts to AWWA
long T -Bolts provided with the specifications. Assemble Series
Series 1300 through one of the 1300 clamping ring onto the pipe
flange holes, mark a line on the even with line. Tighten clamping
pipe approximately 1 inch from the bolts to recommended torque (pad
1
end of the bolt. to pad).
14"-36"
1. 2•
1. Assemble the mechanical joint, installing
gasket, gland and T -Bolts to AWWA
standards. Leave out T -Bolts corresponding
to "ears" on 1300 Restrainer.
3. .1 4. I
i�
e( I
3. Insert the extra long T -Bolts
provided with the Series 1300 and
install one nut each between the
gland and clamping ring as shown.
4. snug reta""ng nuib.
Ear\
3.
qb
0
2. Using one of the studs provided, mark a
line on the pipe and install 1300. Tighten
clamping bolts to torque recommended on
restrainer label.
3. Connect 1300 to ntting Dy Insemng swus
through restrainer ear, gland and fitting bolt
hole. Install one nut behind fitting bell, one
against the gland and one behind restrainer
ear (against washer).
5

,ndard MON JOINT® Pipe
imensions and
Neights
Ii
I
vv
x
.Thickness and O.D. tolerances
1 shall be in accordance with
ANSI/AWWA C151/A21.51 and
C111/A21.11 respectively
t including bell
1 Cement- Mortar lining in accor-
dance with ANSI/AWWA
C 104/A21.4
Pipe is normally manufactured with
a cement mortar lining. .
Above weights do not include
lining. Standard lining thickness for
3" -12" diameter pipe is 1/16'min-
imum: for 14" -24" diameter pipe is
3/32" minimum.
MON JOINT® is a registered
trademark of U.S. Pipe and
Foundry Co.
' 6 Griffin Pipe Products Co.
J
1
51
0.25
3.96
5.48
3.00
5
168
19
52
0.28
3.96
5.48
3.00
5
186
19
3
53
54
0.31
0.34
3.96
3.96
5.48
5.48
3.00
3.00
5
5
204
221
19
19
55
0.37
3.96
5.48
3.00
5
238
19
56
0.40
3.96
5.48
3.00
5
254
19
::350_25
51
0.26
3:96'7
4.80
', Y5:48713=3.0071
6.52
3.15
' 577"
5
:2.168
214
f" X19. <:.
19
52
0.29
4.80
6.52
3.15
5
236
19
53
0.32
4.80
6.52
3.15
5
258
19
4
54
0.35
4.80
6.52
3.15
5
280
19
55
0.38
4.80
6.52
3.15
5
301
19
56
0.41
4.80
6.52
3.15
5
321
19
.350.___,-",".,0.25.__..
50
0.25
4.80L_
6.90
8.66
3.38
5
304
19
336
21
51
0.28
6.90
8.66
3.38
5
337
19
372
21
52
0.31
6.90
8.66
3.38
5
370
19
409
21
6
53
0.34
6.90
8.66
3.38
5
402
19
445
21
54
0.37
6.90
8.66
3.38
5
434
19
481
21
55
0.40
6.90
8.66
3.38
5
466
19
516
21
56
0.43
6.90
8.66
3.38
5497
19
551
21
350
50
0.25
0.27
_...,.
>'. ;6 ;"
9.05
8.66
10.82
3.38 _
3.69
_.90
5
5
304
431
" 19
19
336
477
21'`"
21
51
0.30
9.05
10.82
3.69
5
475
19
526
21
52
0.33
9.05
10.82
3.69
5
519
19
574
21
S
53
0.36
9.05
10.82
3.69
5
562
19
622
21
54
0.39
9.05
10.82
.3.69
5
605
19
670
21
55
0.42
9.05
10.82
3.69
5
648
19
718
21
56
0.45
9.05
10.82
3.69
5
691
19
765
21
350-
50
0.25
0.29
-:77 9.05 _7
11.10
10.82
12.91
- 3.69
3.75
`' 5
5
_;"402
569
19
19
444
630
21
21
51
0.32
11.10
12.91
3.75
5
624
19
690
21
52
0.35
11.10
12.91
3.75
5
678
19
750
21
10
53
0.38
11.10
12.91
3.75
5
732
19
810
21
54
0.41
11.10
12.913.75
5
785
19
870
21
55
0.44
11.10
12.91
3.75
5
839
19
929
21
56
0.47
11.10
12.91
3.75
5
892
19
988
21
350.
50
0.26
0.31
11.10
13.20
12.91
15.05
3.75
3.75
5
5
515
724
19
19
569
801
21
21
51
0.34
13.20
15.05
3.75
5
790
19
874
21
52
0.37
13.20
15.05
3.75
5
854
19
946
21
1253
0.40
13.20
15.05
3.75
5
919
19
1,017
21
54
0.43
13.20
15.05
3.75
5
983
19
1,089
21
55
0.46
13.20
15.05
3.75
5
1,047
19
1,160
21
56
0.49
13.20
15.05
3.75
5
1,111
19
1,230
21
350
50
0.28
0.33
13.20
15.30
15.05
17.62
3.75
5.00
5
5
659
909
19
19
729
1,004
21
21
51
0.36
15.30
17.62
5.00
5
985
19
1,088
21
52
0.39
15.30
17.62
5.00
5
1,060
19
1,172
21
53
0.42
15.30
17.62
5.00
5
1,135
19
1,256
21
14
54
0.45
15.30
17.62
5.00
5
1,210
19
1,339
21
55
0.49
15.30
17.62
5.00
5
1,285
19
1,422
21
56
0.52
15.30
17.62
5.00
5
1,359
19
1,504
21
250
0.28
15.30
17.62
5.00
5
782
19
863
21
300
0.30
15.30
17.62
5.00
5
833
19
919
21
350
50
0.31
0.34
15.30
17.40
17.62
19.74
5.00
5.00
5
5
858
1,066
19
19
947
1,177
21
21
51
0.37
17.40
19.74
5.00
5
1,152
19
1,273
21
52
0.40
17.40
19.74
5.00
5
1,239
19
1,369
21
53
0.43
17.40
19.74
5.00
5
1,325
19
1,465
21
1
54
0.46
17.40
19.74
5.00
5
1,410
19
1,560
21
55
0.49
17.40
19.74
5.00
5
1,496
19
1,655
21
56
0.52
17.40
19.74
5.00
5
1,581
19
1,750
21
250
0.30
17.40
19.74
5.00
5
950
19
1,048
21
300
0.32
17.40
19.74
5.00
5
1,008
19
1,113
21
350
50
0.34
0.35
17.40
19.50
19.74
21.86
5.00
5.00
5
5
1,066
19
1,177
1,356
21
21
51
0.38
19.50
21.86
5.00
5
1,464
21
52
0.41
19.50
21.86
5.00
5
1,572
21
1853
54
0.44
0.47
19.50
19.50
21.86
21.86
5.00
5.00
5
5
1,679
1,787
21
21
55
0.50
19.50
21.86
5.00
5
1,694
21
56
0.53
19.50
21.86
5.00
5
2,000
21
250
0.31
19.50
21.86
_ 5.00
5
1,211
21
300
-:.
0.34.
19.50
21.86
5.00
5
1,319•
21
350
50
0.36 .`
0.36
- - ,19.50
21.60
21.86
23.98
5.00
5.50
5
5
1,392
1,542
21
21
51
0.39
21.60
23.98
5.50
5
1,662
21
52
0.42
21.60
23.98
5.50
5
1,782
21
2 O
53
54
0.45
0.48
21.60
21.60
23.98
23.98
5.50
5.50
5
5
1,902
2,021
21
21
55
0.51
21.60
23.98
5.50
5
2,140
21
56
0.54
21.60
23.98
5.50
5
2,259
21
250
0.33
21.60
23.98
5.50
5
1,422
21
300
0.36
21.60
23.98
5.50
5
1,542
21
350
50
0.38
0.38
21.60
25.80
23.98
28.16
5.50
5.95
5
5
1,622
1,953
21
21
51
0.41
25.80
28.16
5.95
5
2,097
21
52
0.44
25.80
28.16
5.95
5
2,241
21
24
53
54
0.47
0.50
25.80
25.80
28.16
28.16
5.95
5.95
5
5
2,385
21
55
0.53
25.80
28.16
5.95
5
2,528
2,671
21
21
56
0.56
25.80
28,16
5.95
5
2,814
21
200
0.33
25.80
28.16
5.95
5
1,712
21
250
0.37
25.80
28.16
5.95
5
1,905
21
300
0.40
25.80
28.16
5.95
5
2,049
.21
350
0.43
25.80
28.16
5.95
5 1
2,193
21
J
1

' fchanical Joint Pipe
7.69 6.19 7.62 2.50 4 5/8 3 8°-18' 170 31.0
/ 7.69 6.19 7.62 2.50 4 5/8 3 8°-18' 185 31.0
7.69 6.19 7.62 2.50 4 5/8 3 8°-18' 205 31.0
7.69 6.19 7.62 2.50 4 5/8 3 8°-18' 220 31.0
7.69 6.19 7.62 2.50 4 5/8 3 8°-18' 240 31.0
7.69 6.19 7.62 2.50 4 5/8 3 8°-18' 255 31.0 -
7.69 s-Cfi 19 `3 7.62BI `,2.50 r - b Q.'�r:5/8 ;i i'L3 yr i8°-.18'.' _w160'w'31.0.zl
9.12 7.50 9.06 2.50 4 3/4 31/2 8°-18' 215 31.0
9.12 7.50 9.06 2.50 4 3/4 31/2 8°-18' 240 31.0
9.12 7.50 9.06 2.50 4 3/4 31/2 81-18' 260 31.0
9.12 7.50 9.06 2.50 4 3/4 31/2 8°-18' 285 31.0
1 _ 9.06 2 50 4 3/4 31/2 8 18 31.0
305
9.12 7 50 a e o ►� c
9.12 7.50 9.06 2.50 4 3/4 31/2 8 18 325 31.0 _
179.12T- 7.50: _ 9.06 2.50.:=: 4 F ::i3/4` %''31/2'i 8° 18 -w-Z21107,:7.-.31-0
11.12 9.50 11.06 2.50 6 3/4 31/2 7°-7' 305 27.0 340 30
11.12 9.50 11.06 2.50 6 3/4 31/2 7°-7' 340 27.0 375 30
11.12 9.50 11.06 2.50 6 3/4 31/2 7°-7' 370 27.0 410 30
11.12 9.50 11.06 2.50 6 3/4 31/2 7°-7' 405 27.0 445 30
11.12 9.50 11.06 2.50 6 3/4 31/2 7°-7' 435 27.0 480 30
11.12 9.50 11.06 2.50 6 3/4 31/2 7°-7' 470 27.0 520 30 X
11.12 9.50 11.06 2.50 6 3/4 31/2 7 7 500 27.0 • 550 30 ..-.
1.12 .x9.50 x'.11.06=.2.50 M?f 6 MI'- :_':.`31/2 _`-;�' _ 7 7 f 306 �d„: 27.0.: 338 , _ 30
13.37 11.75 13.31 2.50 6 3/4 4 5°-21' 435 20.0 480 22
13.37 11.75 13.31 2.50 6 3/4 4 5°-21' 480 20.0 530 22
13.37 11.75 13.31 2.50 6 3/4 4 5°-21' 525 20.0 580 22
13.37 11.75 13.31 2.50 6 3/4 4 5°-21' 565 20.0 625 22
13.37 11.75 13.31 2.50 6 3/4 4 5°-21' 610 20.0 675 22
13.37 11.75 13.31 2.50 6 3/4 4 5°-21' 650 20.0 720 22
13.37 11.75 13.31 2.50 6 3/4 4 5 21 695 20.0 770 22
.0"1337 tr" 5 21 ':405 7-. `20.0 447- '
_ 1.7577- 7i-'13.317772.50 -3/4"_:_ _ 4 _ . 22
15.62 14.00 15.62 2.50 8 3/4 4 5 21 575 20.0 635 22
15.62 14-00 15.62 2.50 8 3/4 4 5°-21' 630 20,0 695 22
15.62 14.00 15.62 2.50 8 3/4 4 5°-21' 685 20.0 755 22
15.62 14,00 15-62 2.50 8 3/4 4 5°-21' 735 20,0 815 22
15.62 14.00 15.62 2.50 8 3/4 4 5°-21' 790 20.0 875 22
15.62 14.00 15.62 2.50 8 3/4 4 5°-21' 845 20.0 935 22
15.62 14.00 15.62 2.50 8 3/4 4 5°-21' 895 20,0 990 22
;_'15:62 :D4.00.-'. - 15.62' `-',2.50 , :8 3/4 4 5°-21' 519 20,0 573 22
17.88 16.25 17.88 2.50 8 3/4 4 5°-21' 730 20.0 605 22
17.88 16.25 17.88 2.50 8 3/4 4 5°-21' 795 20,0 875 22
17.88 16.25 17.88 2.50 8 3/4 4 5°-21' 860 20.0 950 22
17.88 16-25 17.88 2.50 8 3/4 4 5°-21' 925 20.0 1,020 22
17.88 16.25 17.88 2.50 8 3/4 4 5°-21' 985 20.0 1,095 22
17.88 16.25 17.88 2.50 8 3/4 4 5°-21' 1,050 20.0 1,165 22
17.88 16.25 17.88 2.50 8 3/4 4 5°-21' 1,115 20.0 1,235 22
17.88 16.25 17.88 2.50 8 3/4 4 5°-21' 663 20,0 733 22
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 915 13.5 1,010 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 990 13,5 1,095 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 1,165 13.5 1,180 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 1,145 13.5 1,265 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 1,215 13.5 1,345 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 1,290 13.5 1,430 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 1,365 13.5 1,510 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 789 13,5 870 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 840 13,5 926 15
20.25 18.75 20.25 3.50 10 3/4 41/2 3°-35' 865 13.5 954 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,080 13,5 1,190 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,165 13.5 1,285 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,250 115 1,380 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,335 13.5 1,475 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,420 115 1,570 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,510 13.5 1,670 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,595 13,5 1,760 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 962 13,5 1,060 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,020 13.5 1,125 15
22.50 21.00 22.50 3.50 12 3/4 41/2 3°-35' 1,078 13.5 1,189 15
24-75 23.25 24.75 3.50 12 3/4 41/2 3°-0' 1,375 12
24.75 23.25 24.75 3.50 12 3/4 41/2 3°-0' 1,480 12
24.75 23.25 24.75 3.50 12 3/4 41/2 3°-0' 1,590 12
24.75 23.25 24.75 3.50 12 3/4 41/2 3°-0' 1,695 12
24.75 23.25 24.75 3.50 12 3/4 41/2 3°-0' 1,805 12
24.75 23.25 24.75 3.50 12 3/4 41/2 3°-0' 1,910 12
24.75 23.25 24.75 3.50 12 3/4 41/2 3°-0' 2,020 12
24.75 23,25 24.75 3.50 12 3/4 41/2 3°-0' 1,299 12
24.75 23.25 24.75 3.50 12 3/4 41/2 3°-0' 1,337 12
24.75 23.25 24.75 3.50. 12 3/4 41/2 3°-0' 1,410 12
27.00 25.50. 27.00 3.50 14 3/4 41/2 3°-0' 1,570 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 1,690 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 1,810 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 1,930 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 2,050 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 2.165 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 2,285 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 1,448 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 1,568 12
27.00 25.50 27.00 3.50 14 3/4 41/2 3°-0' 1,648 12
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 1,980 10
® 31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 2,125 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 2,270 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 2,410 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 2,555 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 2,700 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 2,840 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 1,739 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 1,932 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 2,076 10
31.50 30.00 31.50 3.50 16 3/4 5 2°-23' 2,220 10
Griffin Pipe Products Co. 7

uctile Iron Fittings
Compact Mechanical Joint Bell
• Class 350
• Cement Lined
• ANSI/AWWA C153
K2
. M C+ L �
4
4.80
2.50
7.50
9.06
9.12
.60
0.75
.39
.35
6
6.90
2.50
9.50
11.06
11.12
.63
0.88
.43
.37
8
9.05
2.50
11.75
13.31
13.37
.66
1.00
.45
.39
10
11.10
2.50
14.00
15.62
15.62
.70
1.00
.47
.41
12
13.20
2.50
16.25
17.88
17.88
.73
1.00
.49
.43
14
15.30
3.50
18.75
20.31
20.25
.79
1.25
.56
.51
16
17.40
3.50
21.00
22.56
22.50
.85
1.31
.57
.52
18
19.50
3.50
23.25
24.83
24.75
1.00
1.38
.68
.59
20
21.60
3.50
25.50
27.08
27.00
1.02
1.44
.69
.60
24
25.80
3.50
30.00
31.58
31.50
1.02
1.56
.75
.62
4 3/4 31/2
6 3/4 31/2
6 3/4 31/2
8 3/4 31/2
8 3/4 31/2
10 3/4 4
12 3/4 4
12 3/4 4
14 3/4 4
16 3/4 41/2
t For ductile -iron glands this thickness is required only surrounding the bolt holes.
tt 4" bolts with long threads may be furnished instead of 31/2" bolts in diameters 8"-12"
Bends inclusive.
�
R
/R
A
L -
T,
1 A �1
1/4 Bends
1/8 Bends
-A-
1/16 Bends
R
I
i
i
I� '
T
A A^
1/32 Bends
r
Dimens�ot)k,
f
:Dimensions . ;
^Dimensions
ensign
_Dimensions
9 S'.
4
.35
A S R
sWeightsr�
r A' R
6
A Rx �
xlNeights
r Size
�. yE
V1[eights
�
7.5
9.0
,Weights
10
.41
4
.35 4.75 4.5
25
2.50 4.81
22
1.50 6.66
20
1.25 10.70
18
6
.37 6.25 6.0
42
3.25 7.25
38
2.25 10.50
36
1.50 13.26
31
8
.39 7.25 7.0
67
4.25 8.44
58
2.50 11.80
48
1.75 15.80
44
10
.41 9.25 9.0
101
5.00 10.88
82
3.00 14.35
65
2.00 18.36
59
12
.43 10.25 10.0
132
6.00 13.25
111
3.50 16.90
82
2.25 20.90
74
14
.51 12.00 11.5
204
5.50 12.06
157
3.93 17.25
132
2.59 21.25
114
16
.52 13.00 12.5
260
5.98 13.25
194
3.98 17.50
170
2.62 21.50
150
18
.59 15.5 14.0
342
7.5 14.5
234
7.5 30.19
231
7.5 60.94
230
20
.60 17.0 15.5
456
8.5 16.88
341
8.5 35.19
349
8.5 71.07
355
24
.62 20.0 18.5
636
9.0 18.12
450
9.0 37.69
459
9.0 76.12
459
Joint dimensions in inches for mechanical joint fittings
WEIGHTS DO NOT
INCLUDE JOINT MATERIAL
OR CEMENT LINING
4 Griffin Pipe Products Co.
I
MJ x FE 1/4 Bend
1)
,1�1.e s�o .
�$IZ�
#
9 S'.
4
.35
.50
6.5
28
6
.37
6.5
8.0
46
8
.39
7.5
9.0
71
10
.41
9.5
11.0
121
12
.43
10.5
12.0
155
14
.51
12.0
14.0
227
16
.52
13.0
15.0
280
1)

T-
-Tees C7-�
Jr
fir_ a 14 T._
MJ x Swivel Tee
nffin Pipe Products Co.
MJ x FE Tee
4
35
.35 4 4
56
6x4
.37
.35 5.25 5
72
6
8x4
.37
.39
.37 6.25 6.25
.35 5.25 6.5
10
8x6
.39
.37 6 7.25
11
8
.39
.39 7.25 7.25
113
10x4
.41
.35 4 7.5
10x6
.41
.37 5 8.75
12.5
113
10x8
.41
.39 6.5 8.50
150
10
.41
.41 7.5 7.5
swivel gland
12x4
.43
.35 4 8.75
206
12x6
.43
.37 5 9.75
13.5
235
12x8
.43
.39 6.5 9.5
15
12x10
.43
.41 7.5 8.75
239
12
.43
.43 8.75 8.75
274
14x6
.51
.44 6.5 10.5
14x8
.51
.45 7.5 10.5
272
278
14x10
.51
.46 8.5 10.5
286
14x12
.51
.47 9.5 10.5
14x14
.51
.51 10.5 10.5
445
16x6
.52
.45 6.5 11.5
17
305
16x8
.52
.46 7.5 11.5
16x10
.52
.47 8.5 11.5
414
16x12
.52
.48 9.5 11.5
497
16x14
16x16
.52
.52
.51 10.5 11.5
.52 11.5 11.5
18x6
.59
.44 6.5 12.5
425
458
18x8
.59
.45 7.5 12.5
505
18x10
.59
.47 8.5 12.5
18x12
.59
.49 9.5 12.5
601
18x14
.59
.56 10.5 12.5
733
18x16
.59
.57 11.5 12.5
18
.59
.59 12.5 12.5
20x6
20x8
.60
.60
.44 6.5 14.0
.45 8.0 14.0
20x10
.60
.47 9.0 14.0
20x12
.60
.49 10.0 14.0
20x14
.60
.56 11.0 14.0
20x16
.60
.57 12.0 14.0
20x18
.60
.59 13.0 14.0
20
.60
.60 14.0 14.0
24x6
.62
.44 7.0 16.0
21.5
24x8
24x10
.62
.62
.45 8.0 16.0
.47 9.0 16.0
24x12
.62
.49 10.0 16.0
24x14
.62
.56 11.0 16.0
24x16
.62
.57 12.0 16.0
2408
.62
.59 13.0 16.0
24x20
.62
.60 15.0 17.0
24
.75
.75 17.0 17.0
nffin Pipe Products Co.
MJ x FE Tee
H H
LI I
i
Cross
67
86
107
117
205
224
261
460
42
60
87
81
103
120
93
106
131
150
114
129
163
181
195
218
246
273
280
335
273
296
316
335
378
386
IN
35
56
8
70
68
72
9
85
92
98
al
11
97
109
113
131
97
12
119
113
140
150
Includes
160
swivel gland
182
183
206
229
235
260
15
219
233
239
256
274
317
348
272
278
293
286
349
415
445
448
305
355
410
414
475
497
558
567
19.0
425
458
446
505
514
585
601
632
733
870
H H
LI I
i
Cross
67
86
107
117
205
224
261
460
42
60
87
81
103
120
93
106
131
150
114
129
163
181
195
218
246
273
280
335
273
296
316
335
378
386
IN

I
Reducers
141 r ` r L
1 _ _
T, T T,
T
MJ Reducer MJ SEB
6x4 .37 .35 4.0 9.5
8x4 .39 .35 5.0 10.5 1
8x6 .39 .37 4.0 9.5
10x4 .41 .35 7.0 12.5 1
10x6 .41 .37 5.0 10.5 1
10x8 .41 .39 4.0 9.5
12x4 .43 .35 9.0 14.5 1
12x6 .43 .37 7.0 12.5 1
12x8 .43 .39 5.0 10.5 1
12x10 .43 .41 4.0 9.5
14x6 .51 .43 9.0 17,0 1
14x8 .51 .45 7.0 15.0 1
14x10 .51 .47 5.0 13.0 1
14x12 .51 .49 4.0 12.0
16x6 .52 .43 11.0 19.0 1
16x8 .52 .45 9.0 17.0 1
16x10 .52 .47 7.0 15.0 1
16x12 .52 .49 5.0 13.0 1
16x14 .52 .51 4.0 12.0 1
18x12 .59 .49 10.0 15.5 1
18x14 .59 .56 8.0 16.0 1
18x16 .59 .57 7.0 12.5 1
20x12 .60 .49 12.0 17.5 1
2004 .60 .56 10.0 18.0 1
2006 .60 .57 8.0 13.5 1
20x18 .60 .59 7.0 15.0 1
24x12 .62 .49 16.0 21.5 2
24x14 .62 .56 14.0 22.0 22
2406 .62 .57 12.0 17.5 17
24x18 .62 .59 10.0 18.0 1
24x20 .62 .60 8.0 13.5 1
L
T I'- Lz ---j
Adapters !
t
T
MJ x FE MJ x PE
Siie ;
Diijlens o
��1,1
a gait
24
L
1 x:f `FEzP,_
4
.35 6 12
24 24
6
.37 6 12
36 33
8
.39 6 12
52 52
10
.41 6 12
67 69
12
.43 6 12
80 88
14
.51 6 12
126 127
16
.52 6 12
166 149
L
Plugs and Caps
�- -j
T T
T T, T T
MJ LEB MJ PE x PE MJ Plug Solid/Tapt MJ Cap Solid/TapT
9.5
15.0
29
24
27
24
0.5
16.0
35
34
35
32
9.5
15.0
40
37
39
36
2.5
18.0
45
46
46
46
0.5
16.0
49
48
46
48
9.5
15.0
51
52
50
50.
4.5
20.0
58
61
59
58
2.5
18.0
64
58
60
60
0.5
16.0
64
62
60
60
9.5
15.0
65
62
62
64
4.5
22.5
101
110
112
109
2.5
20.5
101
104
108
101
0.5
18.5
103
102
100
96
9.5
17.5
106
95
100
99
6.5
24.5
124
131
135
128
4.5
22.5
128
128
136
132
2.5
20.5
126
128
128
123
0.5
18.5
120
123
119
113
2.0
20.5
143
120
138
133
4.0
19.5
174
150
185
150
6.0
24.0
190
181
200
185
2.5
18.0
196
160
170
150
6.0
21.5
209
175
205
165
8.0
26.0
208
198
205
195
3.5
19.0
211
190
205
170
5.0
23.0
233
220
225
210
0.0
22.5
287
275
295
250
.0
30.0
315
325
335
310
.5
23.0
307
290
290
255
8.0
26.0
312
310
315
300
3.5
19.0
315
275
271
250
Swivel x Solid Adapter
,S 5.ie ..l
Im
Lc""•'.
4
6
6
.55 13
.55 36
75
129
e
Dimensions - -
WeigF'ts",
a`
4
.63
4
10
10
6
.63
4
21
19
8
.63
4
29
27
10
.56
4
42
36
12
.63
4
57
45
14
.62
4
87
67
16
.62
4
104
93
18
.65
4
164
122
20
.66
4
153
162
24
.68
4
202
202
Push -On Plugs
Size
Dimensions - -
WeigF'ts",
T ' Max. Tap
4
.46 4
8
6
.46 4
17
8
.46 4
25
10
.56 4
34
12
.56 4
48
14
.66 4
110
16
.70 4
99
18
.75 4
180
20
.80 4
220
24
.89 4
315
WEIGHTS DONOT
INCLUDE JOINT MATERIAL
OR CEMENT LINING
Griffin Pipe Products Co. 7

Ductile Glands
4
6
8
10
12
16
20
31
43
50
'
"T"
rIr ign
erg's..:.
Bolts and Nuts
.4
z
'
3/4 x 3112 .84
.8
3/4 x 4 .95
.8
3/4 x 41/2 1.06
10
3/4 x 5 1.17
1.5
12
1.1
1.8
Gaskets
rz
..ei9
rIr ign
erg's..:.
4
.4
.6
6
.6
.8
8
.8
1.2
10
.9
1.5
12
1.1
1.8
14
1.2
16
1.5
18
1.6
20
1.8
24
2.1
MW *Transition from ductile to steel
I
i
Griffin Pipe Products Co. 11

•'
2.9
FFM -
i
s65-
5�2"
7i �
,��
2 To P 9iF cTrd�/
-3 TP -5Fc7/0n1 "x " = I2"
art
' r -A
r
T ER
ii_ r
3%2" .4
h\
,LUQ S
1�
f:,e 14%9 5
�. wclGMT
DEWEY BILON-CIPS., Inc.
°Ti E'T
4°i3 -7L
CLA.!)
�V
MUNICtOA1.A CONSTIIUCT10A1 c�IPKi
GOLDsBCRO. H. C.
Additions Inforrnatl
On Reverse
!p1Af,

1
V1
When ordering Mueller° AWWA Gate Valves, specify the following:
1. Quantity 5. Horizontal or vertical installation
If more than one size, quantity of each. All gate valves in sizes 16" through 36" for
2. Size vertical installation are furnished with a
shoe on each side of the disc assembly
Shown on pages E1-2,3. for guiding the disc assembly throughout
3. Catalog number its travel. All valves 16" and larger for
horizontal Installations are furnished with
Shown on pages E1.2, 3. rollers which travel on a bronze track in
4. Special catalog number suffix the body and bonnet. These rollers sup -
If gearing, grease case, by-pass valve port the weight of the disc assembly
throughout Its travel.
and/or position indicator are required, a
special suffix number is added to the 6. Direction of opening
catalog number. See page E1-4 for Usually left (counter -clockwise). Where
instructions. previous valves open right (clockwise),
new valves should open in the same direc-
tion. (Wrench nuts bn valves that open to
the right are painted red for identification.)
( it A'-n�"D -Zo
0 k
A -23-60- 20
7. Method of operation
2" square wrench nut or handwheel is
available. Handwheel is standard on NRS
valves with flanged or screwed ends; on
all other NRS valves, the 2" square wrench
nut is standard. Specify which method of
operation is required.
2" �-� - Lu� -
�MVELLER CO. DECATUR, ILL.E
Rev &N

F,
Mueller"` AWWA Gate Valves — iron body, bronze mounted, double
disc, parallel seat, NRS or OS&Y types
Mueller AWWA Gate Valves
Mechanical
With bolts,
A-2380.20
•
r
✓
✓
,�
,�
,�
,�
,�
,�
,�
✓
�,
r
r
✓
joint both
glands and
ends
rubber gaskets
With bolts,
A-2380.21
•
✓
r
r
r
r✓
r
r
✓
r
glands and lead
tipped gaskets
With bolts, set
A-2380-22
•
r
✓
r
r
✓
r
✓
✓
r
r
screws in glands
for bonding and
rubber gaskets
Without bolts,
A-2380.23
•
r
✓
✓
✓
,,
r
,,
,,
,,
,,
r
r
✓
r
r
glands and
gaskets
Mechanical
With bolts,
A-2380-16
•
,�■
,�■
,�■
r
r
r
r
joint by
gland and
flanged ends
rubber gasket
With bolts,
A-2380-17
•
r■
r■
r■
gland and lead
tipped gasket
With bolts, set
A-2380.18
•
�■
r■
r■
screws in gland
for bonding and
rubber gasket
Without bolts,
A-2380.19
•
r■
r■Ir■
r
r
r
✓
gland and
l
gasket
!
Mueller
With Slip -On
A-2380.38
•
r
r
r
r
r
r
Slip -On Joint
Gaskets
both ends
Without gaskets
A-2380-40
•
r
r
r
r
r
r
r
r
Mueller
With Slip -On
A-238041
•
r
r
r
Slip -On Joint
Gasket
r
r
by flanged
ends
Without gasket
A-238043
•
✓
r
r
r
r
D-150
With bolts,
H-862
•
✓
mechanical
glands and
r
r
r
r
joint both
duck -tipped
ends
rubber gaskets
With bolts,
H-863
•
✓
r
✓
r
,
glands and
plain rubber
gaskets
With bolts, set
H 868
•
✓
screws in glands
r
r
r
r
for bonding and
duck -tipped
rubber gaskets
With bolts, set
H-867
•
screws In glands
r
r
r
r
r
for bonding and
plain rubber
LONTINUEDON- E1-3
See page E1.5 for ordering instructions
Rev 6188

�J
1
11
MuellerO AWWA Gate Valves — iron body, bronze mounted, double
disc, parallel seat, NRS or OS&Y types
Select Mueller AWWA Gate Valves from charts on pages El -2 and El -3.
Working and test pressures
2"•12" sizes — 14" -36" sizes —
200 psi (1379 kPa) working pressure 150 psi (1034 kPa) working pressure
400 psi (2758 kPa) test pressure 300 psi (2068 kPa) test pressure
End connections available
Standard mechanical joint ends
Dimensions complying to AWWA
C111 and ANSI A21.11. Use with
cast iron, ductile iron and class 200
cast iron O.D. PVC plastic pipe.
D-150 mechanical joint ends
Available with two specially designed
gaskets to fit either of two diameters
of cast iron or ductile iron pipe:
• Duck -tipped rubber gasket for class
150 pipe
• Plain rubber gaskets for class D pit
cast pipe
Mueller Slip -On Joint Ends'
Complete with Mueller Slip -On
Gasket. Fits plain end of all cast: iron
pipe classes 150, 200 and 250 manu-
factured to ANSI A21.6 and ANSI
A21.8; ductile iron pipe manufactured
to ANSI A21.51; including the plain
end of all makes of cast iron or duc-
tile iron of the slip connection type.
Also fits AWWA C900 classes 150 and
200 cast iron O.D. PVC plastic pipe".
Asbestos -cement ends
Radial compression joint ends
Use with I.P. size PVC plastic pipe.t
Hub ends
Use with cast iron or ductile iron pipe
with end dimensions complying with
AWWA C110.
Threaded ends
With end dimensions complying to
ANSI B2.1.
Concrete pipe connection ends
For type P-381 reinforced concrete
cylinder pipe.
'Design and dimensions of the joint are
manufactured under license of U.S. Pipe
and Foundry Company.
"When using Cl O.D. PVC pipe, the
gaskets supplied by Mueller Co. must
be used with the valve. Gaskets sup-
plied with the pipe by the pipe manufac-
turer cannot be used with this valve
connection.
tValve end gasket groove configurations
and dimensions permit use of gaskets
produced by Johns Manville Corpora-
tion; Ethyl Corporation, Visqueen
Dlvision-Pipe Products; and the
Fllntkote Company.
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MWEL,LER CO. DECATUR, ILL.E
Rev 6M See page E1.5 for ordering instructions
Furnished less gaskets. For classes 150
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and 200 machined end A -C pipe (use
gaskets provided by pipe manufac-
turer). Also for AWWA C900 classes
100, 150 and 200 cast iron O.D. PVC
plastic pipe — 4' and 6' only (use
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Flanged ends
With flange dimensions and drilling
complying to ANSI B16.1, class 125.
Radial compression joint ends
Use with I.P. size PVC plastic pipe.t
Hub ends
Use with cast iron or ductile iron pipe
with end dimensions complying with
AWWA C110.
Threaded ends
With end dimensions complying to
ANSI B2.1.
Concrete pipe connection ends
For type P-381 reinforced concrete
cylinder pipe.
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manufactured under license of U.S. Pipe
and Foundry Company.
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gaskets supplied by Mueller Co. must
be used with the valve. Gaskets sup-
plied with the pipe by the pipe manufac-
turer cannot be used with this valve
connection.
tValve end gasket groove configurations
and dimensions permit use of gaskets
produced by Johns Manville Corpora-
tion; Ethyl Corporation, Visqueen
Dlvision-Pipe Products; and the
Fllntkote Company.
IJ
MWEL,LER CO. DECATUR, ILL.E
Rev 6M See page E1.5 for ordering instructions

✓ auaaay.•--
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Dimensions
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Size O.D. Max.O.D Length DR -14 DR -18 DR -25
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6" 6.900 9.25 6 .493 .383 .276
8"9.050 11.75 7 .646 .593 .362
10" 11.100 14.25 8 .793 .617 .444
12" 13.200 16.75 8 .943 .733 .528
iDual Durometer Pressure Gasket
— For PVC Pipe
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19HDA
MDA
IEHDAContract Bid Documents and Specifications for:
110,11
I)
191MA North Carolina Aquarium
T?41)A at Pine Knoll Shores
71DA Saltwater Intake Line Improvements
North Carolina Aquariums
IEP.
HDA
0. Box 0580
Atlantic Beach, N. C. 28512-0580
September 1996
Project No. 95222
Ellinwood Design Associates, Ltd.
/Architecture o Engineering o Planning
PO Box 10681 13 Raleigh, NC 27605 0 919.781.1083

Contract Documents and Specifications for:
North Carolina Aquarium at Pine Knoll Shores
Saltwater Intake Line Improvements
ENGINEER:
OWNER:
13•.t1Dtel
CARO(
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SE AL
r C-371
40 CIO
Ellinwood Design Associates, Ltd.
3801 Lake Boone Trail
P.O. Box 10681
Raleigh, North Carolina 27605
Telephone: [phone]
Contact: Craig B. Morgan, PE
North Carolina Aquariums
P. 0. Box 0580
Atlantic Beach, N. C. 28512.0580
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AL PROJ('GT ER DATE:
95222 - N. C. AQUARIUMS - SALTWATER INTAKE LINE
PROJECT NO. 95222
COPY NO.

TABLE OF CONTENTS
BID DOCUMENTS AND CONTRACT DOCUMENTS
00020
Invitation to Bid
00050
Proposal Form
00075
Additional Bidder's Certification
00100
Instructions to Bidders
00300
Bid Bond
00500
Agreement
00800
Special Conditions
SPECIFICATIONS
DIVISION 1 GENERAL REQUIREMENTS
01010
Summary of Work
01017
Site Maintenance and Clean -Up
01040
Coordination
01500
Construction Facilities and Temporary Controls
DIVISION 2
SITEWORK
02100
Site Preparation
02200
Earthwork
02665
Water Systems
95222 - N.C.AQUARIUMS SALTWATER INTAKE LINES PAGE 1 of 1

1
Notice is hereby given that:
SECTION 00020 INVITATION TO BID
State Construction Office
' N. C. Education Building, Suite 450
301 N. Wilmington Street
Raleigh, N. C. 27601-2827
t
will receive sealed bids for the construction of.
Fire Protection Water Line
for N.C. Aquariums at Pine Knoll Shores
Atlantic Beach, North Carolina 28512-0580
In accordance with drawings and specifications prepared by Ellinwood Design Associates, Ltd., Raleigh, North
Carolina and described in general as follows:
Furnish all plant, labor, equipment and material, and perform all work in connection with the complete
construction and installation of N. C. Aquariums Saltwater Intake and Discharge Lines in strict accordance with
these specifications and drawings and subject to the terms and conditions of the construction contract. The
project shall include the construction and installation of two 4" schedule 40 PVC, class 200 intake lines, two 2"
PVC, class 200 intake lines, and one 2" class 200 fresh water supply line, excavation, backfilling, grading,
disposal of excess materials, seeding and fertilizing of disturbed areas, cleanup, operation and testing of installed
system. The project shall include all required disconnections of existing lines being replaced by the above. The
project shall include all required connections of the above lines to existing lines as indicated on the drawings. The
project shall also include modifications to the existing Saltwater Discharge line which consist of relocating the
discharge point and removing portions of the existing discharge line. The major items of work to be furnished
and/or installed are briefly described as follows:
Construct, install, and connect approximately 700 linear ft, of a grouping of water lines consisting of the
following:
a. Two - 4 inch, schedule 40 PVC, class 200 water line with all fittings and thrust restraints
( saltwater supply to Aquarium holding tank for treated filtering )
b. Two - 2 inch, SDR 21 PVC, class 200 water line with all fittings and thrust restraints
( saltwater supply to Aquarium for untreated filtering )
c. One - 2 inch, SDR 21 PVC, class 200 water line with all fittings and thrust restraints
( freshwater supply from Aquarium to Dock )
2. Modify existing Saltwater Discharge Line to provide new discharge point as shown on the plans
a. Install 20 linear ft. of 10" PVC and connect to existing discharge line
b. Remove approximately 20 linear ft. of 10" VCP
c. If required as per plans, remove approximately 260 linear ft. of 10" VCP
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES
SECTION 00020 - PAGE 1 OF 2

U
' Sealed bids will be received in the State Construction Office at the following address:
State Construction Office ATTN: Michael Taylor
N. C. Education Building, Suite 450
301 N. Wilmington Street
Raleigh, N. C. 27601-2827
Until 2:00 P.M. Thursday, November_, 1996, and immediately opened and publicly read aloud.
Complete plans and specifications will be on file at the following locations:
' State Construction Office, Suite 450 N. C. Education Bldg, 301 N. Wilmington St., Raleigh, NC 27601-2827
[phone].
Ellinwood Design Associates, Ltd., 3801 Lake Boone Trail, P.O. Box 10681 Raleigh, NC 27605
[phone].
' F.W. Dodge, 1110 Navaho Drive, Raleigh N.C. 27609; [phone]
Plans and Specifications may be obtained from the engineer upon payment of a non-refundable $35.00 plan fee.
Each proposal shall be accompanied by a certified check drawn on a bank or trust company insured by the
Federal Deposit Insurance Corp. of an amount equal to not less than five percent (5%) of the proposal or in lieu
' thereof a bidder may offer a bid bond of five percent (5%) of the bid.
Date: State Construction Office By:
t
�1
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES SECTION 00020 - PAGE 2 OF 2
All to be
quantities are considered approximate and the contractor should verify quantity
needs based on plan
layout and site conditions.
'
The successful bidder shall be capable of following the anticipatory schedule:
Bid Openings:
November
1996
Award Bids:
November—,
_
1996
Notice To Proceed:
December
_, 1996
Contractor to Mobilize to Site:
December—,
1996
' Sealed bids will be received in the State Construction Office at the following address:
State Construction Office ATTN: Michael Taylor
N. C. Education Building, Suite 450
301 N. Wilmington Street
Raleigh, N. C. 27601-2827
Until 2:00 P.M. Thursday, November_, 1996, and immediately opened and publicly read aloud.
Complete plans and specifications will be on file at the following locations:
' State Construction Office, Suite 450 N. C. Education Bldg, 301 N. Wilmington St., Raleigh, NC 27601-2827
[phone].
Ellinwood Design Associates, Ltd., 3801 Lake Boone Trail, P.O. Box 10681 Raleigh, NC 27605
[phone].
' F.W. Dodge, 1110 Navaho Drive, Raleigh N.C. 27609; [phone]
Plans and Specifications may be obtained from the engineer upon payment of a non-refundable $35.00 plan fee.
Each proposal shall be accompanied by a certified check drawn on a bank or trust company insured by the
Federal Deposit Insurance Corp. of an amount equal to not less than five percent (5%) of the proposal or in lieu
' thereof a bidder may offer a bid bond of five percent (5%) of the bid.
Date: State Construction Office By:
t
�1
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES SECTION 00020 - PAGE 2 OF 2

SECTION 00050 PROPOSAL FORM
PROPOSAL FOR THE CONSTRUCTION OF SALTWATER INTAKE AND DISCHARGE LINES AT
N.C.AQUARIUMS AT PINE KNOLL SHORES, ATLANTIC BEACH, CARTERET COUNTY, NORTH CAROLINA
Advertisement Date: November—, 1996
State Construction Office
N. C. Education Building, Suite 450
301 N. Wilmington Street
Raleigh, N. C. 27601-2827
Gentlemen:
The undersigned bidder has carefully examined the Form of Contract, the Form of Contract Bonds, the
General Conditions, the Special Conditions, the Plans and Specifications, all of which are acknowledged to be a
part of the proposal, and the Proposal Form; and he has also carefully examined the site of the proposed work.
The undersigned Bidder agrees to bind himself on award to him by the State Construction Office under this
proposal, to execute within ten days, in accordance with such award, a contract with necessary surety bonds, of
which contract this proposal and the plans and specifications shall be a part, to provide all necessary machinery,
tools, labor, and other means of construction, and to do all the work and to furnish all materials, except as
otherwise noted, necessary to perform and complete the said Project within the time limit specified below. If any
unlicensed subcontractors are hired, the engineer must be imformed of this prior of award of bid.
In addition to all other agreements and assurances, the undersigned bidder understands and hereby agrees
as follows:
(1) The bidder agrees to begin work within 10 days from date of contract notice to proceed.
(2) The bidder represents and agrees to complete the entire project in the following number of
calendar days: 60 .
(3) The bidder shall identify all subcontractors who will be serving this project and wether or not the
subcontractor is licensed by the State of North Carolina.
Submitted this day of , 19 96.
Name of Bidder:
Address:
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES
SECTION 00050 - 1 OF 2

BID FORM
TO: North Carolina Aquarium at Pine Knoll Shores
P. O. Box 0580
Atlantic Beach, N. C. 28512-0580 '
Hereinafter called "Owner"
SCHEDULES OF PRICES
SALTWATER INTAKE AND DISCHARGE LINES
N.C.AQUARIUMS AT PINE KNOLL SHORES
Atlantic Beach, North Carolina
Item 1. New Saltwater Intake Lines : The construction and installation of two 4" schedule 40 PVC, class
200 intake lines, two 2" PVC, class 200 intake lines, and one 2" class 200 fresh water supply
line, including all required disconnections of existing lines being replaced by the above, and
including all required connections of the above lines to existing lines as indicated on the drawings,
complete -in-place with all ancillary components, as specified and as shown on the Plans, ready
for operation.
For the Lump Sum Price of: Dollars ($ )
Item 2. Modifications to Existing Discharge Line : The construction and installation of 20 linear ft of 10"
PVC, the removal of approximately 20 linear ft. of 10" VCP, and, if required by the project, the
removal of approximately 260 linear ft. of 10" VCP, complete -in-place with all ancillary components,
as specified and as shown on the Plans, ready for operation.
For the Lump Sum Price of: Dollars ($ )
Total Lump Sum Price: Dollars ($ )
(Items 1 and 2)
B. The undersigned bidder further proposes and agrees to commence the work promptly upon notice, with
an adequate force, and estimates that if awarded the work, to have the same substantially complete in 60
calendar days.
C. The undersigned acknowledges receipt of Addenda numbers:
D. Enclosed with this bid security in the amount of not less than 5% of the bidder's proposed Contract sum.
BIDDER:
Corporate Seal
Bid Date this
END OF BID FORM
day of , 19
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES
By:
Address:
License No.
License Type:
SECTION 00050 - 2 OF 2

ISECTION 00075 ADDITIONAL BIDDER'S CERTIFICATION
t
Acceptance of Terms
In submitting this Proposal, the undersigned agrees that this Bid will remain in effect for a period of 60 days
following the opening of the Bids, that the undersigned agrees to enter into a Contract with the Owner, if awarded,
on the basis of this Proposal, and that the undersigned agrees to complete the work in accordance with the
Contract Documents.
Non -Collusion in Bidding
The Bidder specifically agrees to abide by all applicable provisions of Article 3 of Chapter 133 of the North
Carolina General Statutes. By submission of this Bid, each Bidder and each person signing on behalf of any
Bidder certifies, and in case of a joint Bid each party thereto certifies as to its own organization, under penalty of
perjury, that to the best of knowledge and belief:
(1) The prices in this Bid have been arrived at independently without collusion, consultation, communication,
or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any
other Bidder or with any competitor;
(2) Unless otherwise required by Law, the prices quoted in the Bid have not been knowingly disclosed by the
Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other
Bidder or to any competitor; and
(3) No attempt has been made or will be made by the Bidder to induce any other person, partnership, or
corporation to submit or not to submit a Bid for the purpose of restricting competition.
Type of Business
The undersigned hereby represents that it is a (corporation, partnership, or an individual).
If a corporation, the undersigned further represents that it is duly qualified as a corporation under the Laws of the
State of North Carolina and it is authorized to do business in this state.
I
Firm Name
Authorized Signature
Title
Address of Firm
95222 N.C.AQUARIUMS FIRE LOOP
Date
Name of Project
SECTION 00075 - 1 OF 1

ISECTION 00100 INSTRUCTIONS TO BIDDERS
A. THE WORK
Saltwater Intake and Discharge Lines
for N.C. Aquariums at Pine Knoll Shores
Atlantic Beach, North Carolina 28512-0580
B. SECURING DOCUMENTS
Copies of the proposed Contract Documents may be obtained from:
Ellinwood Design Associates, Ltd.
3801 Lake Boone Trail,
P.O. Box 10681
Raleigh, North Carolina 27605
[phone]
upon conditions set forth in the Invitation to Bid.
C. BID FORM
In order to receive consideration, make all bids in strict accordance with the following:
(1) Make bids upon the forms provided therefore, properly signed and with all items filled out. Do not
change the wording of the Bid Form and do not add words to the wording of the Bid Form.
Unauthorized conditions, limitations or provisions attached to the bid shall be cause for rejection
of the bid. if alterations by erasure or interlineation are made for any reason, explain over such
erasure or interlineation with a signed statement from the bidder.
(2) No telegraphic bid or telegraphic modification of a bid will be considered. No bids received after
the time fixed for receiving them will be considered. Late bids will be returned to the bidder
unopened.
(3) Each bid shall be addressed to the Owner and shall be delivered to the Owner at the address given
in the Invitation to Bid on or before the day and hour set for opening of bids or deliver to the office
of the engineer or no later than 2 hours before the time of opening. Each bid shall be enclosed in
a sealed envelope bearing the title of the work, the name of the bidder and the date and hour of
the opening. Submit only the original signed copy of the bid. It is the sole responsibility of the
bidder to see that his bid is received on time.
D. BONDS
(1) Bid security in the amount stated in the invitation to bid must accompany each bid. The successful
bidders security will be retained until he has signed the Contract and has furnished the required
Certificates of Insurance.
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES SECTION 00100 - PAGE 1 OF 3

'1
(2) The Owner reserves the right to retain the security of all bidders until the successful bidder enters
into the Contract or until 60 days after bid opening, whichever is sooner. Other bid security will be
returned as soon as practical. If any bidder refuses to enter into a contract, the Owner may retain
his bid security as liquidated damages but not as penalty.
E. EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE OF WORK
t
1
F1
t
F",
Before submitting a bid, each bidder shall carefully examine the Drawings, read the Specifications, and all
other Contract Documents, and visit the site of the work. Each bidder shall fully inform himself prior to
bidding as to all existing conditions and limitations under which the work is to be performed and he shall
include in his bid a sum to cover all costs of all items necessary to perform the work as set forth in the
Contract Documents. No allowance will be made to any bidder because of lack of such examination or
knowledge. The submission of a bid shall be construed as conclusive evidence that the bidder has made
such examination.
F. PROOF OF COMPETENCY OF BIDDER
Any bidder may be required to furnish evidence satisfactory to the Owner that he and his proposed
subcontractors have sufficient means and experience in the types of work called for to assure completion
of the Contract in a satisfactory manner.
G. WITHDRAWAL OF BIDS
(1) Any bidder may withdraw his bid, either personally or by written request, at any time prior to
scheduled time for opening bids.
(2) No bidder may withdraw his bid for a period of 60 days after the date set for opening thereof, and
all bids shall be subject to acceptance by the Owner during this period.
H. AWARD OR REJECTION OF BIDS
The Contract, if awarded, will be awarded to the responsible bidder who has proposed the lowest Contract
Sum, subject to the Owner's right to reject any or all bids and to waive informality and irregularity in the bids
and in the bidding.
EXECUTION OF AGREEMENT
(1) The form of Agreement which the successful bidder will be required to execute is included in the
Project Manual.
(2) The bidder to whom the Contract is awarded by the Owner shall within fifteen (15) days after notice
of award and receipt of Agreement forms from the Owner, sign and deliver the Owner all required
copies.
(3) At or prior to delivery of the signed Agreement, the bidder to whom the Contract is awarded shall
deliver to the Owner those Certificates of Insurance required by the Contract Documents and such
Performance Bond as required by the Owner.
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES
SECTION 00100 - PAGE 2 OF 3

ul
(4) Bonds and Certificates of Insurance shall be approved by the Owner before the successful bidder
may proceed with the work. Failure or refusal to provide Bonds or Certificates of Insurance in a
form satisfactory to the Owner shall subject the successful bidder to loss of time from the allowable
construction period equal to the time of delay in furnishing the required material.
J. INTERPRETATION OF CONTRACT DOCUMENTS PRIOR TO BIDDING
(1) If any person contemplating submitting a bid for construction of the work is in doubt as to the true
meaning of any part of the Contract Documents, or finds discrepancies in or omissions from any
part of the Contract Documents, he may submit to the Engineer a written request for interpretation
thereof not later than seven days before bids will be opened. The person submitting the request
shall be responsible for its prompt delivery.
(2) Any interpretation or correction of the Contract Documents will be made only by Addendum and
will be mailed or delivered to each bidder of record. The Owner will not be responsible for any
other explanations or interpretations of the Contract Documents.
K. CONSTRUCTION TIME AND LIQUIDATED DAMAGES
.
(1) The Agreement will include a stipulation that the work be completed in a period of 180 calendar
days following receipt of Notice to Proceed.
(2) It is not the intent of the Owner to assess the Contractor liquidated damages. However, if the
Contractor should extend beyond the allotted construction peroid, without prior consent, the
engineering costs incurred due to extended construction management services may be deducted
from the contractors retainage. Further, in the event that the Contractor is not performing to the
Owner's satisfaction, the Owner reserves the right to remove and replace the Contractor and
compensate the Contractor for the work performed to date.
END OF INSTRUCTIONS TO BIDDERS
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES SECTION 00100 - PAGE 3 OF 3
F

SECTION 00300 BID BOND
NORTH CAROLINA BID BOND
KNOW ALL MEN BY THESE PRESENTS, THAT WE
as PRINCIPAL, and as SURETY, who is duly
licensed to act as corporate surety in North Carolina, are held and firmly bound unto North Carolina Aquarium
at Pine Knoll Shores as Obligee, in the penal sum of DOLLARS, as (5%)
Bid Bond, lawful money of the United States of America, for the payment of which well and truly to be made,
we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly
by these presents.
SIGNED, sealed and dated this _ day of , 19_. The condition of this obligation is such, that
whereas, the said Principal is herewith submitting the attached proposal for Saltwater Intake and Discharge Lines:
North Carolina Aquarium at Pine Knoll Shores, Atlantic Beach, North Carolina and the principal desires to file this
Bid Bond in lieu of making the cash deposit as required by G. S. 143-129, as amended.
NOW, THEREFORE, THE CONDITION OF THE ABOVE OBLIGATION is such, that if the principal shall be
awarded the contract for which the bid is submitted and shall execute the contract and give bonds for the faithful
performance thereof, and the payment of all sums due for labor and materials, within ten days after the award of
same to the principal, then this obligation shall be null and void; but if the principal fails to so execute such contract
and give bonds as required by G. S. 143-129, as amended, the Surety shall, upon demand, forthwith pay to the
Obligee the amount set forth in the first paragraph hereof, and upon failure to forthwith make such payment, the
Surety shall pay the Obligee an amount equal to double the amount of this bid as set forth in the first paragraph
hereof. Power of Attorney from the Surety to its Attorney -in -Fact is attached hereto.
1 IN WITNESS WHEREOF, the above bound parties have executed this instrument under their several seals on
the date indicated above, the name and corporate seal of each corporate party being hereto affixed and these
presents duly signed by its undersigned representative, pursuant to authority of its governing body.
Name of Principal
(IF APPLICABLE)
By:
ATTEST: (Indicate Capacity)
By.
(Indicate Capacity) (AFFIX CORPORATE SEAL IF APPLICABLE)
Name of Corporate Surety
' By:
Attorney -in -Fact
(Attach Power of Attorney)
Fi
95222 N.C.AQUARIUM SALTWATER INTAKE LINES SECTION 00300 - PAGE 1 OF 1

AGREEMENT
NORTH CAROLINA
CHATHAM COUNTY
THIS CONTRACT is made and executed by and between North Carolina Aquarium at Pine Knoll Shores,
hereinafter designated as the "OWNER" and; Inc. hereinafter designated as the
"CONTRACTOR":
WITNESSETH:
That pursuant to the provisions of Chapter 143-128 et seq., as amended, of the General Statutes of North
Carolina, proposals were invited by advertisement in accordance with law for the construction of the improvements
hereinafter referred to. All proposals having been duly opened and recorded as provided by the law, the State
Construction Office at a meeting on the _ day of , 1996, awarded the contract for said construction to the
aforesaid CONTRACTOR, the contractor's proposal being a part of this contract:
NOW, THEREFORE, in consideration of the mutual covenants hereinafter set forth, the OWNER and the
CONTRACTOR agree as follows:
A. DESCRIPTION OF WORK
(1) The CONTRACTOR, at his (its) own proper cost and expenses and with skill and diligence, shall
furnish all labor, tools, materials, and equipment, and do all things necessary for the proper
construction and completion ready for use of the following improvements:
Work to be performed under this contract shall include the following: (and information included in
Division 1 of the Technical Specifications)
a. Furnish all materials and labor for the installation of the fire protection water line, including:
surveying for properly locating all proposed improvements; removal and
relocation/replacement of obstructions; temporary erosion and sedimentation control,
clearing and grubbing of vegetation; removal and relocation/replacement of obstructions;
excavation; backfilling; grading; boring; road and parking area repair; legal disposal of
excess materials; repair of any damages; fertilizing and seeding of disturbed areas;
cleanup; and operation and testing of the installed system.
b. The work of this agreement shall consist of that which is set out in Item 1 of the Bid Form
which shall be incorprated into this document and made a part thereof.
(2) Installation, performance and practice in strict accordance with, and as shown in the
specifications, schedules, drawings and other documents set forth herein or incorporated
by reference as follows:
a. Drawings prepared by Ellinwood Design Associates, Ltd. numbered Cover Sheet,
C1, dated, and entitled "Saltwater Intake and Discharge Lines" N. C. Aquariums,
Pine Knoll Shores, North Carolina. The originals of such specifications, schedules,
drawings and other documents are on file in the office of the Engineer, Ellinwood
Design Associates, Ltd., 3801 Lake Boone Trail, P.O. Box 10681, Raleigh, North
Carolina 27605. The CONTRACTOR shall further perform in accordance with the
directions (not inconsistent therewith) given from time to time during the construction
by the ENGINEER or such other official, employee, or other agent of the OWNER
as the OWNER may designate.
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES SECTION 00500 -1 OF 3

B. GENERAL OBLIGATIONS OF THE CONTRACTOR
The CONTRACTOR will accept the prices specified in this Contract and in the proposal in full compensation
and satisfaction for the performance of this Contract and as consideration of this Contract. The CONTRACTOR
shall be responsible for all loss of every kind and nature which may arise out of or on account of the performance
of the work required by this Contract, and for all risks of every description connected with the said work; and the
CONTRACTOR shall be responsible for well and faithfully completing the whole work according to the plans and
specifications and the terms and conditions of this Contract.
C. TIME OF COMMENCEMENT AND COMPLETION
The work required by this Contract shall be commenced by the CONTRACTOR as set forth in Item 2 of the
proposal form and the entire work shall be complete not later than 60 days from the date of the Notice to
Proceed.
D. QUALITY AND WORKMANSHIP
All work under this Contract shall be completed and performed to the satisfaction of the OWNER; and the
Engineer or of such other official, employee or agent as may be designated by each of the aforementioned parties.
Said designated official, employee or agent shall in all cases of dispute determine the quantity, quality,
acceptability and fitness of the work and materials and of several portions thereof which are to be paid for under
this Contract and shall decide and determine all questions which may arise as to the measurements, lines, levels
and dimensions of the work and all questions respecting the true construction, interpretation or meaning of the
plans and specifications. In case of dispute between the CONTRACTOR and the said official, employee, or agent
of the OWNER, the decision and determination of the latter shall be taken, and shall be final and conclusive.
E. COMPENSATION
In consideration of the performance of this Contract and the full completion for the work required of the
CONTRACTOR by the terms and conditions of this Contract, the OWNER agrees to pay to the CONTRACTOR
the unit prices and lump sum prices bid by the CONTRACTOR in his proposal payable as follows: Partial
payments will be made to the CONTRACTOR by the OWNER every thirty days after work is commenced to the
extent of ninety percent of the work then completed as estimated by the Engineer or other representatives
designated by the OWNER. Final estimate of the amount due to the CONTRACTOR will be made within thirty
days after the certified completion and final acceptance of all the work required by the Contract. Payment to the
CONTRACTOR by the OWNER of the amounts so determined to be due, in accordance with this Contract, shall
relieve the OWNER from all claims for work done and materials and equipment furnished under this Contract.
It is further mutually agreed between the parties that no estimate or partial payment made under this
Contract shall be conclusive evidence of the performance of this Contract, either wholly or in part, and that no such
payment shall be construed to be an acceptance of defective work or improper materials.
F. CONTRACTOR'S WARRANTIES
The CONTRACTOR, in executing this Contract, warrants that he will be responsible for the maintenance
or correction of any work completed under this Contract that may become defective due to faulty workmanship
or materials for a period of one year after final acceptance of the work performed.
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES SECTION 00500 - 2 OF 3

G. AMENDMENTS AND MODIFICATIONS
The following additional provisions and/or changes in the foregoing provisions of the Contract have been
made in this Contract prior to its execution:
H. INCORPORATION OF DOCUMENTS
All documents and other items physically attached to this CONTRACT and all other documents incorporated
hereinto by reference are to be considered fully a part of the CONTRACT, such items including the following:
X Invitation to Bid & Description of Work
X Proposal Form
X Additional Bidder's Certification
X Instruction To Bidders
X Bid Bond
X Bid Form
X Agreement
X Acknowledgements
X General Conditions of the Contract for Construction
X Special Conditions
X Technical Specifications
X Drawings
THIS CONTRACT is entered into this, the _ day of , 19 95 .
(PLEASE THOROUGHLY EXECUTE AND ACKNOWLEDGE THIS INSTRUMENT)
THE CONTRACTOR THE OWNER
(Name)
By: -
(Subscribe and indicate capacity)
(IF CORPORATE)
ATTEST:
By:
(Ass't) Corporate Secretary
(AFFIX CORPORATE SEAL)
North Carolina Aquarium at Pine Knoll Shores
By:
By:
Title:
ATTEST:
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES SECTION 00500 - 3 OF 3

SECTION 00800 SPECIAL CONDITIONS
The following supplements modify the "General Conditions of the Contract for construction," PENC Document B-1
May (1987). Where a portion of the General Conditions is modified or deleted by these supplementary conditions,
the unaltered portions of the General Conditions shall remain in effect.
A. DEFINITIONS
OWNER
Whenever the word "OWNER" appears in the CONTRACT DOCUMENTS, it shall be construed to mean
State Construction Office, North Carolina and/or its authorized representative.
ENGINEER
Whenever the word "ENGINEER".appears in the CONTRACT DOCUMENTS, it shall be construed to mean
Ellinwood Design Associates, Ltd., of Raleigh, North Carolina and/or its authorized representative.
NCDEM
Whenever the word "NCDEM" appears in the CONTRACT DOCUMENTS, it shall be construed to mean
the North Carolina Department of Environmental Management and/or its authorized representative.
B. COPIES OF DOCUMENTS
The Contractor will be furnished free of charge 3 copies of drawings and specifications. Additional sets
will be furnished at the cost of reproduction, postage, and handling.
C. INSURANCE
Owner Protective Insurance:
(1) The Contractor shall indemnify the Owner and others through his provision and maintenance of
such insurance and amounts given below:
a. Worker's Compensation:
I(1)
State: North Carolina Statutory
(b) Applicable Federal Statutory
(c) Employer's Liability
100,000 per Accident
$500,000 Disease, Policy Limit
$100,000 Disease, Each Employee
1 95222 - N.C. AQUARIUMS SALTWATER INTAKE LINES SECTION 00800 - 1 OF 4

(2) Comprehensive or Commerical General Liability (including Premises -Operations; Independent
Contractors' Protective; Products and Completed Operations; Broad Form Property Damage):
a. Bodily Injury:
$ 75.000 Each Occurence
$ 1,500,000 Aggregate
b. Property Damage: included in Bodily Injury Limits
$ 200.000 Each Occurence
$ 400.000 Aggregate
C. Products and Completed Operations to be maintained for one year after final payment:
$1,500.000 Aggregate
d. Property Damage Liability Insurance shall provide X, C and U coverage.
e. Broad Form Property Damage Coverage shall include Completed Operations.
(3) Contractural Liability:
a. Bodily Injury:
$ 750.000 Each Occurence
$ 1,500,000 Aggregate
b. Property Damage
$ 200,000 Each Person
$ 400.000 Aggregate
(4) Personal Injury, with Employment Exclusion deleted:
$1,500.000 Aggregate
(5) Business Auto Liability (including owned, non -owned and hired vehicles)
a. Bodily Injury:
$ 750,000 Each Person
$ 750.000 Each Occurence
b. Property Damage:
$ 200.000 Each Occurence
95222 - N.C. AQUARIUMS SALTWATER INTAKE LINES
1]
SECTION 00800 - 2 OF 4

(6) If the General Liability coverages are provided by a Commercial Liability policy, the:
a. General Aggregate shall be not less than $1.500.000 and it shall apply, in total, to this
Project only.
b. Fire Damage Limit shall be not less than $1.500.000 on any one Fire.
Medical Expense Limit shall be not less than $5,000 on any one person.
(7) Umbrella Excess Liability:
$1,000,000 over primary insurance
10,000 retention for self-insured hazards each occurence.
Railroad Protective Insurance: (If Applicable)
(1) The Contractor shall indemnify the Railroad from liability and shall be required to carry the following
insurance coverages and certifications:
(a) General Liability with a combined single limit of $1,000,000 each occurence.
(b) Railroad Protective Liability with limit of $2,000,000 each occurence and an aggregate limit
of $6,000,000.
(2) The Contractor may purchase railroad protective liability insurance via a master policy obtained
by the Railroad. Information concerning insurance may be directed to Mr. David W. Fries, ARM,
Manager Insurance at [phone].
D. BONDS (If Applicable)
Bid Bond
(1) Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the
total amount of the BID. As soon as the BID prices have been compared, the OWNER will return
the BONDS of all except the three lowest responsible BIDDERS. When the Agreement is
executed, the BONDS of the two remaining unsuccessful BIDDERS will be returned.
Attorneys -in -fact who sign BID BONDS and performance BONDS must file with each BOND a
certified and effective dated copy of their power of attorney.
Performance Bonds
(1) Payable to OWNER:
The successful BIDDER will receive a NOTICE OF AWARD from the OWNER within ten (10)
calendar days following the public opening of bids. The NOTICE OF AWARD shall be
accompanied by the necessary AGREEMENT and Certificates. Within ten (10) calendar days
following delivery of NOTICE OF AWARD by the OWNER, the party to whom the CONTRACT is
awarded will be required to execute the AGREEMENT and deliver it to the OWNER along with one
of the following:
(a) a PERFORMANCE BOND equal to not less than 100 percent of the CONTRACT price
(b) other surety in the form of certified check, cashier's check, certificate of deposit, or other
security acceptable to the OWNER as a substitute performance bond.
95222 - N.C. AQUARIUMS SALTWATER INTAKE LINES
SECTION 00800 - 3 OF 4

I
The total of all instruments shall equal not less than 100 percent of the CONTRACT price and shall
be made payable to the OWNER upon failure of the party to whom the CONTRACT is awarded
to fully execute the requirements and conditions as described in the CONTRACT DOCUMENTS.
The OWNER within ten (10) days of receipt of acceptable performance BOND, and Agreement
signed by the party to whom the Agreement was awarded shall sign the Agreement and return to
such party an executed duplicate of the Agreement. Should the OWNER not execute the
Agreement within such period, the BIDDER may by WRITTEN NOTICE withdraw his signed
Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the OWNER.
The NOTICE TO PROCEED shall be issued within ten (10) days of the execution of the Agreement
by the OWNER. Should there be reasons why the NOTICE TO PROCEED cannot be issued
within the ten (10) day period or within the period mutually agreed upon, the CONTRACTOR may
terminate the Agreement without further liability of the part of either party.
E. SOIL EROSION AND SEDIMENTATION CONTROL
(1) The Contractor shall perform all construction activities in accordance with the latest version of
"Erosion and Sediment Control Planning and Design Manual".
(2) The following minimal mandatory standards of N.C.G.S. 113A-50 through 71, and N.C.A.C. Title
IEND OF SECTION
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1 95222 - N.C. AQUARIUMS SALTWATER INTAKE LINES
SECTION 00800 - 4 OF 4
15, Chapter 4 are made a part of the construction contract:
(a) A buffer zone sufficient to restrain sedimentation must be maintained between the land -
disturbing activities and any adjacent property or watercourse.
(b) All new or affected slopes must be at an angle that can be retained by vegetative cover and
exposed slopes must be provided with a ground cover sufficient to restrain erosion within
30 working days of completion of any phase of rough or final grading.
(c) A permanent ground cover sufficient to restrain erosion must be provided within the shorter
of 30 working days or 120 calendar days after completion of construction or development.
(3) The Contractor shall arrange a pre -construction conference to discuss the Erosion and Sediment
Control requirements of the project. The Contractor shall notify the Owner, the Engineer, and Mr.
Dan Sams of the Land Quality Section of NCDEHNR at [phone] of the place and time of
the meeting.
IEND OF SECTION
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1 95222 - N.C. AQUARIUMS SALTWATER INTAKE LINES
SECTION 00800 - 4 OF 4

TECHNICAL SPECIFICATIONS
DIVISION 1 - GENERAL
SECTION 01010: SUMMARY OF WORK
1 - SCOPE OF WORK
a. General: The work covered by this specification consists of furnishing all plant, labor, equipment
and material, and performing all work in connection with the complete construction and installation of N. C.
Aquariums Saltwater Intake Line and modifications to the existing Saltwater Discharge Line in strict
accordance with these specifications and drawings and subject to the terms and conditions of the construction
contract. The project shall include the construction and installation of two 4" schedule 40 PVC, class 200
intake lines, two 2" PVC, class 200 intake lines, and one 2" class 200 fresh water supply line. The project
shall include all required disconnections of existing lines being replaced by the above. The project shall
include all required connections of the above lines to existing lines as indicated on the drawings. The project
shall also include modifications to the existing Saltwater Discharge line which consist of relocating the
discharge point and removing portions of the existing discharge line. The major items of work to be furnished
and/or installed are briefly described as follows:
1. Construct, install, and connect approximately 700 linear ft. of a grouping of water lines consisting
of the following:
a. Two - 4 inch, schedule 40 PVC, class 200 water line with all fittings and thrust restraints
( saltwater supply to Aquarium holding tank for treated filtering )
b. Two - 2 inch, SDR 21 PVC, class 200 water line with all fittings and thrust restraints
( saltwater supply to Aquarium for untreated filtering )
c. One - 2 inch, SDR 21 PVC, class 200 water line with all fittings and thrust restraints
( freshwater supply from Aquarium to Dock )
2. Modify existing Saltwater Discharge Line to provide new discharge point as shown on the plans
a. Install 20 linear ft. of 10" PVC and connect to existing discharge line
b. Remove approximately 20 linear ft. of 10" VCP
c. If required as per plans, remove approximately 260 linear ft. of 10" VCP
All quantities are to be considered approximate and the contractor should verify quantity needs based on plan
layout and site conditions.
b. Order of Construction:
Contractor shall coordinate with the Aquarium staff the desired locations of connections of
all supply lines being installed by this contract.
Contractor shall disconnect the existing discharge line at station 14+00 and install and
connect the new discharge line as shown on the drawings. The contractor shall advise the
Aquarium staff of the disconnection prior to execution.
95222 - N.C.AQUARIUMS SALTWATER INTAKE LINES
DIVISION 1 PAGE 1

TECHNICAL SPECIFICATIONS
3. Contractor shall verify in the field the proper orientation of the existing 10" VCP jointing to
allow for installation as shown in Orientation Detail 2 of the drawings.
4. Contractor shall disconnect the existing supply lines as provided in item 1.
5. Contractor shall install the new intake and supply lines as shown on the plans. Slight
deviations in alignment are allowed to avoid removal of significant trees or other vegetation.
Contractor shall backfill trench with 6" compacted lifts of material free of root debris.
6. Contractor shall provide fitting restraints as shown on the plans at all bends 22.5 degrees or
greater.
7. Contractor shall check all new connections for leakage prior to backfilling. Contractor shall
immediately correct all leaks.
8. Contractor shall provide all connections to all installed intake and supply lines as shown on
the plans.
After thrust blocks have sufficiently hardened, contractor shall close the gate valves and
pressure test each new water line as described in Section 2265, item 7 Testing. All pressure
testing shall be accomplished in the presence of the Engineer or his representatives.
10. All disturbed areas shall be graded and restored as directed in the specifications.
c. Record Drawings: The Contractor shall keep a complete and up to date record in red pencil of any
and all changes made during construction on one set of plans and specifications. At the completion
of the work, the Contractor shall furnish Record Drawings indicating the final location of all structures,
piping, property lines, etc. The Record Drawings shall also show the size and elevation of all piping,
finish grades, and elevation of all structures. Copy shall be turned over to owner prior to final payment.
Record drawings for the water line shall locate all main line bends, valves, tees, fire hydrants, and
crossing lines and structures by measurements relative to the traverse line shown. Record drawing
shall indicate final elevations and location of service fittings along the main line.
d. Relocation and Replacement of Existing Facilities: Existing structures or features in conflict with
installation of any portion of the contract work shall be temporarily removed and relocated during
construction operations. Damage to structures or features from failure to relocate shall be the
responsibility of the Contractor and shall be repaired or replaced at the Contractor's expense.
Following construction completion, all relocated structures and features shall be returneded to their
original position and replaced in an equal or superior condition than previously existing.
2 - SITE INFORMATION
a. Location and Construction Limits: The Contractor shall confine his construction operations within
the property of N. C. Aquariums which defines the contract limits. Under no circumstances shall
construction operations occur on property outside of the aforementioned contract limits.
The Contractor shall be responsible for the preservation and protection of property adjacent to the
work site against damage or injury as a result of his operations under this Contract. Any damage or
injury occurring on account of any act, omission, or neglect on the part of the Contractor shall be
restored in a proper and satisfactory manner or replaced by and at the expense of the Contractor to
95222 - N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 1 • PAGE 2

TECHNICAL SPECIFICATIONS
an equal or superior condition than previously existed.
In the event of any claims for damage or alleged damage to property as a result of work under this
contract, the Contractor shall be responsible for all costs in connection with the settlement of or
defense against such claims. Prior -to commencement of work in the vicinity of property adjacent to
the work site, the Contractor, at his own expense, shall take such surveys as may be necessary to
establish the existing condition of the property. Before final payment can be made, the Contractor
shall furnish satisfactory evidence that all claims for damage have been legally settled or sufficient
funds to cover such claims have been placed in escrow, or that an adequate bond to cover such
claims has been obtained.
b. Existing_ Utility Lines: The term existing utilities shall be deemed to refer to both publicly -owned and
privately -owned utilities such as electric power and lighting, telephone, water, gas, storm drains, and
sanitary sewers, and all appurtenant structures. Where existing utilities and structures are indicated
on the drawings, it shall be understood that all of the existing utilities and structures affecting the work
may not be shown and that the locations of those shown are approximate only. It shall be the
responsibility of the Contractor to ascertain the actual extent and exact location of existing utilities and
structures. In every instance, the Contractor shall notify the proper authority having jurisdiction and
obtain all necessary directions and approvals before performing any work in the vicinity of existing
utilities.
The work shall be carried out in a manner to prevent disruption of existing services and to avoid
damage to the existing utilities. Temporary connections shall be provided, as required, to insure no
interruption of existing services. Any damage resulting from the work of this Contract shall be promptly
repaired by the Contractor at his own expense in a manner approved by the Engineer and further
subject to the requirements of any authority having jurisdiction. Where it is required by the authority
having jurisdiction that they perform their own repairs or have them done by others, the Contractor
shall be responsible for all costs thereof.
Where excavations by the Contractor require any utility lines or appurtenant structures to be
temporarily supported and otherwise protected during the construction work, such support and
protection shall be provided by the Contractor. All such work shall be performed in a manner
satisfactory to the Engineer and the respective authority having jurisdiction over such work. In the
event the Contractor fails to provide proper support or protection to any existing utility, the Engineer
may, at his discretion, have the respective authority provide such support or protection as may be
necessary to insure the safety of such utility; and the costs of such measures shall be paid by the
Contractor.
Any damage caused by the Contractor shall be immediately repaired in an appropriate manner at
no additional cost to the Owner.
c. Interference with Operations: The Contractor shall execute the work to cause minimum
interference with normal Aquarium operations. The intent is for the Aquarium to remain fully
operational while work is being performed. The final connection of the new fire line shall not be
accomplished until all aspects of the new system have been completed, tested, and approved for
operation by the Engineer and governing state agencies.
d. Facilities Location Stake -Out: The Contractor will be responsible for construction stake -out of all
proposed facilities. The intent of the drawings is to provide location sufficient to establish the
95222 - N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 1 • PAGE 3

1 TECHNICAL SPECIFICATIONS
positional relationship of the facilities. The engineer will provide field visits to site as necessary to
supervise location operations.
e. Demolition of Existing Facilities: Existing facilities and equipment designated on the plans to be
removed shall be removed from the owner's property and properly disposed of in accordance with
all applicable federal, state, and local regulations. The existing ACP saltwater intake line is to be
abandoned in place.
f. Disposition of Nonsalvageable Materials:
All nonsalvageable or unusable material shall be disposed of off of the Owner's property as directed
by the Owner. All waste material generated by any work under this contract shall be handled,
transported, stored and disposed of off the Owner's property, by the Contractor, in accordance with
all applicable federal, state, or local laws, ordinances, regulations, court orders, or other types of rules
or rulings having the effect of law.
g. Disposition of Salvageable Materials: The Contractor shall be required to furnish an itemized listing
of materials to be salvaged to the Owner
h. Parking Constraints: All contractor vehicles shall be parked in areas designated by the Owner. All
vehicles operated by the contractor or subcontractors shall have a visible identification showing name
of represented company.
END SECTION 01010
SECTION 01017 SITE MAINTENANCE AND CLEAN UP
1. PERIODIC CLEANUP
During construction, the Contractor shall regularly remove from the site of the work all accumulated
debris and surplus materials of any kind which result from his operations. Unused equipment and tools
shall be stored at the Contractor's yard or base of operations for the project.
When the work involves installation of sewers, drains, water mains, manholes, underground
structures, or other disturbance of existing features in or across streets, rights-of-way, easements,
or private property, the Contractor shall (as the work progresses) promptly backfill, compact, grade,
and otherwise restore the disturbed area to a condition that will permit resumption of pedestrian or
vehicular traffic and any other critical activity or function consistent with the original use of the land.
The requirements for temporary paving of streets, walks,and driveways are specified elsewhere.
Unsightly mounds of earth, large stones, boulders, and debris shall be removed so that the site is
maintained in a cleanly condition.
2. FINAL CLEAN-UP
Before finally leaving the site, the Contractor shall remove from the site of the work all accumulated
debris and surplus materials of any kind which result from the construction operations, including
construction equipment, tools, sheds, sanitary enclosures, etc. The completed project shall be turned
over to the Owner in a neat and orderly condition.
The site of the work shall be rehabilitated or developed in accordance with other sections of the
specifications and the drawings. In the absence of any portion of these requirements, the Contractor
' 95222 - N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 1 . PAGE 4
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TECHNICAL SPECIFICATIONS
shall completely rehabilitate the site to a condition and appearance equal or superior to that which
existed just prior to construction, except for those items whose permanent removal or relocation was
required in the Contract Documents or order by the Owner.
END SECTION 01017
ISECTION 1040 COORDINATION
1. GENERAL
Coordinate activities included in various Sections to assure efficient and orderly installation of each
component. Coordinate operations included under different Sections that are dependent on each
other for proper installation and operation. Where installation of one component depends on
installation of other components before or after its own installation, schedule activities in the sequence
required to obtain the best results. Where space is limited, coordinate installation of different
components to assure maximum accessibility for maintenance, service and repair.
a. Administrative: Coordinate scheduling and timing of administrative procedures with other activities
to avoid conflicts and ensure orderly progress.
b. Inspection of Conditions: The Installer of each component shall inspect the substrate and conditions
under which Work is performed. Do not proceed until unsatisfactory conditions have been corrected.
c. Manufacturer's Instructions: Comply with manufacturer's installation instructions and
recommendations, to the extent that they are more stringent than requirements in Contract
Documents.
d. Inspections: Inspect materials immediately upon delivery and again prior to installation. Reject
damaged and defective items.
e. Provide attachment and connection devices and methods necessary for securing each construction
element. Secure each construction element true to line and level. Allow for expansion and building
movement.
f. Install each component during weather conditions and project status that will ensure the best results.
Isolate each part from incompatible material as necessary to prevent deterioration.
g. Cleaning and Protection: During handling and installation, clean and protect construction in
progress and adjoining materials in place. Apply protective covering where required to ensure
protection from damage or deterioration at Substantial Completion. Clean and maintain completed
construction as often as necessary through the construction period. Adjust and lubricate operable
components to ensure operability without damaging effects.
1 2. WORK SCHEDULE
a. General: The Contractor shall provide and submit to Engineer for approval, the schedule to
maintain in order to successfully construct work within the time allotted. The schedule may be of a
critical path type or any other system providing equal results. The schedule shall account for all
subcontracts. It shall provide for the proper sequence of construction considering various crafts,
1 95222 - N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 1 - PAGE 5

TECHNICAL SPECIFICATIONS
purchasing time, shop drawing approval, material delivery, equipment fabrication and similar time-
consuming factors. The schedule shall show as a minimum, earliest starting, earliest completion,
latest starting, latest finish, and total float for each task or item. The schedule shall be evaluated no
less than monthly. An updated and corrected schedule will be submitted to the Engineer in triplicate
and show rescheduling necessary to reflect true job conditions. This updated schedule shall be
submitted monthly to the Engineer with the Contractor's pay request. When shortening of various time
intervals is necessary to correct for behind -schedule conditions, the Contractor shall indicate steps
' necessary to accomplish the work in the shortest time. Information shall be submitted to the Engineer
in writing with a revised schedule.
If the Contractor does not take necessary action to accomplish the work according to schedule, he
may be ordered by the Engineer in writing to take necessary and timely action to improve work
progress. The order may prescribe increased work forces, extra equipment, extra shifts, or other
action as required. Should the Contractor refuse or neglect to take such action or fail to accomplish
1 improvements, the Owner through the Engineer may take any action authorized under provisions of
this contract including, but not limited to, withholding of payment and termination of contract.
b. Work Hours: Unless otherwise specifically permitted, no work shall be done between the hours
of 6:00 p.m. and 7:00 a.m., nor on Saturdays and Sundays, except as necessary for the proper care
and protection of work already performed. The Contractor's bid shall be based upon these restricted
work hours.
If it shall become imperative to perform work at night, the Owner and Engineer shall be informed a
reasonable time in advance of the beginning of such work. Temporary lighting and all other necessary
' facilities for performing and inspecting the work shall be provided and maintained by the Contractor.
c. Starting Work: The Contractor shall notify Owner one week in advance of locating equipment or
' materials at the site. The Contractor shall notify the N. C. Aquariums staff [phone] 48 hours
prior to commencing site work. All safety considerations must be in place and approved by the owner
prior to beginning construction.
3. WEATHER CONDITIONS
No work shall be done when the weather is unsuitable. The Contractor shall take necessary
precautions (in the event of impending storms to protect all work, materials, or equipment from
damage or deterioration due to floods, driving rain, or wind and snow storms. The Owner reserves
the right, at the opinion of the Engineer, to order that additional protection measures over and beyond
those proposed by the Contract, be taken to safeguard all components of the project. The Contractor
shall not claim any compensation for such precautionary measures so ordered, nor claim any
compensation from the Owner for damage to the work from weather conditions.
' The Bidder shall prepare his bid with the understanding that unsuitable weather may cause all work
to be stopped; however, an extension of the contract period will not be permitted due to unsuitable
weather.
4. USE OF FACILITIES BEFORE COMPLETION
' The Owner reserves the right to use any portion of the constructed facilities before final completion
of the whole work to be done under this Contract. However, only those portions of the facilities which
1 95222 - N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 1 . PAGE 6

TECHNICAL SPECIFICATIONS
have been completed to the Engineer's satisfaction, as evidenced by his issuing a Certificate of
Substantial Completion covering that part of the work, shall be placed in service.
It shall be the Owner's responsibility to prevent premature connections to or use of any portion of the
' installed facilities by private or public parties, persons or groups of persons, before the Engineer
issues his Certificate of Substantial Completion covering that portion of the work to be placed in
service.
' Consistent with the approved progress schedule, the Contractor shall cooperate with the Owner, his
agents, and the Engineer to accelerate completion of those facilities, or portions thereof, which have
been designated for early use by the Owner.
5. PRECONSTRUCTION CONFERENCE
A preconstruction conference shall be held after the award of the contract. The Engineer will notify
the Contractor of the place, date, and time of the meeting. The Contractor shall, at minimum, have
his project manager attend the meeting.
END OF SECTION 01040
SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
' The Contractor shall comply with industry standards and applicable laws and regulations of authorities having
jurisdiction including, but not limited to, the following:
1. State and Local building codes
2. Health and Safety regulations
3. Utility Company regulations
4. Police, Fire, and Rescue Squad regulations
5. Environmental Protection regulations
END SECTION 01500
END DIVISION 1
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95222 - N.C.AQUARIUMS SALTWATER INTAKE LINES
DIVISION 1 • PAGE 7

TECHNICAL SPECIFICATIONS
DIVISION 2 - SITEWORK
SECTION 02100 SITE PREPARATION
' 1. Demolition:
a. Contractor shall comply with governing regulations pertaining to environmental protection.
b. When utility lines or structures are designated to be removed, completely remove materials
including foundations. If adjacent portions remain, saw in straight lines to form neat joints for
extension of new materials, utilities or structures. Cut paving with paving cutters or saws. Cut
concrete in straight lines, taking care not to chip or spall edges. Cut utility piping to permit extension,
if necessary, using standard fittings.
c. Completely fill below grade areas and voids resulting from demolition or removal of structures or
utility lines using approved select fill materials consisting of stone, gravel, and sand free from debris,
trash, frozen materials, roots, and other organic matter.
d. Ensure that areas to be filled are free of standing water, frost, frozen material, trash, and debris
prior to fill placement.
e. Place fill materials in horizontal layers not exceeding 6" in loose depth and compact each layer at
optimum moisture content of fill material to density equal to original adjacent ground, but not less than
90 percent density when tested in accordance with ASTM D 1556, unless subsequent excavation for
new work is required.
' f. After fill placement and compaction, grade surface to match adjacent grades and to provide flow
to surface drainage structures.
2. Temporary Erosion and Sedimentation Control: The Contractor shall furnish all labor, materials, tools,
equipment, and perform all services necessary to the installation of any temporary erosion control measures
required by state government inspectors as part of the contract work at no additional compensation from the
' Owner. Failure to secure proper permits may result in a fine which, if levied, will be deducted from the
contractor's final payment.
' 3. Clearing and Grubbing: The proposed facilities required under the contract are located in areas where any
required clearing and grubbing activities are negligible.
' 4. Tree Protection: The Contractor shall protect all existing trees within close proximity to proposed
improvements. Extreme care should be taken to avoid unnecessary cutting or skinning of roots, skinning of
the tree bark, stockpiling of materials within the dripline of trees, and/or excess foot or vehicular traffic within
the dripline of trees.
' 5. Permanent Erosion and Sedimentation Control: Following complete installation of individual portions of the
contract work in various locations, all remaining disturbed areas shall be limed, fertilized, seeded, and mulched
' in accordance with these specifications. Stabilization of disturbed areas shall occur within a maximum of 30
working days following construction completion in any area. All areas to be seeded shall be reshaped and
fine graded to provide adequate drainage by eliminating pockets and depressions in the surface. The
seedbed shall be prepared as described in the State of North Carolina Erosion and Sediment Control Planning
and Design Manual.
END SECTION 02100
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95222 N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 2 - PAGE 1

TECHNICAL SPECIFICATIONS
SECTION 02200 EARTHWORK
1. Scone: The Contractor shall furnish all labor, materials, tools, equipment, and perform all services
' necessary for, or incidental to, the excavation, bedding, backfilling, and compaction necessary to the complete
installation of pipe and fittings in accordance with the contract documents and in complete coordination with
the work of all other trades.
2. Related Documents: Other materials and services related to this section are addressed in Section 01010
Summary of Work and Section 2665 Water Systems.
3. Storage of Excavated Materials: Excavated materials acceptable as backfill shall be stockpiled in a location
approved by the Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
4. Worksite Conditions: Locate existing underground utilities in areas of excavation work. If utilities are
indicated to remain in place, provide adequate means of support and protection during earthwork operations.
The Contractor shall not interrupt the existing utilities presently serving the Aquarium except with approval of
the Engineer. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights. Protect existing structures, utilities, sidewalks, pavement,
and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other
' hazards created by earthwork operations. Perform excavation by hand within driplines of trees to remain.
Protect root systems from damage or dryout to the greatest extent possible.
5. Materials:
a.Soil Materials: Soil materials shall be free of boulders, roots, sod, organic matter, and frozen
material.
b. Bedding for Wet Trenches: Wet trenches shall be stabilized with #78M stone or with a base layer
of #57 stone. Shoring or bracing of pits, trenches or other excavations shall be in accordance with
' the requirements of the North Carolina Department of Transportation and the Federal Occupational
Safety and Health Act.
6. Execution:
ia. Excavation: All excavation is unclassified and includes excavation to subgrade elevations
indicated on the construction drawings regardless of character of materials and obstruction
encountered.
b. Stability of Excavations: Stability of excavations shall be maintained by sloping of the sides and
shall comply with local codes, ordinances, and requirements of agencies having jurisdiction. Where
space restrictions prevent sloping of the sides, shoring and bracing of the walls shall be employed
in full compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from removal.
c. Dewatering: The Contractor shall attempt to prevent surface and subsurface water from flowing
into excavations. The Contractor shall provide equipment, materials, and work necessary to dewater
any accumulation of water in the excavation to prevent softening of the soils, undercutting of footings,
and changes to the soils detrimental to the stability of the improvements.
1 95222 N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 2 - PAGE 2

TECHNICAL SPECIFICATIONS
d. Structure Excavation: Excavations for structures shall conform to dimensions and elevations
shown on the construction drawings within a tolerance of plus or minus 0.10 feet and to the standards
of ASTM C891-90.
e. Pipe Trench Excavation: Trenches shall be excavated to the required depths to permit installation
of the pipe along lines and grades, and at elevations designated on the construction drawings and
in conformance with ASTM D2321-89. Trenches shall be excavated to a uniform width and wide
enough to provide sufficient working space. In no case shall the width of the trench at the top of the
pipe exceed the outside diameter of the pipe by more than 18 inches. For pipes 6 inches or larger
in nominal size, excavate to a depth of 4 inches below the specified pipe elevation, install bedding
material as specified in the contract documents and shape to cover bottom half of pipe circumference.
Holes shall be dug into the bedding material to accommodate the bell of the pipe so that the barrel
of the pipe is firmly supported by bedding material. When rock is encountered, the Contractor shall
carry excavation a minimum of 6 inches below required elevation and backfill with a 6 inch layer of
crushed stone prior to installation of the pipe.
f. Backfilling and Compaction: Backfill shall be installed to excavated spaces in 8 inch lifts and
tamped by hand or pneumatically around pipe or structures. Tamping shall be performed evenly on
both sides of pipe and around sides of structures to a depth such that damage to the pipe or
structures is avoided as a result of subsequent methods of compaction. Extreme care shall be
exercised in backfilling operations to avoid displacement of pipe and structures either horizontally or
vertically. Backfill consolidation by ponding water is not permitted. Compaction of each layer of
backfill and the top 6 inches of subgrade shall achieve a 90 percent maximum dry density as
measured by AASHTO method T-99.
g. Disposal of Waste Materials: Remove all waste materials including unacceptable excavated
material, trash, and debris and legally dispose of it off Owner's property.
h. Settling: Where settling is measurable or observable at excavated areas during project warranty
period, the Contractor shall remove surface finish, add backfill material, compact, and replace surface
treatment to a quality and appearance matching adjacent areas of previous work.
k. Seedbed Preparation
1. All disturbed areas shall be dressed to specified grades and sections and plowed to a depth
of 6 inches.
2. Apply lime and fertilizer in a manner that ensures uniform distribution of these materials. The
hand/bucket method is not acceptable. Apply the materials at the following rates:
Lime - 2000 lbs/acre (or according to soil tests)
Fertilizer (10-10-10) - 300 lbs/acre
Incorporate into the top 4-6 inches of soil by disking or other suitable means.
3. Pulverize and rake the top 2 inches of soil to provide a uniform, firm, and friable seedbed.
4. Apply seed uniformly with a broadcast seeder, drop type spreader, drill, cultipacker seeder,
or hydroseeder on seedbed that has not been sealed by rainfall. Apply seed of the types and
rates specified in the "Seeding Schedule" this section.
Conform to the following relative to use of the following equipment:
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 2 - PAGE 3

' TECHNICAL SPECIFICATIONS
' Broadcast Seeder: Apply seed in a criss-cross pattern. Cover seed by raking or chain
dragging followed by rolling or cultipacking to provide good seed contact.
Drill or Cultipacker: Plant small grains no more than 1 -inch deep, grasses and legumes no
' more than 1/2 -inch deep.
Hydroseeder: Apply wood fiber at no less than 2,000 lbs. per acre.
5. Apply required erosion protection such as netting and mats in specified areas prior to
mulching.
6. Mulch seeded areas uniformly with a grain straw at a rate of 70 to 90 lbs. per 1000 sq. ft. No
more than 25% of the ground surface should be visible in mulched areas.
7. Mulched areas shall be tacked with emulsified asphalt. Apply at a rate of 10 gals. per 1000
sq. ft. Apply heavier amounts to edges and ridges of mulched areas to resist wind.
I. Seeding Schedule:
March - June
December - March
END SECTION 02200
SECTION 02665 WATER SYSTEMS
Apply permanent seeding of 20# / AC Centipedegrass. DO NOT
MULCH.
Apply temporary seeding of 120#/Ac Ryegrass. Mulch as indicated
in this section. Follow with application of permanent seeding as
provided in this section.
1. Scope: The Contractor shall furnish all labor, materials, tools, equipment, and perform all services
' necessary for, or incidental to, the complete installation of the water line , fittings, and required specialties in
accordance with the contract documents and in complete coordination with the work of all other trades.
2. Related Documents: Other materials and services related to this section are addressed in Section 01010
Summary of Work and Section 02200 Earthwork.
The following documents are referenced for materials and construction procedures specified.
' "Uni-Bell' Handbook of PVC Pipe: Design and Construction, 2nd Ed.
' 3. Submittals: The Contractor shall make submittals of the type indicated to the Engineer for the required
contract materials as follows:
Item Shop Drawinq Catalog Cut Certification
' 2" and 4" PVC Pipe X
Meter Boxes X
Ball Valve X
Gate Valve X
Restraint Devices X
' Fittings X
1
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 2 - PAGE 4

TECHNICAL SPECIFICATIONS
' 4. Delivery, Storage and Handling: All materials shall be delivered and handled in a manner that avoids
damage to the materials. Store materials in accordance with manufacturer's recommendations and in a
location subject to Owner's approval.
5. Materials: Pipe and pipe fittings shall be compatible.
a. 2" PVC pipe and fittinos: The pipe shall be constructed of Class 200 (SDR 21), rated for burst at
' 73 degrees F at a maximum internal pressure of 200 psi. The pipe shall be Type 1, Grade 1 and shall
meet or exceed the following ASTM Standards: D-1784 (PVC compound), D-2241 (PVC pipe), D-3139
(joint) and F-4777 (gasket). Reducers shall be cast in a "bell shape" as to induce a turbulent resistant
' transition. Solvent weld fittings shall be allowed to adequately cure per manufacturer's instructions
before applying pressure. Thrust restraint devices shall be installed at all bends of 22.5 degrees or
greater.
' b. 4" PVC pipe and fittings: The pipe and fittings shall be schedule 40 PVC and shall conform to
ASTM D-1785 and ASTM D-2466. Reducers shall be cast in a "bell shape" as to induce a turbulent
resistant transition. Solvent weld fittings shall be allowed to adequately cure per manufacturer's
' instructions before applying pressure. Thrust restraint devices shall be installed at all bends of 22.5
degrees or greater.
c. Restraint Devices and Thrust Restraints: Restraint devices shall be required for joining PVC piping
to components subject to hydrostatic thrust. Restraint devices for PVC pipe shall incorporate a series
of machined serrations ( not "as cast") on the inside diameter to provide positive restraint, exact fit,
and 360 degree contact and support of the pipe wall. Restraint devices used for bell and spigot joints
' of PVC pipe shall consist of a split restraint ring installed on the spigot, connected to a solid back-up
ring with a beveled leading edge seated behind the bell. All restraint devices shall be manufactured
of high strength ductile iron, ASTM A536 grade 65-45-12. Bolts and connecting hardware shall be
' of high strength low alloy material in accordance with AWWA C111. All restraint devices for PVC pipe
shall have a water working pressure rating equivalent to the full rated pressure of the PVC Pipe on
which they are installed, with a minimum 2:1 safety factor in any nominal pipe size. In addition, they
' shall meet or exceed the requirements of Uni-B-13-92, Recommended Performance Specification For
Joint Restraint Devices For Use With Polyvinyl Chloride (PVC) Pipe. Notarized certification from the
manufacturer of the restraint device shall be provided with submittals. Restraint Devices for
Mechanical Joint or Push -On fittings shall be Uni-Flange Block Buster 1300 or approved equal.
Restraint Devices for bell and spigot joints of PVC pipe shall be Uni-Flange Block Buster 1350 or
approved equal.
' d. Meter Boxes: Standard and Jumbo meter boxes shall be "Ametek" or approved equal.
e. Gate Valves: Gate valves shall be "Spears PVC Heavy Duty Gate Valve or qpproved equal.
f. Ball Valves: Ball valves shall be "Spears" True Union Ball Valve or approved equal.
L
1
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 2 - PAGE 5

TECHNICAL SPECIFICATIONS
' 6. Installation:
All piping shall be laid according to its manufacturer's recommendations and oriented as shown on the
' drawings. The subgrade at at the bottom of the trench shall be shaped to secure uniform support throughout
the length of the pipe. A space shall be excavated under the bell of the pipe to provide space to relieve
bearing pressure on the bell and to provide room to adequately make the joint. Open ends of pipe shall be
plugged with a standard plug or cap at all times when pipe laying is not in progress. Trench water shall not
' be allowed to enter pipe. PVC pipe will require installation of a tracer wire. Join PVC pipe and fittings with
solvent cement in accordance with ASTM D2855-9
7. Testing: During construction and at the completion of the work, the contractor shall make tests as may be
directed by engineer to ascertain if the pipe is property aligned and the joints are tight. The contractor will
conduct the test under the direction of the engineer as described below. The contractor shall furnish all
apparatus required for the low pressure test and shall pay all cost connected therewith. Defective work shall
be repaired immediately at the contractors expence.
' a. Conduct piping tests after fitting restraints and solvent joints have sufficiently cured.
'
b.
Fill pipeline 24 hours prior to testing and apply test pressure to stabilize system. Use only
potable water.
C.
Perform Hydrostatic Test at not less than 1-1/2 times working pressure for 2 hours.
'
d.
Increase pressure in 50 psi increments and hold at test pressure for one hour, decrease to
0 psi. Slowly increase again to test pressure and hold for one more hour. Maximum allowable
leakage is 1 gallon per hour per 200 joints. Remake leaking joints with new materials and
'
repeat test until leakage is within above limits.
'
8. Cleaning:
Clean and disinfect water system piping as follows:
a.
Purge new water system piping and parts of existing systems that have been altered,
extended, or repaired, prior to use.
b.
Use the purging and disinfecting procedure prescribed by the authority having jurisdiction or,
if method is not prescribed by that authority, use the procedure described in AWWA C651,
'
or as described below:
1. Comply with NFPA 24 for flushing of piping. Flush piping system with clean, potable
water until dirty water does not appear at points of outlet.
'
2. Fill the system or part thereof with a water/chlorine solution containing at least 50
parts per million of chlorine. Isolate (valve off) the system or part thereof and allow
'
to stand for 24 hours.
3. Drain the system or part thereof of the previous solution and refill with a
water/chlorine solution containing at least 200 parts per million of chlorine; isolate and
'
allow to stand for 3 hours.
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 2 - PAGE 6

TECHNICAL SPECIFICATIONS
4. Following the allowed standing time, flush the system with clean, potable water until
chlorine does not remain in the water coming from the system.
C.. Submit water samples in sterile bottles to the authority having jurisdiction. Repeat the
procedure if the biological examination made by the authority shows evidence of
contamination.
d. Prepare reports for all purging and disinfecting activities.
END SECTION 02270
END OF DIVISION 2
95222 N.C.AQUARIUMS SALTWATER INTAKE LINES DIVISION 2 - PAGE 7

I THERMOPLASTIC PIPE
ESLON
THERMOPLASTICS
Features
■ Full range of IPS sizes in 1/4" through 14" Schedule ■ Manufactured In U.S.A. to ASTM material and
'80 PVC, 1/2" through 12" SDR and 1/2" through 16" dimensional standards.
Schedule 40 PVC; plus CPVC, 1/2" through 12". ■ NSF certified for potable water service.
■ Handles commercial and industrial applications in ■ 11/4" through 12" PVC Schedule 40 dual marked for
'which metal pipe will not withstand the reactive . DWV applications.
effects of chemicals or other corrosive materials. Note: 21/2" and 5" excluded.
■ Choice of plain, belled or roll -grooved ends for PVC 0 Light weight facilitates installation with conventional
SDR and PVC Schedule 40. PVC Schedule 80 tools and piping techniques.
'available with plain, roll -grooved or thread ends. 0 Minimal maintenance requirements with uniform,
CPUC, plain ends only. q
Note: For size/end treatment combinations see Pipe smooth fluid flow ensures very long service periods.
Availability Guide below. SPECIFICATIONS
Eslon thermoplastic pipe is manufactured to the follow-
ing standard specifications:
1�
Eslon Pipe
Availability Guide
Type Pipe
Standard Specifications
Material
Dimensions
PVC SDR (Belled End
PVC SDR (Plain End)JIASTIVID71
ASTM;D2,1784.
ASTIVI.D;1784
ASTM D-2241
ASTM D-2672
PVC Schedule 40
PVC Schedule 40 (DWV)
PVC Schedule 40 Belled End
ASTM D-1784;
gSTMD-1784'
784
ASTM D-1785
ASTM D-2665
ASTM D-2672
PVC Schedule 80 1
ASTM D-1784`'
ASTM D-1785
CPVC Schedule 40 and 80
ASTM D-1784
ASTM F-441
WARNING
Eslon Thermoplastics does not recommend its
products for use in air or compressed gas systems.
1 . andatu iengrns - 20 Leet.
) Roll -grooved on request, 2 -inch through 8 -inch diameters.
3) Roll -grooved on request, 2 -inch through 6 -inch diameters.
4) Roll -grooved on request, 2 -inch through 12 -inch diameters.
ISDR 13.51PR315.
(6) Belled end on request, 1/2 -inch through 12 -inch diameters.
• Stock Standard
e Available On Request
•)I
Type Plastic And Specification
Nominal
PVC SDR
PVC SDR
PVC
PVC
CPVC
Pipe
26/PR
160(2)
21/PR
20013)
Schedule 40(4)
Schedule 80161
Schedule 40 & 80
Size11)
,Plain.:.
Belled
.Plain'
Belled
Plam a
Belled
Plain
Belled
Threaded.
Roll
PIain,7,
Belled
(Dia. in)
End'
End
End
End
End
End
"End ,
End
Both
Grooved
�EnM
End
t
4
.Ends
W,
1/2
3 14
11/2
0;
•
•
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•
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—
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12
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14
16
1 . andatu iengrns - 20 Leet.
) Roll -grooved on request, 2 -inch through 8 -inch diameters.
3) Roll -grooved on request, 2 -inch through 6 -inch diameters.
4) Roll -grooved on request, 2 -inch through 12 -inch diameters.
ISDR 13.51PR315.
(6) Belled end on request, 1/2 -inch through 12 -inch diameters.
• Stock Standard
e Available On Request
•)I

THERMOPLASTIC PIPE
Weights and Dimensions
PVC AND CPVC SCHEDULE 80 PIPE
T1TrKEflM0P!US!T1CS
Nominal
Pipe Size
in. (mm)'x:
`Outside
,':.•.::
�f;!]iameter=: °-
"In
Min. Wall
Thickness
in.
Max. Working Pressure
PSI @ 73°F
Plain End Threaded
Approx. Weight
lbs./ft.
PVC CPUC
y4
6.35
x5401
0.119
1130 -WO f"
570
- ^:0:101-
%
9.53
;K0 675 M
0.126920!&1
-
460-
yZ
12.7
"0.840
0.147
420
0.208 ; `"
0.228
3/4
19.05
. , Al 050
0.154
AVX 690M41111-1.,
340
0.28 OZ '
0.308
1
25.4
`=1;:3]5.,'1
0.179':``630
_.."' .
320
0.41.1 k" '.-:
0.453
11/4
31.75
X111660
0.191
20"
260
4:.0:569;
0.624
1'/z
38.1
Q01
0.200
MffXrNVra
240
0.519
0.760
2
50.8
7
0.218
AW-NOMMA,
200
::.0.957 :>' :
1.050
2y2
63.5
..,; .87. ;
0.276
420
210
v :1:460 :;'::
1.602
3
6.2
3_500,$n-
0.300
� 370' !k
190
1950 ==:
2.146
4
101.6
, 400 w
0.337
P -320 �;
160 -
;2 8441
3.126
5
6152.4
8
10254
12
14
16
127
203.2
304.8
355.6
406.4
'`563;
Wit` '6 625
2-3',"tB`6251, -=^
Y ._07750 IX
X12:7,50.
=, 14:000
" ';16:000
0.375
0.432
0.500
0.593
0.687
0.750
0.843
L; „-290-
tiWIN80Z `
--1=- k250�" --�
4&ItN230
R-<230 ,;
-: 220: : ;_:
':220
"Threading Pipe
Above 4" Is
Not Recommended"
433,`
:*8:251
12:243 =
;16.831 .:_
19:960
25.550
6.077
9.263
13.886
-
-
-
PVCAND CPVCSCHEDULE 40 AND SDR PRESSUREPIPE
Nominal
Pipe Size
in. (mm)
Outside:::
Diameter-
` in:-;_
PVC And CPVC Schedule 40
Min. WallMax W P Approx.
Thickness PSI @ 73°F Weight
in. lbs./ft'
SDR 26/PR 160
160 PSI @ 73°F
Min. Wall Approx.
Thickness Weight
in. lbs./ft.
SDR 21/PR 200
200 PSI @ 73°F
Min. Wall Approx.
Thickness Weight
in. lbs./ft.
SDR 13.5/PR 315
315 PSI @ 73°F
Min. Wall Approx.
Thickness Weight
in. lbs./ft.
'/p
12.7
,:0.840'
0.109
600
0.162
0.062
0.101
0.113
480 _ ,
0.219
0.060
0.122
:1:315'.
0.133
450: _
0.320
-
0.063
0.1621;
A-1.050;':_.
:1.660 _>
0.140
3700.431
0.064
0.210
0.079
0.260
1::1.900.
0.145
•330
0.519
0.073
0.270
0.090
0.330
' =2:375 >
0.154
=`280 -:
0.693
-:::0.091: ,
0.421
=.; 0:113
0.521
2y2
63.5
W2.875•---';:
0.203
200 :
1.133
:-0.110 -'r=
0.633
=:.- 0.137 =
0.761
-
3
6.2
4 3.500: r
0.216
<1w'°260x= >
1.455
'..-:0135:..
0.923
-= 0:167
1.131
4
101.6
.4:500 �
0.237
`:220 , -
2.050
'10.173--1
1.520
:- 0.214 =
1.870
5
127
15563
0.258
=190:
2.780
>=`0:214 -.,:
2.330
:0.265
2.854
-
6
152.4
x,6:625"`
0.280180,._
:
3.615
,'x_0:255 w=
3.300
-.4-=0.316:: ,;
4.052
8
203.2
8:625.
0.322
:» X160 ' '=
5.436
Y 0:332 rte;
5.600
=x:':0.410 :-:
6.851:
.?=
10
254
1,k--10750PV
0.365P%='�J40
Z
7.713
= CA13zK+
8.686
;< 0.511
10.640
'
12
304.8
4.12:�750,V
0.406
w130"
10.195
40A9M
12.214
;x=0.606:
14.949
14
116
355.6
41,`4:000
0.438
F%,430
11.81
ori,
406.4
I.6:000 ..a
0.500130
15.14
- OLdnaara pipe length = 20 feet.
• Working pressures based on water at 73°F (230C).
See page 48.
• If operating temperature is above 73°F, working
pressure must be de -rated. See page 48.
Warning: PVC and CPVC products are not recom-
mended for use in compressed air or
gas systems.
,. 'CPVC Schedule 40 pipe will be slightly heavier than
PVC Schedule 40. Consult factory for exact weights.
Pressure Conversion Factors
aria = xr To Obtalnftr=
ti
K
Multiply
PSI x 14.223
MBAR`�-Y
PSI x 14.5
h`'jhlnch'.of:H "? v
PSI x 0.4912
^1Ft'of Head#`Kfi>
PSI x 2.309
,PSI �*:�1:11»-�,f�-
Ft of Head x 0.433
ti
K

� `t It �. -
METER BOXES
Designed with double channel peripheral stiffening and external buttresses to provide rigidity and strength.
' STANDARD AND JUMBO METER BOXES
PART NUMBER DESCRIPTION APPROX. WT. APPROX. WT. APPROX x a
CITY PER SKID
170101
Standard Meter Box Only
EACH
7-3/4 Lbs.
72
PER SKID
593 Lbs.
PER TRUCKL
48
170104
Standard Meter Box with Solid Black Cover
11 Lbs.
72
827 Lbs.
48
170105
Standard Meter Box with Reader Lid Cover
11 Lbs.
72
827 Lbs.
48
170106
Standard Meter Box with Green CV -Cover
11 Lbs.
72
827 Lbs.
48
170102
Standard Meter Box 3" Extension
2-1/4 Lbs.
126
319 Lbs.
48
170103
Standard Meter Box 6" Extension
4-1/2 Lbs.
63
31 9 Lbs.
48
190101
Jumbo Meter Box Only
11-3/4 Lbs.
48
604 Lbs.
44
190109
Jumbo Meter Box with Solid Black Cover
18 Lbs.
48
904 Lbs.
44
190107
Jumbo Meter Box with Reader Lid Cover
17-3/4 Lbs.
48
892 Lbs.
44
111 190106
Jumbo Meter Box with Green CV Cover
18 Lbs.
48
904 Lbs.
44
190110
Jumbo Meter Box 6" Extension
6 Lbs.
40
280 Lbs.
44
144022
Snaplock Unlocking Tool
KIDS
OAD
k
STANDARD METER BOX �;w5
' 7-16 x 10-3/4 --_+
1017/4 9-1/8
1121 I,
III 74-Si6
15-1;2
III ill
J
18-1/2 x 13-1/4 3/4
STANDARD 12" METER BOX
EXTENSIONS
' 1 6
x 10-3/a - --
I15-1/2 z 70-t/a
(Cover Opening)
"'------ 16 x '
-1/2 x 1 10-1 �I
750-1/d -.(Cover Opening) .I
T-
6'/,
3"EXTENSION 6" EXTENSION
126 to a skid
63 to a skid
,.34I
COVERS
00000000000000000000000
0000000000000 ~-
000 pW/1(��gQ�� Fr R
' - 10.1/16 DOO 1"YIL Y E R
.'W
SOLID COVER I 0000000000000
000000000000
00000000000
PART
NO. 171111 (WATER)
:r
r- R '
EADER LID COVER
I� PART NO. 173134 (GREEN CV) � ..
' ���►' PART NO. 172113 (WATER)
' (1` COVER - Reader Lid or Solid - 3-1/3 Lbs.
READER LID with ACETAL Snap Catch
SOLID - Black WATER or Green CV 'a
SNAP LOCK .
' Dimensions in inches PAGE 5 UNLOCKING TOOL .:

r
r`:
J
�12
I
3/4
24x18
JUMBO 12" METER BOX
20-1/2 x 14-1/2
201114
I ((Cover Opening)
Jumbo Boxes - 48 per skid, shrink filmed
(with or without covers)
(PALLET SHOWN IS STANDARD BOX)
48 skids per truck load
�- 45
Imensions in inches
3/4
JUMBO METER BOX
{-- 7x4
I Reaoer LiC 1
00 OOGO00 000
000 00000 0000
000 000000 0000
0000 00000 0000
00000000 O A 0 0 0 0 O O O
0000000 WATER
O�OOOC 1 F't o
00`09000000000000000000
12
0 0000000000000000000000000 00 00000 1
000000000000000000000000
19-13/16 —
READER LID COVER - 6 Lbs.
PART NO. 193101 (WATER)
SOLID COVER - 6% Lbs.
PART NO. 191101 (WATER)
PART NO. 192101 (GREEN CV)
20-1/2 x 14-1/2
20 x 14
7r� (Cover Opening)
I
e I
II
6" JUMBO EXTENSION
Jumbo 6" Extensions - 40 to a skid
3" Jumbo Not Available
STANDARD LOCKING DEVICES
(2) Acetal SNAP LOCKS factory installed.
SPECIAL ORDER OPTIONS
DETECTION - ELECTRONIC REFLECTOR factory installed
underside of cover.
ALL BOXES - PLASTIC COVER with CAST IRON FLIP LID
available.
PLYI1IOTH SUPERFLEXONO BOXES A,ND COVERS
A rigid combination of polyolefin and fibrous inorganic
components. SUPERFLEXON plastic material is chemically
inert and normally unaffected by moisture, corrosion and the
effects of temperature changes. Superflexon also has a relatively
high tensile strength with light weight because it is a solid (not
foamed) structural material. Physical properties by ASTM
testing method are as follows:
Physical Propertics of Pl%mlouth Superflexon Products
&,," .%t TMI Minimum T-1
MC[htd \'aluc
Tensile Strength (2.0"/min.) D -638-82a 3.400 psi
Flexural Modulus D-790-81 191,000 psi
7— Compressive Strength (.05"/min.) D-695-80 3.350 psi
40 Impact Strength, Izod D-256-81 .6 ft. Ib./in.
Durometer Hardness. Type D D-2240-81 60
Deflection Temp. @ 66 psi Stress 0-648-82 230* F
Specific Gravity 0-792-66 (1979) 1.15
Superflexon covers are NOT
traffic covers and should not
be used in roadways, etc.
I
PAGE 6

YY-�,,�'D ;� UT7�
Spears'Heavy D* Gate Val
/tight'.�616sie'-­0 with minimal
200 psi Maximum InternalPressure
Wheel style handle.1s sized fo.r a solid grip to effect specially Aesigned -,�ealing surface and tapered
a positive opening or:closin wedg"b.'.6te -Valvd life. : The wedge, or gate, is
handles are molded from high quality -fortified molded from high quality Polypropylene for positive
P�lyp�opylene for greater damage resistance.",:, sealing,.smooth operation, and reduced chatter.
Stefn S6
Stem
"gal 'j;rf61ddd-from'
iapl
eriwftti� eftherisoc et -,or
Vn
are avail
IR-

M
MU
_�ew
- 'Fq
lbv In:
AM
ago**
IMMUMURTnto
WE
T -7-
4
5.10
1
Handle
1
pp
Vr
2
Stem
I
PVC
2.83
3
Stem O-ring
1
Buna-N, EPDM, Piton®
1
4
Stem Bushing
1
pp
2.62
5
-
Stem Nut
1
PVC
1.58
6
Stem Washer
1
pp
1.61
7
_Wedge 0 --ring
I
Buna-N, EPDM, Vitons
is
8
Wedge
1
PIP
c
9
Body Slip/Thread
I
PVC
4.40
10
Bonnet 0 --ring
Buna-N, EPDM, Vitonc
ERIK
11
Bonnet
PVC
12
Bonnet NLA
1
PVC
M
MU
_�ew
- 'Fq
lbv In:
AM
F
T -7-
4
5.10
M
�'. M
pongli UP
A NO WO;
MU
_�ew
- 'Fq
- b!.
On
F
T -7-
4
5.10
1.32
2.83
4.12
E
Vr
.51
3/4
5.11
1.23
2.83
4.13
2.62
2.67
.52
1
7'
T
3.22
4.40
2.62
2.97
.67
1-1/4
8.08
1.58
3.59
6.60
3.45
A
1.61
12
8.08
1.54
3.59
z
3.45
3.93
1.60
2
c
1.88
3.98
R
Q,
4.40
1.93
�'. M
pongli UP
A NO WO;
MU
_�ew
- 'Fq
- b!.
On
T -7-
M -
5.10
1.32
2.83
4.12
2.62
2.67
.51
3/4
5.11
1.23
2.83
4.13
2.62
2.67
.52
1
7'
1.25
3.22
4.40
2.62
2.97
.67
1-1/4
8.08
1.58
3.59
6.60
3.45
3.93
1.61
1-1/2
8.08
1.54
3.59
6.60
3.45
3.93
1.60
2
c
1.88
3.98
6.95
Q,
4.40
1.93
en S n A WOqhts�*
Dim sio
na
NomM
Ar Ko",
MU
_�ew
- 'Fq
- b!.
On
112
5.10
1.32
2.83
4.12
2.62
2.67
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3/4
5.11
1.23
2.83
4.13
2.62
2.67
.52
1
5.53
1.25
3.22
4.40
2.62
2.97
.67
1-1/4
8.08
1.58
3.59
6.60
3.45
3.93
1.61
1-1/2
8.08
1.54
3.59
6.60
3.45
3.93
1.60
2
845
1.88
3.98
6.95
3.45
4.40
1.93
Valve laying length
Z.
a '4
No
Z
_X
WJ�
i4
.-_,�,
e ngin ication
i-_*;
TF44i,''
'' '* '..
�
'
Ali tfiii�6plAM16,GateKV;iWedthall�16-roduded�b�.Soeiig'ManR-aCtuRngCompany. rbhPVC�Type:
CellCliisifk'fjjAT11404SBA110ngsshall pe;punaREPDM orMton.Allyalve-com-
placeable.-MlydiVes shall have Polypropylene '.wedge and hanadle All valves�shail be fisted by�NSF for
use:ln potable
M.- .
"a Registe.redTradeihirkbt E '.1 . DuPont
�
yIN ZR�
J, -
'Special Engineered br:6du­q­'-approval�ld potable
Z -L '445
'66 - �ptio
4.
-water use.
NSE by the4National na Sanitation Foundation
. . . . . . . . . . . . .

SPEARS®: TRUE UNION BALL VALVE
Spears True Union Ball Valves are precision engineered for use in a wide variety of applications where reliable
quarter -tum shut off is required. They are suitable for general and Industrial services such as chemical
processing, watertreatment,'irrigation, pool and spa, and are available in either PVC or CPUC, in sizes -ranging ?-
from 1/2" through 6" ASTM IPS, 1/2".through 4" BSP.Threaded, and 20mm through 110mm metric.Y ,
• Computer ?engineeredcomponents for -
opmm yalveperfo ce .:r`t� .�t " 'L ,� rte r
._� �/z r
i' �7Y�JGIIVIV��GI�IIMQ1-Q��Y VV�IV.7�V�� �G�7�.7 aQ��VG x4 _
:4 t MOM N r a jr
� C FW1.floiCS.+,chedule:80
��"%•++'off ; }.Y ts�tY�r3`.7z x
4'{�n
!Y Safe T:Block�d sign a,*2
� wm-.�c-•+rp4+�,'iw�ity .�`"J`��v-�1y � ,` ry * r. - ��� •,��f.`;
!�placeaoie components .
y sz
y � �; +•�
!''Quickrunlon�,q isconnect for,:easyservice,orq ^ F
system modification
Leak tight shut-off. valves individually tested
F
• 1/2" through 12" rated at 200 psi MaximumY
Internal' *Pressure'af =73'F:
through 6"_ rated at 150 psi ,Maximum .
internal :Pressure at 730F
{
ng n n rep i
..,,�" ti•ti�v �.ya � xzz � A ,�''?*'• e �$ �,Sr
replace
ment`oan be rade" _�_t�o`` '
et .. ;.•... L... kL ..,4 r�''� , £ � rG' - .z• x ti3.i- a
Available with 1EPD or�Vjton°-,0-ring seals for a vhde ran9e
of cherrucal esistance,,i dulling salts mineral acids,iand
chlonriated hydrbai ons _ af s b
�i r +}is . .M+ Z - 47t/ 97 7
T5 �,[c-M;; -� i' �l.
Q •YBaI I Seats y+. �,g'p�a�r�,7a"' <,� i dy
Ballyseatsr are made from :Teh6d,' hich provides ;both
extremely high'mechanleal'strength and—:lubricity to make `.r'
valve'operation smooth, with'minimal wear''
Mowstsare:remova� or:utie«aownsiream unron nurror, -
r - z x •^ ,ir-:,. a :e .a. _ .,r aY ..rte. v'ts: ti r
em service:or,modficattc;...'.
'�"'••��rc �'.it..`.
.nd Connection �;''
/2" through 2"rvaIves are packaged with dual
nd-connedoErs "'#``both�shp -threaded to;allow
t.?. i.✓.�..'7... Ji - '- f YW
hoioe" of end connecbon a:simpHfl* iori'of distributor
rid erid useLtinventories ;2.4rz through 4" valves are
vailable with either slip 9I thr'eaded end connectors 6"
entun.ed valves'are'available with ewier.sll , '10 9
e.d
nd connectors��: , r
?ti`` .F"'^i'w• JX '3 ','.::.:.%_.�^^ '': .:,:`• :.t ... .. - •.''. �,.',.1...J :9.•:.. �;•: a'i:..
ALL SPEARS PIPING PRODUCTS ARE READILYAVAILABLE FOR PROMPT.DEgVERY
-.FROM SPEARS REGIONALDISTRIBUTION :CENTERSIOCATED;THROUGHOUT�:THE:.
COUNTRY: , .. r Y; ,
■Handle is s
■:Assembly
Valve handles. are,;molded from, high: quality .fortified
, Spears�::True:Union Ball Valves are assembled and
Polypropylene for greater damage resistance
pretested to insure correct component fit and precise
F � �� r
High Strength SafetT $hear®Stem
seako=ball tension for consistently smooth opening and
?clos ing
txuhie,important SAFETY FEATURE�helps prevent line fluids
fromleakingoutmtheeven6fstemdamage-EngineeEgdfor
Safe-TrBlock Seal,Carrier,
`-'high. strength,;the. stemincorp�orates a special shearpoint to,
A heavybuttress thread design ensues positive .;
control accidental breakage:, Overtorqueing,breaks=occ r e'ngagementofthesealcamerintothevaNebody:
abAura -thestem f'-nnn; � the'seal�i tact u tiatl �
_When
�� •��%�:� ,..++,e �i::�e,i-�„�:+;,c.;•r+►:;� �;.�,.+;.,...+,,:..,•,�.,+;
ng n n rep i
..,,�" ti•ti�v �.ya � xzz � A ,�''?*'• e �$ �,Sr
replace
ment`oan be rade" _�_t�o`` '
et .. ;.•... L... kL ..,4 r�''� , £ � rG' - .z• x ti3.i- a
Available with 1EPD or�Vjton°-,0-ring seals for a vhde ran9e
of cherrucal esistance,,i dulling salts mineral acids,iand
chlonriated hydrbai ons _ af s b
�i r +}is . .M+ Z - 47t/ 97 7
T5 �,[c-M;; -� i' �l.
Q •YBaI I Seats y+. �,g'p�a�r�,7a"' <,� i dy
Ballyseatsr are made from :Teh6d,' hich provides ;both
extremely high'mechanleal'strength and—:lubricity to make `.r'
valve'operation smooth, with'minimal wear''
Mowstsare:remova� or:utie«aownsiream unron nurror, -
r - z x •^ ,ir-:,. a :e .a. _ .,r aY ..rte. v'ts: ti r
em service:or,modficattc;...'.
'�"'••��rc �'.it..`.
.nd Connection �;''
/2" through 2"rvaIves are packaged with dual
nd-connedoErs "'#``both�shp -threaded to;allow
t.?. i.✓.�..'7... Ji - '- f YW
hoioe" of end connecbon a:simpHfl* iori'of distributor
rid erid useLtinventories ;2.4rz through 4" valves are
vailable with either slip 9I thr'eaded end connectors 6"
entun.ed valves'are'available with ewier.sll , '10 9
e.d
nd connectors��: , r
?ti`` .F"'^i'w• JX '3 ','.::.:.%_.�^^ '': .:,:`• :.t ... .. - •.''. �,.',.1...J :9.•:.. �;•: a'i:..
ALL SPEARS PIPING PRODUCTS ARE READILYAVAILABLE FOR PROMPT.DEgVERY
-.FROM SPEARS REGIONALDISTRIBUTION :CENTERSIOCATED;THROUGHOUT�:THE:.
COUNTRY: , .. r Y; ,

I
1
1
1
1
�No:%
Weight Ea.'(Lbs.)
C -,CPVC
1
Handle
1 PIP
2
Stem
I PVC/CPVC
3
Stem G -ring
I EPIDK Vdon*
4
Stem Bearing-
1 Teflon*
5
Union Nut
2 PVC /CPVC
6
Seat
2 Teflon*
7
Seat O-ring
2 EPIDIVI, VdonO
8
Ball
1 PVC ICPVC
9
Body
I PVC/CPVC
10 1
Carrier Orin g
I EPOM, Vidonc
11
Seal Carrier
I PVC 1CPVC,
12
End Connector
2 PVC /CPVC
13
End Connector O-ring
2 EPIDK Vitons
All materials used In the construction of the valve shouldbe 61kein Into
.conslderaflonby -the: end user.when determining suftability.for a
particular application.
*,*I -1/4,and larger, Venturied Slip
E
'D
A,
Venturied Flanged
Dimensions & Weights
x. a's
% pprox.
qi! A- p A
R� A
- I , V
M,
_R C ij, - TY
A 54e A
Weight Ea.'(Lbs.)
C -,CPVC
1/2
2.56
3.31
5.11 2.34
235
.44
.47
3/4
3.00
4.02
6.14 2.67
3,25
.74
.81
1
3.40
4.24
6.49 2.81
3.75
1.13
1.24
1-1/4
3.66
4.48
7.00 3.30
4.13
2.03
2.25
1-1/2
4.36
5.23
8.04 3.65
4.50
2.48
2.73
2
5.16
5.72
8.72 4.33
5.25
4.26 1
4.68
2-1/2
7.44
8.34
11.88 5.81
9.87
11.66
12.62
3
8.12
11.88 5.81
13.04
A 7-4
z
12.76 6.75
10.84
18.20
19.47
6 (v. -rid so)-
894
19.46
25.20 6.75
10.84
23.05
23.18
6 (Ventu6ed Flanged)'-
11.16
29.08
29.08 6.75
10.84
31.81
32.60
varve iaying iengm
51sts of 4- True Union Ball Valve with two 4" x 67 adapters
daff n
ngineenng: piecifio
SadOWE
All thermoplastic True Union Ball Valves shall be produced by,Spears Manufacturing Company 'from PVC
Type 1, Cell Classification 12454-B; or CPVC,.T Classification 23447-B. All O -rings shall be EPDM
ype IV, Cell Classif
or Viton. All,valve components shall be',' replaceable. All valves shall have Safe -T -Shear Stem with
Polypropylene 'han die'. All valve Union nuts 'shall have Buttress threads. All valve seal carriers shall be
Safe -T -Blocked. All valves shall be listed by NSF for use in potable water service.
eTeflon and Won are Registered Trademarks of E.I. DuPont
Special Engineered
red producit app'm­val for potable
water use by the National Sanitation Foundation

LOCATION MAP
PROJECT INFORMATION
NAME OF PROJECT: SALTWATER INTAKE AND DISCHARGE LINES
NORTH CAROLINA AQUARIUM AT PINE KNOLL SHORES
ADDRESS: P.O.BOX 0580
ATLANTIC BEACH, NORTH CAROLINA 28512-0580
PROPOSED USE: SALTWATER FILTERING SYSTEM
OWNER/CONTACT PERSON; NORTH CAROLINA AQUARIUM AT PINE KNOLL SHORES
JAY BARNES - DIRECTOR
( 919) 247-4004
DRAWINGS LIST
Iv 0. DRAWING TITLE
C1 SALTWATER INTAKE AND DISCHARGE LINES
w
Q
U
(!1
SALTWATER INTAKE AND DISCHARGE LINES
NORTH CAROLINA AQUARIUM
AT PINE KNOLL SHORES
CARTERET COUNTY
ATLANTIC BEACH, NORTH CAROLINA
-d I -,
I � _-DA
\�\wwllI II111//,, 1
TEC
CERT. No.
22$ 7 ?
lkljA
./ Ellinwood Design Associates, Lt(
i� �. Architecture I Engineering
,
919-781-1083
PO Box 10681
3801 Lake Boone Trail
Raleigh, North Carolina
Fax: [phone]
D. -A DATE
�H DA NOV. 11, 1996
II A
PROJECT:
95222
27605
5
SOUVAD
,ATLANTIC OCEAN

F'CAR TER[ r
COUNTY
S ITE MAP
NOT TO SCALE
ev
SEE DOCK AREA DETAIL
(ABOVE)
Al
POCK AREA FETA IL SALTWATER D ISCNARGF-- AND PEDESTR IAN ACCESS AREA DETA IL
PLAN SCALE: I" = 20"
t�O ExISTNO DOCK PLAN SCALE: I" = 20"
CONNECT 4" PVC LINES TO EXISTING 3"t PVC LINES
CONNECT 2" PVC LINES TO EXISTING 1 1/2" PVC LINES
STATION 13+75 STATION 14+30
CONNECT 2" PVC FRESHWATER LINE TO EXISTING 1 PVC LINE srAnON 14+00t To 14+20t
' NOTE: SEE DOCK AREA CONNECTION DETAIL BELOW
EXISTING -GROUND_- NOTE: IOCATIAN-ANQ.51ZE _OF LI I.FVEL_____
REMOVE EXISTING PVC SECTIONS MAY BE ALTERED TO SUIT OWNER -
ABANDON IN PLACE EXISTING ACP SECTIONS a
__.. _ NEW
I or pvc-_---- -_-- -- _.._. _ Exk$TiNQ_ QR")
EXtSrNG GROUND
6 10 45' BEND
.__.._ _ _ ._.
STA 14+00
— ._13+75. _ INV. 3.2 ( VERIFY IN FIELD
6X6 STA ) ,
CONNECT LOWER STEP TO BOTTOM
()q, MEMBER OF UPPER -STEP AT ALL -"---'-
D
4NV,-Ix
LL----
1NV._I4. PVC 3-0 —.__ _ .__ 1 JOINTS AND ENDS OF LOWER STEP--
4 0
7� 6%y
�G► ~-~ C C. NOTE: 10'- 6x6 TIMBER TO BE NOTE: PEDESTRIAN ACCESS � 0 PROVIDED AND INSTALLED BY MATERIALS AND CONSTRUCTION
REMOVE APPRO� CONTRACTOR PROVIDED BY OTHERS
25' OF 10" VCP �\
(ABANDONED)
t r •: �. .. i.t _.Ly
- NSTALL NEW LNES NSIDE ABA!"DONM 101VCP
SEE OF*NTATKON DETAL 2
P 3 59W'OP E
NV0.56 '
NSTALL PEDEHTFdAN ACCESS - MAINTAIN EXISTM 10' VCP
SEE DETAI_ THIS SHEET ,
1
_._ . S (MIN) FROM EX. WV
-
. f/
St FROM FD
o
3- -
r
i
o /
0 0 0 _
0 O
INSTALL 2't X 4' :a RIP RAP � PRON r
ALL CONSTRUCTION TO REMAIN ON �1PLANDS
LNEW10" PVC EW PE ESTRIAN gQCESS PROVIDED BY OTHS
E AILS AT - FTL T ION TOR UP IND&`
O
,-. 0 c
O
r 0 0
EXISTING •
D.
• TO HOLDING
00i
SALTWATER • • • •' •
• • i
•
Lk
2F 2 --PVC FRESHWATER SUPPLY LINE TO DOCK
®CL.2001PS
NOTE:ORIENTATION DESIGN IS BASED ON r DIAMETER OF •- THE EXISTING VCP
CONTRACTOR SHOULD VERIFY
EXISTING • • r TO ALLOW THIS ORIENTATION,• - MODIFY
TRENCHr INSTALL NEW LINES AS IN ORIENTATION • •
ORIENTATION I
.0
VARIES8' TYP
1 NOTE:• r BE
LIMITED TO LIGHT VEHICLES
WITH WHEELS OVER r -:ICILr
IEARTH
ACCESSROAD ' WOODED
WOODS75' TYP
• TO BLDG.
SLOPE VARIES
• 1 ��
• ! • .Iit • , „ •, I •! D' 1'�I �`,� �� o o I �I I,I I, �I�I /I I J
.� III day■ • • _ ,
r •r
r •
• • •• •••
_ •
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ISSUED: 11/21/96
DWG BY: JGH
CKD BY: CBM
REVISIONS
SHEET NO.
ci
OF 1

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
December 27, 1996
Mr. J. Glen Harrell
Ellinwood Design Associates, LTD
P.O. Box 10681
Raleigh, NC 27605
Dear Mr. Harrell:
EDEHNR
Enclosed you will find two CAMA General Permits which authorize development activities at and
adjacent to the NC Aquarium at Pine Knoll Shores. In order to validate the permits, please sign all three
(3) copies as indicated for each permit. Retain the white copies for your files and return the pink and
yellow signed copies to me in the enclosed, self-addressed envelope.
Thank you for your interest in this matter and if you have any questions please contact me at my Morehead
City office.
Sincerely,
Charles S. Jones
District Manager
cc: Preston Pate
Jeff Richter, COE
AW
RO• Box 769, 3441 Arendell St., Morehead City NC 28557 N9Z ;6 C An Equal Opportunity / Affirmative Action Employer
Voice 919-726-7021 FAX [phone] Courler 11-12-09 50% recycled/ 10% post -consumer paper